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HomeMy WebLinkAbout6619 Back Forty LpP i 00 M O C r/ 0 Q rn 01 0 CD co J I N J m C7 M m m v -0 Q 0 0 0 I N N L0 0 L6 LO LO v v v O 0 Y M O i v CL 0 a� E i 0 0 U J N 0 0 0 a AB or A.B. Anchor Bolt ABVorAbv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Plt. Sh. Plant Shelf PLT HT or Plt. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PWorP.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rind. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered TH IKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer WI or w/ With WA or W.A. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 01-04-18 2.0 2017 FBC UPDATES REV. 06.23.22 01-31-18 3.0 A ELEV BEAMS ILO LINTELS AT ENTRY. 02-27-20 4.0 RELOCATE ATTIC ACCESS 12-19-20 5.0 FBC 2020 CODE UPDATE 11-29-21 6.0 ADDED ELEV KLM PER C.M. 3 1 3 IL E1J ra AO% ilitlom 3085 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS I COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLOOR/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS PA1.4 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. N .� CD > W � ati o 32 aJ CL a> E 3 3 c�c d ® C E ••/ N OWN- CV N Uz �. J • s11 • V V� t'� Q V i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. PRgM � W h Q o E Cr SO U C,EWE 5 C N r J LL Lu 0 �w a d Y U o ' C:a:c3 c Z 05 LO Z Q r� M O U U O ZV �e W ❑❑ g N 9 . a 643 U)Ln M Q 2 o LL J , V W m � Y �to N ZD U W J e r —® Q N O o W C`, M a Z W E z o o Z o <� E 0v �Z oa CU F_CIL < W� Op O co 0 , Z W Z �� 6 C C Qo.0 U i Y O¢ Z H Zm J ym 'Z o c ° 02 �z ZQJ co C> 2 LLZ N W oZW �3 o JZ =F ;o I� c� a F v zI< 0 3 >C J `n am rn a cc Q o J 0 O m v J m r LO T � O LL co O� LO 00 N cfl Lid C:) T CO IC) E w CO o Z M Z 7 E O M N a v a ¢ o c JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. C S 2 3 LO 0 L0 L v rn 0 G CID J M 0 I N J LID r-) L0 L0 L v V) *11 d- 0 0 to 0 t rry N L0 0 L0 W7 D V c 3 a N r a E F� Iv E 0 `v i a: 0 0 0 01 ti rM O ca 0 0 a N 0 Lo 0 0 0 3 U z W m 0 C c d 50'-0" H.B.t J TYP @ 2 STORY S6 FILLED CELL LEGEND .CONT. FILLED CELL W/ 3,000 PSI FROM LOWER WALL TO UPPER FILLED CELL IN COLUMN BASE W/ 3,000 PSI CONCRETE AND SPACE PER PLAN PAD AC PAD i I J (AC GG +42" SLOPING HALF WALL S3 GG S3 S6 TYP @ 2 STORY --- F_ �N -- 9 60 811 00 2 0 ---c-7 O - ■ FAMILY RM_6 4 T- M FLEX 4"x4" PT SYP #2 POST w/ 5 8'-8" FLAT CLG. 3 2"X3 1' P.L. 1.8E 15 _ SIMPSON ABU44 OR USP CARPET -N W/ HTT4 @ BASE 16 8'-8" FLAT CLG. 4 PAU44 w/ 5/8" A.T.R. EPDXY O --3 `°_ CARPET w/ 12"MIN. EMBEDMENT STOR. 00 _ (TYP.2COL.) r`ni I I � SLOPE CLG. fV 2 - +42" SLOPING - - - GG H2 - �� HALF WALL S3 " C14 - - - - - - - - - ■ �66, HDR AT T-4"7.4!-5" "' 19' 101" 3'-4" 3' 71iN2 22 6'-0" 6-0" 2'-0' M O ENTRY FOYERit 00 it �, 6' 10" 11 4'-2' 2' 3" I a'-s° FLAT CLG. 3068 8'-8" FLAT CLG. AFFI XL II -- - - - - -- - - - -J O (N r_�-� ------ Id I ■ D.W. j ° o I W.H. N S3 rN 00 ' _I L I 2 -6 O SINKW/DISP I ---------- r NOTE: FINISHED I T O `r I CMU COLUMN BAS I BUILDERTO PROVIDE WALLS TO BE FLUSH. w/ 4 SIDED TAPER D (`Q _ CAFE E o O 0 w APPLIANCE KITCHEN tl � 8� - � w PROTECTION WHEN I I VERIFY IN FIELD. I I WOOD COLUMN, SEE 1/3.1 (TYP.) CO 8'-8" FLAT CLG. co I 26'-4 '- FLAT CLG. REQUIRED PER FBC I 21'_g' I CARPETco PATRANGE 3'-0" 2'-2" 14'-0" 5 -10 O I J,61'4' _ �;1 I - - ---- - to-0i I I p 1 C l 1 l 1 CC W/o 32„X32„ P.L. 1.8E ----- HDR AT T-4" r I UPLIFT I w F o J 2668 W/ HTT4 @ BASE L O 1 T S6 - -- EDGE OF SLAB 2" I w I 1 U? N PLUMBING LINE TO ih SECOND FLOOR BEYOND WALL > I O 1 1 1 c� TYP @ 2 STORY I I I w x6WALL BEDROOM 62 - r,286�8-s.c. CAR GARAGE ; 1 T '2 110. '7 FLAT CLG. - 8'-8" FLAT CLG. AFF I I I i < �4,-8" CARPET ° I S3 00 I I oo IJ iBA CD I I I 1 w 8'-8' FLAT CLG. I N a I I I10 w PLUMBING LINE TO I I I l z 1" 5'-0" T 2' " 11'-4" 6 12o SECOND FLOOR 21'-02" I I I I -TB zN -PANTRY - ca II L------------ I u l m 06 z_ 00 `n 8'-8' _it FLAT CLG. _- K FIBERGLASS I �' o zolEGRESS TILE "' D VERIFY LOCATION 84 N SURROUND° `r S3 ELECTRI AL PANEL TYP. 1 00 5-SH 16" DEEP I `' i)TYP( @ 2 STORY 25-SH O D S3 a VERIFY METER LOCATION WITH BUILDER 15'-0" H.B. 2'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 H7 tZ) - t af4 AID LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE R.O. CMU R.O. FRAME SIZE (Flange) (Fin) TYPE 12 20 X 26 18 2 X 25 4 S.H. 13 20X38g 182A:3/1 S.H. 14 20 X 501 18" X 50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 a 26 x 37 1 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11­15 27JX63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37JJX26 362X251/2 S.H. 23 37 J4 X 38 J 36 2 X 37 3/4 S. H. 24 37 J X 50 i 36 2 X 50 S. H. 25 37 J X 63 36 2 X 62 1/2 S. H. 26 37 a X 72 36 2 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 52 2 X 374 S.H. 34 54 X 50 5271 X 50 S.H. 35 54X63 524X622 S.H. 36 54 X 72 52 2 X 714 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al SCALE: %4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied tothe interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GO ET OH SEE SN SHEET PH icz NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTAL AREA 3643 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) eat 0 ' Q n O CM; _ m x C LL d Vf ao o � 3 = ICU Cl) c� d 3 E c a ��Q - it 3 i °9 ai m .0 a ca d i d C p c � a u WiEfFklF�,sd�,�� �zO �. �Nv ` 5E {��"� " (J ISO . ch r _i < O , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W H o E Aga 83 f MENO N p V N O o d _ W N 00 'mil p, r t< y J),7 LL7 N i 21 m ,Oa,25 LL Q �R? MLLLL _ 5 W a "4 y ` L� r o co O W o�N o {VJO 1yPLL Q m J M I^ V N O U ¢ L) U � o g z N z o � � Q J N r M z �-, _ o N O w O w g N � t�Os U c p C) 'o c C/) a Q 0 e �® N o M C") J go � � w Z Z � N E =o o o zo ¢ ry Q p E U F� Z@ ❑a cv I- f6 M 00 o o o °¢ ` Wz o wZ r0 ¢o m0 o" m J m aw 3 co F ° z z Q Ron 3 3 0< �° N O �w w Y M v zl< 10 T 0 03 IUD ai 0 Q O O O O v J o CN 00 m L.,f J r ,-i O LL04 M I o O In OO co m N Ln M Q � T­ r E Cfl E 0)Z o f0 M E O N E N a E U � Q 0 c � JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. 1.1 c 00 0 to L0 L0 O cn� 0 C) O 0 C) 0 I ro Q co 0 L0 V) 0 0 p O O J rA to I N rrJ N L0 0 L0 i L0 Ln v 0 o, .Y 3 a N O CN E CD E s v 0 0 U J r M LO co c 0 0 N N LO v 0 0 0 W m v 1 _ 0 U) w (D w J S6 TYP @ 2 STORY 3 JS6TYP @ 2 STORY 42'-0" 20'-21" I 3'-72' 1 3'-11" 11 I ----- �Li0 I II II II - - - - I $I 2 II ----- 7113 -----6 II I 00 1 4 Z -----51 5 ----- - -- II 411g ----- OWNER'S SUITE +42°SLOPING HALF WALL I LL 8'-0" FLAT CLG. O CARPET IO 2868 HANSON BOX I 14'-3" I LOFT 8'-0" FLAT CLG. CARPET to O a I 1•: 6. •• { { • • • • . � 55 911 MR t : 1 CARPET .. • 1 .. F • 1 , '•= LL :.: �• . U •• iA •r • I n= I u- m V7 T 8 U) BEDROO , 5 - U) 8'-0" FLAT CL . rr CARPET 00 N w 1 V-4" O 3 D2 Cn Cn cSSNO m Cr 25, 7tlaw ,Q) 0 Cz 4-1 I ai 0. Cn 20 LO ca LL cCD L0 CD o BEDROOM 4 8'-0" FLAT CLG. CARPET 12'-Oz" jTYP @ 2 STORY EGRESS t` 25 SH O <H1> 4) 48'-6" 3 M r 6 D2 H1 M ( q J S6 TYP @ 2 STORY --------------- ROOF G.T. I I 6 D2 H1 r w NO BEDROOM 3 8'-0" FLAT CLG. C9 12'-8" CARPET 10 I L1.. o , � BEDR001112 8'-0" FLAT CLG. CARPET 14'-6" I 25-0" EXT. WALLS TO BE 2X4 #2 SPF @ 16" O.C. U.N.O. io Ib TYP @ CORNERS U.N.O. 1 D2 0 v HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W! 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 254 S.M. 13 20 X 38 1812 X 371 S. H. 14 20 X 50 18 7 X 50 S. H. 15 20 X 63 18 X 62 4 S.H. 16 20 X 72 18 X 714 S. H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 a 26 x 37 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 J 361 X 37 314 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 �! X 25 � S.H. 33 54 X 38 J 524 X 37 J S.H. 34 54 X 501 52 1 X 50 S.H. 35 54 X 63 524 X 62 i S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-Al SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following; 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" qO +29.7 / -32.2 © +29.7 / -39.7 O +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. ROMMUMMEREMMM TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "Al FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTAL AREA 3643 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 0 � W � � V N .,r c u. a ,y C6 C L � � c tT 3 Q tU 00 O M L0 i v Crcn O Q O 0 J to I M CV Q L0 00 C) M L0 L0 rr O 0 0 0 M cn O I N M N tci O L0 0 LO to ID O t/ Q c L 3 FV- Q N 0 a E t— E 0 `v c i c 0 •.T U J LZ N 0 to 0 0 0 N 0 cD LO U 0 0 0 0 3 z w Y� m ,o v BATH 3 00 60 C BC O F- MIRROR Ell] 0 co HOOD80 DW -' IX 9 RANGE VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES 24" TOWEL BAR w ON WALL ABOVE TOILET MEDICINE CABINET o0 TOILET PAPER HOLDER �F- v OZ OZ �- Ll- O i N O M M M cam' ) CV KITCHEN ISLAND NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD _ 0— TOWEL BAR IN TUB OR SHWR. TOWEL BAR -� ON BATHROOM WALL SHWR. o o— VALVES 1° SOAP co o DISH o 10 � o � TUB BATHROOMS. SHOWERS AND TUBS 1 20LE K-3mm' DOUBLE RODS KITCHEN CC SIN SIN CONT. HANDRAIL BATH 2 RETURN TO_ WALL DETAIL CABINETS- 36" H UPPER CABINETS- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT SCALE: 1 /2"= V-0" o BRACKET 36" H BASE FINISHED CABINETS o COUNTER TOP 30" H BASE b o CABINETS o 00 00 u— rIN n bo 1 LO ate. V-2" O 2x 'n 0`0 FRAMING _N r M Zo O O 1/2" GYP `' � CV N CV co BOARD FIN. FLR. T FIN. FLR. 7 P.T. SOLE PLATE CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 3/8"=V-0" KITCHEN TUB/SHOWER FINISH PER FLOOR PLAN CO NT. HANDRAIL 10 2x8 LEDGER #2 SYP (P.T.) w/ (2) 1/4"x3 1/2" TITENS TO MASONRY @ 16" O.C. . in O 50 16� — 15 J 14 13� 12 3/4'' PLYWOOD @ LANDING 117 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER EA. SIDE SEEI PLAN FOR CLG. HT. .__---2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING 8 STANDARD (3) 2X12 WI SIMPSON A35 LSTRINGERS CLIP TO FLOOR SYSTEM 1x RISERS & TREAD (TYP.) 5 4 \\ 3 \� THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. OWNER'S BATH INTERIOR ELEVATIONS_ STAIR CALCLITIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. co Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing U 0 projection by more than 3/8 inch within a stairway. Z Handrails: QHandrails shall be provided on not less than one side of each continuous run of treads or flight with four or more J risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of U ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly w above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety = 80 terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. IF r- Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in \ diameter. Under -stair protection: 1 E Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. STAIR SECTION SCALE: 1 /2"=V-0" cV111 c-i o Cl-i C o co r as -o > W ems® ar.- C M C.) N m x cl- (n Q r+ CV ?! � CU 67 tu w ct a.- � iJ Co > C= C E U c=s ell ••-4 •°�<�S�`t, o s•••°•sa..ss••s••• �Ps A� `°a ac�OgpF pt`` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ig] O O U ,%.�..� O N o N i7t ® N m C? n n d C/) r r v # ei QjM� � a C J W W d - a Z d Y @ C C (n L 6 0 L 0 = W N o O rn O WLLm J �n N V O O C) U Z N th O O b NN QO � o Q — N Ln 4�Q,- 0 w OUl c J E11 J s y L O I 'III V O N 0 N =® N O coo M w z z w zo >m zo z Q E V o 0 ❑ a cu n5CL g ? O o E O � o 0, (.O � Q' F- 0 GZ g < Z W Z w Cn m O 0, U Zm J m << w �� �z a W VJ T 3 o w LL <o a W Z N k $ aw 3 o M w a y o d r >� L0 ai m L � � � O o O J m Co Ln 0 T M ai L) O O 00 -0 mLO O Q rn r (D LC) m w Cfl v, o Z Z !n O N 2 co d E U Q p c JOB NO: 23-06134 SCALE : AS NOTED SHEET" NO. 2 i TJ' Q LC, 00 R Ln LID `v LT 0 .n 0 0 J rh ZZ CD 0 I N x J L0 00 0 Ln L0 Cr 0 l/) 0 Q 0 J cD Cli LO M C! L0 i LD LCI L v cr 0 L 3 N N Ia. E E `v J a c 0 v U J a� C� N O 0 0 0 a M 14 LO 45 16 0 0 0 v z W m T.( —IW N CC) ti HE t�IN 2nl L,51V T.( 00 00 FIB 12 5� F4 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED TEXTURED OTH ,�__� / MANUFAC URERS SPECIE CATIONS R _lam / � .� _._—_ 12 �5 FRONT ELEVATION - Al RIGHT ELEVATION - Al CALE: 1 /4"=1' 'ILE ROOF PER ;PECS - INSTALLED ;TURERS NS PRE-ENGINEERED TRUSS REFER TO STRUCTURAL PLANS FOR BEAM SIZE MIN 7/8" THICK EXTERIOR PLASTER (PER ASTM C926) OVER PAPERBACK METAL LATH, OVER WATER RESISTIVE BARRIERS, OVER WALL SHEATHING & FRAMING AS REQUIRED REFER TO STRUCTURAL — PLANS FOR POST SIZE I 3$„ 2x FRAMING AS REQ. I r POST TO CMU CONNECTOR - REFER TO STRUCTURAL PLANS (2) 2"X6" TYP. ' (1) #5 VERT. @ CENTER CELL AND (2) OPPOSITE CORNERS, SEE SHEET 6 SEE FOUNDATION PLANS FOR FOOTER SIZE to w M1 to w W FIN. F fn w COLUMN DETAIL 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"-V 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 eV13 tV O N o C" d -a :M. W q.® CD w c�� o c ccc-.7C,5 am x �. u- N N O Q r C'V � d as E cc � CC =� C E c a' fill . �' , J L • ° ` °mod° +.�INN" 'C/� 's— = ^ - `1 d 0�0 U RO!^ ESSO %�'1N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ra "too W F a o 0 O N U N 0) 0 0 ® UJ0? y�ogi k Vie' 1 ~ N 13 U) I--r-a 0 M 00 ak Ili C J LL J U LL LL 3 a w Z Lmo 00 W W 7' �roN� 0 02rn. co J Ln M Z Q V° W N Q � O U v ❑ ❑ z N M o o � N z o �¢ J — v �N M z 0 0 LU N OL. V) p c V1 � Cn tyt Ml r" U c w � L 8 ul U o ¢ N 01 o co M J � W Z Q � CB E E 0 ❑� Z- oa H f6 E `.0 ra �0 Q U o o �Z LZ w Z CO ro c m J az p U y m mo �� OZ F G W ¢ Z z z go az o oW wF =3 0 �o WillM v 5- r ° > J L J LO m E 0 Q O = O o 0 r O �,1 m 4 O LO r -+ co O �I C) O^ 00 Q 100 N L r r- c0 LO C: o Z z E O u! a U J Q C J JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. 3.1 Ei Q 00 R L0 LO Cr r 19 O 0 M cD 0 I N J 00 0 L0 LO L 0 Cr 0 CID 0 J M 0 I r14 i N 1.0 0 Ln 0 i V7 d O .� a rn .Y Q r� 0 i n. E H a E 0 J c 0 0 0 W tZ N O N coo 0 0 a 0 tp tC 0 0 0 0 3 CU Z W m 12 5� 12 �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 35 SH CJ CJ CJ 25 SH r r-%mivl r- ----------------------------------- ---2nd FIN. FLR. -------- 6_0------ FLASHING ----- 14'-10"------------- 0. 40 ------- ---- -- T0.M. — ---------------- CJ /WEEP H_DR HGT. 12 SHINGLE OR TILE ROOF PER 5� COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS EXTERIOR PLASTER ON FRAME 35 SH ME -­,� [ FIN. FLR. FIN. FLR 5068 SGD REAR ELEVATION - Al 16-0" RIDGE VENT T.O.P. HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-0" LEFT ELEVATION - Al E: 1 /4"=1' N M 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.xl-1/2" long (3/4"-V 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 cra C" o caz &SIn N as .., e•� Y c E R' 0 c�. W t�v\N fff,,f��frs', INaj NN _NZ SE i w r ( V : = J Q C. ''sue' '•.'••.......••'•�p``�,�.,,ti oII i I I ti t\Oy\\N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ,p t a ago ya JtOB v O E U O N o c .� uIllp OD N r y w A.Q J N CD22S5 LL C U u_ LL 5 W W a -o� —a 1 Caa t O aV W O (a N Y W �y3 Z LL �n r6�6r'o' m w CO O u) ch N Z Q O U 0 o Z ,: W ❑ ❑ (D CD M z N o z � N z o � —o J M z 1AQ) m wcn O V) N w oo c N in uea (� c— c J =w U o c co 0 �® N II� ti o J W M M J ZO z z 4 LL i? EO co CJ co ao o0 z >N Zo z® ❑a 1— rC3 R� o 00 o p �� %a 0¢ <=Wz ao (. ((0(0 C o C 3a or mO o� zF Z m N ,2 4 W C) z MENz c� o ao o w c� i° M V za d ti Ov 0 �(.0 J Lnm 12 Qom^,, co i It O CL Y O O C0 m V_ LO T— O cM I o CD OO .0co -0 m CD Q T tD LO m E E CD o z m z E O ca c d E 0 J Q 0 J JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. 3.2 3 TJ' Q 00 0 M LO L0 0 rn 0 0 J M CD O I N J Q 00 O LO L0 ID 0 cn� 0 O 0 0 J 1'rJ CO O I M 1'rJ N Ln Li C, LO LO L 0 r V) 0 .n �Y L 3 t+J i a. E H C, E v` a i li 0 v O LZ Lo 01) O a� 0 0 N N c\O 0 0 tY 0 U Z w m 0 2" 1„ iv f2" N 0 VARIES *NOTE: FOAM TO BE USED WHEN" REQUIRED BY ^ COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES DETAIL TO BE BUILT W/STUCCO. EDGE OF OPENING 2" �.2" �_ 1'-10" �^ N 12' CAP 1" RADIUS 3 1/2ONLY RADIUS 1/2" RADIUS 3/4" RADIUS 4 1'-54" M1V 112" RADIUS 1" 4" VARIES VARIES = �M MIS SIN CAP iv A. 1" 1" 1" 1" iv C? iv 2' 2 12 VARIES VARIES SIN 1 4„ 1„ 1 1/2" RADIUS 4" 34, 4„ CIDrla r MIV 1" 1„ r 4 4z � � MN r N 3" a a - MIV l!7 M VARIES 2 �p 11, ,,, 2 32' 11" 32 1" 1" 1,_8„ 1" 2 1/2" RADIUS BASE - CO BASE 3„ 4 , � fN 12, "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE l BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING 2" �_ �_ = �N �-6 1'-6" 1" 1'4" 1" _ 2a • O , N 1-1/2" THICK 1-1/2" THICK 4" 10" ter' i 2144" HIV _ � 10" ,6" jl`Ir _ CV ----- N M 3„ a 1„ 2 N 2" 4" 3" 6" 2" 2„ N fn cn N M 1-1/2" THICK 32' 21" �M r 2'-4 52 1 5 52—� oo IN 4" 1" N OY M 51„ 4 VARIES VARIES 1„ 2 Cl)- Q �M r I I 22„ • VARIES VARIES 4„ 8„ _ cv i I oo j cD i { 2" M 3zoo 3.. (Ya0) ^ Q4' KEYSTONE F11 b Vr--------- OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 �0 OPTIONAL r 3„ 3„ 3 a 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" (V CV 2 VARIES 2" 00 1 " NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED T-8„ 4" T-0" 4" 101, 1-4„ 10" 14'14' 0 io CV 12' L 5a 2' 1" 1'-12' Sa 7„ V-4" N <V 1" iv N cv r= R6, v — c? O 1" '910, 2 N� O GENERAL NOTES: - 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH s� ca c r r� 0 aD -a 9 W CD L t � V Qh O C C$ Cj N N ® R it c E o C > O CV CO LAM' 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a �V ' Q C,O M 8 hi N O tm ON ...' ® R rti 00 (n tit ik f N �Mv ° # � d ' d w o 0 Y W W o�N 05 rn m Z LID M0 a J i w N ofG O V of Z M Z N M 0 0 o m N z o � Q — `o CD L w O N W oo w t�6 l�a LU —E U r' Q o N `n N o z w M M J N ¢ � Z < Q i U- (13 C, E U Z o wz > N Q- o a I— 16 go 00 O O C C o¢ 0 K m ro wI S wz �w =Yoz �C '¢w o< z ao W �n <0 o az m a� .3 a <� w� >° v oilis a o 3 >� J Lrn LO Q ccc :3 CL 'i O o o :) Y Y m = LO O r M 0 LOI (0 N 00 m (0 L0 OM Q r CD LO N c0 o Z Z E vi a c N E d U J Q J JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. F1 I F-FVTT l i A I l >n i --T— _ 1 11 6 'l All ;rill,1 I i ill r-r I I I , F--- —r - - — 00A ELECTRICAL SPECIFICATION 150A/2 PANEL C NENTTER ER C DOOR NOTES: #14 to lights 8 outlets NEMA 1 10 #12 to appliances and GFI ELECTRICAL CONTRACTOR 2 0AMP/ 0 410 to WH MUST VERIFY WITH THE 10 #8 to Range SPECIFICATIONS FOR THE TYPE #6 to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MO 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. 4 Bare Cu Ground INTERSYSTEM BONDING o #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED �J 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 I. 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.WEATHERPROOF DUPLEX OUTLET P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 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 LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION P. ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 5 CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER JD_ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J �� CEILING MOUNTED LIGHT FIXTURE WJ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DISC. WID GFI ROUGH -IN FOR OPT. CLG. FAN/ FAMILY R M LIGHT PRE -WIRE � G � ' GFI 1 L UCI---_J GFIL- -------_— JGf r-� D.W. L I K W/ DISP '�AFE _ . ETC PENDANT AS PER SPECS \ FOR -DISPOSAL PATIO ANGEI- -- - WID- GFI �fi I ---- III, / I , \' r' l~Ql V I lAV 21' @�kS�N i `2tr VT 3I R C „ W 31'. IQ 919 4 TO LIGHTS Tr AND ITCH ABOVE CEO TO M ROUGH -IN FOR AIN OPT. CLG. FAN/ — — — — — — — LIGHT PRE -WIRE PLUMBING RISER 12 SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO = I I — — — — _ / BE VERIFIED WITH PLUMBER --- ----- � FLEX --- / SiORWID I -M !db =19P'�GFFI-------- C.M FOYER GFI @ 44" A.F.F. L I � I NTRY I I I '/, O r------------ I I I I I I I / \ I � \ I I I I -� GFI FOR I -'-' GAR. DOOR I PREWIRE 2 CAR GARAGE I I I )RFI @ 44" A.F.F. I I I L------------ VERIFY LOCATION ELECTRICAL PANEL VERIFY METER LOCATION WITH BUILDER GFI @ 44" A.F.F. IRRIGATION 15'-0" R1.3 FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" a+7 'ev Cn o 9 W � o 1 C= c m-c e� � _ m x .% = L.L. d o 0 CC E c CD .�. �E � v � v 12 M CV 0 CV M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r Q CD o0 ^�� V N 1 h J 0 .� M N xc LL U_ M y a a Q ,v w C _ a Y C7 ta�� Z ewe Ca` 3 Z � J -o rn O O to C)Y a N- w , M W o c W W _ oJm cn�°'°' J Z C)N o tY w Z oo N co Z 0 co FF_ o ❑❑❑ �r W o W N z o � J1j s. r N M 0 o va LU U 0 V)01- ,-,., g ues �N:::D) � r— Lu EEo i 4fV ai U o c U) Qco m N ti co Z W M M N ¢ 0O Z Z Q < 41 —r U_ z E cz E zo o° FZ >P ze o�a 1—ni �gUo a ,E gz w0.wg L CO C ¢ o Z m F o oZ z Z m � .m , 1w 3 �� W go c!� T 3 t a Z N W W C)4 0 az o w< >° Mill!3 v 0Ia� ¢ 3 .° O 2 J L J L0 m M ,---. Q CID 0 Itt O o C:) � U)o J m m Ln l,,, o T +-I U_ M I U-) -0 CC N O °° Ltd CU M r T cfl LO io E c o Z Z E O to m a E U °� Q c J JOB NO : 23-06134 SCALE : AS NOTED SHEET NO. 4.1 r - rn v Es L0 00 M L0 LO O cn 0 Q7 O 0 0 I N LO 0 M L0 v r/) 0 4- 0 0 0 I N cV O 0 Lo 1.0 cy- O N 0 .a a 3 N Q i a E F2 CD `v c d.: 0 U J nM O �i v 0 0 a M O cD LO j v 0 0 0 C z m cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 t0 WH #8 to Range 10 #6 to HVAC METER MO150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Discon nect SERVICE BY POWER CO. 4 Bare Cu Ground INTERSYSTEM BONDING o #4 GROUNDING WIRE TERMINATION PER 71 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 rqw- HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET 17-9 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN Qr EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB 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) N TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER NMI_ ELECTRIC PANEL _I DISCONNECT SWITCH L J ROUGH -IN FOR OPT, CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT, CEILING FAN W (1) PHONE LINE, (1) DATA PORT SECOND FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=V-0° 6rJ ca e_+ C" ran co C-1 �• c u- o- y w m c= co N y 'A Q r CV a� W tu V cc r` io y utj a, ar � c o � T �CD Q 2 M CV 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ',e Q O c7 N N N T 0 W C r d 5in°D� v u� [ " i N a m cn0 v 2 at l� N 5 J LL d +13 Z JLLIL 52 Lu — -o a 4 M C V1 a;. a W E:Eo _ Yo 7 M N O r t^.1 11 W O� S to c' m Z T N Z Q zN O U U o W El V M ! Z N M O � N z o � � W V O (� w U O N c U „o r" t m C rn s 1 ¢ v°J o N O 4 �p 0 � J w J z U_ QC E g y a � o0 Z o Z 0 I` ro 0CL �o 0 o E �z o co (6 F— Q z o 0 w z . C/J o c c as y m0 Z m J h m ¢ Z Z< Z' go cn ¢ a Z W co¢ ¢ ~ K o wI� Zi< ao z ° � > J LOrn L0 cm Q ca 0 F O O o � 0, O O Y m m -E LO O r u— c) O') I � O l.n c>3 O� m N LO M Q r T_ CO LO a) E w = CO o z M Z E O to ca E a.0 � Q JOB NO : 23-06134 SCALE : AS NOTED SHEET NO. 4.2 Q 00 O rh L0 u7 V) C) O J M to 0 I N 2 J Q LO eo O LO rn v r O Jn M C> J C) I M cV O rA O Lo if) i O V) O / yQ1 L Q O E E v c J C: O O U J LZ rh O 0 0 04 0 LO 45 0 0 0 0 Li v z W m C L ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ, FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0 0 Floor 55 53 8 26 2 13 0.0 0.0 0.0 (Zone 1) Upper 16 2 Floor 1826 1753 250 876 63 438 516.0 240.0 276.0 (Zone 2) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. )NE-1 TIC SPACE SQ. FT. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (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% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" C N � M z CL 1 N v cc C-LA- m x CL- N f0 e i (n ® CV E w is Q, w as o- L, c V, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W S E o ch i N N CD 00 C N co �co N . y N 9k tJi c ' U a z ; Z n)LLLL LU — a rL Y co C IfZ C) 2 O } {'r W 0 O 2 , z LLN r° m w C0 Z O N a CO) OU ¢ y °z W ❑❑ N M O 0 2 N z iz a J _� r` Av) LU 0 U 0^ V) w �o L Will v / U c mi-..., f L U ZIP... 0 N U)Ot Q o J w m M M J � ¢ O z Z z Q Ll_ � CU z ❑ Is } N '<a 0 z N r0 Q O U o O U � O E U ❑ r6 Itp Sp W Z ¢ Cn @ 6O G O U01 .O Z m m 4 W 3 o- O CO > m I� a oz ..� x3 nj 5 a 0 3 (0 LO LO a> Q 0 It O j YCT p 3TM. W O W m O LO }� r •I--i IL co U O 0 L LO 0) O N CD U E m Z E O cca a E U _j ui Q o C JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. 5 v+ 3 L0 O to LO Lo ID LO .a ¢ 0 0 0 J M 0 I i J rb r7 to LO ID 0 C) t- 0 0 I N cV 0 0 LO LO L v Cn c C, 0 3 rr> O a 04 >_ 0 CD E 0 `v J d 0 V J c7 rh O cD a 0 a N 0 rt v 0 0 0 U Z w m 0 c c d T-O" J TYP @ 2 STOR S6 50'-0" ih C PADS AC PADS ■ . . . . . . . . . . . . • . . . . . . . . . . . . . . � • . . . . . . . . . . ... . ■ . . . • ............ ■ . . . . • . . . . . . . . . . . • . . . . . . . . . . ■ i \ HVAC CHASE I7 I � ( I I I I O 0'-0"1 \ \ \ \ \ \ BASED ON �? J TYP @ 2 LOCATION I I GG GG S6 STORY 0 I S3 _ 2'-6" x 2'-6" x 1'-0" I S3 I 500 I `�l \ \ \ \ W/ (3) #5's E.W. r I C° r \ \ \ \ ■ I I I 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. GG `� S6 \�\ \\ I r � 20'-44' \ \ \ \ '-71 I 3'-72' I 14'-44" TYP @ 2 STORY INDICATES FILLED CELL w/ 3000 PSI \ \ \ I I I _ N _9 N ' CONC. GROUT FROM FT. TO BEAM \ \ L W/ (1) #5 REBAR VERT ABOVE SLAB \ \ \ — \ 1— : ■ S3 TOP OF CONC./ PAVER TO BE 4" : I TYP @ ALL PLACES SHOWN \ \ \ \ \ \ _ HOOKED FTG. DOWELS 5" EMBED \ \ \ _� \ �IcO BELOW FIN. FLR. (.0 1/8"A'-0"� PROVIDE /2' x 9 /2' c� I W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" I KITCHEN T° \ \ \ \ \ \ 3 \ \ \ \ \ \ \ f \ � I d `' SLOPE � a � - I 19`-51" ISLAND LOW 7._o-„ \ � \ \ � 15'-6" RECESS FOR FRT. DOOR 6'-0" -4 & 2'-0" I ■ : I WALLS T \\�� I STEPS AS �0'-0" __-- :� :.q.a •■ Lilco ............... M REQUIRED PER FIELD CONDITIONS : I le ■ : PROVIDE 1 Y" RECESS T — `— — I — _— — — — — r— I �r III / N00 ■ FOR SGD. REFER TO Illy I D.W. .) II ) III CHASE TO I \�W.H. I— MASON'S SLOPE FOR I IIII ILI LLL_J�—JJ L --- ISLAND I — H., STUB UP TO K T o o 4„ WIDTH I 1 1 4'-84 2'-421 (2)#5REBAR 2ND FLOOR S3 VERTICALS w/ in KW/DI SINK W/DIP 1 3'-04" 13'-11" 2' 6" 2'_6" M2 FOR A/C FILLED CELL — o N I 3-1/2" MIN 3000 PSI CONC. SLAB F R co in S3 M HERNANDO COUNTY ONLY I c1/8":1'-0" S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 2'-6" x 2'-6" x 1'-0" L SLOPE I 6 MIL VISQUEEN VAPOR BARRIER W/ (3) #5's E.W. L_ 20'-44' AN G _ 6'-14„ 4'-0" 26-6'. I _ B 21'-6" ......... ...... ... .... °P T-2" N CJ I -3 1/2"� 28' - - CJ I zo I I N SLOPE N I I TYP @ 2 STORY PLUMBING ' ' ' ' ' ' r I PLUMBING U.N.O. (SEE JJ/S3 FOR STEM OPT.) b ; /y�� STACK STACK GG .. CC W/O S3 S3 (V Z-52 I S3 UPLIFT ■ ;r I " 0'-0" I 01 I I (2) #5 REBAR VERTICALS w/ in J 00 I I I I FILLED CELL Li�oo : •.•tom _-_ —�.. N I I r � I I � I 1 VERIF I I�C� 1 LOCATION I r�L p�� � � Yt �LZC., G7AcE P*NEL— ('7 • MTV TYP @ 2 STORYJ (SEE JJ/S6 FOR S6 STEM OPT.) 3'-10" T-103" 2 8 48--0" 50'-0" VERIFY METER LOCATION WITH BUILDER 3'-4" 6'-0" IIIM• +H.B. 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. FOUNDATION PLAN - ELEV-Al NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W Z W U) 0- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" r si p #5 CONTINUOUS ., < ,♦ _ ", REINF. SEE FND. FOR QUANTITY ♦ . I� ♦♦Y #5 X 25" X 25" CORNER ♦ ♦ ♦ r +r' BAR ONE FOR EA. w. , rL ♦ i i "� ' • ♦ HORIZ. REBAR, TYP. , U.N.O. ♦•' .. ._♦ r♦;♦� ' **Alternate: j Y The reinf. bars shall be s,rr ov, ; ; �A ; ,fir -'��, cont. around corner by cold ♦°��; bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 Cn r -o as LU � v c C M W N m a + C Ll- H cD O b V) -a CN t 4 •, =V a 47 d w = ¢ ies � as ra a • u cv a ca C Cu nleit� ff 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. h ? Q o E a,F 0 S N U N 6 CD CO N N z� } MMI = ?N Y In r- t- N O 2 LL 2SSz E Q C3 C J 5 LL Lu M LLLL 5 a ,n Z 13 m c0 v 3 •• L m o :l W 0�pjO� m w Z 0 Z Q ti " N M ¢ o OU 3 , Z W c¢i ai ❑ ❑ Z N M O O o O co Q v Q J — a_ M u- W 1 CoCo u- 1 W m ° U 0 l/1 Lll o � tlOs LU o.. F — L ill Ill U 0 N c u) s o w M M U— O � Q LL E 8CU w w z Z o ❑ a F— R7 g� �O o E O < a g� -.4-J i z w O o z !r z � VJ 3Q w 10 m J "m aw z go W m wLL z oz =3 CSw� w0 >� nj ° >c V) ai rn CU Q cCU O 6 o O O Y T Y " U)O -' N'^ W m u }j O i r a--+ I fly -0 cc LO QO -0 C0 N co LO O Q a� m ' E CD 0 Z m Z E O y 0 m` d E U J a Ci Q c c J JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. 6 SEE GE05 FOR STANDARD GABLE END_ FRAMING 2X TOP PLATE TO - GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. - W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING G E 15� FALSE BEAM SJ- u7 00 r.0 L0 L0 ID v N 0 0 0 0 J I2 0 I i 00 00 C> R u7 L0 L v cn 0 rn C> 0 O J 0 CD I N L0 0 rri 0 Lo L0 i v N o, c Y `o N 0 CL 0 a i E 0 x a c J O O U J r+') 0 v 0 0 0 Lo 0 0 0 z W W m ,o v N STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d STRUCTURAL 2x STUDS SEE PLAN COMMONS @ 3" O.C. @ SHEATHING (SEE C/S6 FOR INFO EDGE & 6" O.C. FIELD RUN FOR NAILING INFO.) FULL SHEET FROM PLYWOOD BOTTOM OF FALSE BEAM 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d w CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS z 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS rn 2x BLOCKING W/(2) -12d p NAILS @ EA. END SEE PLAN O TRUSS BRG. d ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING rFC03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1%0" GABLE END SCALE: 3/4" = V-0" 2 D2 O„ RI C)C'vIKI(, ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 t GABLE -38.22 -38.22 1 -60.99 1 -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: %s' EXP. 1 CY16) or 1V32' EXP. 1 (33/16) TILE: 1%2" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", 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. 2 D2 _ 9Y RI n('vINr CE FT1GE FT3GE (2) 2710" PT SYP #2 w/ 7/16" BEAM TO BEAR OSB FLITCH PLATE NAILED DIRECTLY ON TOGETHER w/ (2) ROWS 12d CMU WALL NAILS @ 12" O.C. STAGGERED (2) (TYP. EA. SIDE), TYP. (3) BEAMS A (BOTTOM OF BEAM @ 8'-8") I II II II A II I II II II II II I II I.I.II II II II II 7 FT12 II it II it II II II II 1 II II II II I L` u FT4 J - 0 o o FT11 ........... CANT LA SUPP 00 D2 _ TRUS X LL C7 GE1 •••••••••••••••.•••••••••.•••.•••••••••••••••••••••••••••.•••.•••••••••••••••••••••••• CANT SUPP TRUS X 7 D1 OPTION C 18 BEAM TO BEAR D1 DIRECTLY ON CMWALL (2) A 1❑ FT1 Go N (2)j X - S6 > o U- X a N o• SS .o . X •FT55A ......................................... LL :....... F � FC03 I •I• I I I I • •I I •I•I I I I I I I I I I I IA:.... 1.1 ....1.1. II.. .11. 1I I II II I I I II II I I I II. I I I I I I I I I I i t I I I I I I I I I II II II II II II II I II II I F 12(at 6D2 r Iur- 2x BLOCKING BEAM TO JRT DGE 3 BEAM TO DRT DGE 3 YP. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 112" 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 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS _ J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). 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 wO -(A)� 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. x CONT LEDGER Cc 2 LL13 i �0 0 110 W El El 2 o 04-1 o 00 z C3 LD LO E CCD L0 D co SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN — ELEV-Al SCALE: %4"=1'-0" tV C" � CD a i > W 0 c� o C, c �v c . - - ram Ln 00 O LO LO C N rn CD 0 0 J M CO 00 I r� Q Ln M Lo O L v a- C, 0 rn O O J CO 0 I to h7 cV LO 0 LID Lo LO v CZ) 39 Q `o a CN CV 0 v n. E F2 E 0 C i ri C 0 U J 17 to CV O 0 0 0 a N N O 0-1 0 0 0 z W m v tiJ CJ1 CJ3 CJ5 CJ5 CJ3 CJ 1 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA {+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 / /a m GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 / -- --T------roll. ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): \ 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDZONE I `•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: I I I I 1 O I I O SHINGLE: %e' EXP. 1 CY16) ortV32' EXP. 1 (33/16) I I I TILE: 1Y2" EXP. 1 (32/16) NOTE: I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS ®I 13r 3r �i I 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. /—\(2) Cl) LO U U U h Lr) M U U U �� CJ1 CJ3 CJ5 '00/ I W J1G1007 63Q B1 ONLU O W I Q \ /1> Q <: ..... .... Q .. Q Q Q Q I I W I I.. .............. Q .. p M LO U U U (2) x TYP. O (2) X UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" 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 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" 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" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ (2) 16D SINKERS & 1LUGT2 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 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 605 1 12-10d SPT24 1090 1 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) (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 10 (A) - INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. x CO TLEDGER� un El El U) 3 Qco D LU =It , LILL. co 00 LO O SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=V-0" eh sV �.P e0n �ca a� � c Lo 0 � U i L� �@ n ' o % •''a �� a i �ai:..yfi aim' 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. yid ­2�'�gfF, W F' o E 00 N O r '0w .S `, ri, j LL i— v� Z 13 Lu L 0 i _ O ..L6 L �� n L° o Y rah, W W w �2O'00 M Z m O � � M Z F � lr 3 u7 0 Cr r� v 7 V) 0 C) O 0 J M CD O I N J a L0 0 M LO LL 3 in 0 C) 0 0 J d- r2 I r'M N LO 0 L0 L0 Ln 21 v o- 0 0 c 3 FU-- M a E 0 L v c c J a c 0 a v U J GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . O Safe vertical load + Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FORM & GROUT SOLID CV Q rLu O #5 BAR CONT. 8F12-16/1T O "V" LINTEL DETAIL SCALE = N.T.S. '00 mom I Im E MEN 0 0 so In I a � M Kamm Ulu TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 4 81- 16- B/1 T U Q ib u tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT t- x 9 w 2 z O Z REBAR ALTERNATE POWERS MIN. (1)1) REQ'D d e -1/2" CLEAR STEEL LINTEL C O a d M.U. #5 REBAR AT TOP a° n MIN. (1) REQ'D 1-1/2"CLEAR ° a n GROUT � Q � ° 5 REBAR AT = w ° O BOTTOM OF cN» w LINTEL CAVITY � U -BOTTOM Lu ir d O z REINFORCING M Q r7 cc 7-5/8"ACTUAL PROVIDED IN Z �-` d w n TO_M NAL WIDTH LINTEL Q : O 3: cNo Lu (VARIES) Cn � cr a MATERIALS c precast intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SPF STUDS @ 16" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4' TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END -*--T#5 REBAR AS INDICA 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION aALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL MIN, L LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" eY3 C C o CV C" o 0 cc _ m x a- y 0 m E� d u 0) =� V.Cc Cc E 0 a �r6'�c91f�,Y \Cr"Y ^�". C'�* t"� � �'f•'i�,j i� J p o ; t me� 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. 1n, 'r6 o EE O M U �A1 •} v O N o C� co 00 a)N W xx,,33a [[ M O ik LL Z5z LL c LL LL - 6A' Lu Z M W cr- ' W _ LL o mO t°' rn w o J L0 M Z ¢ H a N 60 U O Z M � � N M � o "S N z o � Q 0 Ln cN'f a v1, u a LL T Gn L.0 �'JPL�+•• � U O � LU o N �N w c E [ hg v a L U, 0 o w Co 3�z U_ ca o Z- ¢ � � p sF zp ca 20 10 Q 00 0 0 E ao 0 -Z Z .a) wo ww L CM: C O ¢co 0 U m O m � Nm aw oU o� z 0 T oLL a z N F W m � <o aLL r r- �3 o M v w� oIQ i° 0f o 3 >(LO J O ' u rn m �-� Q C7 V d. O Y CTO $ O U m m O O r ate-+ LL M o O Lf)I co 0') coN (.0 LO CM Q r In T cD o Z N Z E O N Ch N c N a EE U J v N Q Q c J JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. 8 r I III cif I i 1 1 1 T I I I IIni,::..ri .w ua..i i -TA E Xa JFF IIrrl I'l T I i r1 __- -_ I- rr r v+ LO 00 M L0 rr O Q rn 4- 0 0 i0 0 I PO i J 00 0 LO L Cr V) O .a rn CD 0 0 C, 0 I N M N Lo 0 LO i L0 >y v rn 0 i c 0 0 a E aNi E 0 c i a c 0 0 0 d LZ N 0 0 c0 0 0 N 0 L v7 0 0 0 3 C� z w m 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE, 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1), EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1,2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2. 2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4. 2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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. 2" 1 %" Y4„ 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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT- +/- 0.18 ENCLOSED BLDG - ) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS To SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4. 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: rr 1 �� �• 1 �, FASTENING SHOULD BE TYPE W 1Y DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy= 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / : Fy 25-87. WITH G90 4.5.2. SHEET METALCOATING ACCESSORIES SHALL CONFORMWITHASTM NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = 0.148" 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRINSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4. 5. 5. ALLLFASTENERS 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. NOTE: 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.83. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overlog and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. tV C7 t%j C" `� � ao c- o ra --amac N c LL. a Cn�Ns Cn a' c Q 3 cu °= W ez � •� R CU c E eesc ea, 0 •�..... E �•. �l jt , ai ��� ®a r>_ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W .� W H o E O N o a 0 a0 w r Q -. �CD N O J u u J LL LL W a W c? W Z LL N in�6jO' N Z m w ¢ J J 0 OU U O oMi N M _ O o 0 � N Q Q �a (n d N N C7 �N W1, z � `o LL T L a LU j O V)rM r , , o w t�Ils U pE . . ....... 0 to 0 O N � 0 � M M m � p w z z G c E � U wz oa ca F- r0 o E 0 o B M 0Q o az o o� az ww w0 ra I m o1 3 ¢� op �z Q WC) U:) wLL ¢� ao �w co o oLL w w� =3 �0 >0 mi v `0 a11 o§ >� J LO LO rn C7 1^1 i 0) 1:11 O o O O m m LO r ate-+ O U_ co -� co C) N of OO LO CD M r T Cfl LO CO o Z M Z � E c) f° a E U ¢ p c JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. S N 01 3 J Q a v7 TO v 0 cn O a O 0 t2 0 i co 00 M LO v C cnCr 0o M 0 O 2 CD Cr I i L v C O L 3 a r�o CV N POE a ca 0 x G G J 0 v U 9 r 1_ N 0 0 v 0 5 a CV 0 0 W 0 m THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 771 . I..�,' .. 16GAxl-1\2" LONG (3/4"-l" CROWN) 8 STAPLES @ 6" Q.C. VERT BETWEEN MAX -' I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 O 0 6-0" Q - CD STUB -OUT FOR 1'-O" o ° GAS METER 0 o � U N so • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6 4' (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x P 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM to w STD. 90° CONT. #5 B OR T. #5 HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNSEE PLAN REQ'D PLYWOOD FLOOR COLUMN AND (I SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI Tom —MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN ' OTHERWISE SOLID ' BLOCKING TO MATCH L 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. Clinch nails I when I 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 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. - - - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ' + Filler blocking ° 1/8" gap + + ,ti Boise Joist Blocking Use 3" (10d) nails at 6" o.c Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 14" 2-8d : 5-8d BCI 6000s® BC16500s® 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sYH 11-7/8" 2-8d _ 3-8d 14" 2-8d 5-8d 1 s" 2-8d 6-8a BCI 90s® 11-7/8" 3-16d I 3-16d i 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC wl (22) NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) 10d nails SECTION INT. BRG. WALL require additional consideration.- 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam " `"' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6„ A 1 2' ROUND HOLE MAY 6 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1� --------------- Any 1'6" foist Span (it) -- S._._..1,�„ 1'-1' V-2'° 1'-,2" 1'-3' '�'-3." 'f'-T" I'Al"" 24' 2,-9" 3,_�" 3' 7 12 1,-1, T-1,. 1, 2,. 1r 2," V-3' T-9" 2'-4" 2'-'11" 3, 7, 4, Z' ,4,-,. 6,-,. 16 I -U' T-1'° 1, Z' 1' 2," V-7" 2' 6' 3'-2" 3'-10" 4-9' 6,-T' 6-4' 7, 2' 20 1'4Y' 1'-1" 1' 2'° 1 2,. 24Y' 3�-0" 4'-0" 4'-10'" 9-11" 0'-1'1'" T-11'" &-1'1" 24 1,_,, 1,-1r. 1'-2'" 1'-3'° 2 3'-?" 4'-9'" Er'-10.. 7 2. 5,,. 9r,. 10,. 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 10d nails. Install tight to top flange. SLEEVE THRU STEM a " °. ° SEE PLAN FOR °• Q . • FOUNDATION INFO ` a' STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I �a I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN r'a � 4 °pl=�i� SIT I`i I 1—► i ii I I—_ I • 4 d: I� 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" CENTERED @ PIPE PENETRATION TOP (2) #5's x 4' 0" —\ CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE PLUMBING LINE 4 • d d 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 a ° i da c e d V d d a a.� N SEE FND. PLN. SIZE & REINF. 0 d� > W O � O —A LA. O W C N_ to O N g 47 4 N c � ttf 4LY ..15 • c3 q7 C ci :2. a •2 .� C E � v y ° M e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing 9 9P 9P 9 9 Engineers signature and seal. rr�, aft H . Q v E O N U N v S > t N O> q# 0) �I O UJ (D � N LL LJL Lo � u- w w 61 zrr a N C)a o- = Z Z lS O � O 5 m eco 1_y Y 0 W o2�rn ¢ m w Z UM o W o co Z U 0 H Z < O C) ❑�❑ s_ < r r t <.,,,. W M N M o o Z � N z iz Q J — a. N M z c7 0 Q) fa O � U , g � w uaa IN M— U LU J U ) v M Y ° ®® Q M o N � o � W M M Z z G Il co E z o so > ry zo a yCU wz I— rR wa 00 o ® gir CIDE� It '— ao wo o �Z ww co �o O U mo z o� Qo o d z m jg � Fr W �0 o wa ao mi aIQ ) � fn > (zi J _LOca Q cD O O O O C) � T � Y 0 J N m CO � O r ILL M O C:) ILf�I ca O'^ m N r LI M Q r- M T (.0 LO E E CO o z z E O a E c°� Q o JOB NO : 23-06134 SCALE : AS NOTED SHEET NO. SN 1 ■ - - -1 1'11l 1 E.1 IL. 1:. 11 3 a L0 00 M LO Ln v C cn O a C> 0 J 0 rn rn i Q rn L0 L0 IV v v CD CD 0 J t2 Ln 1.0 I i N i L0 LC) v v- N 0 Q a r7 cV 0 v a CID 0 s v c c J tl 0 0 J LZ rn CD �C v 0 0 N 14 LO 0 0 0 v Z Uj w m 0 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 .) (OR /$„ GYP. TYPE "X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w! TOP PLATE 2x BLOCKING HORIZONTALLY@ (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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w! 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB MIN.) @GARAGE SIDE IF ( INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) TRUSS 24" O.C.U.N.O. @ UNO 2x P.T. PLATE 1/4' DIA. X 31/4" TAPCONS @ 24 O/C & SLAB &BLOCK EDGES, AND @ 12" O.C. @FIELD SIMILAR AT FOUNDATION ONLY' ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH .� @ 6" MAX FROM END OF 2 x PLATE - „° IMPSON SP1 w/ (10) 10d NAILS 5/8 x 10"'J' BOLT @ 24 O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL, UNDER EA. TRUSS CHAIRS TYP. M WWF OR FIBERMESH ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR „ x6W1.4xW1.4 2 INCLUDE THE WALL 6x6W1.4xW1.4 � ° SHINGLE ROOF, SHINGLES TO a o _ @ 24" O.C.) . WWF OR FIBERMESH CH ATTACHMENTS — 2" WWF OR FIBERMESH —�� BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM �I I=1 1=1 I=1 m . '' . D ' I I=i I 1=) I 1=1 1= I I I-1I I-1I I I I. I I -I 11=I 11=' I I 1=1 1=III=� ° I=1 11=I I=1 I=1 7 ELEV. -0-31/2 „ z o 31/2" MIN. 31/2" MIN. D3161-CLASS F, IN I ° _III —I I I I I=I - - 1 ' 11 I I 2x4 CONT. A.F.F. w b _ b _ _ 12 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING 1I I I=III=III=III=III=III-III=III=III �I I I=1 1=1 I=I I I I=1 1 1 I I I o N a _ _—I'31/2"(min.)- 4" Tr ¢ a _ _ I=1 — — I ITI I — I I I=I I='31/2"(min.)- 4" a _- - I II ITI TYP. ( ) VARIES CODE 7TH EDITION (2020) -) =11 -III=III=III=III=III=III=III-1' I I _I III —III III 11 GARAGE DEPTH VARIES 31/2 (min. - 4" I I I -I I I I = I I1 = �I- " ,,. - 3 1/2"(min.) - 4"=�1�--T _ _ �I fI II i �1(- I� 8 RESIDENTIAL �'� I � =1 I=T__ I I I=1 I f=1 1=1 I ITI= r — INSULATION LE ROOF SHEATHING -SEE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING _,7 IIfil l mill r (2) #5 CONT. q„ - 1, q„ 8„ —III=ITI—III=1 (2) #5 CONT. 4„ �,`8„ FRAMING SHEET FOR MI U.N.O. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEPrcC ` ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE �\�os�G�R W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QGs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C \ ��NN, 6 s 1GGN�\N 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY \� ` 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 1V-0" (R302.11) SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR tl G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 118" THICK. K.O. BLOCK 10d NAILS STD, 90'HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5l8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w! (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH (6)1/4"x3 1/4" TAPCONS *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 2 ° [ 4 MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 26 0# ) SPACED EVENLY W/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR a ^ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ r . TYP. 2x P.T. PLATE � PER MFR INSTRUCTIONS w o END OF 2" x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED _ #3 OR #4 REINFORCING BAR C) o ° p. . N D D' Z A . ELI1/2" GRADE #3 & #4 LAP SPLICE GRADE40MIN.Fy=40ksi 0- GYPSUM WALLBOARD (1) #5 VERT. IN FILL Z ,= ° c� o u. FINISH GRADE [GRADE 25" MIN. LAP [30" MIN. LAP] 60 MIN. Fy= 60ksi] � g I- _ U.N.O. CELLS (SEE MONO OR STEMWALL _ FOOTING MONO SHOWN - - -T- I -11 - WLIJ —III—III—III I— I I I I- ° FOUNDATION PLAN FOR CLARITY °° 6 MIL VAPOR BARRIER TI I I I1 � ° I 1=T=1I I=T. °° T R 1 7/8 ° FOR LOCATIONS) 1= 1 T I1IEl =1I1= z #5 REINFORCING BAR 1 I 1 1x4 P.T. BASE NAILER Z 1 I 1 I I=1 I I-1 11=-I 1=1 11= r _ I11=111=ITI=III III -III 1117 4"x4" INSPECTION — I I I 1 _ 2 1(f=1I1=I11-111-1 #5 LAP SPLICECON— . (2) #5 3 1/4" BASEBOARD PORT AT EACH NOTE: N *FOR BEARING WALL r COMP. SOIL, (COMPACTED TO III ° =I ' I= 1 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 8" 1'-4" 8" MIN. 2500 PSI CONC. SLAB /Cmy) FILLED CELL TYPICAL W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM I I= _ �=ITI= III=�TI ; I' ITT-� 101, �P' (TYP.) MIN PSI MAY VARY PER AT GARAGE CONTRACTOR D1557 ) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 a W1.4XW1.4 WWF OR - NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/UPLIFT rG "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE „_ , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL _ SCALE: 3/4'-1'-0' S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION.CID �, 'v =DWI+ 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 ° (� I I- I - ' 3 1/Z" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR —I I t r 111- z min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS -� e- BARRIER � 4 I� `�" a - . a � GRADE AT 24" O.C. MAX. PLAN AAM , " CONNECTION INFO COMP. SOIL. ° =1� - - - - - - - . - - - - - —T—ITI—ITi IT —I TOP OF BESEE &LAYOUT DESIGN a - - - - ° � �-� _ (COMPACTED TO 95% =11 III I I rl 1=1 11— I I r _ - - - - - - - = _ _ — _ - — -(1) #5 REBAR w/OPT. SEE ROOF PLAN _ - - - a : ° ° _ '� - r � a M c MODIFIED PROCTOR 0I— ASTM D1557 — - _- _ _ _ _SCREEN ENCLOSURE -I I=„I 1 ) I= 11= I 1=I 1= 1 � � RE- (2) HTS20 FOR STRUCTURAL - - - - - .- I I jI I I I -I I� TIT � T -r --_- � � � 11= MIN. CLR. -III III III —I I 11= III BEAM SIZE & 3" (2) #5 REBAR CONT. V 4" (1 STORY) 1 q� IT CONNECTION INFO co I ON 3" CHAIRS TYP. STD. 90 NOOK (SEE 4" V-8" (2 STORY) DETAIL U.N.O. ) MIN. a 2x4 P,T. I I 2x4 #2 SYP P.T. FRAMING w/ —IIIII�; I=1 11= 6 PLATE I 7Tff 1rTl „T SEE A/S3/J/S6 -" ins" MIN 7/16" O.S.B. SHEATHING g TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE rL e °.Sa z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3!4"=1'-0" S3 gEspEq� w ¢ SCHEDULE OPTION #1 1I2" GYP. BD. P.T. 2x COLUMN LOCATION Q � w SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 2� D. w COLUMN SIZE AND BASE rM 1/2" FROM ROM SBLAB w CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0'-0' CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND 4: ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ^ A. ° 3 1/2" COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND CONCRETE SLAB 14' O.H.D. RECESS 13" O.H.D. RECESS " " GARAGE ATTACHMENTS & 18lD1 O.C. PAD FOOTING PAVERS z -,N T' ;I T CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS •,_I EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C' INSULATION PER CHART z SQUARE CMU BLOCK BASE TO FOUNDATION PAD E MAT REINFORCING. N ' �•; CONT. FOOTING STEEL — — — = e — _y_�I �- I I ` .... v ;, M I -• -_ _ ° `''.Q =_- -� I I-- I _1(-J- 1 II T�� I , • " , - (� I=� I(MIN. PLATE TO CONCRETE SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT w > SIZE VARIES PER PLAN w/ MIN. 2 #5 VERTICALS O M ? GRADE ) 4 „ — _ -1 I I �I d = - 00 -TI�=TI .�� 00 • e• . I oo =1 " ( _ TENSION 120#) CONCRETE SLAB 6 6 W1.4 W1.4 i� "' FILLED SOLID (SEE PLAN FOR LU II I I 'a •,' I T II'.: .1=41Ir 1 I=T 'a •• :: _ m - x x a M WWF OR FIBERMESH — SIZE AND REINFORCEMENT) c7 o v .: ��: , I °° `�' COIz-- a w —III-11 I—T- 1 I ,. • " T1 —III—II .•� —III- I • ' :. (� I=1 _ _ _ N I 1=1 I �= I =_- _ °' a BRICK PAVERS or SLAB PER 0 w o o z SEE A/S3 OR J/S6 ((= I I— I I I I= —1 I �- " , I - =1 1111-11 I I I 111= SEE A/S3 OR J/S6 1 I 1 �- 11I- M 6 MIL VAPOR BARRIER _ _ = �'�I (=I =1 I=I L - - - - ' 1-L j�L T=111=1 -r 1T= I- I1=1 I1=l I I. 0 -0 FIN. FLR.� COMMUNITY SPECS ¢ w FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3' MIN. CLEARANCE =II=I I I=) I I- I II I I t BEYOND 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4' (1 STORY) 7 , 1111 I I ; : ti ..r, :' . ° , .. �.•y PAD REINFORCEMENT 3" MIN, CLEARANCE SCHEDULE) 1' 8" 2 STORY) ( ) 1'-8" /2 ST RY l ) „ 4 4' :;, :: : �'• SEE FOUNDATION (SEE FOOTING WIDTH . .. ! CONIC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS �.� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK"��TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"=T-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. �a >a --aox N O_ d � C, 3 d c o Q U �< : ,• Y�^ '..,,d� .., tL To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O (+) U VIA 0 « _ N m p coC N 0° _F FS M Y/ r° N N 4- IS J �. @�t.3 H N W # LL 0 ELL V u- , Lu (6 r�0Q 6_ LL N W w ��6_jO� m ZLO N Z < M N H o O V Z U �. W ❑ ❑ M � N M � o W Z QNN O Q J z Q) �N CD o LL �� C6LU LU a 0 V)r2ff �N w � o U _ 8 Imo..... C) y I 0 O N m U_ w z U_ CIS'E =o oo<� zo Q- E p U — wz z 0 oa FO— rB <� ?o o o CL E <0 o� �< <o j ra C c �a O U m� Z m v J Nm aw � ¢°� �z zo � T 3 it az W m � �� 3 o w w =r �o J a >Q J LOrn LO Q CU 0 (o o / O O ` Y Y Q r o N m m o LO O ILL c M N 0 lf�I " N 0') 00 -Q pip c� LO aT c10 LO ECU �_ CO o Z Z N In CU @ E U a J Q J JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. S3 (MONO) v+ 3 a LO co M LO LO O Cn O Q rn C> 0 O J c0 0 I N i a rn 0 K3 LO In Ew Cr C) 0 O J M CD C) I N N LO 0 `no LO LO 0 LO 0 a a N N a v E v i Ii. 0 v U J M 0 0 0 a N Lo L 0 0 0 0 v Z W m v to (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 POINTw/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY 1. VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE —] WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 1 / , 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @MID POINT EVERY OTHER STUD W/ (3) Od 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 BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S(� 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 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 ° a 4 g STD. 90°HOOK gl LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1U FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J Q W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BASE DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sF p�N��l2 �qN 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET uvvn I nr%"[% W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE 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) 1 (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 S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP, Op O,Q U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 aE _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 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 (T ) v O/C FIELD ? a 2x TOP PLATE /V"' 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED MOISTURE BARRIER M ROOF TRUSS SEE A/S3 FOR FROM BOT. �/ UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF 4,9,gS.PLICE STAGGERED ATTACH ALL - EXTERIOR STUDS W/ �4816d TOENAILS TO I P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION J/SS ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON �` LINTELS SP4 SP4 / SIMPSON SIMPSON SP4 SP2 .r 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 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) )S (9335# SPF) IN. 8" PDXIED A.T.R. 2 & NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. 2&NUT ROOF TRUSS ABOVE 2X BLOCKING 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 !I 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C, MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS W 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD 0/C BOUNDARIES 6" O/C EDGES 0 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 BOTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� REV. 06.24.22 SCALE: N.T.S. CINJ 0 CNIJ c� o > LL, t L N c�-a Cn N t y O � d a v. N SS A �W k `j,§pde7♦igg S��`Fp� �< �W To the best of the Engineers knowledge, information and belief, the structural plans and specifcations 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. E. o E o c� 00 O N o �m r�Uj a° a) N i, ao u) k 3 �0 N n J N O LL Q ce) q C J LL W LL (� Z 13 J LL a w s m o 'vo' p'; C) r,- o 0 ':� ILZ O N mZ a Z O U U O U) :b W ❑ El Z M t"J o o Z � N z o � U) - 13 z �_ �-1 v4-1 o „o o � U 0 g vss � U W Jt_ mt4s GJ U o' w ° N Ol ti o JZ w Cc) M M Z O Z Q E zo �o zo Q� Q o E V oLL z0 oa M C. wo oo o o oQ as wZ M a C a o or m m Nm aw z T 3 wLL z mw m a all F� w V 0 IIIIIII� o v w¢ > � a z¢ 3 O = LOLO ai rn Q IZT O o 10 Y U)o _j N m In LO T V- co I.f)I U C:) N 0) 00 m LO M Q E __ z `° z E � c co FLU _j Q p JOB NO : 23-06134 SCALE : AS NOTED SHEET NO. S4 LTT if _JT N d I I _- - --- 3 LO 00 M LO O C N Cr sF 0 0 J M 0 I N J LO 00 LO LO Cr C co 0 0 0 J t2 C> 0 N N LO 0 LO 0 LO LO 0 Cr O Q 01 iE M O a E 0 N N E 0 d 0 U J CD rh 0 co 0 0 a N O O LC 0 0 0 0 z Uj W m 4 SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 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 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL N IL NG SCHE ULE ORS ATHING 45'± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •* BLOCKING 'r/ 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM OS OSB SHEATHING ATTACHED HE 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) A I D F HE DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT X DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE / (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. x WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF: ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP N SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x INFORMATION 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 12 (2)16d NAILS - WOOD TRUSSES00 00 2"x4"CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END ; AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE X. (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 O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) EDGES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS I' 8 l SECTION g 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" SH SCHEDULE ATTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 SCALE: N.T.S. OVERLAP TRUSS BRACING SCALE: N.T.S. SrJ I'Kt-tNUINttKtU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP '- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z W BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C `-MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8r' #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8r' 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 HGAIOKT w/ (4) 1/4"x1 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"xX SIDS SCREWS TO PLATES (TYP.) '---CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ E 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WB 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 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w LU — — 0 o o O 0 O 4 W O w in 0 ;r o — — — — o 0 w /F/ d w >� a NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM 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 L� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N o cee � av_ W g o CC.'j -0 >< 6L fn C d Co o L N O Q N 3= W Cm C- .= � 8 3 `•�- 3cc a. d S. N C = a ®. v gSi6'�,,w 6r• e 1A.n �. ?, �y To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. " '? W Fr I- o E 1�'y�'4R , 4 CD 0 N O O a 0:4 4 Uj 0 N S, N Co �g N s�� �N8, n, a LL a 3 �% 13 JU_� W — a a Y ' _ '� N (fl W U5 11P ' m W Z w ¢ F mZ J Z N OU U o co ❑ ❑ M � N (h 0o Z co N z o � � Q ul N M z W (D a Q) OW V) Ln CDN CL .�' UM C W J�...° 1 �I 11 Y"I V O N � ®®yy®® Q N O li o w M M J � � p z z Q g Ezo E U wz oa ICo Do o o E a0 ra co 'z <S wz �w 5�— �� aw� =mo �< a� m J N m Q W ¢� 1z Z ci o< go a w W m 0 r ¢ Jo= C� CD F v o� QT aa� N O i- (6 J L0m LO E Q Ca 0 co 0 Iql- C O `1 1— 0 N m LO O •F--+ LL M I LO .Q cc O N 00 m L0 (0 0) MQ � T (O L0 E E > c TT (p o Z m Z E O N co C N 0 d U J Q 0 J JOB NO : 23-06134 SCALE : AS NOTED SHEET NO. S5 r 3 TJ- 1.0 2 LO 11.0 c� O Q rn C> O J M 0 I N i LO 00 C] Lo L C7 o- 0 0 0 J 0 I rri i N 0 LO LO LO lCi r trr 0 0 a M CV 0 a E F�— H 0 v J 0 v J fh O [O 15 0 0 d N N LO 0 0 o' 0 z w m a ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 4z:7 INSULATIO BAFFLE Wgill; �T�T�Ti�_h 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WE DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR xf: SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING N NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Lu o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD H- LAYER 1/8" THICK. U_ _r —�—INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"&' 16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C) v 4"1 INSPECTION PORT AT LL a EACH FILL CELL TYPICAL lx WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN, 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN, PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE c N a „ c a FINISH GRADE o0 ° M IL -ICI -I11 ICI -II _ _ _ 00 6x6 w1.4xw1.4 I I —III —III —III —I I I I d A. III —III —I I —I �I Imo- _ -T=III—I 111—I I a 1 11=III—I I- z WWF OR FIBERMESH =� I I-III-III=1 -III—III—III III <. III —III— „ —III— STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2—STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD 2nd FLOOR W, BEAM/GIRDER -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1- " " 2"x BOT. PLATE (2)10d@6"0.( PRE-ENGINEE FLOOR TRUSIE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED ILI INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B 15/32 OSBF_ EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D m SECTION X-X IF U' NOT FULL 4 HEIGHT SHEET /C z Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F F SHEATHING w x SOLID 2x o C BLOCKING @ ALL C SHEATHING O EDGES(SEE m OPENING SECTION X-X Lu aC) C x w x E � Lu 2x STUDS BEYOND. m SEE PLAN O \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 2ND FLOOR FRAME CONNECTION A FLOOR CONNECTION g 3/8" "S" = NAIL 3/8" SEE J/S 6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S'(7 @ MASONRY 1ST FLR. SEE J/56 SCALE: 3/4"=1'-0" S6 SPACING FOR ADDITIONAL INFORMATION. S 3/a" S 1/2"112" S 1/2° SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD e /2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) - x 1 1/2 NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SPACER BLOCKS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT END WALL W/ (2)10dx3" @ EA. END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1 -0 S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE `• • w A T_IM I I-�-tT= •�, , a SEE SHEATHING SPECS ON FLOOR / -1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#, MIN. TYPICAL TENSION 2600#.) 6 x 6 W1A x W1.4 WWF OR FIBERMESH F. II III •� I �TIIIIII�r I I, ,I I —I I I —III —III —I I I—III---[-(3) #5 CONT. ON 3" 8,— ICI —ICI 1 8—� 8 ll CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 SFF �Off, N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM%" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y/". m ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL Lu LL O m O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F 2 1- O u w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q�OOC/) O m LL ' @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N W p LL F MEMBER IF GABLE END c LL NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN A31 X 2 1/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE FxT OpFNti� R SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM 2x BLOCKING HORIZONTALL @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB WI 6x6 W1.4xW1.4 `t WWF OR FIBERMESH E a °. ° ° < . M -1 i t—I I —III I ° I'° a IIIIIIIilllllllll aa. ��I,IIII I III-1 I I=1 (3) # 5 REBAR ON 3" CHAIR 4" V-8„ W/3" MIN. CLEARANCE ALTERNATE FOOTING L►1•: HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4' 9' (2) (3) (2) (2) (1) LSTA30 9' 16' (3) 3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. oo FINISH GRADE — 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. u tom? N C= !�E C _® 7-� pp W g- z ca L r� eoa T� C14 ''flmX w c LA_ Cc o i •2 � c®V CO I JZ C= .- 3 3 CU d Cj W == i .2 L' E ee ea ss g o /,/A/ �" ,off `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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �h� •�,,b ��4 �s�t W Q O M R 0 N N O, o tFcf ! i/�i aj M 0 ik LL C J u- W Z LL Y m c v> �y @ O k? 6 gi W 6 (V O O W 02r— , 05 m Z LL 0 X M Z k m N J O U Z O U W ❑ ❑ M � N M og N o Q � d: J a N M z Q) �N c� s LU p m U 0 N L Lu o N t�•a �N::DO = � V ca Y =. Ii \l O N c �' 0 Q 0 ° N � I� o m w M J ZO , � z 4 � LL E zo > N o U � o� z Z© 0 a l— r0 MI 00 o E o & a � W o o Qo w z v C: 3Q U W� m o� Z m .2 ¢ w �� Z in 3 �� Jz a W OCIO w cD 5 �O ch w ¢ 0 > 0 a = > LO ai rn n' CD O CL 0 O o CN CID Co LO O T_41 N �I 0 coO U M 00 m N M Q r CD L0 E �>1 2 CID O z l6 Z E E O N E U C a)I a J Q d JOB NO: 23-06134 SCALE : AS NOTED SHEET N0. S6 (MONO) �y -- i I U.u.liq.I a Ilk Will r,oinu.I -, 3 L0 0 LO O o• 0 a O 0 CID 0 I J Q LO 0 LO LO L v cn� 0 O 0 co I i LV LO LO i LO >U v v 0 / �C Q Cn v a a E CU J i a 0 v J N 0 LO 0 0 N LO L 0 0 0 z w m v 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4' AND z" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER i 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD i STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT77/ ARS IN WALL 2x12 SYP BEARS IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C —2x6 SYP ROVIDE MOISTURE PROTECTION LAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONIC. W/ 4' XAND NAILED TO FLOOR WITH GLUE FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/TAPCONS @MAX. 32" O.C. AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND NAILS) OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. / (IEW "A" SCALE: 1" = 1'-0" E SECTION VIEW "B" SCALE' 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6'0 / 1x4 GLUED AND NAILED TO STRINGER ----,2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2X4 5YH 13LUUKINCi FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SCALE: 2' = T-0" VV/1LL / SECTION VIEW "D" SECTION VIEW "E" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO t STRINGER AND TAPCONED INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS E—� 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON `f2x8 SYP DRYWALL STOP MUST L/NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED a' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL • �`2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK ---2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS V H 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4`GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING E SECTION VIEW SCALE:" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI G.1 SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER i=,a:G:a=— r_� -C —2x4 BLOCKING FOR 2x12 SIMPSON A35 -� 2x4 PT UNDER 2x12 OR LSC EACH NOTE: 2x8 DRYWALL STOP NOTSHOWN f STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL (2) LAYER 2.'EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" YA F SECTION VIEW SCALE:' PER CONT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. NEWEL POST POST LET INTO _OCK DE :ING ?X8 BLOCKING =OR NEWEL POST f0 ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, dD NAILED TO WALL BELOW JOINT TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ NAILS D OR 2X BLOC NG 3 RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" ref ev M ._ 0 —� _ Cn, N — nmx = � C= IA .� N t N r� O CD n d c F. Eo isa '- R, c vu A LNG 5 'd 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 p€€, ' IQii V o 1-1 Q o a N n C a) co 'A6 . N, Nf ��00N �� cnr�V } Q �M V 4k w cLL w IN JELL a -o a 4 R Z - Um� o `i W Y O = o 0 K a W Z co LO N Z m ;n V z N a O V o0 �r ,pert rii ❑ ❑ z N M 00 z N z o Q ID N z -J w 4--J �cn w OJJ �M p y U � a•� �r L1.1 E 8 U o �z a, U) a) ¢ m — p®� N 41 o w M M J N � p Z Z Q i.i_ E z o �o y N Q ® U ow z 0o zO a m - W o o �¢ �z L w K Cn c c 4o om m0 o, Z� z R�� S� Zz z go W LL d z m o LL z 2 J � ol< ° °O = >� J LO LO rn 2 .� Q M 0 L_ 0) cc 0 :3 O o Y 0 o O r o J N m Q LO M �co I CD O Ob -0 co m N 'O^) OM Q � u J r �0 LO ECU c CO o Z Z = O E N � m m a 0 _j o Q o c c JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. ST - - — -- - - � T � i.u1--T �r� n�' frT �-i ❑i ru ova, Ar1y. 1 1 11, _1- —I i v Q LO 00 M LO LO 0 0 a 0 9 M 0 I N a LO 0 LO LO O V) 0 .a 0 0 5 CO I i N LO 0 LO i LO LO cn 0 i 0 3 Q 0 i 0 a E co 0 `v CL 0 0 0 J N N 0 0 0 a N N LO CD 0 0 0 z W m n rn 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. ❑ j` 1 X 4 E 1x4 P.T. 3/16"!D X 3" LONG r FURRING 3-1/4" LONG X 3/16" O FURRING TAPCONS `' FURRING �� (2) ROWS 3/16 x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4"L111X8 X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x.C. & " FR ON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"o.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4' MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG, AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 g_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. RAID. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REB (TYP) STD. 90 HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI ...... ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)114" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" 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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ - SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - REINFORCING PANEL SMOOTH. DO NO FURROW. F PLACE FULL MORTAR BED FOR JOINTS N REINFORCING - 0 JO N S NOT REQUIRING PANEL REINFO C G DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE 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 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" F. I III HI P , : T g'. —III E D I I F I -111-1 I I- GRADE DQDI'1Lfi�11- ° N P M Z T �C ' ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = 1'-0" `— FILLED CELL PER FOUNDATION PLAN ® UNACCEPTABLE INSTALLTION *4111 DO NOT DO THIS kR THE ole :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE — PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (*`) 000 #5 REBAR (TYP,) 00* TD. 90° HOOK (TYP.) 0 SCALE: N.T.S. ALUM DRIP EDGE 2x SUB FASCIA ' CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT S F01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + + �ENQTN + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO �\ + SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS QFF CHFFT m Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, - r -v z O U) < 2 U_ O W < U_ I— U < @ FIRST COURSE ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ---2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ 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 RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND W/ 8d 6" O.C. IDGES AND 2" OMONFIELD� FILL 1st 4 COURSES SOLID W/GROUT `e FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° a' •n OVERRAN ° ° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 51-011 91-FINISH FLO °.' >A. o' n — ° #5 BAR X p. 011 • e : .• CENTERED W/ g ' 4 s ry 9(r H °' IN TOP o • a KNOCKOUT / N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN7. e ' °• AND SECTION DETAILS CLEAN FILL .► e e DIRT Z °• ° STANDARD o 99 HOOK N #5 BAR IN _ FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 1'-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC, FILLED CELL 4" SAW CUT /`A� SECTION SCALE: N.T.S. SCALE: N.T.S. C'm - 0 CU > LU 0 r c � t co v cti N N 2 6L d —Cco.- cn 'O p -C 3= w� a. d a E c E M itiri � � o• .o• •.�Mt r �• `+s`� =... tO. �ijip'� 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. m ox 4 z MiAN W E 'nj'7 �^ Q o o m U O 0 N p r .r coc w Co N fop •/ U) -, r J " Q = "g>; " � W a W a �112+ ``Ii Z m o % 0: W _ y o Fu O �Y '� IN o g S 05 Z NL N M Z C I— rv. a N Q a: O O U Z x W U u0i ❑ ❑ V M N M o z z o � —o Q J o_ N N N M � p �-1 o LL 1 ' C/3 V w a O�, , o LU 8 S U o N C 0 N m m o �w M M J h Z O s Z Q a o =o os >m z® r� �00 o E co oa �o 0� &Z � � Qz �0 w= �� <omo �= 0� w o� m v J aw �z 5 ¢� 0. gaz CA) o¢ m O F o w ;o F M v oQ 2 o- o3 >( J LO LO rn Q O o U7 O Y T U U) o J N W CO Ln }' O r Q a--+LLM 0 N CD o '� cc O pp m CID L O O Q r CD LO E c Z Z :3 E O ur m m a E U q p� a) JOB NO : 23-06134 SCALE : AS NOTED SHEET NO. SS ES Q LO 0 ;y v Cn Q 39 0 0 0 I N J Q LO co M LO rn 0 <n O 0 0 J 0 I N O In lL) L v t) 0 Q Q 0 i v E Cn `v J i J If N 0 0 0 0 N N LO 45 0 I v z W m SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. � ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES HIP G.T (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM (2) 12D NAILS AT 12" O.C. MAX BEAM aC� RAISED ENTRY CROSS BRACING DETAIL (TYP.)(*'1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL 6 SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS —jp AS REQUIRED TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY MIN. (4) 1 WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH IT[ I f 14 TB 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 CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z—WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE:NTS DIAGONAL AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 1Od NAILS SIMPSON HUC410 w! (14) (1 L.SEE PLAN L. FOR CANT. #2 SPF 48" O.C. W/ (4) CENTERED AT 1 6d INTO HEADER & 10d TOP & BOTTOM SPLIT TO TIE 16d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 111111-1 VARIES s� 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP - PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS PLATESPFTOP BOTTOM CHORD 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ —y 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; o MIN. 2x4 #2 SYP P.T. PLATE °. W/ 1 /2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION_@ ENTRY g SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. - SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENTKA SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER _e�f CENTER OF POST A A I SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & VL ADDITIONAL INFO. (WOOD COLUMN SHOWN) 0 CORNER — SEE FOUNDATION PLAN FOR MORE INFO 5" 1Y COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR - z SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. I I 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. ju• 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. —• MASONRY WALL BELOW: SIMPSON a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL ff.4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a°. \— (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • SIMPSON LUS26 w/ (8) 10d NAILS • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---/ Z- (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT �39 SCALE: NTS DETAILS &SECTIONS c c� d O W c� N N t N o cc a ,~ _ � � L =d=cm �cr_.� W = = E C0 L s , fps &?,0 Wtv N BZ" 04, e� .� j50ElS•St0a� �. yF7}Olfim i�9°eil. 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. �s w H a of O M 8 ` 5 0 o o N �, 6=N- W ygF N 7 0 �C110 h ,;:. a ai r> <r J = J w VIM v r Gay{13 J LL U- d 'D d — Y ca .2 a O �Z w a' ' W � 5 O 0 cn O O Y iA�°�°� w Z m J cv z d Z N o v rt , ,- w ❑ ❑ N (7 o� � N z o � -o t/1 z (D C� o 4--) W O N ,, o Ly N w` c � =®taat1' �a Q N M M g O z z Q LLU_ E E V Em 06 zo z Zo wa 0o o CO o¢ az o� az Qz wz c c 0a 0� mo o1 o aw 3 r m g Z Z W co a o LL ao a w �� m a� o JW wa E0 I as v Q J O LO6 L0 Q =3 O o Cr O Y r U J m m >, LO ate-+ LL c) o Lf)l co 00 120 N co LO M Q � � r c0 U E . Cz CO o r6 z � E O to a E U � Q p v JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. D1 w - - - - - - - - r - -- --------- I I I 3 J In 00 O L0 i 0 rn 0 O 0 J to 0 00 M i J Q 00 M L0 L0 Cn 7 v O to 0 I N N L(i O Iri i L0 L O Cr N O Q� N N v n. rn 0 0 0 J d 0 U J N r7 N 0 v 0 a_ M 0 LO 0 0 CD z W m v (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 1Od NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. NJ EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2 ) 2x SPF TOP PLATE FLUSH W/TOP BLOCKING INFO Q SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB 3 2x # SPF () (2) 1 Od TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ ( 2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • • ;,; SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 1 Od 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END CORRECT BLOCKING w/ (3) 12d EA. END HEADER SE Q/S4 FOR REQ'D JAMB •°• • • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 1Od NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • � : � SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL °° '• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 1Od NAILS & (4) 1/4"x2 TIE BEAM @ 8„0 SIMPSON MSTA36 STRAPS w/ (26) 1Od TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24 WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR rTN HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. OSIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) o°o o00 0 OF CRIPPLES IF LONGER THAN 8" o °ol P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END C SIMPSON SP4 w/ (6) 1Od x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT { A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS TO STUDS ABOVE & (11) 1 Od NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 1Od NAILS o O INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (E 5/8" A.B. 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ 1 2x SILL PLATE W/ 2 12dTOENAILS. EXTERIOR HEADERS ) SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 CONNECTION SEE PLAN @ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x .�' PRE-ENGINEERED O SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ 2 12d TOENAILS T/B O (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. 1 1/2" (USE SP8 FOR 2x8 (2) 2 x #2 WALL) @ 24" O.C. SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. KN EWALL OR BEAM WALL AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, (R LVL GIRDER ° JAMB CONDITION OR IF BUILT-UP 2 - 2 x 4 SPF O 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS I. OPENING NAILED TO STUD A SIMPSON LS30 w/ 6 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE g INTERIOR HEADER 2 x 4 #2 SPF STUDS OG TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 1Od (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D :I BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 6" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS s r r - TOP AND SIMPSON SP1 w/ (10) 1 Od o ° — ° NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • . , *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS —`�'— 2 STORY I NT. BEARING WALL FOR FTG. REQ. TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING STUDS w/ (2) SIMPSON HTS20 w/ MATCH JACK MATCH JACK ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR (24) 1Od x 1 1/2" NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. aC� GIRDER j (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. 7 LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. • __ ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS 00 MIN (3) 2x #2 SPF STUDS @END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE • SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 1Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. • TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH ENDj NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" Q.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE DS 2 2X SPF TOP PLATE HEADER/ STU() MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3„ O! � .F-T 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 1 2x SILL PLATE W/ 2 12d TOENAILS. • F 2k 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB () () OPENING LARGER THAN 4 ft (2) 2x • A � � 8 T TOP SPLICE tiljN Op (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. • (2) 1Od TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING OPENING WIDTH 4 FEET). IF OPENING 2xF 1Od x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2)(2x SIdLL PLATE W/ IS GREATER THAN 4 FEET OPENING NAILED TO STUD ° 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS 2 10d TOENAILS AT EACH END OF f ) BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ° SCALE: N.T.S. A SIMPSON LS30 w/ 6 10d x 1 MIN 3 2x #2 SPF STUDS END () () @ TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON • 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ° ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS 1SOd NAILS (&)( )STD M2 1/36 �/ (7) TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,;; ) W/ (2) 10d NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 1 Od NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL s 10 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. cv 0 N e'er C3 o � > -® ? W 0 L- a9 o m L11- cr- M �® o E ro ;a \`�`�®,��tttNlBl11 vv Y Y ( Y \ LL ;' CD10 �a. 0� � F L��. F.,•Y• Ye°Y. ,�'fffif f 3 t 11!'�4ttttt `\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a o E ` O N 1p _ t0 N N_ °� 0 CO fl' g u, N �� N M V z i! LL N 5 J W W z r �o C) 1 n W ?@ NO� O WW U) m 00 6 M Z `I Z OU O o �F ❑ ❑ N th og 65 N � o � Q U) M V) Z v c 1 (Jr VJ o a--j ° U 0 �N U) w ''+ x3 — 8 1�.. V O N ° CO Q N 0 IIII! o _ w M ¢ Z LL C6 E p U zo o0 wz >M Qry zp oa �_ n; 0. 0 00 U C7 E C7 E �< ¢ O p ¢ z <o J C,0 p 0 �m0 r o u g 0 J z z 0- . Z go W U:)o >, LL d Z n W m ¢ ¢ oLL ;w ¢ F3 = � QQ III CO oI< a0 ° .� Ip J �c.6 LO LO c O CD CT ° CD T U) O CN W CO Ln r O O N U 0 Lf7l c� N C� 00 m Ln O M to r .� r E (0o C Z Z y E 0 cc d 0 a m U J Q 0 C J JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. D2 T - - --- - -t �I T oT. IJL --II- v 00 CD M LO v 0 Cn O 4 0 0 J t2 0 I rh tD 00 L0 to v o- 0 0 0 J M co 0 I N cV a LO i L0 LC) v 0 .a Q 3 a 0 v a CD CD 0 0 J C 0 v 0 tZ r� 0 co 0 Q M CV N Lo ai 0 0 0 0 v z w m v FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING SLOPE WEATHER RESISITIVE 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 BARRIER EXTERIOR WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. TAPE SELF -ADHERED FLASHING 3/4%1" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLEDWNoow) 2 NAIL BRAND OR EQUAL WEATHER � EXTERIOR CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING O of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS 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 1 UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied (SEE DETAIL WP07) -° --- -- SELF -ADHERED FLASHING ; 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 HEAD FLASHING TIE-IN INSTRUxTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 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 BE USED. 3. Fold weather resistive barrier back over head 2 flashing and seal with tape 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing p p Y p Y Y p p p Y 9 (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTSrim FLANGED WINDOW SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ ' Exception: Where the barrier that is has EXTERIOR DOOR WITH DECK - SECTION A MT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING -� 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, ��o (BEFORE FOLDING, SCORE LEASE PAPER TO OSE READHESIVE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and ' ° � 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK e• BOTTOMVERTICALLY FROM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT ° ° O THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF s s WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK D SECTION -A (SEE DETAIL WP02 ) AND EXTEND TO 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall WINDOW FRAME MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING O /� finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible fleshings 6) TOOLED SEALANT shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the REQUIREMENTS �/ 2 BEAD BRIDGING following: WINDOW FRAME FRAME 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 9 3) SEALANT WINDOW FRAME T 3) WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 g manufacturer's instructions. ere manufacturer's instructions, in accordance with the flashing fact's insttiWhere flashing Instructions or details AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING Q V UNDER DECKING 2 7 subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. q gg p g p g FLANGE (SEE DETAIL WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ■ J SELF -ADHERED FLASHING ■ ' SELF -ADHERED FLASHING ■' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 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. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. v ' s Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVEAPPROVVEDDHOU DHEREDFLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL EWRAP PATCHING STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE d 7/8" Cement Plaster "V" SEALANT SOCKET WITH JOIST a ° ° a TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall a ° ° ASTMC926 in accordance with SELF -ADHERED FLASHING ° o a ° ° ° a ASTMC926 2 ° a a ° ° Felt backed metal y FAA lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 . with ASTM C1063 lathe in accordance FLASHING FLASHING 2 O 5 with ASTMC1063 Building Paper � /�' Building Paper 7/16" O.S.B. ',%,�' ' sheathing 7/16" O.S.B. SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■' SELF -ADHERED FLASHING ■' FOUNDATION WEEP SCREED ■' , Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER ; Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. PRODUCTS DETAILS TILE FINISH I STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) o Maintain Stampede or similar Bottom of cauk bottom Q DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only w BARRIER (WRB) 1 1/2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2 DUROCK BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- SELF FURRING (SF) LATH Weep Screed Above Roof PER THE FBC RESIDENTIAL 7TH EDITION (2020) a I PLASTER ACCESSORY 'OSB', Sheathing Installed As Per SF LATH SHEATHING, PLYWOOD, DENSGLASS « Manufact. Specs. 1'4' PER PLAN z Detail Instructions 1-0 PER PLAN I I. WRAP DP WRB ONTO THE VERTICAL 1/2" Cementitious Refer to the number marked as # in each detail that corresponds to the SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list o Instructions below: FLANGE AS AN AIR in accordance BARRIER with ASTMC926 ®®®• All inside and ®®• ° 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU u - I 3-1/2" INCH FLANGE over wood 2nd ®'° •®•0®° ®,®® outside corner will floor • °•o,®®® -- - 2. Install flashing and weather resistive barrier to form water shedding need to be miter laps ° 4 OR 8 CMU ° a - - I ®®,° o cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) Z Z STRUCTURAL FRAMING°•®®.® '®®•o,. ®•� butt joints need to 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT Za �� ®®°0•` becaulked using • ®.® ®., embedded in the adhesive layer) -for ease of installation and to Q� ,� �,� STRUCTURAL SHEATHING Stampede or Sim. minimize scoring cuts ° a ° 0� LU uJ THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. ti STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and U) DO NOT SEAL. - - CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" ° � ROD & SEALANT DRIP SCREED PLASTIC ` Minimum ° ° SLOPED MUD BED LH Lu = w ACCESSORY I l BOND BREAK WRB 6. Fold as shown by arrows ° ° °a Q w SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to LU Ill fit tight to corner VINYL SHOWER PAN ° O Note: 8. Mechanically fasten as necessary SLOPE ° - I The building paper and metal lath must be Cement installed over the top of the weep screed. ° PLASTER STOP Plaster ° A CONTINUOUS BACKER ROD over block 4 ° d ° & SEALANT 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER ■ SCALE: NOT TO SCALE <vy N N � o ci a o c eac,� ... c u. n- V9 fG p >d mv�� N <�li Cr M CV 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q of O N Y I" 0 N C� r Y/ J N C, 2 Xk Iu_ I J u_ 552 LLl a .y Z CU C o yYo o W =0 2M W Z W d , NZ Q N r o Z O C) U 3e aril W co ❑ ❑ 0 0 00 N QE3� a a r M 0 o i �-+ w � u O,_„o L/) c c) LU E A i" •. t U o N c W I Q co M J �zzQ O S zw z � ri E za >M CL Eo03Boa C)o o o E p ¢ a O �z �� L wo O ww tt _ ¢ o 2Zi m 0 .m ZC: m J o o T 3 w< �Z w W o Lb a� s3 o vt w< I �o d = < o 3 .N O = LO e CL (0 O a 0 O CN m m Lf) O r 11 co I o Ln co 0') 00 m N co LC) CC0Q T E c co 0 z Z E O N U o c d _J Q _J JOB NO: 23-06134 SCALE : AS NOTED SHEET NO. W P �I:. .i. ILL; I i lii I I I r r -I- I 1 Mounting Brackets 00 Gat l 41,r2" x 4-1 r 2' x 2-17" See Anchor Schedule bolts 117' Dia- A325 (;all,, {Typ.) 0 0 0 OIL 4zi4 Sell-€]rIIIIiIQ Screws A/C (fltit Bt)ttJt11 Edge Hurric ne Strap {Typi el:3ir1frcTnt} Front Cross Support (May be cut:toW) :Left bracket 06Gati ) rig 14 self Driilitig StTemTlTru Brackets Back Cross, Support Into A/C Unit Boll Side (Typical 3 l It sicie for hurricane use) 010 Washer; d Self -Locking Nil 6 `xI a hL a 114i kA= anarrru:xum.s .are rinvaulctl'#idi eautr a-lsxrxtuaoc':4ir Our— Esrygiaaad1 Sea)tDnawip�att;aatct3lcexportsinegtawr I-y�r -iblaroi &A win Al Blade Cross Support (May be, cut to Wl Right Bracket (?t7Ltatit e) Florida Department of Business & Professional Regulation page d1 Building Codes and Standards zn62mz1 Product Approval Application Detail m.. y t„si _ k.. £ o ntit or Dol Doi. g Dalc Pendlno Die Noe version Manufacturer Contact anglnear& License validated air validated Submined API0 St its Affirmation 2020 Smen Vent Products, Inc, Michael Gnal Hennes F, Ncrero P.E. Locke aoaden P.E. 12/16/2020 i2J16/2020 12i26/2020 Approved Category: StnlUural Components (I441-8368 PE-73770 (334) 300-1800 Subcategory: Products Introduced as a Result of infoigismadvent.conr Mew Technology compliance Method: Eveluatim Reportfrom a Florida Registered Arehitect ora Licenseo Florida Professlanal Engineer F0022gR81i ddoet Quality Assurance Aoprovedfor Use Approved for Use (Impact Design Sco is Protluct Model. Numher or Nanw Product Description contract emulation Data in HVHZ Outside III Resistant Ili al-ra 1 SmartWent Motlel #1540510 Dual Furefich Flood and Ventilation Vant 121312023 Yes Yes NiA -1001-100 2 S-r Vent hi l#'15405i1 Dual Function Flood and Ventilation Vent iWi,!2023 Yes Yes NA 'look 100 3 SmanVent Model 01540-520 Insulated Flood Vent 12JM2023 Yes Yes WA +t 1-100 4 SnmrtVant Modal#1540.521 Ir-algid Flood Vent 12131/2023 Yes Yes NJA ♦100A100 5 SmanVent Model #1540-524 16&qud, Garage Door Facal Vent 12/31/2023 Yes Yas NJA I 6 small Model#1540.570 Woad Well Insulated Flaotl Vent 12r312023 Yes Yes NIA +100k1DO 7 Sma dVent Modal #1540-574 14.5&quo: Garage Door I Vent 1213112 23 Yes Yes I I code Tope version Manufacturer Revision 2020 Drexel Metal, Inc. Category; Roofing SUbCalegery: Metal Roofing Compil-ce Method: Evaluation Report from a Florida Registered Archil-t or a Licensed Fill sional Engineer F L#17e74,56 P.tdifucts sec # Product Modal. Number or Name 1 Dreael Motel Roopng Systems Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ,'F, E into Or Contact Enpinaer& License scuidated By Jason Shumate ZacharyR. Ptlest Locke Bavden P.E. 15021303-1511 PE74021 (334) 3DO-1800 jshumat @cmax met. cam Product Description DMC 1011 150SS. ll 1755, OMG 2008, DMG5V Page 1 at 1 In4J2a21 I Data Dare Panel Data Validated Submitted FBC Approval Aporiavatl Status OB1102020 OM912020 96202D20 IOil M020 Approved QuailtvAssurari Aooroved for Use Approved for Use Impact Design Coldrad expiration Date In NVHL Outside HVHZ Resistant Pressure 12131i2025 Yas No NA *01-180 Florida Department of Business & Professional Regulation Building and -Standards tandards Product Approval Application Detail Page 2 cf4 076202a Code Entity o Date Date Data leading rye Syge Varcon Manufacturer Cora l E ...r8 i...se validated By Widatad Submitted IAocroval Aoomvad Status Revision 2020 Therma-Tru Corporation Stove Jaspers. Lyndon F Schmidt. P.E. Ryan J. King, P.E. 04/15/2021 12/312020 04222021 D6/082021 Approved Category: Exlwlo, Doors i800i 843-7628 PE-43409 (81M 76T-6555 Subcategory: Swinging Exterior Door Assemblies sjaspersonrimermatru.c Compliance Method: Evaluation Report from a om Florida Reg stared Architeclor a Licensed Florida Professional Engineer FL#2ar6S-RS products Qualrty Assurance Aooroved for Use Aooroved for Use Impact Desian Sec# product Model. Number or Name Product Desed ion Cbrdracl Exolration Dane in HVHZ Outside HVHZ Resiam le Pressure 1 e, Therzna-Tru Flher-Classic and Smooth -Star Pleminal 0&139:88qud:Impad8quwt Opaque 12712026 No yes Yes NIA Composite Edge Ftergess Single Dow (InswingiOutswing; X configuration) 2 b. Therma-Tru Fild-Glessic and Smooth -Star eleminal S&#35 6 &quof l pet&quit; Opaque 12/312028 No Yes Yes NIA Canp.slte edge Fbeal Single Oow+.vith Bldelde(sl (InsvingfOutseing; XO. OX or OX0 confgurafims) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:06quctimpectbquec Opaque 12/312025 No Yes Yes NIA 4 d. Them,a.Tru Fiue,classic and Smoolh-slar 5 e. h-s Therm -Tru Fiber-Classicand Snr w a col tar 6 f. Therma-Tru Fdar-Classic and Smooth-Ster g. Therma-Tru Fiber Classic. and Smooth -Slav 8 h, Thaena-Tru Fiber-Ce-ld and SmmthSlar 9 i. Theuna-Tru FIDerClessic and SrreoxinStar 10 i. Tharme-Tru Flit -Classic end Smith -star 11 K. Therma-Tru Fiber-ClassicandSmooth-Star 12 I. Themaa-Tru Fiber -Case: and 5niodn-Star 13 in Thelma-Tru FlbanClassic and Smooth -Star 14 n-iherma-Tru Flher-Classic and Smuch-Star 15 0_ Therms-Tru Fiber -Classic. and Smooh-Stsr 16 p. Th,me-Tru Fiber -Classic and Smmlh-Slar 17 q. Themla-Tru Fiber -Classic and Smooth -Star Composite Edge Fiberglass Double Dow with or v4tholt Sidelites fluswing/Culswing; XX or OXXO configurations) Nmninal 8&#39';0 &qu N;knpatt8quot; Opaque Canposita Edge Flberglaso Sin91e Door unswin Outsam ;Xcmfi uratibn 9I 9. g } Nmtnd 8&#390&qus;I ct& uot0 a q mpg q Opaque Composite Edge Flberglass Sngle D.orwilh adellrexal ' Inswingbalswing: XO. OX or OXO cmfiguralionsl Nominal 8&439p S.qud;Mpad&quit Opaque Composite Edge Flberglass Doc ie Dowwith or with out Sidelites flnsinglOutsrving; XX or OXXO coifigunations) Nominal 66.439;15 Ldrarlmite dta l; Glazed Cpmposlta Edge Fiberglass Shgle. poor (In swing(Outsning, X conlgumtion) Heminal 6&#39:8 AquelenpAchliquot Glazed Composite Edge Flberglass 81n91e D.wv fth Sdelite(s) (heWngtOutning; XO, OXw OXO ecnfrgural ins, Nominal 6&#n:8&qua3mpael quof; Glazetl C oslla Edge Fiber I Dexc le Doo w arp 9 g in without Sid Oil In-i l�rrin'X or OXXO ( X 9 9 courucratlons) H erranel a&#M:O &oloccAmideet8oluot Glazed Composite Edge Fiberglass Single Door (Inswing(0utswing; X configuration) Namill, 16#39A &quit lmpect&quo: Glazed Cwnposlte Edge Fiberglass Single DoorwEh Stalin, ) tl viinglOut ing; XO. DX or OXO cmflgu 1 ) Nominal a8#39:0 &quct;lmpact&quot'. Glazetl Composite Edge Flberglass Double Dew -with w with out Sidelites (InaMir g/Outsrving; XX or OXXO configur"One) Nunn l6&#39 its & ud1 18 of lazed q p G q Molded Open Com date Ede Rber�lecs Single P D 9 9 g Door iln trt !O t an X f tanml 9 9 9 Nwrin lea#3 ".W;l t& ol: Glazad q mp q Mottled Open Cell to Edge Fiberglass Single Door with Glazed Molded Open Sidellfi, W (Nswing/Cutswing; XO, OX or OXO configurations) Nmltnal 6&#39;8 &quol;m;ixd&quof Gazed Molded Open Composite Edge Fiberglass Dwble Door,.,ith w iithod Gazed Mddad Op.. aldeli[es (InswinglOutarling: XX a OXXO configurations) Nel l 69#39:8 &quo;lmpect&quot Opaque Composite Edge Flberglass Single Ooorwrth Molded Open Sid,I0(s) finswiingloutseving; X0, OX or OXO c.n Ogu r-etidnsi Co Flmlinmpel 68#39 8 &qut;lmpact&quo); Opaque osita Edge Fiberglass Double Doer wim or w4th out Glazetl Motled en (Inswing/Outswo XX all configurations) f2/312026 No Yes Yes NIA t2l1112C26 No Yes Yes NIA 1M12026 No Yes Yes WA 12CII2026 No Yes Yes NIA 12f31/2026 Me Yes Yes I lnl2026 No Yes Yes I 1231202fi Me Yes Yes NJA 12J312026 NO Yes Yes I 12/312026 No Yea Yas NIA t2/312026 No Yes Yes NIA 12/812026 No Yes Yes NIA 1213112926 Me Yes Yes I 12/31/2026 tb Yes Yes NIA lnl/2026 No Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel or 1 1 f52021 Code ll or Ug, owe Dale Pending Data Tvoe Version Manufacturer Contact Enpinear& License Validated III VaV li/� Submitted Fall Approval Aooroved Status Ravislvn 2020 PGT Industries JCOS R.so!vskl Miami -Da de BCCO-CER Miami -Dade BCCO-VAL 11/192020 10282020 11242020 Approvetl Category: Extort., Do- (941) 486-0100 (7891313-2590 subcategory: Sliding Exterior Dow Assemblies tros"alkiMpgtindistneso Compllance Method• Celfil-lion Mark w Lisling am P0251-933 Products ,... _. i]ualiN Assurance Addr-ed for Use Aooroved for Use Impact Design ill Product Model Numberor Name Product OescrlDdal Comract ExpMatlas Dale In I Outside HVHZ Reslue ut Pressure 7O M.Re SOD-55(Large ge Impact) Vinyl Sliding Gass Do., 0411412021 Yas Yes Yes NIA March 6, 2023 :J0 ■ UIO�LO�D�U As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product De script!on Approval Number(s) Test Pressures E pl. Date 1# EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (N+CN-MPACT) + 7.01-67,0 psf 12131/ 026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) F1 20468 +67,0f 7,O psf 1 131/ 0 6 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80..0 psf 1 /31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40,0140.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205. 03 +38, 71- 8.7 psf 4/ 14/2026 Pella Corporation FL2646 C. SEC11ONALWayne-Dalton Series 8000/8100/8200 #1105 8 'j FL 248.3 +31,0/- 5.0 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30,01-33r5 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7 FL8248.,11 +34.4f-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG1 Inc 6071.707,7271747,and 847 Single & Pairs of Doors FL11537A N/A (see inst sht) 12131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499,2 +60,01-60.0 psf 101812023 PGT Series 5500 FL239.2 NIA 7/3012025 Pella Corporation Series 10120 FL11206 +35.01-35.0 psf 6/17/2027 Pella Corporation Pelia 10 Series FL16603 +60. OI-60r0 psf 612212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55,01-55.0 psf 211 2024 Pella Corporation Series 10/20 FL11161 +30,01-30.0 psf 3/27/2023 Della Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60,01-+60,0 psf 413/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10120 FL6694 +50r01-50.0 psf 711512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 512512031 D. MULLION MI Windows and Doors Series 5764 FL153512 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E, OTHER 3. PANEL WALL A. SIDING dames Hardie Building Prod. Cemplank Lap Siding and IHardiePlank Lap Siding FL13192.1 - FL13192,2 NIA 12/31/2023 B. SOFFITS Aiside Solid and Vented Vinyl Soffit FL15272,1 - FL15272r2 +75.0i-75.0 psf 12/3112023 Alpha Aluminum, inc. Solid and Vented Aluminum Sofa FL16544 R5 +54.21-54.2 psf 7130/2023 C, OTHER 4e ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B, UNDERLAYMENTS Tamko for Shingle Ri g 151b Felt Underla ment y FL12328 NI A 6/29/2023 PI lass USA, inc, for Tile Roo Yg � POLYSl1CK TU MAX FL5259 NIA 12123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Midge 'dents FL16918r1 - FL16918.4 N/A 91912026 Florida Metal Products, Inc Vent RV 10 FL21580r3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202A +97.5I-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3112025 Boras Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175Sf DMC 200S, DMC 5V FL17679,1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storrn Panels FL15076.1 - FL15076r2 NIA 12/31/2023 All American Shutters & Glass Galvanized Seel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999A - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12131/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL1 PSL, LSL FL6527.1 - FL6527.5 N/A 10131/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 512512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsiter 1 j copy of the product approval/ 2) APPLICANT SIGNATURE a Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 125,2022 - Code Entdy or ,(fig ate Date Penalna Date T_ Version Manufacture Cord Engineer & License Validated By Validated Submitted FBC Approval Appointed status Revision 2020 Therms-Tru Corporation Steve Jasperson Lyndon F. Schmidt RE Ryan J. King, I 07t2312020 07h1212020 07f2g202D IU13/2020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-6555 Subcategory: SWinging Exterior Door Assemblies slaspersonathermairu.co Compliance Method: Evaluation Reportfrom a m Florida Registered Architect or a Licensed Florida Professional Engineer F1.11120470 R3 Produt3L Quality Assurance Approved fl1r Use Approved for Use my-t Design Seg # Prod uM Mpdel, Number or Name Product Description Contract Expiration Date In I .outside HVHZ Resistant Pressure 1 aTherrol Fi bar -Classic and Smooth -Star Nominal 6&#398&quotlmpact&quof: Opaque IW112022 Yes Yes Yes I Composite Edge, Fiberglass SingleDoor (I nswangfOutsw/ ng; X configuration) 2 in Therma-Tru Flber-Claesic and Smooth -Star Nominal 6&#39 8 &quotlmpact&quot Opaque Inl2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Doorwith Sidi (InsvwnglOutswri lXO, OX or OXO configurations) 3 c, Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;6 &gtlot;lmpact&quof; Opaque 12i31f2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door Wth or Without Sidelitas (Insn/InglOutsving; XX or OXXO configurations) 4 J. Therma-Tnl Fiber -Classic and Smooth -Star Nominal 8&#39;0 &qucsJmpact&quot Opaque 1213V2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door a rawingfOutswing; X configuration) 5 e. Therma-Tm Flber-Classic and Smpoth$tar Nominal 8&939;0 &quot;lmpact&quit Opaque 12131/2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelbe(s) (Insw irg/Outswing; XO, OXcr OXO configurations) 6 f. Therma•Tru Fiber -Classic and Smooth -Star Nominal 89#39;0 &quot;lmpad&quit; Opaque 12/31/2022 Yes Yes Yes I Composite Edge Fiberglass Double Door Wth or without Sidelites (Ins ving;Outewing; XX or OXXO configurations) 7 g. Thermo-Tru Rber-Classic and Smoeth-Star Nominal 69#39,8 &quot;lmpact&.quot Glazed QJ310122 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (InswingfOutswing; X configuration) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotampaot&quit; Glazed 1213172022 Yes Yes Yes I Composite Edge Fiberglass Single Door rnth Side m,(a) (InawnglOutev.ing; XO, OX or OXO wnfig urations) 9 i.Therma-Tru Fiber-Classicand Smooth -Star Nominal 6&#39;8&quodr-maoMquit Glazed 1213t2022 Yes Yes Y.s I Composite Edge Fiberglass Double Door with or without Sidelnes (Ins vingfOutaeing; XX or OXXO configurations) 10 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#31);0 &quotlmpact&quof. Glazed 12JOIQ022 Yes Yes Yes NIA C.p ile.Edge Fiberglass Single Door (Inswnng/Out-Ang-X configuration) 11 k. Therma-Tru Fiber -Classic and Smooth -Star Nom nai 8&#39;0 &quotlmpact&quo( Glazed 12131f2G22 Yes Yea Yes NIA Composite Edge Fiberglass Single Door WAth Sidelites) (InswircQuiswing: XO, OX or OXO configurations) 12 I: Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quat;lmpad&quof; Glazed 12131 f2022 Yas Yes Yas NIA Composite Edge Fiberglass Double Door with or without Sidelites (Inswing)OutPovmg; XX or OXXO configurations) 13 m. Therma-Tru Fiber-CIA.d. and Smooth -Star Nominal 6&439;8 &quotimpact&quit; Opaque 12/312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door With &quot;Non-Impact&quota Sldelite(s) (I its eingfOutsvlirg; XO. OX or OXO configurations) 14 n.Therma-Tru Flbar-Closslo and Smooth -Star Nominal 6813as&quatJmpact&quof; Opaque 12/31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Oouble Door with &quot,Non-Impact&quot: Sidelites (Inswing/Outswill CXXO configuration) 15 o, Therma-Ti, Floor -Classic. and SmoothStar Nominal8&#380 &quotlmpact&quit Opaque 1MI12022 Yes Yes Yes NIA Composite Edge Fiberglass Single Dc cr vAh &quot;Non-Impact&quof Sidelites) Inswi lOutawin � XO. OX or OXO confi urations n9 9. configurations) 16 '. The m -Tin Fl big-Classi and6mo to -Ste p _ r a f c p r Nominal 8&#390 & u film act& not Opaque q o, p blr1 2I312 2 02 Yes Yes Y es Nl A Composite Edge Fiberglass Double Door with &quot;Non-Impact&quit; Sidelites(I-Wing/Outscoring; OXXO configuration) 17 q.Therma-Tru Fiber -Classic and Smoeth.Star Nominal 6&#39;8&quot;Non-Impact&quot Opaque 12/312022 Yes Yes No NIA Composite Edge Flberglass Single Door (Inswing/Outswing; X confguration) 18 a-Tru r_ ThermFiber-Classic and Srric-Star oth Nominal 8&#398 &quot Non-Impact&quot Opaque 12012022 Yes Yes No I Composite Edge Fiberglass Single Door with S o lGe(s) (InsWirg/OutsMng; XO, OX or OXO configurations) 19 's.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6all&quct;Non-Impact&quit Opaque 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door With or Without Sidelnes (Inswiing/OuSswing; XX or OXXO configurations) 20 t. Therma-Tru Fiber -Classic and -Smooth -Star Nominal 8&939;0 &quof Non-Impeor8quill Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswang/Oulswirg; X configuration) 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominai 8&#39:0 &quot;Non-Impaot&quot Opaque 12t3112022 Yes Yes No MIA Composite Edge Fiberglass Single Door with Side@e(s) (Inswing/Outsw ill XO, OX or OXO coMin... ticuri 22 Y. Theron Fibar-Classrcand Smooth -Star Nominal 89431 &quot;Non-Impad&quit; Opaque, 1213112022 Yes Yes No WA Composite Edge Fiberglass Double Door with ar wthout Sidelites (InswingfOutswing: XX or OXXO configurations) 23 w, Therma-Tru Fiber -Classic and Smpohh-Star Nomina188i01 &quot;Non-Impact&quit; Glazed 1213112022 Yas Yes No N/A Composite Edge Fiberglass Sngle Door (InswingfOutswing; X configuration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:8 &quot:Non-Impact&quot; Glazed 12t3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelites) (Inswing/Outscoring; XO, OX or OXO configurations) 25 y. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8&quot;Non-Impact&quol Glazed 1213W2022 Yes Yes No WA Composite Edge Fiberglass Double Door vAth or without Sidelites (InswvmgfOutawing; XX or OXXO configurations) 26 z. Thereci Jiu Fiber -Classic and Smooth -Star Noormol 8&#39;0&quotNdh-Impad&quit; Glazed 12131f2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Outswmg; X configuration) 27 za. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&939:0 &quot;Non-Impact&quot; Glazed 126112022 Yes Yes No WA Composite Edge Fiberglass Single Door moth Side) na(s) 8 rawi ng/Outa ii ns. XO. OX or OXO confgurancurs) 28 zb. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:0&quot;Non-Impact8quot; Glazed 12/3112022 Yes Yes No NIA Composite Edge Flberglass Double Door With or without Sidelnes (InswingfOutswing; XXor OXXO configurations) Florida Department of Business & Professional Regulation Page 1 d2 Building Codes and Standards 52Dz1 Product Approval Application Detail Code Cnalty or lithe Data Pax. Pardon Pate T a I' Manufacturer �fr_ yars on contact h,inaer& License VNIcksted By � E rtla[a vat' d Submitted FBC Approval vad Aooro Status Revision 2020 Mt Wlndius and Doors &Mt Snknger Luis Roberto Lomas Steven M. Urich, PE 10/062020 lwmO Dm 1an91202a 12J1512020 Approved Category: Exterior Doors (7175 n65-330a PE62514 (717) 317-8454 Subcategory: Sliding Exterior Dow Assambaes bsplinger0_mrwd.com compliance Method: Evaluation Report from a Florida Registered Architect ora Licensed Florida Professional Engineer FI915332•96 Products -. Qgallw Assurance Approved for Use Approved for Use ].Pact pisakal 400 # Protluct Modal Number or Name Product Description Contract Expbatioll Dale n HVHZ Outside HVHZ Resistant Pressure 1 SERIE5420 ALUMINUM SOD SERIES 420ALUMINUMSGD OXO 12J312024 No Yes No NIA 145-314&quotx80&quot: NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUMSGD OX. XO, XX 121312024 No Yes No I W&qut;xBO&qud: 1,101 REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES420 ALUMINUM SGD REINFORCED OXO 124312024 No Yes No I 145.314&quw:x96&quot: 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OX. 12i31/2024 No Yes No N/A XO, XX 96&quw:x96&quit; 5 SERIES 420ALUMINUMSGOREINFORCED SERIES 420ALU MINU M SGD REINFORCED XXX 12r312024 No Yes No WA 143&quet; aa8&q Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PP pp Page i d ] tx9iz.z1 s.-„a icy 7;.�i�'.Y,ri_?�`.a .. -_ .,(`'_.,�ry`s. 4,. 1_.:� .., .,, ... _ � `��1. v .. _.. ^'a?-s.:o- .• _ _ >-s.',sv-.. ,-.-_ -. -- .. _ I".� .- .. .. code EMnv pr Dail Data Rats Pondltm Data TV" Version Manufacturer Contact root ..r&License VaIldMed D; Valltleted Submitted FBCAeprii ApprovedStatus Revision 7020 Wayne-DaQon,a divl ar, of Overhead Door Dwayne Kw.lxh John E. Sates Jeffrey P, Arneson, P.E. I011 W2020 09292020 102X020 12/152020 Approved Corporation IWO 763-8121 PE-51737 (904) 821-5200 Canal Exlerlor Doors dkonish�wayna-dathen c SubCatagi Sections Extend, Door Assemblies om Compliance Method: Evaluation Repan from a Flodda'Registered Architect or a Licensed Fronde professional Engineer FLN824BJRZO Producte - - - OualiN Assurance Adwaved far Use Aooraved for Us, Impact cesium Se40 product Model. Number or Name product OescrlDtlon Corrtract Exolrallon Date h1 Il Outside HVHZ Resistant Pressure 3 6000/8100/8200 #1105 1 Max width. 14&#3g; Max heighl. Glazing I?J312023 NO Yes Yes t31.00A35.00 available in top or intil madrid. section. 19 800018109/s200 #1123 1Wes; Max width,Y 148#35 Maxh relight. Glazln ugh 9 121312023 No Yen es +30.90/-33.50 available In lap or Inhmnstliale aedlon. 11 8090I8106/8200 #1124 1G&#39: Max widm.l4&#39: Max hright. Glazing 12/312023 No Yes Yes *34.401-38.30 available in top or intan dild.section. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PP PW Page 1 of 1 1 M2021 s �� ode tit Vato Data Date Pending Date Toe version MenWedurer contact Emmneer&License Validated By Valideted Submitted FBCAonmval Aooroved Status Revision 2020 Cumes Dlvlslolof AADG. Inc. Tom RentalUL LUG Troy Bishop, P.E. 17J1012020 IMInO20 12212020 Approved category: Exterior Doors 4641) 494-2613 N54)947-0880 Subcategory: Exterior Door Components twn.rabayeasse a to y. Compliance Method: Certification Marion Listng m F LTri4&37-Fitt Products - Quallty Assurance Approved for Use Approved for Use Impact Oeslon sag# Protluct Mgtlal. Numher or Na Product oeswil CoNract ExbGation Dale In HVHZ Outside HVHZ Resistant Pres�u , 1 607, 707, 727, T47. 75T, 777, and 84T Single and Pairs of Flush, Glazed. and Louvered stngle and pairs of 12J31/2025 Yes Yes Yes NIA Doors hollow metal doors. Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1512021 Product Approval Application Detail c > - - - Coda EnIIN or ft. Date gate Paneln4 pate Tvoe version &tanufacturer c, no l.el EnIXneer 6 Ucense Validated BJ aV Ildalcd Submitted f�C Aobmval Aoo ar ved 4 ay(,Ls Revision 2020 MI Window and Doors Brent Sitlinger American. Architectural Steven M. Urion. PE lV172020 111172520 112712020 Approved Category; Noel (717)565-3300 Menufeet.,-Association (71?)317-8454 SuteCategory: Single Hung bsxI rgerQcmrwdewh compliance Method: Certilostlon Mark or Listing Duality Ass.... Approved for Use Aparaved far Use Inroad oasian Sea # lial Model. Number or Name Product Description Contract Expiration Date M NVHZ Outside HVHZ Resistant Pressure 2 155 SH 52x72 Fin/Flange Frame IG/SG Single Hung 10108,2023 No Yes No +601-60 Laminated Glass }F N N cn M a--e U L 0-0 Q C6 -0 I/..L W 0 0 0 0 o � O L vJ E O 2 C_ M ^ .� '^W-0 VJ a< 0! a Z Z W aill �y 61 � 7 L1J V O. CIA N cc O y N a in ® d N to d tv 7 E C y � � d L � W _ 6f T O Cl� CIO aallaaaaall CD zCIO CIO O 0- O CL L �J O L W U m Q O L w� a N z J Z Q J SHEET NO. PA 1.0. -4—a (1) (1) C_ I — Co 0) -4.- Florida Department of Business & Professional Regulation Page 6 .I 9 Florida Department ol"Business & Professional Regulation Page I I,fl Florida Department of Business & Professional Regulation Page I off Florida Department of Business & Professional Regulation page I .1`2 0 > Building Codes and Standards U25r2l)22 Building Codes and Standards 102021 Building Codes and Standards I ISiII021 Building Codes and Standards I W2021 r- ­' (L) 2 _0= _ Product Approval Application Detail —"",�,"���,,�,�,.,,,,,�",'�� Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L_ (D- C_— a) 0 a) CL 0 L_ 11 1 U-4 I ', ..� I ������,',,9,&M,,-,,,e""�16.,�,�,,�-,�',�,'��fA,,,,',�%��- �O'Rii&�� _�?,k"Ii�I,Iri;tI�,',�� 4z,'�2 ",�,"N"',", -, � ­� ­ I : _�, ,�, _�,,�iw� �!'�Nlj, 1-11.1— W " M;�,� W , MEMOIR I,,�_ � , 4- !�`,_­�,` , , - , X ­_­ -- "' "' I'll - �I'1­ - M Fff-w -11 , W_ ­­', . _�Z"'.iI,,�, _,n_,A_ , � �o" -_r2irarr,0"e1nfI),, � - -�d -,& , -I�' "k,", .... .. �,,�� ... 6",- - gg�,, W, ,,* lj,�,�Ir" , GAr"pl ;�ID'V,�'� 4e, &,z, I ", 7.. lffi� � � � ,W, In", �,,C� ,­ _ , ��� code � , Entity 9 Date Date Date Pend ina ,',�,';­ Date I 49� I I'll 11 11 � - . ��. _ 1 � , ­ , �, - , � , � , � ... � , �� - 11,11-11-1— ", I'll, ­­­�, ­_,­-,_­­_1'_', _­­r-­.­­ ­­­ .... -.­­­­. 1, = co ­0 a- - Tvipe Version Manufacture Contact Fratirther-8,1-hpanise Validated 5 v.dideread Saddin itted FBQ Approval Approved Status Code Wife or �111 Oat- Date Pend!- Oat-. Code Emit, or Data Date Date Pending Data C040 T­ Version klarniufa.ft,ror Entity or CpkaW.t VAidafted §X Pgle� MID Date Pending Validated Siminittiral FRC Apri Date Apor­ ahrelu, . — _4­IP a) a) Revision 2020 Theni-I C.,pithati., St ... J..P.na.h Lyndon F. S., midt P. F Ryan J. King, P E. I OWP2021 09118/2021 1 Otl 3r2021 lV150021 Appri-d `rvoo Version Manufacturer contact Engineer & Lld— Validated By Validated submitted Filc Approval Approved status T­ Version al.a.1fthintura, Contact E,,i-,,& Licanei. Validated He Validated SaLthriflo.d FRCA,,,,I A,,,v,d Status M 0 a U) -1_a Category, E,dieric, Docr-e (800) 643-7628 FIE-43409 (813) 787-6655 Affirmation 2D20 PDT indualds, Jcas R-..akl MI.A-Dene ECCO - CER Miami -Dade BCCO - VAL 1110512020 ­VW2020 11111f2020 Approved Re,,I�Ien 2020 Mi Wrd-s and Does Brent Sittnger American Arch ftedumal Stevien M. Urich, PE 10/06t2020 401TU2020 1011912C20 Approved Re,isl.a 202a MI Whd-s.hd Door, Caregow.'Anindows Sent string., American Andrithad.rat Steven at Wph PE (T17) 365-3300 Manufacturers Asvociation -8454 (717)317 1 InD2020 11,22r2020 lla&2020 App" dvad - C M . — Sutoattagory: ,9wngin2 Exterior DoorAseemblies, iijaspereor@thermatru.co Catagornr­. Wndo- (941) 486-0100 (786) 315-2590 Category: Windows (717) 365-3300 Mirrulaptur-Asroonifica f717) 317-8454 subcategory Ri b,ftI,­g,rQmh,nd_.om =3 M (in Compliance Method: E,ahuatkohn RcpwtfrQm a in SulpCinlegitry: Single Hong jrcsows1kiQpgdndusuios,c Subcategory: Horizontal Slider baftIinga,@rnmd.- Compliance Method; Certification Mark crUsking (D -0 0 -0 Ploripla Registered Architect or a Licensed Fields C.mraiiii.p.Metti C.uilicata.h Mark or Using .in C�arrrpllshrhpo Maine&. Cortifleartion Mark rort-lating 0 - -0 Professional Engineer IF L#23$-R28 Prod, fl-lill Produels IFLIWI�S-Rld Products = -2 r-- L_ a) 171.42044311-R7 Products Q-11he Aiusatraincei Ancrarnik! for Use Areprandid for Us, throw Q"- ouitiltyAssurame Aparnovedl for Us a Approved for Use Impact Design Onality Assurance A ...... of for Us, A,,r,v,d for Us, Inge- Dealer 0 C:)- = 0 3�: Quality Assum nee Approvedflort-Ise ApproveilforUse Impact Design sang Product Model, Numberor Nam Prodi Description Contract Esurfirallort Dans In HVHZ Outeld. HVHZ Resistant Pressure a-- At Product Illegal, Number of Name Pitched Des,00- I, HVSZ While. 4VHz Rem,aint Prasso. sea 0 Product Morlial. Nurarluar or Name product Despiripan, Contract Expiration Dolt III tivitlE Outside MVHZ assistant Pressing = 0 Li- San # ProdiUCtrillindel Numberor Name Product Description Contract Expiration Date io HVHZ Outside HVMZ Resistant Pressure 2 SH5500 (Large Missile mp.ct) Vinyl Singi. Hung Wrd., 07)30,202S Yes yes Y.. I'VA I HS lea Fin andn'Iting. F— n,,62 ra.l.t.id Glass 02/1612024 No Y. No 115Y.51 I 185 PW 7S. 72 Inaul,ted Glass 04/03/20n No Yes No -001-60 = . m — M 1 a, Therma-Tru El�-r_Clawic aid Smooth -Star Nominal 6&J*9;8 &qudt,.Non-ImPactSquoIz Opaque 12131f2022 No Yes No NJA (:) -4--a III+- Co > Composite Edge Fiberglass Single Door X O a) 2 b, Therma-Tru Fllbe,Clawic and Smooth -Star (InsvingiOutswing; configuration) Nominal 56#3g,,S &iquidtNon-Impactloquort; Opaque 1213ij2O22 N. Y.. No NIA . — 2 Composite Edge Fiberglass Single Door a) with Sidelite(s) (InsvioinglOutsviiing, XO, OX or OXO L_ _4­0 U) CL onarifig-fi.n.) 0) C_ 0- 3 d, Thsr­Trui Firtar.ClesChe and Smooth-Shar NtarWrial 6&930;8 Skjoat-Nein-ImprectBIquiat: Opaque 12131f2022 No Yes No NJA C113 40- 4MO Flb.,glam Composite Edge Double Ocip-Ath or �_ = U) < without Sidelfites (nswrIgh(Outervirg: XXoIrO)V,O -0 . — configurations) 4 of Therma-Tru Filder-Clamic and 3mooth-Star Nominal 7&#39,0 Scoot Non-Impact8pluct: Opaque 1213112022 No Y- No NIA Composite Edge Fiberglass Single Door 5 e, Therma-Tru ritter-Classlo and Smooth -Star (InswingfOutawfing; X configurafian) N ominal 7&039, 0 &qucd;NQh-Imjaatd&quot, Opaque 1213112022 No Yes No N/A Composite Edge Fbergass Single Door with Sidelte(s) Q ra,vinglOutEvrig: XO, OX a OXO configunalidnis) 0 6 f Thermi Fiber-ClaisakI End Smouth-Star Nominal S&#39;O &quottlon-ImpactScuot Opaque 1MV2022 No Yes No MIA Florida Department of Business & Professional Regulation Pass I dil Florida Department of Business & Professional Regulation Peg. I Fil Florida Department of Business & Professional Regulation P.,.I at Cornposite Edge Fiberglass Single Door Buidi rig Codes and Standards 15M21 Building Codes and Standards 11512021 BuildingCodes and Standards lffirziQl (In-ingiCutswing: Xotinfiguration) 7 g. Therma-Tru Filper-Cimisk, and Smooth -Star Nominal 5a#39:0 &q..t;N.h_ImfdpdofiIqupdi Opaque 1261 Q022 No yea No NIA Composite Ed go F biargess, Si, g 1. Door wth Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelite(s) (liewingIiOutsOng: XO, OX or OXO ­­11 I I - -­ ., - , ­_ --- __-1 -"--I- _­-_­ , ­1- - -, , ­ - - ­§N-I, - ,_ , U2114, � � A, TE , ME � �-", 401"W"IFY,_ uo��iI��,R .. IN I1k1N_,,4 "'; `�_ "'������',���Z�-,����-',�"''��'ll�-�Z��5�;u��'�- ��_'e��' �!'��,' j ��,'�-,t:?,�L,���'-'�,2'��',��'�, -",'Q'� � ,eQ1_`_-__ 2�� - "a 12�1§1� _�, "l" , I- I T� � �_ - ��Zr ',"J" " , - , �,�"-",4,.P�,,4, ,"r, - ,,, i�,-_"R,,�,,, ­­�I , � , "" - -,�. , M#3� don fig unations) 8 h. Therma-Tru Fibar-Classic and Smrdcth�slar Wrri 69#39;0 &qu.t,N.,mp.dt8quet� Op.cu. 12i3112022 No Yes No NIA rompossita Edge Fiberglass Double Door with or 99A Entire or Dat - Data II proundin. Ed. red. P& Data [)at, Priandin, QY'14_ � _ Rita " _,­�, I "A 220 ,--a- -,",", 1� I � d!_`!`V n�p�, _CIU�_, Entire w I ­5 "I , qW,,� I 1414 ,42 ­iI, Data Data Data Penal- Datia 4 �AthoutSidelit�s(inswingfOutwfing;XXorOXXO configurations) l"o. Venel.in MaunerfedWer ccarfact Engineer & Lt.-. V.11dahad Ef� Validated Svb,Kt,d FBC Approval A,c,,,ad Rigui Tia". Venal- Manufacture- conAct E,,in,,,& License Validated e, Validated S,braitt,dl FBC Aaaarceal A.Wing" Status TYDe Veralon Manufacturer Contact Engineer 9 Uderis Validated BV Validated Submitted FIECApprovell Approved 211I 9 i- Thermai-Tru FibeF-Clarmic aid Smooth -Star Nominal 6039:8 &quot;Non-mpatct&quot, Glued 12I3112022 No yes No NIA Affirmation 20K POT ickIIIIrlds Jsnq Roa,wki Miami -Dade RCCO - CER hissin-f-C.de 9=0 - VAL 1 IM�2020 11105420M 1111 92020 Appr-d ReIvi,tan 2020 MI M,d-,.nd Dodre Biont strng.r Lula R Larn.a. PE Steven M. urich. PE 1011)(Y2021) lwem2o IOYIW020 12116=20 Approved Affirmation 2020 POT Industries J.ac R .... sid Miami -Dade, ECCO - CER hn.ml-D.d. SOCO - VAL 11)0fi2D2a IVOI!W2020 11111/2020 Approved Composite Edge Fiberglass Single Door Catagoric,Wid.- (941) 4813-01 00 (786t 315-2590 Category: W,d-a (71 7) 365-3300 PE-62514 (717) 317-U54 Category, Wrid-a. (1)41) 486-0100 t760) 315-2590 (Inswing/C.Iswing, X dorrfig.ration� S,hC,t,g,iy: Fir,ad jopeovskniQlIg6ndusur-o SudICIna.g.rin WIldes, baltilre.'airlsvd.c- 9.1pic.l.gitry: MI judowskiellithridushlesc 10 J_ Themi Filker-Classic aid Smooth -Star Nominal 6&939�8 &quotNon-mpadt&quot Glazed 12;311202�? Composite Edge FiterglassSingle Door with No Yes No NIA r-rul.r.. prathod: Cert0catton Ms. or Listing am Compliance Method: Evaluation Report t.. a Florida R agist ... d Architect .- Licensed Florida Complanta Raffirid: Certificathai, Mark or Using om Sidelifte (a) (I nawagi/Outwilng; XO, OX or OXO FL#243.R24 Product Pref-ional Engineer lit.025I.R13 Product 11 k Therma-Tru Fiber -Classic and Smooth -SW dionfig 'nations) Nominal 6&439;8 &qhot;Nor-Imp@dt&quc(� Glued 12;,'3112022 No Y_ No NIA Qualit, A,,ur,,,,, A,,,,-d for Line, Apnmv,d for Lisp Renault Desire FL*16553-R5 Pooduda Quality Assurance Approved for U, Approved for Us, Peri Desks, Z Composite Edge Fiberglass Double Door with or a-# Product Model, Number or Name P,W.a De priptior Cdmr.ct Esnalreflorn Data in HVHZ Outside HVHZ Restated( Pressure Sea A Product Model. Number V Name C Product Deselpirl- entraid. EXPInthon Data 113 HVHZ Outalda HVHZ Resistant Pressure without Sidelthes (finswingthrOulsiving. XX or OXXO 5 PW�5520 (Large MIIisf. linpacti Vinyl Fi.,d Wnd­ 04,3012025 Yes Yes yarp MIA QsrallltarAm�mh­ A-,,vw for Us, A-,.,,,O for 1I larmat D,,hm I With, WAl Doors and Wlfld-. Aluminum Mullicas 05/26I2026 ,(as yes Yes MIA ponfligurstions) S-ft Produotlislocial. Nuentishrorslam Product X-hati- Cenet-t ErWatun) Mi, in KVKZ Dulaid, HVHZ Resistant Pressure 12 L Therma-Tru Filber-Claki and Smooth -Star Nominal 7&#3-9;0 &quot;Non-lmpact&quc(. Glazed I M1 M22 No Y.a. No NIA 2 5794 V,di,,I Aluminum Who, 12131/2024 No Yes Yss MIA CompIdeat. Edge Filoongla- Sing 1. Door (In-knalQuoswing; X configpmartion) 13 an Then- T. Filo-Cl.s.j. and S—th-St., Nominal 7&h!39;0 &quotNon-Impact&qudrt Gl­di 1213112022 Compossite Edge Fiberglass Single Door .th N. Y as No NIA Sid.ld.�.) (Ins,eing/O.tawag, XO. OX or CXO configurations) 14 n, Tharma-Tru Fleer-Classio and Smooth-Ster Nominal SU39:09duotNer-firropactS,quet Glazed 1213112022 No Yea No MIA Z Composite Edge InfinarglamSfingle Door �ln-inglOutswing X configuration) 15 o, Therma-7ru Filder-Classic and Smooth -Star Nominal 8S939;0iquotNon-lmhdad&qudt; Glued 12/31t2022 N. Yes No MIA Compapente Edge Filipergia-Single D..r,,Ath Sidialilna�s) iinswng/Cusaing; XOI OX. QXO Florida [)apartment of Business & Professional Regulation Few � all Florida Department of Business & Professional Regulation page 2 at Z Florida Department of Business & Professional Regulation Page � ,rF4 115 p. Therma-Tru Filder-Ciassic and Smooth-Stsr configurati.ne) Nominal s&#39;Q&quot;Ndn.Impac1&quot Glazed 1213V2022 No Y­ No NVA Building Codes and Standards 102021 Building Codes and Standards IOIW2021 Building Codes and Standards 3II612023 Composite Edge Fiberglass Double Do., �Afth or without Sidelites (naveing/Outswing; XX or OXXC Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ddnfig­ti.ne� W 17 q. Therma-Tru Fihdiar­Cla�o and &mhooth-Elar Nominal 5&#39:8&quot;Non-lmpact&cIuot: Opaque 12131 t2O22 No Yes, No Nha, 1-I-1 �- I "" 1 it" 01 , 'N r 11- - I I a-1r, I M9 1, , I , I ` 12 Composite Edge Fiberglass Single Door Wth 16 r. Therina-Tru Fher-Claosio and SmIrcith-Stair Transom (Inswing,'Outswring; OfXconlfiguration� Nominal a8#39;8&quoLNon­1mpadI Opaque 12131/2022 NO Yea, No MIA Code 22, �� 11 ­0 ,,, �� Entity WA owe Dato P.n,Hnc on- C044 Entity . Data Date Date Pending . I p= one , 1,11 C-01. E.I a, Did - get a Dat, Penciling OAF Composite Edge Fibers] ... Single Dcoi, with Sdalitd�s) and Transom (InsceinglOulh-mB CfXO. O/OX or OJOXQ configurationsi � Tvda Ifoadi-i Manor,&,,, R.,A.I.n 2020 Janne, Hstifla Building Phoducte. In. Control Enpihapir& License Validated Be Valimtal s.wittool FBC Agistraval AParmided Slat, Chad 01-ke V. Andrew Top John Southard, RE, 01A3512021 12/14/2029 611DEW2021 chip PRC Acior. T­ Version in ... fulues, Reivii.i., 2020 Alaide Contact Enishn-LI-i-rai, Validated By Validated Submitted FBC Apsareval Nick Thompson Lyndon F. Schmid. A.S. Ryan J King, P�g 02115/2021 02I15)2021 C2f22J2021 A,­0 status 041IT2021 Approved T-c Women Manufacturer Revtpicn 202a OAF Contact Shake- A. License VaUdeftId gj Michael Stich Robert flimairen John W, Kn..YIM, FIE Valid.ted sollardiflaId FBQ Apmoval i2H9J2rz2 12117M22 12120UC22 Agroo-nid Status 02M712023 App,-d 19 9. Therma-Tra Foer-Classic and Sanooth-Star Nominal 6&#S9;8&quot,Non-Impaotaquod; Opaque 12?3112022 No Y.. No NIA category: Panel Were fWD) 545-8359 PE-8166 2 (352) 507-2520 cal.gory! Pan at Wells l330) 922-2389 PE-43409 (91a) 70-13655 Category-. Roping (800)7EI PE-59166 (Irt,t) T72-8224 Composifte Edge Ribergiass Single Door with Subcategory: strip chadidlencluiPjannesherdl sultical.ticir; saffits nthompa.nfifuate, a.. SubCaleginry: Asphat Shingles nistia,@graf.con, =I Sideilibe(s) (Inswingloi,t.whs: XO, OX or CXO Compliance Method; Gvaluat= Report torn a alcom C.Intallad.,ilthathod: Ev.1-ti. Report fr.. . C ompliereeltiethod: Evaluation Report from a C ,ti,uhcu. Head aid Sill tonfig.rabor.) Florida RagistoisdAr.thlbactor. U-sead Florida Florida R.ghehiisdArdhie,ct­ Licensed Florida Florida RoghteredArchiftect ar a Llden,ad Florida 20 t. Th.mn.-Tru Fibar-CII and Smo.th-Se., Nornirlsil 8&#39!,O 8quot;N.n-Impsadt8q.alr, Opaque 1213112022 No Yes No NJA FmI ... I Engineer Professional Eingreer omficasional Engineer C.m Pert. Edge Fiber@ Is. Single Deor with sidelit.(.) �l rawngiOutaimig; XO, OX or OXO Fluel3l[02-Rg PrcdwctE FLOIS272-RS Product, F1.41131124-11134 Products 21 u. Thramrk,�Tnj Fiber-Clawle and Smooth -Star Continuous Head and Sill configurations) Nominnal 68939;8 &quathlon�lmpact&quipt; Glued 1 2J3112022 No Yes No NJA Quality Assurance Aparvivedfrarths. Apior ... it for Use IMDaCt V.Sion Quallf, Ass_. Aporr-ad for Use Androead for I 1-act nii!o civalityAlisurnance, Approved for Us. ADD .... d fair Use Im".1 0"Int, Composite Edge Fibergiass Single Door with &a * PrDdAj llfg!M, ttunfiger or Name Product Deserted. Contract Expiration owe hit HVHZ Outside HVHZ R.'sletsent Preseurd S.q 9 Product Model, Number or No- Product DriscrIptlaiii Contract EIIIpliall.in Oat. in HVHZ Dutshcha HVHZ lithealleart Presisur. Sea# Product Model. Number or thunne Product oeskrImIlm Carried E.Virallon owe In HVHZ Outeld. HVH IWIEnsint Pressure Sld.lfte(s) tI,a,AngiO.tavl.g. XO, OX a, CXO 1 Carnpl.,k Led 8Whg ib-c-ant top siding 12131n02� yes Y.. MIA MIA 1 a. &quo::2T&qudt Soft Vant or Solid Vinyl 80111* 12/310023 NO Yes No NYA 1 OAF Asphalt RwfShlnples for use in FSC non-HVHZ Floorglem reinforced 3-tab, salinated, 5-tab and i 2iiGaO25 No Yes MIA MIA 22 v. Therme-Tru Fibsr-Clawi� and Smoot]- -Star Continuous HEad and Sill configurations) Nominal 8W9:0&qudst;Non-lmmct&chot Glazed 12J3112022 No Y­ N. MIA 2 H,,di,Pl.nk L.p SIdIrg Ab-cam.rit top aldmg 12OU2023 Yes Yaa MiA, MIA 2 b. &quc::X(iahrs T4&qhdt;Soffit � d. 8qt.hGrc.ri Vint.g. B..d.,1039: Soft( Vent or Sol Vinyl WE 1213U2023 N. Yes Vent or Sold Vinyl Soffit 12131r2023 No Yes No NIA No MIA jurtaidliftions hPIridg. asphalt ahire., I 1111:411 C�j `4 I = I 0 Composite Edge FibQrg law Single Door with 4 d LqUdP5&qQcI soffit Vent or Said Vinyl Snallin l2d3l.Q023 No Yes No NrA C� � 3 Z_j ` I - � :tt �_ Sdelita(.) �l as,ring/Ourtswing XO, OX or OXO 5 c &qu.t:Ch.rtp, C.k&ql.cd; Volffit Vart an Sold Viryl Sam 12/31)2023 No Yes No NYA 0 23 w. Therms-7ru Filder-Ciamic and Shrooth-Star Continuous Head and Sill configuratioths) Nominal 541#30;8 &quot. Man-] mpapAquot Opaque 12i31/2022 No Yes NO MIA 6 f &qu.t:S.P­9P.rI Send Vent or Solid Vinyl Soffit 12131=2I1 No yes No NYA 'm CM - I.Aj Composite Edge Filberg law Door Panels vath Vented CD SidooibI �l n.'rAnglo.t.'reg: Xx XXX an YDM eaff"' 1 I = opinfiguations) " 'j C11) - C-D C-4 24 x. Therma-Tru Fiber-Ciassio and Smooth -Star Nominal 8&#39;0 &quot�14on4mmot&cloo� Opaque 1213V2022 No Yea. No MIA -VIP .E -0-P - - W >.:: � Composite Edge Fiberg tam Door Panels with Vented Sidelits(s) XX )= X)OIX - - :S _; LA_ 0- �I,awhng?().tswiri I or U5 I = - do,fig-tion') - -�2 . *V; C,4 X_ 25 y. Thisrima-7ru Fib-Casatio and Shripoth-Sts, Nominal 6&932:8 Jiquot. Nori mpadf&quot Glazed 122112022 No Yes No NJA - 111) - C= FS CompositsEdge FilderglassOottriponaLivAth Varese 14C C-4 I : �:� Sidelibe(s) Ond%vhpiOhrtawng� XX )D(XwX)= Florida Department of Business & Professional Regulation Page I or 1 Florida Department of Business & Professional Regulation Page I of 1 Florida Depa rignord of Business K Professional Regulation Pagel of I W 2a z. Thermai-Tru Fiber-Classicand Smedth-Star configurations) Nominal 8&939:0 &IquortAon-landactRoluot. Glazed 12131f2022 No Yea No NfA Building Codes and Standards 1002021 Building Codes and Standards I arD21 Building Codes and Standards 102021 ` 3� C) - -C- � i - W = Composite Edge Fiberglass Door Peact-Ath Vented -5 .5: - J_ F = Sidelite(s) (InsvAnglCut-irrig: XX XXX or XKXX config-fi.n.) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (P 1:7_1 .1 r C, - 0 .� ,:0: .e. Cc 27 z.. Thernsi-Tru Fiber-Claseicand Shicoth-Sts, Nominal W09S 8.qucl,.Non-Impach&quot: Glazed 12131f2022 Composite Ecillo Filbei-glaw Single Dwi­vrith 38#39;D No Yes No NJA - - - 3 W -0 W - . , -11 ,­­­.," - ­ , ­­1­_­'1­ ­ '_ F - Pq �11 , 1-11' - C1 - I ," ,,,,,-�,-�-t--�,-�-,:,�-��z,-�-,��,�-,-,,r-��,�,�,f . .. . . . ig; vfggg L, -7 "' -,:,­,,' _- _-t- , ­ �_ - . ,_ , �4I ,,,�,�,,�,,�5,��,�Zi��.�':�--,��". ,-, - , ­­ ­ � -, ­ � - - _� �_ �'j � , _,, - , - -, ,___.� -�I�rl!�,� I�;;,",.I�,,,t��',,� ,��,I��",,i'�,'��c',',�?,--'�l,"�'-?,- �'��4'��"�"�l,���S'�����"',�.�r�'r--r"��-,"-,', .'1'11,1,1�'__,� -4 �� � � N, " A ," _� �,,' ,',�7 _ __ , ��, -­ - - - , ,�� -,k ,,,.-,,,-.- W11- ~ �� '��� SidelibE(s) (Ii-mg.?Ourtswag: XO, OX or OXO _1'1'___1-_1' M , Me; - I � , ., - -_,,�tnl­rz, , � 0 ,- 0, RRPII� . . .... � "n N -,_ � �,, ,, , ---.,,-��,,,,-���,��-�,i-�,.�,-� , ,.,� �" . � I'll ��- ,,�, -,,,I�!,.,,";� ,,,, --ff t ---,k: -�, �.��`�'_'-,-�� ,,, f� ,,�, .,--,"!v .%, " �"­­ , I - = _r. -S� 0 .SD- oil = C= configurations) Code Entit, or PAI Dart a Date Panuffins; R& Code Entity or Date Date Date Pending Data code eittly or owe Date Cape Pending 2012 - 0 cc 28 zo, TherrI Fiber-Classicand Snhcoflh�Star Nominal 5&#3a9&cect:Ncn-Imoadt&quot; Glazed 1213112022 No Yes No N/A 11".. yediltm M.-Nae­ Contact EmI Li ..... Validated Or Validated Submitted PSC Atairennal Appir ... d _110-A TV-- V-1- 101 ... N,hurier cinapsot Ench­& Lt..... Validated Be Validated Submitted FacApproval Abdrov,d Solue IVP- Version Manufacturer Contact ferigh'.. A. Loors. Validated! RV Validated submitted Fic Appen,al Approval star- - �; ;;_ , W ._= Composite Edge Fibarg [am Double Door with 3&#30:0 8idelites (Inhavinq,Cutsviinij� ())iXO Rc,A.I.h 2020 TAMKO Sphidirg Products LLC Karl Ulan Ralicert NI-Imn John W, Knezoviell, PE 1010412020 09/29f2020 10)12f2G20 12il5/2020 Approved R.,As,.n 2020 L,V. ThoMpsm. Inc. claa Thompidan Architecture[ Tory Christman Zachary R. Priest Sta­ lit Urich. PE 09/1712020 0&`I6f2Q20 09,2Z'2020 12M5/2020 Approved R.,!.,.i 2020 Florld. Metal Products lat, Clark Jones James L. Back.r. P1_0_ Seven M. Urilh PE 0Rf27QW20 0912�020 IOM412020 121IW2020 Approved _= " cu. u, F_ Category: R.Ang (41 7) 624-6844 PE-5F,166 s54) 772-6224 Metals Company (TAMCO) (813� 248-3456 PE-74021 f717) 317-8454 Categotie Roofing (904) 783-8400 CBUCK rrigresiring �717) 317-8454 = 29 do. Thormi Filber-Cjawid anti Smootlh�Stphr odifiguinatimn) Nomimal W319;0 8kpvdtN.r-Impnadt%q..t: Glued 1213112022 No Yes No NIA S.tcatrigthry: Und.daynnent, inam-�.dian@emkocar, Category: Roofing Subcategory: Roofing Accessories that tonsregui.m.nimenign- S.bCalsocry; RopingAcce.-is� that or. an Pan ,drqLDflamdd com PE-31242 CC 0- 0 0 Composite Edge ribargIam Single Door with 3&#39,0 Compliance Method: E.Uartldri Report from p. a,. .a Integral afthe Rocting System - Sidelite(a) (lig,mirg/Ouneveng; XO, OX or CXO Ronda Registered Architector, Udensad Florida Integral Part dfthe adding System Counpilaid. Method; P,niluatiorn Rap,d from . CD configurati.ne) Professional Engineer Compliance Method: EInaluation Report from a Ronald Regl9ter6dArchitactor a Leansad Flonda - so zd. Therman-Trut Filisr-Camic and Smooth -Star N­rnal 5&#39;0 &quoiI mpadri,quot, Glued 1213112022 No Yes No WA Florida Registered An,hrect or, Li-sed Florida Profiespi.n.1 Engine., Compoeite Edge Fiberglass Double Door with FL#12328.Rg Products Presselonal Engineer FLA21 5310-R2 Products 3&#39,0 Sidelites (InswingirOutsaving; OXXO Quality Assurarroo A,,r,-d for Us, Araorwo,el for Us, Impact Dealer PUME918-R3 Produst, 31 - Therria-Tru Fither-Clawle and Smodth-Star pentguratIon) Nominal 7&#39;0 &q.ot;Non_Imp;u,t&qu4 Shaker 1213112022 NO Yes No NIA $a. If Product Model, Number on- Name FI D .... !,no Contract Expiration Date In HV14Z outside HVHZ R,,Iat,nt Press- Quallpy Assurance Approviiialfor Use Approved for Use IMDQCt Design aii-g Product Model. tharbor or lillimes Product 0 .... liotian Cc�� Approved for Use Approved for Use I In HVHZ outside HVHZ Inhason Design Reezi.tart Pross- Series Composite Edge Glued Fiberglass Single 1 TAMIKO Roof Urreadaynnientatl4VI-II Roof ­disdaynnants far use in P BC HVH7 W29J21323 yes� No MIA NYA San# Product related, Number or Nam Product Description cork ... I E.W.Ition Oat, in HVHZ Outside HVHZ Riuslidaint Pre.... 3 3- FLAMCO &q..I:RV 10 Ridge Vent&q.ot: Aluminum Ridge Vents for pitched roi fabricated 12131I2024 No Yes 14. MIA Door Yvith or without 18#39:2 Sida,fhi(�) (1-wrIgiCutswing. X, OX XO or CXO configurations) 2 TAMKO Roof Urde",ats�11,01,1-14VHZ� jurladetters. Roof undarlayments for use 4, PBC ­HVI4Z G6/29J2023 No yes NA IMJA I TAMCO Flat Too Off -Ridge Writ with Sale for Ed 2 TAMCO G..er.kV.nt 20 pa. static r.di'vorifflistor edth baffle 09M/2026 Yes Yes 20 ghu 09MI2026 No Yes MIA N/A NrA -0/-52;5 fmm 0,025'Alunrin.. Itrisdi'dians. 3 TAMCO "-Ridge Roof Vent 'Nitin Baffle 26 go. static roofyontilator e,th firtaigrated heft 09109f2026 yes Yes MIA N/A 4 TAMCO Round Top Off -Ridge Vent,vith Baffle for Th. 26 go. static rool'yeatilator with baffle 09MI2026 yes yes MIA MIA - Florida Department of Business & Professional Regulation P,ga I of I Florida Department of Business & Professional RegiLilation P ... I ,fa Florida Department of Business & Professional Regulation Page i Off Florida Department of Business and Professional Regulation Building Codes Standards III Building Codesand Standards 3rd2023 Building Codes and Standards and 117121cl Building Codes and Standards Product Approval Application Detail 3/15/2022 Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail U) I '0r,I,1,­'rfInwif, ��2df--�� ", - 'r ,__1-1,ilr . .... ... �­­h,�,I��­,,,%�o� ­Ymg.�­ - I --- �, ,,a 1, " - ­ -, , , ;, ,� 1 , � ,,I" XNA - 43�_,�ni; I - ,,,,,,I. AT� , 'r -w I "do Ting. V.raigin Manufacturer Rre,mc, 2020 Lomerso Entity Date Dole Data Pending owe I Contact EnchrehI License Validated By Validated sucanifted FBIG Aimei Aphortea, mato. Ki Jolay James L S­'­ P EL Ste,on M. union, PE IVI 1112312020 llr2912020 ding FDC Appi, Calla 7­ Version M,hvf,t.r,, Frovision 2020 Banal Roofing � ___� � `� �� - " o_, - - W - [We Date P .... in, C-lip't Validated By Validated submitted `6C Approval Anderson Rest. ARMIC Unit- E,aili.i.tion G.y W� Walker 11YO312D20 1 1 PI Data Agoroved Star-- 11105M20 Appr-el C040 TYPO Noirshon Manufacturer Fre,wen 2020 CA.M Protection Pheducla, LLC- Entin, or C.'ract greqn., & Lt..,. Validated By Tim Robins., Wsft.,A Tire Jn' P E John W Knepavior. PE Date Doto Date Pronclin Validated sularnithe FlICA"navid QW08M20 NM812020 IDID-1/2020 Dat. Appripsed status 12P5120N App,-d " (D FL#6259-RZI code! 9DIMY-21 Date Date Date Date Status C..g.,y-- P.,A,g (01) 983-6,195 PE-31242 (7n, 317-8454 Cat.": podding (8013 380-6091 Scropea LLC. (205) 854-01160 Category: Shumahs f954i SaII-7545 PE-44167 (954) 772-0224 L I .pe Version Manufacturer Contact IV - - e I R vision 2020 POLYCLASS USA Maury,Alpert, inalneer & Validated B Validated Submitted Pending .12roved Approved Ap License John W 1012612020 10/2212020 FBC 12/15/2020 S.bC.t ginyt Racing Adoessorid. thet .,a an ' 0a Inlegrallip nofthe Roofing system Compliance Method: Evaluation Report tam a kleII&Irtitlomenco-m SubCahipary: Rwing lil,as Comptance Method: Evaluatich Report from a Product E-I.ti.n Entity RopmAnderstriQlacral do in S.1baliagory: star. Pen- C4mpllw�M�4had�EvalattionF�ep�mtma t Im.r obinsee@gppeal cci an Category: Roofing S9542331 330S trial pert@ polyg ass.corn Robert Niernimen Knezievirlh, PE �_Rmyal FloriciaRegimeredArchitedor&L�censedFloricta Florida RegleftureplAdefect or a Licensed Florida Professional Engineer Subcategory: PE-591 68 (954) 772-6224 11101f2020 Pr.f.s,1..l Engine., F1,01711,111rRIZ Products Underlayments Compliance Method: FI.41720Z�Rfi Products QuAtvAw.rmp* Avithaved for Use Approved for use broad Dmlm s.-A ji�tgift Number or Nam 16 y . snithe, cohmW Rate, Split Old Eirtain Quality Assurance Approved for use A-0povied far Use Product Deasepination C."'al - ii, HVHZ Outside HVHZ Flat Front. . D.-ar, CC 12L2�ftt` Det No yas Impact 0,81on Resistant Pravaura III W, MIA FL051176-106 Pred-ta, Q-11th,Aiiia-rd, Aphoovedfa,luse Approved for gas impact D,i,, E E-va;uatiOn Reportfrom 9211.2 Pimol.0 Mcdat Wei ., Neigh, Product Dearrictiou Ciprithad Expi.ti-Dato in HVHZ Outsidit HVHZ Resistant Primsum Thatch &amp: Impact 19LA Product Model. Number, N­ P ... 1,11 Dencratign, Corairect Eduftroi Oda In HVKZ outside HVKZ lt,,I,t,,d Paus... a Florida Registered 1 >,k-Akl DA-4 or THFB.ilt DooI DA-4 _� P,,fil,, Polypropylene Piniific, R.oVart 1211(v2025 No yes No �9?.5i-97_5 17 S.aty 600 - slat. Shake &umfp� Split Shake Fiat Pnorl. - Stecdch � CA 12131,2020 No vat MIA NA 1 20 Gags Galvanized Steal Storm P,n,IsIFIVHZ Corrugated GalvanizediSteel Storm Panels retained 12nl/2023 yes '(a, yes MIA -4--i Architect or a Licensed MathanicalIVAthichad to Ply.vood Deck. IS S.." 600 - stadia, Shake &-p: Split Shake ' Ig S..�y7OC-8h.k.,S]�t.S,...p�-�plit Shake Flat Profile - Ratio, CA 12131QO20 N. Yes Fiat Pholle - St.eld.r. CA 12181t2i)20 No yes MIA MIA WA MIA 2 24 Gage Oaliraruz*d 81,Ial Stan. flaricWti or not by he,Rs W prWide hurricane proodi- Corrugated Gal,arized Stleal Storm Panels retRined 12f3l/2023 No yes Yes MIA (D Florida Professional Engineer 20 S,Iavy 700 - Sh,N,, Elate &,Mp; Split Shake 27 Teers Map— 19ar.aler. FaftPr I­RI,IW.CA 1 2131 r2020 No yes H!Uh Profile- Katy, TX IW3112020 No yes MIA MIA MIA `IJA orrot by tracks to pripi,ide hurricane protection. =:3 (D 1 FL#5259-R31 Products 23 Via L- Pnoilhe - Katy. 7X 12131I2020 No yes MIA MIA = qLaved for use QjLaliryAjMLrWclt 6p . AW _tq.r Ushe _Myo In t it jola Desig AL9LA Product Model, Number lar-lilesurt Product Description Contract ENAration in HVHZ outside HVH Resistant Pressure W Date I Polyglass Roof Underlayments Roofing underlaynherits 10121M22 No Yes NJA -NIAI-622.5 I Polyglass Roof Underlayments; (HVHZ) Polyglass roof undedi,Vments for use in FBC1 MMC23 Yes No NIA N/A M HVHZj.,I.dl.b-.. > 2 Polyglass Roof Underlayments (nor-l-VI-II Polyglass roof underayments, for use In 12F2312M No FBC n.n-HVHZ jurisdi.darls. Yes NIA -NI M 0 Florida Department of Busiri Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation page I ,I I Florida Department of Business & Professional Regulation page I of I 1 Polyglam Roof Uncerlayments (HVHZ) Polyglass roof underayments for use in FBQ I 2123i2c23 Yes WHZiurhadi.1l.... No NIA NIA Building Codes and Standards 1/25M22 Building Codes and Standards 10=21 Building Codes and Standards irr?=l > L_ Ca. 2 PolyglaSs Roof Underlayments (rnw-!­Vt-q� Polyglass roof underlayments, for use In 12`2312023 No Yes NIA -NIAI-622,�i FEC ron-HVIAZjurisdiditi.- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- 1 Folyglass Roof Undedayments (HVHZ) Polyglass roof underlayments for use in FB012J2Y2023 Yes HVHZ juriedicti..E. No NIA N/A 0 < I" N ',I'�I�,�� � L'W, ­_ � r� I A I Q "I I'll a 1 -'�4�1',�, lv`hr�ogz��r4, 'g -� j� .-,d �, �. ,-_ , ,,,* �49',� _',',' " L . ... ... � ..... � _�" I'-- " . ­. 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Data DWePednelIna � - Date Code 1 'L ,-, - � ",,,""I'll , � 11 Z� .-,Z _-�`�." , I 111. ."­­,,�II� Entity . Ki r,-Y­! ,'�;�,� owe Pat- Data Forcing 1, ,,��Vm A21i FBC non-HVHZjunsdicI T-e Version Manufacturer Contact Engineer & License Validated Validated Submitted FIBC Approval Approve status iYa V-1- Manufacturer Contact Enclin- & License Validated EW Validated Submitted F15C Adura'al Ao,,,d Auto TYGR version plonaidapt.r. Contact E,,i,,,, & Ld,ne, Velklated Rv V.11diated subeemird FPC Approval A,,rc,,d Slat- L. -4--i l Polyglass Roof Underlayment, (HVHZ') lartlyglast roof underlayments for use in FS0 1212312023 Yes No NJA NA Revision 2020 All American Shutters and Glass Mike Barbieri Frahal, L E-nando, P.E Troy eshipp, P.E_ 10/2812020 1 Oil 5r2020 111.10512020 1211512CI20 ApprcI Pa,tol.n 2020 Alpine Stii.rl Low,le ICC Evaluation Spr,II­, LLC William M. panl,rl. PC IO/I I V2�J2020 � 1)(3512020 11MI2020 App-se Re -ion 2D20 Commercial Cipi Piadu.mlni, Robert Oliti, Samuel A. Greenberg John Hay 1 V1 Erzo2a I 21 6F20 20 12129/2020 ding rBC Appin C-) 2 HVI-lZiurisdiction"s. Polyglass Roe Underlayments (non-HVHZ) Polyglass roof underlayments, for use in 17=023 No Yes NIA -M)AI-622.5 Catellopin Shutters Subcategory; Storm Panels (561) 712-9882 PE-0046549 (954) 947-OBBO mikeb@?allamericanshurte Category: Structural Components 3.IbC.t.g.ry: Thlas Plartas (321) 710-3377 (407) 6al-1917 al-roQ.1pincitia.com category: structural Components Subcategory: Products Introduced as a Result of 011) 059-3707 PE-S4245 052� 588-53I 1 peo.atg.f.r@y.ho.,.m = FBC non-HVIAZjurisdictions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida rs.00m C-pilarre, Method; I:,,.Iu.ti­ Report *om . Product E-huhumn Entity N-Teohn.l.gy, Compliance Method: Evaluation Report from _0 Pridessidnal FrIginiser FL#l999�l?7Prczgi a Florida RcgI,ha.dA,.hR.dtcr. Li..-d Ford. Prichiesionel Engineer 0 FL#1 760-RB Products Quality A....... Approved for use Apw ... df,rU,, Impact Dealer " Soo # Prod uct Model, Number dar Nam a Quality Any ran Amompyie4forUs. Approvedfloh-U. Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure $04 # Product Mool Numbo, or Name I ITW 80G/Alphre, Higher Sheingh �H A -amp: 3) Product Description ContrattEgrilption care In Hi OutsldeHVHZ Wall Con-dar plate 1213IJ2024 yes Yes assistant Pressure N/A MIA IF L*"74-RO ProdU Qualm, assurance A­Whartim Ancrovad for Us, Inn.- D,,i,a 0- 1 24ga Galvanized Steel Stxm Panels 24g. G.I,.i..d Steel Star. Panel. 12f3l/2022 yes Y_ Yes NIA I BCGIAlph. Hinge Plate Metal Connector plate Inl/2024 Yes Yes N/A MIA Sea a Product Model, Number or Name Product Description Contract Excitation Cat In HVHZ Outside FtVH Resistant Pressure < !TW I TW BIGGIAlpre, 7ruldi 4 ITW BCGfAJpI,, Wa,e Metal Connector Plate i213112024 Yes Yes Mahar Connector Plate IW3112024 Y. Yes MIA NVA NIA MIA i Quality Prodepat or Commercial Concrete Products Precast and Postlismad Concrete Litt.1a 05125,2024 N. yes MIA MIA (D U) _+_j CIO 0 00 = < Florida Department Business & Professional Regulation 0. of Building Codes ard Standards Page 2 al2 W812023 Florida Department of Business & Professional Regulation Page I at Building Codes and Standards WV2= Florida Department of Business & Professional Regulation Building Codes and Standards Pege 1 ,1`2 9120i.292i —0 i_— Product Approval Application Detail Product Approval Application Detail Product Approval Application Dertall 0 L_ M - �1�i ,- I 40; -- ,,_,� ­_ og��_,,�,p­� ,,;�_-,,to'i'e�R,,,4F`,�� -�,,�,,�-.,��9;L"�,���,,�,���,,�- ,�-,� l'A"2Z '­1­'uII-1k�--til�- ,�­'ItIr�I I­�Zl Id, -11 1`1__,X_0� - I �,,����,,�,�:f,:,����,,,�,��,��p'l-�,r,,�-,,.,, ", - , , ­­­sI�­'_�,­­.,� �ta,, 11, a - gt I,�, E�1404-`� o e�rf"'j��'�"�-', '.I, ,­ � , rd?)f�'4 , r ", , , g ov. , R-sl- i%R'k Rrz 5E . . 11 . � - �­ 11 ,rvp. Code gain, Data Date Data Pini Date ,I ,�­�_­­ _­. _-1-11 1��."­_­ "I�,,�,,���,,����T��i,-��"--.-��-'�i�z�,,,�-���-�,-, - `� _� " , Code ­­ ,, ­_';1-­_ I - - ,, ,Ar,'II��1114,11 _1�1, n?;�a ­_';­'1_ Early or Date 2M Data Pending Doe Code Entity ar Rg-- Data cal. deadline 11 I ... ­�� Date - -1 �� L. Uj C Viesicart Menurfuturar contact Eughn.. & License Valfidd.d Be Validated submitted FRC AWr.v.I Approved Status red- V-I,, Man,f,,t,,r Contact Britincer & lJourrao Validated BY Validated submitted FaQ Ackhrosel A-Intried status TV— V-1. Manufacture denied Erchnistra Lt.-. Validated DI Validated Submitted FOCA—yal Adarp­d Slat- � C Rewsl­ 2020 Mimek I— Caliagairy shucturdl Components Erin Wisiden ICC Eviil.;u­ Spirit- _� ICC Evaluation Servide. t952)898-8635 LLC OlMd?023 12,2OF2022 C110312023 Approved Rays1en 2020 Wayerhaeusair Catitimirr. Structural C.mp.-nt, R.b B.Id,,An ICC Evelualim SoNce, LLC an Lehrer. P.E. CM2120211 1011312020 D2JO312021 Approved (253) 924-0475 (605)NE-328a AffinnIefich 2020 AphaAuMum, bro. Category: Pend Wall, joes Silva Luis R. Lomas Steven M, union. FIE 11111�021) 111IGM20 M07-j 509-20015 PE-62514 4717) 317-R454 11/2012020 Approvad < a) S.bC4,f;.ry: Tru. Pldt- compliance Method: Evaluation Report from a c".1d.nomifioom (205) 599-98M subcaa.q.w; Eirginceed Lui-ba, Compliance Method: E,aluathan Report f- a R,b,,tBaf,*�wh­@%,,y,rha lumlo.m Subcategory: Saffus . Ion W.mIh-intQ,y.h. Z Product EItaluarion Entity Product E-lu.d.n Filly Compliance Method: Evaluation Report Vorp a ri.rds Rogkbprad Architect an . Doonsed Florida door, Z --i FL*21ST.Rl 0 Products FIL45521.1ill "duds Professional Engineer < CruolleA,,uhash, Avmgvod for Um Ad,r ... d far III [,,act D.M., Quality Assorarw Aver.ined for Us. Approved for Use Impact Dodo, I'Lial 6$44,1115 Products, San# product Model, Number ., Wares Praduss(Dileerlatlen Card ... t EIIIphati- Date I. MVHZ Ch.A.14, HYH R..6art Pressure 9.c a Product Model, Nuarlaucr Nam, Prcd,,t Itainearlptis contract Expiration Deh in HI ourtaid. HV licAisifimit Prease, a _j I MIOAHS 18 as, high strength truss connector plate IWV2024 Yes Yes N 1A NJA I WrI LVL IZI Laminated Van- Lumber No yes MIA 141A sieff Product Model. Number or Name Quality Assugono Amt[Qued for Use Approved for Use Product Dissertation 1, Hv1z Outside KVKZ lrmact Design Rmislurt far.m.i. D_ 2 M188HS 16 ga. super high strength truss comned.rplate 12?3I r2O24 Yes Yes MIA N/A 2 le-Ilem P$L 3 TurnbierSirsad LSL Parallel ,1,Erd Lumber Ea li`IZ3 12 2S No yes MIA MIA Lianninated Strard Lumber )VMD023 No Yes NA MIA I Alpha Aluminum Sold 6amp:Verred Aluminum saffiar' Alpha Aluminum .solid &Emp,Vented Aluminum GTI30r2023 No Yes No NfA 3 4 Mil is MT18HS IE a. ti.­­.ot.rp�.tia l2ill!2024 ­6 ga, high strength trussconradot Dist: I202 " yes Y. Yes Yes N 1A N(A MIA NA 4 TJ Rim Board Structure Composite Wince, or Oriented Strand 03131,2023 No Yes NfA NIA QMu &-ir; Wood sari CMIJ aamp; Wood I SHEET NO. 5 MT20H,9 �'2�� M14 20 9.. high strength truss oarrincelor plot '� Yes yes M 1A MIA board Rim Board Oriented Strand Board Rim Board 6 TL18 MTI8 18gri.t.sio-necuare.t.s i2OV2024 yes Yce NIA NJA 5 Wa�rhaau ... Rim Board 03OIi2023 Me Yea N/A MIA � TI-20, M720 20 ge. buss pchnictair Oat,, I V31 .2424 yes Y_ MIA MIA I March 6, 2023 1 PA 1. 1--__ I I - - T1 I I I I , I i I _11-7-IFT ------ T � ---F--- - --T------7-- — — — — --- - -_ - - - -_ --- - -_ - - ______ I I IT —,- � I r -'I 11 11111,11,1.,l .,IIUI�iiNiii:t[.IiLtIb�AII,I,UilllgtllltlildLiI Ll"llf,i"ll L'I III I, 7 1 — - TI __ I I - I F_ -4-N C/) M O {.r V O }a �\ O N � O i (O� U) „" VJ 0^, O O O O W O .0 E O O O O L �`r+Vr bs o r cc v -® LA a N d N d E � J 3 o S� R � J G � w fJ O L- 0- O L U O U) 'Ittttt�J CCf U m � Q -0 F- O L w� ¢ z J z J d SHEET NO, PA 1.2 Florida DepaAmerK of Business $ Professional Regulation Psa•+ d 2 Flodda Department of Business &Professional Regulation Pye 1 Oft Flodda Department Of B1191na8S & Professional Regulatlon Peg. t d+ Florida l7eparimerrt Of Business & Professional Regulation FF Paga 1 ar+ building Codes and Standards a++aam2 Building Codes and Standards enar2aa2 Building Codas and Sttgrttlerds ens Building Codas and Standards paor2ns P uCt Detail rod Approval Application eta Detail P ' I IiditiOn ebi roduct Approval MR I Detail Product nova Application ebi pRR �Rtg P D stall f1DdUCt Approval Application 01, ,r I � I -_ _I.--.711rFu.: u1�I�lI�r,,i l- L cif 71f a: f .. 11. - - --171 1 ----- 1 ; (n U Q 70 Simpson Strong -Tie Tie 2020 FBC Approved Products P �- PP Updated 12W/202 Simpson Strong -Tie Tie 2020 FBC Approved Products P 9- pP Updated 1213012020 Simpson Strong -Tie Tie 2020 FBC Approved Products P J- PP Updated 1230Z020 Sim son Stron Tie 2020 FBC A roved Products P J- PP Updated ip c For direct links to all SST approvals listed belovo, CLICK HERE. � = For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below: CLICK HERE. "' co - e For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. o For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (FJOA). CLICK H ERE. For additional Information regarding Florida's Statewide Product Approval tam and Miami -Dada County eg. 9 a RP System tY Notice or Acceptance INCA). C ICK HERE. P ( A) � a Fae dill net infamationr regarding Florida's Statewide Product Approval tent and Miami -Dade Count d t o e 9. 9 pP System Notice of Acceptance NOA ..0 CLICK HERE. ( ) Y P. i j � FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- ". V CIO 7) 9/16" and heights ranging from 4-5116" to 11 Concealed flange Sea # _Product Model, Number or Name Product Description Sea # Product Model, Number or Name Product Description Sea # Product Model- Number or Name Product Description version (HUSC) availablefor models having width equalto or 0 O -L 1 Titan Stainless Steel Concrete & Masonry Screw (Tf N-SS) 114" diameter Titen stainless steel masonry screw 1 A21, A23, A3Z A34, A35, A44 Angles 1 ST, BTB, BTH Brick Ties greater than 3-9116". O L 0 APAPIAPA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 0 0- 777 3 APB44, APB44R, APVB66, APB66R, AAPB88R, AP61010. APB101 OR, APVE44, AI Outdoor Accents Post Bases 3 CS14, CS16. CS18, CS20" C522 Coiled Straps 5/8" and heights ranging from 9-114" to 16". i0 LJ1,_ _ FL#9589-R6 APVB44R, APVB66, APVB66R, APVB88, APV688R, APVB1010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63SLGU5.25-SDS Face -mount hangers v 0 �.J CcDS, - Cu 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (n M O Sea # Product Model- Number or Name Product Description API DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2102 Face -mount hangers . _ L O L^ 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3; H6, H7Z, H161 H16S, 116-2, H16-28 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- U 2 SD0112, SD9212, SD10112, SD10212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4. APT , APVL4, API API APVT8 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HOT-4 Heavy GirderTiedown 5/8" and heights ranging from 3" to 10-15116' (n 0 1 !. 3 SD9112SS, SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SIDS; MGIJ5.25-SIDS, MGU5.60-SIDS, MGU5.62-SOS, MGU7.00-SDS Face -mount hangers (� ��-/-�� 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1,5, HSS2.2-SDSS: HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9716" to 5• . _ V J Q SDCF221134, SOCF221334, SDCF271958, SDCF272356 9 CBT2Z; CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 118" end heights ranging from 6-15116" to 19-112" 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDGP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS26 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ; HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9110" and Heights ranging from 3-1115" to 13-314". 7 SDS25112; SDS25134, SDS25200, SOS25212, SDS2530Q SDS25312, SOS2541 Z Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21; LSTA24, LSTA30, LETA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25500, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and.4X models; only acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS; SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1; GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716; SDWF272Q SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, HIOA-2, H1 OS, HI 4, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11-114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4; HH6 Header Hangers 20 MST27, MST37, MS748; MST60, MST72 Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA18, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps FL#10667-R6 20 L30, LSD, L70: L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model, Numbar or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC68B3 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR3/8, ATR112, ATR518, ATR314 Threaded Rods 22 LS30. LS50, LS7Q LS90 Skewable Angles 24 MST126, MSTI36, MST148, MST150, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUO14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTSI2. MTSI8, MTS18, MTS20, MTS24C, MTS3C, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30". 3 BP318-2, BPI/2, BP1/2-3, BP6/8-2, BP518-3, BP3J4, BP314-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ. LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ210RZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, 1NlCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3 a/6" to 7- 4 CNW3/8; CNW112, CNW518, CNW3/4, CNW5/8-112, CNW3/4-518 Coupler Nuts 25 LSSRI SI, LSSR2.1, LSSR2.37, LSSR2.56, LSSR2/0-2, LSSR410 Field Adjustable Slopeable/Skewrable Hanger 27 RCW0f2, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTU077, CTUD87, CTUD88, GTUD97:. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 2B RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- CTUD98, CTUD99 27 ML232, ML24Z, ML262, ML28Z; ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 25 MMH8 Roof Tie -Down 30 SP1; SP2, SP4, SP6, SP8 Stud Plata Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD36, RTUD4, RTUD4& RTUD5, RTUD6, RTU D7, RTUD8 Ratcheting Take-U p Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHB Heavy Stud Plate Tie 518" and heights ranging from 9-1/4"to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLUI211, IMMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC; RBCP Roof Boundary Clips 33 ST9, ST12, ST18; ST22, ST292, ST2122, ST2115, ST2215, ST5215, ST5224, ST6236 Straight Straps 716" and heights ranging from 11" to 32-1J2", 1 D URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof -fie -Down 34 T820, T627, TB30; TB36, TB421 TB48; TB54, T65& TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RT022Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TWBiQ 7WB12, TWE314 Wall Bracing 1/4" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC.. STCT, DTC; HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS6 314" Uplift Rod Run Tiedovrn System 35 TJC37, TJC57 Truss Jack Clips 37 WBf 06, WB1 DOC, W6126, WI26C; WI43C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 11"to 32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 112" and heights ranging from 8" to 30". Sea # Product Model- Number or Name Product Description Sea # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down Sep ii Product Model, Number or Name Product Description 1 C91-12.376.5, CBH2 37x7.83, CBH2.37x9.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC1 DI4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8; HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DS05L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116" to 3-9116" and heights 7fT and heights ranging from 7-112" to 32". 4 HDU2, HDU4, HDU5; HOU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8"to 23-15116". 12 HGLTV series hangers Top flangehangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5,25-SDS, HGU5,50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7,25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHR02-2, HHRC42, HHRC42-2 HHRC4/1.81, HHRC44, HHRC5.25/325. HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 25116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.618" ro 7- 9/18" and heights ranging from 18" to 26"_ 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116">b 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PI PA68 Strap -style purlin anchor 7 LRU26, LRU28. LRU210 LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7.00-SDS. HHGU7.25SDS, Face -mount hangers 3-9116" and heights ranging from 5-518" to 13-1/8". 10 PAI18, PA123. PA128. PA135 Strap -style purlin anchor 8 LSU25, LSSU28. LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00SDS 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHDI ORJ Strap -style hold-down 9 TBE4, TRES Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7116"to 15". Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 10 TC24. TC26. TC28 Truss Clip HHUST2511D version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA216-2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16", THAC422; THA426:. THA422-2, THA426-2 1/8" to 5-118" and heights ranging from 4-314" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THAI1.81122, THAl2.06122, THAl2,1122, THA1222, THA1322, THA13522, THA1422 Adjustable Truss Hanger Sized for-Joisk Concealed flange version (HSURC; HSULC) available for all 118" and helghts ranging from 5-318" to 28", 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.318" to 32". DS3, THJM2-5-SDS3, THJU26; THJU26-W Multiple aces Hangers 9 HU, HUC series hangers Face -mount hangers available ilabll in Wi Widthsranging from 1-9/16" - /1 Flange 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116"to 3- 15 TSBR2.24 p Restraint rid 5/8" and heights ranging from 9-118" to I S" 7 VPA2, VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights y 'a 18 VTCR Valley Truss Clip greaterthan2-9116". ranging from5.3/8"to7.14' 9 9 9 c L O 10 HUC01.81/9-SDS, HUCQ1.81/11-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS; HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-91 and heights 'y SOS,HUCQ410-SDS, HUCQ412-SDS, HUCQ5.2519-SDS, HUCQ5.25/11SDS, HUCQ6ID- SDS, HUC0612-SDS rang ingfrom 9-3118"to13-118", a e v c14 ^ a rA r0 c: L Jf d C= Cc V cc to W v d C"1 (gyp .� 9- t O Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strang -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12l30/2020 For direct pinks to all SST approvals listed becee, CLICK HERE. For direct rinks to all SST approvals fisted beloo, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. C= For direct links to ail SST approvals listed bolero, CLICK HERE. .+ For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), LUCK HERE, CLI K HE E - For additional informative regarding Florida's Statewide Product Approval System and Miami-0Dade County Notice of Acceptance (NDA}, C R regarding Florida's re - e Pr Approval to d � d punt Notice o Acceptance NOA � 1 � H R � For additional informationSte wid Product App ov System Mani -Dade e County Duce f{ }, �1,,�t, F�F For additional irtfamauon regarding Florida's Statewide Product Approval System and Miami -Dade Caen Notice ofAcceptance lance NOA CLICK HERE. I g g ppr ys Miam County p ( ), 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 18 SrLBV1.56, S/LBY1:81, 51LBV2.06, S(LBV2.37, SILBV2 56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5-318" to 15-118", SILBV3.56, SILBV3.52. SILBV4.06, S1LBV4.12, SILBV4.28, S1LBV4.75, S1LBV5.50 6 Strong -Bolt 2 (STB2, STB2.4SS, S7B2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in welth of 1-9116" and heights Sea 9 Product Model. Number or Name Product Description 19 SfLTT20, S/DTT2Z, S/HT714, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-311 B" to 13-118", 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titen HO (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8. HRS12 Strap Ties 21 SP4, SP6 Stud Plata Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP; TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3; THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112" 5 THG02-SDS3, THGC3-SDS4:5, THGQH2-SDS3, THGQH3SDS4.5, THGQH4SOSO Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Couplerfor concrete 25 MIT seres hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (rHDB25158RH, THDB37158RH, THO37212RH, Then HD Threaded Rod Hangerforconcrate 1/8" and heights ranging from 9-114"to 24", THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in wdth of 1-0116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-118" FL#1 1473-RS FL#13904-R5 (D 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FLr#16230-R8 118" and heights ranging 9-114" to 32". 1 DFTAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG. CC7QM5.5C-SOSG, CCCQM3.62-SDSG, CCCQM4A2-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, HISS. H16-2 H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16 HETA2O, HETA24 HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G•KT, ECCLQM5.50G-KT, ECCLLQMD3 62G•KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALIB, HETAL20 Embedded Truss Anchor ECCLLQMD4.52G-KT. ECGLLQMD5.50G-KT, ECCLRQMD3.62G-CT, ECCLRQMD4.62G- 3 SET XP SET-XP High Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.5DG-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA66. AGA66R Adjustable Past Base 7 HHFTA16, HHETA20, HHETA24, HHETA4D Heavy Embedded Truss Anchor 3 HGUM5,25, HGUM5.50, HGUMTOC, HGUM725, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABLI ABU5.6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4•SDS3 GirderTiedown 4 LGUM26.2, LGUM26-3, LGUM26.4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM2ID-2 Masonry Beam Hangers 6 Titan HD (rHD-H45S, THD•H6SS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABUIOIO. ABU101DR, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48: LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Base 10 META12, META16, META18, META20, MSTA24, META40 Embedded Truss Anchor 5 MBHA3.12I9.25, MSHA3.12111.25, MBHA3.5617.25, MBHA3.5619.25, MSHA3.56111.25. MBHA3.56/11.88, MBHA3.56114, MBHA3.56116, MBHA3.56118, MBHA5.50)7.25, Masonry Top Flange Beam Hangers 7 Titen Turbo countersunk head. Than Turbo Screw Anchor for z 4 5 A04, AC41R, ACE4, AC6, ACBR, ACES BC4, BC46, BC4R, BC6, BOOR, BCS, BCS2-2/4.. BCS2-3/5 Post Cap Post Cap 11 12 MSTAM24, MSTAM38, MS7CM40, MSTCMOD MTSM16, MTSM20, HTSM16, HTSM20 Strap Tie for Masonry Twist Strap for Masonry MBHA5.5019.25, MBHA5.5D11125, MBHAS.50111.88; MBHA5.50114, MBHA5.50116, (TNT) concrete or masonry 6 CB44, CB46, OB48, CB66, CR68 Embedded Column Base MBHA5.50/18 cu 7 CBSQ44-SDS2: CSSQ46-SDS2, CBSQ65-SDSZ CBS086-SDS2, CBSQ83SOS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.M11.25, MBHU3.56111.88, MBHU3.56114, MBHU3.56/16, MBHU3.56/18, MBHU5.5019.25, MBHU5.50111.25, MBHU5.50111.88; MBHU5.5O114, Masonry Beam Hangers FL#16937-R3 > 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.1 4" to 9-112" and FL#11496-R5 W2 ranging from 3.518" to 7-112" MBHU5,50116, MBHU5.50118 Seg # Product Model. Number or Name Product Description CIO O 9 CCQ-SDS2.5, ECCQ-SDS25 Series Screwed column caps with W1 ranging from 3-1/4" to 9.112" and Sea # Product Model. Number or Name Product Description 1 X3461016-5K; X1S1016, X1 B1018-4K, XQ1S1016, XQi B1016-4K 410.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 � W2 ranging from 3518" to 7-112" 1 DTT1Z Deck Tension Tie Drill Point � /1 10 CPI CPI CPI Concealed Post Tie Base 2 HD121 HDI9 Bolted Holdowns FL#13975-R6 2 XLQ114T1224, XLQ11481224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD36, HD5B, HD7B HD96 Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HT75, HTT5-T4 Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQ114SI224, XMQ1 14DI 224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LC866 Embedded Column Base 5 1_719, LTT208, LTTI31 Light Tension Ties 1 SDW22300, SOW22338; SIDW22436,,SDW22458, SDW2250t7 SDW22600, SDW22638, Strong -Drive SOW EWP PLY"and TRUSS -PLY Screws Tapping Screws with #5Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDWZ2634 4 X0114S1224. X011461224-2.51C X114S1224, XQ112SI224, XQ112B1224-2K 412-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with lira 15 MPB44Z, MPB667, MPB887 Moment Post Base 2 SDWC15450: SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, P644R, PB46, P666, P866R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH19400DB, SDWHI96DODB, SDWH19800D6, SDWH191000D6 Strong -Drive SDWH TIMBER-HEXSorew 5 XU34S1016, XU34B1016-5K #10-16 Strong-DriveXU Metal Seff-Drilling: Tapping Screwswith 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SDWH27400G; SOWH27600G; SDWH27800G, SDWH2710DOG, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 P044-161 PC46-18, PC48-16. P064-16, PC56-161 EPC44-16; FPC46-16, EPC48-16, Post Cap 1 SB518x24, SB718x24, S81x30 SB Anchor Bolts 6 SDWS19500, SDW519712, SDWS224DO,SDWS22500;SDWS22512, SDW522600, Strong -Drive SDWS TIMBER Screw(Interior Grade) O EPC84-16, EPCSB-18 2 SST816. SSTB20, SSTB24, SSTB28, SSTB34, SST636, SSTB1 OL, SSTB20L, SSTS24L, SSTB Anchor Bolts SDWS2280Q SDWS229DQ SOWS221000, SDWS221100, SDWS221200, SDWS221500 FI-05320-110 L 20 PC4Z: PC4RZ, PCSZ, PC6RZ, PC8Z, PCSRZ EPC4Z, EPC4RZ, EPC6Z, EPCORZ EPC8Z, Post Cap SSTB28L 7 SDW52230008, SDWS22400D8. SDWS22500D0. SDWS226000B, SOWS228CODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Sea # Product Model- Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS2251208B Outdoor Accents Structural Wood Screw 1 DSSCB43.5; OSSCS46, DSSCB46, DSHS Bypass Framing Drift Strut Connector �11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS273005S, SDWS27400SS, SDWS2750p5S, SDWS2760OSS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FC843.5, FCB45.5. FCB47.5: FGB49.5, FCB411.5 Bypass Framing Fired -Clip Connector '^J SDWS271000SS, SDWS2712DOSS 3 FPHSD34S1O16, FPHSD34B1016, FPHSD3481016-5K; FPHSD34S1214, 410-16 and #12-14 Strang -Drive FPHSD Framing -to -CPS Self- V, Sag # Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD3461214-5K Drilling, Tapping Screws CC FL#10866-R5 1 CMST12, CMST14: CMSTCI6, CS14, C516, CSI S, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector M � ■ ■ 2 HRS6. HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18; FHA24; FHA30, MIMSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6:25, SSC2.25, SSC4.25, S5C6,25; MSSC2.25, MSSC4.25. MSSC6,25, Steel Stud Connectors Sea # Product Model. Number or Name Product Description MST148, MSTI60, MSTI72; S/MST27, S1MST37, 8IMST48 MSSC425KW MSSC6.25K V I FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twist Straps FL#15363•R3 6 RCKW3, RCKW5 5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SC943.5, SCB45 5, SCB47.5, SC649.5, SCB411.5, MSC8455, MSCS47.3 Bypass Framing Slide -Clip Connector n 3 GH46-6, GH46-8, GH48-6. GH48-8, GH410-6, GH410-8, GH66-6, GH56-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTAIB, LSTA21, LSTA24, ST292, ST2122, ST2115. ST2215 Straps 33 mil (20 ga) Sea # Product Model- Number or Name Product Description 8 SCS325197, SCS62-5/97, SCS52-5tl18, SCS82-51118 Bypass Framing Connector �i•� 8, GH610-6, GH610-8 6 LSUBH325, SUBH3.25 MSUBH3.25 Bridging Connector 1 AS 18, AS 1885, AS 1886 16 ga. Truss Plates 9 SOW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB5B: GLB5C, GLB6D, GLB7A, GL87B, GLB7C, GLB7D Glulam Bearing Plata 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLB7518, 0BL7616, GLBT520, GBLT820 Glulam Bearing Plata 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.51 a Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224: ST9, ST12. STIR, ST22, MSTC28, MSTC40, MSTC52 Slaps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 10 MSTC664 MSTC78, STS236 Straps 68 mil (14 ga) Screws LLJ 8 UFP10-SDS3 Universa l Foundation Plate 11 MTS12, MTSI6, MTS18, MTS20, MTS30, MTS24C, MTSSOC Medium Twist Straps 13 XQ181016, XQi 91016-4K, XQ181214, XQ1 B1214-3.5K, XQ78S1224, X078B1224-31l 410-16: 412-14. and Al 2-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SI61.56, 5/81.81, S162.06, SIB2.37, SJB2.56, S1B2.68, S1B3.12, 5183.56, S/63.62, S154.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224, X0114el224-2.5K, XQ112S1224, XQ112B1224-2K, X34BIO16-5IC X1 S1 DI $ X1 BI016-4K; Xi S1214, Xl BI 214.3-5 K Tapping Screws 13 S1134.12, SIB4.28, S/134.75, S165.50 S/BA2.1218, S1BA2.12/10. SIEAZAX12, SIBA2.12114, Sr0A4.18/8, S/BA4.18110, Top Flange Joist Hangers Sea # Product Model, -Number or Name Product Description Z J SIBA4.18112, S/BA4.18/14 1 LT -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAG, GDP, GDPM 50, GOPM-75, GDPM-100, GDPS, GW-50, GW-75. GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HDBS, SIHD88, SIHDIOS S/HDIOB, SIHDISS, S/HD15B Holdowns 3 POPA, PDPA-K, PDPA MG, PDPAT, PDPAT-K, PINW, PINWP PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies 16 S/HDU4, S/HDU6, SIHDUD, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SIJCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete �- SHEET NO, March 6, 2023 PA 1.3 --- -- _ _ _ _ �I . II I i I r. 11,,ai ou,i u , rape i,,:. u i ,e'd II J FFHAM1, > 0 AGAIM-DADECOUTIM7 2, PROD UCTCOMMOL SECTION =am PGT Industries. 1w. PGT Inditstries, Inc . (D 0 =3 L_ L_ -0 (3) CL 0 PGT Industries, Inc,. (D 0- 0 11905 SW 26 SreeL Yzoom'2708 NOTH: E OF ACCEPTANCE: EVIDENCE SUBAMTED NOTICE Of ACCEPTAINCE. EVIDENCE SUB31IT TLD CU -0 O_ DEPARTMENT OF REGULATORY AND FCONOMC RES01MCES 0=) Mi=L Monda 33173-2474 . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1W (D U) -L-- B GARD AND C 01D E ADIMUSTRA TION D IVMOT-q T (7W) 3 U-22, 5,40 F r796j 315-25-Q-9 1. Evidence submitted under previous NOA, D. QU-ALITY ASSUR-AYCE 0 (__ :3 _C0 in NOTICE OF ACCEPT ANCE (_N0z"Qj A. DRX"T, iGS B.. TESTS (continued) 1- Miami Dade Department of Regulatory and Economic Resources aR,'ER)_ W -0 0 -0 -0 PGTIndustries, Imc. 1070 TechnoloU Drive, L Mmwfxtur&s die drawings and sections. 5. Test report on 1) Air Infd ft-tict Test. per FBC, TAS 20',194 — C= 0 -= (D 0 L_ 0 0- = North Venioe. IFL 341.7; (Submilted ander ATOAA-o. 11-0107 04) 2) UnifDnn Static Air Pressure Test- per FBC', TAS 202-94 E., _3LALTERLA1 CERIMCATION-S — LL_ SCOM 2 Drawing'No.1j[D-557 0.0, titled �'Vir� Sliding Glass Door NOA (I.AM)", sheet 1 3) Water Resistance Test, perFBCJAS 202-.94 � I , Notice ofAcceptance No. 15-05218.1-1 L&sued roVision Exinision Limited for their C .0 CT3 0 lr-7-- This NOA is being issued under the applicable rules and regulations governin gthe use of conshuctionmaterialss- The through 1. 1 of 21 � pf epared by manufacturer, dated 10,05115, with revision A dated 4) Large Missile Impact Test per FBC. TAS 201-94 'I'VAW Rigid PVC Exterior Extrusions for Windows and Doors7. dated 08113.115. -30/19. U) M 0 > -0 E 0 document-Aian submitted has been reviewed and accepted by Miami -Dade Count -Product Coillrol Section to OV05117, sig ned and sealed byA. Ly-wMillff, RE. 5) Cyclic Wind Pressure Loadingper FBC_ TAS 203-94 expiting on 09e� (D _yR.ER be used in Ivii= Dade Cousiby aW other areas where allm-ed by die Authority Hu ing lvii�&cttou (AHJ). 6) Foxed E mry Tea., per FBC, TAS,202-94 2. Notice of Acceptance No. 16-0920�08 issued Lto Vision F_vmsion Limited for their -YE US Co M ThisNOA shafinotbevalid afterthe expraticndate statedbelow-The Miami -Dade County product ContrelSecion B. T ESTS along withmmia-d-up draunigs and:hiqallation diag ain of vinyl sliding glass door, prepared N 1060 Tan 202 and lighter Shades ( 'on -White) Ripd, PVC E xterini� Extrusions for U) < (In TNfiamiDade County) audorthe AM (in areas other thanMiamiDadee County) reserve the right to have this 1- Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 20244 b y Fenestration Test ing Lab- Ine.- Test Report N o. FTL 8,549. d ated 11)0615, signed and Yflindowsand Doom". dated 1110.8,116, exp iriAgg on 12.2912 1 product or material testedfor quality assuranceputposes. If this product ormaterialfails to pedolm in the accepted 2) Lmye Nfissile Impact Test per FBC: TAS 201-054 sealed by Idalmis Oftega, R E_ (Test report revised on 12r'04-/15 and 0211116) 3- Notice of Acceptance No. 1z"5281-5 issued toVisioU Extrusion Limited for ther -Brown mannet, theirianufacturer %A11 incuir the expense of suchte-stiag andtheAI-Umavunmediat--Iyievol-e- modtfy, or ind Pressure Load mg per FBC . TAS 20 -504 3) Cyclic Win 3 6- Test report on 1) Air Infiltration Test , per FBC_ TAS 202-94 Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for suspend -ffie. use of smch proAuct of material witbin therjurisdiction. RER reserves the right torevoke this along with marked -up drawings and ion diagram of tqnyl sliding glass door prepamd inStalbt 2) Unifmn StaticAk Pressure Test- per FBC. TAS 202-94 Wmdows and Doors", dated 09/13/ - 093010 15 � expHM9 cc acceptance, if it is determined byMiamr,-Dade CountyProduct ControlSection that thn product orinaterial fails to 1 '071 b� Fenestiation. Testing Lab- Inc., Test Fxpoit No..FrLS717, dated 122; -5,sipedand 3) Water Resistance Test7 per FBC, TAS 202-94. 4. Notice of Acceptance No- 16-0712.02 issued to ENERGI Fenestration S olutions, USA, meet the requirements of the applicable building code This, p ro du ct i s. a ppf ov, e, d as, describe d heve in, an d h a s b een des ign ed to c amply with the Fl orida Building Cc de. sealed by Idahnis CTtega, P_ E_ (Tff.1 rq>ort revised on 02/1546 and 02,2416) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their 4'1X.N3040, aind Lighter Shades (Non-NNIAte) Rigid PVC Exterior including the High Velocity Hurricane Zoixa_ Test report on 1) -Air Inf&ati0U Test, M FBC., TAS -202-94 5) Cyclic Wind Pressm Loading per FBC, TAS 203-94 Exh-usions for Windows and Doers' dated 09A 5116- expiring on 0 2NOV2 1. DrscRumo-_,N�.series 4*S�47W' 770" V&N-1531iding Glass Door (Reinforced) m1wo 90P & 1350 corner­,L_n1. I Uniform Static Air Pressure Test- per FBC. TAS 202-94 along with marked -up drawings and inst2liat ion d iagrarn of vinyl slidb �g glas s d oor- prepared 5. Notice of Acceptance No. 1"711#4 issued to ENERGI Fenestration Solutions USA, k-PPROVAL DOCUT W-.N-T-. Drawing No. MD-55570.0 Rey, B, titled "Vinyl %ding Glass DoorNOA (M'-- sheet AS 202 3) Water Resistance Test, per FBC. T -94- by Feneshation Testing Lab, Inc.., Teg Repov No. FTL L-5-52 dated 12,104115- signed and 4d Inc.. for their- --Bronze and Lighter Shades of Cap Coated Rig PVC'Exterior 4) Large IvEssile Impact Test per FBC,. TAS 201-94 sealed by Idalmis Ortega, R E_ (rest report revised on 0215,Q20lb) Exa-usions for Windows and Doers" dated 09/15116, expiring on 01.1 6e'20. I thr 6u_*2 1, a f 2 1 � p rep are d by m amifii ctur er. date d I WO 5j 15 and last rev-i-t-d on 0 1�0 1/2 1 s �gzncd and sealed by 5) Cyclic Wind Ptessiare Loadingg per FBC-, TAS �203-94 - 7. Testreporton 1) Uniform Static Air Pressure Test.- per FBCJAS 202-94 6. Noticeof Acceptance No. 16-0712.03 issued to ENERGI Fenestration Soluations USA, A. Lym lvfiller, P.E., bearin, b lianii-Dade CountyProduct Control Revision stamp with the -Notice of g the N 6) Forced Entry Test, per FBC, TAS '202- 94 2) Large Miss, Impact Test per FBC, TAS 201-94 'Ie --`White Rigid PVC Exterior Extru&ians for Windows and Doers- I dated Inc. fof ffi& Acceptance number midexpiration date bytheNfianii-Dadle Coum, Product Contral Section- along withmarked-up dnwings and inst.Ulation diagram of wayl -sliding glasr, dow- prepared 3) iC�yck Wind Pressurt Loading per FBC_ TAS 203-94 110117, expir� on 02,2848. 08, z MISSILEVXUACT R-A=Q Larr and Small1fissile Impact Resista nt by Fenestration Testing Lab, Inc., Test Report No. FTL 85,46, dated 11,106115- signed and drawings and inst2ffit' diagom of vinyl sliding glass door- prepar-ed along u Ion 7. Test reports No(s). 10-W2-79'2�A), 10-06-M0527- 535753-09- per ASTME-84- Lfinitations: I . See table I (sheet:7) and table 2 (sheet?) forapplicable SGI) unh sizes, design pa-ssures, reinforcementstypes.L sealed by Idahnis Ortega, P_ E_ (Test reportrevised on 01,%'16 and OZ111.02016) by Fenestration Testing Lab- Inc., Test Repart No. FTL 6638 (�arnples A-1 tbxu A-2'2), dated, ASTNID 1929 and A S TRD -63 5. issued by EXO`�,A to Vis� Exmrsion for c ellulosic gjass types., %ill riser (see tables B-1 & B-2 sheets 7-8). and anchor layoutsheets requirments in I I thm 16- 3L, Test report an 1) Air Infilftation Test. perFBC., TAS 202794 11 �,'l 9 10, signed and sealed by Jorge, A. Causo, P, E_ (SubmNed undvr NOANo. II- composite material 2. Rigid White PV, C1, Tan (Non -white) Rigid FV C and Brown coated (Painted or laminated) while Rigid FV C to be 202 Uniforin Static Air Pressure Test, per FBC, TAS - -94 0107 W1 (Submitted under A10.4 A"& 114107 04, z labeled per referenced NOA's requirem , eats- 3)Wattf Resistance Test, per FBC, TALS 202-94 8 Test report on 1) Air Infiltration Test- per FBC_ TAS 2102-04 S. NotiCe of Acceptance No. 14-0916. 11 issued to Kuraray Amen a... Inc- for their 3. Egress opetabledoors mirst complywrith min clear widthor height perFBC requirement as applicable- 4) Large Missile In4nact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test- per FBC, TAS 202-04 -Sena-vGla st (Clear and Interfaver', zmpiriag on 07/04/18. 4� Pock -et willsunder separate. apprcvat to be revi-eivedby Building official 5) C yc he Wind Ptessiare L o a d ing, per F3C - TA S 22 03 -1)4 3) Water Resistance, Test per FBC, TAS 202-94+ 9- Notice of Acceptance No- 16-1117.01 ismed to Kuraray Ameiica, Inc- for th& LABEUNG. Each unit shall. bem- a perinment label with the manufacturer's name or loga city. state andileries and y Test, per FBC . TAS 201,94 6) Fared Entr 4) Large Missile Inapact Test per FB C, TA S 201-94 -Trasifell-l", 111track-ar. Clear and Color PVB Interlaver ogAring on 07�081'19. follawikg statemeur'Mami-Dade C4DUafy ProdWt Co=cA Approved!',nowd ber ein. along with m. arked-up draw ings and in.St2&t.i0adiagrain Of XriftylLsliding glass. door� prepared 5) Cyr -he Wmd Presmre Loadingper FBC, TAS 203-94 RENEW -AL of this INOA shall be considered after a reneumlapplication has be en file d and there has been no by Fenestration Testing Lab, Inc.- Test Report No- FTL8,55477., dated 1104/15= signed and 6) Forced Entry Tesl.. per FB-C_ TAS 202-94 F. STAT111HINT-S change in the applicable building codenegalively affecting the peifarnxance ofthis product- sealed by Idalmis Ortega, P. E. (Test report revised on 02/15,4 6) along with maiked-up drawings and installatian diagram of vinyl sliding glass door- prepared I - Statement letter oftoffonmrice with 1FBC-5 Ilk Edition (2014) and FBCA&F-dition TERAM�ATIONof thisNOAwill occur after the expiratinn date or if thetehasbeem a revisim or change inthe 4- Test report an 1) AirInffitrXion Test, per FBC_ TAS 2C044 by Fenestration Testing Lab. Inc-, Test Report No- FTL 6337 (saniples A- I thni A-5)_ dated (2017� issued by manufacturer- dated OV141117- signed & sealed by Lym Milker. P.E_ in materials, use. aud'ot- manufactme of the profter or process- Misuse of this NOA as an eudonement of anyproduct, 2) Unifarin Static Air Pressure Test.. per FBC_ TAS 202-94 1106/10, siped and sealed by Jorge -A- Cailso. R E_ (S-ribmilted underNO-4 A'& 11- 2, Statement letter of no financial interest, dated 0411&17. issued by manufactizer- signed mi for sales, adverdsigg; ar aiW otherpurposesshall a-utomaticallytettninate this NOA. Faflulew', conplywith any 3) Water Rr�stance Test., per FBC, TAS 202-94 Of 0 7 09) &sealed by Lynn Milk-f. RE sectionolthis'NOA shAl be cause for termination -and rejumal ofNak. 4) Large Nfi�,� ImW Te,& WFBC, IAS 201-94 3, Letter of lab comphance�, part of theabove test reports. NT. Florula. and blIz%edk th AD1*T_RTLSE_N11_ - The NOAnumberpiecededby the wrordslhfiami-Dade County. f - y e 5) C ychc W- ind Pressure Loading per FBC. TAS 203-94 C. CALCTTLATIONS 4. RER_ Test Proposal No. 17-0397- dated 051D51 7� signed by Ishaq Clmada_ P_E_ expifation date may be di*a�ed in advwhsing litenture- If an, .v portion of the NOA is displayad� th en it s h all be 6) Forced Entry Test� M FBC, TAS 202-94 L Anchor venfication. calculatiow and stnxtml analysis, complying with FBC-2014, done in its entirety- along with maiked-up drawings and installation diagram of vmyl sliding glass door. prepared prepared by PGT_ dated 12.09.,'15and last rmised on 01151116- sismed and sealed by Q OTBOF-R INWC-11ON'. A copy -of 01is entire NOA shall beprovided to the user by -the wamifactuier or its &stnbutm and by Fenestratien Testing Lab, hie., Test Report No. FTL 95481- dated 1104il 5. signed and nder. AnthouyL Miller., P.EjSnbntkted a NOAsY& 15-1210.01� 1. Notice of Acceptance No. 15-1-110.01-1 issued to PGT Industries, for their Series shiall be available for inspection at thejob site at the request of the Building Official. Sealed ky I d ahm 0 rtega, P. E. (rest report rev ised on 0 1 _�0411 6 and, 0 111, 1/16). 2, Gli-zing comphes with ASTME-1300-09- `35570-12770" Vinyl -Shding Ghtss Door (Reinforced,) - L. expiring on 0411*121- Tbis, NO A revises& reneas-NOA420-0419.05 andconsistsof thispage I ande-%idencepages&L E-2. E-3. E-4- I � L` /1111- :� 1 �' " "� 7 E-5 & E-6 as Nvell as approval docunient mentioned abo%--e_ 1 hh2q L Chaimi2. P�E. 1sh2q L Clutndm. P.E. ISLI q I ch-Amda, P1, Cn The si*mitted dccumeeviation was miew-ed by Ishaq L Clhanda, PJE. Product Control Unit Supervisor Product Control Unit Erupernsor Product Contra] Unit Supervis�or -0 1. HM 3 �NTOA No.. 21-0205.03 UKtV Expiration Datet April 14, 2016 ExpirxdonDa1*-. April.14,2026 ExpirationDuc., April,14,2016 'Hareli Expiration Date: Apri[14,202,6 '11,Arch cc Approval Dafe-'Ma reh, 1S, 20"1 Approrall)ate, Uarch 2,55, IL021 Ap proval Dntv- 2;, 10 "1 Approva I Date. 2S, 2021 a- Psgf I E-2 E -3 C�,45 cg: V % a. cr- PGTIzidustries, Inc. ICGI W ind-Dws and Doors, Inc. PGT Industries, Int, NOTICE Of ACCEPTANCE: E1,1DENCE SUB-Niff TED NOTICT OF ACCEPTANCE: EVIDENCE SUBNE[TTED NOTICE OF ACCEPTANNCT: EVIDENCE SUBMIUM-1) 2. E-.1dence Submitted, under previous submittal E. XLXTERLXL CERTIFICATIONNS (continue) 3. New Evidence Submitted 5. -Quanex Part Super Spacer Standard complying withASTN-1 C1518 Thermal Conductivity A. DRAINT, �GS O�891 BTU-in.1 hr.-ftm ASTNI F 1 2_49 SAITR-Pass, ASIM D3985 Ox ygen­Pas� ASIM E A. DR-AINFLNGS 1. DmwingNo. MD-5-570.0 RevB, titled -Vinyl Sliding Glass DoorNOA (UV', sheets -3190 I.G_ Durability- -No Fog -Pass. (Sabm-ftteW anderpretions �'YOAJV-& 1"409. 05) 1. Drawing No. AXID-55-570.0 Rev B, titled �`Vinyl Sliding Glass D�oorNOA (LIVIY', sheds I I through 21 of 2 L pTepared by manufacturer dated 10;05/15 and last revised on. through 21 of 2 L prepared by manufacturer. d ated 10!051'l 5 and last revised on ODDI�n2 1- Cn 04,21,M signed and sealed by A- Lynn Nliller, P_E_ 6. Quanex Part Duraseal conWlying, with ASTNI C518L Themul Conductivity 2.22 BTU -in/ signed and sealed by A- Lynn Miller. P_E_ hr_­ft��-:'F, ASTM F 1249 WVIR-Pass- ASIM D 1434 Argon Permemce-Pas& A -SW E . Notc This m-ision consisti replacement of'sarne existing_ installation screm with f lat head- B. TESTS 21,89 I.G_ Dtirability-No Fog, ALSIM E S46 De%, Point Development -20OF mi 48 hrs 1. Test repofts on-- 1) Air Infiltration. Test, per FBC. TAS 202-94 2) Uniform Static -Air Pressure Test- Loadingpef FBC. TAS 202-94 - Vision Extrusions.- Ltd- Paris comphing with PVC -AANIA 303-13, Voluntary Specification B� TESTS 3) Water Resistance Test- per FBC_ TAS 202-94 for Rigid Poly -vinyl Chloride (PVC7j Exterior ProMes for Vision Extnisiom, Ltd.-VEX-1 by L None. 4) Large Missile Impact Test per FBC_ TAS 201-94 AAKAL FeaeAsration Exterior Profile Certification Program- (_S4ibmjVed under.Y0.4 JVo 15- 5) C,,VrhCL Wind Pressure 1,oadingper FBC. TAS 203-N 0409. &�) C. CALCULATIOINS along with mrked-LT dr­.iwings and in=llation diagram of all PGT Industries, Inc. 8_ Vision Extrusions, Ltd- Parts complying with PVC-AA.Kk 3 03 43 L None - representative units listed below and tested to quali�y Dowsil 791 and Dowsil 983 silicones, (SubnOlted YnderJ1V0_4jN'9. 15-0409.0-T) prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9- PVC -A -AMA 303-13, V oluntary Specificatiou for Rigid Polyvinyl Chloride (P%7Q Eiderior D� QT-TALrn,- A SSVI &A-N CE FTL-7897, PGT PW5520 PVC Fhced Window (bruil 6 in proposal), dated 005�03/14 Profiles for Vision F_xtrustons, Ltd.-VEX-1 by AAKA Feaestrat=L F_xterior- 1roftle 1. -Xiiami-Dade E"artment of Regubtory and Economic Resotwees OtER)_ U) FTL-20-2107.1, PGT SGD780 Aluniinim Sliding Glass Door (unit 7 in proposal) FTL-20- Ceffication Program- 2107.2, PGTCA740 Alum- Outsw ing Caseinent Window (j=1 8 -in proposal) FIL-20- 10. Notice of Acceptance No- 18-1217,14 issued to Energi Fenestration Solution, USA. Inc. for E, -XIATERIAL CERTMC ATIONTS M 2107.3, PGTIW7620A Ahmiinum Fixed, Window (unit 9 in proposial), and IFTL-20-2107.4- their -Tan .3040,,& light shade (non -white), WIfite Rigid, PVC Exterior Extrusions for L. Nctfice- of Acceptance No. 119-0305.02,m-jed to Kurarav An*rka, Lae. fortheir > PGT PW7620A Ahm3inum Fixed Window (�mft 10 in proposal), dated 07113f2O. an signed Windows and Doors-. expiring on 02f04L2l. "Trosffoll, Ultraclear, Clear, and Co1orPVB Glass Interlayers-_ expirin on. 07/08424- 9 0 and sealed by Idalmis Ortega. P_E_ 11- Notice of Acceptance No- 19-012,2.02 issued to Flap Fenestration Solution, USA- Inc- for 2- Notice of Acceptance No. 17-080&02 issued to KuraravAmerica. lue. for their > their sen-es "White Rigid PVC Exterior Extrusions for Windows and Door�% ew=''g on "SentiTGlasif, (Clear andWhite) Glass lnterlayer�"_ expirmig on 0TUQ3_ 0_ C. CALCULATIONS 024218,23- 3" Notice of Acceptance No. 18-1106.10 is� to Vision Extrusions Limited for their `Srowu 0 < 1. Anchor vmfication, calculations and structural analysis. comptririg with FBC 76 12. Notice of Acceptance No- 20-02,03.03 issued to Energi Feriestntiou Solution, USA- Inc,. for Coated, (Painted or Laminated) White Rigid PVC'Exterior Extrusions for Windows Edition (2020), dated 04/22j'20, prepared by manufactuiet- steried and sealed by their ' -Bronze & light shade cap coated 111dte Rigid PVC ]Exteflor Extrusions for -s" u and Doot 'L 4)img on 09/3&24� Anthony Lynn Miller, P_E_ Windows and Doors"T expiring on 04,116'25� 4- Notice of Acceptance No. 18-1106.11 iswed to -Vision Extrusions Lianted for their senes 2- Glazinj conThes -%ithASTIM E 1,400-04, -09, -12 and -16. "VE 1000 Tan 202 and lighter shades (Nou-NA-hite) Rigid Celluhr PVC Exterior D. QU, AL ITY A S S1,TRXNN CE F. STATEINIEN-TS Extrusions forWindows and Doors-, expiring on 121Y29122 1. Miaun-Dade Department of Regulatoryand Economic Resources (RER). 1. Statement letter of conformance to FBC 7& Edition (2020), dated 04,-22,20. issued by manufactwer , signed and sealed by Anthony Lynn Miller, RE. F� STATF_AEE2�-TS E� -XIATERL4L CERTIFIC-tiTIONS, 2. Statement letter of no financial interest and of independent, issued by maraffacturez. dated - L Statement letter of conforinance to YBC 71 Edid-on (2020), dated 0:72,01),21, issued by L Notice of -.Acceptance No- 19-030,5.02 issued to Ktu-aray America, Inc. fof their 04,48,20, signed and 9mled by AnthonyLym.Miller;_ RE manufacturer, signed and sealed by -Anthony L�mn Millff P.E.L U) "Trostfolt Ultraclear. Clear, and Color P­VB Glass Interlavers7 C-XP=9 On 1 Private Labelikiz Agreement document between PGT. dated 03,30115 and signed b�y all 2- Pmmte Labeling Agreement dated 03/09,21 between PGT Industrics, Inc. and CGI 07�D8,,24_ involved partie& Windows and Door Inc.. signed by Dean M, RuaEk, P.E., V.R Eng�neerirtg. on behalf of 2. Notice of Acceptance No. 17-0803.02 issued to Kiwaray America,, Inc. for their "Seutti,Glast, both corWanies. (Clear md%ite) Glass 1at#rlavtq-s expmag on 07fiO4,23. G. OTHERS 3- Notice of Acceptance No- 18-1106.10 issued to Vision Extrusions; Limited for their "Brown L This NOA revises7N-0A# l7-0420,06(PVT%v!C.GI) and updates toFBC2020 (7thEdition)_ G. OTB1RS Coated (Painted or Laminated.) N11fte Rigid PVC'Exterioj- Extrusions e2Tiri:ngCr 0-4121!21- L IhisNO-4LreN!ses&i-enew,3IN-O.A#20-042.9.0---�(,PLAw,'CGr),expir�iz&4,'14i26. forWindows and Doors", exphing on 093a,24_ RER Test proposals #19-1155 dated 01/10f26 approved by IshaqL Chanda, P-E. expiring 2. Me cum-ent arss�ted PLA CGI Ede #21-02 055.01, expiring 04/14.26. 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extnisions Limited for their 04;'14,1221- series "VE IM Tan 202 and lighter shades (Non-White)'Rigid Cellular PVC 7 Uj Exterior Ex"sions for WindGws and Doors". expiring on 12112942 1. 1 - LA�Vrnl, < Ishaq L Chnuda, P&E. 1zhaq I Chmuda. P.E. Ishm q 1. Ch-anda, P�E. Product Control Unit -Supeniwr Product Control Unit Supervisor z Product Control Uuit Supervisor X10j, Nlo� 21-0:05% ' G3 NTOA 1 1-0!0:4.93 < N�OA No. 2 1-6 2 05�03 ExpiratioB Date, April 14,20:6 Expiration DMe, A 2.6 prif 14, ZO,4 ExpiratianDate. April 14,2026 Approval Date, AL farrh 1-4, IM-1 Approval Date,? U.,treli 25%. !011 CL .Approval Mtv March 29,20 21 E -S E -6. E 4 SHEET NO. 1. March 6, 2023 PA 1.4 -1 --I- - I I IT, - I I I J_ T_ I I j . I . I in.; It, � �. ��: 11 L'. !,dll 11� � I 1�1 — I L 11 1 1 __1 1 — I F— — —7 - __ - — - - 1. i, O —cu a) > = 0 QMIAMI-MIAMI-DADECOTY 0 EMD PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC co -0 CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street,. Room 208 -#— (1) (3) BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C) (n _*� =3 —cu NOTICE OF ACCEPTANCE (NOA) www.miam1dade.y_ov/economv to 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 L_ Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS LL. Seffner, Florida 33584 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, L Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details ", sheet I of I Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details'; sheet I of .0 M -+-a t+._ prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E. , dated March 24, 2003 and Drawing No. dated 03124103 and Drawing Na. LT461 Z titled "Cast -Crete 4 "-, 6" & 12 0 U) CU 0 > SCOPE- "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 611 & 12' Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all E 2 (D L_ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 daledApril 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E,, on 0811,9114 0 . 2 r EVAT�UAHQN_RXtQR!_N0_U472LQ1 3 ( Ic I's Z All"We, i TILLIT TESTING & ENGINEERING compini 2,2, TES REPORTS: 6. MAT JAL CHARACTERIS11-GS AND SPECIFICATION; ER I ­ - WATrR.R A TTLLrr JR., P.F, Large missile impact and fatigue load tests were performed under Protocol$ TAS Shall be strictly in accordance vvith General Notes and Components indicated on filte,o@wl.com VLPX.I.-N.�W, 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing PL C�l U.- N,, DG06719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor speaffications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc- Reports 9 96-569 dated 08/09/1996, #96-570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PRODUCT EVALUATION REPOR 996-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P-E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and ft 2126 dated 10105/1 998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS ND CONDITIQNSAF U_$E- REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2000, slgn�d and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7A � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by 00 Metallurgical, Inc., dated March 13, 2000, on sheet I of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by 7111teco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY- Storm Panels 2—.3.STRUCTURAL ENGINEERING CALCMLATMM; 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined, on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs, design wind load and panel MANUFACTURER: Qk&aLPr0hKUoElPrgdma&U,r length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed Into poured cOncrete, concrete block, and W� 4800 S.W. 61 Street section 1616 ofthe Florida Building Code. Calculations prepared by Tilleco, Inc., wood frame structures. dated 11 103JOB and 0:3/12/15, signed and sealed by Walter A. Tillit, Jr., P_ E� Davie, Florida33314 1, PURPOSE OF EVALUATION; 3. MISSILE IMPACT RESISTANCE, Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report issued by Walter A. rillit, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-0006719), ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61 G20-3, Method I D of the Florida Department of Business and 4. WIND LOADS RESISTANCE: iiiiii1roollfoll,", kil" �k N-.TJ4.Z �'* �&... -I /�, I'll Professional Regulation. — ____ 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind N-11IN11 ... ,\; ,,� F, _,0V-" \CENS, "'. �31 ��, 1 I6 ... 5, ; _.` V This product is being issued an Evaluation Report as described herein, and has pressures, Maximum panel length shall beas indicated on sheets 8,10,14,15, IF * is I . ­ _­ - -'- . ' �=� to. 4 4 1 6 7 % -_ been verified for compliance In accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. ,_ , � � �_----_- --- -a �-_ _ �t ­_71- Z-*,,.-- -�I_-,* , * -1 Florida Building Code, and to verify that the product is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, * _;�,Y�0­��­*�-., STATEOF - at least equivalent to that required by the Code. 14, 15, 1 7, 18, 19, 20 25 and 26 of 26, of Prod uct Evaluation Document (PA. D.)i drawing No. 20-176. , � W I's-1 I - - -- ?-, 1, 1,1, O�,, - 4ORM ,,,, .-'.,01e_ " r ... , , 5S5 � ` .. kt� This Product Evaluation Report shall be subject to review and revision in case of . w. 0 ,,,,;, S10,N­A'L­'VN,0'1" "IfolillillnDITON a Building Code change that may affect ft limitations and conditions UNSIALLAMOM Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED: sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document WAT)LL D;� TILTECO AD MON RECORDS � P. E. REPORT-20 ii GLOBAL PROTECTION PRODUCTS. LLC L 20 GAGE 2� 1. PRODUCT EVALUATION - DOQLJMENJT (P.E.D.); (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as CAALVANIZED 15FELL STORM PANELk DRWG # M176 `, REPCIRT# 2M728.01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document sheets I thrul 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P-E�D ), drawing No. 20-176. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part oA,IP,I- Evaluation Report. wi,01i Ilk", �R A. t/� Z �,�,,. ,lpl �,, ,%%%IIkIlIIIIIk4,, 0" �k N T144 "N, �,�Y . � ... /,?, ., " e �� ­­, /,)w4,', ,-K� ,­` - " , ,,� IV,2 '­ :P'1�. .. 4�15I`l IN - . . , i1e, � . , - W. - EN \�\P, se ,%. �%, ___, ,nE c --*--- .. , ,- � - _.-_-`�__ ,_. e ".1 � s _2. _�� � 1. S __ - ____ !�'7�-- No. 44167 -, a , 1 , ,­­1 _,_$ �,- --' !� �__ . " - - . '. . - '_ - I --- 4_z��t�,-441137 '. it - I— - ��_ I I - - ­ 7,,,., ,� - ��= *. : S , ,.e ,�l . I _* , L I � �_ =___�_ , �* ? ­W * 1, = � i 7/ �rl * " � , 4'* = , - - . - I -I' I " m Yo , -_ � -, ,,L;, -. ­­ IL -1 ,/ _%. SIATE OF �,-.,97 S . / S_-q � I -,%). , ... , A. - , 15""', 40P.1 . . 11, �C6 .� I . . z, -, _- 13 I-," 1�� ',-,, 0�,, - , IL O R) V, - o �0',�,, ,,, �� - - - N, ......... �� 'I"o, '� S-l" . pll� - 6355 N,W. 36th Street, Suite 305, Miami, Florio& 33166 - Phone: (305) 871-1530 -1 /,. �, 6/0 " N A L ,,,,' ........ "PIN " � IrUAH, I 1, 1111111il".1, 11 11 I GENERAL N : 8 -A) IN CASE fHL1 PRECAST SICNE, OR PRECAST CUNCREIT PANELS, ST.1CW OR WOOD BOARDS RE F'OUNU 0. T'HE I "I ­ . "ISTING WALL, ANCHORS SHXI­ BE LONG ENOUGH to R64CH 7HIV. MAIN 7TRb'CTkPiE7 BEHIND S004 PANELS I RIM PANEL SHOWN ON THIS PRODUCT EVALVI OCCUMEN1 IPC,D) HAS BEEN �FIR-VrFED FOR CONROAKE ,N ANCHORAGE S4NL BE AS MENTIONED IN RJ) AND IN 5.2). ACCORDANCE WITH THE n2O (71" WrITON) OF THE FLORIDA BUR-NN6 CODE. !r, 1DJ:6�A= -LW�&AE'�WK-R�bM-,;��,�!"dk-.W"(� DESIGN W140 LOADS SMALL 8� DMRMINCP kS PER SECTION 1620 OF THE ABOVE MENTIONED C41M - 1/4-# TAPCONF AFACNORS, AS MANUFACTURED Fly I I W BUILDCA. INC FOR A WIND SPEED AS REWPED BY THE 4UMSOICUON WHERE THESE SHUTTERS WTIT OLE W,ALIAX, AND - #14-10 P4NEWATIE FEMALE, * AND PANELMATE PLUS ANCHORS AS MANUFACTURED Ff EICO CONSTRUCTION PRODUCTS F, OTS A CIRE-1110AWTIPACTOR gd�,ft. USING ASCE 7-16 AND SHALL, NOT EYC�Ko THE JANIPMUMA (AZO) - 1/4-0 LA, SCRM PEFT N o.s, DESIGN PPESSVIRE RATACS 00CAtED ON SHEETS 7 THFW 12. 14, 15, 16, TO & 20 - 7/16-0 � 5/87 WOOD EFLISHINC, AE D�SIRDIUTED 9�, ALI POINT St:ReW, BOLT & SPEEIAL"Y CO. IN ORDER 70 VERIFY THE NEFGV� QDNDMON IXTIFAAFE DESQ4 WIND LOADS DETERMINED PER ASCE 7-16 SHALL eE FFW ATIVA)CED, TO WSO� DMIW WIND LOADS BY M001PLYINO W74 BY 0 6 h OMER ED C 11 MINIMUM ITATEADOG PEKTRATION INUO W'DW OF TAFCON ANCHORS SHALL EFE, � Ilr AND 2- POP ELCO PAHOLM4TE PLUS COURIARE TIW.SE W, MAX (ASTI) OESIDN PRESSURE RATINGS INDICATED ON SHEETS 7 THIRTY 12, 1,I, is, ,6. To AT 2n AND PANELAW" PEVALE LID. 14 ORDER TO WRIFY THAI ANCHORS 0. T,OS P ED AS TESTED WERE NDT OVER STRESSE), A JSR INCREASE IN ALLOWABLE C Z� MINIMUM T'IREADED PENETRATION Or LAO SCREW, INTO INE WWQ FRAME OhIr S,'Au BE � 1/2- TFG I'HFEADET.' PEhFERU1ION 4410 5niCCO SHAIL BE CONSIDERED AS PART IW TF4F PMJWEID TIHItAVED. PEXETTRAVON STRESS FOR WID LOADS WAS N2L USED ,N THEIR ANALYSIS FAMNERS SPACINP, TO WOOD HAS MEN DETERMINED IN ACCORDANCE WITH N,D,S, 2013, C 3) MINIMUM EDGE DISTANCE OF LAC SOREWS. INTO WOOD SHALL BE AS iHDTCfDrJ IN TTit� GRAONO STORM PANIL ' S ACEOLACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEFtIFIEG IN ACCORDANCE WT. SECTION 1626 OP ENTO'" " T14E ABOVE M SIRFIRICANE ENGINEER A, TESTING INC REPORTS 196-S59. 96-570 & 96-T30 i�() C.4) MIMMUM PENETRAIXIM OF IFTOW BVSHING SHALL BE 5/8' 1�4' 0-20 SCREW, USED ,,,,� EIF 1 1/2' to.0 M)NMUV -WE A� PER - , FEW�IR4110h TESTING LAB IND., REP(TfEl #2032 & #212(, . AS PROTOCOLS TAS-201, TAS-207 ME, TA5­M3 SHOULD �-O= DtF.* AND 77' MINIMUM 'OR WALLS WTT,1 NO SIUCCO� AS WELL AS AMERICAN IEST LM OF $DUN FLORIDA REPORT 00219.01-09, AS PER TAS 201� TAS 202 AND TAS 703 STANDARDS. ' 5) IN CASE THAI 'RECAST STONE, OR PRECAST CONCRETE PANELS, S1I)CCQ ON WOOD WARDS BE F�XNO ON THE EXISrNG 2 ALL ALUMINUM VKTRI 10 BE 6W!I-16 ALLOT AND TEMPER, (UNLESS OrHERWDEL No-,ED) SEE siiEr. 2 WALL. APiM�MS SrKL BE LONG ENOUGH TO REACH THE MAN STRUGrURr BENNO SUCH PAND-S ANCHORACE SHALL HE AS MENTIONED IN C. Q C 2) A C 4) I ALL ALUMINUM SFr-"- METAL USED AT CAOSURES SHAU. HAVE 3105-H!4 ALLOY. (U) ANCHORS SHAL- EE li5WIrn FrLLDVPhiD ALL OF ?HE RECOMMFNGAnf'*TS AND SPECf19CAWJNS C.rP THE ANCHOR'S MANUFACTURER A A" STUEL SHEET METAL PIATELS %MkL1 LOVE STPLICTLIRAL QUALITY STE� 45TM A-SV CRILDE SO FAN!MUM. D-60 QN-VANtZED STEEL CES,OWTI,0N W/FY- 56,5 LAI (AFTER POLLED), 8 PANELS MAY ALSO RE INSTALLED HOM70I FOLLOWING iNSTALLATIEN DETAILS SHOWN ON SECTION � THR(N,OH 10 (SHEETS A $kRCFJQk4 6) UCFF� `NA1 FfLAOERS (D 4L i2) SHALL NOT BE USED 5 ALL SCREWS TO V 5TANLE -ItMt_ iO4 OR ,116 MST SERIES OR CORROSION RE-1,1STAINT COATED CARBON �IEU AS PER CAN SWIFT W/ 50 i,si Of TO STRF,%TP4 AND 90 FIT TENSILE STREN04 & SHALL COMPLY W/ .FLORIDA BUILDING COOE 9 a SHALL BE 1HE RESTPONSISI OF THE li,'ONITLACTOR 10 VEI THE SOVINONMI or 'HE STRUCTURE WHERE SHUTTER IS TO RE SECTION .1.11,3,3,4, ATTACULD YiD INSURE PPOPM ANCHORAGE T1*5 SH'JrrER SHALL OFT, BE ATTACHED TO OCIWAETr, SLOCK OR WOOD FRAiI FlIALDNGS R S, I_, ZID loi MiN� ,1 fIE 5 BOLTS TO BE A61M A-3G7 CAL,D,1417,o) STEEL. OR XSI 304 -�ERIES Sin LESS EE WITH I W M (D SIRENITI, 10� EACH RECULAR STORM PANEL WIT LENGTHS OWN B*-8 THROUGH 1��.'-4', AS PER SECTIONS ,,, 9, 9 A, ,Q ANC ALTFTENATFW�� FTI I ANCHORS TO WALL "LL BE AS FOLTOWS SIN ig ION ON SHEETS �, 6 & IZ RESPECTIVELY. SM-1. HAVE A LEGI ANID PEA&Y %N51191.1. MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS kkn�f APPLCABLE REINFORCEMENT DURING PCRIODS OF ItUARICANE WARNING (A) FQ,.V1l5r_%, f2�U=_9(tKnT. 11 THE INSrALLAnON CONTRACTOR IS TO SEALlCAULK Ai,,� SHUTTER COM"ONENT ED," WHICH REFLAR) OR CONTINUOUS "'0111ACT WRH 1/�'O TAPCON ANCHORS AS MANWINCTURED 61 ITW ERA'OFX, INC (MIT f'-ZIRS ".,I) THE WILONO TO PREVENT MND/" NTRUSION - I /4 0 * 7/8` CALX-A! AFICHORS, AS MANLIWACTORED BY VEWAt,T INC (MIN 1',.30W P�*_L) _ I �. , - RE SP JAL 'O 1� STORM PA INSTALLATION SHAL4 COMPLY WT14 SPECS +NDorATCD IN TINPI UFWWiNr PLUS ANY BUILDING AND 2ONNr REUULAnONS /4 3/4� SOLID -SET ANCHORS, AS OLSTRIETOED By PJ_L PLAW SC W, BOLT A, EC TY T, "REYLTHE (Wo E-300a R.") .RCI JURISDICTION WHERE: PEROT IS APPLIED TO - 014-IU FAINELMATE FEMNi M Z, FAXELMATE PLUS ANCHORS, AS MANUMnIRED BY ELCO CONSTTOX-4UN PRODUCTS (MIN C-3-150 P­il) 13 to) TRS PRODUCT EVALUATION DOCUMENT IP10) PREPARED ET, 1hrS ENGTNCER. CS GENERIC AND oOFS NOT PROYDE INFORMAWN - 1/4�0 Cf TAFT-CRIP ANeNORS. AS �FFUFACIUIFED ST TRQ-FAST CORPOIRAT" (f'­UW F.k,T $OR A SITE SPECIFIC PROJECT., - WHERE THE SITE CONUMONS DEVIATE FROM THE PED � A 1) MINVIUM MKOMEN; OF 7,NHION ANCHORS INTO POURM CONCRETE SHAF� BE i S/4': 2� POP, PANFLIAME FEMALE (11) CONTRACIO" TO BE RESPONSIBLE FOR THE SEIECTtON, PURCHASE &ND WSTALILA-CM MLILICINC OFE SAFETY Of PHIS PRODUCT 54SED ON, TWS PEC� PROVIDED 4F,/SRE DOLS WT DEVDATE FROM THE CCFaMNS VETQLE-0 ON IHS DOCUMENT ID AND PANEMA17 PLUS AND I 1/�_ FOR CF 7AP-GR1P ANCHORS 'ONS'p " LFCT*N SAFETY AT SITE, 15 THE CONTRACTOR'S RESPONS11NITTY k�) MK-14 & SOLO -SE,' ANCHORS SHALL UE EMBEDDED 7/8' ,WO THE POURED CONCRETE NO EMBEDMENT INTO It) �rE PRODUCT -VF,LLA1IO,N DcXUmCNT fflu BE CONSOERED NVAUD if MI STVCCC SHALL BE PERWYTED, 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHONLD STWCG EXIST NO I' ONTMUM FOR WFULS WITH NO STUCCO. AND "Y BE HEADEO SCWWS OR � THREADIN) SCREWS W/O I W, toll STIT SPECIFIC IRTWECTS SHALL BE PREPARED BY A FLORIDA REGIS�,FFZED ENGINEER OR ARCJi`TCCT WHICH WILL PECC.E THE 0111 WMR WIND IUIM ENGINEER 07 RECORD (E.D.R.) FOR THE PqMCT AMID WHO WILL BE RCSPONI-AfELE POR THE PF?0KR USE OF THE FED. ENGINEER Of RECORD, ACIINC AS A DELDWED ENGtNEEFF TC1 THE A 1) 1?4 CASE THAI PRECAST STORE. PRF(.AST GONCRETE PANEL-, RAVERS, STU-ZCO On WOOD --QARDS BE FOUND ON THT P E.O ENG'INtER, SILAUL SLtUM11 TO THIS LATTER THE SITE SPECIFIC DRAWINGS MR REVEW. EXISTING WALL OR PLCQR� ANC�OQS zi,ALL BE LONG PNOUGH TO REACH THE OAN SIRUCIVRE BEHIND SUCH _ At"CHOW PANELS ,E Sf� BE AS MENTIONED IN A 1) AND M A,2) to) THIS -1.0 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNAlvRE Of WE rRM-SKINAL EN41NEER OF RU_�ORD THAT PREPARED IT (13) IQ-LA15�i-�.f�-,--C�,-JY&.L-AST-4--�799 - * TAPCON ANCHORS AS VAN.F­AOtURED BY I I . SULDEX, INC 14 SHI MANUFACIDRER'S [,W1 SHALL HE LOCATED ON A PLADIL� 'ASIOLE LOCAMN AT STOW :/4.- 4 . , 7/8, CLA PA14EL SHUTTER IN ACCORDANCE 'MIN SECTION 1709 9,3 OF FJDR�OA VUILD,H� CODE ORE LABEL - / , LN_LN ANCHORS Al MANUFACTURED ETT DEWAL7 INC (MIN. I'- I Wo P­ ; SHWL PIE PI -ACED FOP. EVERY OPENINC LAWLING T� COMPLY WOH SE01ON 170�,92 OF -14E _ 3/4, SXALI_S_ � t/4"i, F, _7 ANCHORS, AS UNS7RETUTED BY ALL PONT SCREW, iSOLT A, SPEC,AL-ly GO rLIRIDA BDAWK CODE (MIN I,- 1PUD P -) I - #14 ,,, PARE10W Fr"-E Ic AND PANEL41ATZ PLUS ANCF4ORS. AS MANU17AMETED 01 ELCO tONWRUC�RO�N I$ DRAW= SHALL MY BE USED TO E-2071 1 10161T.LN I, r ,NiONUC is lwN Penvas IN THE IIIATE 0 2ff___J P"") Oil Ili, I, IMMAOT - - ,� 4' 0 Of rk-CRIP ANCHORS, AS MANUFACTURED RV TRU-FA%T COMPORAPON ­', ­ : 1141 'I . .�. , ,� . . , � � VVEW 01 rAPOON ANC�OFTS, EL,.Q PANEUMTES AND CF TAP -GRIP ANCHOR. . � 11 � FLORIDA BUILDING CODE (High V.I.city ho,,icome Zone) 5 I � FiRiWUM EMBED INTO INC 11 - - - - _____ ____ . , I I �, 13LOCK UNIN 5HALL BE � 1/4- iF .. . .. % P=0 N.-% . 20 GAGE - . � GALVANIZED STEEL STORM PANEL � 167 I S — %2) CALA-IN & SOUIG-SET ANCHOn '_I,LAU BE EMBEDDED 7/8' [NrQ THE OUNICRETE BLOCK UNr NO EMEDS � -1 --.-,- --- — "' 71r- - 11 14TO SPJC,QO SHA�$ SE PERMITTED '/4' 9-20 SCREWS USED SHALL 13E I 1,�'.'* I.Dhr, MIAMI* sHaUL3 'CC . . - _ I GLIAL PROTECTION PRODUCTS. LLC. I EXIST, ANO I" WHANO FOR WA"S WITHI NO ST�JC,�O = ­0 " ,.---- _'_1 I/ IILIECO,.. \ TAT I------ __ . I � -P -. S TAT OF . I / - .. �, � — " I � � :`A,iC, TL �11 oc�%- �'l _14101-- YTULP Tg7n . 1 ,E­REU.=,Wr­ 0 ON .., 114:.�-_ . - ...... �, ­­Z_. C*R_-._ - (,­­ - PHW fIoHIWQ­1�, - (­)­197 11-11, ... I � -, .. .1 , CA-0000IR - - ... IT,40A - i - i - ` I — I - _""1,,,',,��IyAII,.. /`MX NAL_ I ,,It, E .. ._ !i .. J, IF til, , I - I--- I_ - I - __ - ET. I I I — , __ - - INSIAMTION DETAILS FOR REGULAR PANELS01) & ,1A INTO 'XISTING POURED CONCRETE OR CON-CRETE BLQCK STRUCTURES C0.171cm ANCHORS; CoMep"Elt AN4:,P)RS (SET _� ON I SNEM a � 9) - - I 1�- ? -i .w�; I CONICAm ARCHDRS .. I = ScHmALE ON __% SHEEP!, 9 � 9) \ ---- E.0 -- I \_ I -1 I 'I I - I EXtSTIkIG POURED - ii _- CONCRETE REVILTRI - , I ` I- j �_ Dim 5I ON REM 0 THROUGH 8) �� 'I I �CFIM ANCHONS. :, 1_.� i -� ,'��, DISE soNnLmAx ON � 4�4�11. RAo D"D"N" "C"FRO " I CONCREM FISEWITTED. -, 1'1� SHEETS a � IT) � --" _ ­ I a -raq,N-.S�, , _ _ \ �-- e" ,�, -, MDA.- - - 9, � - j-c- __t -11, �, " - �_ ."k, � I � . - - 1- 1. - :. ., � , 1- I- , " � �, - , , �' .. " � , - �­_, - _T_ __\ 4 '11, � -I- A.- � f - W.- i , -:: 1-4, ; I - FE _­ ­X� ilczf,�� ,Y=.; -.,-- - , - , L .-J,/" ,Mo., , I , �l 1/4' I - F"*-� I I "., , - - 11111 - U---,�, E .."R.- �� : ! ­ ­ _1 -,' -, , � UUTPoc Pou'vo ED . ,I -1 , , I . r4kcam _'� , MUI ,�, �. 2 I i �_v ! I � e I : - US ja ! I I - , -- - --- �� .,� I I 1_" I i Z , I - -, C* ­1 I I : ED. ," I " '4� I. -- I L, 4 " " -1 I ", 46) -- -- - ", ", - � I i - CONCRETE REOVIRED, I I - ( ; i ` 9 r. . � � I _� . % . I .1 o� � r, llil , ,,, , �� t - � I 11 ', 'k -4 � 9i - 1 i 6 � I 1, - ­. I , , 11 , 4.v� 1, I ­,� %�,: ��_,, ,`�, I "'Zi I 7 6 T ! i F, T o OL tv - '. W, ZFN [ I __FVAAL, M007 a - S _1`gR . � 16111"Ne" L I To .ARI, -01 � I I I I _;N�� ! �STUFV 9 __­"_Il-� . PAW Sow 0 I ,2 1/i, ,kc 1 ,2 'Ir OX 14 1 1 i I I .& .04TAITU, I .. " 1 %=V I �-, , (D' I 1i I ­Y­ � .I 1­� 1 i =--I - .R�.,--- - , , r 1� iv — ; , 7 " M"" 10 � - � . 1i I I I t I, , -, - , I , - , �� ' - -T - � WAS 1 I ! � ; I I L - , � I - I , =�11 = --- � � ! -I ; ! ,I, i 1 ( . - I I 1 , , -;,� - _ ,- I ,," � I I I I - I i 01 I , I- 7: 7'77 e f 77 � I . I I i � 1, I 11 I I ; , I . - EXISTING POURED E-D �_ I i 1 i I � � I I - ; I - :tl : , i i I I I 1 za-�I,V- '� � i : , - , -_ I =�Wilk 4 I . I M - ING 14� " "' I I i I � � I i I * - I -I ; ; : - , i -, - I I , � , -, J, -, =M., - 7 � j,. '-'7-­ - : - I I - " I � - ' I - "12n � 1, - f I- i �_ � is- I [VERY STkOk, T-1.1, I " "�' " to r ill `7 � !� !9 t K 4 - - CONCRETE OR __ - I =IX - , 11)'Un 4 : - 1 1 .� T '' MISTING POURED 11 i/V or E.,nw- I I , co.cBm OR ��l �, CONCRETE BLOCK IFFUD . ­ J In. _, ­ REQUIRED _� � : *�111 . e R 11 il I ;,� —1 - CD*C -11 I --- CONCRETE BLOCK � . � I ___-L-53IA� REIT I - JI2 � , , )w 1=7� 'i . , � __ __ -I. , ­ 111. - , � -� I ­_ '�_� '- ­` "��, '�','] REOUSED .1 REOURED, " '12. ,_7, �­_, � __ . ,�2. I I __ , I i - . -- � " IL I S�Fki. '! J I - I 4 z� - . -_ I I 1 � "�, 11 - - ,_ V,,'�, I I - ! - � IT , � " - - " �� I EXISTING POORED , - CONCRETE I - - 310 -_ := T rn , - . I - r - , kho -1 '. � " � I ;-I, Oo_ ,-, .. I , I .. - _V'­ M , ,, �, , Aik" WIN, L W/ 11V I 11 CDKP47r ,�_, r AN`a� I', " "M W/ STLO ___ ­ _k) �­ RA (D C_ REQUIRED �-�o - - CONG AN . 0. ---- SCHEDULE 00 " � .. ywa I-) , . �._� t. ,kOLPI ) C'NVVEP, - 1 1,4w, �_. e.1�5_ CiPATIRIETE A"c"On �, � � , ." � - , . *1 I N`C.Oft "I'll, , - " C - IF � k (SCE W.UDLU ON <SEE ., SHEM a TH40" 0) 1� I (SEE SCHEDULE M "I -1 - #3 (ME SCITAUDi W .R sF`OS a THRODI 43 sNom 6 THRow" 0) S,W, a ToPme 9) WALL I OUNTIl CEII ING a-MOV11M A=04U BUILD OUT MOUNTING SCAUT 3/8.1* SCALE ,/a-" SCALE 5/9- I' 1E� I I- I - -- -_ , ,­ ­ _­ --- I i- SPOHL, i 1E .1 I . , - --- (�EESCDHJ ED E.0' - S, I ,01 I j _l`­ ..=.I- - 1 I SHEETS 13 & 9 : 1. ,iLNkI. I 9 I I I i ! � I 1. I : : I I 1. U IF I I ,/2, or TOP , , 1,2 �, i �� I g & BOTTOM MOU"NGS CAN BE , iMIDWINNI'M COMBINED IN ANY WAY TO SU4 ANY "'IiA 1 ki ,K0 Oil ,tllk A 11/� INSTAJ.LATION ...... ! - � - �, * �/;-,. �rw.�6 EAI (I, �, �� , '+,_..,.,�,NS�,,�,�, ,��N�_,:, ��",:, " ` � ' it ,_ ,,111� " ,�i -,:? 71� I � EXISTING �t)ufmp I � I �z � . - FLORIDA BUILDING CODE ( High veloolty HU cone - . Zone) CONCRETE -3/.,- , - REWIRED. ­ ­ -, "I ] I . � 9 *.-* . . = - WE= �. 20 GAGE GALVANIZED SUL STORM PANEL F : * : = IP 1� _ IT I_ ,, CEILING A - -0. .*z - * - — ___j/_W�. � �P -. " tATE �F_ : i---- � _� GL08AL PROTECTION PRODUCTS, U.C. %," -�.. oi� __ -V - - - ­� IILIM-Imc� \ , I D_.. / AFFOO S`i. 51 5TI'm 1 FkMWH FIT, 11. ffilq�Uhll - 'S ­ TILLL� TjV IND - IMM"NING t0kelAkI MA � =1. 4� , _ � PH". (".) IE �_�_ - � ook, .-M = =T­_,.­" - M_1AA`$� I- (0-Pin-ing, - � 20-176 SCALE 3/5-7, .-owm� - I -------I--' �.M ft� —_ I E, -;6;-;-- .., P,c '7— [: ��� � ��:;�:�t,,Wen =,� M, J;L.t7.__ I - I _2�e _____ _ __ ____ I /--i;: X / I L ECO ir,lili TILLIT TESTING & ENGINEERING COMPANY __ . - I ___ - - . ­_ - --.--- - ­_ - WALTERA. TILLIT, a, RE, YRODUCT EVALUATION REPORT REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SIJB-CATFGORY: Storm Panels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: global Protection P lm;t*JJX 4800 S.W. 51 Street DaVie, Florida 33314 - tilteco@aol.com R.Fr T,ii,T-No 4410 F,-I.A. u- -No. ADS?] 9 1. PURPOSE OF EVALUATION, This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. SIG20-3, Method ID of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verIfled for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to reviewand revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2-1. PRODUCT EVALUATION DOCUMENTIP.E, .- Di) - Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127/2020. This drawing is an integ*�V!�106Q,ls , Evaluation Report. ,,�,,Il� - Q/N, ,� V - ..... �, " w ,_1 I' " ,/1 ,;�',iY"\,,. . ,--- ., . \�ENS-, ".._;? ____�, _�� ,��-__" 14, .. , __S;�� 1�; * . � � , �n���'l 1 67 I. ,,"2.,A , : , ��'t*,��,, * � ,�UR0, 6-355 MW 36th Streeto Suit,-- �05, Nfiami, Florida 33166 - Phone: (305) 871 -fNtVA94�1�5% . ,M-1531 COMPONENT5 FOR REGULAR 8-C LIFE SAFETY STORM PANELS (SCALE I/2I=l-) - _ ___ -, , __ --- - - _­ 15,196' (TOTAL, *DTH) - ­ - - _11-1­ I ­ � - _ - . _-1-111- is 196' (TOTAL WIDTH[) 1-1 I - I -_ ! _____ I __ ­­ -1 12.5m. PFEcTIVE WIDTH) - - , � - ---- ­ I I I __ __ , ­ 6 1/4' -- ­­-_­­_-__., I � I I—— I---- _______6.Z5O__ - -- _. - - - I I , ! ­1 W __ -I,=*- - 0r__ 2 - 1 I�Eoo' 1 ,_1`14011 � � �, � , I I I I I I I ,.,, X ,� f � --I1_Niko,,-- /, 9.036* MIN. TH'" - 1,350' -, A � � I I , J � 1, I �� I I I � . - G ED STEMEL � 11, - - - -,-r Y­ �� ­ ;.�DS� - I ILVANIZ -� � f—\, __ , ­N ,_ ", , *, f 1, I A) � I GRADE W MINIM ��,__ t, D� " - AW, - , A" F43 t �",. HWMEM-., '�' /.. , I - /1" ,�, , - ."u.: = \ 1"m1V­,_ - / &-60 MV EDGE I I C I ." - I "I . I V - CAA) �,. 2,057* -IF - ­' "'- / _E 79. t\ �� -; 2.000' ,2�'k,11' N " Typ� I : 210)0, ASIA, A-1w , 2'5� -<--' HEMMED T`FP OF , .1 \ CRADLE SO MINIMUM DETAO AT I �� DETAIL ;J 1, ,EDGE \ " - --- I'll / EDGE I _*/ % , , Z D-50 CAW I I -1 A *�,v _[�U- A \t4 i 1 .8.87 _ _,��ML " , \ '00, I 1 ---------- --- I ------- - — - - - - - I � --- I - I . y - - — -_ ­ I , �_� I � "A,.:] .3k, - -, ,.-- - - - - - - -4.25O­---------- - -- -1-150" T STORM PANEL 4 END STORM PANEL - ­2�18_7' -- --31 � 1_� , - I -- —1 � � I i - 50. ps-­­ '--- - PAI -, L L �� ��­ .2 , I F 2..!87", 0- .125* - - 164'-20. 4-�20. - IP I .too - ­ .7�0' ,/ '12�� - ,250, , ".- _ �44 W/ IfFATMED Evor. " . _� I I - TOO. 1 -125' " METED S.S SERIES - .750- . & 0. �.� SS STUD RKTW � .- I F -- � 4 K Z�.G To L, . ,�� - , I A"Lr , -I ,,, I � A- ,- - MIA -, " - 12 < "I F*L03r ,,, - - I " �/,! C 1/7. .�� /�' ��-,<` - - - ,'�- ­76-0117— I - I 1� "/ -;�,`-;�-,-�k , - � * - , *0.00* 3.Y15. - I - 1 5. 20M 1,500' - � . I . I , I,., � ��10 . " D9:T, - Car . I - .gig - , - 1-1 2 " I I , , - ___ , � .093" , WL , i 's --- -02so, ­Z-1� ­ // - � �� 1 2, 5. - ss� I I , It �, I _1A I � I 1_ 1 I - "EMMER I'll - � I ; ,— ill ,25* A/ - �Y!i , I, //. -�, 11 O� - I — " I I I �'Ao _- kps, , , ) FULL A. _J.,N�i -1 . � 1. FNI - , - ­ - __ - -.1,500. - L-- I SW_1 t_111 �L �_ 0, 11QML1=_A1EW DETAIL 1--­240OT:k�- i---;t.00O" � - FOLM/ ROUNDED CORNER 11, ENDS Or PANECS A END LIP W1 HEMMED EDGE. (�) *h" HLA12E (� V,_� (�) ANGLE (R ANGLE WITH 5IUD @ ANQU--M (N.T S) ROT22IL-11M - I - 1.14ES SEE W, _1,-_� , - - j Ilk. IF 2/1. .-344' gP TOP EDGE .374" 096, ,A14- � -, 750' - I , " - 188 � ­ - ' - ' - 25' I/ 2D 30' I I - -3.* PANEL - I 125' -1/e.-20, 30� SFRE� I- - I- - � 3�5' /I- �711 - f - ' :470'.A�ilb' - 4 S S STUD FITIETO TO '. 407"I'. � `_ I A.WU 0 ,2 ,/2' oc D " � : , - r - � G­ � i . 1=­ - I I 1 6" '. � 1. 1 1 .,,- ;,- � I - �390' 2. WO . - " ___ - - � - I I � "M t. I tl�l I I I \ 8o'..'/ 1 ­'4 �S 3 L- 1, .3. '91. HME MR , 750 __ - � ! I 11 t I , �i# LOCATION AT _I , R '25. 1 DEFO. i VIED!, PANEL OVERLAP .957� _J � f - &A" ,W' OW I _�,_ ii5--e _-) -- 2O00- - - -,"TYP.) 7-ODO' (�) KEY HOLE WASHER ---� - -.063, (�) *E* TRACK A149LE (R 3a' 'E" 1BACK Q) FLAT PLATED ,,—'----,- 0.0.36- (MIT,) � ­094* ,_ WITH STU, GALVANIZED STEEL - I" 344'0 00MI,0111HRit, I - - - "A ( z, - � I " � - vk!,jp� k, TIL o;�#% I 0 Ull `OHG r \ . , -, .. ­ ___� I I / ., � � 1_\3!Z,tNSA ,/ ue, I - I [ L11L ­71 81 .1 'w c'.."r _3_0 , i � 38 0 676T. \ 40M` " - *. X f���n 1 � � 11 � 'IL - � , L _� , - ' �� --- --- , No. 44167 . 1 ; I �r 3's 3 z .' �, ; , r- , ,1_,_J21:I1__1_1 =Z . * E , I �� * . - 4- �, : , FLORIDA BUILDING CODE (High Velocity 14I cone Zone)l f - I - - _11-11 - _J ` * k, , , _ - ___ - __ - . �_L AM" NII S �. t*ft OF ..40-t. 4, �X. N,=� W_ ___T 250 12!T, - �i­875- NAIED WfNr NUT %,:�$% 10, . ,N-1 � I I. 06, - mrx. �,4 . 20 GAGE GALVANIZED STEEL STORM PANEL Fy I OPAW 01 IS ­ . I qi;-., 0:Ft I', ._f ,,-, - � � � - - .�, f ip �� - _­ (* KEX HOLE I 'A 1­2.00I __ '. - -�— -%',--- ­_ - � _��_____ GLOBAL PROTECTION PRODUCTS. U.C. o`/W,,"V` EW$ A AT PANE �',', /0 I 7i T c 7��7� , ______ - -- ,w __ - / AIM SIP. 51 SIRM ,M, !� " ��_ _ IN. 4 '41.4 ��I.�� _� I V - � 66W�A �kAAL 1 �31. "�� ­N* .TrPmmw� Usk: "-a NOT W/W _�_�'-, I- — . -- ii� `iA - __ I .1. PHIII (14A)IIIII FAX- (V�)M� 20-176 ALUMINUM ANG MONOLITHIC WASHER W/ AMTKAVUL � - (1-io --- - . DID ko-i", � - __ 1 — 1 - ?/8`kkE3/W' WASHER (STAINLESS I c&�UF �1 i - i AFMkFNe - STM O. MCKE1 P"DM SMIEL)� PE SENLI�OW/DAM WACTI A. 11M� .� PIL � 1 - I - SNEF" 2 0I A N, f iL%7 I I - IF1191 - I O'la-L - — ___ - IN5TALLATION QUAIL$ FOR REGULAR PANELS(T) & 4A M SJ92LUM INMU901N IN MW MOM INTO EXISTING POURED CONCRETE OR COt!CREIE IRLOCK SIRYLIUR�M QQ4M 8= OR = =1TEIi,=11 IEMAWE III I " `V., - VAUD FOR REQM UEE 5NM " E-2 HAM ffM M-2fM C, TAP-W — — , , - . - , VS A_ I .1pe y-, , � ;EE SCHEDULE ON Saw a 6, 9) (SEE SCHEDULE OR � , MIKETS 8 THINFUGH V ,-I'-- " - Y I I 1 Mio� - -, _f4I * .� I -1. � , , - .- I "_ __ I _1 - -, I il2- I Qlw �, . ., � ' -= I I ... - kE _� - - a ; , -74� ' I,- I , � I � I ==1__= I � -1 - -) - -�; W-1 I I ".. _10I - ) , , P "' , -7-1 I J ' ,=Ili I =70"Re, � ,� I .% - E.D "I ,-A) - 1 = - � - I I ; Porm I t f I . ,, �, - 1. - __ -T-0 ROMMI , � ! I 2 � ! � 4) I I I : d_' 7- 1;� �A - �� � ED. i ` I. I I . J, I '. ��_ I �­ ­­­­­­ . . - ,� -11 L--M-(x I ,- �4�1 ��i,;L � - ! - Ak I � : 11 , . I 11 :�k ... � I I - , '"""' , .al ­ '. 21 1 �� -_*_ 4�­,,:, ": � I I � _,^ r_ ­_ ;0�� i -.-.v,,-.,,� i fi, __ - � v, - �� - - I , , - I - - - : ci 1 t i" I-W, [ .) CONCRETE K= : ., , ala� � L� ,� - i i 6 REOUIRED, I I �_, 6 � I - I I I I - � - i (D. I L ;I I i i CAS� ,/,�. INA,, ..,.�. - - ­, ", - , I - - , � I _ , , , - __ � I 11 -11 ", I I �A � �PLAN) --- 'I, 11 , SCALE VIS-1 I/- �' A I Wli�nl_ 11 �, � ; � , Q"F / io�t. ,.LAN) I cVUDA`.A1 =-I i � _� llr� 6-1, I , � -, "" - `N1__1 , I I � rim � �, S"I'm I -1 I F FAo, I ! ;W­ii4-' 2,/r - log, 1" 0 , I , � 1. "CFALL 1 4=11. , , - _V4,P R .. T ,,� III 1; I I I=,& - - r�-� t V, " i - f 9 ,AN-. I �� t kll� I ]-J- 2 �,e t V` � �__ak,�# To `V`AOoN , "g& � - ,� I % i - (71) d (D - C94, 1, L_ , 7,-4 I D­_ wy ; _(1) t-r-,�-.7s' It " - MPAMPVW � I - I .� i I I i �­ - -I--- r =, 'Ji'. , , , , � I I I : ­� ' — � .... � __ , � ., I . 11 - --/,7,--. - IF =Vi� I .3 ,�_ = I - , , - = 7l77�-!­-.-_ ! i I -.I--- � " - I r-"r�-- t . _. � -, �,.. nn " 1- 1­0/�� :1 , T f I - � I �, .1 -1.7 T, 7 �, 111�9_ - ", I ­­ I �, I I 4 ­� - , / - -M � 11 - = nrl_ - , IT — .X _� 1� DUSIDN'; POURED __ i I - ., , I 4___ CONCRETE OR 1, I , � CASE C (ELAN) 11 1� FE, � CONCRETE 11,011 1 1 CA�"N) REQURFEB� " I C_ , , SCALE 3/16-l' =11SWr" i , � f � _-�� - - -,- ___ - - - __ I lc­Mn 1,-1 CONCRETE BLOCK 1 1 . 0 ��,,�, REOURED , 1,2, . �� ,1=111% - I I I 1 0 _-2b.. It I 5Lioew =, —mme, , . CA.- OR PAWELMAn_ - ,'� - - , , � 1 !3/4-- 'ARIF W * 4, 0. Pi- -W--= .1 =1_0: I Pi � , , , , I - - _..,* Ft , �__ __ " L �, , �, I , ""�,� � I'�, ' � ,� W= I , : .7,0 &MOWTE :", , " �� , � 1 A, FI S =K" mck'sw LV% -1 _ L�:� P U I , ___ ", , _ " lot ­ - - - - - .__ I I ­__ (W SCMCDV,Z 0* (SEE SoNews ON sHws a m"'Go" I 1� ,� - - 9) I ,,'-,I � ., "4v*il SUBM a AT 9) WA��� I � Boa Qq1 40USTJ I I ',W _`��_Z_ 11 , , ___-A_. AAWK, 0~ W`Xc`_ L � " ZIA)H* SM5 3/8-1, == on, .1. �U � / 0 1�.Yz Wo Ike. 11 ...... -1/ ,_ -!I.,==. F EXTSTFNG I D. - - 'A"I"No"N"WNWoI, - WPUNG * NEW I' WIDE A VARIES . t/r ,- 0-6 � I � ­ �_ I � THICK ALUM TUBE OR I' , SEE SCHEDULE ON ,1111 I , 11 � r��ftml � , , - � - DOMED STU Col P 7 WOOD PLATE SPACER I 5HFFrS,8.& S) � � -- � 6-,' 11 WOOD DAND C " I I ,, � ,,-, 1, I A NEW " WIDE , VARIES . 1/8' �,_` i - 1, I I ;ii � . : � / I I ALUM, TUBE OR I' , VARICS ­', I ; I - - I � P 7 WOOD PLATE SPACER �, " ! TOP & BOTTOM WOUNTINGS CAN BE � I I BEHIND TRACK � I I , . , 'I- I COM13INED IN ANY WAY TO SUIT ANY CAKMf��N) -, ,t. � x �MI -,,,, I I INSTALLATION. �i 1 ! (SU SCHEDULE M � =�7' cc, - - . I . r - SHEETS 9 THROUGH 9) I ­ : _:`GkCK "'l-R- A � T ....... I �, t._�-.!4/,!", d) ,"A - 4 D ; r _L - �to-, ,:W - L "FSPNG POURED " "IT, FLORIDA BUILDING CODE W...", EPJ,P_,U1__1' Velocity Hurflcone AP - _�� , �- . " (High Zone) -Qi4VPVMAk0�— - CONCRETE OFF- - -, , - �, - - _40 "L -] (sa, ,cNexivE , ,,�,� O� CONCRETE BLOCK - . . , to Wert, IF . 9) ] Z A=K, 'It=, W_ � � M kkr�,D, - �� 20 CAGE GALVANIZED STEEL STORM ETWEL " 3* Mo. REQUAM .1 W.cio'k mccoir r ., NO 44167 .. � I DWAIN ey X6 SEON X_X = : _�� � - C - , . * C� 1��� ,_1 SCALE 3/8- I - , - - - , Z - �* - GLOBAL PROTECTION PROI )UM, LLC.1 `"/=`KI '. (�F"___. , ­> / IILJECO,.7'� �,;;rrl_ � -_- QUAIL FOR SUCERS REQUIRED-Al-10-.0 , IF, �, - \ 4g"XF &.. S, M,eICT — 1, I IMMC P. 1,31. W11'"Dilik"If �A`V` F __ . � .� , �� 2o-,76 1QMM IRA= AD 1. o I - -- - ,o. W.1seI TAx,- (9,H,)iFDI_� ---��I�izz PUT 000 - =-V, CA-MIT119 — — I - I - . ( — I No, ORAWM `H il`�W_ '%;,�TA , IN L OTIPTITTI - - ,MEM A, aw, ., �,� � - � Iew , , --.-. tPANim , I - , iRI_ _J . I., I O'C'. LN " - I I - --_--�� ,_ r— L __ -A-';-�—I­_­_ �­H_ - I I PROIll EYALUATION MI.QZ 2 ZZ TEST REPOR - Large missile impart load tests were performed under SSTD 12-H standard as per section 1609.1.2 of the Florida Building Code, Uniform static loads asper Section 1709.8.3, per ASTM F-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814-01 -01 dated 03/11102 witnessed by William R. Mehner, P.E., Sort- Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated Novembei-23, 2010, signed and seated by JWIO E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E, as per ASTM E-B and Tensile Test as per QC Metaflurgical Report No. 1OKM-1 3iS, dated December 1, 201 0 signed and sealed by Jerry Jaciol'ano, P,E, as per ASTM E-8. 2.IITRUCTURALENOWEERI-NA-CA-L-QWJkTi-ON—S' 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. Calculations prepared by Tilteco, Inc., dated 12/1 B/10 and 08/27113 (for this revision), signed and sealed by Walter X Tillit, Jr., P.E. 3. M1116�51LE IMPACT RESIaTA JE: Large missile Impact undersection 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WND LOAD-6-RESIS NCE: 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, I 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175� Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 1 1, ll� thru 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. hU)JDUCT'RVAI,UATL0ARU -0727.02 DET NO, 20 2 5JX&TA_LLATION- Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14. 15, 16 and 18 of I 8, of Product Evaluation Document (P.E-D.), drawing No. 20-175. t. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes ,W Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P. E,D.), drawing No. 20-176- 7-ItMITATIQN 7.1. 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 by Tiltecok, Inc. and signed and sealed by Walter A. TIM, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620,2 blithe 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. Tillit, Jr., P.E. (Florida License No. 44167), President of Tifteco. Inc. (Florida CA-000671 9). V,AJIE10"' W11101to o,!�Uk k tkj"`;t4�,N'� , - , \ .. w� �; , ... ". /, % y 'I- " ,- ,,, � __ 11-W.-, \CENO ,,;p I- � � , , - , V ir - �,, , __ .� I I - S �Z__-1`5W, - - - I. Z - - " , 2 � � � *7 . = �� i�±Z- - * .: * =� A'ATU_L I I - . -1 " it Q - D:�TILTECOADPAONRECORDe�P.E.REPQRl.2OkGL--JBALPR011a N � LV.- , Z Z _,t,-,PAGE GALVANIZED STEEL STORM PANEL ,DRWG 9 20-1,5 � REPORT #20-077'*L �! INE1114 ,\\� :,�� � 5<-,'�. QRill) ' I r� - .. , "T, S ............ �0 s"N - ��/ONALC ',,," "'1,440141101111%00 I I I I/C 2/4, 3/4� 4/4, 5/5, 7/5. 1 +lW/10, 2W/10i 3WI10. 4W/10, 6/5 5W/10, SW/11 & 7VI/11 � Y MI � _, �. _ ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHOETS 0 & 9 ­ - _______3� MI I* GPN� , FOR WOOD SEE SECTIONS ON SHEETS 10 & I I I' ickc ____� . 0 V, " I 0 6 1 /­', 4 ---,--,-- --- __ — o.w'Ci-�0-J --I ------ �� .... ..... , �, _.__'­­­-. �­­- - ---------- - ­­ - _11 11 D kD @, I I --- 1__"_,_1_,_1_ , I T , F-T -I--, --- 1__T F, =7T1 , � '' " 11 I I 11 � _1­11 I � �`�, I 7-7t-_­_t� I �_��­C_ - � I - - -T- -7 I _T_ -7-11-t � ". (�), @ � (D I � I i.- 'I I I G 1 1 � __ I I � i 1 1 I T ; I I _r ------ T ` "­ 1 1 � I 1 ' " f ; I . 1 I 11 �' I I I I [ 3 i I I i 1� i I , 1 , I I I ; I � , I � I I 1 � i I , I , I I 1 1 1 ; � ! 1 I i T i�,, ill I I I I I ; � '' Ai ;11 � � !, �'; I_ i� ,I 1 i . I I � , il;i � !!'I '111 III I I . I I i� z 1 i i , I - I , � - , I � L __ - ,- I � __ � - L ­­ - � ED I I. I ; I; I __ � _J - I 1, : , - - _� - _� , - - !_ - __ __ ,. I � � - __ , - 9 1 f . � __ - _! -----, ­_. 7- I - T 1� . -, I , -- , - 1 1 t- -1 I- I 7 T,' 1 -1 - - __ k I I � I i i I � � 1 1 , Ltl . � i � i I i ; � I I . E I ; . i ' 1 I I : � i l_ I � I - � - 1 , � ! I -1, 1 I I ; I � I -i - 1 -7 2 � . 6 I i - I I I � . . � I � I ! ! 1 , i � f 1 1 t_ t I . I � � ! ,IV � : - " e- - ; I i 1 � : I lov, � . I I i 1 , -; I � � : I � I I ,- . , � ! I i I ! e I � - I I 1�� I , 1 � I i ! � I � 7 . . � i . I y � � � 1 I I - I i i 1 i I � � � � I I � I i� I , - , . I I 1 BOLTED PA� / 1/4141-20W_ - - I � . � I 1 � � - I - _' - I �� 1W ; - _W I i ! UNEIOLICO PANELS I I :� ; ; i I i I �' I � T � � ! t � � 1 1 I � S.S. M,S. SULT W/ 7/8* . 3/32' - 1 ! i(SEE SECTIONS AS I I 1, i I � I I ; . I ; I 1 1 'WINGNUTS 0 EA. QVFR1-AP 1 � APPLICABLE) : 1 i q i I � � I I , (SEE SECTIONS AS APPLICAUI.E) � 1 : . I 1 , I I I I 1 1 � � I i � ; I i ! � I : 6 ! 1 f 1 ! , I i � � I � 1 I 1 1 : . 1 � I � _� - ; - - 1 - - I- I - - F - I , - L - � - - I _ � I - � I li - I � ., , ­ � - - � - _L I . L-1 � , 11 t I - -, I I - -1 _1� � I -­­ - �T,_­ - I . I, - I- -i ­ - T_ � I I I ! I I i I I Z 1. d I I 11 1 : I I 1 ! � I I I 0 ; � I 1 , , l ; i 1 : I I � I I 1 T i � i1 1 i I � � I I I I I I I 1 � , I i i I I � i � i I � , I I i I i i i 4 1 L 1 1 � I , � ; I I i I I i I � � � I � i I � � I I i � i I I I I �, � � 1 1 1 . I I i , 1 7 i i 1 f ! I � � I I I , I I — i �W) k-I 14i! r �w I 1 I � 1 D.M­(9,(4,@+_4 - --I --I --I i I I 1-1 T I - , - i , ,,� --- I _ I __ I � � __ i � I I 1 I FIF� I _1 14i 0 1 --- � I " . -I . i; *V �, I , f 4 � ,�. I - .� . (D-06 �q)-O. &I 1. MAX rw 1 - -, 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, . � I, ON - MIN - � �_6' 1W/10, 2W/10, 3W/10, 4W/10, /5 5W/10, SWIll & 7W/11 � I ANCHORS FDA CONCRETE SEE 'SCHEDL)LE ON SHEETS 8 & 9 - - ___ ___ , � FOR WOOD irE SECTIONS ON SHrEm 10 A 11 �_ - U-��T & I & ELEVATION N T.S, 2.67' s/4' M­ GAI M% CNERL�p .1 WtLAE VALEr, IF ' - �- ' I ' --' -'-" �',, '_ ;�- Il!"', , __71VF71FZ_ Gw - , S — - ____ 717 , � 4 , .. . , ,,.4— ___ - ! N�z 7 0�ovikl , ,7� ,�Tt_ Z _7 , ::7 mi,", - _ � A. I ­ o, ,-l' � ! * . - � Ae, � ... .. I/_ � - 'r '-- FLORIDA BUILDING CODE (1419h Velocity HOE icane Zone), if� 1 ,. ,_ � *1 1�1 .2m ��TfO(L - FP / 11 20 WE GALVANIUD STEEL STORM PANEL DWI,,, BY = I . , 5LOONA- ** * __" -*i '_ - NT,S. GLOBAL PROTECTION PRODUCTS, LLC. `"/Mv:`oT0 �� -,,� Alt:� �-,,#-�--"-�, DATE D� '3�-. * 11W � AMK, !LN, 51 SIRIXT - ­0-- OR! 1711" To"PRAFT e, .1"ONEORD's .owi­ iNoor, � mo� � . _.. - - I __AO"e., MWA PSkNL (115II)IF&I � M�ilkkI 20-176 ",,"�.'4 ........ �%� ­- / -, - ­11 - - "I =1 --I — I- DFAWN,; - 111VI", , 9 , %WA/S`�NATUMI , WALIEF! ,, P,,f` .1. P_ "'T"N I lklil* am ,I -.15, � 1 - 3 . " - I INS ION DETAILS FQR REGULAR PANELS('141 & dA . INTO EXISTING EQUIRED CONCRETE QR CONCRETE BLOCK STRUCTURES ANC14ORS� FOR CONCRETE SEE SCHEDULE ON SHEET 9- __ ------.-- - - � - - - ED - __K RM CONCRETE � - 1110 I - RIA CCWCRM _ U FOR WOOD SEE SEMNS ON SHEET Q _: BLOCK � OR CONCRET BLOCK . . 3, M­ 2,87' 3' M­� REQCDNCRr.T UIRED - I REOU'RED `;EOU`I - M - 1'_�14, (Aft OJEFkAR_- IMIOUE VALUO) I' it, - 't A. a WZ 002 , co"Cfm7E ANCHORS CONCRETE "HM MIS (Sa SCHEGuI DP - - -tsm ON= sck,FVULE � � � - 40 WTI SHEET 9) I . FO � SHUT 9) SHEET 9) 11 p . 11 ­ : ,� I , .�, 0 '.. 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I I ! � � � � t . - — I - , I I = L==A I 4E� I I i I I ! I I - I 1 5OX 1 1 - - . L-b's, i A aft IVU 1* Z­_ I 50% .--� (,i I �_= � ,?,�-� : � OF 'C =k-1 I q 50% 1: un, - 0.11I W @ p�no'OtAl 11 wo,� ' I I . I MAX I � or ILI �- I OF ILI . OP, ; ' - � , LAO , ,,, 777�� � ; -3 7!IF7� FOR CONCRETE SEE SCHEDULE ON SHEET 9 IF - IT � 77, -3 I - - ANCHM - _ - --- 1_1 : � I � . � �_ MAX ___ __ - FOR WOOD SEE SECTIONS ON SHEET 12 E� ; , I , 7/0104i 1 E� - � , � / , i I _t, I 11, IRA W " ",�_ . I � � UAULAR SIORM P NEL/I ?4 & a ELEVATION OF EVERY "' IT � - I � , , � " " I � STUD IF U? I I , � _,, , ",.� I � - ,/,. , ��,. I. i I . I i : I : SCALE - MAX , �:� * I I 1 6� 4 - � �� � ,__� , lj� ­W 1 � � � I_E­7� � ; , I 7 O7 A!", ` 1 1 I, 11 � F, , , i 500': 7A7, , ___ I I � I : , ,��, . ! I I , � I : I IiA�FF-20X1/4' S,S� SOLT I � I '� 11/4' , . �.­ - UAK DIFFILAP -1 AHINE ARLEY) I t MG. I I _* � , I W/ 7/3^.3�/.�2, WIND Nvr � � ___Z__11 ,-- - ­ A - - ­­ - - - Z '�, I -1 - - 1­111 f A I 0 12 1/2- O.C, i DONOFFETE ANCIOM * K � I � _� I I (SEE SCHEDULE ON 1. I qOMMIE ANI wAMOUNG) CONORETE ANCHDRS sNW III) ,/.* VAX. CAP (W WHICOKAE ON : k1i W, Sm (SEE wKwUr ON SRZr 9) I SHEET 9) 10FAM -A 6,7 OR No"ITM �Ef.11911 A- lbaQ OR --- 9REIF CONCRETIC OR CVNRMEDM X CREFE BLOCK RIO)TARID SCALE 3/W-l' 1 --- P COW RE"00 REWRED , - MOLIkWH9 MNTING r1ii MQUIllalING INSTALLABON SECTION SE9TION 1 0 SCALE 3/8-1* SSCILE 318-1- IXAF,E` I . ;,,,,,,, �; �, I* . . �. I � ... EW11- . .. . I FLORIDA BUILDING CODE (High VeliTcIfIr FIG cone Zone) ---,-,- Z . ... Z .XX T,Lik� INC 1P 20 GAGE GALVANIZED SM STORM PANEL I N2X_E"9aMQR TM Z F , 'PARN ITI. sf_a�,I;_ - . --- ­ ; EDGE DISTANCE ; ( =*. * , 4!. - InIN a E.D� - = , 4_=75_S____ / GLOBAL PROTECTION PRODUCTS, I.I.C. ED � SEE SCHEDULE ON TOP AT BOTTOM MOUFmW,S CAN BE , (­ ­� i SHEET 9) COMBINED IN ANY WAY TO SUIT ANY 1� -10 'I" 9 F 01--; � - - / 11"LIEC 0 INC. \ - . Mt- - - 4-14-140 0103 &W. 5 DPW : INSTALLATION. 11, ,�;�.. A lrjIlk. 'TF`A0P oo�_ - 3AIN. ,.,. - nLUT Ttrn" * EN I"tV"=U , Z 20-176 �11_1_ , � AWFFAP MA... - ,.*.,.,:, ��fll / � -9. .Rey OHORE�, .�)OM-1�� PAK (�)M�?" - - ­�� 111"Fir; ,. . ,.O;,.,; -.11-1.1 -.1 — - — - T __2!!�� ITT JRkmk1�0"`l,""l"' OAUM . TILLIT R., ILE � UXW,A U5. 1 . 101, --�- �`-` I - I 1 I : - IT . 26 _ -1 I I � 1 1 1 ,;� CM 0100, -6--o (D (D C_ U) -0 — M > 0 (D = — -"-' - --:3 (D L_ (:L) q) L_ 0- 0_ = 0 _0 0 L_ = .&'.41 M 0 -0 IW M 0- (n . a) :t-_ (1) -0 Q -0 III= -0 = 0 2 5_ —0 = -2 ,a) 3: M = 0 .O— -*­ M U_ "_ 0 — Co > (n . U) Q) Cn L_ -1--i Co " ca. c - IIIIII M -0 ,.0 .= — W C0 c- < t 4 Z W =I. .K �0 ,.:alk 0; �AA S 0 e- 7" C. 11 jz).- C- C 1 0_6w 0 14 0 to CO ,,.�. 11", � �0 %A- , sr- (,-; - -" Jr- .0 10 C­ , to .Vj �0 aA !�� ,A 40 C ,�t -o'p, a) 07 -* �;- ��, es 0 0 �� � .� C: �,' ;0 7& , 0 -* - , F *� .0. 0 IP 0 "P L 0;.1 _%� k� .��.r , 7' ila ?I-. �� � . 1:;F Oft . ,:� la ,0 T, 01 's , Cn " W (D C M 0 " " =3 LU :-: < Z Z < _J a_ -6-0 (1) a) C_ U) CIO > 0 L_ CL CL < -6-0 C) =3 _0 0 L_ 0— (2) U) ICU M - - - --- __ --- - - - — - - I 11 I - II F I i - - ---I— I I . ill I , . 'ill I 11 L , IL-'i li IA 1111111 I.1I.-JL11Ld1kkJ1AAi1bI! 'a' ­� 'd-ILIJAIIIII-, 11 .I., I __ - T_T____F __ I I I -I jL f -T I SHEET NO, SH 1.0 sm ",, w� , OR C4RWRETE (SEE aa,) ., Im i I A !- 1-- i { i r- I 1 # 1 11 .*0 WALL AND FLOOR MOUNTING INSTALLATION 100R -_ a.,_- SPLIT PANELS / '. , z p1• � Twa WW w:sTNa t N r \, 1 # li wM.-r,Hct<. 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V5- t, --i PRESSURE RATMIG UP 6 +AAFORA-% n P SECTION T Ai�v5m111 ORIENTED SCALE 3/s-r NOTE. MULLION CAN Atw RE IN> ALLED w/0. STORM PANELS ON TOP OR F!J'TTOM SO THAT O t5 EDFATW AT TOP OR OOTTCM OF OPENING. (ONE PANEL OPENING W/ TUBE TOP & BOTTOu) 7 !-3•-.W..___�=_TETT ANSr4'sOXArE Cw 5+:t,mw QN____. I.t e . 6j I I ' L11 i,I l'.a i1 Ii ! - 11_ ,-I--,--._ Y - T- T 'v_.S_ 1 i T-T .- ! I t I I I 1 1 1 I I A21 �IEI II;I!II IIIII I : 1I! ! I I I 1 11 I f+t( , I i ;; I 1 ; ! I I 1I 11 II * .. #' 6elAEiT�e° „rnEelt sr+ 1 r ySN� N/p' k i 1 ,`' PFAN. 3 b£ ♦a69�e+3 ,i li-6 , MTW'.' 1._l. I.. i i.� i _..� ! .. I.. f 1 + I _ 1i `. _. SI I ' I III I I 3 i I I I 1! I ! 1 t 1 f 1 1, I l i i 1 1 (' i I! I _""-u. E, 1 I i I E 11 I I 1 -ram (I IN i' fl1 IIII •_. III 1 t T 1 ____1 11(- 1 1 i; I� 1 i.A 2 �_ ! tit }Ii A 2 1 --I i I 'i l 1# i I I 6 ,/r - 4, 'I iF' 2 i ae,,. +eNu an VAN • I- H�aFav �HEnwc' € { 1 i �T;�2iL 1 SPLIT TORM PANCI S EVATk3N -- SLAI.E 1/4`=.1` 'i t i. 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OAR-..._. ...._. 3/J]' wFia NUr .�. ____.- 4 I f#! i . EYERi O+CRUP b EYEWT Oh'RLV'i7j�j$p'�J : I tl MRY OIfP1M I : 1 I ? i _.. .._. .I _ -.. .. i I f �_, _ , . , i -�c- T jI 50% f 5a Sax I OF 'L' a t q i OT " OF °L' Max L" B MAk I I MA% '4� I -I i i, y{9'x-2CA1` L I 7f4'a.3/3G" - `9 J Yf6'p.y 32' _-._.....t ' s.s 4+s. w -'` 1 ._ 11WG NUT WA5WLR : _ ___,..-�,i-. 7J6's « 1/n -� [. rWlTO ... ,. .. -- I ,. .' YWiG i _.. � DA I . C i2 1/2^ R4 SRAS 4 .. ., F ED. - ,, ED T `- si; : F.O. t }2 ¢• 11 .n::- ' 4 Ile '+t- rG. 1 t I s_ , �_ T i i i :ff'f LAG SS Ems ' 1. _.9 a fl.L_ W! 11 !2- 2'x4• M'OOb PLATE . 2^.i wooD PATE ) I 21.e wo PLATE � MIN- THREADED PANELSwTE ftV5 _.-.. -. - _ RELXi{RED __91 -ID REQUIRED ,T. REQUIRED PENETRATION AT ' M16WiCNM OF RATE THREADED PENETRATION %8' I TAG SCREWS D I I'. itN) WIDTH PLATE )1/4'* �111, 6` O.C. STAGGERED W/ ,{ t, _ .� _ - SEUO w 1 1/2' WN, 17 ,. __ AT NIOWIQTFI Of PiA7E >i..._.,_ , DIRECT MOUNTING INSTALLAMONAT 4101ED PENETRATION TE AI.TERNATIYE 8W SCALE 3ja-1" SCALE a/a-I` SCALE 3/F -i• NQTES; 1, iNSTAL.LAnONS FOR ALTERNATES Sly, 9W & 1DW ONLY VALID FOR HIN T1 I aE BUILDINGS W" A,S.D, DESIGN TO + 3.9, -48,Q P.6:T, AND ,� �� N. �jdlj�y�r. PANELS LENGTH UP t0 1$' �40ADS 2, FOR NEW WOOD FRAME CONS`TRV`TION: WOOD MEMBERS TO BE SOUTHERN T�:' •':�' ''i. � BENS, OAT F FLORIDA BURLOING CODE (High V.lacity Hurt1COna Zone) PINE NO. 2. W! SPECIFIC DEMS#t^Y OF 0.55 OR EQUAL- ...FOR c-DMBIN4TKN1 aF sFCDONe; t`t6. 41 zaaxD niac°. �Nc 20 GAGE GALVANIZED STEEL STORM PANEL o�,;Pi !L1- D .. :*- * '* : - -- TOP & BOTTOM MOUNTINGS CAN BE _ .,/M/ma° .c'. ST TE 1 GLOBAL PROTECTION PRODUCTS LAC. z /f 1L GC 0 NNc. 000 SIX. si mm- i aATc COMBINED IN ANY WAY TO SLIT ANY Cr INSTALLATION. ':'S'U FL R(0E.• "'; �. ` Z'®s T#t11T TESTWNa t ENO9NlR)N0 pONPAM( GAYS, FL 35T1, '+nS'-• .....•t•� _/'U Sl NAl `' °'��+:=OP" -,-,m V.mw C.Naa. n uIw npHS: ("+){ B^ZITS. rAe c s#)6�-aYD7 20 176 .s, (xs7 m-1vt mN ,arrYa wa iw'. /ItIrFIF IIHL111 t SEAtJ9°NAFUPfjMTf WIS AA run J,. P.E.n1i 167 _Em- _ _ SHEET 1. OF _*__a CU CU � � � _ m a) � U L a) O � C 0 2 = .Cm co 0 -0 CU � � O � 0 O O O CU 0 LL. I 1 r_ 'm y r O� - C"# /_ /may J c� CD � �� ✓� I- -N � (y G" -, pz -* --- ro -r r 0 V ' to Zj� W G,- OS -� 1:_ .! CONCRflE ANCHORS 'I 2 'E, 3 4 OR 4 4 12& w IS AlTERNATE ALTERNATE (SEE SCKEDULf °N--� . ; SHE'E'T 14) • ( CONCRETE 11)� -3'- I�. / 2A/ FDA CONCRETE 15 €�'»E� I s +', t / _ &{ IW/t5 f I^ -•� 1 $ --1 LQCATIDN $ 1 i 'f 8: LOCATION.!�g1-( i`�-� INSTALLATION I:.. F F R F M PSYSTEM _...I FIGURED CONCRETE fi..� �( Ir 2' a' "w'E ~'°."^, _ ,. t'-p T/2'..-.---__a ._.-....AT END PANEL s AT END PANEL sHtt Tv RFOLWR 1 .;. ,Sim -- .-"--'- _ ; 1' um, N�LlIQ X '}•� .SOU' ). . _-" . - _._._. TiDN #7l tY 12 t! VER L �_- II I �1 E 1 -� - sTLa OVERLAP I I f I m" '�»E "°W/ I E i NG WOOD STRUCTURES POURED cak1je5m ,`,• r l_._"__ ____ - I :Y`. ¢----- _ _..._..__ __ I ,'I ii _ , , t I I 1 I i E i,T3 T z Q. C.) (' F I 1 pil REWRED o I \ w E:, l Y 1 I f I' i I 1} 1 i 11 t' ! I 1' i 1 # I ' i ! 1 _. ,_ ( _ I i : '1! _ - i f. w .• ca1L ! ti f { ' hP"'_ Ca,i t I 3 j f 1 , , I I I 1 I -.1- - _ _ __1 --- _ �'. g� sI� 3ta u , CASE) e ..__ - T _ .�_ _"'.,y'_._ _ �(, ! (n �� j , ( I 1, I \ i ; I ri t -_�_ i 1. I , I 1 i. I # I l I �� S M#n. __ N} - _ I.. 1 � j a` ( d I - 't1i i '.! \ I i I f I I i I `, i u( STUDS #A tl1€RY i I '{I r d` I I I ( 11i-I1 > ! t _ 1- .. _I.. L. I� 1 _+ _l 1 , _, L-1_, L1 �.> .�__1 j _ ..1 _ t _� -_ avERw I I i ! i, 1 - { I j { I l 9 j L. ; :• I I T T-�) ; (.-i --{ - 11 I f :(D (D ; ( T-1' t( (T2 iJ:` oc,) i t 1 T1 3 i I I I 1 i i I I _j ? ; k i' T i " = t`(ti;i I�IlTii �i1l��' i?�II1i�T iliii rorRA£L I II I{ t I 1__. _ L i j „�'I((j�_ 1 ; � I-YI .wm-, a.-i, I 1-SR Sc1HDuLE C A- I PA'1EL ' I f� 1 i f 1 I_ (._� ." I I Y 1 1 , i I I i I, I I I 1 Im SMIeFSE4�A�F ! FOR SA.I-5E144JiATIOk _ # (ENOI I) (RNERAR PAHu7 (RREfhOR PAtrti.)' (IATEFeOR PANEL) tEYHT PAIIEL7' I I , 1 t Y % ' 1 t 1 ( I I I '•'1 I t_ �. I Tv CLASS Wo ro G Ass � ? I I I i l l 1 I '.: ! I j I i I I f i I + I 1 3 I t# I_ I I I I I __ -_L �.' 1 1 1 I I IAA) i I _,.,' l i 7 a" 32-7 6'rx3 32' "- - �_ - -!- "i. .I.-. _I".I.-I..--•_'_ -t1 - I I 1 `^'I [ „lf� 1 (NiSJ -1 1 I 1 I` I I L___. I €tlL._. `I GR 11¢j L�L q ( .Jj- ,,JAL !!! i - w o,/LTZRa.c •y_ „ �12eon. 1 6 t 1 I 1 1 ± t E i ' 1 I i■ j I '�"r I, - t j - Ott ED,{-'`�--� . !! a ] - ; I # s I I I ! ' i.l 1 : - tj• _ l ; i II! I L.. a . e01._-. i E4' I i SEE SE€ ! PAN N i_.-.. ! , I I 4NrER DR EL E 0 PANEL Tf4. , SEE SEE , INTERIOR PANt1, E.NA PANE{. i _i.; q .. - 1-r {. _ t - 1 T/,'4si MACHNE a-^E^tJ+1.i- wY#e1YNE : i y 1 ( i I SCHEDULE 01 ', SCHEDULE )i wSg13 NEAa€H ..�y- 5/8' M'm. (CASE 1)-.. _. : j( -F p 1 t B. Ny,- _ 3 SCR w! 5PEEMvuis . / ; w/ SPEC. DO I I i.� I ttI ' i i I I i _ { j I I ` E t,�!,pr:}0k p. 1--...3 -. FOR Mac ••'-...FOR More s^...,•-? A1. OR i„T.. - „- seHEDatE 1 sCHmuLE L R[ouwFa ' ! // 3 m _I a._ ..., _ •.i-1� .._.f L _�..0 _ -.. _.... !._ j L LOLL-..d. .- , _7_ L.. \:..T' Ism GET. 1J1{) I { TO a )2 T/2 O,c. (SEE LTEf u) S. ¢ [a o T2 T/7 O,C. .1 k _t ., .� _ _ -- ....i g 1 t 1 - z L 9 tt{{ff i ..1., 1. ..,1.._�'Tlj._ _7.. _.J... Y7 ,. i {-.j.. 1 Ott .. _s '), €( 1...,.. OR DIRECT MOX9fl SPACING ANCHOR } SPACING "Rt' idas`P�A °R 3 W I R' 1 '� l� � 1 1AIG l i.. I ' i I J'fn ➢I LOCAItUYP r i �.. `1 ,-- i , f I».. i .. ... .». .. ..-.--.-.. l REo t 1 i p 1 i l l ! I 3 WG.:- 3' Min.___ .�.a---^..i(,,-^^^ 67 (3F8A I Wric>D rffaneit j i I , t 11, 1 Il I I t s I I j p j�`�PIM l,L !Sty TI T_ _ __ -IvQ814 o ... 1 1 IEEE OETAOS i 14 , __* I I I , ( & v+) s I a WALE.- 31le = 1` SG�i ,1/ 6" - I. ( a a`mr a Ercm 3 t4 ® �.. T, (KT17w"Air LaCA1TSNi I STUD 9 12 T/2 D.C- x M1 « f j �on I € I I! i I SSSS ,il I � i i i I iiSE a°EP PANELS) 1 A T i I I % A TERN TINE 1 ALTERNATIVE 22 J ■�j�amw y%��{� (,SIGN i'RE URE-JW t A , AND p/ , f t ,t++ iw uArWME V PWROR CONCRETE i ! - y - { < ! ( , • ( ( j III 1 ! I 1 1& 2/1+) ,W.CLO3QLUM A S D /-�. "S £Y.. ��H i (N75) (5EG Ta a IL ,/2' aC OR CONCRETE $ { s i 1 1 I I ( ! SPEEUNin'S mock REQUIRED 1 r pp r >,�QI ESPONDING MAXIM UM ANCHOR ,�"+MING SCHEDULE AT 8) FOR iF1�AA1(�IIAUoN Y DNEL NGT "L" .SC EDULE r 0M) J E} �._... ;.� � I � �,A' -,A- 0- , i I k ,®_S.-,_ SwmN 1 & '�'D TTn FC,R yFr AFETt' Sjf_41d PAWL I T U) s I j a I & /w/15 I IAA A11911I INTO CONCRETE A CbHI _$LOCK STRUCTURES .N STET 13.- I t I I d € i /4 2/4 ?A/d 34aR4d i,2�wi5 i, _ -_ - I 1 I ' :+, / / /U. MATE LOCATION ..- ,bw. PAIAEL SEE SGIEDU t 1 _J ON LIFRE SAFETY PANEL L _ ScNE'L< A , i'�iWa. lKmy IQ & M--Wt F D .-.._-3 11Y A) (� �) !.aNeu �SEVMa�1 A °i; 1U ; ter �i i' ; . AR{A W/NO iiF>: SAFETY PANELS L07�q�OF i (5fE NOTE TItE1AW) '_ Prl' I, Cant I • i.e. REGULAR PANES AN/ ON -. ---I MAATMUM A5.6- jlQ17>ffi CONDI �.. • APPLICABLE TO •SSA.6__D Y-4' 3 3/A• VewOLYm I TO CLASS- l - WAIb._ (, i ` _.. - - TAPGON CF TAP-W f'"_ FAMOLURTE TEUVE 0 PN,ELMVE .PLUS I - , _. f T-" • t e 1 _ _-.. W O REGULAR TRACKS 1 #. I_'-�`®'i" .____. - - ._ J (SEE NOTE f DESNN - scmNs E A M0.muN !, (Mi I i i EYE" CONCRETE ANCHaRs / ` - t '<'' BELOW) * LAST PANEL i!± TO RE MSrAl.lm AS PRESSURE rqS.-. 5T TV T° To '0 To iII TO '0 To �0 • ea.IMluTIdN IiFtebi 1- {et II I E� ' , E ` ;. k:31ETE COHEWETF c9NCRETE` CONCRETE CONCRETE CommC°H°e^cRE TE CONCRETE CONCRETE C°i TIE Of T!iU 1 i (D (SEE 5[ SHEET t _J -'. / _ �y /y s gyp lvT: SAFETY pRLA PANEL OPENR)C SMALL RATbm i_LA BLL749f BtDCA aL�:N _ EW.QCR BLOCK SEE SHEET 16 FOR ANCHORS OVAL & SPACING 3YXx NSIA3AUQNS INTO wY10D FR4ME BUILDING. i @' ` i-_ OR j..-. I ' J t.: EWt. b(( 9� VP IlJ 1 ti I[ LI STORM ALWAYS 1'$ PRW{DEb W/ NFM HAVaii - We11MaM N!C!A)R SPACNIOS M{U MNe{'IbM SaGaE INSitiVa€ A+a<u4a TF;D aY iMS 9CNLOUti- rIX+ I I i q EOl EO r .W� `' POURED CONCRETE - (/Jt.. CONa#npN7 - - - la FACiNA?E !NSTMIATI°N IF 1fO'ENDED 6' N/A NIA N/A 8' N/A 6' N/A 6` N/A I & 2 (TOP} ER, L63 TFw(u algGiED CN SCHEDULE Tg4llCE ANCtgB $PAitltt} BY UULTMLnN6 SPACING d. E .- - D { I V pcµ REOVWIEC CONCRETE ANCHORS - ,. PANELTO BE NSIALLED OR REMOVED FROM INSIDE +$5.0. -12,0 g' 7' 9` 9' 9' 9` 9' 9` B` O„ t (BOTTOM) S'-Q' LNi LE$5 SA41YfR W, SCHEOUIE 8Y ME FOti.GA7F'IC FACTORS. Pt)R lii5 �ERATtpN TO 8E T•a558'IE ' j}�-`'. - I,. ii - }--'•- - N` C - �• �/ /� - OF STRUCTURE REOUO® SPAGK OBTANED USING FACTOR. SHALL NOT ARE LESS OKAN NNRHUM SiMCM ' l I ; i__., „, , 1 O (SEE S'iiE4T IEma ON° :. ELE TIATI4lN� N/A N/A - N/A 8' N/A 5' N(A 8' k(A 1 & 2 (T'OP) INaiC.4TE0 fDi FACN A+!CHDR TYPE RT RNCiR51,EGEHU ` i I $$ 1 - WOOD Punt +55-0 -72,0 3'--O' TQ 7'-€' iJ4'w )/44 r{41 1/4 ,/4'. '.I 1 f .4.,. tt RE�!IRFG s^ y/gIi MOUNTING INSTALLATION WALE AN FLOOR �TALLATION !/S'�CALE 3/a2'=i ® s g. 6 g 7 (2` e" g" 9" s° I (BOTTOM? _ _____ P _ ._. _ __ ___ ,f wvaa PUE a SEGTiDN I SCALE,, 3JB" n: 1" SECTION 2 (IdCi I�SCALE: 3/B" t` @@OR i t W +. £` N/A N/h N!A 6' NJA 6' N/A 8° N/A 1 & 2 (TOP) - NIo1nR TYPE r,»ae aF YN wvP °fix P w aWo-W ': , `, • ( . - _____ tIT.-EPAREa )/ Ma 6" To 8.68-. 3 S 3 5 g I '' ". r-.if, NL: idP �-.,. +55,D -72.D 9` 4 7 <, .......... � cu D_ GAP g" 6` 9" 6" 8" 6" 5' 6' T (BOTTOPA) 3&. AN!WaGR aPACM6 M.) R !( 11 NOT -QFY !a-'AF,.T.i (_, F.k._,$` .TEM-LNE&.LAI)7 N- �1_ Na°6CCAAAA Ol R "^»a4 pn7 ] 3 3 d 3 __ {-.„..._..-,._._.....___3___--e_...,.. -.,__,.-_.._. _.�_-. i' K; - �'eaNl. Aj�'y'�rpQ�jL��1I�A ,+E�TL)FE 'aAFETY S'fQP3A PANEL CAN Bf LOCATED A5 AN END PANEL (FPRS7 OR Lii4T PANEL) I ..FERMATE LOCAi1GN ri7lwl. ELT. h+J. 3 J3 v}2 3 T/3 + 2 4 7E 'TI�ALTC.riNATIVE A• II�OR Aa AN ANPANEL PANEL (ANY PANEL E INSTAL IN BEIYAEEN END PANELS). Bl (A7 NTERKW PAIdEi5- « REWIRL'p 1, I/A`a LAG SCR'345 a 6' O.0 W/ t r/2'LIFE ShFE'T+' PANELS MAY OR MAY NOT B€ INSTALLED ADSACENT TO REGULAR PANELS SEE ° i) Erffi PANEIs $ HfrNrs s 4$]wt �j•@Qg_.#10UM CONajBQN$i1i,-$SEjiS7y#-,ILL. FD n 3 3P2`_ I IJE. .y, "' _ _ _ Y M ETRITi.1 m IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (AN/ OR W/o REGULAR TRACKS.) SEE Harz 17 _ __ ._. _ - _... - .. _. # ` LkP_,b/�a'c' RusHwc wf SECT S-8 MAF,!MUW ASD. , (IAA 0 51V MII Sea TAP IF AAarq 09 A EWER) a r � MAN W W RACW APPLCABI% TD __. __ __-- - - '° .4, r/,rv-2C.r ss MS a ,,D,C AN AIRiERNA11YE WOOD FRAME CONDITIONS EC ANCHOR LOCATIONSL. 2 i/2• 2. UI"E SAi'EFr STORM PANEL CONSISTS OF D D39' GALVANIZED STEEL STORM PANU] AS LsL}�- Om*4 7APCON : BECTIDNS & MA%aMUM PANEL ___ 3. i� iza __- .!N _ _.� __ 1 i/4"t-i0 PN{ELMATE nAW1 ID pr PER COMPONENT Q. SHEET 2 OF DRAWING. SCALE 3j32`=i' PRE; (..E1. p r. JCV CDMBiNAT10r LENGTH "L` (EEL) A. NAaTAalMiANNN,Ar .. ] i/P". -. - `-...._ ' i6q..._. _- 1. _-1,0° PANGLAIA�, PLUS P`METTiA�TiM, DU- W ) i/2 W)n. ar... 3JIP . ,• I� M STRUCTURE- ! �"LDW; ITSELF TD 6E REMOVED aft TNS7ALI-ID FROM THE INSIDE OF RAiq,c .st+ CONCRETE OF TNF]rl pt47 t}. Ti�(F. y _ PLATE eroiE 9R1tTEx rMci(5 Nm StwwN :T'.ce nAPoTT , , ■ „iirn101". +69.2 -61Z -.. 3 3' 4 1/2` 4 i/2` 2 (130T70M} V-8' OR LESS q� ENS' ✓ &S 3. LIFE SAFETY P RECUT TOP TRACK TO BE COMPONENT BOTTOM TRACK To `�+•Oil a4r " yX F WALL MOUNTING INSTALLATION BE COMPONENTM T.A5 PER Sn£ET 2 Of TH4 O;,AWING. \ p, p. TIE(/r %. +s2.8 -66.D 3• }' 4' 4' 2 (BOTTOM} 7•-6` oft LESS . INSTALLED Ttt(/r"^V `__ ALTERNATIVE 1 W r "" • lQe% 11I +55D -72D 2 i!2- 2 T/2' 4' 3 'fz' 2 (BOTTOM) Y-6` OR LESS ND, 44T67 d 4: >vGENSF 2 ON THIS SHEET, AS WELL AS DE/ML<_ 1 & 2 ON SHEET 14, i VQ' : \G�NSF - q{ ? SCALE 3/6'" = i' S�' \. �- v FLORIDA BUILDING CODE (High Voloelty Hurricons Zona +55.D -72.D 2 i/2" 2 T/2' N/A N(A 2 (eoTTQM) Y-6" tQ B'-D * �( - FLORIDA BUILDING CODE (High Velocity Hurricane Zona o - 4- Min, LFIJGTTI FOR COUPONENT Or. IS'. s' - - _ebCI1Y Nut cone Zone) 9 T FLORIDAFLDRIDA BUILDING CODE (High W. ATICHOR SPACING FOR COMP'OMENT ANCHORAGE AT BOTTOM IS GIVEN ON - NO. , * x " m XTE°0, WC, +Sa.O -72D. N/A N/A «A'%'• - Ak+: °m2D TA.TF[p, Rt. -. _ SCHEDULES 1 R 2, SHEET 14, � '• - � 20 GAGE GALVANIZED STEEL STORM PANEL Owurer. �., -.. -.----........ -.. :�Q FLORipP:.`�*�+ 20 GAGE GALVANIZED STEEL STORM PANEL � AN t - mm TRTECD. W. 20 GAGE GALVANIZED STEEL STORM PANEL r'. •�• f1R1:wM Bn mzEe.. IY ; [t = arwrN Br: COMPONENT (MAY Be PERMANENT OR REM!5VA6LL'- A'f'f_'4'`�q" 6)//2T/2D M ilRS*�.'L.. ^--�pl/;!6JSptW INSTALLATIONS ARE ONLY VKN MR BVIIbW)GS WITH AS.b. OE90N LOADS tiP TO K}••, $ S �O�' • L''" w _ ^Y - GLOBAL PROTECTION PRODUCTS, LLC, IMF PF, A -� GLOBAL PROTECTION PRODUCTS, LAC, GA E +s5.s, -=z0 c, AND PA ELs f iofH DP TQ a -a . r'rp'••., FL R\A --; ` ~=- GLOBAL PROTECTtON PRODUCTS, LAC. °T/�fnna 5 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHUT 15. 'S1 'C!R f ■ C A � - LTECOliic.. / i� ICCOINC. q,,C - ��Co INC. y �F ''" at w'2 +aaa swh s135�mEE +amD sw. si s REEF a FOR NEw w rop FaAu€ pONS1RUCnQAA waaa MEMBERS Ta R sa HD N fi y sw, 6+ STREET z 8 i PINE NP. z W/ SP6a is KNSITY bF 0.53 OR EQUAL S 7 -T-' •`' f •' • • • • •,` r' 4' T f t S 1 I A4 ''" { TES°NC & LT19N lal 0 COMPANY RARE. F =,A SEE SHEET 4 TOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF HA'� \. a TILER 'Mm." a FNDYH ERIHO C'a .1 DIM f TCST�& EMRftMUO COMPANY !1A'I�'. n- 713T1 N. aan t'. a. WN, YAaa..4'AlgAA 3NaA PHONE: Y. ; W iL. 3D, Yalwar. euCfTiY, rt v,N PINNL_ {Ra,TaN4•-3ie3. FA'K. (9?+}6-87a7 Ae *S ONA A Rvx. aPA w,aw rArc!n.W.naeAa rviioi(2s+ 73,8. rAx R5+ 24-171i l )6-BYRY 2Q-t?B _ - - WrrrJ ,N!g 2D-t?6 ?PACERS AT TRACKS INSTALLED Ap,)ACENT AND BCIGNfl To SfuCCOJwOOD BANGS.. rNrI TI N'.,11i41 w,aMM I-) a»-1Wv . r., , S ) N,_,v, ,_„�,,,_„ ( )Nre-6m7 .�, w' Cus+)aaa-75+5, FA•e: (B5+ .x r Wa®.s, DRAFW,m NP. N,.. Ti6s1 Wr,..1AYP ra . (sari An-av, vanes rn. WP, a. tams An -,Ram ,w : {saq an-,vr PE SC-o`SXNATMk o TE Wq,TOT A. 1AYFIT'P,. PE .wA A. aw Ax-':+3 a r s - t P&.: NR'FJDAi W6LAER A TN1PY74e., P,€. �x.M. WG is-T,a a aUn.ree, amt °RM9RG bta- JNN IaltiST RE ALOE/'SDNSNRE/aME WKTeb A TIriMILtn IJ., P.E. r DA Ir«a+Y e - -J .- c. +a16Y , Si{EEl'IS !# 2b O _. Y ? _ , _ 4i)EEP 14 Or 26 ++t t f - - : # " _ STIFAT t6 df R4 a a n ANanaA PnE DRAwHG Ha; P,E rE SHEET NO, SH 1.1 - __ --- - I I I I i I I I -1 T I I I I - I Ij r I,;! ,. 'I �. 11 ;�� J. N, 1:IWII.d Id. N .UIIi I� ai,.I2,A Is) :IY -�'.i! � . (II�....I. vi l I.�'.i 7l - I F � I : I T -I --T- I - - --T 17.. - — __ , , I ..-.-......ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 & 2G)_ - __ — F* I 3MAX.. 307 "/17, 5A/11. 38117�40/17, SO/iS, J-. MAX_ I:MN. mw/4. 7AW/19 a RAW/20 wwp 79W/19 a O9NUT20 I' MIN.. --I-- , - - - - - - - -_ 0 I 0 - 0 0 0---,--- -0 6- 1 1 1 1 ­ j_1__________r1'_7 -_ I 1 1 ! f I ! I,j I 11 I � I if 1 &-@ (D i I I 7 . I I PCOULM, S'D", --#L I �(1) I I . 'a I I , 'T-Q� em ­NEL I I RA, I � I ; if, wt, ; I I . � I I� � - - I -- - - ­_ __ 1- _­__ 1 ---A __ __ ___ , __ _ - _ . : . -1, ---------- -1 I— ­­ - ______ 'L* ___ - J­ ,T_ ------- , - , __ __ - - � I ­__ ­­­ , , __ A;71,- - - � j ! " -; - � ­­v� -1 . ­­­!­-_�-�,� -_ ____ 11 �A * I I -,:,-=�t�- v, - I I I , . PANEL" LENGTH � il -I _- , " VK; NUT w,em" .7 � 1 I : �5,_ 1 1 � (SEE SCHEDULE) i - . - I 11 'T A E� ; I , .r -- - , , r I �`,: ] I I I 11 � 7 , � ! i I I , ' I L4,� f•- I �_ - � � I I - ­ � . i ; --I I - . 11 : - ,; . 11 __ I . I� - -,I I - I � - . I , _1 - ____ I ------ " j, - I - � �j 6. 1 1 1 I ­ - ----- +1 -,-- f -------- : ___ ­ - . ---I-- S�i � , �. , ,14: . . � PAHEL BOTTOM COANERS it -9, � �1_ w I I `Ptwr`,� �I­I 4911-- � 9 " _ ,- -1 o.1M..@01W_ I I I I I =_ '4�0,vefm,_ "i. ONON.PoLIER.RGA 3�' 1;Ix + =12. AN I?, le, / O� 3 AM. 1% 7AW/ q L*1z/1111,O:If%.11;I11 ISOW/20 1: MIN,: A* Mt;,L I & SAW/20 _____ 9 III — � - I - - � -_ 11 - I ANCHORS (SEE SECTIONS ON SHEETS 17. 18, IS & 20), -- -- - - - - -1 1-1 - - OPTION #2 FOR LIFE �AEETY STORM PANEL(j� ELEYATIQX SCALE 3/16--l- '/'- - iup , ­ F I , I 2 70' "C"m ,1 -,-31 CA @ 0. IMaAP �1 *JOLE UINLEQ 9 I _, 01 LIFE Sqm AKEI lr,w� g .i� ___­­_.;­_��z, �­­_ v*;,� , 1, � " � �m,_ _ I I I ` ` ,/ ,,�, ,�,_, , \,, _ �71 ,:, -- -7-L SCALE 3/16--l- MAXIMUM A.S,D. DESIGN PRES5URE RATING (p.a.f.) AND 000_ '.01OHNN.14 ,�-.Tltlj��, CORRESPONDING MAXIMUM PANEL LEWTH 'I 5CHEDULE - .,. E " ... , - *Na.' I = .44 7 s : i * i *� . * g FLORIDA BUILDING CODE (High Velocity Hu COMO ZOne)j I , � MAXIMUM A.S.D. _ - - T McK. PANEL LENGTIH. MINIMUM SEPARATION 1 PANEL !� . Ttnxv, ­ ?I DESIGN PRESSURE L (ft) X. -'z �'. 20 GAGE GALVANIZED STEEL STORM PANEL , .....0 I .. TO GLASS i CONDITION ..�. DRAM01 RATING (p.s.f.) I {SEE SEC' I I /m" _ ­ �_ — GLOBAL PROTECTION PRODUCTS, LLC. --.M- +55.0, - 72.0 2 3/4- 1 UNBOLTED -_ - /IT L = C 0 �...., , Aw S-W. 51 STREET - I / / - MULM TESn" & r�NEtA=W.10A. I I . de; - - - . - n % , I, Give. D. �111 -, Men ­­ - � CAM .I-,., )SOW-IIHS. PAX P-P.I_4717 20-i76 P f, StAI'voxATUREMAR c._.00019 Tt!E _� I 1. -I A. TILUT J,_ PIT ]�*q�,, ,m-*+ !7 1 !! . H, or . I I I I _io2tMLj1,L,L 44161 . i INSTALLATION FOR OPTIQLq #2 FOR LIEE aAFETY STORM PANEL SYSIEM INIQ EXISIING WOOD 5IRUCTURES I __ , W� , I , 1 !,� . qfIhj-fz� O,g,vm d - v0`I101A1E`BDR , /I . ��, ,ilHEADER " ,� I � ,, ,I, . FOU � ,*Do if � � F� VOCTIM001 � 11 I V " I - ofav Zz �` - � 11 — I I..* !A�m a s- DC, o r D.C. I /2. MIN t__­Ili L/", , 0 v B-C , I --T,—�,T - -- �/,"T � I I,-v I � - T I I 11 , 2, FIREADED � I I � A, I' TH . , z THREAKID - - 11 PENETRATION AT, wool, 2 � I ill JtF '. Tr. � . I � - EE#1RA OI`4 INAT&W / . HEADER . I PENETRATION AT WOW m " �� . Ir HEADER 1, I I I ��; HEADER . � �; I KAMP � I 6 ti I I I I I ,1� � : I i . I , �. � - I , 2 j I ; 1/4' . �vV1112- 1/2- ,m­ , _1 2. ,, I 1_ - - I . I . . , - f�� I 1"I 'r ZT, I wip, It ., I w � A � 1 2 ; I : � � i[ . . � I I I , El / "' I , I/ I 11 T r1l , J��,', �- � ! I I � I � 'IT [] r ' 11 11 I i�­_ CONT I , "', IT. � , � a 11�_ � T _� - hlytim�_ � . � Gi. I - v =� I EXISTING _. SvTqA_ I : - i I 't* *L1 U., GLASS r � PANEL (m SCOIAXE I Pmr_ LENGTH, I 1 I . Penn ITP *L, .... I � aK � 'a) I I . fs" -am I SELOW) I ; I PAI&I I : (SEE NOTE UTBaCRO i � -,* W., _f � is LTmGT"�GO) IDISM I � s"`NA`KA I I � ISEX NOTE I RELOO) EK"5`1NG -, I i : 1: " 4 : I PANEL LENGTH "Ass " tr.7�4_ �� . i -11 I - _ , =11��_�_ - - - �, , i (m ��F I �� I (Am, czKa,%z - , 4 -* - ' , I 1 ,AJD I.) : 1/, -20.1 - I I ; S-S -/1*-2NI' 1 1 i ,/aW/ - I I.. � � I -0 . 3/32-� 1 1 1 f ! M S _47-7- 1 ,� WING NUT 71VO . 3 32' ! I � !: I_ WING NUT ,, I � j I I I I 4�4'0 TA I .1 I � I ,:/I�N, 0_ I i I � OQ. I I i � � I I , , I I � I I � MIN, THREADED , � - - - ----, I I I i PENETRATION AT � ! I MTOWIDN OF An I . 11 - MT--__ I . I I I - I � I (T11 " "T - I 7nf_ EQ� -_ INIT ! 11 ; , I ' ED I � . _' , I J, �/4." ,­.,�sS_ Q.& W;/ " ! CONt. I I! MR, ,tI F_,�_._:ti E� 71 '! 11, i I "2��+� M.S. W/ 11 = 32fAIRKS I � " �� I . j� L, j/B*0 . 3/32, "NO - oC t C NUT 1 7 A ,I 3/32- TAING ALI � � ". .-f- - NUT x � � I WASKtP 0 12 I/E 'WASHER 0 12 1/2' ­YGNO) i D.C- WASHER (RE _ NUT WASHER (OSIOND) ' */, , - D.C. I I _. TAPCON 0 S' O-C " "SEABED , OCTAPOON 9 O' aC,I��'. TARCON 9 O � k�. __ I jg� :i FRED W/ STUID I FRED W/ SHTD) . 0ENETV 1� Al;Do AT RIDWOr. 1 1 1 � , W(�,v . 'HAICAGEr 1, /I " nl��NBED .1�i' OF PLATE L _1 -] - 11:1 I - �!_ __ , - &Z. AT UJOINIOTH11 I I AT UVOOTH . OF PLATE 4A-&&, WOOD PLATE �. k4�� OF PLATE-,-- - RED 0 __ -,- - R' 4' .ODD PLATE - --­ - 'Q�o PLA11F ­­­ L I � REQUIRED AaMhffMWjjfibMrL WALL MQUN INSTALLATION WALL MQUtUM INSTALLATION WALL MOUNTTKG AWALLOON ALTE &T A SCALE 3/8".i' 9_uvi�"EL 0 RUMLAREPAMN DA jj%RMEL SCALE 3/8'.1" SCAL11/8',Yi" EL SCALE 3/8'­," po" "OH01114% '_ . .,j N� TILtIt�X I ENij.",T 1,'$� 7n1WA,UATK)N5 ARE ONLY VALID FOR BUILDINGS WITH A,SB, DESIGN LOWS if,71_� FLORIDA BUILDING CODE (High ViTioccity Hur cone Zone)j UP TO 455,5, -72-0 AND PANEL'S LENGTH UP 10 W-ff' - 1. IL m7rce. INC FP, z- : NO. 4 A -, * z 20 GAGE GALVANIZED STEEL STOW PANEL 2 FOR NEW WOOD FRAME C ION,. WOOD MEMBERS 10 BE SOUTHERN by. — PINE NO, 2. W/ * '... /—,_-_---� M/./2- sip E di���L�-W �-,__� - IL08AL PROTECTION PRODUCTS. LLC. .M, �pl E ­1 __ _ S,..:�%�.. 'CL VP`- - / 11LIECO.... \ .11M, %W. 51 �, � � A A - I - �5� &�TVSTIK* * 2�%NITERZO 001AAA -- - ,.I, I. 20-176 , _�,r .ri� � __ ­ . ITHITHIL. nx,I)m-l"t, fW)M-fn7 `-,�,,,,,��%. i�,,� �v /.I-,., ­111,41 0 E. WA41"Hxlwm/�m ck-cem I, - . — I - I :E: _t �K� WAL13A , TLUT "I"', I mm,A-1�4j, 1 4 1 DETAILS RaArIE ,4 I ,N A , . � , " ' QOO �Ik , , A I . li+ . 1 if 2 :''I i Has. ASS 1- ma I;I>Iws s M.S. ./ CA STEO, 161 '.T' iii Ili `s . 18 '­ , Tz _1 , T�N LATE x PST' DRANK SPECIFIC DENSITY OF 0.55 OR COUN_ � • P Jr., P I - *W to or 29 INSTALLATIOIJ DEJAILS FOR OEIJON j#2 FOR LIFE SAFETY SJORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CQNCRETE BLOCK STRUCTURES 1/4* 7APCON ANCHORS _ ___ '14" ANCHORS I " 7APC0N ANCHORS ,"' TAPC ANCHORS _ 0 - a 1 ­­,,(4 � __ L� . 9 I 0 S* OC 1 F.Ls , � I I ,, , �! �­ �, � I I L � I=% ; - I$) I , I i I ! 1=116� I � I I I I I ! � I iI � TAPCON O.C. . a ii, Dec. 0 9 O.C. POURED CONCRETE. OF CONCRETE BLOCK REQUIRED I 31 POURED CONCRETE OR CONCRETE BLOM RwRm � W. ; 3/12" WINE; NUT ASHIE 0 12 1/1' OC - - I : ,a Xt Ex CIA f ,'4 ,i. I H- I . P_ I I I - !"". TAPCON ANCHORS 0 4 1/2- OC (STAGGERED W/ SMJO) ''pouRm COKII OR CONCRETE BLOCK REOUTRED WALL MOUHUNG INSTALLATION AECIM-M 0 UVIM PANEL SCALE 3/8-.1 - 114* II q"___ , — I I E_D.* I : - I - ,­ :� i i,- =% , -a I I 9. 6' i r, ,/,.-,�;;-:-!- . d :4, NUT IT ____ , 6 19. 4 I , I - ----I- I 1 I I ro L�40915 LiC TAPCON AM STAGGERED W/ STAID) - OURED GIONCIECIT OR CONCRETE BLOCK REQUIRED ( ? SCALE 3/8--1 SEE SHM IS If 20 FOR ANCHORS TYPE * Ambm TYK %Av. I --- SPACING MR NOT&LAWNS WD WOW �— IAPw- FRAME BUILDING. Ri- mom CiAcime 0A) - �_ mwuw ANCHOR, BMWs "O "'MLW ,-;.-;—.- i� 4") 3 EDGE IISTAINCIC Atit *41311ATEII ON nes SCHEXtE FOR Lft LESS INAN INDICATED ON M.RNW F.-��;W-,;-i­ SCHUXAS REDUCE ANCHOR SPACING 01 MULTIPLYING SPACING SHOWN ON SCHEDULE A%K m ma on"00 MAIN! BY THE FOU4wwO FACTORS, FOR THIS Opawm to BE POSSIBLE. REGACED ,-I .- - - SPACING OSW&D USING SHALL HOT __ ! 1A, - - OF LESS TIM MINA" VACING AlDrATED -- 140- FOR EACH VKNOR TYPE ON PQ5 SCHEDULE Y-1, II t 'Ir I - - FACTOR � 11 POURED CONCRETE POURED CAM, 11 OR CONCRETE � CRETE BLOCK `REQUIRED, i -1 OR Cownc;Im, I F-C : IOLOOK REQUIRED I i- 1/4' I/4* , , , , I I I I I I I r, f 6, 6, 6, 6, 6, &A��* � I I I _ -1 -, ­ � x GLASS : � GLASS 1 1 G, A I I a 9 , . , I � L §! I . . I . I A : � . a S. 9 � I I sl I/.-.--,- S , , I �I it I it � : =.A - I � : w =- - 4 , � i I I I ! ! � I ­ I I , , - , . I /2' I- 1/4;.-52/ W/ I V_T/ ..3 ?' WING NUT WASHER _ _7 a., WNG NUT WASHER � �,-� 0 12 1/2 O�C (BEYOND) I � � ­ � __ _44- TAPCON ANCHORS -------- �/�, 4 1/2- OC. GAS a 4 1/2- Oz I POURED CONCRETE -_ PTAIAM CONCRETE OR CONORETIE BLOCK OR CCHICRM_ BLOCK REQUIRED WALL MOUKUNG INSTALLATION WALL INSTALLATION 21=19m 4A 48 0 REWILM PANEL 9 LIFE SAEE1 PANEL SCALF 3/e*-t' SCALE 3/4'-I' I _ -- - - INSTALLATION DEIAILS FOR OPTION #2 FOR LIFE SAFM PANEL SYSTEM INTO EXIK_IN WOOD STRUCIURES � -- 17- i- I '�, ill " I 4 DON *�j j14'o TAPco" a 61 D.C. - L , � , � -%, , - MIN. THREADED /,:�W I � 1 /".,.- I � , W/T 1/2 � L 1 A , I I �,� !�! PENETRNDON AT WON Ir � HEADER .1 1 , HEADER - . I , i . -11--;I - ),I I il � M... I + I : ' 7 I I I � Ac'. .' . L11 � � WOOD HEADER .1. I 2. T­_ -_ I I'TOOD HEADER ]11 , � - REQUIRED ­1 REQUIRED - � I ""' � I I I � . , . , I � :_�.�, VIT I - - i � tF7j f-14-Et .." mdI r'-d' , � I ! JLJ I �Lj'� I I I I NIT, SEPARATION i ; I I I ; , M %M , I � � EXISTING on soictut: I I I ON MITTET, ITD ; I i- 5E,AAA_ : I ! 'L, M­ CLASS -i I ! I 'L' M­ TO 91.1% [ ,- - 11 T- (six swcwmy . . � PANEL LENGTH - --- , - r, PANEL LENGTH ON SHEET 16) I (SEE NOTE I BELOW) 1/4-0-2W). I,- (SEE NOTE I BELOW) � I S�S. MS� Iiv , .=2_1 T 1! I : x . , . , . ; __ - - __ i /32 __ 6. i �_,: I , , I I � I I � i , I I I ,f - - i I I � i 1 4_ I . - I _11--l-, I I I ! 1:1 i I q "j� . a . I i I 4 ; ,27 J-71--f%;� I - - - I I u!�� 11, I — I 11�= I i - .���� ED I- - r I: - '( _�,; * E. 111-1, f I 2*,4" WOOD PLATE ?/&'* w 3/32' WING NUT I 1 1 7/8'0 . 3/32' WING NUT 0 6 r.4' WOW _PLATE� WASHER 0 (BEYOND) REOLIONEDWASHIL 1/4* O.C. REDUAIRD I #14-10 PANIELVATE PLUS . 9 6 1/4' W/I ilk t, - � v ,6- " 0, At-�n,TET PU,6s- THREADED PENORAPON 'I � AT MJDWIOM4 Of PLATE1A, , AT MIOWtETIH OF PLATE , WALL INSIALIA11ON u"XIATOURON", WAL M9119INQ ISUALIATION 0 REQUILAR PANEL 40,.,,%v,N- QiP2,i, 2 LIEE ZA=, PANEL 11 �, 1. , " I/ - . I-. SCALE vs- I, � ��., "��E . Nse**%. S, SCALE 3/6"�i FLORIDA BUILDI 0 CODE (High Veim"y Zone) � � , N U911; N = 02020 wl= INC. 20 PA14EL FY = * , DRAWN ITT 1. INSTALLATIONS ONLY VAUD F04 SUiLDINGS WITH &S.D. DESIGN LOADS : * ,--, .. * 1 - = * � I Up TO .56-5. -72.0 UP TO W-13' T ���,A_�, i"Inlim � ' PROTECTION PRODUCTS, LLC. am- Qt� - 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a% _3� .- S ATE � ­ &4)1z_%��11 Z 11LIEC0.7 GLOBAL UICC &.1 51 , ()ij�, _ - � PINE NO 2. W/ SPECIFIC DENSMY OF BS!, OR =1,1 __ �� -- -i; I N ____ =1_* ==m4Az%1._. , O�Nft-16.% TAX; (934TRO-M7 20-176 ,�.,-,S,s "" W_ ,� .., -, UNIT A-Z � P., (Nek ­ / N . CA-OM719 , n. 400, It', I� - H =- ,A.,, FULT .." - V, A 11 ,� � ! CN`"K"` I I v ` a ``/'., US W1�',2V1'.. MS ACN EURD ONIG ETO ULIG OR G TAP , �'' A. WDDO I .._.-i Min. i Ni i 7 T I _ O.C. MIN. THREADED PENETRATION I I MIN, iNt Hurricane GAGE GALVANIZED STEEL STORM ARE Psi AND PANEL'S, LENGTH ....... STREET EQUAL , owz�l w'A SWUL FL P.F. IL451ALLATION DETAILS INTQ EXISTING STRUCTURES - tL* �TAPC N ANCHORS J,I4' TAPCO ANCHORS IV V D.C. . 4-9* oc I I " POURED CONCRETE POURED CONCRETE OQN�Cfm'm _ -;, -1 OR CONCRETE REQUIRED - REQUIRED I I --"-,: : 1 1/4, 1 - * � I I 1, D ... i / : I . EOA ,Jj,"._,:: I 1" - - I , I I I CONT, ! . � - = ,f, I -a- TC I - CD �_ - 111J 7 � . ! - (z ! I - 'fe - I . � - . I I I � ! I � I - m I ! El � 1 r I A I I -, , , 1117,N � i , * � i _� � ; I I� ". I r - , I : ./0� - - , � . * - ,a. I . I � 0 ; I I ! I . i : � 1, __ � . 11 ;: i, � ? - 11 ! I - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ ­­­f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V­3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A­�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'­tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.­ZO71 p..J) __ - ­N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _­Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw­ -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L­ L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591­ 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- -­ ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.­. ,- & __ a ­ - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1­all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, ­�­, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i ­ -_ I I I � L O-p_%N­0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � ­­­ - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 1111­1 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, ­ MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC ­­ _ I I - " L ­­­­ -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L ­ 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 ­44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- ­ 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I ��� ��%. STATE OF ." 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FOU � ,*Do if � � F� VOCTIM001 � 11 I V " I - ofav Zz �` - � 11 — I I..* !A�m a s- DC, o r D.C. I /2. MIN t__­Ili L/", , 0 v B-C , I --T,—�,T - -- �/,"T � I I,-v I � - T I I 11 , 2, FIREADED � I I � A, I' TH . , z THREAKID - - 11 PENETRATION AT, wool, 2 � I ill JtF '. Tr. � . I � - EE#1RA OI`4 INAT&W / . HEADER . I PENETRATION AT WOW m " �� . Ir HEADER 1, I I I ��; HEADER . � �; I KAMP � I 6 ti I I I I I ,1� � : I i . I , �. � - I , 2 j I ; 1/4' . �vV1112- 1/2- ,m­ , _1 2. ,, I 1_ - - I . I . . , - f�� I 1"I 'r ZT, I wip, It ., I w � A � 1 2 ; I : � � i[ . . � I I I , El / "' I , I/ I 11 T r1l , J��,', �- � ! I I � I � 'IT [] r ' 11 11 I i�­_ CONT I , "', IT. � , � a 11�_ � T _� - hlytim�_ � . � Gi. I - v =� I EXISTING _. SvTqA_ I : - i I 't* *L1 U., GLASS r � PANEL (m SCOIAXE I Pmr_ LENGTH, I 1 I . Penn ITP *L, .... I � aK � 'a) I I . fs" -am I SELOW) I ; I PAI&I I : (SEE NOTE UTBaCRO i � -,* W., _f � is LTmGT"�GO) IDISM I � s"`NA`KA I I � ISEX NOTE I RELOO) EK"5`1NG -, I i : 1: " 4 : I PANEL LENGTH "Ass " tr.7�4_ �� . i -11 I - _ , =11��_�_ - - - �, , i (m ��F I �� I (Am, czKa,%z - , 4 -* - ' , I 1 ,AJD I.) : 1/, -20.1 - I I ; S-S -/1*-2NI' 1 1 i ,/aW/ - I I.. � � I -0 . 3/32-� 1 1 1 f ! M S _47-7- 1 ,� WING NUT 71VO . 3 32' ! I � !: I_ WING NUT ,, I � j I I I I 4�4'0 TA I .1 I � I ,:/I�N, 0_ I i I � OQ. I I i � � I I , , I I � I I � MIN, THREADED , � - - - ----, I I I i PENETRATION AT � ! I MTOWIDN OF An I . 11 - MT--__ I . I I I - I � I (T11 " "T - I 7nf_ EQ� -_ INIT ! 11 ; , I ' ED I � . _' , I J, �/4." ,­.,�sS_ Q.& W;/ " ! CONt. I I! MR, ,tI F_,�_._:ti E� 71 '! 11, i I "2��+� M.S. W/ 11 = 32fAIRKS I � " �� I . j� L, j/B*0 . 3/32, "NO - oC t C NUT 1 7 A ,I 3/32- TAING ALI � � ". .-f- - NUT x � � I WASKtP 0 12 I/E 'WASHER 0 12 1/2' ­YGNO) i D.C- WASHER (RE _ NUT WASHER (OSIOND) ' */, , - D.C. I I _. TAPCON 0 S' O-C " "SEABED , OCTAPOON 9 O' aC,I��'. TARCON 9 O � k�. __ I jg� :i FRED W/ STUID I FRED W/ SHTD) . 0ENETV 1� Al;Do AT RIDWOr. 1 1 1 � , W(�,v . 'HAICAGEr 1, /I " nl��NBED .1�i' OF PLATE L _1 -] - 11:1 I - �!_ __ , - &Z. AT UJOINIOTH11 I I AT UVOOTH . OF PLATE 4A-&&, WOOD PLATE �. k4�� OF PLATE-,-- - RED 0 __ -,- - R' 4' .ODD PLATE - --­ - 'Q�o PLA11F ­­­ L I � REQUIRED AaMhffMWjjfibMrL WALL MQUN INSTALLATION WALL MQUtUM INSTALLATION WALL MOUNTTKG AWALLOON ALTE &T A SCALE 3/8".i' 9_uvi�"EL 0 RUMLAREPAMN DA jj%RMEL SCALE 3/8'.1" SCAL11/8',Yi" EL SCALE 3/8'­," po" "OH01114% '_ . .,j N� TILtIt�X I ENij.",T 1,'$� 7n1WA,UATK)N5 ARE ONLY VALID FOR BUILDINGS WITH A,SB, DESIGN LOWS if,71_� FLORIDA BUILDING CODE (High ViTioccity Hur cone Zone)j UP TO 455,5, -72-0 AND PANEL'S LENGTH UP 10 W-ff' - 1. IL m7rce. INC FP, z- : NO. 4 A -, * z 20 GAGE GALVANIZED STEEL STOW PANEL 2 FOR NEW WOOD FRAME C ION,. WOOD MEMBERS 10 BE SOUTHERN by. — PINE NO, 2. W/ * '... /—,_-_---� M/./2- sip E di���L�-W �-,__� - IL08AL PROTECTION PRODUCTS. LLC. .M, �pl E ­1 __ _ S,..:�%�.. 'CL VP`- - / 11LIECO.... \ .11M, %W. 51 �, � � A A - I - �5� &�TVSTIK* * 2�%NITERZO 001AAA -- - ,.I, I. 20-176 , _�,r .ri� � __ ­ . ITHITHIL. nx,I)m-l"t, fW)M-fn7 `-,�,,,,,��%. i�,,� �v /.I-,., ­111,41 0 E. WA41"Hxlwm/�m ck-cem I, - . — I - I :E: _t �K� WAL13A , TLUT "I"', I mm,A-1�4j, 1 4 1 DETAILS RaArIE ,4 I ,N A , . � , " ' QOO �Ik , , A I . li+ . 1 if 2 :''I i Has. ASS 1- ma I;I>Iws s M.S. ./ CA STEO, 161 '.T' iii Ili `s . 18 '­ , Tz _1 , T�N LATE x PST' DRANK SPECIFIC DENSITY OF 0.55 OR COUN_ � • P Jr., P I - *W to or 29 INSTALLATIOIJ DEJAILS FOR OEIJON j#2 FOR LIFE SAFETY SJORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CQNCRETE BLOCK STRUCTURES 1/4* 7APCON ANCHORS _ ___ '14" ANCHORS I " 7APC0N ANCHORS ,"' TAPC ANCHORS _ 0 - a 1 ­­,,(4 � __ L� . 9 I 0 S* OC 1 F.Ls , � I I ,, , �! �­ �, � I I L � I=% ; - I$) I , I i I ! 1=116� I � I I I I I ! � I iI � TAPCON O.C. . a ii, Dec. 0 9 O.C. POURED CONCRETE. OF CONCRETE BLOCK REQUIRED I 31 POURED CONCRETE OR CONCRETE BLOM RwRm � W. ; 3/12" WINE; NUT ASHIE 0 12 1/1' OC - - I : ,a Xt Ex CIA f ,'4 ,i. I H- I . P_ I I I - !"". TAPCON ANCHORS 0 4 1/2- OC (STAGGERED W/ SMJO) ''pouRm COKII OR CONCRETE BLOCK REOUTRED WALL MOUHUNG INSTALLATION AECIM-M 0 UVIM PANEL SCALE 3/8-.1 - 114* II q"___ , — I I E_D.* I : - I - ,­ :� i i,- =% , -a I I 9. 6' i r, ,/,.-,�;;-:-!- . d :4, NUT IT ____ , 6 19. 4 I , I - ----I- I 1 I I ro L�40915 LiC TAPCON AM STAGGERED W/ STAID) - OURED GIONCIECIT OR CONCRETE BLOCK REQUIRED ( ? SCALE 3/8--1 SEE SHM IS If 20 FOR ANCHORS TYPE * Ambm TYK %Av. I --- SPACING MR NOT&LAWNS WD WOW �— IAPw- FRAME BUILDING. Ri- mom CiAcime 0A) - �_ mwuw ANCHOR, BMWs "O "'MLW ,-;.-;—.- i� 4") 3 EDGE IISTAINCIC Atit *41311ATEII ON nes SCHEXtE FOR Lft LESS INAN INDICATED ON M.RNW F.-��;W-,;-i­ SCHUXAS REDUCE ANCHOR SPACING 01 MULTIPLYING SPACING SHOWN ON SCHEDULE A%K m ma on"00 MAIN! BY THE FOU4wwO FACTORS, FOR THIS Opawm to BE POSSIBLE. REGACED ,-I .- - - SPACING OSW&D USING SHALL HOT __ ! 1A, - - OF LESS TIM MINA" VACING AlDrATED -- 140- FOR EACH VKNOR TYPE ON PQ5 SCHEDULE Y-1, II t 'Ir I - - FACTOR � 11 POURED CONCRETE POURED CAM, 11 OR CONCRETE � CRETE BLOCK `REQUIRED, i -1 OR Cownc;Im, I F-C : IOLOOK REQUIRED I i- 1/4' I/4* , , , , I I I I I I I r, f 6, 6, 6, 6, 6, &A��* � I I I _ -1 -, ­ � x GLASS : � GLASS 1 1 G, A I I a 9 , . , I � L §! I . . I . I A : � . a S. 9 � I I sl I/.-.--,- S , , I �I it I it � : =.A - I � : w =- - 4 , � i I I I ! ! � I ­ I I , , - , . I /2' I- 1/4;.-52/ W/ I V_T/ ..3 ?' WING NUT WASHER _ _7 a., WNG NUT WASHER � �,-� 0 12 1/2 O�C (BEYOND) I � � ­ � __ _44- TAPCON ANCHORS -------- �/�, 4 1/2- OC. GAS a 4 1/2- Oz I POURED CONCRETE -_ PTAIAM CONCRETE OR CONORETIE BLOCK OR CCHICRM_ BLOCK REQUIRED WALL MOUKUNG INSTALLATION WALL INSTALLATION 21=19m 4A 48 0 REWILM PANEL 9 LIFE SAEE1 PANEL SCALF 3/e*-t' SCALE 3/4'-I' I _ -- - - INSTALLATION DEIAILS FOR OPTION #2 FOR LIFE SAFM PANEL SYSTEM INTO EXIK_IN WOOD STRUCIURES � -- 17- i- I '�, ill " I 4 DON *�j j14'o TAPco" a 61 D.C. - L , � , � -%, , - MIN. THREADED /,:�W I � 1 /".,.- I � , W/T 1/2 � L 1 A , I I �,� !�! PENETRNDON AT WON Ir � HEADER .1 1 , HEADER - . I , i . -11--;I - ),I I il � M... I + I : ' 7 I I I � Ac'. .' . L11 � � WOOD HEADER .1. I 2. T­_ -_ I I'TOOD HEADER ]11 , � - REQUIRED ­1 REQUIRED - � I ""' � I I I � . , . , I � :_�.�, VIT I - - i � tF7j f-14-Et .." mdI r'-d' , � I ! JLJ I �Lj'� I I I I NIT, SEPARATION i ; I I I ; , M %M , I � � EXISTING on soictut: I I I ON MITTET, ITD ; I i- 5E,AAA_ : I ! 'L, M­ CLASS -i I ! I 'L' M­ TO 91.1% [ ,- - 11 T- (six swcwmy . . � PANEL LENGTH - --- , - r, PANEL LENGTH ON SHEET 16) I (SEE NOTE I BELOW) 1/4-0-2W). I,- (SEE NOTE I BELOW) � I S�S. MS� Iiv , .=2_1 T 1! I : x . , . , . ; __ - - __ i /32 __ 6. i �_,: I , , I I � I I � i , I I I ,f - - i I I � i 1 4_ I . - I _11--l-, I I I ! 1:1 i I q "j� . a . I i I 4 ; ,27 J-71--f%;� I - - - I I u!�� 11, I — I 11�= I i - .���� ED I- - r I: - '( _�,; * E. 111-1, f I 2*,4" WOOD PLATE ?/&'* w 3/32' WING NUT I 1 1 7/8'0 . 3/32' WING NUT 0 6 r.4' WOW _PLATE� WASHER 0 (BEYOND) REOLIONEDWASHIL 1/4* O.C. REDUAIRD I #14-10 PANIELVATE PLUS . 9 6 1/4' W/I ilk t, - � v ,6- " 0, At-�n,TET PU,6s- THREADED PENORAPON 'I � AT MJDWIOM4 Of PLATE1A, , AT MIOWtETIH OF PLATE , WALL INSIALIA11ON u"XIATOURON", WAL M9119INQ ISUALIATION 0 REQUILAR PANEL 40,.,,%v,N- QiP2,i, 2 LIEE ZA=, PANEL 11 �, 1. , " I/ - . I-. SCALE vs- I, � ��., "��E . Nse**%. S, SCALE 3/6"�i FLORIDA BUILDI 0 CODE (High Veim"y Zone) � � , N U911; N = 02020 wl= INC. 20 PA14EL FY = * , DRAWN ITT 1. INSTALLATIONS ONLY VAUD F04 SUiLDINGS WITH &S.D. DESIGN LOADS : * ,--, .. * 1 - = * � I Up TO .56-5. -72.0 UP TO W-13' T ���,A_�, i"Inlim � ' PROTECTION PRODUCTS, LLC. am- Qt� - 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a% _3� .- S ATE � ­ &4)1z_%��11 Z 11LIEC0.7 GLOBAL UICC &.1 51 , ()ij�, _ - � PINE NO 2. W/ SPECIFIC DENSMY OF BS!, OR =1,1 __ �� -- -i; I N ____ =1_* ==m4Az%1._. , O�Nft-16.% TAX; (934TRO-M7 20-176 ,�.,-,S,s "" W_ ,� .., -, UNIT A-Z � P., (Nek ­ / N . CA-OM719 , n. 400, It', I� - H =- ,A.,, FULT .." - V, A 11 ,� � ! CN`"K"` I I v ` a ``/'., US W1�',2V1'.. MS ACN EURD ONIG ETO ULIG OR G TAP , �'' A. WDDO I .._.-i Min. i Ni i 7 T I _ O.C. MIN. THREADED PENETRATION I I MIN, iNt Hurricane GAGE GALVANIZED STEEL STORM ARE Psi AND PANEL'S, LENGTH ....... STREET EQUAL , owz�l w'A SWUL FL P.F. IL451ALLATION DETAILS INTQ EXISTING STRUCTURES - tL* �TAPC N ANCHORS J,I4' TAPCO ANCHORS IV V D.C. . 4-9* oc I I " POURED CONCRETE POURED CONCRETE OQN�Cfm'm _ -;, -1 OR CONCRETE REQUIRED - REQUIRED I I --"-,: : 1 1/4, 1 - * � I I 1, D ... i / : I . EOA ,Jj,"._,:: I 1" - - I , I I I CONT, ! . � - = ,f, I -a- TC I - CD �_ - 111J 7 � . ! - (z ! I - 'fe - I . � - . I I I � ! I � I - m I ! El � 1 r I A I I -, , , 1117,N � i , * � i _� � ; I I� ". I r - , I : ./0� - - , � . * - ,a. I . I � 0 ; I I ! I . i : � 1, __ � . 11 ;: i, � ? - 11 ! I - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ ­­­f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V­3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A­�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'­tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.­ZO71 p..J) __ - ­N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _­Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw­ -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L­ L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591­ 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- -­ ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.­. ,- & __ a ­ - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1­all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, ­�­, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i ­ -_ I I I � L O-p_%N­0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � ­­­ - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 1111­1 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, ­ MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC ­­ _ I I - " L ­­­­ -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L ­ 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 ­44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- ­ 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I ��� ��%. STATE OF ." 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I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_,­ :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--­%-f­- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H DETAILS RaArIE ,4 I ,N A , . � , " ' QOO �Ik , , A I . li+ . 1 if 2 :''I i Has. ASS 1- ma I;I>Iws s M.S. ./ CA STEO, 161 '.T' iii Ili `s . 18 '­ , Tz _1 , T�N LATE x PST' DRANK SPECIFIC DENSITY OF 0.55 OR COUN_ � • P Jr., P I - *W to or 29 INSTALLATIOIJ DEJAILS FOR OEIJON j#2 FOR LIFE SAFETY SJORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CQNCRETE BLOCK STRUCTURES 1/4* 7APCON ANCHORS _ ___ '14" ANCHORS I " 7APC0N ANCHORS ,"' TAPC ANCHORS _ 0 - a 1 ­­,,(4 � __ L� . 9 I 0 S* OC 1 F.Ls , � I I ,, , �! �­ �, � I I L � I=% ; - I$) I , I i I ! 1=116� I � I I I I I ! � I iI � TAPCON O.C. . a ii, Dec. 0 9 O.C. POURED CONCRETE. OF CONCRETE BLOCK REQUIRED I 31 POURED CONCRETE OR CONCRETE BLOM RwRm � W. ; 3/12" WINE; NUT ASHIE 0 12 1/1' OC - - I : ,a Xt Ex CIA f ,'4 ,i. I H- I . P_ I I I - !"". TAPCON ANCHORS 0 4 1/2- OC (STAGGERED W/ SMJO) ''pouRm COKII OR CONCRETE BLOCK REOUTRED WALL MOUHUNG INSTALLATION AECIM-M 0 UVIM PANEL SCALE 3/8-.1 - 114* II q"___ , — I I E_D.* I : - I - ,­ :� i i,- =% , -a I I 9. 6' i r, ,/,.-,�;;-:-!- . d :4, NUT IT ____ , 6 19. 4 I , I - ----I- I 1 I I ro L�40915 LiC TAPCON AM STAGGERED W/ STAID) - OURED GIONCIECIT OR CONCRETE BLOCK REQUIRED ( ? SCALE 3/8--1 SEE SHM IS If 20 FOR ANCHORS TYPE * Ambm TYK %Av. I --- SPACING MR NOT&LAWNS WD WOW �— IAPw- FRAME BUILDING. Ri- mom CiAcime 0A) - �_ mwuw ANCHOR, BMWs "O "'MLW ,-;.-;—.- i� 4") 3 EDGE IISTAINCIC Atit *41311ATEII ON nes SCHEXtE FOR Lft LESS INAN INDICATED ON M.RNW F.-��;W-,;-i­ SCHUXAS REDUCE ANCHOR SPACING 01 MULTIPLYING SPACING SHOWN ON SCHEDULE A%K m ma on"00 MAIN! BY THE FOU4wwO FACTORS, FOR THIS Opawm to BE POSSIBLE. REGACED ,-I .- - - SPACING OSW&D USING SHALL HOT __ ! 1A, - - OF LESS TIM MINA" VACING AlDrATED -- 140- FOR EACH VKNOR TYPE ON PQ5 SCHEDULE Y-1, II t 'Ir I - - FACTOR � 11 POURED CONCRETE POURED CAM, 11 OR CONCRETE � CRETE BLOCK `REQUIRED, i -1 OR Cownc;Im, I F-C : IOLOOK REQUIRED I i- 1/4' I/4* , , , , I I I I I I I r, f 6, 6, 6, 6, 6, &A��* � I I I _ -1 -, ­ � x GLASS : � GLASS 1 1 G, A I I a 9 , . , I � L §! I . . I . I A : � . a S. 9 � I I sl I/.-.--,- S , , I �I it I it � : =.A - I � : w =- - 4 , � i I I I ! ! � I ­ I I , , - , . I /2' I- 1/4;.-52/ W/ I V_T/ ..3 ?' WING NUT WASHER _ _7 a., WNG NUT WASHER � �,-� 0 12 1/2 O�C (BEYOND) I � � ­ � __ _44- TAPCON ANCHORS -------- �/�, 4 1/2- OC. GAS a 4 1/2- Oz I POURED CONCRETE -_ PTAIAM CONCRETE OR CONORETIE BLOCK OR CCHICRM_ BLOCK REQUIRED WALL MOUKUNG INSTALLATION WALL INSTALLATION 21=19m 4A 48 0 REWILM PANEL 9 LIFE SAEE1 PANEL SCALF 3/e*-t' SCALE 3/4'-I' I _ -- - - INSTALLATION DEIAILS FOR OPTION #2 FOR LIFE SAFM PANEL SYSTEM INTO EXIK_IN WOOD STRUCIURES � -- 17- i- I '�, ill " I 4 DON *�j j14'o TAPco" a 61 D.C. - L , � , � -%, , - MIN. THREADED /,:�W I � 1 /".,.- I � , W/T 1/2 � L 1 A , I I �,� !�! PENETRNDON AT WON Ir � HEADER .1 1 , HEADER - . I , i . -11--;I - ),I I il � M... I + I : ' 7 I I I � Ac'. .' . L11 � � WOOD HEADER .1. I 2. T­_ -_ I I'TOOD HEADER ]11 , � - REQUIRED ­1 REQUIRED - � I ""' � I I I � . , . , I � :_�.�, VIT I - - i � tF7j f-14-Et .." mdI r'-d' , � I ! JLJ I �Lj'� I I I I NIT, SEPARATION i ; I I I ; , M %M , I � � EXISTING on soictut: I I I ON MITTET, ITD ; I i- 5E,AAA_ : I ! 'L, M­ CLASS -i I ! I 'L' M­ TO 91.1% [ ,- - 11 T- (six swcwmy . . � PANEL LENGTH - --- , - r, PANEL LENGTH ON SHEET 16) I (SEE NOTE I BELOW) 1/4-0-2W). I,- (SEE NOTE I BELOW) � I S�S. MS� Iiv , .=2_1 T 1! I : x . , . , . ; __ - - __ i /32 __ 6. i �_,: I , , I I � I I � i , I I I ,f - - i I I � i 1 4_ I . - I _11--l-, I I I ! 1:1 i I q "j� . a . I i I 4 ; ,27 J-71--f%;� I - - - I I u!�� 11, I — I 11�= I i - .���� ED I- - r I: - '( _�,; * E. 111-1, f I 2*,4" WOOD PLATE ?/&'* w 3/32' WING NUT I 1 1 7/8'0 . 3/32' WING NUT 0 6 r.4' WOW _PLATE� WASHER 0 (BEYOND) REOLIONEDWASHIL 1/4* O.C. REDUAIRD I #14-10 PANIELVATE PLUS . 9 6 1/4' W/I ilk t, - � v ,6- " 0, At-�n,TET PU,6s- THREADED PENORAPON 'I � AT MJDWIOM4 Of PLATE1A, , AT MIOWtETIH OF PLATE , WALL INSIALIA11ON u"XIATOURON", WAL M9119INQ ISUALIATION 0 REQUILAR PANEL 40,.,,%v,N- QiP2,i, 2 LIEE ZA=, PANEL 11 �, 1. , " I/ - . I-. SCALE vs- I, � ��., "��E . Nse**%. S, SCALE 3/6"�i FLORIDA BUILDI 0 CODE (High Veim"y Zone) � � , N U911; N = 02020 wl= INC. 20 PA14EL FY = * , DRAWN ITT 1. INSTALLATIONS ONLY VAUD F04 SUiLDINGS WITH &S.D. DESIGN LOADS : * ,--, .. * 1 - = * � I Up TO .56-5. -72.0 UP TO W-13' T ���,A_�, i"Inlim � ' PROTECTION PRODUCTS, LLC. am- Qt� - 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a% _3� .- S ATE � ­ &4)1z_%��11 Z 11LIEC0.7 GLOBAL UICC &.1 51 , ()ij�, _ - � PINE NO 2. W/ SPECIFIC DENSMY OF BS!, OR =1,1 __ �� -- -i; I N ____ =1_* ==m4Az%1._. , O�Nft-16.% TAX; (934TRO-M7 20-176 ,�.,-,S,s "" W_ ,� .., -, UNIT A-Z � P., (Nek ­ / N . CA-OM719 , n. 400, It', I� - H =- ,A.,, FULT .." - V, A 11 ,� � ! CN`"K"` I I v ` a ``/'., US W1�',2V1'.. MS ACN EURD ONIG ETO ULIG OR G TAP , �'' A. WDDO I .._.-i Min. i Ni i 7 T I _ O.C. MIN. THREADED PENETRATION I I MIN, iNt Hurricane GAGE GALVANIZED STEEL STORM ARE Psi AND PANEL'S, LENGTH ....... STREET EQUAL , owz�l w'A SWUL FL P.F. IL451ALLATION DETAILS INTQ EXISTING STRUCTURES - tL* �TAPC N ANCHORS J,I4' TAPCO ANCHORS IV V D.C. . 4-9* oc I I " POURED CONCRETE POURED CONCRETE OQN�Cfm'm _ -;, -1 OR CONCRETE REQUIRED - REQUIRED I I --"-,: : 1 1/4, 1 - * � I I 1, D ... i / : I . EOA ,Jj,"._,:: I 1" - - I , I I I CONT, ! . � - = ,f, I -a- TC I - CD �_ - 111J 7 � . ! - (z ! I - 'fe - I . � - . I I I � ! I � I - m I ! El � 1 r I A I I -, , , 1117,N � i , * � i _� � ; I I� ". I r - , I : ./0� - - , � . * - ,a. I . I � 0 ; I I ! I . i : � 1, __ � . 11 ;: i, � ? - 11 ! I - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ ­­­f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V­3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A­�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'­tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.­ZO71 p..J) __ - ­N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _­Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw­ -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L­ L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591­ 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- -­ ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.­. ,- & __ a ­ - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1­all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, ­�­, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i ­ -_ I I I � L O-p_%N­0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � ­­­ - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 1111­1 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, ­ MI.- MPA W I- ft. 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J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC ­­ _ I I - " L ­­­­ -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L ­ 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 ­44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- ­ 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I ��� ��%. STATE OF ." 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ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I ­ If ­111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ­­ ­ ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � ­ 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "­--�­T - " - - ­ - , I I - __7 '��7-� ?-I fi* X -v ­AiNiir-p� ­­­­jj­­­_j ­_ I-- ­-_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_,­ :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--­%-f­- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H 1 F.Ls , � I I ,, , �! �­ �, � I I L � I=% ; - I$) I , I i I ! 1=116� I � I I I I I ! � I iI � TAPCON O.C. . a ii, Dec. 0 9 O.C. POURED CONCRETE. OF CONCRETE BLOCK REQUIRED I 31 POURED CONCRETE OR CONCRETE BLOM RwRm � W. ; 3/12" WINE; NUT ASHIE 0 12 1/1' OC - - I : ,a Xt Ex CIA f ,'4 ,i. I H- I . P_ I I I - !"". TAPCON ANCHORS 0 4 1/2- OC (STAGGERED W/ SMJO) ''pouRm COKII OR CONCRETE BLOCK REOUTRED WALL MOUHUNG INSTALLATION AECIM-M 0 UVIM PANEL SCALE 3/8-.1 - 114* II q"___ , — I I E_D.* I : - I - ,­ :� i i,- =% , -a I I 9. 6' i r, ,/,.-,�;;-:-!- . d :4, NUT IT ____ , 6 19. 4 I , I - ----I- I 1 I I ro L�40915 LiC TAPCON AM STAGGERED W/ STAID) - OURED GIONCIECIT OR CONCRETE BLOCK REQUIRED ( ? SCALE 3/8--1 SEE SHM IS If 20 FOR ANCHORS TYPE * Ambm TYK %Av. I --- SPACING MR NOT&LAWNS WD WOW �— IAPw- FRAME BUILDING. Ri- mom CiAcime 0A) - �_ mwuw ANCHOR, BMWs "O "'MLW ,-;.-;—.- i� 4") 3 EDGE IISTAINCIC Atit *41311ATEII ON nes SCHEXtE FOR Lft LESS INAN INDICATED ON M.RNW F.-��;W-,;-i­ SCHUXAS REDUCE ANCHOR SPACING 01 MULTIPLYING SPACING SHOWN ON SCHEDULE A%K m ma on"00 MAIN! BY THE FOU4wwO FACTORS, FOR THIS Opawm to BE POSSIBLE. REGACED ,-I .- - - SPACING OSW&D USING SHALL HOT __ ! 1A, - - OF LESS TIM MINA" VACING AlDrATED -- 140- FOR EACH VKNOR TYPE ON PQ5 SCHEDULE Y-1, II t 'Ir I - - FACTOR � 11 POURED CONCRETE POURED CAM, 11 OR CONCRETE � CRETE BLOCK `REQUIRED, i -1 OR Cownc;Im, I F-C : IOLOOK REQUIRED I i- 1/4' I/4* , , , , I I I I I I I r, f 6, 6, 6, 6, 6, &A��* � I I I _ -1 -, ­ � x GLASS : � GLASS 1 1 G, A I I a 9 , . , I � L §! I . . I . I A : � . a S. 9 � I I sl I/.-.--,- S , , I �I it I it � : =.A - I � : w =- - 4 , � i I I I ! ! � I ­ I I , , - , . I /2' I- 1/4;.-52/ W/ I V_T/ ..3 ?' WING NUT WASHER _ _7 a., WNG NUT WASHER � �,-� 0 12 1/2 O�C (BEYOND) I � � ­ � __ _44- TAPCON ANCHORS -------- �/�, 4 1/2- OC. GAS a 4 1/2- Oz I POURED CONCRETE -_ PTAIAM CONCRETE OR CONORETIE BLOCK OR CCHICRM_ BLOCK REQUIRED WALL MOUKUNG INSTALLATION WALL INSTALLATION 21=19m 4A 48 0 REWILM PANEL 9 LIFE SAEE1 PANEL SCALF 3/e*-t' SCALE 3/4'-I' I _ -- - - INSTALLATION DEIAILS FOR OPTION #2 FOR LIFE SAFM PANEL SYSTEM INTO EXIK_IN WOOD STRUCIURES � -- 17- i- I '�, ill " I 4 DON *�j j14'o TAPco" a 61 D.C. - L , � , � -%, , - MIN. THREADED /,:�W I � 1 /".,.- I � , W/T 1/2 � L 1 A , I I �,� !�! PENETRNDON AT WON Ir � HEADER .1 1 , HEADER - . I , i . -11--;I - ),I I il � M... I + I : ' 7 I I I � Ac'. .' . L11 � � WOOD HEADER .1. I 2. T­_ -_ I I'TOOD HEADER ]11 , � - REQUIRED ­1 REQUIRED - � I ""' � I I I � . , . , I � :_�.�, VIT I - - i � tF7j f-14-Et .." mdI r'-d' , � I ! JLJ I �Lj'� I I I I NIT, SEPARATION i ; I I I ; , M %M , I � � EXISTING on soictut: I I I ON MITTET, ITD ; I i- 5E,AAA_ : I ! 'L, M­ CLASS -i I ! I 'L' M­ TO 91.1% [ ,- - 11 T- (six swcwmy . . � PANEL LENGTH - --- , - r, PANEL LENGTH ON SHEET 16) I (SEE NOTE I BELOW) 1/4-0-2W). I,- (SEE NOTE I BELOW) � I S�S. MS� Iiv , .=2_1 T 1! I : x . , . , . ; __ - - __ i /32 __ 6. i �_,: I , , I I � I I � i , I I I ,f - - i I I � i 1 4_ I . - I _11--l-, I I I ! 1:1 i I q "j� . a . I i I 4 ; ,27 J-71--f%;� I - - - I I u!�� 11, I — I 11�= I i - .���� ED I- - r I: - '( _�,; * E. 111-1, f I 2*,4" WOOD PLATE ?/&'* w 3/32' WING NUT I 1 1 7/8'0 . 3/32' WING NUT 0 6 r.4' WOW _PLATE� WASHER 0 (BEYOND) REOLIONEDWASHIL 1/4* O.C. REDUAIRD I #14-10 PANIELVATE PLUS . 9 6 1/4' W/I ilk t, - � v ,6- " 0, At-�n,TET PU,6s- THREADED PENORAPON 'I � AT MJDWIOM4 Of PLATE1A, , AT MIOWtETIH OF PLATE , WALL INSIALIA11ON u"XIATOURON", WAL M9119INQ ISUALIATION 0 REQUILAR PANEL 40,.,,%v,N- QiP2,i, 2 LIEE ZA=, PANEL 11 �, 1. , " I/ - . I-. SCALE vs- I, � ��., "��E . Nse**%. S, SCALE 3/6"�i FLORIDA BUILDI 0 CODE (High Veim"y Zone) � � , N U911; N = 02020 wl= INC. 20 PA14EL FY = * , DRAWN ITT 1. INSTALLATIONS ONLY VAUD F04 SUiLDINGS WITH &S.D. DESIGN LOADS : * ,--, .. * 1 - = * � I Up TO .56-5. -72.0 UP TO W-13' T ���,A_�, i"Inlim � ' PROTECTION PRODUCTS, LLC. am- Qt� - 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a% _3� .- S ATE � ­ &4)1z_%��11 Z 11LIEC0.7 GLOBAL UICC &.1 51 , ()ij�, _ - � PINE NO 2. W/ SPECIFIC DENSMY OF BS!, OR =1,1 __ �� -- -i; I N ____ =1_* ==m4Az%1._. , O�Nft-16.% TAX; (934TRO-M7 20-176 ,�.,-,S,s "" W_ ,� .., -, UNIT A-Z � P., (Nek ­ / N . CA-OM719 , n. 400, It', I� - H =- ,A.,, FULT .." - V, A 11 ,� � ! CN`"K"` I I v ` a ``/'., US W1�',2V1'.. MS ACN EURD ONIG ETO ULIG OR G TAP , �'' A. WDDO I .._.-i Min. i Ni i 7 T I _ O.C. MIN. THREADED PENETRATION I I MIN, iNt Hurricane GAGE GALVANIZED STEEL STORM ARE Psi AND PANEL'S, LENGTH ....... STREET EQUAL , owz�l w'A SWUL FL P.F. IL451ALLATION DETAILS INTQ EXISTING STRUCTURES - tL* �TAPC N ANCHORS J,I4' TAPCO ANCHORS IV V D.C. . 4-9* oc I I " POURED CONCRETE POURED CONCRETE OQN�Cfm'm _ -;, -1 OR CONCRETE REQUIRED - REQUIRED I I --"-,: : 1 1/4, 1 - * � I I 1, D ... i / : I . EOA ,Jj,"._,:: I 1" - - I , I I I CONT, ! . � - = ,f, I -a- TC I - CD �_ - 111J 7 � . ! - (z ! I - 'fe - I . � - . I I I � ! I � I - m I ! El � 1 r I A I I -, , , 1117,N � i , * � i _� � ; I I� ". I r - , I : ./0� - - , � . * - ,a. I . I � 0 ; I I ! I . i : � 1, __ � . 11 ;: i, � ? - 11 ! I - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ ­­­f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V­3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A­�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'­tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.­ZO71 p..J) __ - ­N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _­Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw­ -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L­ L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591­ 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- -­ ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.­. ,- & __ a ­ - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1­all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, ­�­, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i ­ -_ I I I � L O-p_%N­0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � ­­­ - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 1111­1 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, ­ MI.- MPA W I- ft. 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J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC ­­ _ I I - " L ­­­­ -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L ­ 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 ­44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- ­ 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I ��� ��%. STATE OF ." 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ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I ­ If ­111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ­­ ­ ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � ­ 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "­--�­T - " - - ­ - , I I - __7 '��7-� ?-I fi* X -v ­AiNiir-p� ­­­­jj­­­_j ­_ I-- ­-_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. 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Ri- mom CiAcime 0A) - �_ mwuw ANCHOR, BMWs "O "'MLW ,-;.-;—.- i� 4") 3 EDGE IISTAINCIC Atit *41311ATEII ON nes SCHEXtE FOR Lft LESS INAN INDICATED ON M.RNW F.-��;W-,;-i­ SCHUXAS REDUCE ANCHOR SPACING 01 MULTIPLYING SPACING SHOWN ON SCHEDULE A%K m ma on"00 MAIN! BY THE FOU4wwO FACTORS, FOR THIS Opawm to BE POSSIBLE. REGACED ,-I .- - - SPACING OSW&D USING SHALL HOT __ ! 1A, - - OF LESS TIM MINA" VACING AlDrATED -- 140- FOR EACH VKNOR TYPE ON PQ5 SCHEDULE Y-1, II t 'Ir I - - FACTOR � 11 POURED CONCRETE POURED CAM, 11 OR CONCRETE � CRETE BLOCK `REQUIRED, i -1 OR Cownc;Im, I F-C : IOLOOK REQUIRED I i- 1/4' I/4* , , , , I I I I I I I r, f 6, 6, 6, 6, 6, &A��* � I I I _ -1 -, ­ � x GLASS : � GLASS 1 1 G, A I I a 9 , . , I � L §! I . . I . I A : � . a S. 9 � I I sl I/.-.--,- S , , I �I it I it � : =.A - I � : w =- - 4 , � i I I I ! ! � I ­ I I , , - , . I /2' I- 1/4;.-52/ W/ I V_T/ ..3 ?' WING NUT WASHER _ _7 a., WNG NUT WASHER � �,-� 0 12 1/2 O�C (BEYOND) I � � ­ � __ _44- TAPCON ANCHORS -------- �/�, 4 1/2- OC. GAS a 4 1/2- Oz I POURED CONCRETE -_ PTAIAM CONCRETE OR CONORETIE BLOCK OR CCHICRM_ BLOCK REQUIRED WALL MOUKUNG INSTALLATION WALL INSTALLATION 21=19m 4A 48 0 REWILM PANEL 9 LIFE SAEE1 PANEL SCALF 3/e*-t' SCALE 3/4'-I' I _ -- - - INSTALLATION DEIAILS FOR OPTION #2 FOR LIFE SAFM PANEL SYSTEM INTO EXIK_IN WOOD STRUCIURES � -- 17- i- I '�, ill " I 4 DON *�j j14'o TAPco" a 61 D.C. - L , � , � -%, , - MIN. THREADED /,:�W I � 1 /".,.- I � , W/T 1/2 � L 1 A , I I �,� !�! PENETRNDON AT WON Ir � HEADER .1 1 , HEADER - . I , i . -11--;I - ),I I il � M... I + I : ' 7 I I I � Ac'. .' . L11 � � WOOD HEADER .1. I 2. T­_ -_ I I'TOOD HEADER ]11 , � - REQUIRED ­1 REQUIRED - � I ""' � I I I � . , . , I � :_�.�, VIT I - - i � tF7j f-14-Et .." mdI r'-d' , � I ! JLJ I �Lj'� I I I I NIT, SEPARATION i ; I I I ; , M %M , I � � EXISTING on soictut: I I I ON MITTET, ITD ; I i- 5E,AAA_ : I ! 'L, M­ CLASS -i I ! I 'L' M­ TO 91.1% [ ,- - 11 T- (six swcwmy . . � PANEL LENGTH - --- , - r, PANEL LENGTH ON SHEET 16) I (SEE NOTE I BELOW) 1/4-0-2W). I,- (SEE NOTE I BELOW) � I S�S. MS� Iiv , .=2_1 T 1! I : x . , . , . ; __ - - __ i /32 __ 6. i �_,: I , , I I � I I � i , I I I ,f - - i I I � i 1 4_ I . - I _11--l-, I I I ! 1:1 i I q "j� . a . I i I 4 ; ,27 J-71--f%;� I - - - I I u!�� 11, I — I 11�= I i - .���� ED I- - r I: - '( _�,; * E. 111-1, f I 2*,4" WOOD PLATE ?/&'* w 3/32' WING NUT I 1 1 7/8'0 . 3/32' WING NUT 0 6 r.4' WOW _PLATE� WASHER 0 (BEYOND) REOLIONEDWASHIL 1/4* O.C. REDUAIRD I #14-10 PANIELVATE PLUS . 9 6 1/4' W/I ilk t, - � v ,6- " 0, At-�n,TET PU,6s- THREADED PENORAPON 'I � AT MJDWIOM4 Of PLATE1A, , AT MIOWtETIH OF PLATE , WALL INSIALIA11ON u"XIATOURON", WAL M9119INQ ISUALIATION 0 REQUILAR PANEL 40,.,,%v,N- QiP2,i, 2 LIEE ZA=, PANEL 11 �, 1. , " I/ - . I-. SCALE vs- I, � ��., "��E . Nse**%. S, SCALE 3/6"�i FLORIDA BUILDI 0 CODE (High Veim"y Zone) � � , N U911; N = 02020 wl= INC. 20 PA14EL FY = * , DRAWN ITT 1. INSTALLATIONS ONLY VAUD F04 SUiLDINGS WITH &S.D. DESIGN LOADS : * ,--, .. * 1 - = * � I Up TO .56-5. -72.0 UP TO W-13' T ���,A_�, i"Inlim � ' PROTECTION PRODUCTS, LLC. am- Qt� - 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a% _3� .- S ATE � ­ &4)1z_%��11 Z 11LIEC0.7 GLOBAL UICC &.1 51 , ()ij�, _ - � PINE NO 2. W/ SPECIFIC DENSMY OF BS!, OR =1,1 __ �� -- -i; I N ____ =1_* ==m4Az%1._. , O�Nft-16.% TAX; (934TRO-M7 20-176 ,�.,-,S,s "" W_ ,� .., -, UNIT A-Z � P., (Nek ­ / N . CA-OM719 , n. 400, It', I� - H =- ,A.,, FULT .." - V, A 11 ,� � ! CN`"K"` I I v ` a ``/'., US W1�',2V1'.. MS ACN EURD ONIG ETO ULIG OR G TAP , �'' A. WDDO I .._.-i Min. i Ni i 7 T I _ O.C. MIN. THREADED PENETRATION I I MIN, iNt Hurricane GAGE GALVANIZED STEEL STORM ARE Psi AND PANEL'S, LENGTH ....... STREET EQUAL , owz�l w'A SWUL FL P.F. IL451ALLATION DETAILS INTQ EXISTING STRUCTURES - tL* �TAPC N ANCHORS J,I4' TAPCO ANCHORS IV V D.C. . 4-9* oc I I " POURED CONCRETE POURED CONCRETE OQN�Cfm'm _ -;, -1 OR CONCRETE REQUIRED - REQUIRED I I --"-,: : 1 1/4, 1 - * � I I 1, D ... i / : I . EOA ,Jj,"._,:: I 1" - - I , I I I CONT, ! . � - = ,f, I -a- TC I - CD �_ - 111J 7 � . ! - (z ! I - 'fe - I . � - . I I I � ! I � I - m I ! El � 1 r I A I I -, , , 1117,N � i , * � i _� � ; I I� ". I r - , I : ./0� - - , � . * - ,a. I . I � 0 ; I I ! I . i : � 1, __ � . 11 ;: i, � ? - 11 ! I - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ ­­­f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V­3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A­�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'­tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.­ZO71 p..J) __ - ­N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _­Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw­ -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L­ L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591­ 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- -­ ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.­. ,- & __ a ­ - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1­all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, ­�­, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i ­ -_ I I I � L O-p_%N­0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � ­­­ - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 1111­1 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, ­ MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC ­­ _ I I - " L ­­­­ -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L ­ 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 ­44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- ­ 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I ��� ��%. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ­ ORO. ft : & , � ------- � S-1 04,., :11 ­­ I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; ­_ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ �­ `­1 ,, ,w .., - — � ... O�NRHI EAP ­ -" _. - FKa A 0 ...... 1- . - ­CIA1 - - ­ .1-1.1 �` , F � F �_e_ � 1 ��­._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I ­ If ­111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ­­ ­ ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � ­ 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "­--�­T - " - - ­ - , I I - __7 '��7-� ?-I fi* X -v ­AiNiir-p� ­­­­jj­­­_j ­_ I-- ­-_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_,­ :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--­%-f­- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H I _ -- - - INSTALLATION DEIAILS FOR OPTION #2 FOR LIFE SAFM PANEL SYSTEM INTO EXIK_IN WOOD STRUCIURES � -- 17- i- I '�, ill " I 4 DON *�j j14'o TAPco" a 61 D.C. - L , � , � -%, , - MIN. THREADED /,:�W I � 1 /".,.- I � , W/T 1/2 � L 1 A , I I �,� !�! PENETRNDON AT WON Ir � HEADER .1 1 , HEADER - . I , i . -11--;I - ),I I il � M... I + I : ' 7 I I I � Ac'. .' . L11 � � WOOD HEADER .1. I 2. T­_ -_ I I'TOOD HEADER ]11 , � - REQUIRED ­1 REQUIRED - � I ""' � I I I � . , . , I � :_�.�, VIT I - - i � tF7j f-14-Et .." mdI r'-d' , � I ! JLJ I �Lj'� I I I I NIT, SEPARATION i ; I I I ; , M %M , I � � EXISTING on soictut: I I I ON MITTET, ITD ; I i- 5E,AAA_ : I ! 'L, M­ CLASS -i I ! I 'L' M­ TO 91.1% [ ,- - 11 T- (six swcwmy . . � PANEL LENGTH - --- , - r, PANEL LENGTH ON SHEET 16) I (SEE NOTE I BELOW) 1/4-0-2W). I,- (SEE NOTE I BELOW) � I S�S. MS� Iiv , .=2_1 T 1! I : x . , . , . ; __ - - __ i /32 __ 6. i �_,: I , , I I � I I � i , I I I ,f - - i I I � i 1 4_ I . - I _11--l-, I I I ! 1:1 i I q "j� . a . I i I 4 ; ,27 J-71--f%;� I - - - I I u!�� 11, I — I 11�= I i - .���� ED I- - r I: - '( _�,; * E. 111-1, f I 2*,4" WOOD PLATE ?/&'* w 3/32' WING NUT I 1 1 7/8'0 . 3/32' WING NUT 0 6 r.4' WOW _PLATE� WASHER 0 (BEYOND) REOLIONEDWASHIL 1/4* O.C. REDUAIRD I #14-10 PANIELVATE PLUS . 9 6 1/4' W/I ilk t, - � v ,6- " 0, At-�n,TET PU,6s- THREADED PENORAPON 'I � AT MJDWIOM4 Of PLATE1A, , AT MIOWtETIH OF PLATE , WALL INSIALIA11ON u"XIATOURON", WAL M9119INQ ISUALIATION 0 REQUILAR PANEL 40,.,,%v,N- QiP2,i, 2 LIEE ZA=, PANEL 11 �, 1. , " I/ - . I-. SCALE vs- I, � ��., "��E . Nse**%. S, SCALE 3/6"�i FLORIDA BUILDI 0 CODE (High Veim"y Zone) � � , N U911; N = 02020 wl= INC. 20 PA14EL FY = * , DRAWN ITT 1. INSTALLATIONS ONLY VAUD F04 SUiLDINGS WITH &S.D. DESIGN LOADS : * ,--, .. * 1 - = * � I Up TO .56-5. -72.0 UP TO W-13' T ���,A_�, i"Inlim � ' PROTECTION PRODUCTS, LLC. am- Qt� - 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a% _3� .- S ATE � ­ &4)1z_%��11 Z 11LIEC0.7 GLOBAL UICC &.1 51 , ()ij�, _ - � PINE NO 2. W/ SPECIFIC DENSMY OF BS!, OR =1,1 __ �� -- -i; I N ____ =1_* ==m4Az%1._. , O�Nft-16.% TAX; (934TRO-M7 20-176 ,�.,-,S,s "" W_ ,� .., -, UNIT A-Z � P., (Nek ­ / N . CA-OM719 , n. 400, It', I� - H =- ,A.,, FULT .." - V, A 11 ,� � ! CN`"K"` I I v ` a ``/'., US W1�',2V1'.. MS ACN EURD ONIG ETO ULIG OR G TAP , �'' A. WDDO I .._.-i Min. i Ni i 7 T I _ O.C. MIN. THREADED PENETRATION I I MIN, iNt Hurricane GAGE GALVANIZED STEEL STORM ARE Psi AND PANEL'S, LENGTH ....... STREET EQUAL , owz�l w'A SWUL FL P.F. IL451ALLATION DETAILS INTQ EXISTING STRUCTURES - tL* �TAPC N ANCHORS J,I4' TAPCO ANCHORS IV V D.C. . 4-9* oc I I " POURED CONCRETE POURED CONCRETE OQN�Cfm'm _ -;, -1 OR CONCRETE REQUIRED - REQUIRED I I --"-,: : 1 1/4, 1 - * � I I 1, D ... i / : I . EOA ,Jj,"._,:: I 1" - - I , I I I CONT, ! . � - = ,f, I -a- TC I - CD �_ - 111J 7 � . ! - (z ! I - 'fe - I . � - . I I I � ! I � I - m I ! El � 1 r I A I I -, , , 1117,N � i , * � i _� � ; I I� ". I r - , I : ./0� - - , � . * - ,a. I . I � 0 ; I I ! I . i : � 1, __ � . 11 ;: i, � ? - 11 ! I - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ ­­­f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V­3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A­�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'­tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.­ZO71 p..J) __ - ­N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _­Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw­ -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L­ L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591­ 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- -­ ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.­. ,- & __ a ­ - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1­all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, ­�­, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i ­ -_ I I I � L O-p_%N­0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � ­­­ - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 1111­1 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, ­ MI.- MPA W I- ft. 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J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC ­­ _ I I - " L ­­­­ -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L ­ 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 ­44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- ­ 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I ��� ��%. STATE OF ." 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ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I ­ If ­111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ­­ ­ ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � ­ 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "­--�­T - " - - ­ - , I I - __7 '��7-� ?-I fi* X -v ­AiNiir-p� ­­­­jj­­­_j ­_ I-- ­-_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_,­ :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--­%-f­- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H - .FOR _QMQN_2 FOR LIFE SAFETY STORM PANEL SYSTEM .�OURED CONCRETE OR CONCRETE BLOCK ° - i_. Mae I '_ I I I - io`o PANEMAIT PLUS W/ ­­­f ;:; 0� NER : a a ,,2� WING NUT *Ar POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL AMULLATION M SECTION 5A 2 RLQVW MEL SCALE 3/9,-I,, MOUNTING 1 5�4t, . _1__ , I - 'i , 1$4-)O fr PANELMATE PWS Wl - -- - 'fle's . z/,%-,,* *INS NUT WS'I m".G) POURED CONCRETE OR CONCRETE BLOCII REQUIRED WALL M TING INSTALL&TION SB 9- UEE PANEL E.D. SHOWN ON . FOR EACH ANCHOR TYPE — , OTES F-7 H&b& MM EA= I I E-Z HANG STORM PANEL S"DWN On T84S PRODUCT EVALUATION DOCUMENT (P,E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, IT MINIMUM EMBEDM04T OF TAPCON ANCHORS AND CONCRETE ACCORDANCE WITH THE 2 -N ANCHORS SHALL BE I$ 7/8- INTO CONCRETE, INTO ANY FINISH MATERIAL SHALL BE PERMITTM FOR A DIRECTMONAUTY FACTOR Kd-O.ft, USING ASrE 7-16 AND WUL NOT EXCEED TH&VIMUM &ID) 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH (SHOULD ANY FINISH MATERIAL EXIST) 70 DESIGN PAMURE RA /4- INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CDNDM0m, ULTIMATE DESIGN WIND LOADS DE"MINED PER ASCE 7-16 SHALL Of FIRST REDUCED TO kS.D. OESIDN WIND LOADS BY MULTIPLYING THEM BY 0-5 IN ORDER TO j IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAE. (A-S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHAU_ HE AS WENTIONED IN 8.1) AND IN 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON NIS P.E.D AS TESTED WERE NOT MR STRESSED, A -',Z% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR ANNYSIS, FASTENERS SPACING TO WOW HAS MEN OETERMINEID IN ACCORDANCE WITH SHALL OF INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IIAPACT AND FATIGUr RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Dr THE ABOVE CODE AS PER FENESTRATION TESTING LABORATORY, INC, REPORT j 2032, AS PROTOCOLS TAS-201, I I IT SHALL BE THE RESPONSIBILITY OF THE C014TRACtIOR TO VERIFY THE SOUNDNESS OF T14E STRUCTURE VMERE SHUTTER TAS--202 N4D TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHIORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK , ACCEISSING THE OPENING FROM THE ee� 2, T141S SYSTEM PAS BEEN DESIGNED TO BE INSTALLE,U ON NE OUTSIDE Or T44E OPEWNr OR WOOD FRAME BUILDINGS, INSIDE W/D THE USE OF A LADDER OR UF`f -THIS APPLICA70N IS VALID WHEN INSTAUANON IS INTENDED TO BE PERFORMED L2 THE INSTALLATION CONTRACTOR 15 TO SEAL/CALI 4117p, FROM THE INSIDE Or STRUCTURE. _K ALL SLICES WHICH REMAIN IN CON71NUOWS CONTACT WITH TIHC BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS, ALL AROUND FULL 3. SERIES IWO DIST, ALLATION IS APPLICABLE TO STINCILL AND DOUBLE 4. PERFORMED I -Rom THC INSIDE OF STRUC71RE 13 STORM PANEL INSTALLAXION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAW04 PLUS MY BUILDINC AND ZONNC e 4. SERIES 200 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNIC AND HORIZONI-k SuDIFT6, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M do RMALLATION S REOUIRED TO INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT PETOIING. 5. ALL ALUMINUM EXTRUSIONS TO BE 606?,-TS ALLOY AND TEMPER (UNILM OTHERWISE NOTEW 15 III) THIS PRODUCT EVALUATION DOCUMENT (P,E,D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PACwDE INFORMATION 'OR A SITE SPECIFIC PRCJLCT THE SITE CONDITIONS MINTS FROM ITHE PiFO & ALL ALUMINUM SHEET METAL USED At CLOSUREIC SHALL HAVE 3105-HI ALLOY. I4) 'TOP , 71ION, PURCHASE AND IN T 0 INCLUDI G LIFE OF CONTRAL , 0 RE RESPONSIBLE FOR THE SJULEC S AUAD N N THE CONDITIONS DETAILED ON DESIGNATION W/Fy DOCUMENT COSTRUCTION SAFETY AT SITE IS THE CONITRACTOWS RESPONSIBILITY. 8 ALL RE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE 0,014WERED INVALID IF WCOFIEO. 5WIS W/ 50 IPI; TOD STRENGTH AND SO I.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA RU4,I)INC CORE SECTION 241 L,3 3 4 (it) SITE SPECIFIC PROJECM SHALL BE PREPARED 8v A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH wLL 9. BOTTS TO BE ASTAI A-307 GALVANIZED S7--L. OR AISI 304 (E.O.W) FOR THE PRWECT AND WHO Wl� RE RESPONSIBLE vOR THE NWft-R USE OF THE P.E,D, ENGINEER OF RECORD, ACTING A25 A DELEGATED ENGNEER TO THE ENGINEER, SMALL 10 ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWIW,S FOR RLVEW (A) M_URMW,EQMBM,"1UffETF (.) THIS P E.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4!'O iAPCON ANCHORS AS MANUFACTULMED BY ITV BUILDEX. INC. ( V-3192 0*1) RECORD THAT PREPARED IT : 1/4' 0 X 718- CALK -IN ANCHORS, AS NMAUFAMRED BY DEWALT INC, (WAL fc.3PDO p-I.) - 014-10 PANELMATIE FEMALE ID aL RkNELMATE PWS HMI AS MAIRLAACTUPED BY ELCO CONSEJftXnuTK PRODUCTS le. STORM PANEL MANL)FACTUREP�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN (V­3350 P.3) ACCORDANCE WRY SECTION 1709.0�3 OF FLORIDA INUILDNO CODE ONE LABEL SK44 BE PLACED FOR MAY OPENING LABELING TO COMPLY WTTH ION 1709,9,2 OF THE 91MOA BUILDING CORE, ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS IN70 POURED CONCRETE BE I 31C AND I' MR PANELMATE FEMALE 10 , . RANELMATE PLUS, A2) MINIMUM EMBEDMENT OF T14*o V 7/5' CALX-IN ANCHORS SHAL-I K IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED 1/4- 0-20 SS SIDEWAAX BOLTS USED SHALL BE LONG ENOwH(SHOULD ANY FINISH MATERIAL EAST) to ENGAGE 3/4 . RMO ANCHORS '01VIINNiN," A­�) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POUND ON THE EXISTING WALL / - OR ,;,�" ;, �1� N $ # �..�CENS,�� , FLOW ANCHORS; SHALL BF, LONG ENOVCH TO REACH THE MINN -STRUCTURE Bimml) SUCH PANELS, , , , RE AS MENTRIED IN A. 1) AND 114 A,2), 1* F S_ Z*. No. 44167 '. z (0) T,Q_ExwA1I_Q_wft;fim_"L_ft1 - - 1/4' 4 TAPCON ANCHORS AS MANUFAVILIRED BY ITW BUIUDEX, INC FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - �/4 . 0 X 7/8- CALK -IN ANCHORS, AS MANWPACTURED BY OEWALT JAC fif'­tSOO pe Q , .1 -F Q . Pic. S 'I. - 0 �10 PANSUAKIt FEMALE ID AND PANEIMATr PLUS ANCHORS, AS MANUFALTURED BY ELCO CONSTRUCTION 11-1 Az STORM PANEL I GAZ,� PRODUCTS t'.­ZO71 p..J) __ - ­N I—.-.-- �� A. L, I I 1 07/2./_ , , GLOBAL PROTECTION PRODUC LLC. __ mm , J L ECO its. \ Am SO. 61 srAm - Z /, .. TE!'"Re A r"InTal"d ZFW—my D-� PL 3331- - - - - PROW- 04,91160-F6.5, Fm; 0")IRK-ew 1 20-176 . ... .... - _11-N-A. . =02"0- ___1 op"I'm K., P4 SEA&,P�T ,tIATF tA-M87's — �" i M j , idi!!" � =_ z V,91!1� , - - - I tt -_--t--j�- - I ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _­Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw­ -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L­ L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591­ 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- -­ ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) I ,, 'r L_ - I - - ...... , F-M F"___\ - \ 'A Cn _11-0 I � I/t,­.- .L o, - �,I) -_ � �� p , � -1 A � - I �­, I . 11— " 11t ; 1 If ill I 0.4"In 11". - L \ — I (D 1 .075, Sao i-"',,N-J�Iz��, - - T "L' " i I I __ -1 i t " I 1 1 1 i 1 --04- , I I ­4D (D IIED _� �__ -- L 1 14-11 !I T [ I I . I I I I Wn T" Q � I I W1.1 \ I , - YPI Im I "I - 1 1,�50' - � 1,po- P, 1 1 1 !L!4 1 1 F'j- ! , I i7 !!! i ! I 1 !I 111 T -1 I , . . - 6 -_ ­$' , r-- �--05 =7N, F�� ,'NAII CfmXA_ 14 ---,- _- , I I 1, ii � I I : I I ; ! I I �j I YOUMED j il I! 11 1 1 i ­__11 4­j -I- � ' -- --it I MR TMUI! LC_ ) I PARE.] � �� I " ' �?tr 2.74 . - T _�_ PAIiQ1 'IF P� � I III/ - I I I I- --- -_ , ,- fI I, / _� - C . 1 2-244' �1 � 2�500, j (D. P-Asal I (TAMAKA, PANEL) C-In ( -1 , , , No Ew I "I \ I , I I I * - - . : o 1 _1.1�3po"� -1.3po- - ! rr�­j � , i �L I i Tif - i : - i `� -I - (,I­'vw�e - � I F`�-;f: - -- " (D il#: �4-� , �=;�-.- ;= /"-�ZDG - I, .IS. I I ' I i N, � 1111" i, li, 111 ` 'T 1111 I I I R I I!kQ'? 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.­. ,- & __ a ­ - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1­all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, ­�­, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i ­ -_ I I I � L O-p_%N­0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � ­­­ - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 1111­1 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, ­ MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC ­­ _ I I - " L ­­­­ -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L ­ 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 ­44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- ­ 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I ��� ��%. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ­ ORO. ft : & , � ------- � S-1 04,., :11 ­­ I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; ­_ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ �­ `­1 ,, ,w .., - — � ... O�NRHI EAP ­ -" _. - FKa A 0 ...... 1- . - ­CIA1 - - ­ .1-1.1 �` , F � F �_e_ � 1 ��­._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I ­ If ­111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ­­ ­ ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � ­ 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "­--�­T - " - - ­ - , I I - __7 '��7-� ?-I fi* X -v ­AiNiir-p� ­­­­jj­­­_j ­_ I-- ­-_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_,­ :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--­%-f­- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H ' ( OUN SECTION SAFETY '10. UT4 SIFE SHM 19 III 20 MR ANCKORS TYPE & ANCHOM, Tim !1e i SI`ACING MR INSTAWATIVIS KM WOOD _—, "-- - FRAME BUILDING. `w, MINDY vlow 010 I I WORMUM ANICHM SP#0KGX *w .wv' - ___ _4_� EDGE DISONCE ARE WMWM ON INS 'e--- ��_t) __3___ 50im" FOR LISS MIAN "CATED � tI.-T "I..�V..(,A) 3 a V, SCHEDULE REDUCE ANCHOR SINC-IND Of MULMNLYOdI SPACING SCHEDULE Amft em am mocig FXCADR W THE FOLLOWING FACTORS. FOR MPS OPERATION TO OF POSSIBLE REDUCED - - - - , Y��- � 11 __ . - - SPACING ORTAM US*X FACTOR SHiAl NOT - BE LESS THAN 40AWAI SPACING WOVITED - -- --i AJIr I -1-I,: " 04 MOS SCRMLA -_ - __31-- 1 ". I ,,IIC __. - -- _____L`_/2*. - - - VALID GENERAL PANEUAAIE FEMALE 10 & PAMELMATE PLUS INTO 020 (7th EDFWN) OF THE FLORIDA BUILDING COM. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SHALL BE DE-FERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOL. 8.2) MINIMUM EMBEDMENT Of 1/4-- X 7/8' CALK FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SqtmtFS WILL ALLE No EMBEDMENT TIN GS INDICATED ON SHEETS 25 & 26. ENGAGE 3 83 BEHIND N.O.S. 2015- (C) ANCHORS MENTIONED SHUTTER COMPONENT HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED I" SL LENGTH. BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, • ;.. WHERE 4 SAFETY 7. ALL STEILSIGEV METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEV, AST A-65� GRADE 50 Mn.oGALVANIZED STEEL TH5 PRODUCT BASED ON THIS PEXL PROVICIED HIEI'SHIE DOES NOT DEMTA FROM r SO,5 ka', (AFTER ROLLED) THIS SCREWS TO . SERIES STAINLESS STEEL WF-H 38 kv MINIMUM VTOLD STRENGTH BECOME THE ENGINEER OF R,CORD P.E.D. MIN ANC SECT SHAH ANCHORAGE SHALL �t . ; 20 GAGE GALVANIZED STEEL ( PRODUCTS. ' i (1) CD r- U) _CU (L) -1-a 0 w ca. 0 2 a) 0 CL = C = .0 E — m 0 0 ,,-. im — CU 0 > . 0 CDL . = C0 < rnewN a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _­Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw­ -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L­ L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591­ 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- -­ ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.­. ,- & __ a ­ - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1­all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, ­�­, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i ­ -_ I I I � L O-p_%N­0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � ­­­ - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 1111­1 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, ­ MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC ­­ _ I I - " L ­­­­ -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L ­ 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 ­44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- ­ 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I ��� ��%. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ­ ORO. ft : & , � ------- � S-1 04,., :11 ­­ I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; ­_ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ �­ `­1 ,, ,w .., - — � ... O�NRHI EAP ­ -" _. - FKa A 0 ...... 1- . - ­CIA1 - - ­ .1-1.1 �` , F � F �_e_ � 1 ��­._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I ­ If ­111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ­­ ­ ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � ­ 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "­--�­T - " - - ­ - , I I - __7 '��7-� ?-I fi* X -v ­AiNiir-p� ­­­­jj­­­_j ­_ I-- ­-_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_,­ :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--­%-f­- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H a 4 COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _­Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw­ -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L­ L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591­ 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- -­ ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.­. ,- & __ a ­ - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1­all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, ­�­, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i ­ -_ I I I � L O-p_%N­0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � ­­­ - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 1111­1 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, ­ MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC ­­ _ I I - " L ­­­­ -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L ­ 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 ­44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- ­ 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I ��� ��%. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ­ ORO. ft : & , � ------- � S-1 04,., :11 ­­ I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; ­_ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ �­ `­1 ,, ,w .., - — � ... O�NRHI EAP ­ -" _. - FKa A 0 ...... 1- . - ­CIA1 - - ­ .1-1.1 �` , F � F �_e_ � 1 ��­._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I ­ If ­111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ­­ ­ ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � ­ 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "­--�­T - " - - ­ - , I I - __7 '��7-� ?-I fi* X -v ­AiNiir-p� ­­­­jj­­­_j ­_ I-- ­-_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_,­ :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--­%-f­- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H COMPONENTS FOR SERIES 2 & 1000 E-Z HANG STORM PANELS N/24 *4 Ism I'm 2 SEL011) (SCALE 1/2-i-) INUALLA119N DETAILS FOR �ERIES 2QQQ AND W00 E-Z HANG STORM 04,11 S_ V/24 14'/24 III, 4 0 fw�& (sa NOTE 2 W-W, � N. 2'/24�* 1 . /24 (sa NOTE j mov, 1) INTO POURED _­Z�SS1' - L- . 3' 0/00 v2_-_"�_SCw­ -, - - EANELC 0C. - .17. 1 17 W.. 0011"m Amom T T442r f,9 , ._. - L­ L - - --- - - - ,- - , ilso. v I . i I I SEE SECTICINS ON .1w " / � 1�-�_ I � (SEE SCHEDULE oN SKEET, 7 i ! V W.. -15,106- (TOTAL WIDTHI--- , -- 591­ 1�_, . I — � - QE,I I- I I I C;,K7 zw_______�, I- . r— - ,.I's ... =M , I - � MA ,_ q) PYA I ONK*VtW� _' MKC`Ka � - - -- -- -­ ' '' - I � (Irl mor PEET n) , -4,- CAX " reo, — I IFE --- I _� - --, j-2 =,/2. - 6 I - , I , :('�-j - - I I . I -1 .,,- L I I I \ 1, I tv", ..4 IN ".va .) 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SHEET 26 INITTERTOR PANE,_SL - I - I I 1 ,_ EYOF, ambo N 11 I" I - I - 'L i 1� 1 '250, "�_ - 9 : TO IAxG. a- - - i Wj .CmMED EDGE. . R" i ` - -I-- SEE ' � INERY oluw "I I �F.­. ,- & __ a ­ - ] , -3 f_2� OR (D -/ OR -/O@, (b IV— I ,,, I ot;I, 0, �� 4, el 1­all �"> -I ", I t ! COM, 0 TO RE INSTALLED A' EACH I ! x I - ; __ aw .- t! I C 11 I U) .Z�� - - - I , 1, ­�­, *D.na. I I AUNNIS BE PROVIDED W1 I < � FEAR I ,,� i ­ -_ I I I � L O-p_%N­0 &SAT.0.9 , .,Ns,= ;�r HANDLE TO FACILTATE I I _��--,,� , ,_,�� - t TYP" LEVATION FOR Am HANDLE I PACILVAIr INSTAUATI TYPIC& "Eml IQ 1 000 i : 1-1 f 9 § I 4 ! ,I I- j 1 ENDED TO OF IN I _I_ ''. I - I - MOE OF INSTAL `ACM E=Z , A ! I I IBO I . � ­­­ - -, -_ '/ /,�, p I I _11-0 1 , - 7 - _L___ 1111­1 I - _' ''D'2 - I I- I SCALE $/32* - I'--E scAwr v3r � 1, - . . I — , mw r 1* ; -A /_/' L HEMMED, , I ,_� , : I I if I I . I , _ I --rf I I", 3,750- 1' -1 ------- I-- I I -,-e�7g: :�% i j" 0 ;� I i If ; T tl 4Z- i , -A r /1, _. GAP I14, ­ MI.- MPA W I- ft. GAP ; . I I I I F I "I 0 -1, � I - - . I : I ;, i I I C, I 1I I .., �! I i.�- r131- - � - i I !I .1 1 P, i - N . ; = � I I ISOMETRIC VIEW DETAIL A Ow, 11 000 \-./ .1 " � . - jOr. �, -) \ ? ,,,, , \ /,I "O I I I z__ "__�A 1 I 11 I / i . I I , 0 1 � - ROUNDED CORNER 0 ENDS OF PANE_-'S 1 1 - -Qw, CA - CA). (2) 1 RATED L . / ,-I I I 2i -0 12S� I (D� ir 41 I : C zl,�,' 7 �, �fi f! - � �, , 11-11 �4 -Jr, I I I (D 1% I I � - 2, I 2. P� ; , - " ; �� , .,rj . � 6 ..... - , � i -1 a! J,i, 1_;_� � END LIP W/ HEMMED I I'l, 11' =�.. .11 L I' =MN I- "I/ I i I I "I" i i 0 I -1 , � WME I- , - I w^r.1/3r - 1, ," _ � :', 1 y__ -I- -, ./ -,, (NA.S) - I .1 - I L_ —j,zs, SECTION A- SCALE vw - I' Z k - ; ,_� - I . 11� ---tx -1 -L' mm RWIFKC ­­ _ I I - " L ­­­­ -f I - aim . - I %�� I � 1- (11 I , o , I I - ! -"'I".--- i I I 0). =KUO&_ff_5ERfE$_=: E - 2 HANG STORM PANEL SYSTEM CONSISTING, OF PANEL I I � L M. d1`15 .- , 1 5' III.'- -- NQRI TRACKS AT TOP A, PANEIMI PLUS OR 15' LONG I --I - r_1 I 1� I 1, " T T/.-r , L ­ 1--ve-we m n AP.; 3��" E�YNQUIA - ' - , I Kggmv 1, " � '. "_ 1 A .w1v, 0) STORM PANEL SYSTEM C0NSI$DNC OF PANEL , (r1f. [ ; - - - . _ _L ='M - _2,'�' 7T �, Z, BOTTOM W/ MANELA&ATES, i V,5 !'e'F - 1 ­44--to- :v'%#,/,-__,N- .- III ,,�,. �: *4 OT I I r0 VVII-AftV. E0 GO incusm 'i I �'. 404, i =01 Me I ,,, .- .. ,= SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR � I" A \ " I Mr 0 a) CP"I. TRACKS TOP & EIDT-rom. (2). END PANELS SHAILL ALWAYS n ,� . IWONINEC1�0 10 EXkNG` SILL WALL BY MEANS OF " � , ,I � PANELMATES (A IF Y W/ is LOW TRACK AT BOTTOM, END PANELS ,- 0". -� OW "I It It- - SHALL BE CO&A�STMO ' - kD7/t�7 )2- 1 . I =) L . .'ertin � I. —1 � � '1� 60 - - " `*`Kt U) "/ftA2 PROVIDED AT TOP OF SUCH PANELS. Q I /1 0 - L � -1 � ,,, I= -OKUI — m - Pe .. 6061-T6 Alum. ALLOY 5 IW/., 144=S2GU4�TVTAWP CPq AS IK, - Ts) 1 — (�) -r__I� (�) M, ",/- 2"W(Max.) ALUM, ANGLE WING 5 , ,��. -11 ,,wgm (�) (2) (ED PANELS IT,. / ,-- SHALL BE wuw� (3) IF SHALL CONSIST OF DMF LLC j 717 125' PW4^ W/ BTO,LiA .- ELOW). � 7/ OC�32` WING NUT OR I/M4*ftq3j4 III, TI�TUMISStRzw (3), FOR CASES W14EN END PANELS ARE USE MOUNTING INSL I BOTTOM TRACK IGN OF FASTENERS AT EITHER OF TWO EXTERIOR PLAT FLANGES OF END PANEL END PANELS m I 11 EGv,0%A;eT. T Ar I - 0 I I C-2-ML T. PROVIDED AT TOP OF SUCH PANELS, b " (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP RAN SCALE a/s." SECTION 31 SECTION 4' Is ELMATM ONE INTERIOR PANEL I 1 ___C8 " tmm�L SCALE 3/5-,- SCALE Ti/0-1- " rn (II) FOR INSTALLATIONS WH END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY I i --r—r—, 1 USINGms A MOUNTED TO EXISTING si- I ATTACHING BOTTOM TRACK TO WALL � — M IAX ,P, 4 "Vol-IZINIA" t 'APHA11"If .... NOICAT2TIONZIT(110) ABOVE N SUCH CONNECTION OF PANELS MAY EIL USED JOINTLY IN I SEE �_CITOAIL Z5 1 , - SI. BOTTOM TRACK MAY OCCUR AT ANY PANEL LOGAT*N / z,.x,rT W..P- . .1 IQ TWO PANEWATES FOLLOWING INGSHOWN ON ELEVATION AND W/ 11- � � 0 i . - - j V IYOUL ';I OF (p "",'�ICR , - Z�1--TRON 1% 3' & 4' ON SHEET 24- SEE ANCHOR SCHEDULE 04 SHEET 2t� W%; MOE CSTWANC& FOR THIST ON .*L-,, ...... , 05 SEE S � 4 - - "aiA KSGUR"No"' Fee ', ('� C ( �t� �% �� 0 NN CIED Est INTERIOR PANEL USED A . IFA NOT NEED BY ANY MEANS, TRACK NEVAULTVIN T" ON vel, 2 C ".., 1,0 G. 'TLYZ � im-LD A, I 1 7 1 1 5" (TYP.) ,uH1014111RIEN t C. "I 1.161, w k�j� Nq�t;;4!� �\ , -, T is I \�r% T, A...,Ely,,�-��I I s "k, A ONIERLAPS ArTAINEID BY = I ' - - � : -_ z No. 44167 , - L'�, !�� - - .. ----ca 1' —m-w& Ran FOR "miffam Or mm= I . , , , / t I , I 2 - : Ifp I 10 = *: 167 ---FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I I � I- -1 I -D 1 *: . = FLORIDA BUILDING CO Ur cone Zone) jQN..._` \YrIEN *%. FLORIDA IBUILD- ­ 1-1- V-1--ity Hurricane Zone) i < ,. ! - . � DE (High Velocity N ,P .. , TO * BOTTOM IWlqrftZ CAN OF = . i I I __ - : . - - � MIZae. w z iam TiLtrac. - i Cowsmv wa to SUIT - = - X`KaP` `XM`vF, - .7501-- C : z 1 z ' = MALIATION, i I to. ! si J-% . OF 20 GAGE GALVANIZED STEEL STORM PANEL - -' No. 4 167 -. - 20 GAGE GALVANIZED STEEL STORM i I I ��� ��%. STATE OF ." ' - 20 GAGE 09YANIZEO STEEL STORM PANEL I ;E 3- M...____j .* 4k, _- ­ ORO. ft : & , � ------- � S-1 04,., :11 ­­ I = r:L, r7.-----..-,--.--7 ,,-- OF DRAWII 0, , - - _ , = *: -KUL 1 . -, nc__ - - MIT: - SCAI.E,- 1/2' - 1* YIEW -7— Ums, LLC.1 0 I-t .. , - 4 GLOBAL PRODUCTS, LLC "'WU`t"` - I ME C 0 �... \ . S . . . . W , . . . . 6 7 , *'/ - Is 1. I . Ili, - --- __,I \ AUQ O..51 SMSE, --- 0 IN — \ GLOBAL PROTECTION PRODUCTS. Z70 I S -o'. STAT 0 .. C__ � / 111LIECO. - - - ,/'IT GLOBAL PROTECTION PROD .3�, .. z Li�E j EC � .m S.. 5 STREET � L_=;�__Ij :K, N� 3 46 CN�_ M. wll..)."", "LUT rcsTwo a EN"ttw"G COMPAtiv E. 0 "`1"H I 1 * LONG In 2�11-176. , " 7 ; ­_ A - ____ G__ PlImt. (95,0NN-7!H5, 1 'AP I m.>m-an, , / PKQNQ 20-176 _� ;; " ,, , " ;_Fa - ___ �­ `­1 ,, ,w .., - — � ... O�NRHI EAP ­ -" _. - FKa A 0 ...... 1- . - ­CIA1 - - ­ .1-1.1 �` , F � F �_e_ � 1 ��­._151'1"_` !f�ilt, I= AA)w ke543fift .�. A&" I'," 07 3"`W(Max.) ALUM. ANGLE T STOP BAR I- " 01310��'.�,__�__ 0 epic _A;6, �__ 1-11 —11, 1--Z .. , , -T5 AJum. ALLOY -I- . .z , -,- -Q;t-. I, � I - )- 20 175 < , , , , , 60" - ,,:, _ _, , , I., , , . .I. : iZ — I - I ­ If ­111,Ii;,�IY ck-ow, , - � !ffF�_.!� Ck-ODW19 — I - T !�� OPA.W . CA_CP0"jQ -;W- � , I DRIN94 N11 WALM A. I� I - -T. PA4 7 _j I h& I N121 .111,14 -dian.-L.-I -1-4 * -__ =__ - a- .&POR � IPUT J, PE . 141:411 STAL/mIATUREANIT � I �'� � -.---w-,-, 1 : �. _ - . - - I _ W. . . , _ I 4ML . I - 000 Q. 5 --------.-. - - - _-_� - -- - —2• CONCRETE OR GONGRETE -LOCK Kea . ' . - L __ 12.5GOO (Er CINE WIDTH)- ­­ ­ ----'--.-,--'- ! .._..._-6 1/4" 1 1_ _ � ­ 1 �250' C T. � ' t -_ 771 -1 : Iltgt. ; .-�- "T 2.637, 1 ! "­--�­T - " - - ­ - , I I - __7 '��7-� ?-I fi* X -v ­AiNiir-p� ­­­­jj­­­_j ­_ I-- ­-_- I ! � Tj so X ILI T. 'I,' - I - & /=/1 . a. PANEL. �`*. ar yt i � � I , SEE NOR Z I � I ! I INTERIOR , , 1 1 i I I , I SES NOTE 2 (� ' , I � �4r I �.!_ 11 fi'y . ... ... ] I TT111-r-11--l- I • . !.E,. I E �{.�,s TRACK. 15,E ; A 1�-_ -�``- .{MATE tfypREVERSED "h" TRACK . -�' . I �_,­ :� ANCHORS: Al - ,,.� WHALE wNEE s STRUCTURE `� 50- .� ' i2z" � 125* E-Z HANQ SIM EANEU IF w7vioc!) TOO INSIDE OF STRUCTURE. I 0 -1 -1 I #' =�_ r--­%-f­- � Y. -tom-. EDGE ---- p. a .,. s , AEFN=S_LO.F_5C=_=Q: E - 2 HANG .„A, -1 ..-_.� BELOW). ,�- ',� ENO PANELS ARE CONNECTED 10 FICTION TRACK. CONNECTOR MS, WALL MAY ARE NO COW - TRAP stop BAR, SECTION 1' SCALE 3/6NUT aR =,- EMR TO CEILING MOUNTING INS IMILD-OUT MOUNTING INST. BUT ONLY USED, T To ' PAWJLS,SHAUL BE CONNECTED TO BOTTOM TRACK WHEN CASE. 3 , ��^,.° 3 5 sHu��m Iml A111ACM PANLIJ-5 (6 E LEFT & RTGATI SIDE OF TFRIOR PANEL) HAVE __ NStc "'� Na. P IN ANY y ATE PROTECTION LLC. IL Or FL y .I — Aar." PANEL i'P' Pe. sr:N.✓Y,mutia+aJdATa. SHEET NO 1.2 , S H m�rYWiWW"011111111111,14-1[11.1ma� -s j4ff,n1T.7w(.r"wX j;`[z4*1a*j1I1jI�["JI 'I * 11), - - , 'I 110 =1 I'Lo-im�11*�lmi#lo�-YI&A,-�,.Ixvm�Tw.:4!0;11�ll-gf M-111 - LIPW_1*111 ., , IIIIIIIIIIIIIIIIIIIIIII __ I MAXIMUM ALS.G. I M­ PAN OCSING P �. MGMAUM SEPARATION � I PANEL I - I. RATING - PIT i RPST I_. TO GLASS CGINGENEN SECTIONS - - --- � .68. D� -7" I 70' OR LESS 2 9/1 ITT - ,a,- , 1 ___ - - - - 11,211, ", I & 3*w ---.Gb--t---= --- 1 O. -715.5 k ."W 9D UaD) Wjr�a%oj%3 Jan (4 I M �F&S. LAS. & WWONUT AT OVERLAP A, 4OX OP PANC LENGTH PANEL. M IMUM A,S.D. DESIGN PRESSM RATING JR.&J.) AND CORRESPONDING MAXIMUM ANCHO I SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUM A � i`y&WLghL)LFQR PAWL N�T�A-IDNS_&IM-ILOM__tL_rdBV.-K__IdFZ_ZlT,, MAXIMUM � 0. DESIGN MQUIALM ANCHORS SPACING FOR E. 0, - 3 1/2' - 1 APFUCAGUE TO SECTIONAS & PRESSURE MAXIMUM INGEL I TAPCO4S QN-K-In I PAINELPME FEMN.!E to PANEEMATE PLUS j ANY COMEII RATING cp.�'.) i L04TH -L D,) I TO CONCRETE BUZZ 1_10 � r-- - T� CONCRETE TO CONCRETE m 2 , TO CONCRETE -1 -1- Q, I !I NIA 1 12" N/A 12" N/A 12, N/A I - & 2' (TOP) - 1 I ""' if' ,.* I 10, I 3. 5' 4- __ 5. i 4. I S,R 20M A . 12, ,� �� 12- ,. 8* 6' 1. I - (OMOM) S, I. SERIES 1000 +� .S&G. -75.3 _.____. -t�`A­__�-!�/---� __,".. I , , A ; N/A __ NIA _ __ I I MIA - __ N/A ----'- ,- 12 I/Z- 11' 1 2. (SOFT - _____t_ 70' OR LESS 7- - 1 N/A 1 P 1/2' --I IIIIA 1 4 1/2- NIA --- I A 1/2" N/A 1 3. (TOP) 1 12" 1 N/A 12' N/A � �_�I�i �1� 3� BOTTOM) N/A I ( �:::::��::::�� - - - ___t� � __ - N/A 1 12' NIA 1 12' NIA 1 41 (TOP) 11 1 12- 1 V_ 1 12- 5 1/2- 1 12- 11' .,L__L2-___L _ 'I- 1 4' (BOTTOM) .1 _ i * LIMITED TO 56o p.s.f. A.SA DESIGN PRESSURE RATING & M SHEET 26 FOR ANCHORS TYPE J, SPACING FEW INS74ULIVIONS MO WOW FFAW ERGLO114 MINIMUM ANCHOR SPACINGS AND MINUUM EDGE DISTANCE PAT INOICATED ON THIS SCHEDULE, FOR ED LESS PAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING By MULTIPLYING SPACIM; SHOWN SCHEDULE BY THE POLLOW49 FACTORS FOR THIS OPOWIGN TO BE POSSIBLE, REDUCED SPACING OBTAINED US04 FAC SHALL NOT BE LESS THAN AVIAMUM $1NIGOIC INDICATE0 FOR EACH ANCHOR TYPE AT ANCHORS LEGEND . - J- , ANCHOR m - _,_M4� - ­v/4-! I _L/!!_t m _1/4�* , 1IMN001 m GRX,l. I ___ WI W� (-) 3 " ' A T ;;_�_� �A_ A 00- 4,.�L r,;-,-;;; N;" _1:7_:�___.,f_�77:::� i �'i, -.,2,-,-- F , OOK Ea Ps mvi FACTOR I ,/2-___ - - - - __ , --' L--_-_k_-J-__--� 20 __ ___ --i i�' i--- 4 _- . I "O - :_ ai-:U L_ 3 ";:_: - - - - - - - � I I � I I __ - -, - 1_11111� , I + REQUIRES -1 DISTANCE BETWEEN BOTTOM OF PANEL I AND (D TO BE 1/2' 1/2 ku-J, M.. rv, 1-0, ++ REQUORS FALA. OSANCE BETWEEN BOTTOM OF PANE, I I AND ID 10 K, Apr 3/16. 1 kt_r Md., BUILDING CODE EGULAF. LIFE SAFETY & E-Z HANG STQRM PANEL SYMMS (SCALE 1/2-I-) - - - - - - -,--- _ . I 1. 15.125- (TOTAL WIDTH) � _____ , __ - - � __ - - .. - - - - 2.187*- - -- - - - - I � � 1- - 1.350, - 50G,01,��. , , 1 - - -- -12,500- (EFFECTIVE WIDTH)-- � � --,--- - - - - -..---- "L - - - _ a Tj4, (TYP.) --- - - - 1,3�0, -, I - I I -_ T_. 1wr ­� - I.=* - I ) , 1.250' I I 1 �1.500- t - - 193, I � : : T 100' 1 3m, - 115*,*10=116 ,w4t� _ I Aw__ � I'll. - � ;14 vlt "' .125' _ I :I% I Ole, 1 i � ?to- I , %A, RE ftwesm) , .1 . " I , , �250 1 � �� � 1A 11 0,024' MAN. THICK - ,_ � . , _ 1, �� 1­__ - � 4 , " 3IS75, r , ,� , � I 1 \ , r - _7 -1je, I - 11 ,el , -- - I I H, L. iE nel,tr i t HEMMED . 7 GALVANIZEU WE L ,tI �', " 1 , 1. 164, , �E, "'I . . I EDGE \-/- ASTM, AM I I .08" TYP L 7 - I io. I I , __0 , I ,Is. A, Ax I I L 1 DETAIL A r . - - . 2. i 26' ZZF ­ _' - __ � ; I , _F L-,.,,,,. I ,livi I 1­ --- -- I I 48' - r " ----- ----- 1 '350._�j IORM PANEL _ 1-3w - -- - --- -- -] - �1 A-' I - _' I -1 I - .3 1 75' - -2.WO'- __ , - ,- , ��. P) - Iw,.� m I I PANELS SHALL BE UISTA,UUED ALWIAS FROM LEFT TO RIGHT W/ 1/2' LED AT END AT LEFT SIDE Of PANEL - 2-M7. -1 - - (�) W HEADER (�) 7- IMK (�) ANGLE WITH 9UP i 1 " . �,, , . FANIALS END LIP -, ,­� ,,- _.- I rrp, TOP EDGE 0,021" (W-) I -a FANE, GALVANIZED STEEL ..270' I I ­ - W/ HEWED EDGE "'I- ,,-' - , . , "I . ".05 '375, , "T ­ I 'AMOL . - �/ " / I � - "X' 1< I �, ,;�� 1-zl_ - - - - r - - I ,_�,,_ �':�,,<� I , '33, I - T- -�e �.,,,��`200- I -, , I I '� �� / __1, 7-, , i .3715- ffllufff 0,250-0 I - 2-59"------ ' 11 - /I .. " Ir _ - - ' 1 15.:� , HEMMEQ�, � , - I 11 i I , 1 -07' * 625^ 1 Q L�_ 0. 6 2,L") I -1- -, - - 1, a I � I 1 00.9701 1 1 . I . � 2,2W - " � � I i6m. I - _F 1� , " �`lil�7 _ I 0, . " PAWL (1:�) OR ,- ((Po ,.. I I I I , I ,� I, I 001 RIDDNEET) :ORNER 0 ENOS OF PAREL'S IL I END LIP W/ HEMMED EDGE. ­2378' - - (N�T S) , ;I --- - I sr � _1 I - M� -OW :. - I , - ( ) � � ,'CI52�_ "S' 1. "" ..'', .. ....... . . - ,'-,� � , , , - I .I 2�� "P. ScIrrom ! 3.750, 072' � 2-5001 � .091' �17- I OYP4 -0-+- (�) ,KE1 HOLE WHER 105-HI54 ALUM, ALLOY � (�) KEY HOLE AT EDGE of PAWID. pini&j PANE - ISE-7- � I-- I-- .. . I - j 2"24 __ - 750 ool, I I -413, - ,SBE SHEET 6 FOR A, - , IS I I-, LIMITATIONS IT SUOEYE UNGn i Its INTO, ONLY VAUD FOR INSITALLATED 1 i I 1 � - I 250' 1 37,,i . l�) SLJEEW 2 1/8* I - I ,- '125' (rTP.) , A, ,� -- WOCID STREICTVRES I -7.1--k -.1 !- -.19:3- -, MAX, UNKH . I 1 2.000' - 2. .. I I . , 7- �- _ 2,5.8-- - __ - - , F-I Ta . � a5o'o ) cc 125* i (INN.), L_ --- - 1000' I 1 L ,I ,5o. - 2w* I , - - . (�) RM *H' HEADER OS "U' 14EADER I I cryp ) - I - _ . - I* MIN. .0 5* M... ----- - __ - (8 SLEEYE 1* MAX, - 2.000'- - H. I wq�i @ AWAL (B "ALIRAU 9 mm-AAHM a47 I ­ : 6. 7,_ � - - 3.000, -�i ,-- . 4- , 00. --- -­ i I- ,2 � ­ ��50- `­- - I - - j 175 � 1082" I 17- __ ., I � I ----- - _ � min " - _i� . I - I S�l "MMENIMAN, , " ,,,,� P­ T14DS, ,g��; ­-­, 61''k (USE , . 1- .Sz:�X, -`*� -T- . �'.Efilj�'-!�% � .1 S - g�_` j .* .. . - No. 44167 *. 0_1L4!_m1w ONLY FOR E-Z HANG STORM PANEL SYSTEM) 5063-76 AIUM� ALLOY 1 rLORt A BUILDING CODE (Non High Velocity Hurricane Zone� I.It 4"' 114 � ,' Ow! 'P � , So Z � I I X) �, I g, AIN 0 0 ,I-- 1.1 lq� 123- ,'. ,,� ;-MIN 0 C, A I I ..- I. - ,-- - 1, ___ A­tf­­ __ " s --- * :*3 - - F.P. - = If o .MO moNKI, __ , - ' - 24 04GE GALVANIZED STEEL STORM PANEL - . WAN of, k, � , I 1. I I , , 10 Mo) � ,_ 050,­�- I - � --SEE SECTIONS -1 ­ I t f�. - 2,000- ___ i- , I S, _2()1�7 I % 0._ ITAII � _ , 50, S___-� .2, �� , - - MIN �� _ _ � _� . _ _ _ _ , , , ;� , 1 � C ? _ ILC� =M�c.. — . "17/lumv GLOBAL PROTECTION PRODUCTS, U. mT'- MI sm. S, AtTm (j� aWL2=QI1j_!C (R RUIL11-OUT NEW TRACK 9 & 031 WARIEREQ "" VANGNUT AAA______ - Fee ­1 . XIM .-=6'771- =, 1. O`AC P­ I (AIH)6w_.?`F` 2.-175 "-I".. � , PHONE [A�"9-75ft INOU� __ _ 1�. I - I - I TRACK ANQ I QAMAC 3 ALLOY) . I= laj I , ,. I .. ...- 4.i ±z ='=_111 . or L. 1"] - I _____ -----------------I INSTALLATION DETAILS FOR REGULAR P&N_") INIO POURED CQNCRETE OR CONCRETE R=K SIRUCTURES I I ALTERNATELCONCRETE _PRLHORS OCATION I CONCRETE ANCHORS _ (SEE SCHEDULE C04 EXISTING POURED COINCRETE (SEE SCHEDULE ON EtanNo POURED CONCRETE- SHEETS 9 THROUGH 10) OR OONCRTM BLOCK 54EETS 9 THROUGH 10) DR CONCRETE BLOCK REQURCD. ­­i REOUR.G. --�,* ALTERNATE LEG ,.;�f,-t,.:. I I --- f D, ; , OCATION CONCRETE ANCHORS �'­ ' EXISTING P RED /-L "REDUIRED _ , * E�DULE ON ,�,­-',,�,'�- -, CONCRETE �­ I I I 1-,,--.' �� SMISZC�. .A­fcp� I �2_) � - ,��,, "'I"T112111-1- ; " _;��Z,111 j � 1 I 41 @ __ - — - - , - , b - Eo- .-----;= Wl - I ------ �, '12. ""' � �� "I #1/4- -��,-�-T`�,�', '/.��,- L�z ­­W, NUT ­ ­ - - _ , - MAX - , CONCRETE ANCHORS -- - I 1* ­ , 0 12 14?- 0,A, ,,�,.��, - - MAX - I � I : I (SEE SCHEDULE ON' � __ - ,,��,;, 1 In- I . - I __ - - - � ;- �v �. - I � I ! SHEETS 9 T.ROUCH 103 t ,� Ae 11=2ell. " �� I gi i �, I I - I I - 1 I �z I -v M.. I , "d 0 M14P VA � � (� E�. T �__",��'�,T; S4 � � �` - ; PANEL I I '_ 1z , I I I I LENGTH C �,��','-',,`? I � �1­ I o, I � (SEE SCHEDLU I&Ts� __Cs� , /I IITT��, I k : � - I ON 0) 4 11 1�1, i , I I 'G.M. 1 C, ; FOR 5SPH&I4 11 I �4 T III SCHEDULE _��/1�11 " A ,L, : I, . L t , " It .7 1%. i I TO GLASS, ON SHEETS - k�, , � - (Sa SCHEDULE : ,./,­ * 9 1 [n 1-11' � ea BAT AMID. 1 Awk SEPARMOR TO CLASS , i;�� 9 & to w I sr� , UNCEP, .,_ . L , M., ISEE SCHEDULE ON - 1 1 in.-," I ON SHEET -1) I A, P, SPACER ;vq - , I- If I I � , - 140 I I ­k -1 A LOW " LIMA% 't" Mo., I A �_ I v k wnn_ � PANEL LENGTH I SHEET 31, f , AT ,A . I I I i I I C --- - I - - if I - -, I ; (SEE SCHEDULL .1� UNION, vmm ".4*) PAN L LENITH , ,A.. t : ON SHEET, 3) 1 1 1 � (SEE SCHEDULE i -11 - UVD` "") I - -� I ,I EIZIIN I 1, I I 1, i 1-­ m1l"i SEpAPATIGN ON SHEET 3) i ,I � . " --- --- ­11 TO GLASS� I . I - ----- - _J�, I [ ( DI 1_ --i 1____11­_­1­. ­ ­ , ­_ I (SEE SCHEDULE --.-- __ , r- __ - - - __�A, - - " I so� -1 J '� 'I OF _L I T ON SHEET 3) I I : I OF L. I - �'� . ,a I if MAJF, 7777T,7777 � MAX, I I (P I .c�_ - � �;:"!. I- I i I : f " '� � 4_, 11 I i 777 SPACER : 50% : C4) 4 1 - ��: , I I 1 1 D _4 - - - L I ED �,�, -, - - " LENGTH OF 1' : 'f 04 , e_ I . 12 1/2- OLD. �-. ,,­� 112 1 - _- �"- MAX , " I ., " 1 t _t= , - I e 3 4 - . , . � i ,_-_� I ( " I '. - IT" == CONCRETE ANCHORS, -,""'t * .c - � ,It I !L__1_ ____ I I I'.,V. :�11_ CONCRETE ANCHORS , T_ ! I ` ' ­ I 1 _4�4�� _L__9 I i I � �`-­ � � � ,, � � , � 41 ExISTING POUREP­�­'­_�'L I �� (SEE SO,EDULE ON "," �� (SEE SO IEDULE ON --- G " _ THROUGH To) 2 I/O- LONG VAX. ALUMINUM CONCRETE �:­,��,,_,, �. 1:1 I 1. � SkEETS 9 THROUGH 10) SHEETS � - . R . " : � ij, " I - �_111_ "', �� �,'-_, Eau or WALL OR SLAB , I, � FOR COURET, ;�� -T' -1 SPACERS le 6 .C. (ALT. CONDITION) � ,-,-,,, � � ., _g"ING POURED CONCRETE ALL DESIGN LOX'AD PVAIJO - No MEL � : EXISTING POURED CONCRETE PER SHEET 3. I - � �0 CONCRETE BLOCK LENGTHS CONCRETE ANCHORS , .. OR CONCRETE BLOCK REQUIRED. __ (SEE SCHEDULE ON - _ r D.:� 11 - ACQUIRED _-A I' MAX LOKI ALUMINUM SPACERS 0 I Oc. TABLE ON , - (SEE 01 SHEETS 9 THROUGH 10) . - 2 1/2- SHEETS g & 10,) GUILING AND FLOOR MOUNTING 191 OM MOUNTING WALL MOUNTIN DIRER ,MOUN,j W/SPACELS-a-" 'I j W%79 590ON sc,jx I/8.1- -5 SCALE 3/8-1, � I o"'I'lHIN'T ........ """'wil, A...!� ;;N. 1 $,:Iil�_,. "' - - 11 I I'llse'-, V ,% . \�r_ ,�-- . - . - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I.'* o, 44167 * 1 0ol m�. - r�. , 24 GAGE GALVANIZED STEEL STORM PANEL OMAN 91 " = * -, * I * i I . : = " . - <��, - I - 07/v/m ED. - EDGE DISTANCE i I% STATE W.L=_ ____ - " 11LIECOm L PROTECTION PRODUCTS, LLC. 0�1 - - ; ON _1� , 7 (SEE SCHEDULE TUP & BGTTOMI MOUNTINGS CAN BE .. '-;r- :i:�' �UUJT TVSTING A CHGfNtE"CLL_A GLOBA ARX) $1. 51 s7en SHEETS 9 & 10) COMBINED IN ANY WAY TO SOFT ANY �'/`5�- MW_- - - - M -Mr,, - - - "Y" � `U"H`E,,,,n,, 20-175 05 L LKA) All-, F. � ( -NIn' )6ft-NA& FAl: k ,,KH,, . INSTALLATION, -It"'r, V I lk�_111 , - - ____1 OR-OWC NAT - - _Tz;�W_;"Ir 11-0=119 . - 4 .. I --I - I - - . "it I WALIT A. Twr - PS , I AS -N. IPADAR . I - I - i- �: � Z� Z�2 � , rNININ no GA Ek, IT A4167 =_L__2j L------ - I I - -1 - -_ ___ INSTALLATION DETAIL_$ fQ8 SERIE5 2000 & 1000 E-Z HANG STORM -PANEL-1 INTO EX1.5TING W_OOD___SjB R VSJ_U� - ll;7�� 7:177�7 ,/.-. jA,, SO a t, 0,; I I I 7t77 F RE-5 W/ - I - - ----- --- - � - - i . .� . � I ,I , 7, � I ", 1 1/2 .1, I-M-ADED PENETRATION - -..* *,ElOo __ , � 44 - I3) ... 2 I 1 - __ I � /... LAG WI a 8- Q t ./ ,� - - 1. _T11 EN6`WK; wow TENNEP ,� I I � HEM" WOUILIED !/4-0.1A& SERENTS 0 4- 0�1 W/ , - �, I _,� I - - THKADEE, PrArR.m. � ��i . � . � l all, CA ON ME 1 12 MU, TEREADED PINC1111" � 21T , '/2 1 , - - - ,�i - ­'. �", -TO CnsTN" Wom -EADEP x i I , � _____(D4 C �1 #11". S.A., � �[� - - � -TD U05111 .01- YFA5E�_ __ �� I - . 1 4 I , " . 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I I - 6 - __NOTE I* =_ I 1, - � ­ELSLNE2 ) �Pov,� , ON krow.tn I -- 0j T-1 , IS I '. i - 7 9/16, Nil. I ,,,_,O'v,. 5 ",I 0­20N3 �' CS) - i f - - ,,, ., M, SC / I .... - - - Al ll SEPNEVION � 0 *0.3'12' I 11=114ill " ""`**­ , TO GLASS ,,,,,.�,,� � "IT - I IN - i i - � - - FE 9 ,� a i T , - � I .., TO CLASS � � NUT I __�s 12 0, I �_,D%/iP% 'VLA, WERLAP a - 7 qa� Lo, " 9 � i EVERY 1,11"W �4 1_1�­ - - - I - ­W1410011- i I _� 4, I , IT - i I . 1/4,­2041,I, _ To IAAAS. :/- '1.-_2wt,I- 6 I, G I � tt/�6* U., i � 0 A L M,xs�v I. 4,g . - SEPARATION - 7 .a 1i YANG .§ '. - --"- , I I I * - - ----I- - I 10 MAT, EVERY OWRLAF I:T �� F&W oAm" i At I � ­ - ­ ­­ i I 1 , I / - I �� I t I - I o I . I I � 'I I .- 1 1 . __ � - . I d I : I f­ I ;� I - I .. 2 � . I 1 d � I . � . : � . I I ,I '� �, � I 7_ I I ,9§ , N . I F I . I 9 I I� I �- �, I i! * 1 P _. 7;� 1 , 1 , � C� L 1 , I . : � ji - -1 I " ; � � I !;i * z 1. , , 4 t'�, A ,- j i -_ I . 1 I I � I 1 � f I & IF �, i - ,� 9 I - , - : I v i i %�� I , � H . . 1 I" � 1 1 Q-_ I ­ , E, i i j .j ? I "L f� I I �/';_ — T 1`_ ] . -1 1 r I �v I . , , J- - -, I �tj - I I , T i )-I � � .T I Ll - I I I � . *1 ­1 , - , __ . I --- I - � il 1 �, � -? 1 ] " "I I , ,11 �, P _11_­� AI �11 , �� ` I - W/ l - ­�! I I i __Ln___J, I,- -ME,MATE ISTAULE I0 I I - - /.A'1-��!�/.' M 1 � j , \4�4'. " . 21 , , I � NUT -, I . � � ,/1VCLwATt PLUS A/ �, - - � � I W, "REAM j-�­2W/,- IAS .. 11__��, T- L - - I s ­1 ;( , - i I I 1-1 � , - lin, I 'AN - / 19*l1*/i/;!; � � , .93;UIP'NOTE ,A ofVIVI - �' I J .Iwl" - - I _ , I� ... .,m 12 t/2' 0 C 11 I 0, [ , .. I , � v I,N-L w A n1l - , � " � - ­ I � , � ;� . ". ws SO IX , ` I /� �*�; " "Im � ", !�­`N­ I, L ; ATEWRIM, I ,, .1 - - , �,'/ ", : � 1, � �� TIX ,,�, ., 1�.­.16-E-.-. O.q - , Q­ , : j, , FLAT M ON 1 - " - 7!_:'�' �. 'L � - ' P'K`U 'I' P THUM , I I 1-11 U6 L'tljl'� ' ' E `V' -�, -, ;� ; , lg:�'-,40,Ol.' N_%L W/ 1/8**.it/3�' -1, I ... 1.111AT1011 Q, 11#�. . � � � �I C� - SCRE'S I I �� I pi -�/...�L,.,O SCREAS 4 I;� C A � . I - , oc A/ \... 111;1rIA.`E,,S=1zf1 'PE I IHOAUAI10h 01"I"S , T " I _, , 0 �QWMN Of PLATt "S"NATON =JG2) �11.4' , 1 __21 , I/; W� ,HRO." ,, � T�, (14. ""`;_ i PLATE RECLAIM 2"W ALIERHATIYE WOW LATE EW .1- q _ .I, 2,,, WOOD 6 MOUNTINQ FLAT R EDGE I � RAY. OR � EDU WALE 1�4-. I- I � . i PLATE AMOLAWT, FLAT � � ,&JaRhI[il� I "W - � ­ 11 - : I I - AUU_-_QUT L, tOUNIINg SCALE I/,*-,,, 'Eta .1 . :1 I - R - T -- - Q V-1- IN G MOUNTJN9 IN AUAIION _N=1 - , I - .-, ALTERNATIVE 4"W I WSTAL-14TICK-S AREL ONLY VkM 'OR SUkOI.GS WTIN ISO, DESlGN �QAJTII I - I-. I OUALLARON SCALE ,/,--I. U. -1 �660, _75�! W Aqb PANEL's DEMON UP To 5,-,O, 9 � ,. , ""E11--l", "W - - � N. Tiz NATIVE 3 I si.: ,,,L��A - � --- , FAN , 1!4--- 2 FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBEFISi I, BE SOUTI1,FR. � . , , , , ­� I __ pl� N�, 2. W/ S-Ecq� DENS" OF O-55 OR EQUAL , , - , R' \ k�_, I - I ,,Iii� . 1. 2 ��_ I se 11;PF'_ , - FLORIDA BUILDING CODE (High Velocity Hur 'Core zons)l Lm 'A : No� 4 I ', = �. I 'I �, 4164 . = 20 GAGE GALVANIZED SIM STORM PANEL 14, XIO FT,�=" OP I or �11 AT FOP, AS T � ..I "I S`Ycl _ TFELAS ON ,�� IMM E *,� - * i .-NON G, ( WE'" As =1 - � O" * = I *1 ,-I- I �_31 __ IMLIB"" I ,N, PS E � 10,50 - "W INST"EAT" Irpf I- -Ft, E S-01- STIAT OF6C.;*�� _-- -- I � c,/wF,-,N,,a --d -_ - - ::.- -- G I . ,� 7 �, LOBAL PROTECTION PRODUCTS, LLC. OFTE 'ItOF -� -- ­ / fillizol, .-L-m- I . - �:, , - 14C Tell ,IA si ANTUD 11 Q,Wk. ft =11 � ALIMM EMR mm_sawl� I _F�l ��,�,,;�,� .. .. - _=11M., ­,��; ... I� -.1, - A 20 -176 __ CCN­__ IN - ,,,v ", , , ,.-.- I. ­­ 10� & BOTTOM wo,"InOs=.... IN ANY Qwb I, L, (TAN Aft-rWE TILL; OAM)MV,T4n, �Z�iolfl . - CAN W&T I" 1 BUIT ANT INSTAIV110H SILALL 1,14- . I' I 41, I; 17--i NOTE SFNToA MAE- NOT S,OWN -'DR cjVOT'r I# E, Iwoo ,� -,,,,t�,,", V�KFEE�, __ I- - !!!L " - - CAA� - - _____ 3k� � I 10m 2* . A% � - - , , I I Flumiii �= � . '41I.F ; ." __ - MAXIMUM PANEL LENGTH "L+' OR %-" (ft.) 0 WX%" ASA CONCRETE & wow MICH PRICSSURC pArNG INSTALTATIONS t (P "t) 0 or -) - - L+ IJ7 12�0* 121-0* _20.0 — 1 114LO fr_�7_ - 111-81- - ztao___ - I 0,-o- , Iv-q-_ ___]Iii3_ __;07__)_e_ 1�� #ao - .,�::.;W� __� -'I,:- �o __;w _i--- ___;�_� ­­�a-0--_­;��_1 _____ ­i__40 __ ---.-,?.-- - . 11 _____wo­__­_ � _�______1F'__7'_ 60.0 IP. _,� - -8 7'-7* __e�_ ------ 6�i`G7­ __ 8:_;;; - - - _i;_i�;_ ____ 70:F--- -T-e �_­ - _i:__io� ­_15 so. a ­2�_4!1-- 11-1p, - _­ ,7----- __ aiLo-_ __7�� - - i7l_v - !av_____ --$-I_ -, ,-ii�_,;:_ --.-- � --- ­­1­1 _±L�__ __2�_,±:_ _J�._n__ _____�CGv____ 10.5.0 _J:L,�_ W-1, _2L��__ 5.-9. —TT05— ___ --S'-7-* - _­11TA-0- _____,__11_6.__ L—LLY e - S-5 J*j 4 ' 31 * 4 ----------------- -"- ",", - ­ - � ___ It, gwmwvwljlm&jsugawl��� A, � MAXIMUM PANEL LENGTH "L+' OR "L-' (ft.) 0 I,-,---- MAXIMUM A.5-0, __ -, _ CONCRETE A, WOOD DESIGN I RESSO RATING; - RE TuST&LATPOLS t tp.,f) (+ ., -) - L+ - ,--L----- .V# W-4, rx-O, ­ zl�__­ _12—'-10' -11—,-7, 30.0 ?T'-a' IQ.-7- - 'IF ­;0= ".-9- -- - --- ��__ - ", 40.0 --7-'--- 6" — ­ 9 -2; — WO - 9'-t- ­ -81,:;: __ W-7- - ­87- - - - - 2. - - - - . �:_s --- __�O­ .67- . _. - - ____ li ____S�ko - ____ cELO _ �, 8'-O' _ - - ?'-S' - __ ,&�____ ­­ __�I_e. _­� - _i. 1-1 --- 1_;,O:T__­ __ _­;.�'. ­ _.___­__ FV-W __5i_v__ _____ i'___?'__ - __tT - 7,__1n_ __��,_,____ ---L--5:- ___!n_0___ Sao __._L_�, e-S, _._�:__�:__ IF-11 95-0 _­__ __6;__;7_ __­i;__T1_. , _$ �__ `C,_ , - '00,�_­ - ­__L�­ S, 7 10.0 - 6 .-j . - ____ - 1­_ - MIC - - - __iL_i� s'-I' _____7115_0__ -, _- ­ ­4 �� "F,;';_- . - MINIMUM SEPARATION, TO GLASS SCHEDULE - MMIMUM PANEL LENGTH W04D SPEED 4 170 m.p.h 1 WIND SPEED > 170 -pt, I (In) UNRESTRAINED I RESTRAINED JUNRESoNED I RESTRAINFO 30 OR LESS I . 1. I F- I 6 1/4- �35 70 90 ____ __T '. 17 7 1/2- j__j.L1V __ �90 TO 145 - '. 1. 1 7 1/2- t 7 1/2- , , 1 >145 70 IrA31 �_ I' - �_�_11__ � LL:1 whimAlIM PA,Mrl I rNnTI4 An% FOR A, rGIVIEN IJIOUNTING CONDITION I I ___ __ 1.51XI 5 'r TRACK ",",= DIRECT W *U1 i STILL) Ir ANGLE MOUNT HEADER HEADS 1 � N ANGLE - ,=�, CTMS - DIRECT UNT____ - As. 32* '. 35* w ST. 50" - __�;7_ 7- 4i ,5,xA,v STELO ANGLE 35, , - ____ 32. � 32 , I 2.- 38. __L TFA�K___ _(ST __ ";;- _. w - .r 32� 1 32. 42 - 67 SO. So. -i 7T ;-7t`q'L.-'a _— SO- 1 3 i I- �'. - 2- 1 32- 1 - -;--:- w--- , , . - ST. MM-OUT 17, TEAM (�) A? SPE ____t .- - '. I I S2, 1 m- , - �_�_j -1 - ,1 ___� _J10.2/4 '. MAX ANCHORS (SEE SCHEDULE ON ". SHEETS 2, To WI) _ - ,. iLm=­ ___ - __ - __ -..-- - - - 6 0 FFI �_,� I-,-,- -T,-1 - -f-rl" --- I , 1/4 3/4, 4/5, 5/5 & 6/5 1�76, 2W/6, 5W/7 & 4W/7 ___ ___ . __ _. --- _,1 MAX - I " WIN 7 0 - 0 --- i �I-7-7-1--I-I i I , , 1 1 � 1 1 1 1 1 1 �_b) � U-1 or `45 i i ! i i i I i I i I I I , I 1 1 � � I I � � , i T i I i I a � IA , I I I - � � � 1- 1, � U s i l I i I I 11 1 i I I I 1 I I j , T I T � I � I . - � - - -_ � , 1, J - i --- I- .­ - - __ - L_t _1 i , I L _ � - - - . � I " -1 - I � -, 11 -­ - - -1 I I- 11 I . _+__,____­ , ­ 1� 1 ! � I I - i , - i -1 � , I - -- + - �- ! - i -T- , A , � � I I I - - ,- � I ' I I � I -_ rt , + I I - � - - I � I 1 - _1 -1 1 I - - A i I -II(A; I 1 - j I 'r I "� I I I I I I 1 � `1w I I . 9 � I I � I I ­t- � � . I I - - l I j '4A - i - - 1 1 1 - 1 _�_ i- - - - i �, . UNBOLTED PANELS ) 1 - ,,, i , i I " I BOLTED PANELS W/ dl atl��EBEAP � i , , i , , � I . . ,2 I (SEE SECTIONS AS I I , � I ss. NITS BaT w/ ., � t I 1 i 1 1 , I z I APPLICABLE) I I I ; 1 I � (SEE SECTIONS AS APPLICABLE) I - . I I I � � : 1 I I i � I i , I i . ; . I I . I f I I 1 I I , -.11 2 1 � d ; I � I I I ! . i I I I , I � � I I I i i i , . . ! - I I . I ; I ! I I � � I I I f I I 1. - � . . I i I I T I ; ; 1 1 1 I : � , I ! t ; � i � 1 1 i i : i � I i i I i 1 ! i I i I I I I r . e I I I 1 1 � , i I � I I I I 1 I 1 1 . I I 1 . I I I , ! 1 1 � . I ! i I I ! . T I I I I I I � I 1 , 1 I I 1 1 1 i I '; 1 1 � I I 1 I I I ' I ' I I � 1 l , � , 1 �- - - -_ i i - I � - 1- - - - -w I D � M,, (�)� (�, ! - I . I . t4i , -, I to I jgj I., *�- I I 44i i I I _ � i I - I a � C, , at @.,@ __ _1 VAX I -- I ­­ I W I ' - MAY ­ - - I - - - - '. min, -, 114, 3/4, 415, 5'/5 &­B/5 I . MIN. i � � 2/4 : L*IW/6, 2W/6, 3W/7 & 4W/7 !_ S III, To &I I) I -1- � ­ __ - - ANCHORS (GIVE SCHEDULE ON SLIEE1 REQULAR STORM PANEL (1) ELEVATIQN ,/4' Q- CAP Z687' N.T.5, -­ DAN. OVERLAP -1 vmz VALLEY) i _____ __ t _-A J_ IN f T .. SECTION A -A 1) IT, ) , N,T.S, NOTES. (1) L+� MAXIMUM ALLOWABLE PANEL LC4WH FOR X GIVEN POSITIVE A"- CIES4N LAW L­ WAYL ALLOWABLE PANEL LIENGTH FOR A GWEN NEGATIVE AS.O. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LVALft MEN A POSITINIE ASO. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH �L�' FROM SCHEDULE GIVEN A NEGATIVE A,S.a DESL104 LOAD� DETERMINE U&JOULN PANEL LENGTH 'L-' FROM S L.E FIMN. MAXIMUM ALLOWABLE PANEL LENGTH IS EOUM. To THE MIULIM DETERMINED PANEL LENGTH �QW FOR MIN. PANEL LENGTH FOR POROSITY OUNUFUMON, WOOD ARE LIMITED TO l 95 p;At, MAX A�-_M DESIGN PRESSURE RATZ SPACER 90) 6 USED .1 *� * s .44167 '*. = cmme FATEM w - 24 GAGE GALVANIZED STEEL STORM PANEL C�l OFIAWN 91 : -0 *� P -_ � : E * .*_ �TATE OF 5:�_�'* --��O, ;; .�% _1_��_.Nto \ Z �T:l �9 GLOBAL PROTECTION PRODUCTS, LLC. I - 07/r"GOP O'm ,� � ,,_ �, I " _z _� , ­�­�> ORIDPI..4� ::�_ .. I / / �', zzz_- TTUUn 11:31I.0 - E� COWANY - - - .i. W. --! - t, Tr=_ 1801ILW 51 SPIEFT wx_ n, 3m,. ."Osen, I 20-175 . - , , - - ,; i:;�V �/ - - ,., _% 'Lo, - rNIONE, )A&A_ ( " , � - — , - CQAWAc � --TF-71 7- F__ I 91 T__ ---I-- - - __ - __ - ____ - - - I I If 1, I I I I. I � . 11�11 , III I 11- JI L, dt, I'tJ , L 11 li I .1 I I III -I- - FF_T -1 I I---- ------,--- ------- I INSTALLATION DETAILS FOR REQ LAR PARLID INTO WOOD SJRUJC� - I'll - � �7_ � - - 1.11 11 — I -.11 , ­_­­i_'1 11 - ­7 - - - - MI..- I - - - _-, -_ ,_,_,_._,_­, I - � . I z I I . I SEPARATION I - , I ___ I , - __, �);, WOW ANCHORS � -7­7:7, !�`,, i__.- TMO CLASS. - I I - I - I , �, T '. ill (sEE SCHEDULE ON I (SEE SCHEDULE I --�� � I , __ I �. � lx ;�� ,T� I T . : .1 � . _� SHEET I 1) ... I T ! I - �Il k,w - KR,D aftTs On SHEET 3) � �F/.,­�,* , � _1 . I A � - I � , ;T A 1/� Oc L_ - - --- - _. - I - � - Z, -,' �:Ao . , - . - --- --_ - -, - - - ­ , - - 1; __ � � , � I t, I CDC. OAP r-'ll I . - . ) 'I I T-111 '.. �:, : ��, lk - -- � __ - - I I I 11 �­ 7 — -1 I I 11.1 Mo. ' : i I � ' - A- - -1 - - - - - -1 PAWL LE14VH � � C , : WOOD HEADER ' � 2) T­ U-IN I I REQUIRED - _ 1. i ,,0 WOOD AJVC�CIRS _ ! � I It I - A OWSEF SCHEDULE , . I I (SEE SCHEDULE ON --- " t - _____ - I --- --- - SH I ; I , �;j . - --- ____ EET 14 FOR . . 1/4' I I . I '1�--f- = MAX_ SHEET 11) . , , I I � I � SPACER I I �� 1 1 WTI, 1.� T I4 I-E - . tmwlm " -j . __C or v �� T 1/2 -7 " . I I = - ; ,I : ii MAX . � . - I- -1 I I I � I , I i , - - I WOOD HWER ,j ,,� I , "L. I -Z : I ED I , --- I', - I I ; m1f, l� 11-.- � "I . I � W., 1, I I I - � ­- - . [ I I I ,%I p I I � 11 � I - - � - ED I .. ___T_ I C' ) �� � . � . i , . . ; , ­ . � I -_ - -,--,-,,-,,L---- _., � I I I -- LONG ALUMINUM SPACERS 0 12 I/2' I � l4i - I I I � - ­ : T . __­" 1 � I .; O.- (w 'Al #I 0, SHEET I Ij MI, i 1 1 1 1 'I i SEE NOTE � BELOW MR LNUTATIONS FOR � 1;LI) � � �, l�, � � ' 1 1/2' LONG SLEEVES. MAK, SCPARkT1 N 4 "Ll �; : I It V MAX , , I ; S : I PANEL . (S TO OIL= I I PANE, iENOTH I LENGTH � � � I; I 1- JTF SCHEME (SEE SCHILDIALE If I (SEE SCHSOULF I I ON SHEET 3) 1 ON VACET 3) U., 11- � ­ I It ON sHLE4 a) ,� �, � � --PANEL MAI " FEMALE ID OR PANEL MEET " ., I PLUS SEE SCHEDULE ON SHEET 11) i I ( I . I 1, , , � I . : I I I I f, llft� Y .- N � 1 , . I : I I I A, . I I , . I I I -� � =7-a-, ' SEP=N I 2'W WO -, - -, EXISTING ---- 4 TO CLASS, I 01) , "_ I Extsumq I GLASS ___I - i - I GLASS ,-(SEE SCHEDULE- ; ;_ _J� PLAQ: REQUIRED - $ 1 ON SHEET 3) 1-1 1) DIRECT MOUNT WZ SEAQ- '"' : -_ I I * i - I - - , 1 I I � .�� -3 1-1-1 I ALIE NA,TJYE 2W' . I � f­1 I ­. I-- . ) i . I I ., 11 I i - i I- I* SEE TABLE SOME 3/8.1. 1 . 2 ON SHEET I I FOR MAX, PANEL UENGT4+5 * r i 11 I wx I -1 - 0 12 1/2" ITO, MAX. �D DESIGN LOADS FOR THIS INSTALLATION. A_(I I I 0 -1 I /� I I I MAX, I ED ,� I'T I - 1-4 . 7r___`.u-,.7--T,,---74,- � 1 0 12 1/2' O.0 EG , �, --=--It � I I I I :, - � I � "W I � I---------- ____ ________ , - � � 7- I � I i I__ "J! T-777", , ED I I 1� - , , ; WOOD ANCHORS 1 ** NQM j , .- I --U=M* I- � I - I - � k�!__ � I - - ____ ,--I-,--. I " I STAGGERED W/ D ! h . I , 1 , FIT , , , [ OLE STU 1 VAOM " VAY, at I 'Ir LONG 0, I ] � � , ', � '�; , I, -, "�� __�� _T_ I I'' (SEE SCHED ON , i , SHEET 11) i IF) 04muArmili Is Lwm To A ONE smay OUIUx-GS W" Pr-E­ I � � "I --,------,.--- ____ , � . i I - I 1� I I i I 1 I - !, I � � - U4 � *.-*= "I MAK MOW Aw "Wil 9"S 5 A RESTINITION FROM ANY � 2'Alt* WOOD � ­ L, I , " .1 t j I I wtow, No" *NeA;wvEV, INDICATED ON SHEET 11), � PLATE PEOWFEE, � � �T �, I .i ,�i WOOD ANCHORS . I T ; i � I Il WTNL URMATION TO OIASIF ITIOCALM j , , A4� WOOD � "I I I I , :, i .- STAoGERED � T�� IT -am ,� , ,� ) - � IV/ ,,a COWPONEW RA PANEL ,,,, I 1 ON SHEFT A M,&=�=/�'AS I - I FEMALE 10 OR i .- T (0) "WERE, Dow . , , 7 I . _ � � , � REQUIRED , � I (SEE SCHEDULE ON Iowa AS THE _ _11-11 _ , I ALL SKA1 RE WACIED MWMW AT 0 Ile DEC, 1 11 .,I I � , � '15 1 i 1. - , SHEET Down" TRAN , (THIS Is A RESPOCTNIN FROM q 1/2' Mo, w%cm ALLOWED - I I "I : i � . I Non 6), 11 I I I (it wjmw Aw mum PROSsm � i i I � - L, , 1 PAILIK; To 'm -45 -T, m ; 03 AM 24 GIVE PANEL LBAWN IS OWNED 70 06 - AT ANY OPENING I I I � I - I � ___ - � UNLS IS A ARAIRKTION FROM EMIM PANEL 1,8*111,15 MOONED ON l � UO AwMUV SMAM PANEL 10I Is � sl;�� SHEEY ,c), I 11 m I WALL MQUxamp-"IREM MOUNT I 11. I � i . I , OAK, smma, CON � I AUE NATIYE 2W (411 A/2 PONDO 19A POLL BE AS WDICKTIOT ON 1 WALL MOUNTING 1 431 SIM PANEL We"u""T" * ONLY i i SHEET t "WAVAT"N' OF I 11r "N' GACM GA IS ONLY I 1w I INTO AM EXISTING wow rR" WALL I SCALE 3/8-l' YAM FOR who ZONES IT 2 AM 3 Ne DEPEARED BY Mow : ALIERNATIVE I I SCALE 3/8- I � E-1296 TrIVIOU10 00 INC 2M E� anon) or THE ncam : . . (4) 00TALLADINI 1*10 OKI FOR "No T I VAIDIRO CODE. I : zotem I, 2 . 3 NOT AFTV C � I I fug-olE. . I I � '0100"INN", I ! I A. Tkzl� �. - _: ��t� . ---------- -,------, ';��% ' '/ ....- NOTES, t� %\CE� 40- ., _ ,-I�� N FLORIDA BUILDING CODE (Non High VoloCIty NUT can. Z.ne)l ,_ � - AWN-OE-5LOM I INSTALLATION ARE ONLY VALID FOR MAX. A,S.O. s ` No, 44167 '� 1-� Oe TA-ra, All DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS - . I FIT =*: . = 24 GAGE GALVANIZED STEEL STORM PAWL * : - UnNe, all, TOP & 80-TOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 �JEXCEPT FOR = t I * E __ . - I = .1/27/2m COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') � -a' S IATE OP5 , � z��_:�_, GLOBAL PROTECTION PRODUCTS, LLC. � , . Got; INSTALLATION, s � a "r 10 D�_�'. I.----.--- MOO .wl 5 STIREET . 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD L' eo S.II, _. 1__� .* 91A___=.1%.1 M.,F n-'103'. 20-175 ONVAll N:" MEMBERS TO BE SOLFFNERN PINE No 2. W/ SPECIFIC 1. � 0.) AN -NA, PPONC, E.,nRm­'.F TAIL DAA,y4W_Awj MIAMI . f DENSITY OF 0�55 OR EQUAL 0 14 El I DAM CA-POLAY's - WALTEP F nUar ,� JLF �,_�__ ;Z_-� -.11 I IT - - - PLOReA UU. A 44�57, _ ,,, I � I . - ______ I----- ------- I ! i TO 10-�zlnsL.t=.-MHI-%T-Cfl�L�QRAVU-.U-�-g-li�-,". 7 -STORM PANEL SHOWN ON THIS PRODUCT EVALVATION DOCUMENT (PJLD�) 14AS BEEN VERIFIED FOR COMPLONCE IN ACCORDANCE - 1/A't TAPCON ANCHORS, AS MANUFACTURED BY LTW �611EDEX, INC WlTHI THE 2020 (70, EDITION) Or THE FLORIDA BUILDING CODE, ,THIS 5;ORM PANEL SHALL NOT BE INSTAL11) AT HIGH - #14-10 PANELMAW- FVAALE ID AND FTANELMATS PLUS ANCHORS, AS 4ANUFAMR03 BY ELCO CONSIRVCYLON PRODUCIS VELOCITY HURRrANE ZONES DUMMI-DAM / BROWATID COUNTIES), - 1/4TO LAG SCREWS PER &U.5 DESIGN' WIND LOADS SHALL RE DETERMINED AS PER $Ccltl 1609 OF THL ABOVE MENTIONED CODE FDA A BASIC WINO - 7/16". , 5/5* WOOD BUSHNC� AS 015LRIPUTED BY ALI POINT SCREW, BOLT & �_`PFCKFY C,O SPEED AS REQUIRED BY THE JVRSDICTION WHERE STORM PANEL WILL BE INSTALLED AND FOR A DRECIUVEALMY FACTOR KD-005, L154NG ASCE 1­6 AMD IHNI, NO c`ACcjcV THE MAXIMUM CASO.) DESIGN PRESSURE RATINGS RINICATED ON SHEETS C 1) MINOAVU THREADED !PENETRATION INTO WOOD OF 7APcoN ANCHORS SHALL Or I I/2" AND 2' FOR. FOGG PANELVI PLUS 3. 9 PHRU 12 & 17. to AND PANELMALE FEMALE TO IN OR" TO VERIFY TqF ABOVE CaNDCOQN, ULTIMATE DES" WIND LOADS OCrETIMINED PER ASCE 7-16 SHEATL BE FIRST ;?EDUCED To A_S�D. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0,6 IN ORDER TO COMPAK THESE *1 MAX (A-50) C1) MINIMUM THREADED PENTEIROGH OF LAC SCREW. INTO THE WOOD FR.AALF UNIT SHALL BE I 1/2- NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS t 9 THRU 12 & 17, I$ PENETRATION A ON IN ORDER TO VERIFY THAT ANCHORS ON IHIS P r D AS TESTED WERE NOT OVER STRIESSEC, A = INCREASE IN ALL OWARL- STRE-- FOR WIND LOADS WAS I= USED *4 '11-41DIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETE'RUlNED �N C 3) MINIMUM EDGE DISTA,NCE OF LAG SREWS, INTO WOOD SHALL BE AS INDICATED In III* GROWING 1 I ALIGIRCANIE WITH 11*11-5, 10111, STORM PANEL'S ADCQUAC* rGR IMPACT AM W340 RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE MTH SECTION i6m.1 2 OF CA) MINIMUM PENETRATION OF WOOD HUSHqNC SHAIL BE 5/6- 1/4- W-20 SCREW$ USED qKAa' OF � 1/2' tONG MINIMUM PTE A11OV1,111NIRCINEV CODE AS 0111 AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS IGO'kUt-Ol AND 00219-02-09. AS SHOULD STUCCO EXIST, ANO 1� MINIMUM FOR WALLS WITH NO STUCCO 2- 4, ' S' 10 A- ER 99 ASTM C 3-10-G,, 7ANOWS, AND AME14CAN TESTING LAS SOUTH FLORIDA REPORT 1112301- 1 P I FASI-201 AND TAS-203 PROTOCOLS, AND AS PER MCOLAPONS PER"ORMED IN ACCORDANCE W1 SECITION 1604 OF NTE C75) IN CASE THAT PRECAST StONE, OP Pei CONCRETE PANELS, STUCCO ON WOOD 5W45 RE FOUND CA THE EX1511140 IOWO4 BUILDING CODE WALL_ ANCHORS, SHALL BE LONG EFOUGli TO REACH THE MAIN STRUCTELAF BEHIND SUCH PANELS, I ANC-HORAGE SHALL BE AS MENTIONED IN C 1). C 2) & C.A) 2 A,-,- ALLILItNum artniSiGms To a 5060-15 AEI.UY AM' TEMPER IUNLESS OTHEWS1, NO") SIM SRFET 2 TD) ANCHORS S14AU of. INSTALLED FOLLOWIN4 ALI OF THE RECOMMENDATIONS� AND SPEI;4FICATION5 OF THE ANCHORS MANUFACTURER 3 ALL ALUMINUM SHEET METAL USED AT SOUSURFS SHAUL RAVE 3L05-H14 1410Y. 8 PANELS MAY AM K' INSTkaD TAORrONTALLY FOLLCW14G INSTALLATION DETAILS SHOWN ON SEMN I 711ROUGN 6 (SHECTS 4 ' 4 ALI SIM SHETFI METAL PANELS SHALL HA& STRUCTURk QUALTY STELI. AS7U A-653 GRACE 60 MINIMUM, G-00 GALVANIZED HRQUOH 5) EXCEPT TINT ,ICACORS(D A(D SHALL NUT k USCO� SIEF1 DESIGNATION W/FY- 922 ", tAFTER RUILLED), 9 J SHALL BE THE RESPONSLEASTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE VEHICRE 5FAITIER IS TO ELE 5 ALL 54�TPCW5 TO HE STAINLESS STFEL 304 OR STU5 AiV SERIES OR CORROSION RESISTANT CTOAJM CARSON SITEL AS PER VIN SATIACHED TO INSURC PROPER ANCHORAGE THIS SHUTTEA SHALL ONLY BE ATTACHED TO CONCRETE- BLOCK OR WITOO FRAME UILOA;Cs. 50�6 W1 50 KAI YIELD STRENGTH AND 190 ", TENSIL-C STRENGTH AND SHALL, COMPLY W1 FLORIDA BUILDING CODE %CIION 211 3 3.A 10 EACH REGULAR STORM PANEL WID! LXNIGTHS OVER 90Y. AS PER SECTIONS 1. 2. 4, 5. 6 ANCI ALTERNATIVES IW. 3W & *W LIN SHEETS 4. 5. 6 & 7 RESPECTI-VtLY; SHALL HAVE A LEGIBLE Mo READILY VISIBLE MARKING LNISTRU�.Bhl OWNER ON TENANC TO 6 RCL�, TO BE ASTM A-V.7 GALVANIZED STE-1- OR MSI _104 9WRICS S-,AINLESS STEEL. WITH 36 kPi NENIM40 T`�P, STff_.tNGTH SECURE PANELS AID, APPLICABLE REINFIORCEMENT DURING PERIODS OF HURRICANE Al"PNING I ANCHORS 10 WALL SHALL BE AS FOLLOWS. I I THE INSTAIJADON CONTRACTOR SS TO SEM./CAMI, ALI SHUTTER COMPONENT EDGES �i,04 REMAIN IN CONTINJUVS CONTAPT WPII THE BUILDING TO PREVENT WIND/RAN kNERUSION (A) -19, _EX,TMC,_PQSJ=_=f0ET_ - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY ,Lk SULDEX. INr (Mi� r­3192 PA.0 12 STORM PANEL INSTALLATION %HALL COMPLY WITH SPECS INDICATED IN ',HIS DRAWING P'.US ANY S�J'LOPTIG AND ZONING REGULATIONS, - 4 1 Ric PRWOED BY THIE JUNl WHERE PERMIT I$ APTIFUED TO :.'.,"/ 'SCALI-IN ANCHORS, 11 MANUIAIIIIIIED 11 DEW& _ �/ /4 /A� ,OLID-SFT JUICIORS. AS DISTRIBUTED BY MI POINT 'TCREW, BOLT III SPECAL, IT CO -WOK 'VALUATION DOCUMENT (r E.D.) PREPARED BY THIS ENGINEER IS GENPRI, ANO CDC$ W7 Pit IWORMATION I', �P FA-30C)o P.,l) �,S (�) VITS PRODUCT E C PROJECT, �­E - 0, ­10 -ANEL4ATE FEMALE IV AT PALLELMATE PLUS ANCHORS. AS VANUFACTUREV BY EUGO CONSTITUcTIC44 PRODUCTS. FOR A SITE SPECIFIC ,1 WHERE TITITE CONDITIONS DEVIATE FRION, ILLE P.tp - I/ 4 'O ZAMAC "LIN ANCHORS, AS MANE,11FAM-RED EN DEWALT INC D,) CONTRACTOR TO BE RESPONSIBLE FOP THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFM OF ETIS PRODUCT -D PROVIDED KIE/SwE DOESS N01 DEVIATE FROM THE CONDITIONS OETAKEI; ON 1Hr, DOCUMENT A 1) VIN44UU EMBEDMENT OF TAPCON ANCHORS ILTID FOUITED CONCRETE SHALL IN I 3/A-, V FOR ELCO, FANELMATL AND CBAOSN�SOTROUNCTITOHNISS,PAFEErY AT SITE S THE COAFTRACITOR'S 4ESPONSIBIL17Y k 3/4" FOR ZAMAC, NALAN ANOHORS (c) THIS PRODUCT EVALUATION 001:UMENT WILI, BE CQNSIPERCEI WAILTO ,r MED,THTO k2) CALK-104 & SOLIO-50 ANCHOn SHALL OF EUDEE001W 7/8' INTO THE POQW-D CONCRETE NO EMBEDMENT INTO STUCQ ? SHALL BE PERMITTED. 1/4- ­2C SCREft USED SHnEj RE I t/2- EOm WININIUM SHOULD SMkco EXIST W SITE SPFC4Fr PRoUIC35 SHALL BE. PREPARED BY A FIORIDA ATECISTERED CNOINEFR OR ARChillill WNrM WILE. MrOME IHF AND I MINIMUM FOR WALLS WYTH NC STLICCO. AND MAY BE HEADED SCREWS 09, ALL THREADED SCREft W/O HEAD� ENGINEER OF RECORD (ECLR,) FOR THE PRWECI A14V WHO WILL BE RESPONSIBLE FOR THE X7 WITH `?l mum PROPER USE OF FHt PEG tENCIINEER Or RECORD, ACTING A,S A DELEGATED SiNVNEFIR TO TRE P F-D ENGINEER. $1TIALU SUBMIT 10 `Ius IATtr,R THE 34TE SPECIFIC DRAWINGS FOR q$,Vtw, A,3) IN CASE NAT PREGASt STONE. rRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS W. FOUND ON THE I ExISIHIC WALL OR FLOOR, ANCHORS SHTAI� i K LONG EHOUQ0 TO REACH THr, MAIN STRUCTURE WHINO SUC41 PANELS It � THIS PL.0 SHALL' STAR THE ELM AND ORIGINAL SE41. AND SIGNAIURE OF THE PLIMS5109k I ANCHORAGE �IHAL, OF AS MENTIONED ft A_I) AND IN A2), ENGINEER Of RECORD THAT PREPARED IT I (W �'9-UWNQ-CWAU-M-.,�lom,)r-LLI,&-�,-riD 11 SHUTT, ER MANOFAMPEA'S EASE'- SHALL. BE LOCATED ON A READILY VISIBLE LOCATION At STDRV - 1/4' 0 TAPCON ANCHOfS AS MANDEACtORED BY � I W BUILDCA, INC, PANa SHLMER IN ACCORDANCE WITH SECTION 1709 9.2 OF FLORIDA BUILDINr C.ODE ONE LABEL SHALL BE PLACED FOR EVERY OfFEWING I_NqC41,101, To COMPLY WIT)q SEITION f7olt 9,3 01 THE I - 1/4' 0 � 7/a' CALA-IN ANCHORS, AIF "NUFACTURI BY OEWALf. INC FLORIDA BUILDING CON I - I 1"I A 3 ,11' SOOD-111 AENCHORS, Ill 1457FABUTED BY ALI POINT SCREW, 8011 & SPECIALTY Co / _ `TILIQT.I0 Ill 10 PANFLUATE FEMAL11 ID AND PANIOLMATTE PLUS ANCITDRS. AS MANUFACTURED BY ELCO CON-S N Pt%ilf"IIIIIIINVO' T - I /% 0 ZAMAC rJAILIN ANCHORS, AS mANUFACFUREo ITT OEWALT, FNQ ,p�k L�t?L, A , ..;,.T10,�k", I I �� � a 11 Mi iMUM EMBEDMENT OP TAKON ANCHORS, FLCO rANCI-MATIM A14D ZAMAC NIVILIN AN-C1,09. INTO TLIE - �61EIV`-`-.��,��S FLORIDA BUILDING CODE (Non High Vel.city Hu, cone Zone)t I BLOCK UNIT SHALL BE 1 1/4' -z- .. �� - I R Z ) CALK IN & SOLIO-SET ANCHOPS Sf-.AL_1 BE EMBEDDED 7/8' INTO THE CONCqET, BLOCK u. 4 .- L = .=. NL_ - 24 GAGE GALVANIZED STEEL STORM PANEL F, N,. 140 C& - ,TW44 67 " =_ — In, I STUCCO SHALL BE PERMITTED '/4- 0-20 SCREWS USED SHALL K 1 1/2' LONG WNIMUM SHOULE, - " - O EAS�T. * C_10��___��__ -1 ' \ - .,/�T/_ / "Til , STATE F ­11, - �� I \ GLOBAL PROTECMON PRODUCTS, LJLC. P,,,; %V. .1 ... - .11 TE—c Z;-,. C- A , � -11 i- MIN-M - - - NET -I:-- .... . Ei5wr .6. .. A, 5PIM `� FT -i - Tmoo � 8 ,X) IN CASE THAT rRCGA�,T STORE, N PRECAST CONC CIE PANELS, STUCCO OP. WOOD 130ARM RE FLOW I ,� . CLOT & EnwWWR ORII 1, - .� I UCTUR5 , "' - 1. - - _,�,. - OWE, I - -, 20-i75 A C RE REHIND A .- EXISTING WALL, ANCHORS SHALL, BE LONG ENOUGH -ACH T04E MAIN SIR Sl dvps - , I -I- I P" 11 , �. ""Imp D,A�L, .6, - U -m� ,,PL ANC�J, �", 0 - -_ DITA"m . 'RACE SHALL BE AS ABITTLONED LN R"� AND IN E 2) ,� I �A -_ ­_`9 "AN PHIL, ,%I%%, - _/%DNA1UPvLA'x M Z -a,.-,- � SHIA, I OF 10 L_ ­_ ! � � _______._ I I I INSTALLAT112N 12ETAILS FOR REGULAS EANEL a) i I INTO POURED CONCREIE OR CONCRETE 8LQQK �TRUQTVRES POURED CON , E7E Ex STING POURED CONCRETE i _&STING CONCRETE BLOCK I 'd COKFIVE BLOCK � �,, T RECUIAIG :;X,J�,, REOLURED. � I ... CONCRETE ANCHORS :_'11T ,,,, I "; I � CONCRETE ANCHORS 1�_�111 I'll - , (SEE SCHEDULE ON , � ,IT, . . . . . . � , (SEE SCHEDULE ON ­1 ,IV. ON " � , SHEETS 9 TH EXISTING POURED , SHEETS G THROUGH to! I --C2, HOOD11 10) ��,�',`��, � C2) CONCRETE or, I "I I "A CONCRETE BLOCK ,/1'.,zN,, - -, , 04 I --- _ . _ s 11 I , .w NINO MIS I V --l' �i_'Izl ; I 1/2.. RCOUREO� � I ---.-- 11/4* 1 711 . _L 11/4' 0 6 ,/v " F17-1 - � _ , ,I ,71 , MW ­_ - ­_ I , CONCRETE ANCHORS ��J',,� , - -, ___ , � i I k - - - - - , 2 1��_,?,,T�'� -1 i I (SEE SCHEDULE ON 'I'll . - "'; : � - _LD�� . t ' ' : THROUGH -� ,,, " � T ED �'TT:x",',` SHEETS 9 I 0) "� � �� ,, . I ,"l- _,-� , , qj " z,��,� � , �� i I I ", " I � ; EQL , I , I . , " I 11 ��r­��, I I- i 11 ... ". I �, : ... /: ,� - T, " '. � iGf, !!� 0 1 - I - I ic - , -1 1') __L L _C1 ) 1 " ( p I - - - I- I - _� . _; , I ! I 0 ; - I'll i I I t - I, _ - �.­ A—— --I I 1 - _ qv�,. 11-- -A-, - . - - I - ""*_"""* : It � Mj_ I - ----- I - - T:-:- P W., T �� 1_�Ail�n A, V 10 I -1 I I I SEPARATION - I j-iAG.e­-&;o IT o"OUN, � - SEPARATION 1 , 1 ... 1 1 I EntaP, oWF, r-r) TO GLASS, EXISTING -4 I I f uNvAt olut r-C, =-4 �--,SET,O=.6,E - ,:-, ; I" EGA "NaL 'L* W... (SEE SCHEDULE I It I I . *1 1Y 1, "4 ` I CLASS ON SHEET 3) I I j pooL LENCT�f ON SHEET 3) I , I I ��', i I (SEE SCHI 4 i I V U­ 'L" M.A I TO GLASS I FIANCE LENGTH I ON SHEET 3� 11 I i 11 PANEL � I I I � I LENGTH I (SEE SCHOOL[ CONCRETE ANCHORS t- , I ft t I I (FEE SCHEDULE -1 (SEE SCHEDULE r I I i �`L I ON f I i I I ( I- 0 ON SHEET 3) SO � � E 014 SITICIFT, 3) 1 - - � _1 ON "CE , `P`UU` , 11 I I - _!�F I 3� I _ - . - - F __ I 1 ___Cj) SHEETS 9 THROL.r�H 16,J i 4 I . 1 50% i � I EXISTING I 1 1 0 - OF __­_ '_ ,J, I T",-,4, ­,T­ L' "1019 i .1 'I I 1 , ,, I CLASS I �:�,',k�.,,,,,..:,I,",�,�*��,�,,,'�'�,,�� MAX U 1 $01; 1 1, i", C* - : I - �� k�,"*_Tft, I' 7 OF 11.7 I - ". , � ED ,'�,`,� � _­,,`­� � I ".. 7,Y­�­,T�7,-/ ; . '' s _�1'1111' . I i ,k�,, i I "I I , W'v WEND emn I � . �� � - �,� ,,-. , ,� - _ �, , ,, -7, 1 -i'� , '-.. I "I 7" I a 114* p. ", __ I 11 "IT T � 11 �, - . 11 %. .� �41 I " "' ! �4A,��, I I I i ­,;� I � r D P,9 1 � , - .Q. �� � C.D.. - � I � � 1 7--,� _-, 11� l rl=�� 1 I - I - I -, . I I � ,:� .- 1­1 f I � ! " , I , � ,� " I I �?' ��' EXISTING POURED I A I- 1-:1, � , , 44 : � I ____r�__ CONCRETE CAI -_ �� a I /V 01- �� . ", 4 'AS APPLICABLE): k, ��,, , � - I CONCRETE ANCHORS �T,T'�":,: ­N1. - WASHER NZAP , , PETE BLOCK I CONCRETE _�, I , T�.Tl 1 I Ift "Joly VD, smw OR � I � I I - ��­­ (91),_1 ffw:`�� I , ---. - � .., I -Ft, . ?:- ! ,1`I'M,I,* V, ", ", "" RITOURRED, �,11, - I - I (SEE SCHEDULE ON I ..., - : .., Ir I ,-. �� .:1111 11 - - - ,T, � W/(3)ONLY WHEN SOLID '-� �, , 1. , " "' ., � �, � I :%.'� . _�I­ J-- - - SET CIALK-IN .1, �,=..,F. _, & ANCHORS EXISTING POURED CONCRETE i 4) W1 ; �.: ". I ,_� ARE USED & % " OR CONCRETE ELOCK I ... ALTERNATE CONCRETE F TETtl POURED CONCRETE DEETS ANCHORS PANIEUVATES A REOUIREC� � _ ,X CONE. ARE USED ANCHORS 0 R CONCRM BLOCK REQUIRED. STAGGERED A/ s,rub (SEE SCHEDULE ON (SEE SCHEDULE ON I -THROUGH ISHEM 9 to) SHEETS 9 THROUGH to) - Oi�lffi _11�� WALL MOU = - RM SCA 1/6-1- SCALE 3/8-1, 1. 'MFH , .,, .............. . - . E .- .... - - FLORI BUILDING CODE (Non High Velocity Hur cone zomel - Z : - - - ' S_ 24 GAGE CALVANaED STEEL STORM PANEL 11 I- - 9 -- 0.441 7 '. 1. FROM *LTE00, AIC = : . z D,l INT I . . I I = . * �­ I 1"/102- - A- - I �_____ �:�Tl� GLOBAL PROTECTION PRODUCTS, Lm To E,D� - EDGE DISTAINGUE = . � -2 - _�% STATE OP - - —Tc— (SEE SCHEDULE ON TOP & BOTTOM MOUNIINGS CAN BE ZT .. 91 . , � --- -9 t,�� � .m S... 51 �� - - N. .1. SHEETS g & 10) COMBINED IN ANY WAY TO SUIT ANY S, . ItORID ._1 TTUUT TESTING a IDWERNUIRING COMINUNY GAVE, FIL 3331. FAA A. - .1. .. -I- -175 .. .r,, INSTALLATION. , . - P.& _a -OW,)AN-1 - EWLIN-FouL Im, (�ym,m 20 . 11.7",:, . .. - - - - OtWAHc � =V_19 --I - I AA I-- - _`t,w'$';",P1 tipo-T-w- I =m ,a, L I I I i_i 1 ,.E., I or 1. - L_ � . - I I F-------------,- --- _1________­____­ I INSTALLATION-D-ETAtL—SFOR i REGULAR PAREL���� ,,--, � - . - I ­ � ­-, I "' c , - - � � I " I I � ALTERNATE LEG 4W (Min') EXISTING WOOD � __ . , . - I . I- -_ - -_ --- - - - -_ 'LOCATION Bew FTEQUIRCG� STRUCTURAL I . . - � �� I', ADEQUACY OF EX15TING WOOD -' I I I I . � ,- -- � . BEAM TO BE CERTIFIED � . � E'Y' - �,Ea ,4,­-- EC --- I I . �. - __ q�� , : REGISTERED ENGINEER OR . I SHUTTER - . i - I -1 - __� - . � : T , I � 'co, I ARCHITECT PRIOR 10 I INSTALLATION. � " I WOOD ANCHORS I � .1 - ALTERNATE WOOD ANCHORS. . - :1� 11 . ,- - 1, Mi, , � i I I � ' � � __(SEE SCIIIEDUEE ON ,__t _ , (SEE SCHEDULE ON I I . � . I � 4'.1' HIC, I'Al � . 11 wAr" TEX SCAPA I I . , SHEET t 1) I I A "I'll, . ­­ t - - ED -�- EO - , - 17. ­_1 I., .; ­_ _� - �20�11 S4, .. .1 NUT I . 11 - I .. 1 _ 7 , - - ,/2' . 0 Ut ./r - r-01 ill / - I , ,_ - I I ,/. � I � I ---- I - 11 - - --- --, #= . - �,,� L, ��, - ' I— EYJ ' C8 I RECUIRED , I If.,-" " _!_ - _ _w - OKAYS I i j I I ; I I WOOD ANCHORS - -_ I I m i I , 6 1/4� 0� -1 --- I � i � ; : 11 I � , � MI, 1 ! EPARATION TO , Cl) (SEE S014EDULE ON I t � SHEET I I) �, � , , I 1 ­.. I'll I � " : , - - d4 : I - r;-� I I I ; .j GLW,,(SF,F � I � ,, I , I f- i; � I �_,,� A I I SCHEDULE 1 11.1.-261* I ON SHEET :t) 'I as, VULTS .10 � I . I J I mi., SEPARATION -to oll � 4 - 'I - � ,; I �" , W= r I'SIFTE SCHEDULE ON SHEET 3) ' ,/­;� w 'LL MAX : SS, �T, ,,0 I ANE LENGTH P I � LOAA, 011 r-11", ,,- MAX I : - � I A, ., . _ - � �, A, � I .1 OAC RA Fma (SEE SCHEDULE - I _. I I - - - � PANEL LENGTH (SEE SCHEDULE 1IN-G, I r - ""j, ; um', *,at 7-n ON SHEET 3) I I I ON SHEE'r - ,�. _0 I __ _ : - - - _t 3) I - i- - ---I t F_ I I i I I I I : T i 1, , �____ 11 ,� I - - I -1 I __ - - _ - - -A . - .. -1 - � -, .1. I I i I so% I " - or �,� 1,11i 1 I I OF 11.7 1 It I __91 MAX I— , i -, ', 1 r I 0 ,C ­_ . 4) 1 0 i2 �/2- 0,C It I � 'I � - I I - t;! - 7­_ ,- - -_ - -I - I � -I I I Ea - Tj2' I No VINISET �" ` L I . ALLOWED i j , I I- 4 - - - � EC - . I / � , -, _Q:11�11__ , ILE __ I I - -1 I I I I - , �___i 11 I I I 1� CIO ­_ -_ - --- 11 - I I - - - ,'Xs" WOOD I , � ... �_ �_ - -_ .1-1. PLOUIRM �Is_ I" I I I � , 2',,A' 00 PLATE- � : PEI) 0 - �1_ ­1 � REQUI W I � . I 1,; � � JWPOD ANCHORS WOW ANCHORS - __ - I � x I.T (SEE SCHEDULE ON (SEE SCHICOUTE PEI - - � � �1-1`__-_­1,­1=__ - . I , � SHEET I I) SHEET I 1) . I I 11�, - � I ��, � ; -- - 2' mln� - - , � -1 � - � - � �_ � � _11 - PUNG AND FLOQR MQUINTING AMIRNAME MM 3/8-1- BUILD-OUI MOUNTING ALTERNATIVE ... MN7 .......... " 3/B�I- iSCALE ,&- ,e "�..:.Ni��",., e I . , It, .1 j .. v\CENS�-..Cok No= KTE_LQB_Q �Tl-[ Ngj; I 1� INSTALLATION ARE ONLY VALID FOR MAX, A-S.D I ,C)P & BOTTOM MOUNTINGS CAN BE T DESIGN PRESSURE RATING (p.s.f) AND PANEL I-ENGTHS . . . � , V. f " NO. 44167 * = =*! -, = = : - = . I * il - - I _:�`� SWE OF NIT Velocity Hur FLORI BUILDING CODE (Non K ARM P_Tmo. W, 2A GAGE GALVANIZED STEEL STORM PANEL cone Zone)l ­. DMAN COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 I INSTALLATION 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD i MEMBERS 10 BE SCLUTHERW PINE No 2, W/ SPECIFIC .` _ �g 4� � -- �, 2�;.- ,to 11, ...., - . � - t R > � )' ��!��:ii' GLOBAL PROTECTION PRODUCTS. LLC. Z I �� '��- w W)III/IftO OITET DENSITY OF 0.55 OR EOUAL 1 ", , �;-�r A t ��- " -, ,4 "INN.Non",/ / � --.m 5_*� 51 st9m wun nainso & walmiximma wwKAw FAA,m_ .. .,m - - � ... - � 'U"', - I "Ll' H , i LAO - " (AA) An -I . ,.x"ft_1`7!"`!k FIX OA5,I) .-. 20-175 L___ __ 'f, mAm,%ANATUAt/bATE . 04=111- All I FLUT �. p� 11,01FOW Ul� i ..161 1 11���� In.". Il -- I or 11 I I -6-I" (1) (1) = (1) -0 -�a > (1) = _�_j 0 L_ (1) (L) L_ 0_ 0- = 0 _0 0 I- C — 0) m -I.-A C.) ­0 (1) .+., 0— (n . a) �- - C (1) :3 -0 0 M 0 0 -(13 -0 - C/) _a C= U C 11- CD- C C: -2 (1) 3: CIO = 0 0 1;7,- CD U_ ,,- 0 — co :> . (/) w cn _�_j Co L_ ca. _C_ �- CIO -0 LE - -4-A U) C) - < t 4 z e ti!lj �_ elr_ 0 011ol Ar_ to 10 100 4-1 0 �p ,,, f , % If-- ,;�, ig, � , v:- ,.;-- �4 I, lt� . C:� c:r, ,t" <0 (a . 1� �� 0�,' w 0, c:, C, , �- ­, ,z). ca 0 � �% CIO ., d C�;, . ; � -�; ... %_ (1) C: m C.) L. " =3 i�� LU 2 < z z < -1 0- -6-0 (1) (D C_ U) CIO > 0 L_ CL CL < -6--i 0 =3 0 L_ 0- (1) Cf) m m SHEET NO, SH 1 .3. a _ --­- --------------------,I END CLO-5URE5 IU- FOR INSIALLATIOPQVRE12 CONQRETE, g C C TEB OQD STRUCTURES;;V IF I SAFETY & E Z HANG STORM PANES 1) SYSTEMS I $ $ ._, _$.POURED CONCRETE $-- -'- - ` '(9 �R BLOCK .� 2' a 7' 003' BIOS M-14 i': VARIES $ - y� T6L ALWA 5" Lv I ® 4OP OU1RfD 6863E N10Y -. . $ _-.. T 1/2'.. A** TAPCON ANGLE O ,2' D.C, , 3/a - I _ _ Mh POURED R 2'.*" . TE $�-% � ;!.a- BLOCx 6A T'x4' wBOQ FRAME '. CONCRETEPOURED ELOCKCONCRETE, $ I' 1/#`. x , 1/4' TMCLYI 2 I 2 - REOWREA CAItC1i£TE BLOCK '1F1 /" ANC 6 12" O.C- / '! 1'r- ,� .. M `A D R T 4 wDOQ FRAME A iM.PRwEi f RL'IlUOtEq 'd N. 1 4 GAP • ti p.f A y $ i I 11 r 3 4 Atn' PA%i $ w T _. T4 TERNAIE lEO IDE;ATXNs MN, .CO' ANPJMR 11 EAl W 12' B.C. $ !' A. 2 x A55' TB .. ... .. .,, ,_..,,. ,�' .. VARIES ,.„ f 2 x ¢ n ,0.45 Ct1H{T T,1 a "emsZ "I d $ SIC L Ki3H 4RA I---.� AA 4 �. .s a. W. 9t$d SLAT :T3Ml' 3 PLTUN'EYl BNORETE. OONS:FEIT G _ ALUM. ,' N M. BENT PLATE BLOCS OR 2'A4' WDpb FRAAff. i, �,�" M") `1'' REOUlRF.6 ICON! $ ALllMl AHDLE �._ 2Mtn2^ 1: MRk.- $ 1J4A *�<, _ lh' -i,a..w.sss --s+. �. ..w ,.{ M.x GAP yY-.�✓J. 1 rN,4 OR BITE]- 4LLQY 4 t2' &- 3 9 @ a W / AI7 14CKt innthem AANCtE CASE A (PLAN) CASE B (PLAN) SASE C (PLAN) CASE �PLAN� I $CAL£ i/4"=1' SCALE 1/4-�I" SCALE 1/4"=1SCALE 1/4- -1 --__.. B 2... $ SolD-SET OR CAUSER! OR Ell PANEUMTE 9-:\ _. _- !` R MMU' _. IRaceo nM AI"T ;. IE Og 'S .4 1 0 ( r F'�U9Eb nMORfT a X I -5 l� 'x4' - SCEs OPEiAMC ON 5lRELTS S - OVERLAP PANEL 2,.e WO BLOCK ffit -'"`M1. VARIES- T &. �'k/ FRAME REWWEB AS APPLICABLE 1 �� OVEH,AP BEYONQ ) WCbo FRAME MmA ! I REO. x iWD'NRNC W6E?'tk0 PARED CONCtdi7E. CONFR RFVsraiED $ / •) $., e n ] '� .LLL. _ 4 " ME x'.k4' WCOQ FRAME $ E.... 4 11 I FA" i * Rk".kU ;w,, $ ,' $ H N£.r:. r J.ANCHORED �Mcw al {,)REAR A FL/A FLANGES PARM3f3. TO 5 M.$ $ ,11 WALL (N6VFP CUT END PANEL) iX 9,6._IRSTaHGE 'i' $ ���'"%' �x $ dJ ,. _ `I n —a, ,—.- ----_--J CASE G PLAN) 'J '/e .7. r"'L11RNAnUff„/�, #' UE -'' "`'` SCALE 1/4"=E' :............ /% -.e 1/.•r-m (f h LP04NaF BtA, a LOG, % i 1T T Y / . V �ii LAUD F DIRECT HOUR INSTALLATION ONLY & OR fCT ALL* 0 .A.. at �.` �:' >�\GEMS..4 �, it � CERifFIFG PANEL INSTALLATION AT WALLS WJ _ :. ND. 44167 •, SURFACE LEVEL VARA-,MNS WITHIN 3/4- �' , * : * a FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zane CASE E (PLAN) CASE F PLAN) 3 F .-I - e�maa rknco. AC F.P. SCALE 1/4--l- SCALE 1/4'=t` %�O.r'• . ORION "I.- ��r= 24 GAGE GALVANIZED STEEL STORM PANEL Itt J IL E C O ``•, GLOBAL PROTECTION PRODUCTS, LLC. nett, f ' 1Nt I �al /.. _-,_ EMc t 1 iiaJ'"Las:'OA jHAtt TESnkO�. O4aIREER1Na COMPANY +E4. �?15! e21 20-175 / PA... f3"1 s>,_I- a CAAN in - Fl�tONE: LeSs)1Y1�-no, TM:. (6 )OU-W.7 a 'valWaw- VAtI NP; PE. SE'ALIWWA-'REJDA1E CA-CO4671. a.r — RAW. erveWna, WALTER A. TAUT 44 Pk- ,T"kA... fAn SUEIT 9 L4' 1e kn 14t TCORRESPONDING SCHEDULE F9R R SIQR PANEL C INSIALLAIJONS (VAUD ONLY FOR PANEL t)[NSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MO. AS.D. DESIGN P PAT I F . (P.,.I_) MAXIMUM ANCHORS :SPACING FOR E.D, - AS SHOWN ON SHEETS 6 & 7 APPLICABLE.' DNA CPlkt& OF NJY THEM MAXIMUM LENGTH PANEL i it%,) TAPCON LACE SCREW PANELMATF FEUALE ICI PANELMAIE PLUS WOOD SLASHING T3• 13, 13, 13' 73" 1W (TOP) 13' 13` 13' 13` 13` 1W (BOTTOM) _- 6 i 3' / - e 6 t^ 2 - 6 L 2' � / __ 6 1 2` I 6 r= .OP (TOP) d _ 6 _- 72 t/2' —6 i/s' (BOrt •) "'-w OR -- S` ­1. .- 9' - R" _ - __ (T✓X'}�-- SW (80TTiMI LESS ----w---- -----w-- _- _ ,3 _ a __ _ 13� -- B ^-t3• S _ _ 13 _ t.i` I (T ) + -45 45, OR LESS _ _ 13 1 13' 13 t 3 W 4 BDTfOY { ) 3 3 8 1/2. W TOP _ - E3' - 13'-_ —73" 13 ~__ 8" IN (60'1TGM) 6 1/2" _ t/2'� ___ 6 1/2` _ 6 9/2- 6 ,/2` (TOP) _ _a .._ _ b 1 / 4 �1 1 2' _z I _ 6 J 4' (BQiT ) TS,-0" 4 /20..._ ` / 4 7._..... I 75 112E _ 7 6 #J2 !-."_ ...-__ W (TOP) 3W Mj 14''-4" __ - 10 i 2` J _ 9 7 a" r _ 2 _ _ I T _ 4" W (I--) 5r - 13� ._. M19 _ - �_ 73 7 aw 8 J +W tt_ {Bp pM) •. P LENGTHS W SPACER 9: 15 T t FOR MAX.A.S.D.A .D. DESIGN LOADS & MAX PANEL t'�N SEE ABLE � At47( 5 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.SD, MAXIMUM ANCHORS SPACING FOR ED, - AS SHOWN ON SH}k"1S 6 & 7 .. APPLMA.BLF MAFrMUM DESIGN ALTER1 PANFE TAPCON LAG SCREW PANELM"ATE FEMALE ID PANFLMATE PLUS WOOD BUSHING PRESSURE 8 & ANY LENGTH (D.Zu OC�ttttATION (H.) Ir lr 13, 13" 13, -- IN (TOP) 13` i3:_. _-13' lr 8" ,W (Burrow) 6 t 2` J b 1 +' /- 6 1 2' 1 , 5- a 1 - 6 2 T I w OP 0 ) - - _ - 6 If4" 12 1/"` is 1/4- `---- 2w (90n.) 5'-0` -`-- - 7" _ _-_ - T ,/Y 8 __ __... ------W- - - 8` _. _- _.-.. - ---__.. SW (TOP) OR LESS _�5 _ e— _ - 3W (BOTTOM) _ 7 1J2" B a' 13" 1 3 I 3 93 3 W fRTF) -4 445, 5 13' 1 3 ._-- 1 3 - 5 3 _ yl 13 _ _ WITT4 W M ( ) TO t75 -75 • I3' 3 3 13To*_ W UP ) 13' _._ T3__ 13" -_ _-IS LL 65 %4' iw (BOTTOM) ._- 61J2• -a /2' 4 ._ b If2` _, .6 't2 LL. _ B n ­ 2w (TOP) 6 7 4 / 2 1 I 6 1 4" t I107T.* ( ) 4 7 ' ___ _ 12 _.. " _ 7 i _ _gf2, _.,_. .v _ SW TOP _ TO 4"f_._� 5 1/2"_._,.. aJ `_._.. 3W (rT60M1. _ ; .w / _. _ AS r0p) -_._. )J' .." _.13 �. 13 _._-_ 85'�_ �To' ._ 4W (9}TT{NN) P IS ' SEE TABLE 1 FOR MAX, AS.D. DESIGN LOADS & VAX, PANEL LENGTHS WHEN SPACER USED. CORRESPONDING ONLY T U 0 ALTERNATE 2W' ON SHEET I, TABLE_#I A A.S.D. OEM LOAD MAXIMUM LENGTH 40 PSF OR LESS B'-S. -. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF W-10` 6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FEMALE ID OR PANEL MATE PLUS ANCHORS & W/ (p SPI(\p6IiNj M4& 1/2' O,C, INSTALLATION DETAILS FOR LIFE SAFELY P NEL 6) INTO POURED CONCRETE OR CONCRETE MCK STRUCTURES 1/4`0 TAPCON EXLSnNG POURED 1/4'o TAPCON ,__ WSTING POURED ANCHOR O 9* D.C. .... CONCRETE OR ANCHOR 9 9 0 C CONCRETE OR CONCRETE BLOCK 4/A�q COOC{( REQUIRED.RE1(pI ! ' 1/2- , F1/4_ 1 if2' 1t/#.I..-___---- uak.. _.. .. _. ... 4'4- t' E7 m"IiG-y • ! T[ 3` aDtis w 1 'CLASS A +.;.. , _I ATeA�AIFRM" V g # # I Ux4PN offs 7 s A I u I f IT I PANEL LENGTH W If-_. - .SEE ELEVAIN N B ,' M11 - 1 ON 3HF'EF !2) R" aEPARAi10N I B TO GUSH 0 0^'-SEPARAIDON I I* mi,.._ B TO GLASS, W !!! $ tf.Y_A.s1' I ... V, d ] AT U, aia w 1 9 A 7 R i I B { `L' MAX. V i qq . °.--V' A y. _ 6' PANEL LENGTH B I (SEE ELEVATK]N ( _ I ON SKEET 12) B IT # 4 1 : I i ; ,�. j 1 1✓2 Mw 11 1 I I E 6 r7n5'OhG POUR©' E D• I ! EXISTING POURED I Q _ I __ CGNT:RLTE OR _ COiaCRETE OR ,i_ i�7^' CONCRETE i Y. CONCRETE BLOCK 'C..� REQUIRED. BLOCK y 1 a is rft ac REQUIRED. -.)/: G"' I laEYula! f F I- - ___.__. _. ____ f..; f, (.'SEMQN _ 30 Ile* PANELMATE PLUS �. I i/4*A PFNELMATE Aid - - ANCHOR OU 12 1/a` OG 0 U&MLS ANCHOR (BEYOND) WALL MOUNTINGS SEE SHEETS 13 4% 16 FOR ANCHORS TYPE & SPACING FOR SCALE 31it-O" MSTAUATXNNS OTC WORD FRAME RUCDM46. MMIWIM ANCHOR SPACINGS MO Wl EDL'i DISTANCE ARE INDICATED ON THIS SCHEDULL FOR &D. LESS THAN MOICATED ON SCHEDULE REMCE ANCHOR SPACING BY MULTIPLYING SZ1,10 SHOWN ON SCMED IL. BY THE FOLLOWING FACTORS. FOR NS OPERVIOV TO BE POSSIBLE. REDUCED SW04G 06tAI ED DSING PACTOR's3Nlt Nor BE LE55 THAN M IONAA SPACING LNQMM FOR EACH A1C.ti0i A (LLri7LLn1tN-�Na ie h TYPE ON THIS SCHEDULE A I 1, �qEP tt/T 1 /L•A 1/4'. ••. ANCHOR TIPS --P:icuutE �r1�P''•,,\DENS, �;�5?'s MwBM1lM. AMOtlt 91*4910 OA.) 1 1 k aA"•Atlw xaQ � Ill 3 3 - - —0 riJECb. INC *, *.=- .at/AWFRn.I Da"w I!;>tl MJ 3 3 i/2 - Tk - AL1MN.ma DEma ow FAC10R S 'a 57ATE D ='I- I , 8.3s �:�0`'•. FCO It111(�. E C O _.._ �- _- ---_._-_ _.... y.c R_ �F "'Oatr A,1111i1111' TESTING x ' i �.Nw. aaA. P_ .*. M Wawa. a 9,a1 "AI ...." Pena : Lw+t nt-+am Fs ' (X __.�____. _.__..__......,_ ..-...._._._.. .. ,/IA/NNINNIIAAs•nwL ssA,sa" 3 , x' - PE SAVlIOINTI'RE/6ME _ Ir Ct- ll 111 I EQR REGIILeR ? RM PANEL I INSTALL4TIQ SIy.._ INTCO Q_.CONCRETE BLOCK SIBUG USES (VAUD ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAX. A.S.D. DESIGNPANELMATE PRESSURE RATNG MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW 'NPLICJ•B 70 P & ANY tAA>G'MUM LENGTH %' t ( I Ma%, AS,D. PRESSURE RATING .a.F: tP )I MAXIIkUM ANCHORS SPA(3kG FOR MRi Ed). PER SCHEDULE SELOIN APPLACASIX TO & Y 1X)N�NATroINcONIRFATtar DF THEM MA%I9AUM NIIEL LHEH7- GTH 1. ((P.5.1,) n.I TAPCON SOUD-SET FEMALE IQ PANELMATE PLUS ZAVAC_NARIN CALK-tN TAPCON SOUO-SET PDESIGNANEL"'rE FEMALE t0 PANO.MATE P'� ZAMAC_NMUN CALX-IN m m ���yA�- i�_ _. m m CONCRFIE m m TD 1 O ro p- THEM ro am To 09KR"tE mr,-,�T- tD ,.m lE mNFfQ1E fANUAETE ro p0� to LESS 13' 1 ,3' ' , 13' ISt :. I 13 t3' _ 13' -- - i." 1 tJ" a e a "� "�' -}5 13 ` 13 .._._... 3._._,._.. Iy 13' 1 r _,_�-., ._._..__. 1 - ,3' 1 ' 3- _' 13 73' i 3 i 1 't ? 2 J B B_ 73 _,.... ._ 13' _.-.__ 1 6 4 / i3' 13' . _. it _._. , ' 3 13' 2 1 2' / B 13 _..I-3'__ 13' ..' bi 4' J 13' 13" 13 t 3 73' - fi 1 J A a a 13 ._ i 3" 6 I/A'- 61 / it 13` `__" 13 tr _ T r b Ile / a 73 _ __ i 3 .-,_14* 8 I 73° T3' 13' 7 it ° a.., ,3 1 13 _. 3' � T3' t3" Y3' '9 1 1 to Ta° 2 a J f B B a +3 { 13 : _.__ . s_.-__ _. it 93' i --M__�.._..._. 13' ±3" idT` i3` .»' 13 I .3 _.__.._.,...�. 1' t' 1 3 13" t3` } B 8 B iS ,3" .-, _-.-.-_.,-._ ! t ' T3' 3 -_ _.' _,_-._ 73' iS' 13 S 3 13' 8.1 A / e ) Ti, _..._ 13` __.. I i 73` t3' I T3 1 3 i3 ' B 9 4' f 7# / 2 13 _--- " - 13 __. _ J t (TOP) 1 (BOTTOM) a (TOP) -..a.1 2 } ( 3 �) 3 D(7T7OM' ) ( 4 rt- OF (t ) 4 IiOTTCRA r ) P {TO } ..__..,,TTOM). 5 (BOTTOM) 6 OP (T ) ,._,_.,...w_.._ )' G OR LESS 5 5 IQ .III -BSI 13' 13" ' 13' 13` 13' 13' 1 13, 13' T3' 11* t;{°t3" /3 77 IJ 13 73• 73' 11, ij2 .11 If2 I (T(iP) i (BDT'SE t) 5. B,. OR Il , 13 i 3 13 lr1 13 3 `:'_ 13i3T3FS t3'tr • t3't1" . _ i J 17 1i 1 2f3 f��., T j 2 BDTREOSROHi ( t -Y "9 Ta 2 /. 1 t' a 2 J Ir 6 1 6 " 4 i L % f �>�_ 13' t t "tT i a a a / / ...... ,_ J f 11' _._ _ " 6 7 4* J u 1 a 6 I +' J 3 (i os+.. 3 (BQTTaM1 B B TS _-,._..... i.« i3 5 f 2 / I 3 _._. ,.. 13" IS @ a t 3 _ .__ 13' 13 1 �' e YT 13" 13 6 t A" B B f a J B` t " t 3 ._i3' �73'�. t3 .3 4• Y L' a 8 1 7 �.. 7 t " 8 /2 8 T T3 TS _ - - Tr '' T3" t 13 3 8 8 , 3 __ 3 t J b M13" .�. 3 1. 3 I ' 8 R Y3 ._ a f3 13 B 1 4 3 �4 1i725 / '�"` 11 1 2 / 1 1 2 ✓ 8 + 4 (SDP) 80 C TT¢3� iH* (T ) _ _.- 5 BOTTOM- { 6 {Ti#f _ 6 @OTT:'• Ir 5" Ir 10 1/2 137 Ir 13' 7' 7 1./2 5 i/2 13' 4 1/2" 1 (TOP ._�3� i 3" _8' 7 a S J iJ�. 13' 13'.. it 13' 6 1/2' Is D43. IS" :8 1/2' 3 14" 9 1/2' i 8 112` 8' 13" 13" 5 ,/2" /2 i (TOO)_ (> ). La I 7" 1 i 5' TS` - T' r i3_' 13' T-1-- 3 10 1/2 J. __ 13' 73' _ t 9 2 J 7' 8 1/2 1 9 T 2 13 I T ,3` 9 I I 7 i­ 1d Y 2 7 t/a' S I/2 10 Eft 7 /2 Sv 3T1+ 13' - 6' FF +j2' 6 1/2` t BO a (TOP) 2 (BOTTOM) tE i 6' 13' 13' 8 5fY' 13' '8 7J2' i 9 /�8 1 Ja 13' i 15 /2" �. 2 {T l Ir ] 1/2' t3",_ IS' )r 1r _ To' 13' I IQ" _Itv a" _ -13, t3' .ij2 2 (607TOM) I , 7' 13" 13'- t1' : 9 1/2 13` ` 9 F/2 ,0 T/a; J '/2 •3` 6 1/2' 3 (TOP) B'-6' TD 4'-4' SS -e` TO 9'-6' 13' 7 1/27 13 IF 13' 10' IS` tO" 71' 8' ,3' 16 1/2' 3 (Tqr) ---- -� 12 1/2 12 I/T 6 I. a if4• i2 if2')5 7/4" - -- ¢ t/4' 6 If4'.3 (BOTTOAS) / 8- 13' I _ a I/2" to IfT'T2 B• 13, ij2 13` 6 tJ4'18 if4'. _ 't3' ,0" t2 if2'12 1J2 a, tr 1 ip` 5 IJa}�-_ !1-i-8= - 8 1/a',6 7 7!2'�` 1j4. B t/2"§trap) 3 (I TTE4#) L ,— ($Ot'OM) . ]' I r -___P"'. 13 1 1. Y T34-1 r S' 8' tr i3" " - 5 2 / _ Sr 13' - , 1 2' / - - T 11 t3`- - - 3 2 I _ tf1' 9 1/2' _ a --_"_.y�"i`/2' 13' 9 1/2- 1I- 19 tr2' I 7" /. 3`1/13' O tfT'g71/2° 10 tJ;t' 7 t/_a' �2" 7 1 5 - i lja' 13" _[3' - 13' 6 I 9• (TLW) 4 (BGTttNd) 8 {TOP) �—,86--, 13" IS'- 8 1/a' 6' 7Y T3' B i i* 13° it B i 4• i3'� ?4" H. T3• I¢ 12' _ I a i' d"6 t `4" 13' ,0' 13" B t 2 / 1,' 9 t/2 -_. e' 6 t/2' 5 _ t - -13` tr _ 7J" 6 1 s' 6 1/2` -5 1j2' 6 i 4• f 5 {@a7S0ed] 8 (STEP) 8f}Tt-a' 8 SEE !MELT 11 FOR ANCHORS TYPE & SPACING FOR NvALLATORS aMia Wow FRAME: BtNL.8Ai # Will ANL140R SPACINGS AND MIRMUM EQOE DISTANCE ARE ,Hbn"A1TED ON THIS SCHEDULEBOA f 0 LE$F THAN *RAON BCHGDULE INDUCE ANCHOR $7wN4 SY MULT yINI, sPADMG SHOWN ON RCHEOOLC BYTHE FOU.CAl FACTORS. FOR Tit& opmTIDa TO BE possilRE, REoucal spAC1NQ u uum usl FACTO* s7 " NOT of LESS nil AMNNUM SPAGNG ,NoCICIEo cop w* ANCHOR TYPE ON THIS SCHEDULE 1/+. 1 +' r A 14'• / 4' / a a / • f 4" r ANCHOR TYPE LIPC1Mi -Sit Aw"NEMI a PA'fOMiFE' PUZ �„�y CAINrW M7TOMK311 ANCHOR $PACM (1) 3 3 3 3'/2^ 2 1/2 A9kaMtWA @,) 3 3 ,Jr ]' 3 7J2' DISTANCE,mm) ilA%DA 3 -� 31/x` 3 tjY' --3 TJ} 3 t/1' ACSlM. $DCE DISV4= (E.O.) FACTCIR I I/r I— ------ ___.. _---- --- _ _ __._.-..�-'---- _ ---..__..... _ .. 2'Ir 3- 3 I os5 a.o oso a» - - - t90 S,lib - - - 5 W osa BOB I ,A. - SPACINGS ONLY VALID WHEN SPACER B I5 USED. SEE WLE 01 FOR MA'(, AS-D. DESIGN LOADS & MAX, PANEL WHEN SPACER F6 IS USED, AS.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B" > 40•PSF TO 50 PSF 6•-2- ? 50 PSF TO 60 P 0 F 5 1 5-10" A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' D.C. FLORIDA BUILDING CODE (Non I- - - _. _. _ _. -. . __ .___.- ._._.__.ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 11 14, 15 &I 61--- -.- _-.-_—.-.- .-. 3" t' R-1A/13, R-2A/13, R•-3AJ14, R-iB/L3. R-28/13, R-3B/14. 3' MAX.'. D"w�} : I, MIN- R-IAill R-2AW/15, R-3AW/96. R-1BW/i5, R-29Wf15, R-38Wfi6. '- =-� V Of ti/ 0 1 a a^t, v 0 CO T I l , 1 3 } 1 I I [ ! ,i o I i i `:: 4. I C I r 1 i 1 I I i f 1 i I I i II Lie ! I 1 1/4"e-20X1" S.S. 8QL1-s W,@ �. ; I IV ")`S: (USE FOR PANEL. LENOT14 :. MAX_ 1 � / OVER V-6') \ (7) I PANEL LENGTH, jjjj{ / i .. REGULAR STORM PANEL. . REGULAR STORM PANEL - 6'"8' 0 +40.0, -40A ;, f. I I I , 'I, _ (W/ OVERLAP Al PANEL LEMON BOLT) I i .,�___. __. ____. ____ _. ______I _.._ IT ,__ __.____________ _ 1 jj I U E SAFETY STOP EL P. f. N PAN D, EL (W/0 OVERLAP MO PANEL LPJNGNif. &XP II pj ,II- hl t-- - - A :' l�E 2'-a" MIN. PANEL. LENGTH 3 ALL 4IOLNNTMGS ` v! I t 2 , r A s.. BatTs W 7 s {{ AT w vFRl.arY` I Q 1 I I : I � - i - -­­, I ;' 4 I L! a-',. ." l I a - ­­ 11 - I - � -- 1, ,� ­­­­.­­ ­.­­-­1­ - - - �. I -1, � ­ - - I", 11-1 I � ­1 -1-11.1 I , I 1. . , ­­­­], i 1_ ... _ _ .._.. __ _. ., I I I....., ,. I f ZO NOTCHES aT 5n3O I (( TI N d I L6CA O LIFE SaFEYY PANEL L BOTTOM ep*NERs , , , E $J '7 kk e i ( I I 1 D.Mi., A , .._-OVERttP--OVFR#hP-- ar 4 ' T A WING NUT A-_ _ _ WING NUT t -Bo -yq� L,fU PANEL � � � �- -RIGHT PANEL a`j4al[. 'I' INSTALLATIONS ONLY VALID FOR 'WIND .I' MAN. R-1A/13e Ill, R-3A/14, R-16/13, Ill R-38/14, 1li : SPEED UP TO 170 m..P.h. R-1AINI R-2AW/15, R-3AW/16. R-19W/15, R-211l R-39W/16. I _- -.. _...--.-.... . ---..--- -_-ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 1A, 15 8,16)_,.. - {#" MAX. GAP LIFE SAFETY STQRM PANEL C1 � ELEVATION (f) '`- x ,.. SCALE 1/4--7' t 2.aH7"REGULAR I STORMM PANEL {MI ' t W4[k,E VALL"`) � STORM PANEL " `u < r. Z`.u�'•.„y � -. Z:e%"'0143NN It+,iJ _ 2 c.. aa__ 4,1 Ir Io Ma<. OAP t� { . 11 I'll, .__________ ____._ 4a _ .- OVER ATtC t I._________-. _..__-_ ___ _., _ _ _. __7-\-/-� -10 LIFE SAFELY PANEL = "o ­13, ..W TF z FLORIDA BUILDING CODE Non High Velocity Hurricane Zon. . AF TgIXEc". Mac. A FA EXIERIOR" �" 1ORIDh 4N+ 24 CAGE GALVANIZED STEEL STORM PANEL OMWN HY ,"j...-i"��.-�E C �}.$fi. 1 GLOBAL PROTECTION PRODUCTS, LLC. p9f;;�0'° �'• H,' J�` CTIt}N A -A v n ltr T'fu�'F5N4 . ENOQfElBRl6 CDMHRANY AM S.W. 51 STREET �.�f Sec N_.c v' a .Nam .-Y }MAIL FL MI4 SCALE 1 /4 = I' i t i `2 • . (.0 A �L�1 - AICw- (05A)VU 646. FOX: (W)INA 7 2G-175 f - CA-00m,9 ,mows ,oWWr _ CRAMITNG.. P.E. SMlSIONTURE/5DT WATER A 7511T 1, P.E tt-,Af �. giC{T 11 aM 14 a 4+faT INSIALLATION DETAILS FOR LIFE INTO WO STRUCTURES - - {{��,,�� I WOOD HEADER + WOOD HEADER y .. I(}I hJOO XEA9ER j - WOOD REAM . ,. _ ._. -__ __ _q _ ._ _ _ 7'- REWIRED :1 REQUIRED "i .-T`tfryUS-ED .; _ itEOUME, ,... ij4'0 TAPCON ' 1/4'a TAPCON 1 "..114.0 TAPCON - i ._\ .I 1/4``�f TAPCON `""I :.. ANCHOR O 9' O.C. j _. -A IGR O 9' O.C, ANCHOR O 9" O.C. -1=01; @ 9* OF, i k. i I . ' \ . Z 2 I - I 0 7� t .') ,:-, ). ij2 I ION]. i '; ! I; IL. T12' 11/4' , d a Ii1 if2' 1 t1/4` ,1 ill- if+ MAC.--._ WnX___-- __-_ i -'- ___.__. ,- -j : __.. - ,: - ___.---.__.) .. I i)', * z' 1'): Min. `_., Ir I ! - „-' ' i MF I ,4 I .!I, ' 4!l I :.i Air. -•. 'I I ' t 01, 11"A", t ""'"'t 1L I ( ' I w�� f _ T , - L[ 9 I (.! rs +..,.i I C. L fi R. L 1 „ ') r E r n L-i 4., ) _. 11 f 6 IMro-m..t" it i "-.''. 9 I V4'r.,swT• R I 4 •r t- ( SS 6a.Is w R ! :, B .' i P 3.5 I09s5 w IB I , tf+'r-xor#' i. TYRE _ a , .I... .. AT LA ' tt I if4'l-44+T'II'I. t ,' i }S w :, h ,d''.: 4­ EiSF3THf i ((. - I 1. H04TH IF -: 9 I GLASS +''- - ' - 3 ' B6 / _ I 1LI�i peiR Y-5`1 _ B , . $ ( " Hi I lE1XA,s 9Ad Y-W') GLA45 II • - I ...: i It :. EATEhCI&S5 ! A1 4T EXL.TN?Q, `.^ :'1 GL,65S n yr^ .- ALA.KRm>O EtISTR�" it 1 9 1y 1 ,p i M I H L` MAX. !1 1 )3` B 1 'L' MAX. 1 ..._ _..__ .___t_. A -a PAN - I( 1___.S f _ d _ __- -1__ T _ _T..- ..-. I'L. MPH.e:-•, ., r. ._... .. ....__T_.._. B FY LENGTH I I _..__ L °` N.c P ....____.I(1. ...- -1 c.,__..-f S, PANEL LEMON f§ i} 7 (SE ELEVATION $$ ..( I (SEE ELEVATION 4 L 1 t q it Z, i ,PANEL. LENGTH �` ON SKEET 1 I. I $ PANEL LENGTH 6 1 t 2 ON SHEET 2 B f ) . _.____ _-1_-__I I(SEE ELEVATION ¢ ,- - T.... a ___ _._. ,A� -- OTk SHEET U _ _ ,.__. iA11 -r--__-I - ON SHEET ,2) R I I Q - T S., 7Y 1 ti I iE'--. _7A _... `" L _.,1 B i' Mfn, I- 0) �' i, i' Mtn. _-r- 9---S,P.1N;b. _.." I n, ! Rn a/__.._.. T _$ T ,-91PA'RA,- -1 1 (� 9 1' � .. .. I �.. { 1 R TO GLASS. i t € (- � , t �iTOGLASS.1 L/2 R--SEPARATION-. : fff CI,` B I p .,-�-' q 1" Min. _! i -�* $ `­1 i l�r 5 76 GLASS 5° IT+I I I 4 L/2 : TO GLASS. I t _ ) 6 At 1 r - v ...�.� i $ i 1 e txl - '.u1 - 1 E{ •I /d' I /T N .. - -. .._ -a Li}y I IEC. ! I £t1 ') +i /1- e71 ma. 4• EA f - t "1 PA as I K435 W 2"< . I41 R i a c / is ' I ... 4') i ._. (,4, $'xi" WOOD ;, - - - - 5! 11Ex -. : Ms ' - J PLATE ._.... , . 1 " I 1s I x i oc REiXI1- t ; . , ..* 1, APC 1. _..r '. .. , ,.-_j . AP00N 2`44." WOOD- I' +4'0 T ON ,` i'4`P TAPCON f +`W T _'T - ANCHOR O 9" O.C. '�.j "� {'� ANCHOR a 9' O.C. � . � C.Q. O 9` O.C. PLAT£. � ._.v4'A TAPOON k ., ` ' ';`. ) S:TAOGERED W! STUD STAOGERf.O Wf STUD t'. 1tEOUiPO !.; I 7 ANCHOR O @ " O.C.. 6 1 1 ..�4' WOOD ` L i' PLATE WOOD ( .. '...%.�__. .., z_ -1 .. .• .. REWIRED _ _ _ _ -...¢. - '.' REWIRED ,7t . - .''- . .'. 1,II Lg SERNATIYE R-UAW ALTERNAT$VE R-1BW 2t AL N TIVE R-29W $ GULAR PANELS 0 W ME ETY PANEL � �t�$)R PANELS � SAEM PANEL WALL MOUNTINGS ow"INM", WALL MOUNTINGS SCALE 3/8a1- A,Trl 'fl^"h�L SCALE 3/8-,' a y�? '. LENS - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) 44 j g7 s £7#5w tKt�a P 24 GAGE GALVANIZED STEEL STORM PANEL, T y z 7 B., 1 I EST ION ARE ONLY VALID FOR 0. DESIGN h ALLA- Y 0 A S. DE N ' PRESSURE RATINGS {P.s,t) AND PANEL LENGTHS AS '* * '*' _ _ N��fta2a PER ELEVATION ON SHEET 12 I .4',. STATE C ' �I. E GLOBAL PROTECTION PRODUCTS, LLC. DATE 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD .�'t *. F.. '- TEPINo A, e. towNin, aIfOB Ill !I STREET MEMBERS TO 6E SOUTHERN PINE Na 2 W SPECIFIC "f icz..• lOR)ET J `y`..A./,.d/"o<•7 - swA ce. sk an !Twat a.m . w n'". twx. n.. sis,+ _ / r}... �', sus: DAN.I-.,-..ITT L�a7 Tt-1S5. F1IW(F- (45ABa;e 75,6. FAA, (93(lEd4"67&J a4 1%"J DENSITY of 0.55 OR EQUAL. 3b4�/ _.._- +..tt_AOO8714 'Y �,�A OSA'FWR/QAx, .Y: Ta f4.WeAM btR I0.kr OaaPa,4- .aa O. dMR ICI lm-. HIklMN H ATM" WALTER A TAW ,, P,E. . :... -..�._._,.-.,_...._ 44t A $HEeT T9 W ICI F--- .. . IONS INTO CONCRETE A CONCREIE BLOCK STRUCTURES I (VAUD ONLY FOR PANEL(( INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5) MAX. A.SD, MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPi-'CABLE 1MXiMUM MAX AS,D. IMMMUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW APPLIGBLE TO SECIOH MA%'MUM DESIGN PRESSURE - & A - PANEL LENGTH DESIGN PRESSURE PANEL lE1HGitY Y` TAPCaN SUi.iD-SET - PANELM,4TE FE44M,E 10 PANt1MAT8 PLUS LWAC-1'bUi.iM CALK^iN TMCDk SHERD -SET PAMALE ID EEy1pyE w PANEL S PLUS - ` - -8L x RATINGTo (R.N.T) L (ILI RP nkc IA.,) m fBLOCKbN iE, roe 00110EETml� TO CoAcArm IQ TO 10T, COTo AcATE iSAr&ih er SEW m iSi ),•#ftK�#kii TO 10 .CONCH ECa� Wi CUE CONCRETE � t_3'_ tt' 73' 73` ;3` j _.13` 13` 13' 13' ,2` 13' to• i (FOP} 13' { _ ItD t/2' 13 .8 1/2' 1}' 6 If2° 7 1,r2 S J2' 13 j+ /2 (w) -73` I1' 13" EELS' -1.3' fig" 13` t}' 13' 7T`- tr ta' t (BOTTOM) ,3' to ,/r _43` I3' /r 13' 9' _ 13' 9' _ 1O' ]if2" t3' i 6' t (BOTTOM) 1 � J _ _ 11 _ 1 T3• 3 tr'� 73' t3 7r I 1 ' $ I 13' B 2 (iOPA 7 13 S' _: ^ 11 t II tf2 3 t 3' 16 �8 2 / IS` _ i J a ] ] 2` J S t 2' J 7 4 t 2` 3 / 2 P OP ) _ - t 3 13' I 11 11" 1 -`'` 3 3' i' t3' i� 1r Ta - t.' 1 Sr 3 13" } IS' 1 73• v T ,2' ' 73' 7D' 2 9OSTON +•. (TOP)- 13 ] i3' J' 73' 1r 73" i t3` Tr 3 9 / 9 �'a' J -^ / 1 T' / ID T l2 7 t $` 6 7 2' / �- 2 O _ (BQn i t 3 t!P _ B` �_ 8" ii 121 '1? _x 2 / J 11 8" B" t #* B 61 4't.212 f J 8' 8" pij J B' � 1 21.?'.� / < - 6# 4: a J X / 9' s7 2 (BEN 3 3 f1'66't 4� P TTO s s q R - " 7T- + } f i 1 f j a' S t f2 ,r B t# / 7' 6 7 4 f 3 7 f 2 1 • T _2 / ue 6 t 4 4 _ 9 # a f 3 8 9 4 .6 T h''3 6 1 t f. 2 a J2 M + ..�._ TOPT0 (TOP. } yy�P 8 t 3 " -- I tt B t3" 13 _ i B 3 F3 B 4 3 8 , 3 B i1 12 3 10' ` A s {TDFI _ t , 3 3 _1 _*.. __..7 s 1 - �' i t3 a �.vi.� 1 q I 13" _ 9` 5}' 9' , 5 z B J ` 7" - _ 4 n {qb DM } .: w. _-_. 5 BCirrOM ) 13 ` Y " r 3 ➢3 13 1 « 1 � 1 q" 5 TOOPTOM� i 3 13' l } t. t' L1O 2 5$ 3 ' i / $ b i 2 l3 lr Ile s a J B ! 2" 1 0 1 a J ] 4 Y)5 7 1 I2 i ?' I i 8 3 4 t 2' 13 J ( b ET ) " r 13 74 6 if4' 6 ,j4 `sib% 6 {80TT`:). t 3 - I 1 1 73` 13' j b I + ]$ , .4 / I t3 t3' 6 1I4 '6 Ill f t„" 1 3 - 1 1 - t 2 - 1.75. -75 t.' ' 6 1/4- 6.1/4 13 _-.____._ 6 1/4 I6 1/4" .- 6 1/4'6.1/4` _ _. - _t '_' _ 6 ,J`4" S M1f4 8 (@GEED'") 3+G5, -55' TO +'s. -75 TO +11&-ttg6 13" !�1 `-..i._.�_. 7 )/2_ I7 , r / Ir 13" , 13' 13' t3' '� iG'. fir tO f2 '�'1-� I t3' t1 �- I 1p"_ 10 1/2 " , 1 2" i / 8" 8° ,3_ 36 If?" I3F - 7- -t 16 1.-(i ') - 7 BOTTOM ( ) 13• 5' 13' 6 1!2' _+-___ _ I,Y` 10 i/2_" 11' 11' �_ L __ Ir 7S'�- __-__ 6 I 9' 13^ 13` _ _ -1 '- 6 1/2' 9` 7 lfi`t,_ IQ` 5 if2' ] i fa �S• + 1 2• 3- 13` 1 fi' 5 ' P (TOP) 1 (90TTI}M) 1�' 3 '71 Y 7 ,/2' , ' 71" I 3 _ 13' ,.. i}' �� ' t i O - 13' ib tf2' �5 13' I IQ' _ _ 11D 7/2 ; ` _ 1 17 Ij2'1 e" 8' ' 1 ?` 3 I ___ir _1r�1 _T` a Tes t ) T (RO OM) 1 5' _ _ _ _ 1 }j--�71 1' f O JX 3 f 11. _ 3 t' 1 _ �s __� 6 T t 1 2" / ¢�{{{-9�` J _ 6 1 2 J t- 2' +9 J 2 t "�t�' tq 2 15 2 J ] a ! / i 3 # 5 J t , ` , 8 2 ) R_ 2 BOnOM I.----- _t3•_. i "-"� J 7 1 2 L / ,r I3` --''' ,3 IV ,p2 ij4''8 -- �3" ' `So /1 i%4= 1 1 112*1 _ -ft-. 8* i--�--- 13' 7' a t/4 if4" (T ) LIT-) SW 3 (%ETD Jt >5'-6' TO 5Ti 7' - ---i"- -- - tS tj' 2 l 2`tt2 P 2" J ! 73` _ ¢ 1 4` f 9 1/2' 6 7 4. J 13' _ 12 1 2` J _ 1/2' 6 1 l` / 70 tf2"i7 —�i - t/2* - i3' 6' fi , +"I6 1/4" f 1 (TOP) __ 3 (BOTTOM) SEES• 10 - T 1/--2'i3 I - 1/2- 12 1/2"12 1/2' - r 6 i/4 7 ,/ b` 12 1f21R B• IS 1/2" 5' i3 +/2 .$ 7' r 4 (T ')_ 8'-O' -_1 — 7• . B• 15 1/2' 7' _ 3 1/2' 8• 4` 4 112E _ 35 ^- + 5 1/2 2 7/2' 4 (TOP) Y-5• 'B:'�-. --{-7 _ "$," -i _ B` -_ B. "-*. _ 8' --{'--- - + (RL7TTOAO —T y` _.. .. i b l j_a''r - _ `' 8' -L-9' - ®' _ 55_ r i - 4 (BOTTOM) 13- _..__ 1 ` I 12 �- * 1 - 13 13y -.-_,_.-,_-. ig' 40� 71 I t3° , `-!1110 3 t 2 f J 11 1 2" / 8' 1r.. I- Y 5�7` + Crop) i1' fi---l/---5�=itT4k---- 13" }-7• 13` 13`- j it 73 t3' .-(��= i3` 9 If2' 13' - 13 9' .9 /2 1Q' Q J2 ] 5(2' t2 i1' ( 8' 1 �. 6" S (TOP) - j7 1 3 t 2' I�.__ t3' iq 1J21 ,3' 19 1/2'11 _ 1/2" __ a' 13` S (3CTTTf - da _ 1,..._ -----:.._ T3_.. 1S 6 t/2' 13" 6 -' 1/a 7 I • i2 _ S t 2 f s7 t ;t t T 3 - / _(_ 6 OPt3' (T )__ 7 1/2' i3'.,_--53:# t3` 1q 1/T t3_� )1A?/2'i7 ' 1 1J2 `e'_ 13' t 7' 8 CTnP) 6 1f4',6 1/4 • 76 f/4 6 Tf4 - - - ¢ Yj4 6. If4 B. {BOIL. - T - b lj4`IB tf4' 61f4' 6 t/4' - 1 _ - - 8 1j#",'B if+" i B (8D17'.'T'•, BEE SHEET 11 FAR A3com TYPE & BPAitM1:1 I *wAlU7iONs KID wBAo FORME 9MWpRYfiG, w MMMUAA ANCHOR VIACI M AM U00AW Ent INSTANCE Aft 7NOICKTI.8 ON T`dS $CHEDDLL FOR kn. LESS THAN iNDK:ATfA ON Eata LE RE4'UC& AND OR SPACWG BY AU LTIPLYNIC SAACRAo SHOWN ON SCAll BY THE Fo LLNANA] FACTORS. TOR THIS ORERACEN, TO BE POSSIBLE. REDUCED SPACING ORTMASO MIN. FACM SMALL W K LESS TINN MWMWIM SPACING tN ICAIM FOR E004 ANCHOR IWt DN TTS SCHEDULE Ile. #ti`• 1 14 : t j 4- • T v. / , 4-. / ANCHOR TYPE i P �!A-#`! ''€ R ZAIMC-IMAM SA'A-W 419IMM ANCHOR SPACih•C (R,.) 3 S 3 3 1 t/r a •li MIRIMUMI €Ore€ OA} 3 3 IJr 3' s 3 ,/S' --- tltsTAN¢IEDI 4i� iLIX (eL 3 a ,r' 3 ,Jx' _-3 t12 3 1/2 A011M. £ODE DISEMNOE ED.) I FACTOR - 7 ,/T _. ass _ - - _ _ - _ _ _ . x V, Pas ,,A, _ _ - - J. . . CD` - i' I.Gb _._. 9-W _ _ 3 1(3' - .aD I,Sb - fAO tb6 SPACINGS ONLY VAUD Will SPACER t5 USED. SEE T #1 FOR MAX. AS.D. r'°• DESIGN LOADS & MAX. PANEL LEICi'HS WHi SPACER Q3 IS USED. TABLE -:#I A A.S.O. DESIGN LOAD MAXIMUM PANEL LENGTH 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 ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ Q5 SPACER AT 12 1/2" O.C. IN5TALLAT(4N DETAILS FOR LIFE SAFETY PANEL ,JD INIQ P9QRED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCON,-. EXISTING POURED 1/4`0 TAPCON- P041REG 1/4.0 TAPCON-..-_.__g%{STtNG POURED ... ANCHOR C @ OC CONCRETE OR _.E7{fSTING ANCHOR O 9n TIC, I CONCRETE OR ANCHOR 6 9* O.0 CONCRETE OR r CONCRETE BLOCK REQUIRED. € j-., CONCRETE BLOCK REQUIRED. t $ 3� CONCRETE BOCK RF3kJ1RED. 1' Min. -SEPARATO TO GLASS. __ 1,4%,...,. __ 1l: 11/2*��,/4e' EE.D,a I I i 8 I.Min. IF--5EPAM. TK ) i -3 •w ' ,a�5 To cu -- IT f ef TOR __ - 1 UT 7 � 1fl4IkT OER r.ct - p i 11 T i "LL' �. $ PANEL LENGTH CH a ( SE E ELEVATION it I ON SHEET 12) I 8 I It $$ 0 4 i f , i {E 1) 1 I I0--,jA•4-�T• - w ­4 i L 1 i" MAY ' P I)1 ArtE1 LENG 3 1 SEE ET.EVA7tON ( ON ET 12 i SHE { I I Lj2 I ., ... i I l!' f t 8` (4 ils,I ED Eb .:xI-41sI 1- `r' S t ! W , . 123 12 Ae: J r ii r� OCIII 1 1 -.___i ! H t SI+ .._ - , _ _-. I 2x _ 4) C" _..)/4'P TAPCON -_1/4". TAPCON ANCHOR O 9" O.C. ANCHOR O 9' GO. EXISIWG POII CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. -.. <;QNCRETF BLOCK REOU'll SECTION R-$A �;(;TiON R-iB -0 REGLlL4R PANELS 0 I,IEE SAFETY PANEL i W MO NT}. INGS SCALE 3/a=1- 6'6E SHEETS ,5 & t$ FOR AIN01M ANCHOR THE ---4f4{ TYPE & SPACING FIX{ WSTAILATONH YNTB 1APABON WOOD "AME SMIUM 1O9 iANIMI ANCHOR $PACINgS AND mil __. :1N1WI7.1. /N401Ca aPAt.T.NG ( - --3 EDGE W'FANCF ARE ,NSIOATCO ON TNT! -NoNeW60 0-,ot 9A) SCHEDULE FOR E.D. LE58 THAN'.. A.TEO ON SOH£QULE REDUCI ANCHOR SPACINB —it'.) P^-^'�^ - 4nea•G > ' LMi •.- 2 A l FYLiOR BY Mik.IOLYkM SPACMD SHOWN a" SCHEP1XL BY 7M€ FOLLowim mcloPS FOR THIS OPERATION M BE POSSIBLE. , ./2- ILIA, RTEDLcm °1Piw* OBTAINED USING -1 -- _ -_ T /1' -__ _ Bet ?ACTOR III Nor BE DES@ THAN _._.._ __.__._ - _ - WIN;- ANCHOR SPAP.WN ,Nq sci FOR EACH #4NCI±SIR TYPE ON iNtS Bc31EquLL y _... _. _.__., 71_ __._ __ 3 +/1' - Hur'ricons 1/4.0 TAPCON EXTS11 G POURED ANCHOR 0 9 OC CONCRETE OR i CONCRETE BLOCK 111 `` REiIUWE,3. _'Ill _ ,.I ...[ i t i;: f,fn": i 1 I q� R 1 wmq 1 n n EXISTING @ i E r s. aasrs w fig R- s£PARLASS. Ex-Ttds"vl o ctass. r GLASS 1A55 IT 7 T _ '.. is. aaTs w _••11 GLASS €_ s u a aMizJP - - u FA oAEm II _.. f ,;d4 t i- iii L�r6 -i; Y i E -�1 It z';, E I Il II II F - I 1' N i AIAX. H 4 i T 'L" MAX. K Y _ 3 s._ T' 'PANEL LENGIN B a I S ELEVATION T (SEE ELEV 1 `- ON SHEET a I ¢- - PANEL LENGTH A $ (SEE ELEVATION gg ON 5 t 2) I Min li"-SEPARATION -i I IT 3 -t WELT T_. _. _I t 11 TO GLASS. $ 1 R l., _ _--- 1 -A � it IN / 1 A l 1) r ! t a I t 1 t 7 4 c 6' E.O. 6 I EA . 1 ­11J' er E 'I'll, 3 F r% H t { p i t 9 I - a s 4 I d 4 de -,W/4, FflR 8/.5 X+IEAn s. SCAT! W EQ •- -.5 Nd' vn Ms. A6. Sol w64,�4' . Ix t/x O.0 . Ia ,,, a.t. _-/.'P TAPCON , !/4'\3 -- TAPCON AHR a 9' O-C. ANCHOR O 9' 0 C. EXTTDNG POURED CONCRETE OR EXISTING POURED CONCRETE OR _ -CONCRETE 2ECTIQN R-2A O EGULAR PANELS BLOCK REQURiED. --__CONCRETE BLOCK R "LED. CTIQN R-! O LIFE SAFETY WA1.1 q I'llNel,"," mommBNGS 54"ALE 3%8-1- -&EL 1 'NaIl ,. NO. 44167 STATE OF Pl: SLV./DaNA,UAnio' E .Mo 7Kn=. INC. 24 GAGE GALVANIZED STEEL STORM PANEL TP. y,IN04 IN, �(; O GLOBAL PROTECTION PRODUCTS, LLC. wDATI d INC. am 6W. 51 StRAT SAW_ 1 =14 ii . iNOWEEMNO CO.PANY R b - IW2kN AWoo-L rt SH" 0— f pmi N is FIKl (W)fiBB-3a+5. FAY: (BSL -ml 24-1 %5 CA-OOOB719 MIAMMO - • all OE IS V.TFR A T A N•., M167 P.EOmit, ------- INSTALLATIONRO I SAFETY �� r------- INTO WOOD STRUCTURES - . ,__ WOOD MFAQER WOOD HEADER REQUIRED _ . REQUI RED II } ! - i 4'o TAPCON - 1 4's iAPCON . 9. O.C. '-_-. N HOUR 6 9' D.C. II 1 tv I i <; -42) - t t e , :. If2" ,1/4".e , , ,/2" i t a' _ / • `.MEW I MAx f "< _..-_ - IY ;' ' .___ 1 . __._ - _____ . 1 z, I I 4%, 161 I �.. 11 1 4l I B it I a. I I/A'.-TKA," , FX15T7 I 5 49�-3W1 .- «, i q s en / µ M q(j GLa55 R - E ". 6s eats w t 71 7 Ai FA i G'AASSi�"ii :.::, _:. fu& Im Fw4T. ! 71 taR;tti BACK 7 i I -Art flqq I II 1 8 a '' ! - _I 1 "L" MAX. it ::__ ..- T _ ¢. PANEL LERGI N _. _ -. f PANL MAX IL 11 41-�/I :. (SEE ELE'VA- R i {SEE ELEVATiQN 1i i j¢ ON SHEET 12) 1 _._...+ _ ._". _-.-.-�,:.... - ON $HEST 12) R __ -I ::: - it I A 3 1 I EI I. Mtn I _- th-*._._ f ..._3 jEI tiq, --SE PARiT115E1__--Tt i (. 0 (i ,' LGn I , I 'N 1 'fir j Il CLASS. 1 J IF-- SEPARATION -- i i , I t I 11 * I a g1A55. I (.. I 6. 1 I 11 I I f t 2 aG . 2 OC Y yq 4 i� I 1 f F ,C t -Iff ' M1 �» 2' 4` MOOD I" 2'sd' W000 ; K ;,. j3{ Ir f ., . PLATE I' PLATE REQUIRED RE RE '(( - , 4.0. PANELMA P.. REQUIRED `I 'i TF. LUS i i"P P. FiMA1f PLUS )I.* *:i ' i ,._.. -' ANCHOR O 12 1/2" O.C. - '�•-:...-MICHOR A 12 1/2` 4.C. ALTERNAT$VE R-SAW ALTERNATiYE R-3BW 1111 d REGULAR PANELS i9 l�F� 'SAFETY PANE 1,s, INI' �AOUNTIFIGS �P1�R A, i!(1%1�,N ISCALE 3/ill "kWALL --.- LAG NS�c ,. NG• 44167 : = FLORIDA BUILDING CODE (Non High Velocity Hurrkone Zone) -'*' - NNNC T! - . 24 GAG GALVANIZED STEEL STORM PANEL I a` E GAL ZED er' 4'• STATE D� IiNSrALLATI4N ARE ONLY YALIO FOR MAX. A.S,D. /; 44�i„' 8 ,p ••. .S % O ✓ DT a f r"+ � F /TT/3O1 P TN Dc IGN PRESSURE RATINGS .s.f AND AREL (P ) C t dR T _ / ! (, Ir (" O NNa GLOBAL PROTECTION PRODUCTS. LLC. DATE. LENGTHS AS PER ELEVATION ON SHEET 12" FD -'-" e - 2, FOR NEW` WOOD FRAME CONSTRUCTIONS WOOD '*AAA SIGN Al. 4•� Nr"a.u" Ciiluae. /'-t,."".wt:}A•L�� 2G-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IiINNHIMUIMI' 7: ? ,,,. , OoN n, I NI-In3r Pwwc t.64A�--7sns. ,-, (IINNA% R ;n DEWS41Y OF 0.55 OR EQUAL a '-cA-nm/l7r6L a.,.". 4A, �'•. DIR,mNc No- PL- S'E".JSItNMt1/tl7F',N.ATE *.TER A. 17LLR Je,. P-E ". I-M, M .•••.-•_.•-,•-,- —� ---- I . f—owma I!4mw-­. - -.­10 a) a) U) N m N , -1i C.7 N a) O 0_ C O .� O C .a M U -0 N 10- Cn N C O = C O0 O E. 0 3: �V 0 O = — w -9 4- a ♦V > Cn V I L. W f LIl­ .- -+-A cn CDL Q Cn �A`/ L.(W (3) (cD- V ) > 0 L U) CL CD V =3 m O OL- U(2)�/� ■ � L. U) co L. W LU Q z z Q J d T-L---,Ilhl� 3-I 1 -- —) ---- - - -- - - - - - I I .: L.I I ,- ,II II I I`:ull .I 1h-..,f,l , ,--i;:.AldI I --- III -r - SHEET NO. SH 1.4 G ----- ZI /18. I EZ I W/18 A NCROas . __._ _._- __,_--'-(SEE SECTION EZi g ALTERNATIVE EZiW ON SHEET tie) _ -.3• ii0 3Tito'.. -1 1 IN - �-. EE 1 'e,* i I(SEE NOTE 2) ' I�;'iq to 9:)I 3 2> H END r"rr OF IV --- t-.-'-f ^----'F-"! -'F-- , -. -7�'�' J Ffi 4 U.JMrNiw Jk L} r,`. `� r - I ,�._.._.y, •-, y�-,y-r-----.•-'POT' 4"Yi� !AS` IAANCi. 1 qt 4p3?+AI:.:U AT !.r'+CH O?Er"IIaG S!'-ALL ALWAYS 9F. 1fZ•,a77 # 4 91 '�I'1'i,4 D j a a ; :. j 'O 9 �O - y-- f___.. _.. __.t Pkd`fD£L' -aVf RE" +`9A}iDt` TO FACIUFATE tNSiA1,.A itprr rF +N'r£40EL i1 j .9f r i ' i i 1 i I �. i 1-� I I-�I TD DE INSTALLED FROM IeiSi OF' STkGL"TURE_ I l 1 1 r i 1 i I I I I !( 1 3 i 1' ' I - 1 I Pa i I I l! EE r! 'I I I G .,. ... ! . ` - L_I I_ . _.. ,{ram ? N�tsa I I 1 Ii ! I1 1 i l 63S -T r---T-...', T. t i__I. , , T -...,.. . ,. . _.. r>.� , ,.. r I - f 1. .. r_`i -;- tr L IT) a LLG,.v ....aa C.Y..,s`.�%D: E Z "Br .,TORN r�ANEt. ... S. EIi tt � ' C04SsSTTNr; 08' AAN£L TRACKS TOF k BC1TirjM I! [Nf;E PAP;EL.?' I ! f %INrERROk PANEL) 'INTERIOR PACJEL! iN11' PANEL) i I - 3 I w+x. -r ;. Dnt- ( 1( (Er:O PANEL; 1 i I iE£ NOTES -, 3, 4 i I I ' I :SE'.: NmrrS; 1? } R ,-. g -.. °" , { N I E I I j I 7 I = I f f {. ). END PA"iEL.> kIALI, it,#A> 8(: COtdNt':t:TEO r0 Er,)7T £;•M ;RA{:F .: 7 1. " i I i i f I i i ! N ' i € i f 1 ! I NaY, _;4LUNa:SE. A ST=b' FrATP P,6,J SFIP+L,., £ R7Y.LfEiE!'i +\7 iliV' L3€ >'s74"ki i ^'q I I IT --I , I p [ I I! r I PM4EL LEN4rli PANLI,.,.I. , �- 'r I� -, i 3 11 >.., I'# t i f k 4_ I Fk j .. Y b ]C ' s .i ,} %c I i 11 @ I+./ 40 0 a ,f 1 , I I.. a f I 1 _ 1 V �,.,..{ 1 i i I`..( ; C ti (3). IF ENO 1Y[ ARE *V:t7NNF.l"T;;C! iC F30Y1cNd 3NAt.'N..,C,QNh t WING I i i f •.1 i 'BHA.-. tDUS.M, 0 ,,>c"o_.2ar3,la" M.... w/ ! ( .I I ' . -!_ : ;. -i ,i.-1_. .. _._7 .6"A.../.,2 ,v.tt; ! ', i I i I . I I.0 f 1 1 I I p I R I , `!-. t e01'T_7 Ps,Nf: g ,rF` rfA€-zC.1' ' NUT OR 1/4`0a3/4" Wn.. ThUNABSr_REW INTO TAMPED BOTTOM ! I55. p I I _ aU.TS W/O EA. L'4:flI8P _ TRAG .D%AT]Cb .F FASTENERS MAY BE AT EITHER OF P1i0 i { I I C {{{ I I I I I t5 !v AGGP"LIC'A3� EXTERIOR 7LAT r„ANGE'S OF END PANEL. _FiTON% I i i i I I i I� I i i � i i �, l.. i. 7 :.._. I. t 1 I f s,z f _., -I- _- - ._ _ _ .L. _... _.�._ a. . R J.E_ + CONNECTED 4 _ BOTTOM 1 PBAR .. r_ : -, , _: _ 1 ...,_ _ . -; r -_ 1 MAY TRACKS (.ob A Or IS ON YryUSED AOP) AT LEA ' TWO I ,I jJ 1 _` I ((I 1 - T - PANELS HALL 8 CONNECTED BOTTOM TRACK USN SPECS {'?-TIT-TT`t'�T-?""'f- r_T_t_r T-`t ,-'--!-: -f i i?`i-i-( -'"- :-T- i-i�?�rt1 �"�. T T_T- -T"F_T_TT' - INEICAT£r, ON NC L3) ABOVE IN SUCH CASE CONNECTION OF L 'i .1 L L J J.� _,.,.11 DL JJ L L JJ1 L t PANELS 'i0 ,:.C'rGM TRAL'r; ee:.r OCCuk a' A1a� PANEL LOCa710N LJ_)-Li JJ1� __. _. �SJJ L'L1�-LLJJJ.LLJJ_ L t _ _` ._-1 J �.� J ^ �{ _ S` Nax .-. / . TE 3' tic+ I_. ' Mn SEE :.. t. )YJ/ SEE - 1' Ebn t' INSTpiLA"r!O?b5 ONL VA L'• FGR WINO NOTE t ( NOTE ' SPEED UP TO 470 n, p .,. ANC,iDRS - ... _..__tSEE SECt:ON E2, h uTERNAYtvE E2tW ON SNFEr ,e) I.. _.. ..- EZt/18, EZIW/18 YPICAL ELEVATION FOR SERIES 200 E-Z HANG STORM PANEL (, SYMEM (t) f;ALE: 3/32-1" 7. 687-(tm O&SAF' J r MW -I AHOU VAL�' ' LEY) 11 11-1111, ,/4' "+_MAX. GAP t ` - SECT1t3t s ,,,,,pI. N,,JAr ilTtJft+ , . `11� ,'-' EN ✓',P FLORIDA BUILDING CODE Non High Velocity Hot lccne Zone) _ - 0. 44i BT ? om2a rnnm. aK 24 GAGE GALVANIZED STEEL STORM PANEL : - - t * s� A GLOBAL PROTECTION PRODUCTS, LLC. o x�' " ' STATE O I rNc Fi.OR(Gr`fW­�� LOT TE te; Ii FRUNEE R RI; co -ANY Oy Y.wiL YJ]SS 1- ' - Pom. r.1R9Y Ydo : (.YWY ar ,.T PI?GNL: Sfi JA'la^I`.iS ,-A' f9'H`A99_dN11 20-} 75 r+'Yjy P 4. lz.fE4iL. -_ CA MCSi/8 O,NatluG a. � A A TILL" ✓., PL pa ear*€ ea4 IYOrt;C' `,NJT glld$T ,. reE na dIIIIInII111 - {}f61 E NJ G I f'-EEP=iI` (.3 ENGINEERING EXPRESS* PRODUCT EVALUATION REPORT September 15 2020. Application N umber: 7 -- R2 -L@r1. EX Project Number 20-31 U3 Product Manufacturer Aif American Shtittersand Glass Manufacturer Address- 1540 Donna Road West Palm Beach FL 33409 Product Name& DescripDon24ga Galvanized Steel Storm Panels is Large Missile Impact Resisterd Scope of Evaluation: This Product: Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 611320-3,005, F A.C., for statewide acceptance per Methad 1(d). The product noted above has been tested and/of ea)uatadas summarized herein to show compliance with TheFloridab Bu-ddf Code Seventh Edition 202 and I far a purpose intended, at least equivalent tot t r uir the Code D s, the d ha ed { r P P� q aq by Re-evaluationof this product beTacaitacfollowing pertinent FforiaBuilding s'n Coda t %xhcatons or revisions, ,Substantiating data: • PRODUCT EVAWAIJON..DOCUDENTS EX drawing*2031643 titled "2 a Galvanized feel Storm Panels (HVHZ & Non-HVHZ)', sheets 1-5 t S H 'fB t ) . prepared by Engineering Express, signed & sealed by Frank Bennardo, P,E. is an Integral partof this Evaluation Report. . TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc. Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 teststandEeds per test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc. . STRUCTURAL ENGINEERJNG CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative andlor rational analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2_ Minimum: Allowable Spans 3 Mkronum Glass Separation 4. Anchor Spacing. 160 SW 12'^ AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEA R@ENGINEEAINGEXPResS.COM ENGI N EEA/NGE%PaEss,CON 1 ,y GN. --11 _` II rT:>• -n. .Mnrr•':r_, V :I L i_t I'll, 1 ��61 .ir�r14 �. ), r, oy L ALT_RNATEBURDOUT E%rRUSINNer h ,. r,n. ,) 1 R Ir [C. t S 1 Wi ,III, 0� LL -.I.. Uu I'TIIa C .( HOIW L -V '4 C ('. r' ov : rLr. bla WALL OVyr 3_CrlDla M , tJ yIm k -11,11, ��,=, - � ,­­, M L. e ac..l / .._n_ ,/, `C .9S : s IT, ., r - -r�:T z`­_kI : 0 rt-1 t M h: c I...1.Y !LI s " e ll., - ` a $^ r_R„cru'il ]v L - O]""M�CrCLUF y -1 If LI 3311L LLT I L E�.1L"R{'Pi• �_/ L1aul t II - I-, N.0 rR 4I... w...... L1 TRH -I MUL", H...... ki ra ENGINEERING Pale 2 or' - All American Shutters and Glass - 24ua Galvanized Sieel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and essential facilities, Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed test Ta Drt(s)� and is accounted for In the engineering design of this product Wind Load Resistance This product h been designed o resist wind loads as indicated in the span s hedul on the T as d t ad e o e s) p g P respective Product Evaluation Document fie. engineering drawing), installation Tits product shall be Installed In strict compliance with its respective Product Evaluation Document (I.a engineering drawing), along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document (i.e. engineering drawing) - Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (i.e P )>g engineering drawing)as noted herein. . )Isupporting h t structures shall be designed it superimposed Toads ands all be of a material A host g So resist ah listed to Thia product's respective arc'or schedule- Host structu re conditions which are not a= n ed for in this product's respective anchor schedule shall be designed for on a site specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination. and other such damage a Sit times, This product has been designed for use within and outside the High Velocity Hurricane Zane (HVHZ). RespeL-tPully- hit s Wig- 1 At .,t ,,.� Frank Bernardo, PE ENGINEERING Ek'PRese 4PF00446549 I Con. Auih 9885 160 SW 12'" AVENUE SUITE 106, D€ERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ENGtNEERINGEXPRFSS.COM ENGINEERINGE[PR.ESS,iOM I /h A :.r' LL _ a,l C ...F r.-. nrlll „ ns 1 i -U F_ �.. '.' 1- LT r I! .0 ll f I H ,T,"I�lk, _ - l' C>._ 1� . - .sa L_FL :c -• - 0 N H 411 rL 'tIII 11. v CDUNWROOR MOUNT $[CYAN I- J U r µ.. IiVPC r n:. Y V4A r'- r .. , s7 rnwrc,rnN Y✓L MAV VAAV M 'Ill) P T, iI W, I[JI I ,+., E-S ' C T CLIt 4 .7" IrF - il"^- r ., I LLu =. 'r._ ,P. 1, e IJr Y," _ Ill ___' I.1 u.,_Eol'n .. a s rra U -E R!: 1 J [Is.. t. s tN. Rp - .- i - Pf TIC, - EF_ - lit 1_ I,..LA C -r PC rll..xem.l r- --I I C... -Tl-1F1 7, n:a r-rr `^ @01TIONAL 1 W-HILI]SURE �AILN V H,�: T Ia1�J -NI% ' gP 9 E . I C it� a ' a1 F' . t s 20-31543 I L I -Z I HSTORM INFO POURED CONCRETE CONCRETE BLOCK AND WOOD STRUCTURES E15WING POURED - ±- GONCRETE OR _ _tj4'0 TAFODN GONCREIE BLOCK ' I I. µ ANCHOR 6 12' O.G. - lot "'-, -� i/4'0 TAPCON :. ," .-._ _ _.)14x#' IT HFaD TER 'HOOD NEpDEH ' ` I -7 {1 SM1' HE% NFAO Tfit 4Y�}(t4• FROM REQIARED -', 7 I •. ____.. - SCREW b 4` FROM ANCM,}R r) i2 OZ. ', SCREW .. - EDGE 6F V ,; , TT 71 EDGE OF r ( �'. � I, ;h _ 9 , ; `" ( (1' , I } ,. " 11".._ ) _.__ _. __ _- I t_ __.___.- ._ ,,. i 1f2. 1 '} i 2 ,/4"r-2a,r,- 11 _ 1.- b tJ.'*-r-ci y�j R ;,,.,Y I i t i I s,& INN,1"a tI 1 Y 6 1)1y) eG __, Pa FA001,PP f' A I 0.f2" (T)P[RFWNL "1t 1 I/2' t" Mhs, I y R #" Min. { ...t -SEPARATION B IT ) r•. I We EXISt'HJG !9 TO GLASS.. 3I,g'P 1 &' ALGMINUM PUP I GLAA)G„�,JC'-'"To G, 't, i EMIN '. G1P55 'II t I ,� 'ti GLASS a YO GtA$5 ; --y RIVIET NUN POP RNE7 RNET .C. ..c' f i _V. s,s 4brs w.. 11 I uaz. ,/*ro-2wr- "I 1 MAX. O EA ii + _... .1 PANEEL LENGTH * SS. BDL75 R .- -__. , 9 ...._ 4 - ..--. I PANEL LENGTH. 49 0 I. __ _. AT. A I $ N I �` t, 1 ,1 11 I' Nan, I ( I" hen B-5[PAPAnQN 1 �� N I __7f4`Y-iDa2• - L u_-f �N i THUMBSCREW B 10 GtA55- 1 - � *Le tiJ so%. ASS B I /4 0 24v1" OF "L- - 11 I THUMBSCREW 11 I „ 4 I ,_' s J R i s - t �"� �} I . . _,__ _ ED � I I -- ,, r, _1 RNL f },ua, , . _I __ 7) QI - 7 F4.0 TAPCON ANCHOR A 12' O.c, x"K4' WOOD 1/4"0 ;APCON 'Tr �( ANCHOR Be 12 O C � COp�aGiN%EOiE OR �j REEOL ;_ CONCR€fE BLOCK .. -:. iRED REQUIRED. . 1 WALL MQ,UNTI__tNG WALLi101,[-MTm SECTION EZs ALURNATIYE 2M SCALE 3/8=1" SCALE 3/8=1" 4N,ittaNHNJEJ �'"o A. T1i[fp", L�OE £'F ., FLORIDA BUILDING CODE (Non Nigh Velocity Hurricone Zone) +t i1t s: ,k MIN. PANEL LENGTH - _ I, INSTALLATION ARE ONLY VAUD FOR MM. A.S.D. DESIGN SHALL BE 2'-6" 0' �,k i I, t ; 24 GAGE GALVANIZED STEEL STORM PANEL BJ�,11 e,._ PRESSURE RATING t/- 40.0 p.s.f, AND 6'-0" MAX 1 ,0% SlArt 0 � .-.:� > � oTJv/mur PANEL LENGTH, . gs , F �� iL. E � Q .Iec \` GLOBAL PROTECTION PRODUCTS, LLC. Sure .EBB xA ss STREET `„4• C()H1B T"2f'-'i 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD _ c:� YrLutlEsrlLaT 4c slrsrtalxRiNo SYNPANY Mv,F_. FL 31115 ," v'°ro-"g 20-.575 "� e'`R'-,is, ,^ame Ias.isNa-.ass. rAw (srpsss_ MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC '' i� 15 ! rrmve , #'I+' S"!(JurnieeI •Lynn - ,aY.. erR.Nnrlc He ss ' DENSITY OF 0.55 OR EQUAL. 9lrrtNrr#ai ' +al .anwenT. A tanI­ /sNFNuuPLJaA1F TIN 4 Pa m-,as pm 6aaR i. n;an &. PF. aWFdt ,E 0r ,E 449 ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ WIDTH UNLIMITED :. RR PANEL (PE T O AN 511111 TOP MGU.NT S.ONN ( N T vP TYPE AS. RE D) SEd'fION5 I APPRUP IE SPAN.'I AdUt 7-+ RlA ) N I�4 ti O11 i � q o PLAN VIEW za 1. v i c � R0.156" > _ / t BOTTOM MOUNT / t1 N 1 t (CONN TYRE AS : ♦tit ,� REQ'D) 0,391" P u ns,r a MAY HE A'C �'� _ f 6TOM 1TYPIL VERTICAL MOUNOTLEVAT ION ' 1 PITS. ELEVATION TOP MOUN T Ni fCONN TYP LmAK .. A,'; RE 'D t2 ) 'TIE--�-DESTRUCTION) (P 5 AN ABOVE BOTTOM I w 3 �' � f OU T N tCONN TYP AS REQ'D) ��11 z qK O -OB'_-rRUCTION (LOCATION MAY VARY) w�a �-_- TOP MOUNT ,Y LNN (GOWN TYPE AS REQ'D) BOTTOM MOUNT. tCO LmaX PAN iETR BELOW TYKE As Rgq D) pBSTRUCT10N) PANELS MAY BE NOTCHED AS REQUIRED: OPTIONAL Y4 -2D 4'TITCH BOLTS.IN1'rH WASHERED PROVIDED THATGONNECTION5 AND ANCHORS ARE USED WHICH SATISFY WINGNUTS FASTENED'@ SPANS ABOVE& BELOW OBSTRUCTION, OVERLAPS 9 MID5PAN (USE APPROPRIATE GRAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS PANEL NE '.P AID aP CAASS M1NIMi)M STORM 5E aR ,h VM6L 8 H IIl WIND 4 A € AI FACRITiES ( V . W N SSENIn -) MA%Iti1UNL _. -._ _.. DE57GN A I Sl I.AIICIN5 LE5 rN5rAl1ATK NSORr4TER v LL rWABU' N AL 5 Rk R I 41 E <PAN Tt.j THAN 3fYABLYE ERRPE MAN HC'RRr ":GrAEK iPsrl 1i6Jrr S1Grq 6 In 1 D Ile i 60 bOfJt n ^}E Ip L ICb B,n 8D8 ,n 7 §Ill _832I,, 609„ .531I1 Bin b 1m2132 I. IJ64 ,n 6. L'in 29n In :)VAN �)Lr1tUULt IVU I tJ: L- ENTER SPAIN SCHEDULES WITH NEGATIVE DESIGN LOAD 8 RAVEL FASTENER SPACING 7O DETERMINE MAXIMUM ALLOWABLE STORM PA NEt BRAN. SCHEDULE 6 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS- ARE STUDS USED IN CONJUNCTION WITH A47. MOUNTING EXTRU SIONS ("P-TRACK. STUDDED AJLIE. FTC.). USE 625- :. OC PANEL FASTENER SPACING TABLE VALUES FOR L (INCLUDING BUILD OUT CO H'- AND N U"-HEADERS C CONDITION'S $. IJrJEAR INTERPOLATION BETWEEN LOADS 1.5 ACCEPTABLE, OTHERWISE USE NJECT HIGHER LEAD. PA V N T 1. ENTER L SPAN SCHEDULE TION FROM POSITIVE RE51 LOAD O DETERMINE O MINIMUM ALLOWABLE SEPARATION fapM THE OPENING TO BE PROTECTED. 2. SCHEDULE 45 REQUIRED FOR USE WITH POSITIVE. LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT WC -HER LOAD R N STALLATI N DE F THE HVHZ ANDOUTSIDE DE OF ESSENTIAL FOR I N O S OUTSIDE O lrrai I7IO Nr R T d3 FACILITIES IN NOT WIND ZONES I THROUGH 3. HE GLASS FROM Alt_ EON SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM =HE PROTECTED OPENING IS REQUIRED. '� FPMIKBEf11a rE r PEO_NMT. GRD, Nee. -°=.`-✓-""" - MAXIMUM ALLOWABLE ml,, 4-'J�'f FP to DESIGN PRESSURES pit 'a��'' •w 4.i��;51; ___-_ pS. NOTED IN DESIGN DESIGN NOTES: I SCHEDULES 'a N PC73IT111E AND NEGATIVE DESIGN PRESSURES CALCU.IATED `' w m z,. L D-. FORLISEWSTH THiS5Y5TEM SNAL BE DETERMINE PER THE F m SEPARATE ENGi � NG INACCORDANCE WITH ARA N»Ri GO E WING CORE fRESGURE RE UIRE' E SAS R M NT J rQ tt�i T _5 I N m f L �w 7 AND AP' DETER ITHE RWAB I CE1 - HASCE LE TER 7� 1609 Of THE FIAku7ABUFiDING(CODE SHALL BE LESS THAN �k °w z7u - ' OR EpVALTOTHE'P0g,Myy1E OR NEGATIVE DESIGN PRESSURE CAVA TTY VALUES LISTED HEREIN FOR ANY p �¢ ..4A+I IL i ASSEMBLY AS S%i N 9L m g NIIJ `� 5-�- �"r GENERAL NOTES; �5a s :. IS 5P 2HY ATION HISBEENDE5IG AN AL E F 0.ICATED IN TN EC c H NED D sH L 0 rqB w - f1W ICCOROANCEYVCM THEREOYIREMENTS OETHE FLDAIDA 6U1LD115G CODE :EVENTH EDIiON(2020)FOR USEtN51DE AND OUTSIDE OF 7NE HVHZ. PH'P A5201, 202 AND 153 TEST RROTQCO I.S. LU fiTRACTDRbHALLINVESTIGATE 4i +Nap _ 2. WO 33 1/3Afi INCREASE 1N :ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM 3, THE ARLHITKTIENGINEEK OF RECORD FOR THE PROJECT $UPER$TRIItTURE WITH 6'I HIGH THIS .DES16111.SUSEDSHALLSE RESPONa1BLE (D - FORTHEINTEGRITYOFALLSUPPDRTINGSURFACESTOTHI50ESIf2a WHICH Q ' SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR 4. SEPARAT '5Tre S ECIFZzC'S Ga HE RINGSHALLBEREE-QQNIR€DIN �PFLECTION6,o0. Z ORDER 7D DMATEP80H LOA pp55, SPANS GONTATNEO H EPEIN. <ONTACTTH]S. EN GRaEER FOR ALTERNATE PS' PAN CALCULATION S AS < c MAY BE Re UIREO 5.. THETEMAILED HQLESH.tS GENERIC AND NOT PROVIDE HET R4 N : M ,�, rr g rn FOR Sire, FOR ENS1TEED Ia OR FRONT W 2 O. ¢ OWNERDITIONS etrINT THE CONDITIONS DETAILED HEREIN ALICENSEDEMGINEEROREGISTERED TH CONDITI DETAILED H ONS ft �. �"+ W z. �i RC ITEGTSH ALLPREPARESL fiPE[IFLC DOCUMENTS NTS FOR USE 3N M E AT rorl]urarn4N WITH URNS NOTED ENY a D 6. DESIGN PRESSURES NOTED hIERE1N ARE aA6E0.ON MANIMUM TESTED PRESSURES DIVIDED EPA 15 SAFETY FACTOP. O.'m ry En N ¢ 7- .. ALL FASTEN 1N5JR'S BE 5i OR GRPATER SAE GRAbE S UFILESS NoTeD D'rHER.WI5E EA9TENERS.SHALLBECADMI N-PIATED OR OTHERWISE p " a iR m �. iiF 1P 4T I CORROSION RE5 TMATERIAL:I DSHALLCO ALYVIT tt 5 ASSOCIATION, 15 hNT' AN N Tl. FOR ALUMINUM STRdCTUr5D SECTION 1.3 AGSOC2ATfDNr a ANEL FEDE STATE ANDORL CAL ODES ND/OR LOCAL CO INC_.&LSTORI tl ,J IN PANELS B. A(LSTORM PAN PLASH CONFORM1 $T T4 A STRU OLAwTY 9 Lb Sr - TG51 PANE 5H4COATIa T A IA AUM CC 62 _ G WITH rrT elNRAL Al W A K Y STEEL G ALUMINUMEXTR SIONGS ALLBIE6U UT A UM N SL 10, ALL ALU MiNUM E%IRU81DN55HALL BE 6U63•T6 ALUM[N UM:ALLQY, U.I UNLESS NOTED FRVrISE. Q TO Sl. TOP a BOTTOM 0ICTA pEPAILSNE SHOWN MAY BE INTERCHANGED AS FIELD PANELS MAYBE MOUNTED VERTICALLY OR J HONOI710ALLX AS APPLICABLE, HORIZONTALLY AS APFLICABLE• J NON-CR it KED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHOR 5 PER MAN UFACTURERS.RECOMMENDATIONS. 13.. THE CONTR,ACORIS RESPONSIBLETO INSULATE OR RROTECTALL +p Eg J6`y MEMBERS FROM DISSIMILAR MATERIALS TO. PREVENT ELECT kOL SITE, 24. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESDRV AS- g .. Lr ar €3 & FEDERAL CODES 6 FROM FRFIN, NO AODMONAL NTENOED. ER MARKINGS TO THIS DOC11M&N7 IRIOA PROOLtCTRFPRCIVAL NUMBER O,T1.rm,.rw ii-i uuY 20-31543 VISIT ECALC.I0151543 Ego 2 ' P J N ; _b Afl r r_, ',I ri 76 „ ,,,P- r M9TBJ61NEIRPIGEXPREJeD 92SE FGIi W IGN4 NB, �PPRTS P€9JwCE9 MINIMUM ALLOWABLE SPA SCHEDULE TOP MOUNT S - ffi N m n1 n = 5 m N' 1 H$ _ or E S , 4 - 1IA"4 e u 'I' Header O" Cr D" 23" 24° 2S 27 24' O' 2A' 23" 26' 8,rxd.W'U' Header O' O' 11' 23" 24' 25" 22" 24` IT 24" 2Y 26" F_ Z hS & 'U" 9 H =Bar C' O` IF 23" 2a � 2r 2C E-' 2a" 23" 26' M 2+56SWd 14 23 24" 24' f t" 30' 3 !" 1 i" 24" 7 7' 33" 0 `d B fldoW'F'Track 2 A 24' 2 A` 31, 53 2a" 40' Ae" 2 A" AT 5- "F`Trard za iIt 2S" a5" J- al` W "_.L" 3D" � 4i ZS" sw 50" al" al", 55 tl swd a !wa Mown Dana Maws 2 4• 22" ?4" ar Jd" 11" fit" as¢ 4a" 3D' 5D^ i t^ 29" as'- d 9" 2z' Z 4" za^ Ae" tl' 30" 3 1` 53" 6 t 4adn 'U" 1 0" tP d" 29" 2 4" a .F. 7 An W me a 4. 2 4^ 2 &. �., 4$ 0 �" 2s 4B° �. 4 8„ 40.. L S 3. sum N, Sllt nwn 'd8" 2ar II'" 3a" 12" 3T 23' 3t1' 33" O" T maR W W. 2W 3a, 1 es, $.. ] : 59"' 2G' f 11 I 3_Y' 1 5a" Y xIL 15TOYFJ Th9FW e,' H. NEfLNGT1K t15€ 1 W xr'daAC`rE0:i4 TASAIINIOU( 1I NU in ICCzr APu 7 N6$fl+.aA a A '''.'4' Ea.ill€U-WIF #MFJ"4'K.-,'KY-:fa#L4T'A ' k-Ei+3r PUYn'.V V"' R P "IF NY ]M A C ' e C f 1 el a, N NLP 1 AEC f IR. p3 1 kLNE.. kt EIfi ISlR5 N�'i t'SttRi C 1tC '.A & Is,31r'f nfJ 14'1'I 3N A A@L: {= W , L F, LD D i M O ^2Nr. D f tl 'Fa :arI. Vl.l J t @11. nl !N CST'a i 15 ED , 5.0 56 TRYf 0*, a4 Ea l CT 'liTrs, i. ,- r,. r L e .E= arD Na ('vinH tlA wRaOL EPL'5f ANDS 94 C4N£t5. & Y Wi PA.IEt to T k ElE W,s6U .5N,u. Z p 5 NEI.S MAV SPA 56 N,N, tM Y C r.0 Oir't-, . DF b.,Tt:)4,' il6YAE5 cell Pe .na race uFr a ". , �:rNc m rn >, o-r,v„rrccmw,'sw"irna tv ___ &w+wrwt.< 1, ,4 g M L OPTIONALINTERIOR FASTENING DETAIL N,TS- 0UIF, .�sp W ¢ � Z M W<C _ � m h tno=" �� Q ,4 £ G 3�� i _.. zrl��i 8 Li:1 ".11 P1 Ta 1 6 � ff IF.I.I.- An•MCEIrr 3; W a PANEL. {t 'I.0 i 5.. .DEW U N, TOR a % { w. lN:,tidy A NA?.IERI:C ri]NGNr.,i _ ],v raE ru"E 4: ; 01 43 NO r R . , ra "L`IEa tkl::w Pit. r As++Ea€o ,,O, SE 1 ,.. ����,€ttg'i A & WING LJ10 Y'v e. Nr,_ EI p '{ UT E I ,R RI ZL+ML" ,,I TF3I 1 E t I y - rnnt'r Jj O t Cann lv,=E nn p . , 6 P. w' J lii ,.3 % Y MIT t. „ Cell h 7E E I , ' 1�1 1'r�. _+<' Dl' - 'D: RF _ T{MNrffi&4TOPf :-.ST]rd6 +XfCiE. 5`N`U ✓ OF MAI ,€ 11- _ .R ALN z, IAN_>!S 20-31543 VMIOD-1- -NAE R,r,'u"':, ANE A I ENT 1O iY « FANE.1 PARIDIACerapnertiIii V I{7'AL EGRESS PANEL DETAIL 5 INTERIsiR FASTENING 1, NK OLNNARDO, PC -PE Olei 4 See1 :- , 1_- 0.094" 7.990" 2 250" .'O.A 1-2.250"-�0.060' 7 . y U_ _ _ 0,094^-Io;U9a„ 1 0,7sO" D,11DI" Z s ' m']sl" u,u:-\ r-0 625" m 11 4 iLZS" D;a94" - - - _____1 0ri 4: L .� OL�„ �o� 1H,A _gu T i s n a 0,094 - TY m .094" "P 1 r'�T.120' 099' ^' In TYP ti,r D. i+ W m -6,3 o0062a ! _ 063,,. ,-_ ri _ ==r LL "0:06 2 T-oi2s am N l a3O" t.a30"' J�t. O,a,s 62 n D II �` O:O 2 ° f-- s 5 2D D �� a a ._ P a62" ,. .� T F. �l i.0A0 �-I 00 I- , 2 - 2.0 -.,I r - ff ,35 SO 0d. I-- w 0 -- 2 Qa0' , " L7 _Pmr 4,121". 1,1H0"y'H°HEAILEP. 3'V' ..af11lA�-.pilF 'U"HEAbEfl {(J M`'=L &U-PAN CLOSURE ru-. S1V� :g44m®a sy IIV I.o�° I 3 3H0" MAX. 0.313" X �o 31 0 1 ." L i 56T3'I� 5'b0" 1510° 0.376" 1,5 1, P. , 0 365"--1{ 495, 0 4 { I- 3 y3�� 4 �"' LP 12-500'PA,NEL COVERAGLE 1 :-I I). 19t D• �5" Pl D19D„-ry lh- a "' 5S' 9.&Sb" O.75b" 1.007„ 9.��• NIn . 0,179" � L I``� tl.5 4" 0,250 O.OSD" ow 545" 1a.675° PANELLE GT+1 O, e N 150" O [G. I IIIIrL��. 2-0 GA PANEL II �_ DIRE<nON •o j Illl tr a y}� � T I MAY BE O.D85' 0.250" i-I-o:D9D" T��D.D9a } __�, p D.e9�a �, Y a rr ozls'O.71b' RD as o.3os rr� TYP TYP. -' 2.'-1 Ty O,7U0^ 6 SUNU�ACK T "P 1R II ,n T' ANOLEP- TRACK 0.990" Y� C" K A� F a,457" LD V' I ALLOY I xEYX�OLEa. ER 4 I U 213" r=Do Nw Ur O 3�6" I^ 0 5"' K,.ShF NT, a P `D EG WW �I�Ir�L�., 'ION F '"..fir _____ UtRCtT (,i� R p Hxr 9E h a... a u: '. _L L•L:+l �--3.,TD0". II {i.125 � `: a. w }�- REIERSED r`y� 2 b 1 i; ,.r :.¢'.:ers'. TYP,. u t1rJ A F n u..an ra3LL "F` ANGLE - 1RACK:iE]STENOEtYI g f a {{ � •rx = g ., CL y">_�PLA,LR. G 1 COO° r trI o N �. riV xx 21 apOr I I _,. Ir [, kl f I N� F N - OVERLAP j/ �`� °J 14"MAX,.GORIaENG'LOSNREDETAILi_f ._/ 1J.25" Max. � s - $,r.. N 1✓ 0.190 szrrrr..,iN:nEre � ,2_R^MA8 8 < S b Jy� Fd I.111 "s-J ax „ _ a Pa ,.�x re.. r _ _ y. ,. n r _ ':F:r,.0 C 1' ' RI :1 ^?, r, r„ll O 1I 1. 11 W ,v . - �"c 1 BU.LP-OUT ..... a: :.m a-.; f-mC lrc. fi O..,fNsh J^ i I r 9 T-F ,1= O RNCE P t111 MC113N1 Y-I.nHIINh I )Rini r5T N r. o r A.r x- r r=:a J ''r l` ' 11100Y, J �J o- Q -1" :: Itx:,. �,-ra L 1DDD" Er i _r .,Ea P _ 111, .En. -� ..F -q - 1K--alit a 1! / OVERLAP a 3.520 -i - }' z @ €i i -lie ., )1^.NFf'l1 -1. .T•t.4• / MAx f.25" MA% V t1:T 5 .1 m-1.$DO" r c 5 Tv-. MIN 'c L slth 10flig " 11 ,___,._, I r n-k 4" MAX, U „ 1 - J,i MIN. i mo I_w.l . "y 1 s = 55555 4I ''n'iL H t.KIIEA CLOSURE OETNL I ENIHED , �^ _ =I� Ha-,` 6 a' G pe ia� - .y Hr- J. . d19. .. {i{ :TRAP HDUNT CLO5UREDETAIL n . R.^r.:ir. � - its BT $. R ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANELFA51ENERS IS 12-5" O.C. . ®. ®DIE ®®11MiUMIIl�11111®EIS � 111M®iBXHEMMW EM E M®R�lfmm® in _ I, EM tE MONO ®� FM I ® ®®fffiffi L�Tp®®�Im zPPPEEP���.. ME MOMMMMMMM 1M�11111211111111MM1111111111�L ® ffiffl/ „i/ In/l :, //! o /'®FS /,,„. 111- Ines /012V wn y i v r i / i - MMONEENNOM iE® E lm® EIS M _ - ® Illlmilillllll '° 1�M �MIIII `®' ®�®'ME ,'L,ii' .�. MADEQaN ANCHOR PRZESSURE Type P9F .I. Np ' I' f:V "' In "'". rMN I, Ill 111'-.UU- CONN TYPE C1 D2 114 coolN TYPE CY CI C3 C4 CONN TYPE CY [2 L C', ,I, .T. RIU.. 33 IN ­­1 41 Rip{ � 46 rs�"'"'•�'^ 52 -2 L2.5' I6,t7 ].60' 10,9" 1J.S 16A" I'D" 7,5' 12 S' 16.0"160" 6.7" 1,5' 16D 6D aE" 1Z,r l60' L5-o 6.1" 129 6a"24.e fia" L S ]-O 160 7.5" 12.5 160' I47" 6.0" 129 160'147' .0" Ll.5 25' IS. -C' Zc dT 6 9" 6D" 1Z. 5' 1Z 5' 1.." 1 U 14 7" 6 D" ]47 6D" 12 5 12 2 _R' ii > 6 P" 6D'14- _D" p p r:Ll, 1 V2'CM1I6 33 WOOD ei Ru. 4 1 48 52 12 125' 16.0 160 01" 12S 16 IV 111 A" 125 6W 148 2" L 5' z 16.0 1A1. 6]" 12S 160' 9 56" ? 1 5 2 160' 9.7 56' L 5' 25' 125' I"0, 110 ISO SLY 116.0 9E 7.0" 6.4" 5,6"" 12 5 11.5 125 :16,0 1G❑" 16,0" 9 6 5 E" 9 ,E 9,6 66' II Y25 12.5 I6 O" If.", f.6 5.6" ] D" &6 5.6" P&D° 9,'6" 5,6" % 11q 111-v/ T11irt, 33 t PGw'CFAS' 41 A R 49 7IL12 TZ 125 16,0ISO" ILS 16,0" 115' 125 36,0'70.2': 17. 15,7 13, 3. 1 5 16.0" S2 125 16'fl" 9,2". i2 5 16: 4" D 11: 1 5 2 16 el' 9,11 12 S 154' 9,1" s' 12.SI Is.a 10,5" le.❑ 91. IB S 123 10:0" 16:0" 9t0 91 125 125 is.0' 3 V'4.1" U J "6":EMEED 7/3 X .3 ' A a I- RI11 41 1 N Ili H B �. WOOD tHI-tit 48 iz : 72 L25" ,. 16.0 86 J " 3 i25 15,5' EO 51:" 125 3 ' S.3 1 8 4`" L '. 2. 1 0 r.0' G S.9" 32.5' 12.5 4 8 4 ]" .� " 4 6 12.4" 4a'd S".. L2.S" 114 59" 5A" 6e25" 12.3" 47' 4.0' '625" 12.3" 4:7' 4.0" L -S 5 ' 5 4.7 " ..I V' 12 I b? 4 0" ' 25 12 " <-D" S 4: 6.?5" ]2; 4 T' 4.D" G.25' 12 3" 43401 G.25 12,3" a_T." 9.D" ANCHOR T NOTES: 1 ANCHOR SCHEDULE APPLIES TD ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXI MUM ALLOWABLE SPANS AND PRESSU RESINDICATED IN SPAN SCHEDULE SHALL APPLY. ENTERANCHOR SCHEDULE Et45EDClN PANEL FASTENER SPACING THE EXISTING STRUCTURE z R MATERIAL a ANCHOR TYFE- 9�EC-r DESIGN LOAD GREATER THAN ORE ALTO NEGATIVE DESIGN x LOADO ER AND SELECT SPAN GREATER H O EQUAL SNUTTE SPAN,SELECT N ION TT T THAN R QUA R CONNECTION TYPE BASED ON AFP&OPWATE MOUNTING CONDITION (SEE MOUNTING DETCL50N SHEET 2 FOR IDENTIFICATION OF TYPE), 3. "PANEL FASTENERS" ARE STUDS USED i CONJUNCTION WITH ALL MOUNTING EXTRUSIONS N T "F"-TRACK STUDDED ANGLE ETC USE H a5 U C PANEL FASTENER SPACNG TABLE VALUES FOR. A AL "H' -AND "U' HE DERS iPlCLUDI NG BUILDOUi CONCIITZDN ' A S { ) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WRH MANUFpCN RERS' RECOMMENDATIONS: 5NOLL BEMBEDMENT L CRHOST TR CiU ES LL CONFORM TO C90 BLOCK, 6, MINIMUM M EDMEN75 LL 6E AS,NOTED IN CH R SCHEDULE 7 MINIMUM EMBEDMENT AND EDGECN9TANCE EXCLUDES STUCCO, FQ4M BRICK AND OTHE0. w-LL A FINISHES WALL FIIatSH E55HA1_L HE LiMITEDTDlf4 MAX C!F SHALL BE VERIFIED BY OTHERS 70 ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. a. CONCRETE ANCHORS OI ED HEREIN BRALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY- 9, WHERE EXISTING STRUCTURE IS WOO FRAMING, EXISTING CONDITIONS MAY VARY FIELD VERIFY THAT FASTENERS ARE INTOADEQQATE WOOD FRAMING MEMBERS, NOT PL WOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 510E CLOSURE PIECES. SOWHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL T x 4" (MIN,) WOOD STUD (W" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL BE"SOUTHERN VINE "G=05S OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, 11 REMOVABLE ANCHORS ARE DEWALi PANELMATE .ALL -POINTS SOLID-51:S W T & BRABUSHG 12. MACHINE SCREWS SHALL HAVE IR"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRll55 HEAD, OR WAFER HEAD (S10EWALK BOLT) UNTO. 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OROTHEP WALL FINISHES. 14, M DESIGNATES ANCHOR OL INDITIONS WHICH ARE NOT ACCEPTABLE USES, I5. * DIRECT MOUNTING CONDITIONS. L6. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES L15TED ON THIS SHEET 1543 1a�.?� - 9 !?&f -4--0 N L U) _0 Ca (3) 7`0 U N � O 0- O .a O = .� cu U -0 � a. U) M1^ (3)U L_ M O � -0 •O tIJ ja O M 0 O CIO LL 4- O CU _ � M 4- .E_ Cl) C// c^.r Cn a1� L. W -+--# 6--i C /^) = M [0- it- a) C =3 -0 M 0 r� U Wr^ V / L. m W C G Z Z Z Q J CL SHEET NO, SH 1.5 __ I. rt 11 11 I i1_ T_ T_