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Home My WebLink About36515 Well Hill WayL— . AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF B'Ifold Door BK SH or Bk Sh BookShelf BLK or BLK. 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. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir 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 Galv. 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 Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. 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 Rnd. 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 THIKN 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 LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VLorV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C 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 Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 v. UPDATESvvv� v' REVISED SGD, LANAI 06/01 / 18 4.1 A T r•- A REV. 06.23.22 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE :E 11 :E 11 00 EE:1E:1E:1E:1E:1E]--, E:11:11:]E:1E:1E:1E:1 I = 17= ISI INI *,AL 1719M 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. 0 O u O Oan N c6 O N N t N p Q N N SC 3 = m d 03 v 3 3 u � c o o. cri P N C2. > C:) s as Y N i N\J z � 11 `Vt 13IJ" �\ v ' � � l-57' ,9 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 a g8 �n N V O G 7 °O LL a a U- U- z Z CN Z 13 m o M CSo WCm I, o �2 ru'�: W z O Z Z L' x co LL N U N F 0 U ❑❑❑ Z W U Z N z v — — N WV)2f 13 v � o v LL L LO W N o p U O w $ V) c ,C'', V) U) U w m 'im t g �I U c g 0 o J� W M J a � Z Q E E wo W°® >o O H M 2° <1 Qo oo 0Z ZZQ WM<g ru cn c o� m Zo Z m J yo am aw ZZ y3 Z Ja W T � LL a= tiW m o w� �o v 0. a 03 O > Ln O d� m m M c9 0 CO Ln N CO Ln 4-J M ce CQ T N L0 r Q LO r T M M o r0 O r/1 LO Z Z E IN ; m a E 0 Q o c � JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. C S e 0. BATH BATHROOM VARIES, 2" LESS THAN CABINETS BELOW 1 MIRROR / 24" TOWEL BAR w ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL MEDICINE 1 CABINET 60 TOILET PAPER I HOLDER (i_6 q fV TEMP 0 OBSC 00 0 0. BATH VARIES PER FLR. PLAN r` KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS oZ oZ M m SHWR. SHWR. CURTAIN HEAD ROD g TOWEL BAR IN a, TUB OR SHWR. Cr SHWR. is isVALVES _ `Q SOAP io D c DISH 1f1 U M � TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS � 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGSTHAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET w0 36" H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE 4 CABINETS W LL F rn a `O O 2x a? FRAMING 1/2" GYP ? BOARD - FIN. FLR. SHELVING x em 1M (VI I I N ISLAND COUNTER CABINET BLOCKING I� ALT �I _ I AC PAD ===1_J In N J S6 TYP. @ 2-STORY O M r 12"x12" CMU w/ (4) #5 VERTICAL 1'-4"X1'-4" "L" SHAPE CMU COLUMN 5'-0" 10'-4" AC PAD Np @ J 2-STORY S( 35 SH DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET 1/2 WALL OR RAILING PER SPECS FLOOR G.T. I I - UP I I I I OPEN I I TO. ABV. I I q (3) 2x4 #2 SPF STUDS W/ USP HTT16_@ BASE T-011 FOYER 8'-8 FLAT CLG. TILE V-4" L 7 4' L 1'4' -------------- LANAI 8'-8" FLAT CLG. A.F.F. 1 9'-8" I I I I I I I O I I 6068 SGD I HB BRKFST. - 8'-8" FLAT CLG: _ TILE iv zo • N2068 � C',4 IBF �--� I II p I 6-'61.- I . II CL w 11" 1 _� TO _o 0 'ZI . .... U5- - - `-'- r R KIT. - I 8'-8" FLAT CL . - TitE LLI Iz "in S-0,1 0,; 51�11 1 LO CWH 4'-5" 6'-4 Q BUILDER TO PROVIDE S4 APPLIANCE PROTECTION C WHEN REQUIRED PER FBC S3 H1 W/ USP LSTA 8 STRAPS (CENTERED) EACH SIDE I I O I = OF WALL TO FLOORri I I io TRUSS ABOVE @ 16" O.C. S6 LL Z o Ir GARATYP.GE 2-ST @ I I Z 8'-8" FLAT CLG. A.F.F. 2 STOR I I u_ c~n > ENTRY WQw N I I 8'-8" FLAT CLG Z I I AFF II------------------------- A I I r------ S3 I I I I I I TYP. @ I _ - - - - - - I FLOOR G.T. I SINGLE - - - - - - - - - - - - - - STORY j 8"x16" CMU COLUMN j I W/ 6"x12" ABOVE I INTERGRATED INTO K HB WALL W/ (2) #5 TYP @ S4 I VERTICAL GARAGE q - - - - M �r--------------------- �• 16 70 OVE(\R/H.�.EAAD DOOR . AIII AI Oil IM"I it A11 I ICI n11 1 1' All 0 L0 OPENING PRESSURES ENCLOSED - EXPOSURERIC" ® +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 GC� SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE R.O. CMU R.O. FRAME SIZE (Flange) (Fin) TYPE 12 20X26 181X251 S.H. 13 20 X 381 181 X 37 4 S.H. 14 20 X 501 18 'X 50 S.H. 15 20X63 18 X62# S.H. 16 20X72 18X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 271/4X381 26x374 S.H. 1 H4 27 a X 501 26 x 50 S.H. 1H5 2711X63 26X621/2 S.H. 1 H6 27 d X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S.H. 23 37 a X 38 a 36 2 X 37 3/4 S.H. 24 37 J X 50 a 36 4 X 50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37 a X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 ' WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54X38J 52 X37a S.H. 34 54 X 50 52 � X 50 S.H. 35 54 X 63 52 1 X 621 S.H. 36 54 X 72 52 g X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" 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 FIRST FLOOR PLAN-B SCALE: tX"=1'4' General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) stir WINDOW SCHEDULE R.O. CMU R.O. FRAME SIZE (Flange) (Fin) TYPE 12 20X26 181X251 S.H. 13 20 X 381 181 X 37 4 S.H. 14 20 X 501 18 'X 50 S.H. 15 20X63 18 X62# S.H. 16 20X72 18X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 271/4X381 26x374 S.H. 1 H4 27 a X 501 26 x 50 S.H. 1H5 2711X63 26X621/2 S.H. 1 H6 27 d X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S.H. 23 37 a X 38 a 36 2 X 37 3/4 S.H. 24 37 J X 50 a 36 4 X 50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37 a X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 ' WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54X38J 52 X37a S.H. 34 54 X 50 52 � X 50 S.H. 35 54 X 63 52 1 X 621 S.H. 36 54 X 72 52 g X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" 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 FIRST FLOOR PLAN-B SCALE: tX"=1'4' General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) stir HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" 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 FIRST FLOOR PLAN-B SCALE: tX"=1'4' General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) stir FIRST FLOOR PLAN-B SCALE: tX"=1'4' General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) stir Ca +cam � o Z a- �c 2 W 2: c M NyCV t m d E c c ea d aJ W LJ _ CIS c o N C O 0 0 a u 0 0 VIA %r . 1' pf r Patz?`t1at�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Floride 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 11- a of o N O N N r R i 0 om c C 3 co N LL ) 0LU N (n t`ti� LL w a a a yMv w a JELL z 0 0 t mo O'iyz' S 0 ilk WN1 o0 ' R N (p CO o2M � Q 'Lo o w LID Z o� ❑cli ❑❑ 1� z N M J d � PI z � �N � o w W U 0(D N w o c 1- M v, agoU E r I z� ¢ In 8 S� o J< w M J �Q O Z U_ L EE zo W rm <� a p of z® 9 r6 .0 oQ O <�aa z O U Z z a f° wg �� ¢`= a mo o� Z z J y2 maw g 3 F 0� � z 5° W CIO°a 87 LL Qo az L�1, � w� �3 Jz _0 �O c� w¢ i< I O a� 03 0 12 = U-) 0 f`0 CUL IUD Y CU a- m ' ^ �.. / M co 0 04 Lo N LO r Q r T LO M (\ 0 E O 0 LO Z z E N ; r_ a E a 0 _ ¢ o � JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. 1.1 u-t rIs.- CONT. HANDRAIL RETURN TO_ � WALL DETAIL. A SCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING U 42" KNEE WALL WITH 1x8 CAP & CASING - USP MP3 CLIP EA. - STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 M7 i 36" H. CONT. r ,'' 15 GRASPABLE �''14 _ RAILING C:)' I i ' 13 I CY ' I ' ' I , 12 I ' 10 42" KNEE = i I ,' 10LOICO WALL WITH oo 1 9 1x TREAD _ "o 1x8 CAP & ,�' (TYP.) - o CASING 8 STORAGE I 00 r ,,, ' 7 UNDER 00 '6 STAIRS 1x8 CAP & ; 5 2x FRAMED CASING ,�' I,%/4 WALL i 1x RISERS i 3 (TYP.) ' 2 (3) 2x12 2x FRAMED 1 STRINGERS WALL 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION � SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMIN( (2) 2x HDR. REQ'D @ EN[ LANDING FOF STRINGERS - CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 3/4" PLYWOOD EXTERIOR WALLS DECKING FLOOR SYSTEM N 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. H1 "*EGRE U) 2 w N U* 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- ------------� 25'-0" I I I I I I 61H1 1 A ° � TYP. U.N.O. 25 SHI I *EGRESS OWNER'S SUITE 8'-0" FLAT CLG. CARPET - OP - G.T. - 2668 BF - BEDROOM 4 8'-0" FLAT CLG. CARPET 1/2 WALL OR RAILING PER SPECS 11'4° 2668 io LO T-6' 60 X 36 C9Lo - SHOWER FIBERGLASS SURROUND 'TP - 5'-0" 4'-0" 2668 - BAT H 8'- "FLAT CLG. 2018 TILE LO BF 11 4-SH �i R&S WIC - 8'-0" FLAT CL (4„206 ,. CARPET I U) 1.j ca RCQESS R&S -11" 91 o7I CO T =I `* 4 5 6 7 8 9 110 Ill 112 113 114 R&S 2652 -------N R/A H 4068 = A BF 51-1011 r 3 8'-0" FLAT CLG, �4 TB CV i0 TECH CENTER 7'-9„ ouoa nr I W. LA U N ' I 8'-0" FLAT CLG. TILE 3'-10" 3'-11" D. 9'-5�" 2 3 D2 SIM. W/ (1) 6 icy I MSTAM36 G.T. I 5068 N STRAPS @ - - 11'-2" - - 2' _ " BF s 11'-15" - - - BASE � � BEDROOM 2 �I oa; BEDROOM 3 8'-0" FLAT CLG. I 8'-0" FLAT CLG. CARPET I CARPET *EGRESS I CI *EGRESS 2 SH 25 SH H 1 9 © 39 22 D2 D2 D1 D1 /\ JAMB STHD C)VFR� XH1 � ENTRY TO BE I v I CONNECTED DOWN PER DETAIL 6/D2 6-8" 6-8" 5'-10" HEADER SCHEDULE MARK HEADER SIZE RPEMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91 /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 1 TYP. @ )2 J CORNERS r D2 H1 O SIM. W/ (1) MSTAM36 STRAPS @ BASE ao TUB/ SHWR TILE TO 7' A.F.F. "v 6 H 1 D2 O -HANSON BOX @ 36" A.F.F. J Q m X N DRYER VENT THRU SIDE WALL -WIRE SHELF r @ +54" A.F.F. a, J S6 TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 0 M OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +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 +2g.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S.H. 13 20X384 182'X374 S.H. 14 20 X 50 a 18 'X 50 S.H. 15 20X63 182'X622 S.H. 16 20 X 72 181 X 7121 S.H. 1H2 271/4X26 26X25 S.H. 1H3 271/4X38$ 26x374 S.H. 1 H4 271 X 50 5 26 x 50 S.H. 1H5 27 a X 63 26 X 62 1/2 S.H. 1 H6 271 X 72 26 X 71 112 S.H. 22 37 4 X 26 36 X 25 1/2 S.H. 23 37 4 X 38 3612 X 37 3/4 S.H. 24 374X50g 362X50 S.H. 25 37 4 X 63 36 J X 62 1/2 S.H. 26 37 4 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 2 X 251 S.H. 33 54 X 38 J 52 J X 37 4 S.H. 34 54 X 50 $ 52 z X 50 S.H. 35 54 X 63 52; X 62; S.H. 36 54 X 72 522' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R4.1 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) SECOND FLOOR PLAN-B SCALE: Y4"=1'-0" N �� N f\- ' � � w o� o mx C U- a- N A C N t NC,o� Q CN a► o a = If cc L cc 3 tj 'CP o � o Ct •, c� •C F L . f- •- 4 �l lnA1%N.'ai*� 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 E y N a o 8 J 0 7 LL7 LL LL �N0 v M ° a Q Ju- LL z �rn X- M 0 o ..13Z -M.,o J z W N C , LLW OU ❑❑❑ Z ' W z N M z � z o � Q� � z C1 -1 o �4-1 LL cn � w � a t0 V o-� w $ V) c �N U w �. E 8 off u > � = L g� U o a c 8 Q 0 ° N � o Z w M z Z LL c C zo QZ >N Z¢R aE n O Cu 20 ? o E �< o0 g, Z CD<Q 2Z <=m� 0Z �w _� C y Z, Z m j J Nm aw 3 a 0 0 �z g o W U. T 3 21 <o NQ r- 3: N J C IF M tiles r za 0 �O 0 = e > Lo � 0 m �o 0 O Cu LO CN LN 00-N T �+ ICY IT - () N M= Lln O M M r N Lf� �. QCO) T T M M O o Z f6 Z j N LO E CV a :? U -i Q p � JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. 1.2 t K t, ) ) 12 4.01 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS —� SCORED STUCCO TYP: 12 — 15.0 1Y � 25-SH FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.M. — -------------------------- — ---- �� 5U TEXTURED El M M Ed M M F771 �1 I CEMENTITIOUS FINISH ON CMU(TYP) 1:1 Ll El E El 1:1 El E] v FIN FLR FRONT ELEVATION - B SCALE: 1/4" = 1'-0" 12 ^ 15.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS CJNVEEP-------------------------------I _*� TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - B SCALE: 1/4" = V-0" n�ao LO 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. or uoverin R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N � CZ cap fh� o Co Q •— c; r� Cn M ca — �C-4 N G C J 3 == W arC CU d CL. C, 3cc CD d0 CD c CM 7n Q L7 � E o a 0 a�L U \O � 0 FL LCX ``✓i�rRO� 1 Oda' E S S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. N A W H Q of t' Ny, C N O N M t-°°V M C) LL Q J LL U_ ", a Z .- w a 2 0 w 7 ca 04 C W 0 0 m w Co Z 0 NZ a _ ZN O U U V W ❑❑ c9 � Z N C] 0 z m � z � � ¢ — - N M N z M (.7 0 � U_ 4., _ N LU � U 0 NV) w o L✓ N f6 Nook r— U w r_ J � L S z� N _ < 8 N Ol F_ � J� w M J L.6. E CL p E= U zo I o° Ijz Zm o z® ❑n H r6 ¢r O pq ZE 1 ru 0, w O F ZC_ m � J y m 4 W 8 o<sZ W 0 1j J J O M zw l a ° O > LO 0 m fa 0 O co Liz CN Lid Q CU U) 0 m � N _ LO 0 '� N 0*) CO rn O LO T L 0 T E w E C:)rA M T_ LO o Z Z e N a U � Q p JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. 2.1 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS HFFI Hr.T - — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ---- EXTERIOR IN IN PLASTER ON FRAME FLASHING CJ 12 25-SH 25-SH 4.OF ' -, ---- ----—--'------------------------------ ---- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 1 1 I 12 i 4.0[-- 35-SH —L—A.......................... I--- F 6�awo REAR ELEVATION — B SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT - - - 7 12 - 15.0 _ T I r I � I i CJ FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — -- rlly rt_rt — ------------ — -- — — CJ/WEEP , EXTERIOR PLASTER ON FRAME 12 14.0 � ----------- TEXTURED CEMENTITIOUS CMU( ON T°; RIGHT ELEVATION — B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, 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 P Me- O A N C U = eo a .- 'y -O N L Q m N -� O► y CD Y 3 �cn � ao E �9 0'1%ogRO W'N'/r�� U �{; •�� YOFE SSIOaP 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. U) W v E Q O N O Ow 00 N_ OrD fn r- a cc LL w J LL tL a —v Lu Z .c � C.29 0 W o@~� 0 05�C'4 m Z MZ a k N LLW OU z W ❑ ❑ z � z N WL/l z 0.1 LL '�• '�4-10 T Cn U O w $ N Ly N U t 0 c � m Yo Q • �Q N W I� o w M O Zr ZZZ Q u' E ZO Zo Q� Q a 0 ❑F Q= z® f— n3 o oCADf Mp G�o 5Z Z r0 L wo �< w = �� mo �� ¢ o W 0 Z m J NYzZ m ¢ ° '< w 0z W T o< wLL � go aW N 2 r O m �� a o w` ;o Will! cl� a O0 zla 0 Lo 0 rn m W O LO CN Cn Cr N LO O IUD r Q LO 11.0�— a, M ` O LO c Z (0 Z 7 Nl E N Icc a E n w U � ¢ p c 31 JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER #14 to lights & outlets NEMA 1 #12 to appliances and GFI 150 AMP/ 200 AMP 10#10toWH 10 #8 to Range #6 to HVAC MAIN "� O 150=2/0 200=4f0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �BP PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 0 TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT r _ -i �I ALT I� AC PAD I 1 I� �I I —==A OPT. U.C. OUTLET SWITCH FOR DISPOSAL 3 W KIT.) -Q LL N F DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: 74'=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS ------------I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I L------------------------------------J RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. pl 3" VTR 1.5" VTR IIII I� I I I I I I I � I Kam' I I � I I I III 3" VTR I, I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN SCALE: %4'=1'-0" ay O *C2 tV Z s o ai o C A C.i N {A d O A cc ti d d a' D E C14 0 N 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. a E SpN 10 r n o M8 N N LQ O C 0 LL- 4 0 ' 40 a gj M V w a a LL a N Z gLL _ z 0 Z _ o' o 0 N tD m C W ��pjO' J k Z Z O tY O w ) M Z Z N U 1=- 06 ❑❑❑ W Z N M z co Z o a d � N N M z v 0 o LJJ m 0 Vl w o '2, f6 r— U L J '— — E ° 8 I I z� U 'o 0 ° c � ¢ Y .Q 40 o CID M p z Z¢ U_ p o » Zo z® Q w� t— � �g �o 0� Z� CO rt) d I— � z �O o a z �H N to<z c � mO m CLI J m a ° aw o`r ZZ Qo W co m 0 a0 w = F oz �3 o w� �o 0 ` 0 = > LO rn co 0 O = Ln ICU m Lid O CIO N C) C4 Ln o LO r Q LO N r L T M C` o E j O N LO Z E CN m a a U Q 0 JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. 3 11 I " L r 4:12� SLOPE W 4:12 SLOPE�I -f I I I I I W 0- O 4'-0" OFF RIDGE VENT I I I I I I I I I I I I I I I I I I I I I I Z W I 5:12 SLOPE W 5:12 SLOPE I I I ZONE-3 I I I I ATTIC SPACE I I I I 1071 SQ. FT. I I I I I �,Q I I W a °Lh y'A Icn r I �- W 0 I 5:12 SLOPE I � — — — — — — — — — — I ZONE-1 o W ATTIC SPACE 1 97 SQ. FT. ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 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 required soffit ventilation vented be provided by Ventilation Ventilation See Elev ( ) needed required soffit upper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 toFloor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN-B SCALE: %4'=1'-0" APO road � w Q W o ai c rvtoA — co sK ti «% c a N % O a N m O IG Q r N � 3 =: W c- m o Q m s � 3 m W as a7 � � 9 tx • %^ C fQ p V C� ,3stiiiatl//!!/ vpv CO .-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. 8 2 CO N ^ 14 N M 't C LL J W V �Q V Z CN u_ W a t m o �o L., o z - 0m� NZZ N W oa Z Nl 2!Z o Q P N z v � o 4—J �wM Uo� owo Ln c "' _W F — E t 8 I 2 m ci 0 Q Y • z w co M z 0 z �N lJi m zc O E W of oa Ccr6 o aF 00 ❑ 0Q do �' <z 0 �Z pz 'p aZo o 0. ms Z 9 <� aw ZZ Z0 az W a � ' °� �W �� 0'0. J o wa yo a= v 0. 03 0 c 0 > Ln CC om �tm O O co N CT C T a' U) m Ln o _ � 00 N CO to O LO T LO � T..� E ' O M o Z (aj Z CN fA to a E U � y Q p � JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. 4 b 1` 25'-011 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB •r #5 CONTINUOUS UPPER 1/3 OF SLAB THICKNESS WHERE • , ` REINF. SEE FND. FOR 13'-4 OR FIBERMESH SHOWN ON QUANTITY " 10'-0" 1�_g" REINF. SEE PLAN. FOUNDATION PLAN #5 X 25" X 25" CORNER 1 �_4�� 7'-4" _ BAR ONE FOR EA. 1'-4° r HORIZ. REBAR, TYP. ' >• : U.N.O. 2'-0" x 2' 0" x 1' 0" L 2'-0" x 2'-0" x 1'-0" z N = \ **Alternate: W/ (3) #5's E.W. S3 W/ (3) #5's E.W. The reinf. bars shall be cont. around corner by cold TYP. bending the bar w/ min. bar lap of 25". - T S3 — — — — — — — ---- 6 CONTROL JOINT DETAIL TYP. CORNER BAR DETAIL I W O 5-2T-10" N 61-8" 11411 2.-0" 0 SCALE: 3/4" 1'-0" m 4-8zo SCALE: 3/4" = 1'-0" AC PAD M I -4„ 1 ^---^ll ■ 11 ■I I■ ( ■ ■ ■ ■ ■ ALT I I 11 IIACPAD II IIIr ------------------ ---------- — — — — — — — — — I l ! I I p TYP. @ PROVIDE 1-1/2" RECESSI HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFE 1 0 BASED ON ■ j111 LOCATION1 TO MASON'S SCOPE FOR WIDTH I INDICATES FILLED CELL I r ■ 1 1 1 W/3000 PSI CONC. GROUT 1111 FROM FTR. TO BEAM 1 11 W/ 1#5 REBAR_VERT. _ _ C.J. 1 1 ABOVE SLAB. TYPICAL S6 I 1111 @ ALL PLACES SHOWN I I 00 (HOOKED FTG. DOWELS 1711 I TYP. @ 10 'EMBEDMENT W/ 25" ci r — I 2 STORY III I I I I*XT. ABOVE SLAB "GRADE 40 1 1 o I STEEL" I Ilj j I 11 I I--J I Cn ■ I 11 III a • 11 I I I 11 1 II � Y 0° 1 3)/2 MINA 000 PSI CONC. SLAB III co CO FOR HERNANDO COUNTY ONLY 13Y2" MIN. ��00 PSI CONC. SLAB OVER 1 6 MIL VISQVEEN VAPOR BARRIER I C.J. _ _ ■ ■ j 1111 164" 5'-311 2-5" 12' " PLUMBING LINE TO SECOND FLOOR _ o v _ I 11 r cc I T M I 1FtIN CONC. SLAB ------- -- I 11 I o ■ o I 00 4'-0"x3'-0"x1'-0" 11 I 2'-0"x2'-0"x1'-0" I o 0 W/ (4) #5 E.W. I 1 14'-5" W/ (3) #5 E.W.7 10'-71/2" c0 I I ih 1 ■ — — — — — — - —----------------00 ■ 00 ■ 1 --------- --- 4" STEP 3 1/2"- I - S6 ILi DOWN C I oo I M 00 61411 10„ MIN. S3 1 '-10" ch I LO TYP. @ 2 STORY 1--------- — K 1 I S3 I 31_0 II BUILDER TO PROVID I j w APPLIANCE PROTECTIO in TOP OF CONC .I RECESS FOR FRT. OR I p 1 WHEN REQUIRED PER FBG PAVER TO BE 4- I I � BELOW FIN. FLR. I PROVIDE 1/2" x 91/2 I 1 I 1 9'4" 9'-4" I ■ OPT. 1 TANKLESS 1 41 L I ■ —t— — — --I— — C.J. — — —I— GAS WH op S3 1 0uj N I TYP. @ 1211 I I o C7 > Z ENTRY 1144" I '@ O U W/ (3) #5 E.W. SINGLE T O I N (2) # VERTICALS OPT. GAS I ■ STORY Sir 14 IF CNN W/IN FILLED CELL STUB OUT I • A o Z � 1 1-0 - I rA i r q 3'-0"x5'-0"x1'-0" N S3 I S3 I HB o u- r W/ #5 @ 8" O.C. S3 o Q u7 E.W. L— — — — — — — — — — — — — — — — — — — — — — — — — — -j 9 � 6'-4" 25--0" 16'-8" 18'-8" 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 O } Z 0 O O 1 U- N z0 o 1-- 0 N r FOUNDATION PLAN-B SCALE: Y4"=1'-0" O N c Z c C W CL u a� CM_ V M N LPL d H C o y -G N t Q d N y N Y da:50) d � e 3 $ a 'acz20', � E V .......... '�. u se \\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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W N O N g °1 N 6 T # 0 LL W 05Mv a a a cc U. wa Z 13Z .'j L N 6 Qi :GA 9 N N CO m J Q W rIL 11 °�pjZ O' J w Z 'Lo MZ V N 1: N O L) ❑❑❑ z W z N M o z co co z Q a � N - V I V 4-1 W N p a ll W ,0 v I �N .. U c m E I =�~ U o • c � d —o B o z w M �< O � Z Q � E -o Q Q a p w1z z® V6 o E M0 K U �< o0 Do gz z o `6 <o ww �J �< mo LL Z z m J -2 m Q W j ¢ O g Z z W U. o �w <o .z v zi< a o 3 .20 = �L O c� N O co Lo N Cr U) m N M 75 O T N Lei �... Q T T LO r M M o z z E N E y m c o E m U -j Q 0 1 3 JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. 5 A TYP. @ LOW ROOF C7 C7 tiv&1 U TYP. @ CORNERS CJ2G I I CJ2G 1 2 I I D2 I I 2x BLOCKING D2 CJ4G I 2A1 I CJ4 GL1 �— — — Ti — I I - I I LLLL —T—r— �-I — J — — 7 — ss TI II TYP. Tlr EM — U.NO. -+1 I /17 II S6 I I TYP, I I U.NO. Tr 4-1 — T_11 P. ]L2 00 FUR II >,rA II R LL II FL9 (2) II _j A `� @ 24" O.C. MIN. (2) — — — — STRAPS = _ = C = W/ USP L A18 STRAPS (CENTERED) EACH SIDE OF WALL TO FLOOR I I TRUSS ABOVE @ 16" O.C. I I I I �— I I TYP. a I I A U.N.O. LL I I -- 22— A _F15_ _ I I 2x BLOCKING 2 I 1 D2 SI M @ CONNECTIONS SIM. @ --153A: — -- — — — CONNECTIONS q TYP. @ S3 SINGLE STORY TYP. e \ U.N.O. ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r VtLf 15 HIP -35.94 -49.57 -49.57 -49.57 //� 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -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: )701)0 SHINGLE: 7/6" EXP. 1 ( Y,6) or t%2" EXP. 1 (3�6) TILE: 1%2" EXP. 1 (32/16)r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Ya' x 0.113") NAILS r r 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 a=4ft 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. 717 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d 4 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 LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 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. LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"=V-0" L (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT�9 PLYWOOD FLOORING 1�l FLOOR G.T. SEE PLAN UPLIFT CONNECTION CROSS-REFERENCE HARK 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" k (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 1 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)11 HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 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 1 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" 1 HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 CF INTERSECTIONS. SPLICING / 2 TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5%0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV - B SCALE: Ya"=1'-0" o C. f` _ co 0 M. W of Z am N C CC -= N U, Q N m n, c scu = o $ 3CC m 0 a m � �- c as m a � M c � fO o a c., wuV�r�l ' ui 1P)11 . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q v E 8 V Q Lo O N N c `.. o r0 N �^rV 4C N OV ik LL LL J LL l L W a Z m crn 0 a o 0 W Z 0) cp N M Z m W Q /w VZ N O U � W ❑0 V M � z N O Z $ � z � � Q J— U) d_ � N c+f z Q A0 4--J (n W I U 0, $ f) CL- y w '_ a L = U 'o as Q Y • o J w M p Z a 0 �o aR E lJ o wj z® oa H r0 s0 00 o �- o o t z Z o <o o �w ro V= a z Q m o 0 . Z m J N� � a w 15 S 3 ¢ E Z �z <o W 3:O T O oLL U aw n a o wa ,o Ej v zI< a a 3 0 O _ > Lo Qo� cc m O Co Ln N Q Cr (n N N .Q In o Ln Q T LLO 7 O co LO o r6 z E N N m - a 0 _j a o JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. 6.1 I --------------------- I I I I I I I I Ca TYP. j I 4 I TYP. S5 U.N.O. I I I I L------------------------------------ J —(2) 0 TYP. @ HIP CORNERS EN W NDFPRESSURES AND SUCTIONS FORM AN ROOFOHEIGHT 15 5 ftND RS H VIND SPEED (ULTIMATE) 140.0 MPH VIND 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 HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 -60.99 1-78.58 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 (24/6) or 1Y/32" EXP. 1 0�1'6) TILE: t%32" EXP. 1 (ems) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN )YY32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B 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 1 112" RT16A 1020 1160 9 - 1Od x 1 1/2% 8-1Cd H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5l8" 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" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" 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 3 112" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" 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 j (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -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 1 535 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 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 54' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV — B 4" 0 N c ti -o W Z o aar+ — m o at r- to fl N t to c- c > E s c m =a m 3 � 7 .m d V m c m a• ac • `—' a w ,3 a c � co ,� a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a c EE U N o N -0 E Y OO N �°ti°V di Q CAM V LL C LL J J LL LL nuW (' Z w mo Y 0 mC m 12 W00S`O)� zL GO 0 L Mz Q J N OU = - W ❑❑ Cl)QD Z N 0 z z iZ- Q C� � I N M c) z 0 o LL 4-1 Cn y •�`y� U g O w $JIM L/1 c N • �N ZD in W J ® E _ g$� U o' as Q 0 • o 9 z W M M h w z Q 2 U-zO oo TE aR E E V z z® 0n rp o �g �¢ Uo o z Z co co a3 H az S wz U ci C <z = U mo Oz z z m J 0 m ¢ < W � zo 5 8 3 0� z W 3 m ELL o a N, E oz zy � J p v w O $3 5 0 c O LL > ' ^ rn cc 0 O co U) m 3:04 � — Ln O C:)M LLO o LLO r Q LO r ul E c C) T Ln Z co z E N r� rz a E U 0 JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. 6.2 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 U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 •O Safe vertical load Safe horizontal load - I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS : i�. 8F8-1B/1T 8F8-0B/1T 8RF6-OB/1T O O O Q-11O .�_ '• O 01 0 O 8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-16/iT Ir �! • �! • © 0 FO U 0 V 0 8F20-0B/1 T 8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 81`321B/1T FORM & GROUT SOLID 9 LU r U 0 /5 BAR CONT. 8F12-1B/1T 'y'LINTEL DETAIL SCALE = N.T.S. � I I O 4'-6" LL O 8'-8" LL 'LL I Y1"t UtJIUN/HI IVN #5REBAR MIN,(1)REQ'D ATTOP ALTERNATE POWERS F=FILLED WITH GROUT /U=UNFILLED 1/2•, CLEAR STEEL LINTEL ° ° R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY G -.0-C.M.U. #5 REBAR AT TOP w ° MIN. (1) REQ'D 1-1/2" CLEAR F 8 F 16- B/ 1 T U a Z z i ° 5o L6 z ° ° a < GROUT tNOMINAL5 t (D J = c.M.u. F QUANTITY OF REBAR AT �, W = N <n O WIDTH #5 REBAR AT < 0 BOTTOM OF 2 L y - � ' " TOP ° LINTEL CAVITY o U OF N 5 3 -8 LL NOMINAL -BOTTOM o X ci o � HEIGHT REINFORCING Q ¢ d j 8 7-5/8"ACTUAL e PROVIDED IN LL O Zn 8" NOMINAL WIDTH LINTEL ¢ •' Ct c1dm 5 REBAR AT BOTTOM (VARIES) in r � AS INDICATED MATERIALS cTf prUE s Tntels = 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) 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 cementibuos coating. See contractor specifications 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 @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 9'-0" LL O MIN. 17'-4" LL LINTEL PLAN SCALE: Y4"=1'-O" e� iV © o �- d !V > W ~ O L �.. r- cm _ cc 11 N m a -y J y W O ► v) -p !V t Q O N o) a w c W Q � 3 � �.dCd C, c ca to G C 'a a a � w i . w Yam'• f~�,. �,,. To the best of the Engineers knowledge, information and belief, the structural plans and specifications conlained 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 a E s o N COC a) N co W g! Q M v C LL _J J W LL LL a W L N 01 tl.' CS W m w 00 Z .0 0 NZ a J ZN O U 0 W ❑ ❑ U N Z d) z g Q E3 C� � I N N VUc/,) 2f LL J� �+ (Q w g U g Ow V) c" w z Q o N s�o o LL C (U G Q � O V z o g z oLL � > m zo® a l- rD -E g� �o oQ Z a3 t = w o wz -a C i� z Z m Q) S J �o .<w zz 3 a 8I go W cn LL �o az I� m mi01. �3 J �I= a 3 0 `O = > Lo m i� O Co LO CN Cr co CN mLO CM 0 T Q Lo T 7 0 M LO o Z fO Z E N y C a E U Q p � JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. 7 2 W M cc i s m Or N J� 0 J i0 0 I N M N 0 0 17. ID J� Cn 4L C, Q N �i E O x `o i a E 0 0 t� N 0 LO c 0 a N N LO 0 0 W x m v 0 0 to 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 PRODUCED FOR RESIDENTIAL R GENERAL AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE UC 0 ES 0 G 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. T 8.4. ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE 5. GLAZING IN SECTION R30 3, C SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18INCHES (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 F 1 P F APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 00 L A PL D VE CALL 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 U240 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-1-P CONCRETE EXPOSED TO EXTERIOR: C-1-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 Yi' Y4" CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R7033 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb= 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed within V-0" of the building side wall. P Y 9 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 -� ncrete over and mortar along the foundation perimeter must be removed befiore exterior sou 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 extarior vertu al chemical barrier,must be installed after construction is complete, includingc(andscaping 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 willbe 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301,2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE ROLAM YP #2 OR BETTER AND OR MI S C AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. aq N r►. r � 0 W C Ia V N m N C 6L a eo c N on Q N d Y 3 a+ o.t d y E »- c ¢ 3 3 ` cc . ry =�_C3 Vf a .a c E ffl O 8: rz�fr,F� �. r V s-J A. . qr : ww cC� ?r "O t .t4 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 Cc) 8 NrOo n « N a! di con r,0_ 1.0 * LL 4 M v =J LL w LL �u a w Z 2 0 n W %� ��°' W0 Z m N Z Z OU U W 130 c9 z J N " a--' C-/> Q aA V O o IN aL y U UJ Cc ® 40 ° C) o � oco rr w NJ J 3 z z lL gZ Qo CL E 1= 0 D a Cu ro 10 XU 00 o E CO a� ❑ &< z L az w= j ro i C <z 0� U M o� z m � J m a " 'aw �z W S 3 `� 0 Q <° aZ NW m oLL �3 v zl< o O N I� >LO Orn m m i O CU a. (n m 3 N -_ IUD M ce U) N L.n T Q T LO LO ci m L 0 M L0 o Z Z E N a v _ ¢ o JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. SN } C" UIJ 11 CM i 9i m M 0 �n 0 0 J 0 t N i f� 3 a N N co a E x `o i 0 tz N N 0 0 0 a N N \ L 0 0 m 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II III.. I I �[I. 16GAx1-1\2" LONG (3/4"-1" CROWN) L.L MAX. I[I ... STAPLES @ 6" O.C. VERT BETWEEN I I. I I_ 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" Q - STUB -OUT FOR 1'-O" 0 9 0 GAS METER O ' o � U O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5"(1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-V (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * 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 Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 90 2.0 2 x lumber — Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x i j FILL CELLS r STD. 90' HOOK i--- BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. GIRDER TRUSS j STD. 90° CONT. #5 BARI HOOK BAR r 2X TOP PLATE #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 COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. min. 2" max )Small gap ?,' n• 4 max. p� Clinch nailswhef 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls 7 Provide adequate bearing for each lapped joist. Squash block) 10d nails SECTION @ INT. BRG. WALL 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 (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges \,= higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer --,,,,,.,—Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or I 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 WebWeb Stiffe�ier Fastener Schedule Fastener Schedule Joist Bearin Location Series_ ' Depth End Intermediate ® BCI5000s 9-1/2": 2-8d 2-8d 11-7/8"' 2-8d 3-8d 14" 2-8d 5- d ®' BCI6000s BCI6500s® 9-1/2" — " 11-7/8 2-8d 2-8d 2-8d I 3-8d 5-8d 14" 2-8d 16" 2-8d 6-8d - - BCI60s® _ BCI 90so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 2-8d 6-8d _16" 11-7/ " 3-16d _ 3-16d 14" 5-16d 5_16d 6-16d 16" 6-16d Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6� A 1Y2" ROUND HOLE MAY -� " 6�� 6' ^ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' Wit ON _ *Vi8 .. . . :1�1� ...- r _,, ... Arty 16'joist Spatz (ft) 1'-0" 1'-1" 1-Z' 1 2,° T-3" T-3" V-T' V-11" 2-4' 2-9' 3' 2" 3'-7" 12 T-a' V-1" 1' 2" 1' 2" 1'-3' 1'-9' 2'-4" 2'-11" 3' T' 4' 2" 4'-9" 6_4"' 16 1'-0" 1'-i" 1'2" 1' 2" 1' T' 2-6' 3-2 3'-10" 4-9,. 5 r' 6'-4'. T 2' 20 1' V-1" 1' 2" 1' 2" 2-0 3'-0 4'-0 4'-10" 5'-11" 6-11" 7'-11" 8'-11" 24 1'-0" V-1"' 1'-Z' T-3" 2-5 3 T' 4'-9 6-10" T 2 8'-4" 9'fi 10'-9 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. Jc 5/8"0 THRU BOLT I.0 SIMPS( w/ (22) ' NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)I—III—III—I I 7M!Nail with 10- 10d nails. — Install tight to top flange. SLEEVE THRU STEM ° . .. SEE PLAN FOR °• a . • FOUNDATION INFO ` E' STEM FOUNDATION \"I Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. �i 1/4"-2" gap----� - III Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height L r - requirements I � 'ij �✓' /, -0.6 X Joist ID r /depth I -JOISTS BUCKETS N.T.S. GRADE a REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/ META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �0 LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION r d a d a ,,IIIIII .• • 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE C SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r— r— PLUMBING LINE to d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE Fr PENETRATION PLUMBING LINE d v ° da e . a da -III—III—I a ° I—III-III- i l—III= =1 i Q SEE FND. PLN. SIZE & REINF. C" N co ti X. W �f Oa. � O -� �C.A C.4 Cc ac U_ a� N 10 C7 i = two &: W Q !V 9rC W •> £ s c W cc W yc a to a"M = E � o C1. U s.?.itliIiNtleffl,,Z�^ 3 7 1` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Q E S N O N V Lo N �p J ag 0 tlQl 5=3 L3 Ni v a a MJawa ii re z J U.Z Z tmVo 19 0 0 j' a N fD m J Q W ¢0z Z ILw OD 6 N Z+ Z U 0 a' O U ❑❑❑ Z i W (D N M z N M 0 zco z o C� — ¢ v13 a. N I M C� o Cz 4-1 ° V OUlCL w o W J E t 8 I 0 L `0 Q N I� o w �cl� J 3 Z E Iz p E lJ CU z o z o0 Z� a z® o a F- ry g 00 � z8.�z a t <o W � in C �C `oz �a m0 Out. z m N J 2 . 1 <w 8 3 a^ �z a° W gp LLW m Na 3 Mill 0.1 o 3 0 c Q 2 > Lo rn m m c7 O CU LnCr Q co (n vmLO Fes-- } M -Q M � CN T N Ln r Q T T LO CM (` o N 7 O N L Z Z E Nc m a- U � v Q Cl c _J JOB NO : 23-06122 SCALE : AS NOTED SHEET NO. SN 1 I1 -- -- - — _ _ .- _ > _ _- W I co r- m co (N .�S 0 J 0 I M N 0 O 0 LO 0 3 Q 0 i a 0 x i CL ii v O N S CL N N LO 8i S d 0 x s ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P•) VARIES INS 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS —\ 2� INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _ TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN �- ° ACCORDANCE w/ TABLE 111��=1 =1=1 -I I I I -I I I r R905.2.6.1, FLORIDA BUILDING -I I ell 01 CODE 7TH EDITION (2020) 8" 11 - 11 11 i I I M. I I I I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR �1 SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA .2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C - N °D z D 6 MIL VAPOR,/= BARRIER D ; 1 D y�7 III COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--� 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES M 2x4 CO I I GARAGE DEPTH VARIES II GARAGE SLAB AT STEP SCALE: 3/4"=1'-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 V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5l8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD @ 24" O.C.) SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8- x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS 2" � WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 1/2" z �31/2" MIN. �31/2" MIN. o A.F. F. O --� ►-- N - D ° ° — �� 1/2"(min.)- 4" _ °T 1/2"(min.)- 4" 00 31/2"(min.)- :' 31/2"(min.)-4" i i�}�I�rrr (2) #5 CONT. 4" V-4" 8" (2) #5 CONT. 4„ �-4 8" U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING SEE CC/S3 OR N #5 VERT. IN FILLED CELL 10'-0" (R302.11) G/S3 FOR ANCHOR 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" BOLT INFO. PLATE WASHER TYPICAL (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR *SIMPSON w/ (10) NAILS _ SPACED EVENLY FIBERMESH CN TYP. 2x P.T. PLATE c ASSUMED FINISHED GRADE iv D' D ° D' MONO OR STEMWALL `n FOOTING MONO SHOWN - - FOR CLARITY °p 6 MIL VAPOR BARRIER I D to e z D� NOTE: • e "FOR BEARING WALL r COMP. SOIL. (COMPACTED TO - D W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM - D1557) Bu- 4" 1-4" FRAME WALL TO C.M.U. WALL CONNECTION K�D l TYPICAL EXTERIOR FRAME WALL FOOTI SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 v GRADE A. co _ e • _ . C •r I I-1 I 11 1-1 1 I I -(1) #5 REBAR w/ OPT. III I I I I I I I SGKEgN gNCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT O.H.D. RECESS z 13 O.H.D. RECESS M ` ."T 11 mil_- - ` • I I-1 12' I I -, ;..�. 411 - - -I I . ; �. 1T' °° =11 4„ 1 T r I • I— yl I.• .. I IN SEE A/S3 OR J/S6 --`-I I I�W I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 --'- -I I 11� FOR REINF. INFO. I 1 1 13"MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. co-' 0-� t�E� SCUP ecs' 2x STUDS ��cU 1c INSULATION PER FBC AND ENERGY �/ N 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING APPLICATION NOTE: 10'4" (R302.11) SEE SECTION C/S3 FORADDITIONAL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH ; E z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi � a t D ° FINISH GRADE O0 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a 0o w D ° #5 REINFORCING BAR R 1 7/8 r #5 LAP SPLICE LIl _ 36" MIN. LAP [36" MIN. LAP] 10° #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE _ NG t E REBAR DETAILS F SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALP ` Q INTERIOR a A -31 /2" M CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m E 04 Cl) 6 MIL VAPOR BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " " CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO P.T. PLATE P 2x4 #2 SYP P.T. FRAMING w/ g Ins' MIN 7/16" O.S.B. SHEATHING o.s.B. z ATTACHED PER NAILING w 0 SCHEDULE COLUMN LOCATION Q J SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o � CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N o w SIZE AND REINFORCEMENT) WWF OR FIBERMESH LU e M All EIAI E1 0 -4� BRICK PAVERS or SLAB PER COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 (2) #5 CONT. =1 I I I I I I F- ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" �S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH SEE A/S3/J/S6 ' I `�"#►'- 8"l FOR REINF. INFO. 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. ( M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. ' co 9 GRADE M W z = • UJI F- LLl t00 p U U- N" ---FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Ra 91*4 N � o 0 Z > W O L O CO C.) M _ m rq LL N C 0- CZ L y N t d C C14 3 °= o'c dated E C d0w� C= 3 i eo y m g d C N LO c E a a '£'�j°,��I� `�1 ••!•, {�``^, fit°'/✓ V _ R' ^ • 1 SE '•.r'~ v� o ... 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 u 8 N O C1 O ri �N0 q LL Q v 2525Z M _I 5 LL W JLLLL S IL o _ _ ca 5 v Y�o W IL 0 � a N � O r°�rn°' m W Z ap au) Z N OU co ❑QD Z N z CO Q Q � n Q) �N M z � o fQ U O w w $ V)CID L N �N r ®. U w m $ z� U y O N M II� o Coco z Z q Q E Eo zo w� rN <� =® Z C', C.0 � U <a a= �U gz ¢a WZ F- i g � Uj z on j m J ao < N V m wi mo z z ~ Qw � F°� �z 0 W`3 o °ow 0_ 3 o v JW wa ;o ilQTo 3 y O ..L > LO 0 �o 0 Lo- O CO LO CN LO r r (n m N Illoolooloollate-+ 2 LO M r' Lr) O LO r LO r M v; LO Z E N w - CC a ci 0 ¢ o � JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" TTSOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED ❑ STEEL AND GROUT ❑ ❑ EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED --� 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 W__ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCE OF BLOCK WALL IS 2 1/4" TO DRAIN DOOR OPENING DOOR OPENING H n. L�� ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J Q 11 oa ° 8STD. 90`HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN, PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J Ir :- w r > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .:( GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 41" 10" SFFp�^o'h� 'V 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8xl6 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6P.' J-BOLT TRACK BRACKET FOP a iARAGE IOOR _ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK 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 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 CRICKET AS EB'LOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 7 2x TOP PLATE r101- 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 L O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. rp MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. — PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 1 . ' AB., SPLICE STAGGERED J� • N, ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —� TRANSOM FRAMING SEE SECTION J/SS AND KISS FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS Sim SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC 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) IS (9335# SPF) N. 8" 'OXIED A.T.R. t & NUT OXIED A.T.R. t&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM D PLATE 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 @ 4 10d NAILS @ 6" O.C. STAGGERED rA CTA(rf:1=RFr) TRANSOM FRAMING 0 o BEYOND. o -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 S • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE o PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM o PLATE) o ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRYrR REV. 06.24.22 SCALE: N.T.S. C= d� 9 W CD --omx i y t N N d O M °f E w c d CD ; cc 3 � .CD =d=o A IL O ro E 0 a v 0W/ fe' ell 'ytiJSlE•••• ��'• F L +��C 4111 I i G 4 0��4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E g 8 0 A' —' J a �LLLL '� a � _ w Z t m 'a Y0q o W:3M N�?( O J ILW c��OO7 m w Z O U N �. W ❑ ❑ 0 R z N f•I z � z N N zCzv o jr 4-1 c—/>LL fp w � U 0 w o N c ~— m E _ � s I U 6as• � - 8 < —0 N I� o 0!w c"> _ J O 3 Z U_ wU Rz Zo z® n. 0 0o C'_ o o & Uo &< Z�� `� ¢oww in U O� W 0z Z za q J 75 mQy ¢w � Z 3 VJ ;2 0� U a W m w Qo a. �k �3 `-'I= o v w¢ Io a= zl< o c O 0 T > LC) �. O ai i O co Lo LO T >. T_ a- U) ~ m LO o r r CO N > .0 LO O LO T- Q LO LO T m w CM M (=) �; LO o Z Z E m N ` a E 0 � JOB NO : 23-06122 SCALE : AS NOTED SHEET NO. S4 v w t NO 41 N B J 0 I N NO 0 LO 0 ED 9 O i 3 a N N v a E t° y rU E s v J a v a� CN 0 ri 0 0 a N O ai 0 In 0 I Lj w M m SIMPSON HGAM11 W/ (4)1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS-\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 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 NAILING SCHEDULE FOR SHEATHING 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 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 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w! 10d NAILS @ 6" O.C. CM 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) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINTw/ (3)10d �� 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END 11 EACH JOINT w/ (3)1Od & (2)1 Od (NOT REQ'D WHEN N, i ; TOE NAILS @ EA. END GABLE IS 4'-1" OR i \\\ 2x FRAME WALL (SEE WALL SHORTER) �i %cSC SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING � 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE i �� (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF • i ,,NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. �\ • AND 12" O.C. FIELD END TYP. TOP & \ �\ BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 7' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH " BRACE HERE WEEP SCREED "LTHE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED "" "BOLT 4 " 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2 x 8 J @ 8 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. I I I I BLOCKING, FASTEN WITH M IST RE BARRIER SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6 0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. " e 1/2"x 8" J" BOLT @ 32 O.C. MINIMUM 6 FROM 0 U O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4' 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N f X-BRACING, AND TOP r " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 11 " (2)16d NAILS WOOD TRUSSES ;0 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END • ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2 2" x4" LAMINATIONS W/ (1) ROW () (3) 2" x 4" LAMINATIONS W/ 1 ROW () " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE • (2) i6d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 ( ROWS OF ) 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5, IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT _.., ._.,._ 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE tTTACHMENT SYP BLK'G @ 16" O.C. 1 x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri O SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 7' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 11 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV, 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/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/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O,C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" XCSEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL-J BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g _ SCALE: N.T.S. S5 -MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" 0/C (TYP) BRACING w/ (3) 10d x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N,O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) wiv i . o�rnnva - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. LU C7 2 9C,�r CORNER JACK Y UQ � W z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Imp 'ors I iiii � '■ � i cc NOTE: ZTOP 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 ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N 0 0 a� o 2 C e0 Cj N m • o � Q w CN CU w a_= CU 3 w d .o Ca) % � E F \`3 a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 0 Q U 0 O d QD C N W ao N r F0 M 0 LL a '� MLLLL a- iI13 Z —v d m c rn L «_° o O: r� m N V7 Wt°n�°r. m w . in C'7 Z Q J N ) L)O C Z W ❑ ❑ - M N z o o 0 z Co 1 z o rI a Y) M N z .9 CD .9 LL W W � U 0 W s C d �Ul Ln Cn L � _ = ti I c C' S Q see o J< w M i Z 8 wo 1j >M a ry CZ m U -1 Z® o� f— ru . ° 0 o 23 E z ,� :9- I— �<oz Q z O o w x o Cn ro <o mo z�mW J ¢ I. 3 0 So a T wLL ao $z y W rz J o < a =3 yo M d F 00 c 0 > LO t0 m O ^, L O Co N LO i� 07 V/ > ILO 3:N Cfl -� LO O Ln Q LO T Z M 7 O LO o Z f0 z W E (V m `m a Eq �5 (1) CJ ¢ pM JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. S5 CM v _ w I i M C2 0 0 0 J N to 0 M i N 0 LO i 0 N .po Q Cn 3 Q i E PD E c i a 00 a� tZ N O a 0 a N N 0 to w m ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATIO BAFFLE INSULATION PER-- CHART ON FLOOR PLAN 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 WB 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" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. ,11 FLOOR SYSTEM ER O 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 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER .� MUNICIPALITY d. .... E .� ..— N ° A . M — LL a \ 6x6W1.4xW1.4 _ �� a e: ° WWF OR FIBERMESH 1—�'�_ , -111�111 a FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 /-/XlPRE 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 SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING U) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o s 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 0-0 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD JI`W LAYER 1/8"THICK. L=L w INSULATION PER CHART ON FLOOR PLAN B R S6 S6 METAL SEAT OR FELT 1 7PAPERFOR Y1 MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w �- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE =1NISH GRADE 00 (-"`►1 r" `-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. OR TRUSS/JOIST m 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. 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 FLOOR TRUSS °O SEE FRAMING WEEP SCREED o z T 9 PLAN ' . INSTALLED PER MANUF. .'. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" I I NAILS @ 24" O.C. INTO TRUSS 0/C FOR THE 1ST 2'-0" OF I I END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1" 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUST FLOOR CONNECTION 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 SCREEDLu INSTALLED PER. MANUF. o SIMPSON HETA20 w/ (8)10dx1 1/2" N NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'4" FOR ADDITIONAL INFORMATION. RIBBONS m DETAIL FLOOR TRUSS)0 SCALE: 1 1/2"=V-0" S6 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 1V-0" (R302.11) SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. —� 2X P.T. PLATE 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 W1.4 x W1.4 WWF OR FIBERMESH (3) #5 CONT. ON 3" l 8" l 1-8" l 811 I MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB �I EXPOSURE 1 II SHEATHING x — --� PROVIDE II BLOCKING AS REQUIRED PER IT I SECTION X-X IF NOT FULL HEIGHT SHEET C II II II II JI G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I I I T� I I OSB 1'X"PO F EXPOSUURR E 1 f.. SHEATHING w II II II SOLID 2x In III III II II II I @ ALL SHEATHING o EDGES(SEE U) III OPENING SE TION X-X III C III x II II xW II III x E Lu _ 2x STUDS w III III II II II BEYOND. W I I I II I SEE PLAN o III II I II II I I J1 lLj tL_L (h \11-2x'4 P.T. BASE 2) RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AIAI 1 117-1 r\/ATV'1A1 Mi An1-1AaA 3/8" "S" = NAIL 3/8" SPACING c 3/4" S 1/2"— r S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" 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 VFRTIC:01 alocKl%r, SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 1 Od 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 0 w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT yq". PENETRATE SURFACE MORE THANco co ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z U. = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J w If �� O x O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 1a O vi U)) F @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 002 LLO MEMBER IF GABLE END c W LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 1 (2) 2x HEADER SEE PLAN SA • 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 NCR/0 NO SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM 2x BLOCKING HORIZONT @ 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 W/ 6x6 W1.4xW1.4 `t WWF OR FIBERMESH 1 A 4 A III- II -III II IIIIIIIIIIIIIIIIIA. A�:. _I 1 1_I 11 A A M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE 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 (3) # 5 REBAR ON 3" CHAIR ---I 4" V-8" I W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 e+7 N 0 N � W � o w o a012 ri a� o CV — " m x W ... C C N M O N O Ip COO Oi m E c �> E s c 3 c r= 7 IY •� >., N O c E Kv o 0- f/V 0 W �\ P• �NSE � *�� v •�'•.••. L ��i�Q,pOFE S St ON'" f/r11/1111TI It0�et1�,,� 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 W vE O M 8 o V 0 C1 n p 00 N "$ li V) r Z .2 ,n J MVO LL 4 LL Lu u_ Co LL o � W Z f6 ern_ a 0 0 z M N m p IS a W c�O)� m w z co I M Z ¢ J LL ZN O U U W OO Z N (h z � g z g Q v N M zCz Qun jt 4-+ f0 „, � U 0 wD s V) C YZV) =Y w � E all_ ir. 8 ' i U o 1 rn Q 0 ° Q N oil 0— co M J 0 O Z Z ri d Z o g > M <R 0 � U OLL wz Z® oa F� o E o �< 00 gz Z CO @ t ao ¢ Z S �Z wZ O cn f, c a o < w mo Zz Z 00 v " m a ¢'Z ,Z $ sQ <C, U a W � mw m N0 '3 JJ= o w� M v zl� d r 'o ° 3 0 c 0 > Lo 0 °' m cc 0 L_ O (D LC) CN Ln 07 co r 00 Ln C'r) '� CV) T_ Ln T N Q LOLO T 6 co W_M r- 0 L o Z f0 z N E IN „ a E v ¢ o 0 JOB NO : 23-06122 SCALE : AS NOTED SHEET NO. S6 (MONO) � l 1 SCALE: " = 1'-0" E: 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. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING 11 MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD GLUED AND NAILED 2x� I DRAFTS P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED NOT TOUCH STRINGERS INTO FLOOR WITH GLU AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ _ _ 1x4 GLUED AND NAILED TO STRINGER E—/ FOR DRYWALL SPACING H SECTION VIEW _ SCALE: " = 1'-0" V V/1LL A ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT 1 4RS IN WALL I 2x12 SYP BEARS IN WALL I 2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / \ NAILS) (IEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = T-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN If AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST ` NOT TOUCH STRINGERS I I _2x4 BLOCKING FOR 2x12 —2x4 PT UNDER 2x12 C I I 1 tRNC E MOISTURE I \ CTION / ATTACHS / OF STAIX 2" TAPO.C. —ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/4" X \ NAILED TO STRINGER / 2 4" TAPCONS @ MAX. 32" O.C. \ / GA _ TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP �N [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH I I STRINGERS EI 2x4 BLOCKING FOR 2x12 SIMPSON A35 1 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU V(14) 1Od x 1 1/2" STRINGER CONTACT POINTS \ SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4' NGER SLUED NAILED SECTION D—D SCALE. 1 = 1 -0 -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC I/ 1 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS H 0 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) `t2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L4/GLUED AND NAILED TO STRINGER \ KOR DRYWALL SPACING H SECTION VIEW "E" E SECTION VIEW SCALE: " = 1'-0" SCALE: 1" = V-0" 3/4 PLYWOO1 ON DECK 2x8 SYP GLi AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER �K OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS \ PER CONTRACT ' / V I 1 a 7 (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL P SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'-0" OST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW :L POST LET INTO ;LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H� II 2X BLOCKING 2X STRINAR PSON MTSJ2 w/ ' 10d x 1 1/2"AILS f�D OR 3 D / 2X BLO5K ING RISLN3 VARIE ECTION VIEW "H" SCALE: 1" = 1'-0" 0 N z i W ca. o y ! V L y m O 10 Q N 9rC N N r C a� u _ Q ac 3 co ie y a� sa c c � Eo 0 i rF�k�;,vaa[o��/t�t/tJ/t��e�<rele��f • e �� h�NT6 ' J F L O �. ��?pFE r�'�rf/rilffPi�t4l,tl��ti�t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E O a � X 6 M ViNa� J M M ! 1 Q C LL n W Ju_ii a _ w Z cc20O1 a 5 13 =;O �. >IL rpNy o v WU) - 6 m w Z oo � Cl) Z Q J Z N O U U W ❑ ❑ Z N Cf o z Z o v J (Z � N (nv) 8 Z � w m o a U 0 fn w o Ln � I U 'o �+ c (D N 0to • r. Q see o M J o3 Z Z < I L E Z o T m ¢o � O wo of oa H rp �� O Ma �zoz 00 z CD wg -Z 1z t N ¢o .Q y U m0 O1z Z z m J 2 m 1 F Q W 2. 5 8 3 a 8 g° W o m LL H Z a w� M v ¢ ¢ d o zl°d 0 3 a c 0 2 > LO OCIO m C9 L_ 0 CN Ln i� Cr >, Y ca T v / oLO N N Qi (� Lo O Ln T Q � LO T ai M r L o Z z `� E N N a Ei ci ¢ o m JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. ST 1 1 I i I tI I'-- lil I 111) Cr V) 0 0 J 0 M i N O 0 IV B 0 a N 0 a 0 0 i 0 J Li 0 0 0 a. 1•M 0 Lo M 0 W x s DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1/2" "DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. x4 P.T." r 1 X 4 FURRING 3-1/4 LONG X 3/16"0 1 FURRING 3/16"0 X 3" LONGFURRING TAPCONS (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL x.. O.C. 2-ROWS INTO FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 11 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. 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/l6" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 0x4 1x4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 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" x ')., MCTAII ') I1A11 nCTAII STAGGERED @ 12" O.C. 'i-i/d" nPTA11 BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. rl� 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ("—j SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 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 ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK — — 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /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 B-B ARCH DETAIL K 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 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8° EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 JL VII.PE711 IL'71 tL�L +5A NOTCH WEB AT FIRST 2 COURSI ""' 'rT ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) — 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4"' EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' _: ::t ... SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4W' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS 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" pA p p e p° GRADE ° CV p M Z \ . ° p (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" = V-0" `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ♦♦♦ *4f# 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. ATTACHED WALL SHEATHING TO 4# #5 REBAR (TYP,) ♦♦♦ �� 3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4" �R ♦♦ ♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED *40 ♦ �S�D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d ,/j♦ ��' @ TOP & BTTM CHORD, AND (8) YP.) ♦♦♦ FACE NAILS 10d @ TRUSS VERT. WEB L J[ 4, — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND �.' ♦♦♦ ' JOIST TYPICAL ♦♦ +2�1 NOTCHTV @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. ♦ �y w/ x1 1/2"SDS SCREWS ♦♦ ��.'' INTO BAND JOIST & (4)1/4"x2 3/4" THE TITEN INTO K.O. BLOCK :S ♦♦♦♦♦ FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN QCC AV1TC 4 OCI n%A/ ALUM DRIP EDGE BRG WALL TYPE PER PLAN I I 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE I I 2 BELOW I L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILFnO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. IF] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SFO 1 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.* 2 X 4 #2 SYP SCAB TO SIDE OF ? TRUSS AS SHOWN FOR O.H. UP TO 2'-6" X OVFRH,aA _ * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT I , IJJJIJ' SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS RFF gHFFT n) ANT) SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: Z 0 U- 0 IL I— Z) 0 FILL 1st 4 COURSES SOLID W/GROUT .t FOR OVERHANGS BETWEEN OVER 1 112" 1 CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. « ' OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" . NO REPAIR REO'D. INISH FLO •.. ►.. #5 BAR pL L► • . .• CENTERED W/ g IN TOP 4 • •' KNOCKOUT / c� • CHAIR BLOCK MONO FOOTING ,• , • SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► ° • • DIRT z °. • STANDARD q 99 HOOK iv #5 BAR IN FILLED CELL - - sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING 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 1 SCALE: N.T.S. SCALE: N.T.S. N N � W CL o ci CL C-� CO C V M — m in CLLd N 4 m N .m. N Y m ry w a N V w Q a 3 'q CD CD -0 a u a N G �7 C m rj E 411 I11 d Pp/ pp \��q6}�1! p !i v _ Q 4 t=L4 •�' �/'��p�l fit 11 t 1111't''��,�e``•, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E o car, S ,Q N N 6 V 0 C N M1 0 �—�-- -,q a C u- 2 W _j S 6 0 _ -v a r�� r O O t tiJ fpN� J 2 ,LO N Z < usWco dm1 N U Z W ❑❑ Z N a Z n N U) V) Z v �4-J fa w U 0 w g c/N c y �V) I- w 2 8 off— E = L r• 0 U co Q N IM 1� <Z z w M � � O Q g iICT i 0 E U gK 00 wz 20 z® 1-- r0 CL a= 7 o. 7 <a�< wa 0 O Q Z�E C,D<� a3 F- g w Z N c a o 0� m0 oz- ZFr z m j J IS a ° <w 2z 8 3 S 0 W C) 3 w0 Z N� m <� yi i3 o ;a A a °3 �O 0 = > Ln 0 T c O L0 Q Crco (n o �: CV m = Ln M -0 a� M O O LO r Q r ai Z-1 M j C—) o Z cc z y E CN a ci ¢ o JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z-WOOD TRUSS --J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" —(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE CV z T PORCH SILL K15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 7-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-J CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRIG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2'. LU 4" - z cn PORCH SLAB SEE g N FOUNDATION PLAN w W z (2) #5's CONT. T&B - ,, W/ #3 STIRRUPS AT iv z 4'-0" WHEN DEPTH , T EXCEEDS 30" LOWER OR Ilk GARAGE SLAB SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z O 4 w J w w w U) WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE —� PLAN EXTEND - -� -- *-----= SLAB 1 1/2" - _ • ` - _ - 4" (2) #5's CONT. T&B w/ - - #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" -- ' - RADE • N cz V-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRYIT INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO 1 I MASONRY KNEE WALL MAX 3 = 1 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 w/ (1) #5 CON REQ'D @ MID 1 I rT--- -------- 1 �I j---- 1 11 j III I I 1 1 I 1 1 1 1 1 I ® 1 T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLEDAk 1 1(r MAX 3 SOLID. SEE ELEV. j j COURSE FOR BASE SIZE (3) #5's EA. WAY 1 1 1 1 1 1 -------'i• 8" SLAB PORCH SLAB SEEAk - LEVEL FOUNDATION PLAN (2) #5's CONT T&B w/ z CONTRACTOR TO INSTALL SEE CUT N MIN 3" x 3" WEEP HOLE SECTION FORWHEN DEPTH #3 STIRRUPS AT 4'-0" '- ALONG W/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER V-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLr16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" 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 r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF Z PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. SIMPSONLSTAI8 __________ N w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) - I SEE PLAN CENTERED AT I I I I I 'FOR CANT. y: I I 16d INTO HEADER & (6) y: SPLIT TO TIE 10d INTO BEAM -SEE I I RUSS/ BEAMS TOGETHER I 1 I I I OP WAL I I ROOF PLAN FOR MORE I INFO I EE PLAN I I SEE FLOOR PLAN FOR I I I ' Y2" CDX PLYWOOD OR %s" O.S.B. MIN. (2) 2x8 #2 SYP I i COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR SEE FLOOR PLAN i CONNECTION INFO I I REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING I I ___ ___ REQ'D CONNECTIONS FOR COLUMN SIZE L I I I INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE L J SEE FLOOR PLAN OR SCHEDULE/PLAN FIELD, EDGES & BOUNDARIES REQ'D ONLY WHEN COLUMN SIZE & BASE 2x4 #2 SPF STUDS @ OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ COMMON BM TO POST ATTACHMENT TOP EXTERIOR SHEATHING A ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER I I� SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 1 SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT 2x4 #2 SYP P.T. PLATE W/ V8" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT STAIR INFO. IF "< A j CONCRETE STAIRS f FORMED & POURED W/ (1) #5 EACH STEP q a ^.I e a. e a, a II a . ' I a ° . a d'_ GARAGE OR CN ,- A • .a 8 LOWER SLAB SEE PLAN a MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" SECTION GARAGE MONO 21 SCALE: N.T.S. O o N -o - i�� W o ci a e� o Z c lO w N a a O — 04 y y d C m d C, t C d�_a L 16 y C7 i7 J = 67 c o ate• y E .n c o d 0 e•,ay�3�1�€4€l4tE iiPtllf/A�if` o W1y As C<\ '. • ELo �, Q ''••.....••''NPR, �� O F E S S 10 ,\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W d O M E v C 00 N or0 W U)cr� Q y'(h V zszs LL C _1 5 LL 0 Ju_� 55 W a- -vim a 2 Z t.cf0. N O O W co m Z LO co co Z a J Z OU 00 _ W ❑❑ a) Z N M z CD z J N cn N z CD .9 Cz a)4--J V) '1 Q) V � w g to c "' �N - CD U w �— — E = L U 0 • c C/) 440— ffl. 9 o< w Z M G LL_E Z s? p wo z® E lJ a a 9 (0 g� 00 U z �aoz d f6 ao wz o m cn < O � z C NS ZzF m N � '< W S J F� zo W 8 o� T. C> m .� aLL �_ J z �I � a 0 ¢ zla a 3 2 C)= 0 E > Lt7 0 rn T c� i� O co Lo �\ T LO Cr co 1� 2 N a 0 _ m _ L0 CO N LO C)Ln T Q LOCD LO T M T_ o f0 j O y Z Z E N E „ :? C a. 0 ¢ o JOB NO: 23-06122 SCALE: AS NOTED SHEET NO. D 1 T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLEDAk 1 1(r MAX 3 SOLID. SEE ELEV. j j COURSE FOR BASE SIZE (3) #5's EA. WAY 1 1 1 1 1 1 -------'i• 8" SLAB PORCH SLAB SEEAk - LEVEL FOUNDATION PLAN (2) #5's CONT T&B w/ z CONTRACTOR TO INSTALL SEE CUT N MIN 3" x 3" WEEP HOLE SECTION FORWHEN DEPTH #3 STIRRUPS AT 4'-0" '- ALONG W/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER V-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLr16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" 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 r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF Z PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. SIMPSONLSTAI8 __________ N w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) - I SEE PLAN CENTERED AT I I I I I 'FOR CANT. y: I I 16d INTO HEADER & (6) y: SPLIT TO TIE 10d INTO BEAM -SEE I I RUSS/ BEAMS TOGETHER I 1 I I I OP WAL I I ROOF PLAN FOR MORE I INFO I EE PLAN I I SEE FLOOR PLAN FOR I I I ' Y2" CDX PLYWOOD OR %s" O.S.B. MIN. (2) 2x8 #2 SYP I i COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR SEE FLOOR PLAN i CONNECTION INFO I I REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING I I ___ ___ REQ'D CONNECTIONS FOR COLUMN SIZE L I I I INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE L J SEE FLOOR PLAN OR SCHEDULE/PLAN FIELD, EDGES & BOUNDARIES REQ'D ONLY WHEN COLUMN SIZE & BASE 2x4 #2 SPF STUDS @ OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ COMMON BM TO POST ATTACHMENT TOP EXTERIOR SHEATHING A ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER I I� SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 1 SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT 2x4 #2 SYP P.T. PLATE W/ V8" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT STAIR INFO. IF "< A j CONCRETE STAIRS f FORMED & POURED W/ (1) #5 EACH STEP q a ^.I e a. e a, a II a . ' I a ° . a d'_ GARAGE OR CN ,- A • .a 8 LOWER SLAB SEE PLAN a MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" SECTION GARAGE MONO 21 SCALE: N.T.S. O o N -o - i�� W o ci a e� o Z c lO w N a a O — 04 y y d C m d C, t C d�_a L 16 y C7 i7 J = 67 c o ate• y E .n c o d 0 e•,ay�3�1�€4€l4tE iiPtllf/A�if` o W1y As C<\ '. • ELo �, Q ''••.....••''NPR, �� O F E S S 10 ,\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W d O M E v C 00 N or0 W U)cr� Q y'(h V zszs LL C _1 5 LL 0 Ju_� 55 W a- -vim a 2 Z t.cf0. N O O W co m Z LO co co Z a J Z OU 00 _ W ❑❑ a) Z N M z CD z J N cn N z CD .9 Cz a)4--J V) '1 Q) V � w g to c "' �N - CD U w �— — E = L U 0 • c C/) 440— ffl. 9 o< w Z M G LL_E Z s? p wo z® E lJ a a 9 (0 g� 00 U z �aoz d f6 ao wz o m cn < O � z C NS ZzF m N � '< W S J F� zo W 8 o� T. C> m .� aLL �_ J z �I � a 0 ¢ zla a 3 2 C)= 0 E > Lt7 0 rn T c� i� O co Lo �\ T LO Cr co 1� 2 N a 0 _ m _ L0 CO N LO C)Ln T Q LOCD LO T M T_ o f0 j O y Z Z E N E „ :? C a. 0 ¢ o JOB NO: 23-06122 SCALE: AS NOTED SHEET NO. D 1 CONTRACTOR TO INSTALL SEE CUT N MIN 3" x 3" WEEP HOLE SECTION FORWHEN DEPTH #3 STIRRUPS AT 4'-0" '- ALONG W/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER V-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLr16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" 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 r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF Z PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. SIMPSONLSTAI8 __________ N w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) - I SEE PLAN CENTERED AT I I I I I 'FOR CANT. y: I I 16d INTO HEADER & (6) y: SPLIT TO TIE 10d INTO BEAM -SEE I I RUSS/ BEAMS TOGETHER I 1 I I I OP WAL I I ROOF PLAN FOR MORE I INFO I EE PLAN I I SEE FLOOR PLAN FOR I I I ' Y2" CDX PLYWOOD OR %s" O.S.B. MIN. (2) 2x8 #2 SYP I i COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR SEE FLOOR PLAN i CONNECTION INFO I I REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING I I ___ ___ REQ'D CONNECTIONS FOR COLUMN SIZE L I I I INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE L J SEE FLOOR PLAN OR SCHEDULE/PLAN FIELD, EDGES & BOUNDARIES REQ'D ONLY WHEN COLUMN SIZE & BASE 2x4 #2 SPF STUDS @ OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ COMMON BM TO POST ATTACHMENT TOP EXTERIOR SHEATHING A ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER I I� SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 1 SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE BM. SPLICE OVER CENTER OF POST SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT 2x4 #2 SYP P.T. PLATE W/ V8" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT STAIR INFO. IF "< A j CONCRETE STAIRS f FORMED & POURED W/ (1) #5 EACH STEP q a ^.I e a. e a, a II a . ' I a ° . a d'_ GARAGE OR CN ,- A • .a 8 LOWER SLAB SEE PLAN a MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" SECTION GARAGE MONO 21 SCALE: N.T.S. O o N -o - i�� W o ci a e� o Z c lO w N a a O — 04 y y d C m d C, t C d�_a L 16 y C7 i7 J = 67 c o ate• y E .n c o d 0 e•,ay�3�1�€4€l4tE iiPtllf/A�if` o W1y As C<\ '. • ELo �, Q ''••.....••''NPR, �� O F E S S 10 ,\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W d O M E v C 00 N or0 W U)cr� Q y'(h V zszs LL C _1 5 LL 0 Ju_� 55 W a- -vim a 2 Z t.cf0. N O O W co m Z LO co co Z a J Z OU 00 _ W ❑❑ a) Z N M z CD z J N cn N z CD .9 Cz a)4--J V) '1 Q) V � w g to c "' �N - CD U w �— — E = L U 0 • c C/) 440— ffl. 9 o< w Z M G LL_E Z s? p wo z® E lJ a a 9 (0 g� 00 U z �aoz d f6 ao wz o m cn < O � z C NS ZzF m N � '< W S J F� zo W 8 o� T. C> m .� aLL �_ J z �I � a 0 ¢ zla a 3 2 C)= 0 E > Lt7 0 rn T c� i� O co Lo �\ T LO Cr co 1� 2 N a 0 _ m _ L0 CO N LO C)Ln T Q LOCD LO T M T_ o f0 j O y Z Z E N E „ :? C a. 0 ¢ o JOB NO: 23-06122 SCALE: AS NOTED SHEET NO. D 1 SEE FOR 2 BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS i . 1- .1 FLOOR SYSTEM I SEE PLAN / -------------------------------------------- ".. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL '° '° VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD O SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS o o TYP. . 2- 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END ALI TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11)10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 0 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR K"�5 ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING A (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING ., LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j' ' FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9� SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO 0 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE ® 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL ---------_NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36. CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL —� (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. ( )R 2 PLY GIRDER CUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN, - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR COL. SIZE NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER I (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .._ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" O/ AC�T�A82�"Ar M/N OA PROVIDE 2x4 ONE TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT A OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END _MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT' CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTS._ _ r DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 / �I SYP U.N.O. 1 2xCONT. T&B 2x CRIPPLES TO MATCHJACK STUDS BELOW (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN — MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO — SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE �2xDS @ 16" O.C. ALT. HEADER ANCHOR • SCALE: N.T.S. ZDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 P erg o o d =o ti aC_ o 00 Z n m O N O Q r C4 3= da�� a dr 3 cc d d� h d� F m Cc.,eo p- IWrN f1 1/i/741, O 1 '�/ • Gam• 1� t/v < -- �d IF ir'',V" 4 RQFESS�0 tllll11`110\ 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 E N sn N O 7� Co N m co fA U, M a # LJL J LL LL W 13 ui i L 9 :3 ter a o M m LWin�pjO' J co M Z z N OU W 00 z N O o z �CO z a CO J d � - N M N z C1 CD o LL a--+ (� w � U O ) V) w o w � ¢9.. r— J E U o Q 0 • N � s�o o w M 0, Z � J LL E E ¢ ao �o >ry o CJ wLL z =® ❑ n ro �10 az°a (o U Z�E d -= ro '0 W X. ro �? <o U u i m° Z z m 'S J N o H aw 2z C r� z Jo W o< W 0 Z¢ a= V� �O 0 = > L1� O a; ,o � O co Lo Ln Cr o M co O L0 L0 T Q N LO L T M O CM ` L o Z Z E N ca a ,_ 0 _j Q o JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK L • 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ 14 WEATHER JE BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WANDOW ) I 1 HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) me SELF -ADHERED FLASHING roe] DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW 71 SELF -ADHERED SELF -ADHERED FLASHING FLASHING Q SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f ' in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'4" PER PLAN V-0" PER PLAN a SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHI SEAL TOPS OF JOTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER 4 w Cn > m Q i 2 WINDOW UNIT FLASHING REQUIREMENTS � DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST 4� No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shin le -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied FLANGED WINDOW g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ��o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. Im 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in qutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 I5 F------------------ g g D- a ELILL PLASTER STOP �- CONTINUOUS BACKER W ROD & SEALANT W w 2 � Q � � w 0 A U) a FOUNDATION WEEP SCREED It -STRIP OF SAF !- DRAINAGE PLANE WRB iBOND BREAK WRB SF LATH t- WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER i3-1/2" INCH FLANGE THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - - - -- SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS tAL FRAMING tAL SHEATHING iAF PLANE WRB AK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal .. Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Vol) N 0 N ti Z a W -7 C c= o CJ Q� o C {p V M ro o CAA C -cc2 N Rt 3 = L'Y Y 0 a _ Sara � u . 3 3 � so m a+ sa i C � >z.14 a W2 C� s � o � v M N O N u')o O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. W W E O M 8 0 Lo 6 . R o � N NCc N toN O'2 � -� a �- C w U. w � a � = CIL _JLLLL 1-0 m0 a Y v 9Y) o W o��9 °' Z LLW m w coLo N° ¢� �n N OU ZV W ❑❑ (D N M z N M 0 8 z 00 z g<C do a N - N zal0 +� 0 (� w m O c w J r-- - E 1 =® 3 = • U o Q o Z w c C13Z M J Z < L1 EEoa� m ZO }ro 0-0 E V of z® �o 0 �` Z co H Q= g wz wH c � o °Z Z rb � J m a ° ¢w 3 3 N s ZZ ° z W T O m QO 0 �� N r F- 3 Jz �� v a= 3 gl¢ a H O > Ln 0 o� c� N O Co CN Ln LO fT a U) CoT m LO O N o� co .� u7 o Ln T Q LO LOr ui � 3 O M LO o Z z E CV iu m ac0 E 0 0 ¢ o JOB NO: 23-06122 SCALE : AS NOTED SHEET NO. WP1 HURR/CANE Mounting Brackets (t 0 Gauge! + /2' X 4-112' X 2-12- See Anchor Schedule Bolts 112" Dia- A325 Galy. (Tyi%) 0 ir ' #taSewl Tilling Screws A/C 111Tit t3ottrJnT Edge e Hurricaane Strap (Typical: 3 in front) Front Cross Support (May be cut to W) Left Bracket 06 Gauge; f! 14 Self -Drilling Screws rhru Bracket 8 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) 10-5181141� 4, washers J Self -Locking Nuts Spx-Ius nnnsla Ltil arst-tluzns arc INrnv4nlx.i wait ca}n Hwnunc .A4c Star-c Rated 5a4 Dressing aeail . "n ts:rraaet Q fie wilt sraptyi T# back Cross Support (Maybe cut to W) Right Bracket (t 6 Gauge) Florida Department of Busiless & Professional Regulation Peer 1 cri Building codes and Standards 2nazvt, Product Approval Application Detail y1" - S891 angry or WA t$te Data Pressing tip. TM version ummdamw. contact lnamet6lucwMe Vddeleda valosed omitted FISCAporoval Ag.QfA)f49 Ron M6m st.n 2020 armed Vent Products, Inc. Michael Giansm Hmma sF Name P.E. Lade B-0- P.E. 12M a"2om 12/162o2o 122&2020 Appre ad Caepay: 3rudual Components (877) 441-8368 PE-73776 (334) 3W-1800 Subcaepory: Products Introduced Bea Result or Info!@smawenteam Neal Technology Conslbnn Method E.1u fi- Report tan a Florida Registered Architect are Licensed Florida Fle5BZ24MPraduae Ploresslald Engineer Emi Product MadW Qualm Aaeuratea $9duct DeiukIlis, Aft Amara in.Hvhz nedfa Use Artbroyed outside for Use HNIM (mgay BeliBleY 1» J�t81a 1 PrrartVmt Model#1540.510 Dual Function Flood and Ventiation Veat 1b312023 Yes You N/A ♦10OL10o 2 8-r[V-t Model #1540-511 Duel Fund. Flood and Ventleeon Vent 12012023 Yes Year N/A 11 wA 1DO 3 SmutVem Model In540.520 ln:gft Flood Vent 12012o23 Yes yes N/A .1001ID0 4 smuV"m Made)#1540.521 Ins Lashed Flood V.M 121312023 Yes Yes NIA ♦1 wA100 5 - fit" t Model #1540.524 16aqud; Garage Door naod Vant 12/312023 Yes Yes NIA WA 6 SrnanVeM Mode: 01540-570 Wood Well In wilted Flood Vant 121312023 Yn Yes NIA .t00F100 7 smartModel #1540.5?4 14.5&qud: Gauge Door Flood Vml 12r:I 2023 Yes Yea N/A WA Flodda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.gr / w 1 1n4rMl 4s4t Enth or Will Idle IIsLtBwxln 20 ]yge version Manadaeluor Contact validabdrW t(ylygg211111101111WFQQA-r,* A--1d 31,11h. ReOsion 2020 Drexel Metals. Inc. Jason Shumate 2achalry R Pdesl Ladle Bouden P.E. aano2020 Oag92020 o8202o20 Ian 32020 APprai ed Category: Rooting t5O2)303-1511 P674021 (334) 30D-1 800 aunCatagory: Metal Rooenp ishumete@dreamat.ean OmWI Lce Method: [valuation Repot from Is Floda Regitend Aeh%W or a Lkesed Flemde Professional Engineer F LAMZBY1418 Postulate Aooroved for Use Approved for Use ffilBa4t Design $g.! Product Mode. Numer a Nana Product Description Congress P.rlartlurs Date IB.rHVNZ OLttM # HVM Rftsw 1 Oreael Metal ofng SY.Lem. ONG 100NS, DMC 1506S, DMC 175S, DMC 2008. 12r312025 Yes No N/A 10F180 DMC5V Florida Department of Business & Professional Regulation Page 2d4 Building Codes and Standards 302o23 Product Approval Application Detail Erew Of 2a 212 Dole Pending eta jygg yarn contact Ernannreraucrw.ytMeae IN 141,I¢ViSubillifthad Frx Aomwa Ag1 ,d at," ReYle.n 2020 Thema-Tru Corpaaugn Steve Jesporson Lyndon F. Schrddt. RE. Ryan J. Icing, P. E. 04/152021 12ni2020 04=021 06M82021 Apoead cMepay: Exterior Ooars 1800843-?628 PE-43401 (813176T-055 SuInCae(pry: t3Whgh; Exterior Data Asxnolke faspuun@Umttmaru.c CaaeiMnc$Memod: Evaluation Report toms, on, Florida Registered Architect or a Licensed Flat dal Praesslgnal Engineer FL#20U"S Proceed, product Model. Nua6er sir Noma aquallitarAtes-, Product p AMaomr for Use Artaovad I, HVHZ Outside for Use HVHZ tensed Dictum Resident P- a. manna-Tn Flben-Clesalc and" wo10,91ar Normal GM91 Bqua lmpad&gM: Opaque 12/31/2028 No Yet, Yea WA Ca paste Edge For".,, 8'ngM Door (InswleloiCutswh0: X conhpur=1 2 b. Theana-Tru Fllxer-Crisisend 3nwoth-Star Nominal 8'5&QUotimpad&quoF OF. que 12r312028 Me Y. Y- WA Composite Edge Fhergsss Single Dar with "Metal (Inswing/Outswing: XO. OX or OXO rxxnnguraeaha) 3 c. Therani Fiber -Classic and Smooth -Star "cannot 6&#39:6 &quo( impad8quor Opaque 121312026 No Yes Yes WA 4 d Theme-Tru Fiber -Classic and Smooth-Sar 5 e. Themms-Tn Flbm-Classic and 9n00011-Ear 6 f Th.nra-T)u Faenpaesk and SmoahSiter .I g Theme-Tru Rbm-Classic and Smodh-Star a h. Themes-Tru Fltar-Classic and Smoak Star 9 i. Ttama-Tru Fiber -Classic and Srnooth1tar 10 1. Thames-Tru FIb«-Class. and Smoolh-Stm 11 itTherms-Tru Flber-Classic and dnaoth-SHr 12 I. Tnmma-Tru Fiber-Oeesre and Smooth -Stir 13 m. Thmma-Tru nber-Clessic and Smooth -Star 14 n. Therms-Tru FlIc.-Ciafaic ..it S.-th-Star 15 a. ThermaTru Flear-Classic end Smooth -Saar 16 p. Thenna-Tru Fiber -Classic and SmoothSar 17 q. Themme-Tru Fiber -Classic ant Smooth -Star Canposite Edge Fbaders Double Doer with car without Sknetes 01010MawIng XX or OXXO candgurations) Mamma 8&#3g:0 &einsti npad8.quot Opswa Corlpoate Eggs Fbai #a,asalnSingle a Door 1InsAng(outswohg; X contguraaonl NdNnel 88A39;06gserpd&quot Opaqu. Composite Edge Flbmga»Singe Door Wan Sideflm fl-IngVaaig: XO. Oster OXO a� Llano) Narint 6&M0&qua;erpeeitc irk Opaque Compost. Edge Rbmgiess Double Doorrnth or without stateless (Iti-ofWanming; XX or OXXO anfgurelionel Norrinei 6&A39;8 &qud:I nped" GbzW Composite Edge reergass Sind. OOor (InaWinerCanswing: X eerltgurstiol/) Nominal 6N39;8 &QrclAmpadwal;; Gazes Collocate Edge Flbeglass Single DoorWeh S)delite(s) (InsedrtPOutnAng: XO, OX a OXO c nrourtloneh hairlines 691139:8 &ara;lrped&quot cleared Composite Edge Flberdass Double Door*M or WO out assizes PnasinglOutswime; XX or OXXO oahrourMland) Norrend a=,O equot*npeddqua; Gazed Composer, Edge Fiberglass Singe Door (hsaing/oulaming: X cantguresda) Hammel 83013903QUa:erxaalaWo Gazed Compote Edge Fiberglass Single Doe With Snfelk(s) l In;wrgNasW rig: XO. OX a OXO cn6rbtr.tione, Nominal all" P 6quar:11inpactaWd Glazed Composite Edge Fiberglass Double over Yrlah or with it 810e11res gnsldnp/OuaMng: XXor OXXO configuration I Nominal 64,439:8&quctArpsdsquat Gazed Mottled Open Coarposae Edge FibwMass Single Door fhswhyW tsWlrg: %conflgua5on) NmenM 6&439;e &qua;mpad&qua; Glazeit Molded Open Composite Edge RbegW- Single Door with Glazed Molded Open 9lddkisi (hsWing/outealig; XO, OX or OXO consguneahs) Nominal 6&e39;8 &qua;Fpsd6quat Glazed Molded Open Co spossr Edge Fbergaxas Double Door!Mth or i. has dame Molded Cpw SideMes (InavinyQnsWing: XX or O)0(O eaufigurebons) Nominal 68#3g:e aoNa;aroeaAgllot Opera. Ccmpoate Edge Flborglas9 angle Door Weh Madrid Open Edelitus) (Inawingbdsu ing: XO. OX a OXO confgunllaa) Nerninal 6'8 &atd;hpad&quot Opepha Canpodt , Edge Fiberglass Double Dearlaf n or wtlh out Greater! Melded Open Skakes (IntiOnglOutswins XX or=0 emfigura8ms) 12/312026 No Yea Yes WA 1=1/202.6 NO Yea Yes WA 12131202E No Yes Yen WA 12/312026 No Yes Yes WA 124112026 No Yes Yes WA 12012026 NO Yes Yes WA 1MI0026 No Yes Yes WA 1 N312026 NO Yes Yes WA 12r312aza No Yea Yes WA imil2oa No Yes Yes WA 12/312a26 NO Yes Yes WA 12/312026 NO Yes Yes WA 12/312026 No Yes Yes WA 12t312026 No Yes Year WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 1WO21 Code oaM or =t PM .. Dab lasond - Dal jyyg Version Manufacturer Conrad VAIdtad see Yiwmg i� il)�Aggr�I AIId tl1e- ReWun 2020 POThetetrlee Jens Rwvxtd Mars -Dade BCCO-CER Mime -Dade 8CC0-VAL 11nam20 102112020 1124=20 Approved Category: Enarlar Doors (941) 400-0100 (786) 315-2590 SubGagory: Sliding Exterior Door AssembYes yosowsla@pObndustiles.c CMpllallcs Malhod: Cerencadw Mark a Listing ore FIN251-R33 F4otlua& on. w Aesaer n Asorevedior Use Aborrxved for Use klualii tuts sea Prodttd Moctal, Mt *wa Nana Product Dasacal Candied explanation Date III KWZ outside NVMZ Resident M1=. B 90D-55T0 (Large Mask hpadl Ilrryl Stdng Gass Door "14)2021 Yes Yea Yes WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461,1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/ 14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4i-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/3012025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54,2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roo#) 151b Felt Underiayment FL12328 NIA 6/29(2023 Plyglass USA, Inc. (for Tile Roof) POLYSIICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Camp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +O/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076,1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 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 NIA 5/25t2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Peg. t of 3 1 /252022 _ .. .. _ 970e EWIOCaC 1btC t�La Date Pend Ina f tl� version Manufacturer contact Engineer&Licensee validated By Valfdahtl Submitted FBC Approval Approved Recision 2020 Thermal -Tier Corporation Steu s Jasperson Lyndon F. Schmidt P E. Ryan J. King P.E- 07123= 0 071122= 07/29=0 10/13/2020 Approved Cateli Fxterbr Doors (8001843-76M PE-43409 (813) 787.5555 Subcategory: SvAnging Exterior Door Assembles sJasperson@thermstru.co Compliance Method: Evaluation Report from a m Florda Registered Archtect a e Licensed Florida FLEM?04t3 Professional Engineer Products Sagt Product Mpdel.Nuwberor Name Product Description gnlallty Aseuranra Acipowed for Use Aooro)edtortl#e Contract Exblrabw Daft in HVHZ cathode HVHZ lMgLQ Resistant 21WO Pressure 1 a. TFhemla-Tru Fiber -Classic and Smooth -Star Nominal 8&A3e,8 8quatlmpect&quot Opaque l Mlr,1022 Yes Yes Yes WA Composite Edge Fiberglass, Single Door (InsWng/OubPMng; X configuration) 2 Is. Therma-Tru Fiber -Classic and SnpothStar Nominal 8&#39:8 &qud;Impa st&quot Opaque 12/3112022 Yes Yea Yes WA Composite Edge Fiberglass Single Door Wth Sidelde(s) QrasWng1Out&Wng; XO, OX or OXO configurations) 3 c. Therma-Tru Flber-Classic and Smooth -Star Nomina 16&#3" Squat lmpaa8quak Opaque 12)3tr2022 Yes Yes Yas WA Composite Edge Fiberglass Double Door Wth or Without Sidelhea (I-AInStOuts+ing; XX or OXXO configurations) 4 d. Thelma-Tru Fiber -Classic and Smodm-Star Nominal 8&039;0&quotlmpanx8.qust Opaque 12J31f2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Onswrg/Outawirg; X configuration) 5 is. Therma-Tru Fiber -Cask and Smooth-SYar Nominal 8&939,0 aqua;Impd&quot Opaque IV312022 Yes Yes Vas WA Composite Edge Fiberglass Single Door with Sidette(s) 0navnngtoutpmn0: XO, OX or OXO configurations) 6 f. Thermal-Tru Flber.Classk and Smooth -Star Nomina 18' 0 Squat; Impact&quot Opaque 121311= Yea Yes Yes WA Composite Etlge Fiberglass Dou ble Door with or 'd6eEJ without es (IrreMn9iIOubamng; XX or OXXO configuratiana) 7 g. Thermo -Ton Fiber -Classic and Smooth -Star Nominal6&#3g;8aquct;Impact&quirt Glued 1W31 r2D22 Yes Yes Yes WA Composite Edge Fibarglass Single Door Onswirg/Outswiry; X wnfgurafion) 8 h. Thamta-Tru Fiber -Classic and Smooth-bYar Nominal 8&#3 l quadmpaG&quirt Glazed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelte(s) OmeM ng!Oubrmng; XO. OX or OXO configurations) g 17henna-Tru Fiber-Clessicend Smooth -Star Nominal ti8#39;8&q(mtlmpact&quot Glazed 12/31)2fY22 Yes Yes Yes WA Composite Edge Fiberglase Double Odor With or Wmout Sdelnes (Inah4ng/Oubssnd g; XX or OXXO wnflgurabons) 10 i. Themna-Tru Fiber-Cleaelo and Smooth -Star Nominal 8'0"1mpad&quire Glazed 12131 r= Yee Yes Yes WA Composite Edge Fiberglass Single Door (Inswing/Ouls-N; X configuration) 11 It Therms-Tru Ficar-Clossle and Smooth -Star Nominal SASS; D Squotlmpact&quot Glazed IZ1312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Win Sideits(s) pnswingrOutswing. XO, OX or OXO configuretiona) 12 L ThemrrTru Fiber-Clessic and Srnooth-Star Nominal 8&#3e,0 &quotlmpad&quirk Glazed 12131/2022 Yea Yes Yes WA Composite Edge Fiberglass Double Door with or Without Side ices (lnewirp/Outswing; XX or OXXO configurations) 13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&439;8 Squct;lmpact&quar, Opaque 121312022 Yes Yes Yss WA Composite Edge Fiberglass Single Door with &quotNon-Impact" Sldel te(s) (Inswirg/Outsering; XO, OX or OXO configurations) 14 er n. Thms-Tru Flber-Classk and Sm *,b'tar Nominal 6'8 aquotlmpaet&quat Opaque I V312022 yes Yes Yea WA Composite Edge Fitlerglase Double Doa slap Rqu.Non-impaa&qu.; Sdialites(Insw ingtOutsw rso: OXXO configuration) 15 o.Therms-Tru Fiber -Classic and SrrlootFrSrar Nominal 6&#*,,08qugtimpad&quot Opaque 12131 P2022 Yea Yes Yes WA Composite Edge Fiberglass Single Door Wth 8quotNorn-Impact&qud; Siielite(a) (I nwin sg70utsining; XO, OX or OXO confq urations) 16 p. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#3130 8qu0(lmp2dMqu0t Opaque 12/31/2022 Yes Yea Yes WA Composite Edge Fiberglass Double Door Wth &quotNon-Imwct&quot Sidelites (I naMngfOutsW rig; OXXO configuration) 17 q. Therms-Tru Fiber -Classic and S.-thStar Nominal 8&039,8 SquokNon-I mpx3&qua; Opaque 12/312022 Vas Yes No WA Composite Edge Fiberglass Single Door Onswirg/OutiTin g; X configuration) 18 r. Themia-Tru Fiber -Classic and Smacrth-Star Nominal 8&#39,.8 aquMNon-Impad&quc(. Opaque 12)311= Yes Yes No WA Composite Edge Fiberglass Single Dwr with SdMta(s) QneWngtOubWng; XO, OX a OXO configurations) 19 a Therma-Tnt Filter -Classic and Sriwoth-Star Nominal 6&039;6&quot Non-ImpadBquot Opaque 1202022 Yes Yes No WA Composite Edge Fiberglass Double Door Wth or without Soothes (IrrshMi giCutswing; XX or OXXO wMigurations) 20 t. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#°.,8: 0 Squat Non-Impaz&quM Opaque IV31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswing/Ouawing; X configuration) 21 u.Thermal-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,.O Squot Non-Impaa8quot; Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Single Door Wth Sideli e(s) ll m ngtOutBWng; XO, OX or OXO wMiauratonsl 22 v. Thence-Tru Fiber -Classic and Smooth -Star Nominal S8dl39;0 &quctNcxn-lrr"d&quot Opaque 12131P2022 Yes Yes No WA Composite Edge Ftergless Double Door Wan at without Sidelites Ornewtirtg/Outswing; XXor OXXO configurations) 23 w. Therrre-Tru Fiber -Classic and Smooth -Star Nominal 88JR91,8 &4v"Nat-Irtpact9quct Glaxad 12/3112022 Yes Yes No WA Composite Edge Fiberglass Sigler Door Inn"" glOutsving; Xconfiguration) 24 x. Themma-Tru Fiber -Classic and Smooth -Star Nominal 88#3a;8 &quotNm Inpact&quot Glazed 12Y312022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sdelte(s) OrisA ng/OutsW up; XO, OX a OXO configurations) 25 y. Theme-Tru Fiber -Classic and Smootn-Star Nominal 6&MA&quatNon. Impact&quok Glazed 12I312022 Yes Yes No WA Composite Edge Fl berglaws Double Door Withor Without Sdelites trnsWArg/OubwAng, XXa OXXO configurations) 26 z.Therms-Tru Fiber-Clamlc anti Smooth -Star Nominal 89AM;08quot;14on- In"cl8quot Glazed 12131J2022 Yen; Yea No WA Composite Edge Flbergli ss Single Door Onswirg/Outswi g; X configuration) 27 zo. Therms-Tru Fem-Classic and Srrodh-Star Nominal 0&#39:0 &hquotNon-Irtpact&quot Glazed 1213 M22 Yea Yost No N/A Composite Edge Fibreglass Single Door with Sidelte(s) 0-rig/Outswng. XO, OX a OXO configurarions) 28 zb. Therma-Tru FaoerClassic and Smooth -Star Nominal 8&#39:08quotNort-IrrpactBquOt Glazed 12/31/2(1Y2 Yes Yes No WA Composite Edge Fiberglass Double Door Win or without Siderlitas pnewing/Ouawing; XXor OXXO confguranons) Florida Dopertrnent of Business & Professional Regulation Pease I a2 Building Codes and Standards 5ra 21 Product Approval Application Detail WOMyn> n � Sr34! Emil a PYA $aA DM. Pendra' DKO jygg Mongolia Contacts EnanewiL lJevusa validated for3C ffi >75YMO*d E Aggtgb9 a*u, Reusson 2020 MI Windows and Doors Beeon Sithill Luis Roberto Lomas Steven M Urich. PE taoaw2o lwa2om lan9no20 12n52020 AN-d Caepay: EXteria Door; (717) 365-3300 PE-82514 (117) 317.8454 "Ca.gory: Slung Exterior Door Ar sembees bWeger@miaid.com C.mpiMric. Memo* Evaluefim Repon tom a F rice Registered Architect ors Licensed Florida Professional Engineer FIJ15332.18P4 dude awe tkoduct Monlet. Hunbaa Hama GYMhv Assurance Acsrowadfuruse Pradxt Desorbtlon Ctexract llmetlan DM. It, AmrovW HVHZ out" for Use HVHZ kT)D4l Deslan E41btalt Eromrt 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12J312024 No Yes No WA 145-31"quotX80aquel: NOWREINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGo OX XO, XX 12r312024 No Yen No N/A 988ytlph80&¢td; NON -REINFORCED 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFDRCED OXO 12131/2024 No Yes No WA 145.3/46gaa: 6quaao6 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 12,3112024 No Yes No WA XO. XX96&quoucWtitud; 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SOD REINFORCED XXX 12012024 No Y. No N/A 143Mquohxpsaqupt Florida Department of Business & Professional Regulation P.11 c(I Building Codes and Standards is=, Product Approval Application Detail PPr Pp am Version Unufwtum Contact FdLaMeeraDemMe valida"N Yttilydshed BL&nNmd FSQ Amneval Agggypg $letilA RWsion 2020 Wayne-Detrn, a awslon of Overhead Door DWgne K-ish JohnE States JemaY P. Arresan. P.E. 11111212020 09292020 lormo20 12M6=0 Approved Corpolallon (330) 763d121 PE-51737 (904) 821-5200 Category. Exterior Doors dxomish@Wayne-h$Itoll SuhCtepory: Sections] SaW& Door Asaembnea Om Corrpllanlas Method: Evaluation Repod hem a Florida Registered Architect or a Licensed Flodde Flia218-aZ0 Professional Engineer PraducM i t" Product MoUeL Mnmba a Name llalw aaarrerhn Rod&1 rn.cnonon Comas 1Dmlrsllon Data Arvwed for Uss Amrawad for Uses In HYHZ outside l� R#dKm t� ( ; 3 80001&1001820o#1105 98,0139; Meer dkh. 148n139: Max height, dgaang I2r312623 No Yes Yes 131.001-3500 avian In tap or intemxdlM , section 10 8090Ai10082DO #1123 16&#3S; Max Width, 148413e. Max het t. Glazing 12131=3 No Yes Yea 1300a/-33.50 &Mailable in top orinteitm diate;ation. 11 6000161OW20001124 156039. Mu width. 1488391. Max height. Glazing 12/312023 No Yes Yes -34.4W 36.30 evateble in top Or Intemnedlete section. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pagel of l 1 r32021 Florida Department of Business & Professional Regulation pages or Building Codes and Standards 52gz, Product Approval Application Detail Ala W Code caw w Data Date Dare Pwdlm dG am YeLilgg Mont tdurer calm Fvalidated ev g(y)dated Subinditaid FSC A®naval A11p1811ad Sm9la R614slon 2020 MI Windrows end Doom BrantSillinger American Archltadur;I Manion M. Uteri PE 111172D20 11H72020 111272020 Approved Category; Wndom (TI7)365.3300 ManufacturersAssodeNon (T17)317-8454 aubCMegory: Single Hung bsetnger@rmWd.cam Compliance Method: Cm51ce0on Melt or thong It"Predwd Modd. NUIMna a Hama %4� In HYHZ AouMrM HvKZ IrSisheriri Partature 2 185 SH 52x72 FinPNnge Frame IGSG Single Hung 1 DrB8r2023 No Yes No 160/-60 Lem}lted Gases_- a--• N 0 N O O CU Cn � O CU N 0^` O O >� m W O E LL O CU -Cn W -0 0 Cn " O �� 2 ��`/U� a Z Z W J "O r W N � N i� o W &V m x �r N W a Z w d n J -► 3 = cu d fir G � G > E C t 3 as 3 > t� O � ut M c E C2 d W U) L CD Esailleasser CD W W z Cn CIO `D O :)a_ O CL fassaill L W L) C0 M Q Class liesse- O L LU Q W z J z Q J IZ SHEET NO. PA 1,0. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail x ".: -. h R<.1�1 . .:_... 22a Entity or im Version Manufacturer Canted Engineer A, License Validated By R-kion 20M T)earrro-Tru C.q-tion Stave Jaepercon Lyndon F. Schmidt P. E Ryan J. King. P.E. Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-65% Subcategory SWrging Exterior Door Assemblies sjaspenaorl@thermatru.w Compliance Method: Evaluation Reportfrom a m Florida Registered Architect or a Licensed FloWa Professional Engineer FL #2O"i R7 Products Page 6 Of 9 Florida Department of Business & Professional Regulation Page 1 of 1 ia5J?D22 Building Codes and Standards 1r&2D21 Produd Approval Application Detail 21111111L 21g Daft Pendira 291 Validate Submitted FBC ADproval Atercived Statue 10/07r2021 09118=1 10/132021 121150M Approved seams Product Model. Number or Name Product Description Quality Assurance Aoorovsdfortlae Contract Expiration Date in HVHZ Acionevedror Uole Outside HVMZ Reshiplount laraftessume 1 a. Therme-Tru Rlger-Classic and Smooth -Star Nominal O&IM.8 8quot Non -Imp ud8quot Opaque 12r31/2022 No Yes No WA Composite Edge Fibers lease Single Door (Insvdrg/Outsvring: X configuration) 2 b. Therma-Tru Flber-Claws and Smooth -Star Nominal 68#3$e &quoit Non-Impa t8quat Opaque 12t3i/2022 No Yes No WA Composite Edge Fiberglass Single Door with Sidelito(s) (I nawing/OulaMng; XO; OX or OXO .onfig-li.r.) 3 c Therma.7N Fier -Clamp and Snaotn-Star Nominsl 6&n3aS &quo;NOn-mlpaah&quot Opaque 12/31/2022 No Yes No WA Fiberglass Composite Edge Double O.or vAth or v ithout Seleliters (I nswinglOutswing; )Xor O)= configurations) 4 of Therms-Tru Fiber -Classic and Smooth -Star Nominal 78,1139D 8quMNan-InpaaBquok Opaque 1213112022 No Yes No WA Composite Edge Fiberglam Single Door thr raing/Outewing; X configuration) 5 a Themre-Tru Fiber -Classic and Smooth -Star Nominal 780316t0 BqucItNon-Inpeoi&quot Opaque 12131f2022 No Yes No WA 6 1 Therms-Tru Fiber -Classic and Smooth -Star 7 9. Therms-Tru Fiber -Classic and Smooth -Star 8 h. Thelma-Tru Fiber-Ckeeic and Smooth -Star 9 L Therma-Tru Fiber -Classic and Smooth -Star 10 I Therma-Tru Fiber-Cessicand Smooth -Star 11 It Thermo -Ten Flier-Ciawric and Smocrlh-Star 12 L Therm-Tru Fiber -Classic and Smooth -Bar 13 m. Therm -Ten Fiber -Classic end Scnoth-Smr 14 n. Theme-Tru Fiber-Cesste and Shr oth-Scar 15 o. Themla-Tru Fiber -Classic and Smooth -Star 16 P. Therma•Tru Fbar•Cessk and Smooth•Ster 17 q. Thermo-Tru Fiber -Classic and Smooth -(star 18 r, Therm-Tru FiberCla»ie and Smooth -Star 19 s. Them -Ten FberClassie and Smooth -Star 20 t Theme -Tea Rhar-Cessic and SmeoM-Star 21 u. Thercs-Tru Fiber -Classic and Smooth -Star 22 v.Thermo-Tru Fiber -Classic and Smooth -Star 23 w Therms-Tru Fiber -Classic, and SmocINFStar 24 x Themia-Tru Fiber -Classic and Smooth -Star 25 y. Themm-Tru Fber.Classloand Smooth -',far 28 LTherms-Ten Fier-Classicand Smooth -Star 27 za. Therms-Tru Fiber-aassicand SmoWl-Star 28 rib.Therms-Ten Flbe-Q.-cand Smooth -Star 29 cc. Themla-Tru Fiber-Cassc and Smooth -Star 30 zd. Themn i-Tru Fiber-Claleic and Smooth -Star 31 ze. Therma-Tru Fiber.Clasicand Smooth -Star Composite Edge Fiberglass Single Door with Sdelke(s) OnsWng101d&wing; XO, OX a OXC cenfgurabor s) Nominal 8&#U;0&quothion-I mpacts,quct Opaque 1281 t2022 No Yes No N)A Composite Edge Fiberglass Single Door 0rnawing/Outswng, X configuration) Nominal 8&#3g:08quotNon-Impwt&qud; Opaque 121331 r2= No Yes No NIA Composite Edge Fiberglass Sing Is Door YAM Sidelde(s) 0 nsWrV/Outswfng; XO, OX or OXO configurations) 9 ) Nominal 89#39;0 u Non -Ion � Opaque of ua fb PaeDq Por 92I312022 No Yes No NIA Composite, Edge Fiberglass Double Door vAth or Without Sidelltes (InswinglOulismir ; XX or OXXO configurations) Nominal Uri &quot:Non-Impact&quct Glazed 12P31/2022 No Yes No NIA Composite Edge Fiberglass Single Door (IncWng/Outswi g; X configuration) Nomnal 61 3g;8&quotNon4mpact&gt" Glazed 12/31 t2022 No Yes No NIA Composite Edge Fiberglass Single Door WM Sdelite(s) (I n&Wrg70utfAvmg; XO.. OX a OXO configurations) Nomnal 6&#38:88quotNoh-ImpwMquot Glazed lmlt 022 No Yes N. NIA Composite Edge Fiberglass Double Door Wth or Wthat Sdelttes (IneYAng/Outawing; XX or OXXO configurations) Nominal 7'0&cluotl4oh-Impact&qucc Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door 9navoingfOukw ri X configuration) Nogg:ral 7'0&quotNon-ImpadBquot Glazed 12131r-= No Yes No NIA Composite Edge Fiberglass Single Door with Sidelte (s) OnswrSA utsvvmg; XO, OX or OXO configurations) Nominal 8&II AquatNon-I mpad&quet Glazed 121312022 No Yes No NIA Camposhe Edge Fiberglass Single Door OrlaWnWOulSWhg; X codigura ion) Nominal Bili&quctNon-I mpact&quot, Glazed IN31I2022 No Yes No NIA Composite Edge Fiberglass Single Door Will Sidelite(s) OnswnWrOutsorng: XO, OX or OXC configurations) Nominal 6&s39;0&quotNon-Impact&quct Glazed 12131/2022 No Yes No NJA Composite Edge Fiberglass Double Doe vdth or Wehoul Sidelibm 0"vvirglOutsming; XXor OXXO configurations) No hal 8&#39:83quotNon-Impact&quoit Opaque 12131(2022 No Yes No N/A Composite Edge Fiberglass, Sin le Door Wth po 99 Transom (InsW ngl0utawing; 0/X configuration) Nominal B&II &quotNon-I mpact&quat Opaque 12/31I2022 No Yes No NIA Composite Edge Fibeglass Single floor with Sidalte(s) and Transom (Irmwir 910ut-9: O/XO_ O/OX or OPDXO configurations) Nomiml8b8&gaatNon-InVaot&quot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Single Door with Sidaae(s) (InaWn9POutswt.S XO, OX or OXO Continuous Head and Sill cormgura8ons) Nominal 8&#W,0 SquoIf Non-Imf,adBquot Opaque 12r3lt= No Yes No WA Composite Edge Fiberglass Single Door with SidelRe(s) OnsWngrOutow g; XO. OX a OXO Continuous Head and Sill configurations) Nominal 6&439,8 &quothlon-Impact8,quot Glazed 12131/20Y2 No Yes No WA Composite Edge Fiberglass Single Doe with Sldelbe(s) (InsivinglOutsWng; XO, OX or OXO Continuous bead and Sill configurations) Nominal 8&#39:0&quotNon-Impad8quot Glazed 1W112022 No Yes No NIA Composite Edge Fiberglass Single Door with Sldellta(s) Onswing10utawirg; XO, OX or OXO Continuous Head and Sit coMlguraDoris) Nominal 6Bs39;B &quctNon-Impact8quot Opaque 1213112022 No Yes NO NIA Composite Edge Fiberglass Door PanelavdthVented Siddite(s) OnsvAng/Oulswi g; XX XXX or XXXX oonfgurations) Nominal 88d439;0 Squat Non-Impad&quot Opaque 12r31/2022 No Yes No NIA Composite Edge Fiberglass Door Panels Mth Vented Sidelka(s) OnewinglOumwrg; XK XXX.XXXX ...figurations) Nominal 6&XM;8&quctNon-Impad&quot Glazed 12r31/2022 No Yes No WA Composite Edge FlOergYss Door Panels,rdth Vented selelita(s) OnavAng/Ouhm'rg; XX, XXXor XXXX configurations) Nominal 88639;0&quot Non-ImpaoMquot Glazed IZ3112022 No Yes No WA Composite Edge Fibefg lam Door Panels vAM Vented Sldelbe(s) OnsWnglOutslMmg; XX, XXXor XXX( coffturahons) 8q nlpa q of Nominal 8116p398 not Non -I a& u Glazed 12/31/2022 No Y ors No A W Composts dig - s Edge Fibs loss Single Door with 3&#390 g g Sidelite(s) (InswinplOadsWrg; XO. OX a OXO configurations) Nominal 6SAiM,88quolcNon-ImpadBquot Glazed 12131/2022 No Yes No WA Composite Edge Fiberglass Double Door with 303808ideites Onswing/Outawing; OXXO configuration) Nominal B&#380 SquotNon-Impaci&quot Glazed 12131=1 No Yes No WA Composite Edge Fiberglass Single Door with 38#39;0 Sillelits(s) OnswfnglOutaWng; XO, OX a OXO configurations Nominal 8&#3 :O&quotNonlmpact&quct, Glazed 12131/2022 No Yes No NIA Composite Edge Fiberglass Double Door with 38ag9;0 Sldelaes (I ns,Arlg/OutwAmg; OXXO configuration) Nominal 7'0&quotNon-Impact&quot Shaker 12MI12022 No Yes No NIA Series (Composite Edge Glazed Fiberglass Singe Door vAth a without 18uf392 Sideae(s) OnsvinglOutiwiig; X, OY, XO of OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail PP PP 3/15/2022 FL#6259-R31 Cotle Enif ar 2M ,¢aE€ = pAlift Status M VOrDiOn Manufacturer Contact Engineer & Validated gy Wiclated Submitted E_ltadiBg. ARproved Approved Revision 2020 POLYGLASS USA MauryAlpert, License John W. 100612020 10/22/2020 FBC 12/15/2020 Category: Roofing S954233133OSmalpert@polyglass.com Robert Nieminen Knezevich, PE 6RRL45Lat Subcategory: PE-59168 (954) 772-6224 11/01/2020 Undedaymerlts Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FLf162MR31 Engineer Products auellNAaBilitili ADlxovedfor Use BRlMillift ija IM02 lie is Product Model, Number or IN Product Dee dgition Contract E radon Date In HWZ Outside NVHZ Rostsitant 1 Polyglam Roof Underlayments Rooting underlayments 10121= No Yes WA 1 Polyglass Roof UnderlaymenM (HVHZ) Poyglass roof underiayments for use in F1301212arAm Yes No WA HVHZ fudedlcNire. 2 Polyglass Roof Uncladayments (non-HVHZ) Polyglass roof undLYlayments, fa use in 12/23/2023 No Yes WA FBC non-HVHZ Judsdetions. 1 Polyglass Roof Underiayments(HVHZ) Polyglass roor underlayments for use in FBC: 72/2312023 Yes No WA s. HVHZ jurisdictions. 2 Polyglass Roof Undenayments (non-HVHZ) Pohlglass roof underlayments, for use in 12123=3 No Yes WA FBC non-HVHZ Judsdktlone. 1 Polyglass Roof Undeda er" HVHT lass roof underlayments for use in FBC I212YZ23 Yg Nn ( 1 Polyglass Yen Yes No WA HVHZ' jurisdictions. W 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof urderlayments,for use In 12/2312023 No Yes WA FBC non.HVHZ jurisdictions. 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underlaymants for use In FBC1212312M Yes No NIA HVHZ jurisdictions. 2 Polyglass Roof Underlaymems (non-HVHZ) Polyglass roof underlayments, for use in 12723l2023 No Yes NJA FBC non-HVHZ judsdikod". Floddo Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Deal Pressure 4 WA/-M.5 WA +WAI-622a WA +WA/-622.5 WA 4 WAF622.5 WA +WAI- M.5 Page 2 a 2 3N2023 3 .� 4 2& EadIN Or, cirri. ➢uE Data Itanclim time Tip. Vaabh Manufacturer cadW Bbnw&License Validated By validated automated FBC APproM APM.d 9ahn Rov- 2020 Minsk Inc. Erin Yfakden IOC Evaluation Service. LLC ICC Evaluation Santos. DI>032073 12120f2022 01103M23 Approved ca.iIi Strudunl Conpnert. (952) 89e-BG75 LLC. suIsCalegury: Truss Plates naldeiansi.rom (205) 580-9800 Compliance M4Ql Evduain Report from a PnxIuct Eveluaecn Entity PLIMIT•MO Products $sty nationalist Anpaved rat Use Aoorawd for Use knee,a D"k, a" Product Model. laesbapr Ness, Product D-1.1ion covered Eeolrelion beat in HVHZ t3Wdde HVHZ Resistant )theme 1 M18AHS 18 ga. high strength truss cdnneda plate 12/31M24 Yes Yes N/A WA 2 M188HS 18 gat super high strength trust connector plate 12131,7024 Yes Yet NIA WA 3 edit is I8 Pa. f .cmnectorplate 12M2024 Yes Yes NIA WA 4 MT18KS 18 ga. high strength Ouse connector plats 12/312024 Yes Yes NIA N/A 5 MT20HB 20 go, high strength hs.cennedor plate 124112024 Yes Yes NIA NIA B MIB, Vile 18 fit. muss connector Platen I2/312024 Yes Yes N/A NIA 7 TL20, M720 20 ge. Was ca nnaapr dates 12/312024 Yas Yea N/A WA gads imtOtx Pita tNLe Da. Pndm fide 11018t Venton Manufacturer Contgit MMMMa lJcaee Validated Of, Validated GuaNted PBC Approval , Mirmatbn ZID20 PGT lnduan-a, Jima RoaoreN Mend -Dude BCCO-CER L(larrd-Dedr BCCO-VAL IIMIZD20 llffl&020 11/112020 Approved Category: Wrdoivs (941) 48&0100 (786) 315-25M BuIsCaagary, Single Hung lreornklgipgrinoJdmeac Compliance Method: Collocation Men or Llsfing fLom4 7BProAMta o, lf" Proved Modtd lambs a latme 9Y�Afth fd Comm Emlralon Dar Aosrmed In for Use Acclaimed fa use kmel QlYm HVHZ Gatlde MVNL R*dsrM l q 2 SH5500 (Large Was. knead) very) atingle Hung W nda:y O?MrM25 Yes v Yes WA Florida Department of Business & Professional Regulation P.S. i of i Building Codes and Standards IM2021 Product Approval Application Detail i. k_ F Gagl E(M or _ - - Lilo 291 _ _ 09aIssLalm Lice BiNt V,W- ManuFamura Contact Finaaw&Licrae Validated Sir Valldaad Submitted FSQ AccroM Alienated l)" AnMstlon 2D20 PGT Industries Jan, Rosowfkl k8amr-Dade BCCO -CER Miami. Dodo BCCO-VAL tiMrID20 11 A752020 111112020 Approved Category: Windows (941)486-0100 (786) 315.25N Subcategory: Fr4ed Jue esditpgbnduarlea.c compliance Method: Cemrdatin Mark or using am luz�s.t24 Preaxra Quality Assurance Aooravadf,u, Amrowd fat Use Impact g/Mm 2sa8 P con Yod l la,wr or Yana g> i edam Contract Eatraion Date In HVHZ rnrdde m z )jam pnaan, 5 PW-5520 ft_.W Meaila Impact; 1dra4 Fbred W.clow 04f302025 Yes Yes Vex NIA Florida Department of Business & Professional Regulation Page I ofI Building Codes and Standards 1a12o21 Product Approval Application Detail Florida Dope rtment of Business & Professional Regulation Pagel at Building Codes and Standards I5=21 Product Approval Application Detail ,tE-y.._ -- .. -._ _. 1 ., .. :._ ._ .-.: ._:._....... _. ` .... . ... .- _-..:_ sir` _:,.:, ,.::, ;._c _. , S39! EOIbo. at tote Dat Paden au mm Vmtvim nowfadum C-dad EncinerA Lesions V.1da m lie Valklided Submitted FBC Amroaal A-5-d Sam ReMsmn 2020 MI Wlndoes and Dons Breen Stinger American Architecture] Steven M. Umn. PE 1008r2m lQM 2D20 tOnikr2020 AppraNed Category: WndOWs (717)385-3300 Menulint-Association (717)317.8454 subcategory Horizontal Slda b"ir ge4mnrd.com CompllMtca Mehod Camkatm Walk a Llsahg flA]b3lL�B.B:gtlY� awl Quotas Assurance Aenrovedfor Use Aggrieved for Use Im act ptilm Rmletand f HS life Fin and merge Frame 73u621 nsuaded Glass 02/192024 No Yes No +55Fs5 Florida Department of Business & Professional Regulation Pagel or Building Codes and Standards 15=1 Product Approval Application Detail x k: ft -{ 7 -_ ill � _€., h v.- `s ,;. 2 -. .-. _ _.. __ k -. _._ _ - -- _ s Q9m En2,, bale Bee Dal Pram tie I= yrni JManufacturer Contact Endrarauemse Vaadateda yiHetttdSubmitted FBCAmroM A,-wd amber Revision 2020 MI Wind- end Doors Went Surigr Luis R Loans, PE Steven M Latch, PE 1=812020 ime2020 10/1012020 12152920 Approved Category: Wince- (717) 365.3300 PE-62514 (7173317-8464 Sbcatagory: Muaone bsmingtritmN+d.eam Conpllafa 11110Mo2 Evakiabn Report tom a Romd. Registered Architect ore U-sed Florida Professional Ender PLt Sl&tai Product, in& quality Assurarmi Product O � Aeeroved In HVHZ Quaid, fa Ue HVH2 Initial amm R,, kt,t Pl!!!Ea 2 57/4 Vertical Aluminum Mullen Mlln(124 No Y. Vas WA Flodds Department of Busllleso & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 2 or 2 IM021 may. �.-. ,. _._ ... -, ,.:. _ :... � __. _.._ ,. ,,. ... ..-„ x >. ,�. .. , ._:... ,--_-,___._. .. ._ .:. :, ., .._ .. .., .. r .__- ,..:',... .. ... .r __ . ..�. ._ ,R. ._.. , :... y. ._. __. _. .+ _r .._...-, h rat „~ _. , ., .. .: z,. : .M >oP .�- Sc2lit 1!ntYr or Pile .D9e Date Palm p(ga rift &AN or 2111131 an l2.bthifi.o D!(t am lfaulgp !Manufacturer yalarad Submitted FBC Amrmall A,W, 49 Sam Im Version Manufacturer Sholiaser A, Lesions,valaaed Bat }y)l d j FBC Amrava Eao@visd i =1 Revision 2020 James Hardie Bulking Prodacts. Inc. Chad pack. V. AAdr". Ton John awNad, P.E. OV0 12021 12/142020 OV)SQ021 &a FBC Appr, ReviAOr, 2020 ANde Nick Thompson Lyndon F. Schmid, P.E. Ryan J. King, P.E 02/152021 02flWM21 0222Q02/ 04n W2021 Approved Category: Panel Walls (1)09) 545-83M PE-e1B62 (362)367-2526 Capay: Panel Walk, x330)622-23aB PE-43409 (913) 797-6555 subCategoy: eldng ahed.dbrvini0)emnhrd elbCdegory: Soffits nthanpamilliaiaida.com Carpliance Mehod Eveluatin Report tan a e com compliance Method: Evaluation Rep.. from a Florida Re Lis hired Anriit.ot cr. U-sad Fiend. Florida Registered Architect or a Used Florida Products Pncf-nerd Enpnar Professional Engnw FUNN/2.Ra QMIM Assurance Aggrwedia use Approved for the IBPia Design FLN5272,RS wedud, Qaw Assurance A,,,aved for the A-,, M for Ueda at" Product Model. Number Or Name Product DFxraten Cadract E%OteUat Date 1l in 1X out" HVMZ ltedi Possum ejaM seA Product Moodae . Nbr cca o Me Product daamptlan Contractddrde, Dd. an NVHz weldle HVN2 RaaMaant Pheasant 1 C.r,O.hk Lop Siding Fbr-ttment lap siring 12/312M Yes Yea NIA N/A 1 a. LpJa;2T&quot SoNt Vent Or Sold Vnyl Bona 12f312023 No Yes No NIA 2 HrdrPlenk Lap Siding Fiber-cenrnt lap eking 12A12023 Yea Yea NIA N/A 2 b. AwdAllimce T4&qua: saint Vent a Sold Very! Sala 12PJ12023 No Y. No WA 3 o. bqud:Grenbrer 1Antage Seaded&a39: Soffk van( or Sold VIAV Sofa 12/312023 No Yes No WA 4 of LquctoMquot SOON Vent a Sold Vinyl Safe 12/312023 No Yes No NIA 5 e. Lqua:Chww Oakaquot, SaBt Vent or Sold Vinyl S. M 12r312023 No Yes No WA 6 1. 8quo;Super Spen" Soffit Vent a Sdid Vinyl SafR 121312023 No Yes No NIA Florida Department of Business & Professional Regulation Page 1 all Florida Dopedment of Business & Professional Regulation Pane, orl Building Codes and Standards 100=1 Building Codes and Standards i0mi Product Approval Application Detail Product Approval Application Detail ;. T . „,. >r Ss21i! E^pv a 2AL 2" Qffie-� ass Qo.& CBtd rugs Dt )bite D MR mm y ulg0 meet Ends,&Licrae Vaidaedlk y Submitted FBCAmnevd EggtaJtd 29ML ])(gat Vnlgn IdioaiA,- Contact $omitted FBCAncrowl A ... v,d alum Revision 2020 TAMKO Building Products LLC Kent Eden Robert Nbmnn John W. Knezevldh, PE 1004r1020 09092020 10/1712020 12n5.=20 Approved RaA.Ion 2020 L V. Thompson, Inc. d)a Thompson Architectural Tony Ch Amain Zachary R. Pros[ Steven M. Uieh, PE OW72020 Oe/182o20 09=020 12n52020 Approved Category: Roofing (417)624-6544 PE-59186 i,954)772-6224 News Company(TAMCOI (813)24a-34M PF,74D21 (71T)317-6454 aubCsta cIry UndeNeymens kern ed-Vamko tom esegay: Romig Iny24u-sumoa'g.Wm Compliance Method: EvaNeOn Refittom a S U#Uory: Rootng Accesenn that are. Florida Registered ArmMectora Ucmwd Ronda Integral Pan orthe Rooting System Professional Engineer Compliance a ehod Ewkuagn Repot tom a Fo % Reyskred Avdinect ora Ucnsed Florida PUM232040 Products Profeaelona Engine" &RUA PreductMudd. Numbr rlbna QMA&A g((M Product D,,,b ion Aaoravact Use Aggraved in HVHZ fls- t lmmi out" RVHZ pi:wt.m pat(m l'.�sssim• FL#IBM"3Pmdude Oudbr Assurarm Amirowdlot Accroved is Use am Deftelign 1 TAMKO Raul Underlawle Its(HVHQ) Rod undedaymanh for use In F BC HVHZ 0&29/2023 Yes, No NIA NM DBS Produce MaaY.NmbaaNare Product Description In H" ) � � lumsdedenr. 1 TAMCO rid Top wMn Ben0 Aprfl0 26 pa. aatlC ra>Ofverdbd.r a4W b,flle owma2s Yes Yes N/A WA 2 TAMKO Rod Undt0ayrwntstNON44VFQ) Roof undedaymnts forusen FSC nonIlVlQ M2912023 No Y. NIA WA 2 ckVerteVMt TAMCO Gooseneck Vert 2s pa. OaVB207B No Yas NIA s0/-52b )eladdlais. 3 TAMCO OS-RkiOe Roof Vent sent Bafk 26 gA lobo roofvedolor a4M integrated bama 09M2020 Yes Yes NIA N/A 4 TAMCO Round Top OM -Ridge Vent with Bailie for Tib 26 pa. trade roofvaNMa wed hams 0e0092026 Yes Yn NM WA Florida Department of Business & Professional Regulation page ( of Florida Department of Business & Professional Regulation Par I a3 Building Codes and Standards i072021 Building Codes and Standards Ifirm2l Product Approval Application Detail Product Approval Application Detail Cilia gray.. Pitt tillt Del, Paid pale 11M YatigO hilkiniullicturer rrEdala Erauinm&License v.adAw IN y fBC AOPaaml A-.d molLm Revision 2020 I.- Katrina Jet" hens L Budiner. PE. Stevan N. Unch. PE 1123r2m I IfD 2020 11292020 dng FBC Api Cdegiar Roofing (501)983.6163 PE-31242 (717)317-8454 SbCdagrr. Reeling Accessories that lien k 011tyllifornancocom I nun red Pan ofine Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Lktrised Florkla FLa172024t6 Products Professional Engnw AgaProdacl MedN. Nadia or Narrro )7g)�„�gd )glop Qmty Aearaace AuorovedforUst Approved for the Imged R!!Im I)L.HVKZ Resistant lam 1 Deok-A,! DA-4 or TRFBuilt Dock-Ar DM Low Profit, PdMxopylsn. Plastic, Roof Vmt 12/102025 No Yes No +97.51-97.5 MeehmlaN Attached to Piyamad Deek. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of i 92520M . �. z r ? ,: �20 GAS! Entity 2IX Date Pendina 20 Tvpe Version Manufacturor Contact Enoinear& Lldena Validated BY Validated Submitted FBCApproval Approved Status Revision 2020 All American °..dlutarsard Glass Mko Barbieri Frank L. Benrerdo, RE Troy Bistop, P.E. 10MO20 10/15Q020 11105/2020 12/152020 Approved Category: Shutters (561) 712.9882 PEv0046US, (954) 9474860 Subcategory Storm Panels mtoeboallan arloanshutte Cal mpllanCe Method: Evaluation Report from a racoon Florida Registered Architect or a Licensed Florida Professional Engineer FLs17089Ra Products SSw _i Product Model=Numbsror Name Oualrbr Assurance Apnrovedfortae Amrovedfar Lisa Product Description Contract Expiration Data In HVHZ outrae HVHZ Impact Rotationt Iosslan Pressure 1 24ge G.Nanbed Steel Sbrm Panels 24go GaNanlzed Steel Sturm Panels 12/31Q022 Yes Yes Yes WA Florida Department of Business & Professional Regulation Pars I al Building Codes and Standards 6142021 Product Approval Applkation Detail ,.'i k A __ }r ... .<-_ .. __ , �. a.__c.,,-�..?' . _ >. v ,._ �:€-�.f t �:ui ,� _-. .e ..... :___ .. -. ..t ,w, u _ _. R. Sd* entry or jmi Pisa Dole Pendm Pitt mu Vralpn Y,W,-t,- caused validated tie yalaw" Submitted FRICAni®m A-.Yed A" Revision 2D20 Weyerhaeuser Re selorm. ICC Evaluatln Service, LLC In Lancer, P.E. 021022M 10n32020 D2/0&=l Approved Cd.gerr Strudurel Components 12M 624-6478 (1108)83OL3288 adbCatteporr• Fngrered Lumber Ron-SkiWring)weyarba Compamcs McW&d: Evolution Repot Nam a ause, com Product E'vs1whon Entity FL#Bs2T4ltl Products Games Arsurroug Approved for Use Amrowd for Use lockict 2290 AMI Prodrt MoedL Numbra Name Product Coasirlodkin Contract Emrdion Dale 1. HVHLZ Outside HVHZ Resistant i>-,, 1 Moralism LVL Laminated Va.. Lumber MIZ?023 No Yes N/A WA 2 Pralem PSL Postal Strand Lumber 03/312023 No Yes N/A N/A 3 TkmbaSlrand Let Laminated Shand Lumber 031312023 No Yes WA WA 4 TJ Rim Board Scudural Connotes Lumber or Oriented sand OU312023 No Yn NIA WA board Rim Bard 5 Weyerhaeuser Rim Board oriented Strand Board Rim Board 031312023 No Yn NIA HfA aJ x > _: - - - caaa 211 ,4ae... title P-11- tin! liter VwW- M,nuf w- C ranoYsw&Uoansa Validated a. Validated submiltwd FBC AmroM A,-,Md itwia ReNeen 2D20 Boren Roaring Mderaon Robin MPNO Uniform eveluatbn Gary W. Walks 1110=20 1 M22020 111D5m2o Approved Cargay: Roofing ($oil 3806091 services LLC (205)854-0160 suliCattgery: Roofing Tiles RobinendersnQbcrel.00 Compliance, Mdhod: Evaluation Report from a to Product Evaluation Entity EiAMtM2$aard, Quality AaereMke Approved for Use AccrovM far use iBgiEl Dealer, ilea& t�tj damnation dab Emlydlam Onh h, NN(j t tt� t� 16 6aany-Shake, Sate, Country Stle, Spat ptl Ect;)Iltr Fit Prdlla- Dania, CO 121312(120 No Vas NfA WA Thatch & Impact 17 Basely WO- Skte. area. Asi SPIN Slake Flat Profile -Steekton CA 12f31 rM0 No Yee NIA WA 10 Saxny 8W- State, Shake &emP: SPIN Shake Flat Profile- Mahal CA 12131=0 No Yes NIA WA 1st Ssxny 700- Shake , Sae&emP; Solt Shake Flat ProBk- Shicktn, CA lwir'026 No Yes N/A NIA 20 Bean 700- Bheka, Sde&emP: Soft Snake Flat Profile- Rialto CA 12/312020 No Yes NIA WA 27 T.I.Wan. /Be melon. Ron Prone- Katy, TX 12ml QO20 No Yes NfA WA 25 'All. Law Prone - Katy. TX 12/31f2020 No Yea NIA WA Florida Dept rtrnant of Business & Professional Regulation Para. i al Building Codes and Standards 11702021 Product Approval Application Detail w x a i S 1�.: a: -s' t d 1 :ry i w t �' Yin, v rim - Sege Erdty of Jett .Pitt Daft Panama pale jyQa Version Contact Enalrim A,y(gpft kilnam Bat y,RgeAd Submitted FBC A -,,I ,A-vad a" Revision 202D Alpine Sued L.M, ICC Ev.lua0on Service, LLC WN- M. Reid. PE 101312020 I0222020 1145/2020 11A152020 Approved Category: Structural Cmponents (321) 710-3377 (407) 661-1917 0.1,04 Ory: Trust Rates .1-0a1pinelhr com Cmnpharite Method Evaluation Report ton a Product EvaluMon Entity FLA121947 larok hors Qialav Assurance Approved for the Aporavedt Use tm"d nation sit" Product Model. Number or Nam e ProductDestddien CeeraetEt eion Dole InHVINZ OatdMIMQ BosLdart Pressure i ITW SCG/Apas Higher Strength M &emP: S) Meal Contractor Plate I W12024 Yet Veal N/A NIA 2 ITW BCG/Ayim Hinge Rate Metal Connector Plat 12/312024 Yet Yes N/A N/A 3 ITW BCG"M TNle Metal Connector Platt 1213112024 Ya Yes WA NIA 4 �TW BCG/A Pnsa Wave Metal Conrecta Plate I V312024 Yes Vaa NIA NIA Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 9r"21 Product Approval Application Detail $ .: $ 2011 ErAb 2le ae Dab portion 20 tjn Vrsbn Iflashishicalar cou i0 Endnwe, L]eaae Validated Or )yam FBC Aapmard A,-md ma Atflonati n 2020 Apha Aluminum. k o. Jae slip Luis R. Lomas Sewn M. Udch. PE 11A W"20 11962020 11202D20 Approved cele9ory: Panel Walls .4071 509-2006 PE-52514 (T17) 317.64U subcategory: Samts .0hesrannunnegryaho Compl' oMeMod: Evaluation Repot tome e.eoal Florida Reghbrod Archaact ora U-sed Florida Prdessimal Engnm FLe10544R5 Product. SEAB'odmd YptlaL Nrba or YismaProduct Quality Assurance ApeOrYd fa Use Approved for Use Diftecriaboil Cataract Expiration Des in RVHZ outside wife impend Dodo ggyaitim pross(re I Alpha Aluminum Scfld Barmp: Veiled AAumin um Soggy Alph & Aluminum Bold& Vented Aluminum 117130,2023 No Yee No WA CMU damp; Wood Soggy C41U &arrp; Wood Florida Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PP Page i Of 15/21321 - �1�., d e _ 'l v' S vz'-- T -v : .: -- _ " � 2 h- _ _ _ /T•� 4 , i, y )Y - - £491 EBiazri 20 ppe DoeP"dcc DU mm y elm J contact EnctsaALkv i Validated IN yllflam Submitted FSCAmrma Managed man Redskn 2020 MI W1.daos and Dotty Brent SR.rme gr An- Arch aectitn aral Steven L . PE 11222020 112MD20 112ar2020 APProaO Cafthow. Windows (7171385-3300 Manufacturers Association MT)317-6454 euleCateli Fired bsmn(pr®,mbd.cam Co pliane method Certifio.tion ken or Letting FL*15348-RId Produces SUdUAUUMWA amLowdL2 ua. am axidfaum xwmg Dstm O.Mi Product Model. lumbar or: rather Product OnaWWn extract evolution Doe InIffiL outside HVNZ Resistant PSemi1t! 1 its PW 73. 72 traveled Gips 04WnG23 No Yee No +8a-s0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t or l irB mi W >r s= a _ ,. -- _ .... 4 : . 1 L ._ -:..__. - r u QM EnMor Pilo 2" DealPaodDp tic! am Version MamdMipttt Contact shallow &License Submitted FBCAmrova Approved Aflkmatkn 2020 PGT Industries Jns Rosawsid Mend-0.6a SCCO. CER Mumi-Oade BCCO - VAL 11MM20 11105M20 11/11/2020 Approved Category: Wind- (941)486Q700 (786) 315.2590 &bCal.gory: Mullions Ireaaski®p9@ltluarietc lLa28t•a1] Prooratp Compliance Method: Cuffi nMan orLPA.g om AlAt Product Model Number or Name product Descripapin QWw Aaea am'eved fir the amrpved for Lino Contract Excitation time ID HVHZ Outside knwd Deal, likadmall prattling 1 Waned for Al Doors an it YYindova Arnmum Mullions 05262026 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Page 3 a4 Building Codes and Standards 30=3 Product Approval Application Detail ..: , Y. -soh y"-:: +,u+: 4 ' -.-L a: "ti'1- r-.:- ?: - - a - - ._ .l. ... -.- .. ..r-.e... z 3 ,. ��--++ 'ham' ak; xY .. - -�� a.Y'.rbT _ , _ � .^-=-R C�a, r. tr ., ., v .i. m: r. _ _ cede Eisfity ors ad, adi Data Predm 2& lisle. Vmlm M,h.fwu,. coined Enalnw&Liaafee Validated By yyjggugd §WNIM FBCAoaroM A� lam Revircn 2020 OAF Mental Bush Robert Neminen John W. W1azeNdl, PE 12M 9M22 12/172022 12QW022 02N7/2023 Approved Category: Real (800)785.3411 PE-59160 4954) rn-6224 SubCatagory Asphat shingles mstienegef.com CemPllam Mahod: Evaluation Report ft.. Floada Registered Architect ora Licensed Florida Professional Engineer fLfAMZC4LM products Ameoved is Use Accrov,d for gee IjmwA Delon gggg Preduct MohL Hama or tams gqduct Description Contract Emrralmoar art HVHL Outside HWZ R#dKmt iYtaM¢e 1 OAF Asphalt Poor Shingles fax use in FBC non+NHZ Fberaass reinforced 3-tsb, farmed, 5-taband 12/1 f2025 No Yes N/A WA jtrhdlNns h[pMdga asphall shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1051=1 k" k - Y 3 K h i-,9 11 - _ s .. - v .. x: ggds ErAW g am 211111. Data Pending lffit » Vtrdon Manukotura coNed Chglnw A Ueerdt Van"" air Vdhited auhmmad FI1C Approval AOMriwd Status Revision 2020 Flores M&W Products Inc. Clark Jones James L. Bicker. P.E(g Steven M. Urkh PE 08272020 09252020 IOX 2020 12MG12020 Approved Category: Roofing (904) 783-8400 CBUCK 6.0hearing (71?) 317-8464 idbCafagery: flooring Ac--I. that are an darkQ6arn-com PE31242 Integral Pam dthe Rooting System Comi,le ct Method: Evaluation Report from e Flnda Reglsehed Arnhect .. Ucns.d Florid. Professional Engineer FLm5amz Produces QW W A9vaatae Aggroyed fa Use AggroVed for Use llinDw 22ft �u lildM�Mll 3- FLAMC souol:RV 10 Rope Yen6qud; AluminumRWpe VenVans for pilled roots kbrloekd 12131M24 No Yes WAPrnwr� from 0.025' Aluminum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PW pp Paget al 31111r2021 -. _.:.a f 1 :: Y.. �pp 2 i x ^ n -_ M , J-111 r- _.^.- -'s- ` "'e-. 9191 1' v or Pita 291 Dole Pandna 2ae 111121 Vw9on tfi0afl4BalL contact banea&License Validated By wed submitted F9CAporov11 ADM ]re0VIVA Revision 2020 GI" PratKAW Products. I.I.C. Tin Robinson WaterA. 710 Jr. P L John W. Knezevich. PE 09108M20 D9W&2020 t0A12020 12h52020 Approved Cdrpar. Shuen i954) OW7545 PE-44167 (954) 772-6224 Subcategory! Sam Panels firn-Is semagpp.a.n Oompllmce Mo&l d: Evolution Report Yam a in FIorldt Registered Anchled o a Lkmsed Flarkle pMessional Enanver PLe1507"4 PIA*.M 1&9 g(WArrAseurante Aoorevadf LP,, Aver-dfor Uaa Product desiccation GQML*tf.uksiQL2" In Hvftz kagadLk= bgter ttRM.l &Luau! EtnM[e 1 20 Gage Galvanized Steel Storm Pands41VHZ Corrugated Galvanized Ste] Storm Patrols related 1213120M Yes Yin Yes WA or rot by Irooks to proNtle humcene Protection. 2 24 Gage Oolvmlxed Seel Storm PanelsMHVHZ Corrugated Gslvanked Seel Storm Panels rekned 12/31/2023 No Yes Yes WA a not by tracts to provide hurricane praealn. Fbnda Department of Business & Professional Regulation Paget al Building Codes and Standards f/7=1 Product Approval Application Detail a u fIgA I" a pis R" oa. Pmdm pi lope vairam Manufacture, Contact Enainw&Licame Vdladed sir Validated own" FBC AmmmmM AnoroJMd at" R.vtaen 2020 Conmerdel Conorde Produci Room Gill. Bamutl A Groenbarg John Hoy 1211e2D20 12/162020 1229R020 ding FBC Appr. Category: atr9nual Canponans Of 3) OW3707 PE-34245 (3a2) 5e8-0311 albQa4gory: Proelds Inrod.1"d as a Result at Procsegeta@y.hoo.can New Tanrloogy C"Iimn, Method: Dolus to Report from a Florida Registered Architect or. LI-d Florida P,.f- .1 Engines FLM?74•R6ProaNu 9muaw0.UWMM &waved for Uu Acurovidfortha agggm aigm Sao a PraKA,d Model. raaroa or raps Product Defterholon Calmed EmUaionoato Ill HVHZ outdcb ifvHz p; 1 Quality Recast or commrcial Conroe Products Preoaet and Prestressed Cmcrett Untols 05252024 No Yes NIA WA March 6, 2023 .10-d N O C_ (n _ to O U O-C O Oa) t✓a)� U- 0- N - - a� V O f O i O O W ICU O O CcL3 U_ O > .� V! 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CLICK HERE. FL#2355-R7 Sea !1 Product Model, Number or Name Product Description 1 Titan Stainless Steel Concrete S Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FL#9584-R6 Sea 4' Product Model. Number or Name Product Description 1 SD10112DBB Outdoor Accents Con nactor Screw 2 SD9112, SD9212, S010112, SDI O212 Strong -Drive SO Connector Screw 3 SD91125S, SDO212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw SDS25500, SDS25800, SOS25800 8 SDS25112SS, SOS25200SS, SDS25212SS, SDS253OOSS; SDS25312SS Strong -Dave SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10007-R6 Ag" Product Model. Number or Name Product Descdotlon 1 ATR318, ATR11Z ATR518, ATR314 Threaded Rods 2 ATUD5, ATUDS-2, ATUDG, ATUD9-2 ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP112, BP112-3, BP5/&2, BP518-3, BP3/4, BM/4-3, BPRTUD3-4 Bearing Plates 4 CNW318. CNW1112, CNW518, CNW3/4,CNW5/8-1/2, CNW314-5/8 Coupler Nuts 6 CTUD55, CTUD65, CTUD66, CTUD75, CTU076, CTUD77, CTUDST CTUD88, CTUD97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD38, RTUD4, RTUD4B, RTUD5; RTUD8, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tisdown System 12 URS5 5/8" Uplift Rod Run Tiedown System 13 URS6 3/4" Uplift Rod Run Tiedown System FL#10441-R6 ,-MA Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDC10/22 Hold-down 3 HDQ8, HH0011, HHDQ14 Hold-down 4 HDU2, HDU4, HDU5; HDUB. HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor e LSTHD8, LSTHDSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Snap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 1D PAI18, PAI23, PAI28, PA135 Snap -style purlin anchor 11 STHD10, STHDI ORJ Strap -style hold-down 12 STHD14, STHDI4RJ Snap -style hold-down CMMFor Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3Y2020 direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and MariDade County Notice of Acceptance (NOA), CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 5-3/8" to 15-118". 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 9-3n18" to 13-118". 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 718" and heights ranging from 9" to 33-1 Y2'. 24 MEG5, ME07 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-117' 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 1/8" and heights ranging from 9-1/4" to 24' 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 3-318" to 7-1W 27 RR Rage rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16' tic 7- 1/8" and heights ranging 9-1/4" to 32". FL#10960-RO SBaS ProductModeLNumflerorName 1 ABA44;ABA44R,ABA46,ABA46R,ABA66.ABABSR 2 ABU44, ABU44R, ABU46. ABU46R. ABU5.5, ABU5-6, ABU65, ABU66, ABU66R, ABU88, ABU88R,ABU1010,ABU101OR;ABU1212,ASU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 4 AC4, A04R, ACE4, ACB, AC6R, ACES 5 BC4, BC46, BC4R, BC6, BC6R, BC8. BCS2-2/4. BCS2-3/6 6 CB44, CB46, C648, CB66, CB68 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ68-SDS2. CBSQ86-SDS2, CBSQB&SDS2 8 CC, ECC. ECCU Series 9 CCQ-SDS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPT66Z, CP'T887 11 EP644A, EPB44, EPB46, EPB86 12 EPS4Z 13 LCB44,LCB66 14 LPC4Z,LPCSZ 15 MPB44Z, MPBWZ, MP988Z 16 PB44, P644R, PB46, PBW. P866R 17 PBS44A, PBS46, PBS86 18 PBV6, PBV10 19 PC44-16; PC48-18, PC48-16, PC64-18, P06&16; EPC44-16. EPC48-18, EPC48-16, EPC64.16, EPC68-16 20 PC4Z; PC4R7, POW, PCBRZ, PC8Z, PCBRZ; EPC4Z, EPC4RZ, EPCBZ, EPC5RZ, EPC8Z, EPC8RZ 21 PPB44-4Z, PPB44-6Z 22 RPBZ FL#1 OWS-R5 Sec # Product Model. Number or Norma 1 FJA, FSA 2 FRFP 3 GH46-6. GH46-8, 01-148.8, GH48-8, GH41U. GH410.8. GH66-6, GH86-8. GH68-6, GH68- 8, GH610-6, GH610-8 4 GLB5A, GLB5B, GLB5C, GLB5D, GLB7A, GLB7B, GLB7C, GLB7D 5 GLBT512, GBLT812, GL13T518, GBLT616, GLBT520, GBLTS20 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-14' to 9-112" and W2 ranging from 3-5/8" to 7-1/2" Screwed column caps with WI ranging from 3.1 /4" to 9-1/7' and W2 ranging from 3-5/8" to 7-112" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Harper Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy GirderTiedowm Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 1230I2020 For direct Inks to ell SST approvals listed belay: CLICK HERE For additional Information regarding Florida's Statewide Product Approval System and MaIN-Dade County Notice of Acceptance INCA). CLICK HERE. FILM 0446-RG Sea # Product Model. Number or Name Product Description 1 A21, A23, A33, A34, A351 A44 Angles 2 APA21, APA4; APAB, APVA21, APVA4, APVA8 Outdoor Accents Angles 3 APB44, APB44R, APV666, APB66R, APBW, APB88R, AP81010, APB101DR, APVB44, Outdoor Accents Post Bases APVB44R,APV666;APVSWR,APVB88,APVB88R,APVB1010,APVB101OR 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2-6, Outdoor Accents Deck Joist Ties APVDJT2R-8 5 APHH46, APHH46R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH28R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 C8T2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJr5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Slop 13 FC4. FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GAt, GA2 Gusset Angles 16 H2A, H2.5T, H8; H10A.2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 16 HH4, HH6 Header Hangers 19 KBSiZ Knee -Brace Stabilizer 20 1_30, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skew+able, Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR21, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skevable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML282, ML28Z; ML21OZ Angles 28 MMH8 Root Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC; RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 TrussClipa 35 TJC37, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 Sec;N Product Model, NumberorName 1 AHEP 2 DSC2R-SDS3, DSC21_SDS3, DSC5RSDS3, DS051--SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2; HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.37/3.12, HHRC66 8 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU26. LSSL128. LSSU210 9 TBE-4, TBE6 10 TC24; TC26: TC28 11 THA29, THA213, THA218, THA21 &2, THA222-2, THA413, TFIA418, THAC418, THA422, THAC422, THA426, THA422-2, THA426-2 12 THAI1.81/22, THAl2.06122, THAI2 1l22, THA1222. THAI322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-5SDS3, THJU26, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR a Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30i2020 For direct Inks to all SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice or Acceptance INCA), CLICK HERE. FL#10456-R5 hall Product Model. Number or Name Product Description 1 Br, BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 CS14, CS16, CS18, CS20, C522 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compression/Tension Strap e DSP, SSP, TSP Shad to Plate tie 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H16-2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2SDS1.5. HSS2-2-SOS3, HSS2-3-SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST2; HST3, HST5; HST6 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30. HTS30C Heavy Twist Strap 13 HTSQI6KTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9,LSTAI2,LSTAI5,LSTA18,LSTA2I;LSTA24,LSTA30,LSTA36 Straight Straps 16 LST149, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 LightTwlstStrap 19 MGT MediumGiderTiedown 20 MST27, MST37, MST48, MSr60, MST72 Straight Straps 21 MSTA9, MSTA12: MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC56, MSTC78 Straight Straps 23 MSTC4863, MSTC8883 Pre -Bent Snaps 24 MSTI26, MSTI36, MSTI48, MSTISO, MSTI72 Straight Straps 25 MTS12, MTS10, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 27 RCW812, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SPB, SPS Stud Plata Tie 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST18; ST22, ST292, ST2122, ST2115, ST2215, ST5215, ST6224, ST6236 Straight Straps 34 TB20, T627, T630; TB36, TB42, T1348: T654, TB56; TBBO Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 W81061 WB106C, WB126, WB126C, WB143C Wall Bracing Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63SDS, HGU5.25SDS, HGU5.50SDS, HGU5.62SOS, HGU7.OD-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9A0-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU700-SDS, HHGU7.25SDS, Light Slopeable/Skewable U Hanger HHGU9,00-SDS Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210.2, HHUS46, HHUW, HHUS410, HHUS5.50110, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL. HSURC, HSULC series hangers Adjustable Truss Hanger Sized for i-Josts Skewed Truss Hanger Multiple Truss Hangers 8 HTU25, HTU28, HTU210, HTL120-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connecbors Valley Truss Clip 10 HUCQ1.81/9-SDS, HUCOI 81/11SDS, HUCQ2ID-2SDS, HUCO210-3SDS, HUCQ310- SDS, HUCQ410-SDS, HUCQ412SDS, HUCQ5.2519-SDS, HUCQ525111-SDS, HUCQ610- SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Merni-Dade County Notice of Acceptance (NOA). CLICK HERE. FL#11468-R5 Sea X Product Modal, Num ber or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THG03SDS4.5, THGQH2SDS3, THGQH3SDS4 5, THGQH4-SDS8 Joist Hanger 6 THGW33, THGW3-4, THGW4-3, THGW441 Joist Hanger FL#11473-R5 Sou 1f Product Model. Numberor Name Product Descriotion 1 DETAL2D Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, 1118S, H18-2; H16.2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAMID,HM9 Masonry retrofit connectors 7 HHETAI6;HHETA20,HHETA24,HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 GirderTiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Snap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#11496-115 Sea #I Product Model. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Bolted Holdowns 3 HD36, HD58, HD76, H09B Bolted Holdowns 4 HTT4, HITS, 14TT53/4 Tension Ties 5 LTT19, LTT20B, LTTI31 Light Tension Ties FL#1362&R5 Sea # Product Model. Number or Name Product Description 1 SB5/8x24,SB7/8x24,SB1x30 SB Anchor Bolls 2 SSTB16, SSTB20, SST624, SST626, SST634, SSTBW. SST816L, SST82OL, SSTB24L, SSTB Anchor Bogs SSTB28L FL#13872-R4 Sag x Product Model, Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CSIS, CS20, GS22 2 HRS6, HRS8; HRS12, FHA6, FHA9, FHAl2, FHA18: FHA24; FHA30, MSTI26, MST138, MST148, MSTI60, MSTI72, SIMST27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9. LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122. Sr2115, ST2215 6 LSUBH3.25, SUBH3 25, MSUSH3 25 7 LTP5 8 LTS12, LTS16, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTO68, MSTC78, STS236 11 MTS12, MTS18, MTS18. MTS20, MTS30, MTS24C, MTS30C 12 S/81.56, SIB1.81, S/B2.06, SIB2.37, S/B2.56, SIB2.68, SB3.12, SIB3.56, SIB3.62, S1134.06, SB4.12, S184.28, SI64.75, SB5.50 13 SIBA2.1218, S/BA2.12/10, SIBA2.12/12, S/BA2.12/14, S/BA4.18/8, S/BA4.18/10, SBA4.18M2, WBA4.18/14 14 S/HIA 15 SIHDBS, S/H08B, S1HO10S; S/HD10B, S/HD15S, SA4015B 16 SfHDU4, SIHDU6, SIHOU9, SIHDUI I 17 S/JCT, S/HJCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil 18 a Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/16'to 3-9116" and heights ranging from 9.1/8" to 23-15116". Face -mount hangers Face -mount hangers available in widths ranging from 1-518" to 7- 318" and heights ranging from 55/16'to 12-7/8". Fare -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 5-I/8" and heights ranging from 4-314" to 15-3/4"- Concealed flange version (HSURC, HSULC) available for all double 2X and 41Xrnodels; only acute flange a concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9116'to 7- 1/2" and heights ranging from 2-7/8" to 19-1/4". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16". Face -mount hangers ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12r4"20 For direct Inks to all SST approvals Isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance INCA). CLICK HERE. 18 S1LBV1,56, SILBV1.81, S/LBV2.06, S1LBV2.37, SILBV2.56, SlLBV2.68, S/LBV3.12, Top Flange Joist Hangers S/LBV3.56, S/LBV3.62, S/LBV4.06, S/LBV412, S/LBV4.28, SILBV4.75. S/LBV5.50 19 S/LTT20, SIDTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 S1MSTe0, S/MST72 Snaps 118 mil (10 ga) 21 SP4, SP6 Stud Plats Ties 22 SSP; DSP, TSP Stud Plats Ties 23 STC, DTC Truss Clip 24 TSD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R5 Sea X Product Model. Number or Name 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTQM4.62SDSG; CCTQMS.50-SDSG, CCCQM3.62SDSG, CCCQM4A2-SDSG, CCCQM5.50-SDSG 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLOM03 62G-KT, ECCLLQMD4.62G-KT, ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLROMD4.62G- KT, ECCLRQM05.50G-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUMT25, HGUM9.00 4 LGUM26.2, LGUM2&3, LGUM26.4, LGUM28.2, LGUM283, LGUM28.4, LGUM210.2, LGUM210-3, LGILIM210-4, LGUM48, LGUM48, LGUM410 5 M13HA3.12/9.25, MBHA3.12111.25, MBHA3.5617.25, MBHA3.5619.25, MSHA3.56111.25, M13HA3.56/11.88, MBHA3.56114, MBHA3.58/16, M8HA3.5SA8; MBHA5.50/7.25, MBHA5.5019.25, MBHA5.50fll 25, MBHA5.SW11.88; MBHA5,50/14, MBHA5.50/18, MSHA5.50/18 6 MBHU3.5&9.25, MBHU3.5&11.25, MBHU3.56111.88, MBHU3.5&14, MBHU3.56116, MBHU3.5&18, MBHU5.5019.25, MBHU5.W11.25, MSHU5.50J11,88. MBHU5.50M4, M13HU5.50/16, MBHU5.50118 FL#13975-RB Sag # Product Model, Numberor Name 1 SOW22300, SOW22338, SDW22438, SOW22458, SDW22500, SDW22600, SDW22638, SDVV22834 2 SDWC15450; SDWC15800 3 SDWH19300DB, SDWH19400DB, SDWH19600DB, SDWH19800DB, SDWH191000DB 4 SDWH274ODG, SOWH275DOG: SOWH278DOG, SOWH271OODG, SDWH2712DOG 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 6 SOWS19600, SDWS19712, SDWS22400,SDWS225O0.SDWS22512, SDWS22800. SOWS22800, SDWS22900, SDWS221OW, SCYWS221100, SDWS221200. SDWS221500 7 SOWS2230006; SOWS224000B, SDWS2250008; SDWS22600DB, SDWS22800D8, SDWS221000DB 8 SDWS22312DBB, SDWS22512DBB 9 SDWS27300SS, SDWS2740OSS, SDWS2750OSS, SDWS27600SS, SDWS2780OSS. SDWS271000SS, SDWS2712ODSS 10 SDVVV13400 11 STN22 Product Description Masonry Per Caps Masonry Per Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-H EX Screw Strong -Drive SDWH TIMBER-H EX H DG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Intenor Grade) Strong -Drive SDWS TIMBER Screw (Exterior G wade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FLX15363-R3 Jul Product Model. Number or Name Product Description 1 AS 18. AS 18S5; AS 18SO 18 ga. Truss Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 4aa # Product Model. Num [xr or Name Product Description 1 Er -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GWA00, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PUPA -MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners; threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete • Simpson Strong -Tie 20M FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals Isted below, CLICK HERE . For additional Information regarding Florida's Statewide Product Approval System and Mani -Dade Canty Notice of Acceptance INCA), CLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-5/8" to 3- 9/16" and heights ranging from 4.5116"to 11". Concealed flange version (H USC) available for models having width equal to or greater than 3-9116" 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 518" and heights ranging from 9.114" to 16'. 13 LGU3.25-SOS, LGU3.83SDS, LGU5.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC28Z, LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 5/8" and heights ranging from 3" to 10-1511(Y' 17 MGU3,83-SOS, MGU5.25-SOS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU senes hangers Face -mount hangers available in widths ranging from 1-9116" to 5- 118" and heights ranging from 6-15/16" to 19-1/2'. 19 MUS26, MUS28 Face -mount hangers 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9118" to 3-9/1Wand heights ranging from 3-1tl6'to 13-34'. Concealed flange version (SURC. SULC) available for all double 2X and 4X models; on ly acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16'to Wand heights ranging from 2-5/8" to 11.1/4". FLtt10667-R6 §ff" Product Model, Numberor Name Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9116' to 7- 1/8" and heights ranging from 7-118" to W'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 115" and heights ranging from 9-114" to 24" 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 tZ' to 3- 5/8" and heights ranging from 7-14'to 24" 4 DGHF series hangers Top flange hangers available in widths ranging from I V4" to 3- 5/8" and heights ranging from 9-1/4" to 24' 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to S- 7/8" and heights ranging from 11" to 32-1/2'. 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/4" and heights ranging from 11-114" to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to S-7W and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1X'to 7- 1/8" and heights ranging from I1"to 32'. 9 HB series hangers Top flange hangers available in widths ranging from 1-9116' to 7- 1/2" and heights ranging from 8" to 39' ID HGLS somas hangers Saddle hangers available in widths ranging from 5-1/4" to 8-78" and heights ranging from 10-117'to 26". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-IX'to 8- 7/8" and heights ranging from 7-lW to 32'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- I/8" and heights ranging from 14" to 33" 13 HIT series hangers Top flange hangers available in widths ranging from 2-51161c, 3- 9116" and heights ranging from 18" to 26' 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 3.9116' and heights ranging from 5-3/8" to 13-11W 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16'to 5- 1/2" and heights ranging from 3-7116'to 15". Concealed flange version (H UCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16'to 7- 118" and heights ranging from 5-318" to 2&' 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116' to 7- 112" and heights ranging from 5-318" to 32' 18 ITS series hangers Top flange hangers available in widths ranging from 1 S/16'to 3- 5/8" and heights ranging from 9-1/8" to 16'. 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5.3/8" to 7.14' 20 JBA series hangers Top flange hangers available in width of 1-9116' and heights ranging from 9-3116" to 13-1/8". ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For direct Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE. 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STS2, ST824SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS8SS) Titan HO Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (TH037634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH,THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-R6 Seal Product Modal. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titan 2 (TTN2) 6 Titan HD (THD-H4SS, THD-HISS, THD-CS6SS) 7 Titan Turbo (rNT) FL#16937-R3 Sea a Product Model. Number or Name 1 X34B1018-SK,X1S1016,XiBI018.4K,XQ1S1016,XQ1B1016-4K 2 XL0114T1224,XLQ114B1224-2K 3 XM0114SI224.XMQ114Bi224-2K 4 XO114S1224,XQ114B1224-2.5K X114S1224,XQ112S1224,XQ11261224-2K 5 XU34SI016, XU34B1016-5K FL#35320-RO ea # Product Model. Number or Name 1 DSSC043.5. OSSC848, DSSCB48, DSHS 2 FCB43.5, FCB45.5, FCB47.5, FCB49 5, FC6411.5 3 FPHSD34S1018,FPHSD34B1018,FPHS034B1016-5K,FPHSD34S1214, FPHSD34B1214, FPHSD3481214-5K 4 LSFC2.25, LSF04.25, LSFC8.25, SFC2.25, SFC4.25, SFC6,25 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSCE25, MSSC225, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S 7 SCB43.5, SCB45.5, SCS47 5, SCB49 5, SC8411.5, MSC845.5, MSCS47 5 8 SCS32.5197, SCS62-5197, SCS62-5/118. SCS82-51118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 I SSB3.518 12 XLSH34131414,XLSH7881414 13 XQ1SIO18, XQ1B1016-4K, X01S1214. X01B1214-3.5K, XQ78S1224, XQ78B1224-3K, XQ114S1224;X011491224-2.SK,X0112S1224,XQI12B1224-2K,X3461016-SK, X181010, X1 B10164K, X1 S1214, X1 B1214-3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchorfor masonry Then 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description 410-16 Strong-DHve X Mortal Self -Drilling, Tapping Screws with #3 Dill Point #12-24 Strong-DHve XL Large -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head #12-24 Strong-DHve XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Meal Self -Drilling, Tapping Screws with #6 Drill Point 010-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #1C-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Sell- Drillslg, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector YPa 9 P Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-16. 412-14. and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws N L to -00 }, U s` N U- O O C .CD CU U W =3 ICU 0 ♦V cn �O C O 5_ O N = 0 _ CQ _ O CO An Cn 'p c E 0 CoQ 2 Cn Q Q Z Z W J N O N W :5 O N O m LA -x c CC o -O N t Oil N oa Y E +- C V Q 3 3 :°_ u pr c cm CD Us tz C E O d V Y O fJ CIO O LL CL O CL L U O L Cl) U m CL O L W Q W z J z Q J March 6, 2023 SHEET NO. PA 1.3 (D Cn -�6 (D -0 > r- 0 MIAM� UUM4M]DECOUN"ff PGT Indmtries. Inc. PGT Indntries, Ike. 2 46 _0 CL = 0 EM PRODUCTCONMOL SEC-aCK PGT Industries, Inc. 0 11905 SW26 smeK Rom 208 a) CL NOTICE OF ACCEPTAINC'E: EVIDENCE SIT, BIMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUB3KITED CU -0 DEPARTMMT OF REGMATORY A" ECONOWC RESOVICES WM) Mum Flonds 33175-2474 NOTICE OFACCEPTANCT: EVIDENCE SUBMITTED 40 a) BOARD AND CODE ADMINISTRATION DMSPD.4 T(726)31-521590 FL7W315-2599 D. QUALITY ASSITRANCE C-5 Cn NOTICE OF ACCIEPTA.NCIE (NNOA) WWWMiWXid*".1ff4CNW=1F I. Evidence submitted under previous -N,-O.A = -M PGT Industries, hic. A. DFA%TqGS B. TESTS (continued) L Miami Dade Department of Regulatory and Economic Resotuces (RER)_ -0 -0 C) 0 .= 1070 Technolo&y Drive, I Mauffactuivss die drawings and sections. 5. Test report on 1) Air Infiltration Tev, per FBC- TAS 202-94 0 L_ - 0 -NorthVenice. FL 34275 (Sribmifted tinder AWAX6. 11,0107 04) 2) Uniform Static " Press= Test, per FBC, TAS 202-94 E. MATERLAL CERTIFICATIONS = 0- = - .0 LL. SCOPE: Dmving No.31D-55570.0, titledIvrinyl Sliding Glass Dom NOA W'. sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice ofAccept=ce No. U"528.14 issued to Vision Extrusion Lunited for theff M 0 > This NOA is being issued uu&r the applicable rules and regulations goveating the use ofconstuctionmah2Wa_ 1lie through 21 of 21. prepared by manufacturer, dated 10,,U545, with retision A dated 4) Large Missile Impact Test perFBC, TAS 201-94 --Mikke Rigid PVC Exterior Extrusions for Windows and Doors-. dated 08,4 1, 15. 0 Cn E 2 docunientadon submitted has been reviewed and accepted bv Nfiamt-Dade Couniv RER -Product Control Section to OV051T signed and scaled by A. Lym Miller- RE. 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 expiring on 0913a,'19. Cn 0_ 1 Notice of Acceptance No. 16-4920.08 issued to Vision Extrusion Limited for their "VE U) CX. be wed m1fim Dade Cowty and other areas where alkwed by The Authanty Hm-ing Juris&uon (AHT). 6) Forced Enuy Test. pet- FBC_ TAS 202-94 r- CU %10- _6__0 -Dade County Product Control Section -up drawings a�d installation diagram of vinyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (.Non -White) Rigid PVC Exterior Extmsions for CD < Tkis NOA shallnotbe valid afterthe expiration date stawdbelo�v.The Miami B. TESTS along with madied (In Nliami.Dade County) an&orthe AIU (in areas odier thanNftamiDade Czuwy) reserve the right to have this I - Test report on 1) Uniftm Static Air Presstue Test, per FBC, TAS 202-94 by Fenestration Testing Lab- Inc., Test Report No- FTL W49. dated 11,06115, signed and Windows and Doors-, dated 12t8el 6, expiring on 12.129.2 L product or materig tested for qiWity awmrance putposes. If flits product or material fails to perform in die a ccepted 2) Large Missile Impact Test per FBC._ TAS 201-94 sealed by Idalmis Ortega, P, E, (17est report revised on 1'-?.,'04?1'5 and 02/112,16) 3. Notice of Acceptance No. 15-45528.15 issued to Vision Extrusion Limited for their manner, the maw&tcturer will incur the expense of such testing and the AWmay immediatelyrev ake- mo dify, o r 3) Cyclic Wind Pressm Loading per FBC_ TAS 203-94 6- Test report on 1) Aif Infiltration Test, per FBC, TAS 202-94 "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product oc material within their jurisdiction- RER reserves the right to revoke this along with m2dwd-up drawings and installation diagram of %inyl sliding g Windows and Doors" dated 08A 3tl 5, expiring on 0930/19. acceptance. if it is determined byNhamrDade CountyProduct Control Section that this pmductornuterial fails to Jass door, prepared Z) Uniform Static Air Pmsiue litst- per FBC. TAS 202-94 1 meet the requinments of the applicable budding code- by Fenestration Testing Lab, Ince.- Test Report No. FTL 9717, dated 12,I)T15, signed and 3) WaterReswaace Test. per FBC, TAS 202-94. 4- Notice of Acceptance No- 1647121.02 issued to ENERGI Fenestration Solutions USA, This product is approved as describedhesein andhas been designed to c omply with the Florida Building Code- scaled by Idalmis; Ortega, P. E - (Test report revised on 02,115 16 and 62 24.4 6) 4) Lzp Missile Impact Test per FBC, TAS 201-94 Inc. for their "TXNN 3040 and Lighter Shades (LN-on-Whitv) Rigid FVC Exterior includin. 21. Tf st report on 1) Ai Infiltr ation Test � per FBC TAS 20-1-94 Extrusions for Windows and Doers- dated 09il 5116, expiring on 0104t2l. g the High Velocity Hurricane ZDME� 5) Cyclic W� ind Press= Loadingper FBC_ TAS 203-94 DESCIUMON: Series *1557a! 770" Vlwi Shding Gla ss Door (Reinforced) w1wo 900 & 135' cornw;-L-M.I. 2) Uniform Static Ak Press= Test, per FBC, TAS 202-94 along vvithmadced-up drawings and instaMion diagram of vinyl sliding glass door, prepared 5- Notice of Acceptance No- 1"712.04 issued to ENERGI Fenestration Solutions USA, .AYFR0V.ALD0CL1k1EN'T-. DrawingNo.'_MD-5570.0 RerB, titled "Vni)4 Sliding GlasaDoorNOA (Ln"_ &hees 3) Water Resistance Test, per FBC., TAS 202-94- by Fenestration Testing Lab. Inc., Test Rqmn No� FTL 8552, dated 12,104115. signed and Inc. for ther "Bronze and Lighter Shades of Cap C oated Rigid PVC Exterior I through 21 of 2 1- preparedby mauffacturer, deed 10.105A 5 and last reiised on 01,10 1 �2 1, signed and sealed by 4) Large Missile InV2d Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E_ (rest report revised on 02115!2016) Extrusions for W indows and Doors" dated 09.15 4 6, exTiring on 04/1&20. 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 7, Test report on 1) Uniform Static Air Pressure Test- per FBC, TAS 202-94 6- Notice of Acceptance No. 1"712.03 issued to ENERGI Fenestration Solutions USA, A. Lynn Miller, P.E.. bearing the Miami -Dade CouatyProduct ContrDl Revision stamp with the Nofice of -s dated 6) Forced Entry Ttsl, 22) Large Missile- Impact Teg per FBC, TAS 201-9-4 A cceptanc e nunimf and exp irat ton date by the County Pro duc t Control Se c tio n. per FBC. . TAS 202-94 Inc. for ther'Allike Rigid PVC Exterior Extrusions for Windows and Dow NUSSILE'WPACT RAMG: Large and Small1linsile Impact Resistant along with ni3ilmd-up drawings and installation d of vinyl sliding glass door- prepared 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 0911017, e3q*ing on 02,28il 8. by Fenestration Testing Lab, Inc_ Test Report No- FTL 8546, dated I I �Vdll 5- signed and along vnth marked -up &mmgs and instalhtion diagram of .wyl sliding ghss door, prepared 7- Test reports No(s). 10-002-792(.4L), 104)&M.O527. 535753-09. per ASTME-84- Limitations: hru 4L Z 1. See table I (sheet2) and table 2 (sheetg) forapplicable SGD unit sizes- designpresswes. reinfcircementstypes- s�aled by-Idahnis Ortega, P_'E. (Test report rrvised on 01,04,16 and 0' )jllL)016) byFenestration Testing Lab. Inc., Test Rqx)it No. Fn "38 (samples A-1 t -22).dated ASTMD 1929 and ASINID-63 5. issued by EXONIA to Viskm Extmsim for cellubsic glass types, sillriser(see tablesB-1 & B-2.sheets 7-8) and anchor layout sheets requirements in I I thru 16. 3. Test report on 1) Air Infiltration Test � per FB C, TAS 202-94 11/1910, signed and scaled by Jorge A- Causo, P. E. fShbwiftr4 underlY, 0-4 Xe. 11- composite material 2. Rigid Mite n7C, Tan (Non-wtite) RigidFVC andBrowncoated (Panned or lammated) white Rigid PVC to be 2) Uhifonn Static Air Pressure Test, per FBC, TAS 2021 -94 0107 014) (Submined rinder 1V0_4.,N7o. 11-0107 04) labeled per referenced NONsrequirements- 3) Water Resistance Test, per FBC, TAS 201�94 8 Test report on 1) Air Infiltration Test. per FBC, TAS 2(2-94 8. Noftce of Acceptance No. 14-0916. 11 issued to Kurmy America., Inc. for their 3. Egress opefablee doors must comphr with min clear width or height per FBC requirement as applicable. 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Seutr%Glas9 (Clear and White) Interlayee, eq)iring on 07.104A 8� 4. Pocket walls under separate approval. to be reweived by Budding official 5) Cyclic Wind Pressum Loadir 6cr per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94- 9. Notice of Acceptance No.16-1117.01 issued to Kurmaykmerica. Inc. for th& LABEI.XiG: Each unit shan bear a pemment label with the manufacturees name or logo. city. state and series aW 6) Forced Entry Test, per FBC, TAS 202-CA 4) Lafg Missile InVact Test per FBC, TAS 201-94 '-Trosifoll 111trackar. Clear and Color PNB Interlay-ers". expiring on 07108149. following statement: 'Mami-Dade County Product Con&dl ApprovvW', noted herein- along with marked -up draw ings and insWlation diagram of vmyt sliding glass door prepared 5) Cyclic Wind Presstue Loadingpef FBC, TAS 203-94 by Fenestration Testing Lab- Inc., Test Report No- FTL 85.47, dated 12,10+15- W FEENEWAL of this NOA shall be considered after a reneusl application has been filed and there has beentio . signed and 6) Forced Entry Test. pier FBC_ TAS -N2-94 F. STATE-NIENTS change in the applicable building codenegatively affectingthe performance of this product- sealed by Idalinis Ortega, P. E. (rest report mised on 02,11516) along with marked -up dr2wmgs and installation diagram of vmyl sliding ghm door, prepared L Statement Letter of conformance with FBC-51h Edition (27014) and FBC-6*Edition 4. Tml report on I ) Air Infiltrat ion Tes 1. per FB C TAS _1 02 -194 by Fenestration Testing Lab, Inc_ Test Report No- FTL 6337 fsan4Aes A- I thru A-5)_ dated V-01 77� issued by manufacturff- TERAM-ATION ofthis NOA will occur after theexpiration date or if them hasbeen a revision of change in the , dated 0&'14,117, signed& sealed by Lynn Miller. P.E. matenals, use, an&or manufacture ofthe product orprocew . Misuse ofthis NQA as an endorsement of any product.. 2) Uniform Static Air Pressure Test, per FBC_ TAS 11D&10, signed and sealed by Jorge A- Causo. P. E. (SubmiVed under.-N-0.4 Xe. 11- 2- Statement letter ofno fin;mdal interest, dated CW1 gil 7- issued by inanufwuuer_ signed forsales, advertisingor any otherpurposessball automakcallyterminate this NOA.Tailureto complywithany 3) Water Resistance Test, per FBC, TAS 202-94 010 7 OR) & sealed by Lynn Milkr_ P.E. section dtb�is NOA shall be cause fortermination and remm�l ofNOA. 4) LxV Mssile ImW Test per IFBC, IAS 201--94 3. Letter of lab compL-mce, part of the above test reports. AD VERTISEINIENT.- The NOArtumbei preceded by the words Mami-Da de County. Florida, and followed by th e 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 4� RER_ Test Proposal No. 17-0387� dated OS05117, signed by Ishaq Ckanda. P.E. 6) Forced Entry Test, per FBC, TAS 202-9 4, C. CALCULATIONS 91111 expiration date may bedisplayedin advertisirighterature. If anyportionof the NOAis displayed- then it shall be L AuchorvaifKationcakulations and stmetumlanalysis, complying wffhFBC-2014, n done in its entiretv- along with maiked-up drawings and installatm diagram of vinyl sliding glass door. prepared prepared by PGT dated 11091 5and last revised an 02/15/16- signed and sealed by G. OTHER LKSPE C-1710-N: A c o py o f this entire N OAshall b e pro -6ded to the user by 1he nLmwftctuwr or its distribators and by Fenestration Testing Lab. Inc.- Test Repw No. FTL V548. dated 11'04/15- 1. Notice of Acceptance No. 1-5-1210�01. issued to PGT Industries, for their Series signed and Anihony L Miller, P.E. (Subittiffed under.,Y0A Xe. 15-1210. 01). shall be available &r inspection at thejob site at 1he Teqaest of the Building Official. sealed by Idalnis Ortega. P. E. (rest npmt mrised on 0 1,104.16 and 02/1111 6)� 2. Glazing complies with ASTME-1300-09- -5570,1770" VinylShiling Glass Door (Reinforced) - LXX-, oq*ing on 04/14,21. Z This NOA revises & renews'NOA 920-0429.05 and consists of this page I and evidence pages E- 1. E-2. E-3. E,4. C= L 17 M E-5 & E-6 as well as approval document mentioned above- C%1 Isha q L Chazda, P.E. 171laq 1. Clianda. P.E. -1< Ishaq L Chanda, PX� "Me uAnnitted doc n1ationwas revie%red by Ishaq I Clia ada, PE. Product Control 17mit SuperTiaor Product Control rait Supervisor Product Contral Unit Supervisor NOA No, 21-0205.03 NOA NO. 2 1 -0 1. 0-4.03 4 CD NNOA NO. 21-OZ05.0 NOA'.Ko. 1-1-420-5.03 .1 3: CA Expir2tionDatet April 14,2026 ExpirationDaft: ApriII4,10!6 ExpirationDater April 14.2026 Expiration Date. Aprill.4,20226 Approval Data,:Xlarck 202 .1 Approral Nte-.1farch 25. 16! 1 Approval Date: 11arch 251 2021 Approra I Date- Alarch 2021 Paz* 1 -1 E E -3 FGT Industries, Inc. CGI Wmdows and Doors, Inc. PGT Indmtries, Inc. N OTIC E OF A C C E PTATNC E: E VID ENC E W, B Xff r TED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCIPT.kNCT: EVIDENCE SUBM[TTED 2. Evidence Submitted under previous submittal E. 3LATERLAL CERTIFICATION-NS (continue) 3. New Evidence Submitted 5. Quanm Part SugLy Suacer Standard cotuplying with AS`1M C518 Tbuermal Conductivity A. DRAWWGS 0- 8 9 1 BTU -in/ hr. -f t �-T, A STM F 124 9 UIVIR-P m. A STM D 3 9 8 5 Oxy-gen4ass, A ST ML E A. DRA'%IT, iGS 1. Drawing No. TtID-555776.0 Rev B. titled -Vinyl Sliding Glass Door NOA W'. sheets 2190 I.G_ Durability -No Fog -Pass. (SubmNe4 underpretiorts.XOAA-o. IM409.05) 1. Drawing No. AID-5570.0 Rev B, titled "Vinyl Sliding Glus Door NOA (LM)7, sheets I I ftough 21 of 2 L prepared by manufacturer- dated 10,,05,115 and last renised on 04Y21f2)0, signed and sealed by A- Lynn Miller, RE 6. Quanex Part Durase complying with ASTM C518 Thmnal Conductiirity 2.22 BTU-iw through 21 of 2 1- prepared by manufactuiff. dated 10,05,115 and Lw revised on 02,91 �'2 L hr_-fF_0F, ASTM F 1249 AYM-Pass. ASIM D 1434 Argon Pemr2nce-Pass, ASIM E signed and scaled by A. Lynn Miller, P.E. B. TESTS 2189 I.G. Durability -No Fog, AS'IM-E 546 Dew Point Development -2W in 48 hrs- Note This revision consists replacement of same e=ing installation screw with flat head- 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (SWboi ifted u n der X0_4 A'& 15-0409. 0 5). B. TESTS 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 7- Vision Extmsions_ Ltd- Parts conply�ing with PVC-AAJv1A 303-13, Voluntary Specification 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid Polymyl Cldonde (PVC) E)denor Proffies for Vision Extimons, &d.-VEX-1 by 1. None. 4) Larp Missile In4ract Test per FBC, TAS 2301-94 kkMA Fenestration Extenor Profile Certification Pmgram. (Submided jinder.'VO.4 Yo 15- C. CALCUILAITOINS 5) Cychc Wind Pmsure Loading per FBC, TAS 203-94 040A 05) L xlone� E along with ma&ed-up drawings and installation diagram of all PGT Industnes. Inc 8- Vision Extiusions- Ltd- Parts cotoplying with PVCAAK4L 303-13. representative units listed below and tested to qualify Dowsa 791 and Dowsil 983 silicones. (Submifted underX0_4JNo. 15-0469.05) =3 CD prepared by Fenestration Testing Laboratory, Inc_ Test Reports No-: 9- FVC-AAMA 303-13, Voluntary Specification for Rigid Pol�vinyl Chloride (PVC) Exterior D. QUALITY ASSU f LkNCE FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09,,'03?'14 Profiles for Vision Extrusions. Ltd.-VEX-1 by AAMA Fenestration Exterim Profile 1. Miami -Dade Department of Regulatory and Economic Resouvees (RER)- FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (wiit 7 in proposal) Fn-20- Certificat ion Program- U) 2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Emergi Fenestration Solution, USA- Inc. for E. XIATERLAL CERTMCATIGNS M 2107.3, PGT PW7620.4, Alun-jinuin Fixed Window (unit 9 in proposal) and IFTL-20-2107.4- their ---ran 3040 & light shade (non -white) I%!&* Rigid PVC Exterior Extrusions for L Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their > PGT PW`7620A Aluminum, Fixed Window (unit 10 in proposal) dated 071 13f20_ all signed Windows and Doors". cqiring on 0204.22 1. "Trosifolt 1.1trackear, Clear, and Color P`N7B Glass lnterlayers�', expiring on 07,1080.4- 0 and scaled by Idahnis Ortega. P.E. 11 Notice of Acceptance No- 1"122.02 ismed to Energi Fenestration Solution, USA_ Inc. for 2. Notice of Acceptance No. 17-080&02 issued to KuraravAmerka, Inc. for their Ug on 0_ their se mis -Allifte Rigid PVC Exterior Extrusions for Windows and Doors"- expnii "'SentryGlavI, (Clear and Mike) Glass Interlavers"_ expaing on 07/04,23- > C. CALCULATIONS G2,,2K3_ 3'. Notice -'of Acceptance No. 19-1106.10 issued to Vision Extrusions Linuted for thew "Brown 1 Anchor veffication calculatiou and structural analysis- compNing ith FB W w C 7 1-)- Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solutiov, USA, Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows 0 Edition (2020)t dated 04,Q22/20, prepared by manufacturer- signed and sealed by their -Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors-- expiring on 09130?24. Anthony Lynn Miller- P.E. Wlmdows and Doors-, expiring on 04,1625. 4- Notice ofAcceptance No- 19-1106.11 issued to V ision Extrusions Limited for their series 2- Glazing compheswith ASTM E 1300-04, -09. -12 and -16. "VE 1000 Tan 202 and lighter shades Oion�111&#) Rigid Cellular PVC Exterior F� STATEA11'INTS Extrusions for Windows and Doors7_ exjiiing on 12129,2 1. D. QUALIT17 ASSTEMWUNCE 2 Miami -Dade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 76 Edition (2.010). dated 04-1120- issued by manufacturer signed and sealed by Anthony, Lynn Miller P _E - F. STATEINIENTS E. 3LXTERLAL CERTMCATIONS 2. Statement letter of no financial interest and of independent, issued by manufacturer. dated I- Stateawnt lettef of conformance to IFBC 711 Edidon (2020), dated 02,01,21. issued by CD I Notice of Acceptance No. 1"305.02 issued to Kuraray America, Inc. for their 04118)2 0, signed and sealed by Anthony Lynn Miller, P E_ manufacturff, signed and sealed by Anthony LynnMiller, P-E. Cl) "TrosdoW Ultrack-ar, Clear, and Color PVB Glass . Interlayers7'_ expiring on 3. Private Labeling Agreement document between PGT_ dated 033M5 and signed by all 2- Private Labeling Agreement dated 03,09,21 between PGT Industries. Inc. and CGI CU 07/0&24- involved parties. Windows and Doors Inc., signed by Dean M. Ruark, P E., VY. Engineering. on behalf of 2. Notice of Acceptance No- 17-090:8.02 issued to Kuraray America, Inc. for their bothcompanies- "Sent[TGlast (Clear and Ubte) Glass lnterhyers7. eq)iring on 07,,04)23. G. OTHEWS 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limaed for their 1. This NOA. revises NOA# 17-042 OM (PVT w.'CGI) and updates to FBC2020 (7`h Edition), G. OTHERS "Brown Coated (Painted or Laminated) Nk7hite Rigid PVC Exterior Extrusions expiring 0412 121 1- Ibis NOA revises & renews NO.Aft 20-0429.05 (PLA w/CGI), expifing 04fl+'26. for AVmdows and Doors�'. expiring on 0930�24. 2- RER Test proposals #19-1155 dated 01 110120 approved by IshaqI. Chanda- P�E. expiritig The cuHmt associated PI.A CGI file #21-020-55.01, expiring OV14�26. 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their 0414,21. CU series "VE IM Tan 202 and 111ghter shades Rigid Cellular PVC Uj Exterior Extrusions forWindows and Doors", oq*ing on 12/291121- Ishaq L Chanda, PX. Ishaq 1. Chanda. P1. hhaq 1. Clianda, PJE. Product Control Unit Supertisor Product Control Usk Supervisor Product Control Unit Supervisor IN-0A, No. 21_028S.03 NIO..k 7 -0. 21-0105.03 < NOAN9. 21-020.9.03 Expiration Date: April 14,!0!6 Expiration Date- April 14,1026 _j Expiration Date: April 14,2026 App roral Da te - Alarch 26,2021 Appror&ID2ote. March 2F.!#21 -Approval Date-. Xfartk NZ, 1021 E -5 E4 SHEET NO. March 6, 2023 PA 1.4 MIAMaDIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details', sheet I of prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1 prepared by Craig Parrino P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " SCOPE: "Cast -Crete 4", 6"& 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets I through 3 of3, last revision dated 06112114, all This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 o 3, prepared b Craig Parrino, P. dated March 24, 2003, last prepared, signed and sealed b Craig Parrino, P, E., on 08119114. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. g f p P y g p p y S revision dated March I1, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS (AHJ) B. TESTS March 22, 2012. 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared B. TESTS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. C. CALCULATIONS this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Haman, P.E. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, A.E., signed and sealed by Craig Parrino, P.E. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05/29/03, 207 pages, prepared by Craig D. QUALITY ASSURANCE QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane f p g p p y g E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P. E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING- Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, tided "Cast -Crete 4"6" & 12" Lintel Safe B. TESTS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade , e Load Tables", sheets I through 3 o re b 1. None. County logo. f f 3, prepared g p p y 1. None. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. 1NoneC. CALCULATIONS . . change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. P g C. CALCULATIONS D. QUALITY ASSURANCE materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. Nome. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance ice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. ' A J�/ y�(� ,✓� The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Maker, P.E., M.S. elmy A. Maker, P.E., M.S. Pr uct Control Section Supervisor Prociuct Control Section Supervisor Product Control Section Supervisor �l NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 M 10 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 / Pagel E-I E-2 E-3 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. CAlelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Cl Helmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/1112023 Approval Date: 08/20/2020 E-5 i � _ CU O U CU C) R � o .� 0 C CU -v a to CD 0-0C c 0 CD O E O .- Cn � O O_ !� a 0 Cn >� z z W J e� ,o ON N a � CoW i a� o ��a �o _H UP Q N O N a °D as -,Mc am CQ a t a> � 3 m w u .ta a ma E 0 c.i 0 Cn L^` W 27= -E-r i Cn Ca 0 Q U 0 CL (ll Cn CU ICU Q L w Q Z J Z Q J d March 6, 2023 SHEET NO. PA 1,5 I - — -- I .E , ' I - -- - -- - - , 1, I I 11 i. _fir _T_ �� PRODUCT EVgl4UATION REPORT NU. 34-072N.41 2 MODUCT" EVAI EIATI41'LREPORT N0. 20.YtnM 3 1 E(CG1 IiVC_ TtLIIT TESTING 8 ENGINEERING t'OMIAANY T : 22,TEST PO$E R S 5. MATERIAL CHARACTERISTICS AND $PECIFiCATIONS: - WAi.TF.R A. TTLLIT,.iR.., F.E. 011ie Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on 1e 2t.Dom rL r.e. LA'PMA �. "I.r, per 9 201, 203 as r 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 IT CA U.-NEI Ilift7* as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/18/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-175. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-0720.01 0219.01-09 dated March 4 n 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P,E, PRODUCT SUB -CATEGORY: Storm Panels 2=� �CRUCTURAL ENGINEERING CALCULATIONS: 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: Global Protection Products length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be installed into poured concrete, concrete block, and LLC. 4800 S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by ilteco, Inc., wood frame structures. Davie, Flodda33314 dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P. E. I. PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE,• Product Evaluation Report prepared by Walter A. TIM, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Till It, 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. 81G20.3, Method 1 D of the Florida Department of Business and WIND LOADS RESISTANCE: \ApnmHllnM ,A• TfQS. Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind ��\g` y ......... ✓ . y�P JOENSF''•.� a This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, _ Z "�. 44167 •' 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, ( ) g .-�-._ _ — r#'. ,* 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, 11, 14, 15, 17, ~• ;T - STATE OF ' at least equivalent to that required by the Code. 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), _ - _ fg c` drawing No. 20.178. a-.--� ,r s ,r••.,_CORiR 1..: �fay"" This Product Evaluation Report shall be subject to review and revision in ease of S. INSTALLATION: A� , a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED- 2.1. PRODUCT EVALUATLON DOCUMEN7.(P•E.D,i; sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as [):IT LTECO ADMON RECORDS L P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANEL\DRWO# 20476 l REPORT/ 20-072a.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 1 thru 26 of 26 prepared by Tiheco, 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 %his Evaluation Report, .,,.%It�GR A r��bn,, ,,„111111ItN1/ryW a��MM,, A A. T!(�/7"ry Si" �10Eilq • I �I —, - ��pENSF y r-�.r� -- *; No• 44ifi7 —T --- _ 6.-44167 * ' * _ 41 - . - i :,...• Z, / STATE OF ct 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - �9TISlr ., S ••.,..:•• ''r�y,SirQNA� Ir' +11, "`-S�1 IEN,,r``` GINERAL NOaiH: 83) W CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STVGCO OR WUW BOARDS BE FOUNU ON T4L EXISTING WALL, ANCHORS SHALL BE LONG 04000N TO REACH THE MAIN S7RUCTLRE- BENuRO SUCH PANELS. , STORM PANEL. SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PE.0) WAS BEEN VERIFIED FOR COMPLIANCE N ANCHORAGE SHALL BE AS MENTIONED N 9.1) AMC IN 62), ACCORDANCE WITH FEE 2020 (7H, EOt1ON) OF THE FLORIDA BUILDING CODE. (C) TO 01SfNG Ifl)VI LMIN,.Aff.QnC_A&X!0'._._n f), .MN- DESIGN WINO - 1/4-r TAPCON ANCHORS. AS MANUFACTURED BY 17 W BURDEX. INC SHALL DETERMINED PER SECRE 16200E THE SPEED EC UI THE N THESE SHUTTERS Witt AND BY TFU SHUTTERS ALLE, _ 114-10 PANELYATE FEMALE WAND PANELUAlt PLUS ANCHORS AS MANUFACTURE- W Urt) CONSTRUCTION PRODUCTS FOR A WIND SPEED AS 9F BE FOR A GRFCTk]tUi N07 EXCEED off MAIINUII (A �.D) - I/16 i SCREWS N.D.S. FACTOR Kd USING AS E 7- 6 AND D T /SCE 7-ib MAXIMUM W-AnD 12O 4. I D RATINGS DCSMIH PRESSURE RATINGS IN(E:AIFp O7 $INSETS 7 iHRU 12. lA, t5. ib, ,9 6 20. - 7/16Y , 5/8' WOOD BD$Naac. AS DISTRIBUTED BY All POINT SCREW, BOLT k SPET.W.fY CO. T1 SHEETS IN ORDER EO VERIFY THE ABOVE CONDITION, ULDMAIE DESIGN OW LOADS OETERMINCO PER ASCE 7-18 Cl) M1Nt1NXY THREADED PENEIRATOM1 INTO WOOF OF fA/•CON ANCHORS SHALL BE 1 i/2" ANC 7' FOR FI.CO PAI/ELWTE PLUS SHAL BE FIRST REDUCED 10 A.S.O. DESIGN WHO LOADS BY MULTIPLYING THEM BY 06 N ORDER TIC UM THREA AND PEACE W. COMPARE THESE W/ MAX (ALSO) DES" PRESSURE. RATINGS NDICATEC ON SHEETS 7 THRU 17. IA, 15, 16. 19 A 20 C 2) MINIMUM POMADED PENCTRATWIN Or LAG SCREW, NTC THE WOOD FRAYS UNr S},X_L 9E - 1/2- N0 THREADED PENETRATION INTO STUCCO SMAL BE CONSIDERED AS PART OF THE PEWAAfil THREADED PENETRATION L THAT ANCHORS USED S ESSORDF TO WIND IN i4EIR A$ TESTED WERE M OVER $TRESSED, A SST[ N D[tE IN ED IN STRESS FOR MWG LOAM WAS BQL USFO N TIAEII ANAIYSS. FAS+ENERS SPKNO TO WOOD HIS BEEN DETERAaNED N ACCORDANCE WITH N.D.S. 2018. C 3) MINIMUM EDGE DISTANCE Of LAG SCREWS. 1810 WWO SHALL BE AS iNDCATM IN THIS ORAWINC C`T FOR IMPACT AND WIND RESISTANCE NAS BEEN VERBIEC ACCORDANCE WITH SECTION 1626 STERN PVE THE ABOVE ME ZONED I A C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 1/a• 1/4' 0-20 SCREWS USED SHA; A 1 1/2- LONG MINIMUM MENTIONED C A5 PER HURRICANE ENGINEERING a TESTING INC 96-589. a 96-ilp MAO S-70A,5 N SHW O STVC10 E%KT. AND 1' MINIMUM FOR WALLS WR11 NO STUCCO FENESTRATION TESTING U18 W. REPORTS f2032 a f7126 AS PROTOCOIs TAS-201, TAS-)0T AND TAS-203 1 03 .. D TAS AS WELL AMENDAR,CAPI TEST LAB OF 4Al1M1r FLORIDA REPORT /02 t9.01 -G9, AS PER lA5 i0i. T/$ 207 AND TAS 703 STANDARDS r5) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR .000 BOARDS BE FOUND ON ME EX1 INL WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH T-E MAW STRI,rTVRE BENJHU SUCH PANELS NUMO TP 2 ALL 4U111N(M EXi:R/5ON5 `O % 60G3-ib ALLOY AND TEMPER. (UNLESS OtNERMSIC NOTED) SEE SHEET 2. ANCHORAGE SHALL % AS MENTIONED IN C i). C 2) IS C 4) 1 ALL ALUMINUM SHEET META USED AT CLOSURES SHALL HAVE 3105-H,4 ALLQ+. (D) ANCHORS SWA1_ A INSTALIFD FOLLOWING ALL OF THE RECOMMFNDATKINS •DAD SPECOICATIXAS OF THE ANCHOR'S MAWrACNRER A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUGTURAL QUALITY STEEL ASTM A-653 GRADE 50 NJKMUMX., G-60 GALVANIZED STEEL CESNGNAOON VIM- 58.5 I., (AFTER ROLLED) 6 PANELS MAY ALSO BE NSrALEp NOPoIO/fMtf FOLLOWING INSTALLATION DETAILS SHOWN ON $CCrON J TNRd,GH 10 SHEETS 4 THROUGH 6) ENCEPT `HAT HEADERS (`Z1 At a) SHALL NOT BE USED 5 ALL SCREWS TO BE STAINLESS 5 M 304 OR Jt6 AISI ARKS OR CORROSION RESISTANT COATED CARBON STEEL AS PER R A SFHALI. � INK RESPONSHBIIAY OF i,IF MMIPAC TOR 10 VEPIFY „IE SU'JNONRS OF :HE SIFKCTIfRE WHERE SHUNTER K TO IE 50 I YIELD STRENGTH AND 90 YH TENSILE $iRENOf4 A 5tW1 COMPLY W/ F1.01iNA BUILDING CODC SE IO 2 11 ATTACHED TO MSURF PROPER ANCHORAGE THIS SHUTTER SHAL ONLY BE ATTACHED` To IONCAETE. OLCICK OR WOOD FRAME SECTION 9„ .4. SEE T 3 S tA/ADWGS 6 BOLTS TO BE. ASTM A-307 CALV'MRIED STEEL. OR AS: 304 PRIES 57AWLESS STEEL, WITH 36 :m MINIMUM Y/EIP STRENGTH 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER B'-8 THROUGH 12'-4'. WS PER SECTIONS 5, S. 9 A 10 ANC ALTERNATIVES BW. 9W a IOW ON SLEETS 3, 6 It 12 RESPECTIVELY. SHIN-1^o N HAVE A LEGIBLE AND READILY VISIBLE "ARRINSFRING UCTOWNER OR ' ANCHORS TO WALL MAUL BE AS NLLCAVS TENANT, TO SECURE FANELS WITH APPLICABLE RERIWORCEWEIIT DURING FORMS 01 HURRICANE WARNIRO (A) TQ„ 11 TIE NSTACLATWN CONTRACTION IS ,O SEAL/CAULK ALI SH'UTTCR COMPONENT EDGES WHICH REMAIN IN CCNTNUOUS CONTACT WITH +uuym.POU6E9,_1:O.Kiwf, - 4'r T I r r / AFCON ANCHORS AS MANUFACTURED w BY c 3192 THE BOLDING TO PREVENT MIND/RAN INTRUSION DEVIL T INC(Art. - 1/4` 4 . 7/8" CAj-X^N AaCHpRS. AS MµVFACYVREG BY DEWALi (MIN f c.3(WU RA.I.) A 0 P, - I/A•. 3/4` WOO -SET ANCHORS. AS DISTAIBUTE) BY AL POINT SCREW, BOLT a SPECIALTY CO 12 STORM PANEL INSTALLATION SWY.L COMPLY MM SPECS 0401CA ED IN THIS DRAWING PLUS ANY 8U1LL'1Nr µO 3ONNG REGVUMNS (WY, 1 1000 P.W.i) "ROw1OD By THE JURISDICTION WHERE PERMIT IS APPLIED 71.) - fi4-10 PALELAAR FEMAII W W PANELMATE P109 ANCHORS, AS MANUFACTURED Ely ELCO CONSTRLICNLN PRODUCTS IT (a) RAS PPODUCT EVALUATION DOCUMENT (PE D.) PREPARED bPROVIDE , THIS ENGINEER IS GENERIC AMCAAD DOES NOT PRDE INFORMATION (MIA 'c-335O p,,.) FOR A SITE SPECIFIC PROJECT. Ir WHERE nlC SAE CONDITIONS DEVIATE FROM THE PLC) - 1/4'0 -F TAP -OW ANCHORS, AS WNUFACIURED BY 'RV-rAST CORPORATION ('-MC0 9.%,, ) A,) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BC ' 3/4-: 2' ION PAVE7WTE FEWLE 16) CONTRACTOR TO BE RESPONSIBLE FOR THE SUEC PON. PURCHASE AND NSiALLA"Otl INCLUDING LIFE SAFETY OF THIS PRODUCT HE/SHE BON THIS PEO PROVIDED OOLS NOT OEYA7T FROM THE CONDITIONS DETAILED ON THIS DOCUMENT TD AND PANFWLLTE PLUS W 1 1/+- FOR Cf TAP -GRIP ANCHORS AffH CONSTRUCTION SAFETY AT WE IS THE CONTRACTOR'S RESPONSIBO RY' A2) r.AUS-N ! SOW -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRETE NO EMBEOMENI INTO W Ti PRODUCT EVALATION UOCUt" WILL BE CONSIDERED INVALID E MODIFIED STUCCO SHALL BE PERMTTED 1/4• 0-20 SCREWS USED SHALL BE 1 '/2- LONG MINIMUM SHOULD STUCCO E%IS. NO 1• MINIMUM FOR WAILS WRH NO STUCCO. AND MAY OF HEADED SCRERS OR ALL TxREADEO SCREWS W/O 14EAD. (d) STYE SPMFtC PROJECTS SHALL BE PPEPARM BY A FLORIDA REGISTERED ENGINEER ON ARCHITECY MACH WILL BECOME THE BUT WTl MNG NUTS ENGINEER Or RECORD (EGA) FOR THE IROJECt AND WHO WU BE RESPONSBtE FOR THE PROPER USE 0; THE ICED ENGINEER OF RECORD, KING AS A UELFGATED t.Ne W_M TO Fit A 31 IN CASE THAT PRECAST STONL PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON YHf P10 ENCMNEER, SNAIL SUBYn TO T45 LATTER THE STE SPECIFIC DRAWNCS FOR REVIEW. EXISrK WALL OA 10OR, ANCHORS SHALL BE LONG ENOUGH TO PEACH THE MAIN STRUCTURE BEHIND SUCH PANELS AFCI~A SHALL BE A5 M041IONED N A1) AND N A.2) (4) THIS PEb. SHALL BEM 'ME DATE AND OERGNNAL SEX AND SKXAI1lRE OF NNE PROFESSIONAL ENGINM CC AECCRD THAT PREPARED IT (8) 1O L.1$TtNG CnNN'RF I,,�f`Lva wluy.-451M&79.0 SHUTTER MANUFACTURERS LABEL SHALL' BE LOCATED ON A READILY VISIBLE LOCATION AT staRu 1 /4• r 7A/rCUN MICIORS A5 AANUFACTURED Ent I w BUIIDEX, INC ' PANEL SHUTTER IN ACCORDANCE WITH SECTION 17p9.9 3 O FJOROA BUILDING CODE. ONE LABEL 1/1' . , 7/8• CALK-N AWIHORS, AS MANUFACTURED Of DEWALT INC (HRH. I- -1500 p.s: ) SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WrIH SECTION 1709R 2 Of T4E . ,/AY X 3/4- SOLID -SET ANCHORS. AS 017RSJTED BY ALL POINT SCREW, WH.T R SPECALTY CO FLORIDA aUILOM Cork (MN H - M P.°;.) THIS OAAWIAC SVIALL ONLY BE USED TO - ft--,,, PMELAAIE FEMAII 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED In ELCO CONSIRUL`nCN 111/1 09 iN PERMITS N A PRODUCTS (MN. P'c=20T1 p f.I) \\HA1 IIIIAAH. THE STATE OF FLOROA - I/4' . CF TAP -GRIP ANCIR;RS. A5 MANUFACTURED ITT i{U-FA5/ CORPORATION '01,-, Ft A• llte NIX l FLORIDA BUILDING CODE (High Velocity Hurricane Zone) B I) MINIMUM EMBEDMENT O 7APC0N ANCHORS, fLCO oµELMAtES AIAO Cf DAP -GRIP MICRON. iN'0 THE C V ,.-'' CrOF BLOCK OHM SHALL K 1 I/4• Jf : L XQo,,I 1ATEc0. IN, AA S • No. -. = 20 GAGE GALVANIZED STEEL STORM PANEL TIU, « B.2) CALK-N a SOLID -SET ANCHORS SHA1 BE EMBEDDED 7/8' INTO THE CileCP.ETE BLOCK UNP' NO a I--------- INTO STUCCO StIFLL2 BE PERMITTED '14' 0-20 SCREWS USED SMALL BE I 1/2' LONG MINIMUM Sl,0�C0^' _s--. 'S w CT a, U,, = -� ',i GLOBAL PROTECTION PRODUCTS. LLC. :/ EXIST, AND I' MAXIMUM FOR WALLS WAN NO stucco. 4: aW: S9; STA -- IL srosW 5 rem 1111,A M//I_____ 1,'041 ,• A �1 i' nAIT y ELF �EMM CoUI-V �\MC n r waNr 20-176 -OR OP�- I'Ac a ~m-•..I� ,- N mAHs ,y FK roN9e9 e,N MW,AIIO- E i`U` NAL/ MA A\ WKRR A R .. PE BQT , K 76 W 7 INSTALLATION DETAILS FOR REGULAR PANELS Q) & IA INTO EXISTING POURED 1ONCREII AMYio1K CONCRETE OR CONCRETE BLOCK STRUCTURES COM1OHCTE IMOSCHEDULENO'S V (SEC OR SHEETS 6 THROUGH e) COMM" ANCHORS _j SHEETS 0 FAROUGHH -- _ . E.D: CONCQTE ANOaIB - It (SEE ScHuxtt oil _ Seim a newwo I a) I : 11 \ OT EXITING POURED I CONCRETE RETG/RED (m x„m(� 0. (�') 9RETS, a ,HROUON e) � _ _ EXISTING POURED COMCPrTE REWIRED. 1 {� aa. / u ears 16' C .L ;,.; _Y..:::,'. -�.\� E� _ - --�,' Yin. - , 4•.- 11* J I/4• N #,> l.R T E` - a,&r11�rF ....._�j, EXISTING POMFP E 0 - 1 [01KWET[ t 1 1 _ EXNSnNc POURtji ^ E D ^ 2 KOUMIED ; EO I i 0 [ I I CONCRETE RE y�i4 1 I �,1 y'j , I a�-1 1 7 I E I 1 I�j�J I I 9 +RN -t!1I �.R W ; !��) --(1 I * 1 ; LRO NUt a i..<. pyp MR EYOW SAID e I 12 I/Y ac I 1��o.CW 1 A -1 roll w¢VKMTWN I -" M .- I '� TO O°6 I I I EO TrH�Ae j M Will, a I a1 SPIC aR I I�># '+. s,„wlvnr", '_� , liuUU -� 1 I 1, 1o. a°A MTIIIp ; {�� NYI rONWNTnM (1 1 I a GNa ; I I I L H I I ) ,1i y I 1 R 1 I I O 1 I I ; I i . I 1 I i i 1 1 , 1 1 I 0 ,: ;(-' I '� 1 FXESTNG POURED FCONCRETE D i A.ran • ! I I I i i ; i I I-_ Il ( 3 I I Erb oC' i+ 1 1 i6F \'_,I, -'..'` o„A 11 I -PT1w i EXISTING POURED I, 1 I 1 f/t YF1 i . .\ " 1 H 1 NOIY t4O e I .• I 1 �'r3/ ; T2Wo NX i r Fl05TMG POURED E O I 11YRt iRllO e 12 ,/2' 0.L *4� A g a r BLOCK Sao • I i CONCRETE OR I I CONCRETE OR 1 CONCRETE BLOCK REQUCONCIRED REWIRED 1.12 In' ac. r4 .2' I CONCRETE BLOCK aEOuaEp t REQUIRED I E -`� L).., - C_=i . H E- 'I939 r%/ I + �, - E%ISTNA6 F'OUIR.OD 4 M .-I' ... 1' CONCRETE ..,3/a'- a RCM �� dare at "SOURED LAK cao•aN) —KUI'6N i CONCRETE ANCHORSu� __ _ 7 fANCl10E AIFQOR6 _rt D caAIvKT[ .NCHIORs (• \ + tNf , ,T/ YA°/"aT° o 6 1 ac WICSTE ANCHORS C Al, SIAGGE,ED W/ S,IIO •-�'J Cox.. ell O M (SEE SCNRDLAL ON (SEE ECHMW o1 SETS a THROIaK R) (SEE SCHEOWE OR � 1yK 3-MM a TNNOUQN 0 K� M (SEE SCHEME OA- � - t- a I at SHEETS 6 T„Routo a) 9+eE,s a THROUGH n WALL MONTI SECTION I sriuE 3✓8-1• CEILING Aim MoutmNa SEALS are-1' �� sL•sLE 3/6- I' SCALE 3/e-r i B E.D. • EDGE DISTANCE I L I I yy (SEE SCHEDULE ON D �I oA IT Ev,WMWN ; 1 T SHEETS a h 9) mom' 16 I H I { I 1 -14 sno a NOTE FOR COMONAIM OF SECTIONS: I 1 12 In• oc !1 NP-K ' 1 ,IA,TNIINIIIW TOP k BOTTOM MOUNTINGS CAN BE ) 1 ,, A,,`Ep A T/ A' A, 4, COMBINED IN ANY WAY TO SUIT ANY RIISTAOLAnON ;. „ Q�..•........,, rJCEN ;✓q ,V- POURED £:T 1 FLORIDA BUILDING CODE Ni h YNoci Hurricane Zone) CONCRETE -3/4'-. ` REDIARED. --- to r. r a 3J. 3 >f ;• * 7 11 * - £ - E _W OJEOC. Mc. 20 GAGE GALVANIZED STEEL STORM PANEL IrM1.NGRIAN, er 91 1$0'' TATE - cLoeAL PROTECTION PRODUCTS. U.C. TTE "/ Iff�Fs•. oRio* : r C O IYc -M S.Y. 51 STREET 9aE �AM / �i. ')''�// NAL t: .r "T ''S." . 2W' Y. fad �,HOM' -01 ^ - ANOML (084�1s H.IA3J1icI (SoOlL -anT 20-176 SCALE 3/8-,' L ,\,r IaIR c._„2, ,r . t2oM ar-Ia, A� eW G-OODtT11 MAWra No: .L SrAli 1UPf./pAR MK1" A 71131' .. P L m ,)CHIN - µ iHEIT 1 W Sy 1 11.. ECQ iiVC_ TILLIT TESTING A ENGINEERING COMPANY - - - - WAUERA. TMLIT, JR-, P.E. tilteoo@wl.com PRODUCT EVALUATION REPORT 'R. P.F LKW A.H4 41L6T tLL.A.L .JIP-03O6'19 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUBCATEGORY: Stone Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 48M S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATIQN: This is a Product Evaluation Report Issued by Walter A, Tlllit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. S1 G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E tZ)_' Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte�,�*+WNtIL+tif'VIS Evaluation Report. aM �E • rJ1(7 '•, / '-1119. 4- y� A s i 0 STATE OF •wr 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1 i .. ...63�Yssai-1531 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE T/2-I' - .. -. - 15.196` (TOTAL WON) -- - - _ __. 15196• (TOTAL WONT) - -- - _ - - _.- - 12.S00` (EFFECTIVE WIDTH) ------_._- 6-,�4 ___- -__ ..-. -- -__ 6.150" - __ - -._ 1 }So• -. , .....1.170`. -.. ^. t.3F1H0' "• .5Q0' - ISM. r f , , 1 --1 330' 0.036' UK TRACK ,- 1.350`- ,,1% _: itW. . QIlAOE 90 lalaM WN iX CK A. 0.036 AIE1111ED ., / IHEM1tE0 - ' 2 6ST -11' 2.aSa' - -1 ; OALVAM2F8 STEEL EDGE ' 1 ..."-' 0-� Wlv EDGE 2 ODD• 2 ,EM„m T'P ASTM Ar653 T 1.000' 2 TYP, •'_ _' \ GRADE 50 WHAM \ DETAIL �_ - •' ,.' ACIA ED DETM. LT ' - EDGE GOCE '� 0-60 GLV t.- -- A. _ 46.8' L�TA0. A ` 16.6' LL .- ------- __. ____ -'.J30` ' t.SI30` I -i - ----6.250`--------..._--- - I.350• 01 STORM PANEL NA END STORM PANEL -2.15T' -_ : I - m• - ___- ...... Lzso / �} 21e7 PANELS END LP j I I too' It 0. 125• - .7511• _ 11411 ,/4'r-20. .125' 1 250' w/ NE)AME7) EDGE '- , 1 _100• W O I-- 1—M-� I.12s` RN,M 30. - I N SS PRACTICE .. O (' , " r "-fJ—�i,7 1 - ro NIG1E • To ANCLF • I ,.,• -_.� /' - �"I"�' '- .2008" 100". N .023• II- lT ,/Y ac. 12 ,/7' ac. - �/ �...r 3.315• .09� 093' I 2000- I.SDD` I 'i.50[1' W9' SEE 1, /j ' LM - 2.T15• -3• I NN / ORAL , 5,1 ! iT25'.I I i t EETAW 1 , ,.. IE/AIIC i I I R O }73' 33 r , 1 , 1 i I 25O 1 1 T3` 1 V I t• i I - 3` Mo. -. ._-1.300' - �`--1.500'1 _ R ISOMETRIC VIEW DETAIL A � __ 2� '� 2,�• _ 30 L. 2 000 ROUNDED CORNER O ENDS OF PANELS END UP W/ HEMMED EDGE. O 'h' HEADER O 'U' ER O © f4�B (N.T S) FIEAIL AN41FE ANGLE WITH STUD titill OGLE WITH REVERSE STU "MD I SCE W. _,.J 1/14 W 2/1♦ 374' f r.3u' 79P TOP fDCf W6' .374' ". -. 750• - I 1n_ _ ;,380' 1 O PA/EL I _t88'� : .t88t-. _- 1 }II 1125` ;_ ✓AV-20. 3w SFRt3 - 375' - ISO- H &!0• 1 SANOIE 1.40 7'1 063'625_ _��.� " 11_ .21 ,~" 9 12 OC I M 390 , , 663- 1 I.343' R.061• 11171' 44 1 500' Q--1 ' � Q1. HOLE MR COBS' 7. 1 015• 750` L ASY�n AT �VERLAP,.95T- '84 \I i • --R.1 5' I Ow. I _ _ I I 1 1 .6�� - _. 2.000' - - --(TYP.) J.00D' O KEY HOLE WASHER - - 063 © 'F' TRACK ANGLE ® ,1/8' 'FDA TRACK ® FLAT PLATED 0.036' (MA) •- 094• r _' - N / _x4 . 81//*`�`�*�"; 1& .I.-P A r T 4/l WITH STUD i��.t\37I -,';':f38'R 873•W I-.' M« ,5 ow GALVANIZED STEELlk"i I- _ -. 44157 '2\IAA�D 2- 3 * : FLORIDA BUILDING CODE (High Ystoel HUYicanle Zone) _ & -�•., STiOP • . �WQ' FIJmp 163Tm: Nc 20 GAGE GALVANIZED STEEL STORM PANEL 1p r "250• 012 - 7 P1ATf. NUT CODE Of PAC. i- •25 -7- -1875` 01_S , " © HOLE �is�o,F, KEY ••._`--- GLOBAL PROTECTION PRODUCTS, LLC. 07/"/"° �i►1 4€1=i' AT PANEL ---2.000. -p�� aTC 1NINILNN I O L ACI �•X7•X1 /4• �'.�J-'-. -� ENe. no S. 6T 9R[ET may T'LL+ v KESNmATKILY. USE "NO MIT W/OUT i ALUMINUM ANGLE MONOUTNO WASHTA W/ AwIc"AL A/ Met -settee W t- wart (Ea)W Fus, rya f9sAJOr-6nJ 20-176 H„- "'I `H W' - " •" • J/Iral/12' 1WL911ER (SO1lilE'«S w M W, Arles WDO�I. I11,11ra MY STEEL 0e MC.O. PUTM STEELE PE 4MPS,ONATUIq/WTE WrLTER A TUN W_ PE Pn _ 1 7 M DIRT I K h INSTALLATION DETAILS FOR REGULAR PANELSCj) E Ab ETD CLOSIM UUM FOR INSWIA710H IN POIIttED CONCREIL INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES BLOCK OR WOOD mCXiLLAA DR PAIELWAIE FEMALE u /-ti-29.a/4:ss ., - YAM FOR RMAARR Uff SAFELY AND E Z NAND STORM PANEL SYSiEM rAIEIAATE PLUS OR Cr w-o (SIDE SCHEDULE ON ri01IUe'f`o'. 7 ' LITE:'scHEDIAL ON SHEET a e 4) SWEDE A "'DIJ6H a) --I%--- I' - 11 I 11. M '. 1 ,/2. W.ar.,,,i , ( 1 Ralwp orfoa r r "".-' 1 _ , PAW( 'E i /4 _ H/Q,. WSW WI >Y FRm rHll,i 1 CONCRETE 11 I E-0 � II 170 r°�.' I < E D 1 I cXIW .-J ♦ 1 �' s.-;•1`: wR. : _,.y..,.: ` I o f I 1 O 1 1 I W� 1 Y .?'; . I of OtrSTWG POURED 1 I it HalHx,.A�' HW Lear rI I SIA CONCRETE OR I 1 ewi WW Ir14 -1 f .rt' �.I I 1 X 1 CONCRETE BLOCK I 1 ( "� ,_ t 1 1 �� REQUIRED. 1 I `t� ;E* Y, _- r - ' t I CASE A (PLANT m4"W' ,r • rWt 'x: : M,I I 1 66 .. - N 404E 3✓16-1" .11.. Pr. MwO1IMRE_ Nm t i I 41/A•.A2an• Ma . R i CASE B (PLAN] I 1 aY[MA a AMA W =- -j j 2 /Yh LCKE 3✓t6.1- EO51Fc-�I ) 1 W0.D19Rr _ 1 I MM M'� ar'Wciw�oW r I I FT '�A d i iFn-w eelI 1 I tl>�>� 1 51 � ---%.Mu(WM r/A i sa MMbAt ' 1 1 /M It,falWMibl _ �,„� 1MCWI((.AA��,r P,. RE GLASSi' ` r. r. Z. w H 6aTw+r s Aeror 1 1 1WW KUI12r I B ,Me•°v,ir'�iiHT ru'�R - 11 i> 0, I 1 nMwYi EXIST" POURED E D 1 1 r", ccDNcftm ORocl i ED � i CASE C (PLAN)C (�S aauoD ; �NG _ - - , SCALE 1/16-,' D (LAN) 1 I CONCRETE BLOCK SCALE 3/16-,• T '. I REDUANE) i /1' ' 90.Ts It, f V • - r a-P' A am �FNOMMI 1 CALV OR FRANC R E .� H ' G ' -�/4 - YKp ,LFW i o'b11 ro r: ""` aw'�e[a I 'm : A "•.urW: a zr /H 0 ANDa aV.• m DWI r pqi CONCRETE AIONORS I• =AOMMA YMwCe,M (RE scREOAE DO - 11. - - .. . (LEE 801FDULL3 ON SHEETS 8 1H1,000, 9, - _ -.. sitETs a A w Jj�)ILD�EOU�T� YyQ?NTI►,M SCALE l/6-1' ,tM1c,LiQV_ _+MN MKL H� RYOIr._. 1 ,. U- .', +��.'s SCALE 3/6-,` arOH.a .mx) .... I, , \ r 'LFP EDGE Of E%Kn1AG ..__ 1, o Xir,AM.o .MAMA W ". DPENMNG A NEW I' WIDE , VARIES , 1/8' E.O. -EDGE O6TNJCE . t 1 NW - ""' m a:o •+C7 THICK ALUM. TUBE OR 1• A (SEE SCHEDULE ON C O CASE F (PLAN) EXISTING STUCCO/ P7 WOOD PLATE SPACER A SHEETS S h 9) SCALE J/1s•1' . WfWJD BANG I (^ •I, I00 NEW ,- BE R I' . , ,S : `� ��R�n��: ALLY. TUBE OR 1' , VARIES I P T ROOD PLATE SPACER i TOP Q BOTTOM MOUNnNGS CAN BE TRACK 1' i COMBINED IN ANY WAY TO SUIT ANY CASE E JPLAN) G , OJrWMTE e110,OR.5 ISE 50r[DAE DN �I I INSTALLATION. smE 3,ii '•' SHEETS a RNOLCH N I -RACK CPM E � " --�- w%>oPA¢4,A,cn,6r Z`:' ...... • . ,t FLOINOA BUILDING CODE 1(1 h Veloe Iftl icone —comm E WIpOn--.- - CONCRETE OR - IrN 1XVpII IWIpA, T E (SR tosnaE 1 112' Lin CONCRETE BLOCK ' ' M R, C A NITTCH now .2m "Llm Ate 01 Taeet • • r) 3 Mae REAURED. 1111OfF ,mA. NO 44167 s 20 DACE GALVANIZED SiEEL STORM PANEL aIA X SECTION X-X 21 # i 1 r _: z� _ �� "ns, SCALE 3/e.1 1 •o: 5 TE OF -_'- - -GLOBAL PROTECTION PRODUCTS, LLC. nl jjElAll FOR SPACERS REQUIRED A7 TOP OR % 9'•, - LT:1jL E C O INc.et� .Coo aW, m s1REE BOTTOM TRACKS ADJA(' TO ,6MD RANDS %,5iF._ I RID*,-, _2_ ,Wyx.�k ao.,W> Wr -1 .How (9s4,an i s N1�a'i+sA)w enN 20- PRODUCI AV L "AT70BLI&II RT NO 20472702 2 22-TEST SPORTS: Large missile impart load tests were performed under SSTO 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, PIE. 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 Df the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed byJu3o E. Gonzalez, P,E. Tensile test report No. OCM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-8, 9 3, STRUCTURAL ENGINEEMNQ CALCULATIONS 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 8/10 and 08/27/13 (for this revision), signed and sealed by Walter A. TIM, Jr., P.E. 3 MISSILE IMPACT 3MTAJIICE; Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on streets 5, 9, 10,11, 13 thru 16 and 18 of 18. of Product Evaluation Document (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. 7/-Lfr`� * : t. jMSTATE OF s sSIONA1.'�� \,%\a "FJititillilo ", lj�(1131311111110 _-I'll, ,it, IF 5. INSTALLATION: 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 shalt be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6, MATERIAL CHARACTERISTICS AND SPECIFICATIONS• Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 13, 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.), Brewing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE: 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 Tfiteco, Inc. and signed and sealed by Walter A. 11111, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code: 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter -A. Tffltt, Jr., P,E. (Florida License No. 44187), President of Tilteoo, Inc. (Florida CA-0006719). wane D_t TILTECO ADrMON RECORDS (P E. REPORT.20 GALVANIZED STEEL STORM PANEL L DRWG 0 20-176 L 1/4, 2/4. 3/4, 4/4, 5/5. 7/5. 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6W/11 a 7W/11 3' MAx ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS It 9. -.._ - __ 3' VAX - a I' YW '- __ .... FOR WOW SEE SECTIONS ON SHEETS 10 ,I 11 -- TI' um. O O O d D.M 2 3 4 f',--, 1 ___Y_ T_-T__T__ T T .._•.. I t--,. ----_ _T_-,-_',_ _1__, •I 11 O�' . 4 3 ®� d i i- r- . i. I I 11 I I I I i ; T i -- - I -: I I I I N *- I A. 1 iI i t 1 1A 1 I I I I 1 - -- -- I � I I BOLTED PANFIS W/ 1/N-i0. 1' 1 iUNBOLTED PANELS ' I I S.S. U.S. BOLT W/ 7/8• . 3/32' r A$ I, � witicW S O E.A. OVEi6AP 1 I APP ICABLEE) 1 1 i (SEE SECTIONS AS APPLICABLE) 0 I I 1 I t ' ED �_ y�I 1 1 1 1 1 I I 1 i ! I 1 1 1 D.M,. .�/A-p�7, 4 +M/{�� ' i . I -I - _ ' I - i i I ® V O SIGy,� I O O O: p O - '. xu - 4o,,, 1/4, 2/4, 3/4, 4/4, 5/5. 7/5, - , M- tW/10, 2W/10, 3w/10. 4W/10, 6/5 5W/10, 6W/11 a 7W/il ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 6 a 9 -- -- - - - FOR WOOD SEE SECTIONS ON SHEETS 10 8 11 ' REGULAR STORM PANELS ,=' & 1AI ELEVATION N T.S. 2.67' 1/4-MMo, GM (MN OVERUNP -1 %HC E VALLEY) I R^ N ,/4• \ ,,AA, IA411 1 I YAx. OAP A•... /T '0r .. , �p ) Alan' 'FLORIDA BUILDING CODE M h Veloci Nurricome Zone) : o1R0�70C0'.a 20 GAGE CALVAW2ED STEEL STORM PANEL MECTION A—A1 * `*NTs. 4y - -� ILL E—j �' Q l//�. GlO�L PROTECTION PRODtK:I'S, LILC. oA1T11 .�''. 4a0O 4.W 6, SiIEETO I TRAIT itaTNa a Ca1PAMY 0" . IL =I- 20-t76 %t, rA NC'••. a f. W. 1W. — flees r• 2MW no° UnA)w9-»u, - UMOR Wm �FSS w:. iHr - s h RINm-,M, of oMr.a M. rt V nl/9IMA,uR— u. X%LJ` 6 �'AWI N, w41U A ,61R L.. P.^••• . WQf ] OI r F Nt7 INSTALLATION INTO EXISTING POURED DETAILS FOR (REGULAR PANELSa dt Lr1A STRUCTURES CONCRETE OR CONCRETE BL,Q-QK CONLBER ?4UREB EONLRETE ?ON¢D CIOICPETC TPWREO ."M ZIC BLOCK ...._ DR CONCRETE BLOCK OR CWIOTETE BLOCK REOUMED CONCRETE ANCHORS - REWTREC SECURED HSCHEDULE: ON - _ CONCRETE AI1Cr1 ON (SEE 901EDULE dl NEE So A7IGTHOKS 1SJIEOUIL[ ON SHEET SH9) SHEET 9) SEE SHEET 9) N - -._ -iE- is \ -�--- £ �E- ID E D LD E �j'� i -2 �WM` I ^ I MW. OWL H A i .. i ,Ar eRMMNWI . w : ,Ae'HLT 4 spa, N� f'.ro i¢ . !tHv-2mr (1S/S9 9.T5 W✓ YNCyNn EACH Ens 1 1 r"Io g I �1/A'.-za.r MS(S6.Y;:-. W✓ -. .Z'1> UOI : 7 I )0 i I �'A _ n ! -H htA•s-m:l• MS//S9 90L,'i R% I KK f� *� • I i jKAP 1 1 • ;; s FWT ;Ma�KR I , .; 1 �Y v 1 - F -__- -.- - .i -. T7' r,W I i. - - , 15 i I I% I R pRn,p_1 (a i 501[ I pu,9H9_I I f"iAA6sI D5, t OF 'L 1 }� MAXMAX I OF -L �jT 4 . �, I:_. -. I MAX CIO" t E.0 H� E.D. LO VLSI a. s»a a 12 .n-ac 1�, I. I I -_ 0 I I _L 1 t __ 1,/4' 6N Max MO HMUD SOtDAt DIX S.W 9) PIT COIMdDC41F OR SCALE 3/5.1 '-f _ - i I I I 11 4 ,j4•h20r3/4' S.S. BOLT M/ 7/9".3/32• WIND NUI O 32 1/2' O.G. CONCRETE ANCHORS [Sar SCHEDULE CGAE ON SHEET POURED cowRFTt of �RETE FLOCK SCALE 3/15-1` E0. EDGE DISTANCE NOTE F'OR CdE8NAT10N OF CFT"TIONLS: (SEE SCHEDULE ON TOP 4 BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS (SDE'1 04 MU ON _ C RLTE OR REQUwm aDCX ANCHOR& FOR CONCRETE SEE SCHEDULE ON SHEET 9 FOR WOOD SEE ACTIONS ON SHEET 12 3• Moe 2-67' 3' M- - 1 -i6n (AOL O I -1 LMIOII WILEY) t,�. wu M"'. i - - D.Y. I . ' Xe ' 1 I I, - I I 1 1 I I I I 501 I YA: -.. _ -- L.- __..... - _ _ . j i , S. a0.W M/ I 1 7J6'4 SASS I I Wb1O NVI a EKRr a I •, I 1-R V ' I �. 9 , : F ' A I I �. �Y I i I v� ° N 1 Y I I 3 1 I 1 I 1 1 e W .-�. i L_n_,� I I Yi 6 9. L4 am ova 3• Yo. - I• Mtn - ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 ` - - - FOR W000 E ACTIONS ON SHRT 12 SEE REGULAR STORM PANELS :�� LE EVATN)N S0-LE 3/32'-, ,/4• MA%. CAP 267` I (MN OAEP ADP_ t YAW MI L EV) (A __ ,- .. _e _. � I,.' wt K�� SECTION A-A(To.. SCALE 3/32'-I' -6-0 0) a) to _0 N Ca > O (D �--e U '0 N ca- O L- c .� CU U -a - 0 to a) -0 V 0 -0 -= -a C = 0 N C 0 _ LL- _ CU .- �10 V/ L Qh- .� cn Q 9 V. It It Q Z Z W J ) u 10 -/ > W F/ O L t 1.f CL N O C to V M N _-omx C t/f ILL d EQ L 9) O M -CC- N or W Y d E ,t, = > c r c = Z;.M — 3 3 `M LD CD _i cu C p co 'a 'O G E lC O E3. W .2 LU Q Z Z Q J d _11_0 a) ICU L CDL CL U V O 0- 00 ICU c SHEET NO. SH 1.0t d HXIWD IOCNEn ACp4RE0 -.. I w 0AF) WAIL AND FLOOR COUNTING -I INSTALLATION FOR i : 6 tl .e PMI TYS A•A .IB 6. SPLiT PANELS x VAN Tr.w WITS 1Y T,mMA Y NN -- � fi ,� Y� -� � - i•.- 4rai. r+NMEr�-e• ' � ^' .. _ r-T t( I I -. --.. m afts'P TApcAYr KL ' � IVY P MiPj'• 4 1/2' AN, ED. x srxt: t . = r• ��.•P�� ANSI A F�MC9S14Mw MiPM flLA:611.� .},cP^ Nfi I ; 2 C 4/1f'4 TAArANI R I E � I ¢I k , cuNdE+E a Gan � � � � I ,YYY• I ! (i � i • t i- 1 � I i w10s A ZV1 1• SS. SALE • A. O.0 y, ??, wlipmt a aou Y PWFD NAOPA °�oF31H+ T Mi p4A. -nA ir.t. .-- wl �Jwlwlt s�wtn P - - � YdA,n'PP'-s' - NnA MaE INL''IP•B 2 4 M ..7 lAo TOP A NA-) Y�A ELEVATION SCALE 1/4'-1' DRAM ,2 .eti.A6�i IL � E�Itlp'LOA,N) MULLION It, I a4 sma r A H it PAHn w •+^ ,N. RYE,. wai♦ MOM. MUUXX4 SPAN (TO • REQUIRED Wn. TUBE MULLION '• M 4'-t- 2' t ]' a I/e' s i-6' TO 3'-Y 2" : 4' : 1/8• 2, 6'-a• TO 6'-Io' 22' Y 64•' A A V-10' TO W-0' 2. e O I/8' + SPANS vA4Jp FOR A5.P 6E5°ON PF(ESSURE MTPI6 �.E• UP TO +56�0,P.aD7�,NEN-St2gDN BE AP RI°MLLUEL TOESTOPoA PAIWW.f.'$�'LRDT)1 SCALE 3/e-,' NOTE MULLION CAN A49D � MNSTALLEn W/O ETON PANELS ON TM OR 807 SO tNA IT IS tOCAiEO AT TOP OR 9OTTOM OF OPENING (ONE PANEL DO M W/ YUE TOP er BOTTOM) 1 i W IOW 1 / `'•--`,.Y��{{• I I j -lF-� ° wA4wN • fZe lCiEpAF O_Mt�N.C-.i-a�Gp { o.Am.O - 41 1...I. l j_ t i. i_1 {, i t.: . 13. [} F • / I i � � I { i i i c I I. �I I ' I : I i I 2 I � ,i-�T � ir(T ftn® �ji•1 1- 2• M1WoI` YNI • TINE WAUa+��.�-_ SECTION Y-Y yy SPLIT STORM PANEL EL.EVATHIN SCALE 1/4'-,• eF N+taALLl SCALE FLORIDA BUILDING CODE +l!Y ,rs suety ♦ r n.W nvair D/NM Y9WfO1U.. RAp.n A:w1 -�- -- 1 .2� r n 2--A ^:., a+enrrne Ai � I/A ua Eopw • r as. v .. DWMC - ' '�O1 tY,JY o rwnE +eWNNw1 °, �Sne.E001rw+et - _ r- ,� ,! w +OAP wow. +-m w7A { • INN P.G m Dior .Mce ,o4t4. 2 , f. w /Y - - -- - - � -_. Nua AAa.. +Nt */ eh fti W EPKAA w - I„11" p llYli. . : F. Ork 1t' ,. * 4Ni w t2 ,R' Ate 1t '... � �� ATAXM� - ")• i ., T i ... f k t "'•• PU VL•ac ip � .•.TPA i 3 •�. � _ �+W.Armma �'NA iA.�•i � I ��! 1 w R+.,Em-'4i'r�io.rrP I 1 mx� j 1AINW1 � w� 4 1 IS WALL WOUNTWO ��TI��Tm"VE °fac �.ANS. STALE: I/s 1.PYFj7 --•.;'. ___ _. " C 1 t' _ -. ..:: t i AO Aw Nn n.>B wlaAma+. 1 INSTALLATION - ALTERNATIVE tw i A s/pw,4N 3I� ti+d:0� Fbwnw'M, 'T i • .. �nuD2rw�w.... Ip�AYml � ARs - ._' 50041.12' Ile - I• I CEILING t FLWR MOUNTNGG WALL t FLOOR MOUtM WALL MOUNIIL4G u LTIONS - ATNE LlLSL:.IdTiQlL - JILTEItIL►i1VE tw jdyM f .+..•_ 1L.TERN_..__ SN (SECTION AT TOP IS LIMITED TO +55.5--67.0 MAX. W^Ez Ile . I' J911STALIATION - AW ERNATIVE 21N A.S.D. DESIGN PRESSURE RATING) SCALE; 1/4' • 1- SOALL- 1/4- . I' 7/fY.1nm` i ia'r4•,ww ,ra H j ,p n+WY N,A,as ' mns•r.. n 1ApmNIR AEP n,LiuHnuA A F•LnoR ►rouNTNiG INST&UMON - SECTION 4Aw - I* = IleI. NS2IES1 iNSTALLATiONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS ,a� •t,''E'A ..... ✓4ty, '�P UP TO +55.5. -71O p.s.t. AND PANEL'S LENGTH UP TO 8'-B" JCI:N$ •.'�Z�. - FLORIDA BUILDING CODE ISf II Velocity Nurricons ZI 2. FOR NEW WOOD FRAME CONSTRUCTTON: WOOD MEMBERS TO BE SOUTHERN • wmm ntTEw. AAC PINE NO. 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL `� ; No. 4167 z 20 GAGE GALVANIZED STEEL STORM PANELir tip,* : _ 'Q ST Of _ J T !� GLOBAL PROTECTION PRODUCTS LLC. F aR cQMBtNA71QN-QF SECTIDNs:�114 TOpEg BOTTOM APWNTINGS CAN BE t rp�.0 • , O� RID* =[•'_ ;Y�t�`•�-2� 1�Aur TErnNO pGEli041�C11NYiWR t].%3,4 20-17 COMBINED M ANT WAY TO SUET ANY i R._FWl,: •:"iNv.aA / Nw rUUMw'm Ym "R w"a•W �"roi"N wmNL L1S.}/6E-7sPs, vAX NBe}BpR-anT iMaE CONCRETE A4c-m CONCRETE ANCI,ORS FOR CONCRETE ANCHORS: SEE SDEOLU ON SKEET w (SEC SCHEX" ON (SEE SC1 mLgz ON root POW SLEW' SEC S6CNOM ON SHMI is e1ETA IS) _ Sty 14) ^3•- T, 3. A Tw�1.g I Poum ea0" i mv.; 1A 2/4a 26/4, 3/4 0l 4/4 i, 2 t NW/f5 _ .-f - p IEi%RwCOL 5$D^ - - _ \i �Li1A ! { I L II r i '�' SHM f4 �91 U14 (END PAD) (Pr1ERaR (nNTpe01I aitl4EL) (WmVOR AAAEL) (IT4D PAf;I) { I IFDR TIM'I TO CLASS661 'm�FDA 110ot o fit 1/2- iT11BOPE SSIM 0 1 oc ,/2- eC. 14 h MACIWIF tl Ile Lpn. - wf S{d Mr. (BASE +PRDRViS e) ]- t 2 ' YM. (GAY TO • t2 O.C. To (� on 'P..)I / DEL 2/la) '�. J2 �' 1 I7{ @ l ii` i (A EWNTE 0 ATKW I I f i f 1%t• I I I j - I ! OEYNS 1 (k r k OR J i 1 II I ! 9i a I f • Al ENO PARES) i i (E ceTA4s 2n4 J dd 1 j I �N II POURED GW4CA[T' 7 IF .' OR CONCRETE aL LL IULLL E i /4. 2/4. 2A/A. 3/4 at 4/4 1. 2 3 31101/15 i. i A TW/15 AiTERPUTE LOCATION 3 _ i ON In SAFETY PANEL L AREA W/NO LIFE SAFETY PANELS LOCATION OF LIFE NOTE IEWOW) I R REA(NAR PANELS W/ dl _- � PANEL ---, REGULAR TR0,C9s (_ t5 NOTE , COIKNCOE ANCHORS :'-. �' BELOW} • LAST PANEL C13 70 INSTALLED AS ,.,' (SEE SCHEA" ON y/ "- EWA�LL[ pOpF gAg In SAFETY PA/EL OPENMd SWILL OPTION SWEET t4) BEE 'WRm WWCRTE'-'" M,N CONOLOOR) ALETYWAYS NiaF�AlAi N K eREN0E0 OAnA. AEOHInKD =t•Come"- TO Or INSTALLED OR REMOVED FROM R49a ' °"ram of STRRUGTIAW --'D- . ELEVATION WALL WOUNJING INSTAUAIJO jLiQUONG INSTALLATION SCALE 3/32--1' - SECMN I SCALE 3/6' . I' - SECTION 2 SCALE 3/6 - i' Ef4 AW. aw ®®M' Q• I P I�4 i CNL.'��II S.RT..iBEL°.'. tTORA!_P'L1,AIFt. C.,re A IE/STAEe �1_(�_: 1 1- LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST DR :AST PANEL)OR AS AN INTERIOR FIANEL PANEL LOCATIDN IN BETWEEN END PANELS). B PANELS B (AL W T )LIFE SAFETY PANELS MAY OR(ANY MAY NOT 8E. INSTALLED ALMCENT TO R GU' Aq PANELS °"kmI) A7 CAO PNELS. SEE MON 1) (W/ OR W/o REGULAR TRACKS.) 2. LIFE SAiiM SiflEty PMREL CONSISTS OF 0.039` WYA141ZED STEEL STORM PANEL AS SECTION ®-B PER DOMpOHCNF {Rj, SLEET 2 OF DRARANO SCAR 3/32". I' THIS PANEL ALLOtvS ITSELF TO BE REMOVED OR iNSTALLFD FROM THE INSIDE OF STRUCTURE. s. LIFE SAFETY PAAAt11��EEiiL!. REQtRRES I- TTEACA TO BE COMPONENT (�)A BOTTOM TRACK TO NtANAAt4PHTltt! N.�•�",••••, •••T✓P� CDA� ®MAY BE INSTALLED OR FLOOR MOUNTED FOUOW1NG SECTIONS 1 A 1'� 'a¢ENS, 2 ON THIS SHEET, AS WELL AS DETALS I A,2 ON SHM 14. � 2 FLORIDA BUILDING CODE (High Velocity Nu [cane Zene f_ Min. LENGTH FOR COJPONEMi 4DE 15.- - - - ND• Opp mTE{O, MOX. ANCHOR SPACING FOR COMPONENT ANCHORAGE AT BOTTOM IS GNEN ON ,NG F.v. 20 GAGE GALVANIZED STEEL STORM PANEL SCHEDULES t 2. SHEET 14. { rWAFPa a+ COMPONENT (� MAY BE PERMANENT OR REMOVABLE. % * : A°If '• T -"� ��+ic I. SEE DETAILS FOR INSTALLATION INTO WOW rRAME BUILDINGS ON SHEET 15. fA' -' - = 1 0 LOB& PRATE vMON MDUM U. oR iL ECOEI6t. ©•• 1 SaC '•., 4WD S.W. St S14 $ SEE SHEET 4 FOR DE APPLICABLE TO THE NECESSITY FOR THE ?NSTALLATDN OF h R rNGN COWPONY OWtC. R. ]1]Tt4 •"$ C]N A` f Aw. W- a N4 Y..H oAwpa ft 4TtN XrlaxE (9Sa}r.WM-nos. FAk (Pwxl6-AA7 20- i 76 MANIA SPACERS AT TRACKS INSTALLED ADAACENT AND BEYOND TO STUCCO/WOOD BANDS, ANI4HAL ' 'A-W" .OW An-YMw r (Awi An -Lan OIwwz+ NA PL sAt/wwnPEtM.n CA-o2PBnw TRITER A ROAN A•, i.E 12"•i 1w SINCE 13 of m it MAXIMUM -SAQ. A,ES1014 PFALSSURE RATING (p.X t) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 11-n nAY FOSS ovrisi7, Aft'i wFaA, 4,rws s M'R wFrsysNc. , n,m4 ,n At ,4AXw.A, PLO. ° i1Ww a.f) Mai F tENGiiI (SEEL ) i tma,\R, C i CONDITION g ]p C91�ISKNIw OF 446.0, -72.0 Y $• M t13.5 2 Iµ' 4INSOLTED , nm 5 ► T ♦956. -nA 7'-V TO V-8' Mfa. 2 3/4- D NIOLIto 1 TWIN S W. 7 .65.0. -720 Sa-B• 10 tV-2' IAmY. r 91) T- A�11RAERIEM 2 1/Y 4 .U3. -aBD 12-4. OR LOS { i 7 1/2' I' 8"MMAN M B, R • to • 60.7E1; W/ t/es-pat' SS RS A www"" At DRRAP A MWLENOM W PANEL (VALID ONLY FOR PAHnSQ1 A W MSTALLATAHd AS PER SECTIONS I THRU 7. ON SNEERS 4 A 51 MAOAN ASO. OCSMAL PR64LNE AATe6 IF.') ..%" MOCK WACHS FOR to.. 3 11Y - APPUrA81t m SECnOMe / A ANY comewflow OF THEY ) AMX4AUM PAW]. LEAICr, Z` (A•) 7AW.'OM OF TM-txNP CALK -Mr PA:pAMO¢ PTiMLE o PANFLM7[ 1Rtl5 To COHCAATf WikN T[R 1. RETE i C C TC WNfREFF f m Ca&wdtf m C9MC�E i C [iE $• N/A NJA N/A a' NfA t" 1 NfA M" N%A ° ('1OPj l E' E' S' NJA WA 4/4 I N/AA W. 8' 6' i' L_N/A E' e' Y WA C $' e NfA E' NJA NI NIA B' MIA S• NIA S' NfA 2 (eDTTOM}' .SS.3, -no LESS B' N/ArWA wNJA 8N/AB N/A] A 4 (w) T-s' OR LESSDR A' Ie.-i' e' O' 4 1 IwTmm)NJA N/A B• I N/A e N/A 6' N fA e' 4 a 7 (Bo1TtN1} ., NfA N/A 12 1f2'6 If4' 12 S/Y 1 B ,/A' a lfi' a t/a' a 1J4:' B 1/i• 5 (TOPmrrW) i SIX SEM 10 A 1, FOR APEND16 TYPE !;PACING FOR 9WALUIONS Mfg Ww MUM WJNNIT WNMUN ANbgR'SPADW ANO MIAMIAY SIDE OWACL ARE INWA M ON " S 11ADIL T FOR Co. 'JSS THAN 00rAT0 ON SDHEDM: RNUCE ANCHON SWLW BY WAjftYW 9%CM VSNN ON SCNC ULE BT RE FixADWNM FACTORS " on OPEMTW TO Of POSSMILL REDUCED SPAC NO 0100040 uS14 FACTOR SMu INN RE LEM TKAN vONWM SPA0e10 INWAYM hit EACH ANCOW TYPE AT ACHM LEGFMI. ANOW Tm 1/4-A erErw I141. tY TAr-RN. 1/4.A "" _ _ 1 Ile. PMR1wTE t/4'. vua 1/4•A wNo•aT NA AI,OeW VAG1R iP•.) 3 ] 3 3 E t/2 3 _ •AmH®2yxq iFAnN1.4.�00 3 3 3 3 Y 3 S tJ2 WA 1LAI 'A.,wM. EMr W is -- e AWE BA om owso SLUR - _... , 1 1 1 I ai L TO GI.SS. ED' i I To 1 I ---- - qe LO. 5/e' LONG AMS9 6LaMNS - W/ i/e21)4, E.S MS e B ,/-" DC 1 FDA PANEL LEM1016 IA TO S'-O" AND 6 /a` OC rGR tEAIGTNA Lip To W-e• 41M .• PmN (I rEGLprW 111 GR �14-10 V NEWMIE VOMLE iD ON AANDAwE PLUS a 12 /2. O. C RMM t iW, TKREAOED PEtl�1ION AT A6Adan4. OF DXBIMO W000 PLATE POr ALL tfiMum LY TO 6'-e• M,W. �� SLED 3/8-1' INSTALLATION DETAILS FOR REGULAR PANELS(JI do (1� INTO EXISTING WOOD STRUCTURES °?1616,MENIC 1gPD NfMd1. fi I EQ I- ,, i bbEQ EO 1 N3 cTw. EO� EO. I I i I l WO w6W "A"I1 3 WOW men AEawMo �� q d1IItE YAIll�1IElI ww ALTERTER AAA (E 2YfYAw E N SCALE 3/6=1• SCAT 3/8-1'. I SEE solux" ON SNw 6 I ( t - TOR AW, SEPARATKM m at." PL- f A ' EDE EI Y " ) Wt , EG 1 ED lW''- 'Nap MAN M1. ) l �1 1 4 (( 1aY4;Sown IS. P/ C -'/,n• W, ,NwrAtwA t4741RtlMN, (A{gjFiU'IATIVE SW ALTERNATIVE 4W PURE. ;GAFF 3/6.T' SCALE 3/8-I• b9gi UrADOM .AIR lJMI ue! fA101TAI I ATtd%U NOTE : SHUTTER TRACKS NO CLARITY tlQIES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP 10 +55.5. -72.0 PSTAND PANEL'S LENGTH UP TO 8'- 0' 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS 70 BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. u STUDS 4 1 am 12TO � .-_ t/4�SEE SEE I ,ATM# PANEL ENO PANEL OR $CI€CULT #1 . SCHEDULE %1 L FOR MOM. -"- FOR m- OR Ounm MOUNT ANCHOR SPACING SACING ANA CHOR V-3- TAX. - DETAIL 1 49 iNSIA ANION PUCAc BLE TO SCHEDULE 1) SCALE 3/14- . I- MAXIMUM A.I.Q. DESIGN PRESSURE RATING (2.2j.) AND ORRESEONDING MAXIMUM ANCHOR SPACING SCHEDULE AT INWAUATIONS INTQ CONCRETE # CONCRETE BLOCK STRUCTURES Ain.cinnF r ,<W[_.-M6L,�ItOLINT C,�iTLW6 OOP.aL...1'A.`_.E,Q.�_,L31'e'L`_.' ALTERNATE LOCATION AT END PANEL STUDS O EVERY OVERLAPT i aPETO Hd PANEL s/a' w (CASE) i 3• US, 1 f(aAs4 119 �..___ I i o i s ii j I ° �INTEIROR PAlEi END HIANEL IL {N6plf}YI' ,/4. •1 SCNECXL.E ± SmuE M S Yn QETAII 2 FLOOR MOUNTIN PACOAD SPACING INS,TA ±AT14N (MUCABLE TO SCHEDULE 21 SCALE 3/16' I' MAXIMUM A.S.D. DEIGN PRESSURE &ONG a tT) AND CQRSESPONDING MAXIMUM 1'A!!E LENGTH "L" SCHEDULE LARa&AJ1LE ONLY tQ SEEMNS 1 A, S NOIC,�IF I454 A.M% _A�Ety STDRA/ pAN,f�. SYSTE3A. ON SHEET i3i. 4 "A PIsAvI M SS LTO f I TAETEm OF TAP -CAP OkX-M FMELMIN FEANX 0 PINT M M PLUS SECTIONS j #CLW+®MA,KM MAXMW PAIF.. LFIMTN 'L• OL.] IL CONCRETE III SLOCA CONTO roCAFiE to COLOAP m 10 WN"M BUXA CONCroRE70 1 10 CON BID" b" N/A N/A N/A 6' N/A B' N/A 6' N/A I A 2 (10P) 554. -710 9' 7' 9` 9' 9` 9' 4' 9• 9` 9' I (BOTTOM) 5'-0' OR LESS 6' N/A N/A N/A $' N/A 6' N/A 6' I N/A I t 2 (TOP) +SIL-72.4 O 9' 5" 9• 6' 9" 7 I/2' 6' 9" 4" 9" ' 1 (BOTTOM)4' +55,0 -72.0 N/A N/A NJA 6• - IVA 6' NJA 6' N/A I t 2 (TOP) 7•-8" TO 6'-8` B' 4• y- g• 9' 8' $` 6` 6' a" 1 (BOTTOM) �>eCR1U2L"L! � - ..FLQQIt k0L�T CaNOITER6 Qj_Q[Tt OY W. E�. ] 1/2• ' MAXIMUM NSA, op"m PR6:URE I TIRO a S/lr Mtn. nqA W " MQQ ONE A TIRO e Y MW MW TOP 01 PIG() APPLICABLE TO SECTIONS IT A Y co TTO MAOMUM PANEL LENGTH '"L' (TO Mr - RAN"..t 0 o OF THEM +49.2 -61.5 3- 3^ 4 1/2' 4 , 2- 2 (WITOM) 7'-6' OR LESS +52.8 -66.0 3' 3' 4• 4• 2 (9011IDM) T-O` OR LESS +55D •-7a^_0 2 1/2" 2 1/2' e 3 1/2" 2 (BOTTOM) 7•-8' OR LESS +55.0 -72.0 2 1/2" 2 1/2' N/A N/A 2 (BOTTOM) 7'-$• TO 8'-0` +55.D -72,D H/A N/A 3` 3' 2 (BOTTOM) 7'-8" TO W-4' 3� v 4� No, 44167 MAGNN AA& OMAN, 0A.. Nvmmn),O P,wApMa N1F,c 4AL} T.' t TINE INC,1a6) '� , OMw�naPl w.a -720 r-4• 4 a/� t1NealDi SEE 94Ei TS FOR ANCHORS 110E At SPACING POR MSfyyAT06 Mn WOW FRAiE TS"NA; IMrMRM ANCNW 9'ACROS AND WOMAN! EDS OWAP" APE. 00"TEO ON rM6 SCMCDULE. FM EA LASS THAII AWM ATEO ON SCTEMIL REDUCE AND" SPACING M vULTIPLY"a SPACING SHOWN ON SCHEDULE BY OR rou0n10 FKNRS. MR MB OPERATION TO 4E KO&L REDUCED SPACING DETAINED USING FACTOR 940LL HOT E LOSS TlM AWIAAM SPNO M ow"nO FOR SIC, AN " TYPE Or ARBORS LLdnN 4MOImt Twi4 t/4•. _tAPWM I/INS , ]/e. //.-. _ 1/4'. aTAP�CIw nWAL111C ,aeEuliTE rALA-+�.. W A DIN Wale (I13 3 3 ISSAISeNAR It4-� et) 3 ! 3 3 3 NA AMA) Ot io,b EAM Ou) i. 7 ,. ] . �J t/E 3 1/2 -' 4 AOUL ILA ■IE ONW4 AIOf011 14n• _faP 3. - HAD -. - ,W _... AS 3Tfr 1.W m * SPACING SCHEDULE FOR REGULAR STORM PANELS (D A: j & INSTALLATIONS INTO EXISTING /C�tO�NCRETE_A CONCRETE _BLOCK STRUCTURES (VALID ONLY FOR PANELS Q& @ INSTAamliS AS PER SEirow 1 Tmw to, ON SHEETS 4, 5 At 4) 41 I/,Ii1H/I/ A.'Tr aAA •�� r✓ vCEN NSF '•� FLORIDA BUILDING CODE Nth VelocityHurr{cons Zone NO. 4167 $ °° i�0' N6 20 GATE GALVANIZED STEEL STORM PANEL aY s 5T :5.. •. a�fi RJ � O GLOBAL PRt1TECiNDN PRODUCTS. U.C. 10* fir' IMC . 1w Sty S1 STREET WwC FL =14 t2 f l •N6 'I•A„ l 4MO a eNDMno1l0 MIMN/V AA 7wt W. PF AA PAwr r.wq R AN« PTKrE: (w�F-7aa Aw: (ws.Je�-E2E7 20-176 - HAIR M.,. t2w1 n,-,m r... trt 1K-,wr + AA. rPw MN aM.M (MMWPp W NIML d 9EALJE,OIMTtIM/MlE _PALTER A .J1 A.. RuIr 44.' P'.E m +1-LINT - 9C[L 9 tl M ,I,xwAVM YAriMAY ARRSIpR9 bPAGM WN fJi . 3 1/2' •' ASn DESIGN TAPCdN CF T.w-Owm Uu-w PANELwTE FELALE K) m- PAtfftJAAre Plus sa.9 sn ' m SECTIONS j A a1A2D1HtM FYAVEL �� m m TP id m TO +vrP cOMarMnwN LENbTN Z' (ft.) �� m COtMRE1F CCEREii m CONCRETE tgNCREtE m L'ONKi9.E CtNICRETL TO CONCRETE � S3RNTRETE TO CONCRETE ixi4CRitE i0 CORCw[1E CQNiCRETE � 0r t1EM BLACK .ACE gd9• t YdCN �dLY B(dCK 6` NJA N/A NJA $' NJA 6" 6` N/A N/A N/A t (TOP) 6• t' WJA N/A $' 6' B` $" -N/A ! MIA ? (80170M) $ N/A N/A N/A N/A $' NfA NJA � N/A 2 (TOP) $` NIA N/A i N/A G' N/A 3` I N/A 6' N/A N/A N/A Z (BOTTOM) 55.5, -72.0 $• N/A N/A T N/A $' E N/A $' j NJA -'�•-- 5' j N/A NJA�� N/A 3 6 a (TOP) >7'-S` TO B'-8' OR LESS $' 4" N/A N/A --1- 6' � 5' $' � 6' $' $' #/A N/A 3 {�RDM) - $' N/A N/A N/A � N/A $' N/A $• NfA N/A i N/A 7 (TOP) $` N/A 6' ( $' 6`6" N/A N/A + k 7 {BOTTOM) N/A WA T2 A/2' 6 If4' ,2 I/Y .-�- $ III' 6 If4 � 6 1J4" 6 iJ4 I $ tJ4' N/A N/A 5 (TOP/BORgM) SO:Q, -53.3 N/A N/A f 1/2- 2 6 1/4. . 72 2` f r $ 1/4. $ / $ - Ile $ 1$ J J 4 N/A N/A 6 (TOPf80TET3MJ -4' TO tl'-2' 53A. -72.a N/A N/A 6 1/+` N/A 5 )/+" N/A $ t/+' � 6 1/4' $ t/4' I 6 IJ+' N/A � N/A 6 (TOP/BORON) '-8" TO it'-2` N/A N/A N/A N/A NJA N/A N/A N/A 6 If4' ! 6 1J+' b. A, la {TOP) - l3.8. -NBA $` *� N/A NJA N/A NJA N/A i N/A 6, Ile J4' 8 (BORON) � �� 6' 4" N/A N/A N/A N/A N/A I N/A 8' $' b t/4• � $ If4` y (90ROM) 12'-4' OR LESS N/A NJA N/A NJA N/A N/A MIA N/A 8 IJ4• # $ 1/+' $ I/4' 6 1J4" i4 (807TOM) SEE 9EC1a 10, If AND 12 FOR ANCHORS t1WE Y SPID4IC FOR NBTALLATRN4$ NRO eVJO PRldE 91A11)NV(t• M1NWM Ad.OR 57PACRCS AND LAMMUI FACE DISTANCE ARE Wt,CATEp ON NNW. SCNEOUIE FOR CO. LESS 7/1M1 WOICAIFA Oil $CIIFDULD REDUCE ANCHOR SPACING 6'r WLTwL11NG SPwCSNG 52/OWN ON 9CNE0LILE 8Y 15E FOtiAWN46 FACTORS FOR i1nS OPERATION m E PD241eLE. R[OUCEri SPAtMW OaTM1E0 U6n4C FACToot 52MLL NM.' � lE3B i/M4 MNAIAl1M SPACNO RMpATEO fY)R EACH ANCHOR TYPE AT AI/LYIfa1e LEGEIN AlIt2Yt 111E 1/4'r IAPaM i/a4 V tM-W LINT IAV�[ 1/i'r PAI�C Afar CNN-H i/4f Ad1D-1fl MF PI,RMIR 9AlCM] Du.} ] ] 3 3 2 tot ] A•mwPM'tAIAY PCr,vMP p.) _ 3 _ 1 3 ] ] a t/s AL11111 i1L t� 414ee� F AC T 0 R �- INSTALLATION DUAILS FOR REGULAR PANELS INTO EXISTING WOOD STRUCTURES a A a i - •74-10 PAANlAIAIE PLUS --� �Ih10 PA4/EUAtlE PLUS �* 4• 14-10 pANt11MTE PUJS --- I' 6 7 REA0 0 Pt3E1EU/MN t0 A B t o,c w/, 7 a' - tHFtFJOED p>DETRATMAT TO WOOD rAOER - TitlTEA EO PENETRATIai m EVSTwM WOOD HEADER EXISTING WOOD HEADER REMREO Cosmic w= HEADER i z ) i { 7 6 I e F_.wG /s• _ T - A e D VrF Sw a NUT e i EteR,' Sti10 W l;, _ 1 I �AYRT' STUD a I� HEADER 2 ' 4 T/4. ce WOOD HEADER • E 'pr ar, A , f4- Dc. RKE MAED AIM '; _ REOtLRED r G) i i SEL ON RQ epEAllaF W SEE St1EDY TE W 5`430sommixE FOR i 1 ` o00 FOp TIONto itW A P%btTXN1 CLAIM PTo GLV*ft }. ` dw.. PANEL. LrwG SS TIFF "ME 1} W. PANEI LENGTH , _ MOM. PANEL LENCTI, ,/4'P-A,AI' ifi � (SEE Nan 1} -' TIFF NOTF 1) u� /■ ,:.- M. t. t .. w W-�'•. f � � LVUNT�O•e]wIF' � I i 501 Sox Sm MAX MAX ' - ( •:1T MIT, . EP• Mn" � �• .. s°OG ss ME w 12 N1Y EO .. ,� - tVEN 6TW ei [G , _ .- * a 12 t/2' OG EO 1/IR • LAG SCREWS _,/4-P 6' O.C. W/1 1/2' 2's4' WOOD PRATE 4 ,h 14 PANEiMATE PLUS 2'r4- WOOD PLATE ,�I -- REQUIRED REOUREO 2'r4' WOW PIAtE :... MIN. 7HRE14K0 PENETRAteDN At B. 1 a' Di WfeJ` �' Aso) WMTN OF PATE # ' 'Ci'e LAB SCREWS e MiOAIOTK OF PLATE ' ioC.c.'�STAGGERED wf Sfi - f(Ff;' IPFf/R'PiAlWM 'n' 1m -._ 3i _.. At MIDWIDIN OF PLATE ..�.. _. ... _ SCALE }J6.1' SCALE 318.1- SCALE 3/3-1' 1. INSTALLATIONS FOR ALTERNATIVES OW, 9W t TOW ONLY VALID FOR WITH A DESIGN LOADS UP TO -48:0 AND MyMllililllNAbb A Ti((/j +iJ.& P�a.f, PANEL'S P TO 2. FOR NEW WOOD LENGTH (FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN N��r� }\. J �/ V F FLORIDA BUILDING CODE YWloe NurNcano Zone) PINE N0. 2. W/ SPECIFIC OFUNSSY OF OSS OR EOUAi_ (Nigh NOTE Fotz rDi11aMAYwN OF _'�: ND 41 A g 40 Q "e` 20 GAGE GALVANIZED STEEL STOMA PANEL TOP A BOTTOM MOUNTINGS CAN BE. COMBINED IN ANY WAY TO SUIT ANY % . S TE _., '! '' / GLOBAL PROTECTKN PRODUCTS, UC. INSTALLATION, �Q • FL R10 � / y F,S'Lt,. G i- 4eoo S.a2. - STREET L14 'i-KLi a pwi uAr oMx. FL w14 20-176 A i' fl Tr AF,ArAA1ee..,,��AP w. Lr ltll a6Wa a aw M1aC taes}�s'Tsw, FAX. t20A3Mo•e797 TXNAw4C R RANI Ili/it„SA- STAL1W0N4TUREfOA% g1t1LA A iA:n'X pA 4u ,2_.t1A � 1MM 19 tl b INSTALLATION DEIA111 S FOR OPTION 1 FQR LIFE SAFETY STORM PANEL SYSTEM /4, Ac lnXcws. M d.d w/ INTO EXISTING WOOD SjRUQJURES - T tI} Wn. TNwiAOEB PBNFIMTAIN - m epstMG +row NUEu j' I J i J d OD _ {P EQ; ` EOL i aDREB l� REO{PRE VAN a t_ -'i- x Ytw . ,: ALTERNATIVE 1 ALTERNATIVE 2 sLEf f oLM•1) ON ,ELT f4 1 .. q (` SSur WWO., Lw w. nay t• i?,-1 # m alas gp 1 EA I EO� 1 r 3 y f EO� On EO I I EOI i � i PLAR I ,wow REikgREO REGUM g ALTERNATIVE 3 ALTERNATIVE 4 YN' TF AEgTMEn f}4'. SCREW) e• OC. W/ , 1J2' 1R T MM. T 11310'O PL}ETR. M OR I 11'I.nd/Y LOAD BIPox W/ a ,/e.-pXY 1SS.SU Ms. W e• ds 0 �ALTERNATiVE T/4Y-p ►AEP.AAtti6 FEW( A7 OR ^ WOQQ FRAME CONDITIONS A ANCHOR LOCATIONS NNRAMTE PLUS a B• O.C. WJ 1 1/2• M. T,Wvzm PEAS m"ok To d2nS111M. ,VOW scI L- 3/e" . 1• PUTS NOR SNUi1n, iR m HOT %`QWW no CLAMn WALL MOUNTING. INSTALLATION �P1A pTItElT✓ ALTERNATIVE 1W1W �GENs ••... . T• �3.: •+ s 7 FLORIDA BUILDING CODE (High Velocity HurrlCone Zone) A2E4D R TEW. NC,20 GAGE GALVANIZED STEEL STORM PANEL aAas aY: FOR TO I. MS'TALLATX)NS ARE ONLY THAN &ALBINOS WTM AID. DEVON :ENDS. UP +s6.5. -724 NO AM PANELS LD4OTK UP 70 S'-e`. �' F 0� R1 GLOBAL PROTECTION PRDDUCTSN U.C.o7nAJ4wo DINE. 2 FOR NEW 'MOOD FRNAE CONSTRUCROW WOOD MEMSM TO E SOUTHERN Z (i'•., ,L APCtC ••I•• yhASSI �� ^� IL E C O NNc. t m sw: 51 370w Gw1[. R 31E14 pew NO. 2. W/ SPECIFIC DENSITY of a-% DR MIAL. rN/Fiill i F T[3WlW E/10NRCIbNO L'TMIPANY ra. 1M W. AW Sa'PAMw SN004 h 2.hM ROT.: (M` pM"7846. FAX (M54}6MM•'[1M2 20-176 NLIM*MUD/ PE $AA/ ALtyAEJryL1E rr... ow-,_ - : cw An-nM G 60067H ILI R A OLLn J - P.E INN, o r wA�r aWAAs4a Mu SKlT ,S tl # N ..0 2 N U -6 0 .� Cu U a- Cn O .- 0 a) O U- Cu O /2/� Li y F- CU -0 .� /'.,'1,/^.�/ Vl L W s V A C= m N cc 2� y tV i Q gad.. CZ Cc N 3� lyY 6) a= N c y C2cc .� C E>a ca e z d d w h � L' 40 CJ Cn _CD �J U) a) LLI Q Z a J a SHEET NO. SH 1.1 ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 k 20)- - - - - - ]' MKX. Ja/n, aA/17, O A S MM/1 ae/t7, ee/]e, s' WIN. o.M.arC4} _ I A A , LE - PANEL SCHEDULE) (SEE SCIEDULE) 6' 6` D.Y..®Or�-_ I f 1. MW/,9. 7AW/19 k SAW/20 9■'/1!, 78w/19 ! e8w/20 �- - ... ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 79 k 20) _ - OPTION (2 FOR LIFE SAFETY STORM PANELCj) ELEVATION SCALE 3/16--l' I/.• la\A aN /t^ a z�Y OR® �u,E S,AL1T PAYc xmmm _ E SECTION A —A SCALE 3/1e--,- MAXIMUM A.S.D. DESIGN PRESSURE RATING ,s�f. AND CORRESPONDING MAXIMUM PANEL LENGTH 'L" SCHEDULE3L'VCEN':�q i = No. 44167 = - FLORIDA BUILDING CODE i6 h relOt NU cone aOM exlna nnm. „c �.r •. ROR10�; =��.�� 20 GAGE GALVANIZED STEEL STORM PANEL Ire. i R I�E C O 114c. a� PROTECTION PRODUCTS, LLC, _ r.G S.P. D, 14 .".'. WA "�."Pwr'-n" o F"°"E tabsw Taw FFAut jobsl,ea n7 20-176 PL aTAA/a9,LAT1AlE/OATf rw-oopeT,o Wes+ WALTEI A TILUT A. P£ Y n-'n - y, r fYI1ET ,f p N t' MM. Mw/t9. 7Aw/t9 ! t►w/xa Sew/19, 7f//19 k eW/20 I' 4K O O O O O O O RE,ATAi OaY MAEl I �/••, i REcwM •ARu , lfE W[`• OM, Prlp 1/iY-70n a.a Y-a ( •,tq IAn welegt AT i II 1 •fin l . avO,UP g... - LOGtWw • tR S\FLTY PANQ eaTf0lf COWFM !A/17, aA/t7. SA/1e, ]e/t7, ae/+7, 8e/le, MAKIMUM AS.O. SS us MAKIMUM AS.O. SS us Max. PANEL LENG(N MINIMUM SEPARATION PANEL DESIGN PRESSURE L (tt.) TO GLASS CONDITION RATING (p. s.t.) (SEE SECTIONS) +55.0. -72.0 8'-f)" 2 3/<' UNBOLTED INSTALLATION DETAILS FOR OPTION /2 FOR LIFE SAFETY STORM PANEL , SYSTEM INTO EXISTING WOOD STRUCTURES i j - FIOFID HEADER Ili. M:OU HEADER WOOp 11ELDER YIDOT] IIOIMR .'REWRKD - Y RFvRA•EU ( TIEaUaEO I'I- - R[9WRE0 I. . - -) t/1'P TAPCON 1 B• QC �'_, 1�a'a TNCOPI a a' O.0 � - 7• _ 1/i•P TFPCp1 a a' D.C- � ,/fY iMCpl O e• O.C. _. Ti/, tit• RY 1 I/2• Yul. THREADED w/, � -.li .� NN1. THREADED .J I/x• Yw. THREADED W/t i/x• KN. niAF/�pEO ' TION AT w000 � ] NEIRAnOn AT w000 PENETRATION AT MOOD PENETRATWN AT MOOD I!!I WADER � , HEADER HEADER 'B]IaER ' I _J E1161w0� '�/0 OIA9a I E■Lstwc-I ,1n. SosM,ION OIASS �9S clMf (ME VataLaE PANEL LENGTH rY. a1T,rYIna+ I (SFr NOTE , txLaA) PANEL LYEar'wnL ' ! P NOTE +�aELar) I oN tam ,q PANEL �NetN ExrsTmc !. W (SEE fR7+E I eEtow) iDaSTWG� ,.,. m7RATWN i FAA35 (SEE NvrE , BE ON) a t00At I/a h7061>�a) ,/.'a-2a+,• _y � S.S. Y.S. w -O� I - J ruT I I I - - PENETRATION YIDwIDTN OF - ,,J.•P-xa]/ � EO -{/ytY�� t�T 1 ) t/a'f-xD.y/s^53- Y5. N/ I 4Ss M.S. WJ EC "�-. 1-!� 7/eY„3/3x' WING OCT )/e'R.J/]x• WR/F ADMIRED Wl STUD) THREADED WALL INSTALLATION COMPONENTS FOR SERIES 2000 dE 1000 E—Z HANG STORM PANELS (SCALE ,/z-,� (IDSµ wIDTN). _ 2.150'� ,-- - - - - 12.500' (EFFECTIVE wwTH) - S30'-- 350•]JO' L I / I xsoo• oTs• T a.OJ9' 4W THICK HEMMER �• 3.500' � I 2.2M" t 2Sa0• 2. S /ems ONVAW2f6 StCEL EDGE I 1 � � I \15 �. �� 1. 2�0'' -HEMMED A A51u A-65] . �R 17.2#a' ! _ - caoE so M.MWA DETAIL • 1 DETAILS FOR OPTION POLRED POURED POURED CONCRETE POURED OR CONCRETE OR CONCRETE OR #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES f/A' TAPCON /JKIIDRS !/1' TAPCON /Y1C110R5 1/4' iAP1X)N ANCHORS lii' TAPCON AINCHOPS O 9' O.C. O e' O.C. 8' O4. • 9' O.C. BETE BETE- caxw[T CONCRETE BLOCK REOUaED BLOCK eEOLNRED �S � 9lOPf REOIARED 1 BLOCK REOUMtLO {S YDa EO• E.D.• Eta• ' EO• C-0NT. I CONr. I 1 1 � OYwnP W F F W YQ ; fATlt ,•1 • ; � spa, � e TAPOM I rye, try I r" EXtSrk�-t � jl Ex>$Tv�f'^; c1.Ass � $ ' r . y ,/sY-iP,• f: -. � r y ; - � r' w, ,!.•f.i>f• Kf 1, ; "`"7 aw IIN • �__ ;. � -...( .. 1 I N Ya f/ ATM. i ovanAv t � ""^ • �- 1 1 1 I I I 1 I E ID • J;: i� E Ip • Eb a'h2(AJ/<'S.S. N.S w/a'hxOJ/i'S,S.I N.S w/ , 7/e'f.]/Sz• wlNc NUT wAsla2+ '7fe•aKJ/]x- wwD NUT WASHER a tt 1 �7/e•. , 3/32- wlNc ,nn 3/Jx• wwG /x' D c WASH" O ,: ,/7` D.C_ m,t NUT MASHER (BEYOND) ,,'a' tAPWN ANCHORS I/4' TAPCON ANC1ga3 �4 t 09 REDUIRED ANCHORS .. 1 i- TAPOON - O a 1/2. O.0 - O a 1/2' O.C. O 1 1/Z' OC lsrAatEREA w/ sTupj (STAODUED W/ srtm) POURED CONCRETE POURED CONCRETE _-POt1N[O CONCRETE _ OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK CONCRETE BLACK REQUIRED WALL YOU�iJTING INSTALLATION WALL MOUNTING SECTION 3A SiC710N 3B SECTION AA �,(JLAW PANEL O LFE SAF�T1f PANEL 4 REGULAR PANEL � Llf Cf �S_X�FETY PANEL sruF J/e•-," SCALE srxE J/e•-," SCALE 3/e'-1- — mono IB10lIOR tYAc art er¢T 19 e m FOR Anulows TYPE ! jym, SPACING FOR AfnNLArW,a MD Ir000 rRWE eY1.Ow0. laa AlleQl 91AFJ1a lRl ] Y9aMUY ANCHOR SPKNGS AJIp IaN•ilA, O]GC DE.T+V.cE ARE RWaN1Ep ON ni5 •mMam.0 IOn,w,l, tKa) 3 SLT4DIAF I,M E0. LESS 1WW YgKATFa ON R0.,�.1 j—e.a,•. e.• Pn) l^ SCHEDULE RF9,CE AIAYgR BPAFAIO /f INARPLi1M(. a'KarD SIaxIN ON SCTQDIAE AWL V (IOi RICIOR sY M FOLLOWING FACIaRB FOW THIS x oP17bLiaK ro � POSSIBLE REDUCED-- rKac aeOIAIEa IISY,O FACTOR awu NOT- K 1E45 TIWII I.MRAI sPAn,c PlaIrJITEp rot EACH Nic,na TYPE oN M scHmNc CODE IHEADER 40 env 1 WOOD INSTALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES _1/4•9 TAPCON a e• O.C. - , a•a TAPCON a e• o-c. W/`= t/1' MN. THREADED - � t i 2' MIN. t11WEA0EC PEMETM AT iION PENETRATION Al MOOD HEADER .� t ' I/x' , ,/a. I ! Y 1 , W000 HEADER �.• - Ym, ,)I WOOD MASER _ 4M. REOuftF.D REONRED A ,e,, XPARn10N to aKs ' (gff SCIKD,AE plt3tlNp pN ENE[T te) IA,. WAp1X1N •L• �, O1A55 -" ro aT.§s PANEL LENGTH PANEL LENGTH EXISTING � ON a+FEt ,9),a) I ISLE IgiC 1 BELOW) - (SEE NOTE , BROW) ) 1YW NUT / t e {7JJ _ I E0 � 6• EO � ED 1 1 2'a4' WOOD PLATE /e ]/]2' WAG NU 2'N' VWW PLATE ,- 7/6'9 K J/]Y WINO NUT RE01RRE0 � 1YASNER O e +/a' O.C. READ WASHER a (BEYOND) /14-70 PANELKNft PLUS /14-50 PAIIELLAAii e 6 7/4' O.C. W/1 �/e' - O 6 1/4' OC, w,- Yw. THREADED NE1RA710N Mw. THflE'/1�0 PENETRATION AT M101KIDTH OF PULE .�.. .... _. __. �. � .. AT IIIDWIOiN a PLATE , - �ALL/M1IOryU�NpTALIN•PGELEI�NS�i�ATIylAT10N • RIIi�JYOLL6aLLL...SO>0. N\,la\NMFFNNµ /� A REGULAR PANEL N`N � P- tit(�lN'ki, Q a IFE cAFETy PANEL SCALE ]/e'-i• SCALE s/B•=T' •:: �, E FLORIDA BUILDING CODE NI h Vefoelt Nurricone Zone 3 �N]Al1ON5 ARE ONLY Yµ,O FOR 81AU7NJG5 WITH AS.O. DESIGN LOADS g :' No 441fi7 20 GAGE GALVANIZED STEEL STORY PANEL y�fP w,., UP to +SS.S, -72.0 PST AND INVEL'S LENGTH M TO 9'-e' ATEOE- T /r BAL PROTECTION PRODUCTS 11C. x FOR IE,V WOOD FRAME CONSTRUCTION: 1Kppp MEMBERS 10 BC SOUTHERN ? 4 ' twoamw . t e (r E Y O INS. � S.W. a, �� F t4R PINE N0. x, w/ SPECIFIC DENSITY a 0.55 ,M EIRNL 'y9OF: •, OAIO , ! LXIYFAKY OVAL f1 JJau tc ww W. >. F,K, rwhww wA\aL n. M,w „Nwc IvsrM9/-Tana, rK: tna)elr-9797 20-176 't� SS N••• E � ,w.Talm_,al :pram-,sn N///N/1 I4INIM 56A\/a4NR,aE/Oaft CA-OOp6719 awalYl W DRIAF,F a' aDIiER A iUn W.. P£ aQT a O M PANELS PANEL OR 1/4 3'/24 ti (SEE NmE : eE.EM7 4 e/ a rp t'/24 4'/24 FaR ro,lcl¢Tt A'oloas: � (s¢ KOIE x eEi010 ]' 2'/24 ► t'/24 � a 'S PE•Itw vxy1R p�(a¢ ,Calf J ena.) OONC,RIE 4,CHORS lrLr.7 3' Yw • EACH � t-] SLMaD1F ON 9iC7 x$ tall R000 aORPv J'-� � • �- -',. 1' Yn, 1 as SEE a¢TgrS al aKEY N Ma.. � x (RE 50®LLt OI SNut Bat �i ! I I i I •' i I 4i; I ! I •I i I I � I I I i 1 I I i i f I i i I I I I I T Itrt�.T..l..,-rl 6ex•L• - - i1 abx•L• (MRWOw PA,gLI I (RIt[Rt0•F P.vAT)I (TNl[RIOk PANp) ; (Do PANa,) .- • _.,�TPANED � � ) (9tTERUl1 TPAIEI,) r (YiTEMOR P ) (wTEgpR �P I) I I (E7A1 RiwRJ I, ESQ Nat[ i I. . 3.4 IRLOw SET NOTE x. >. IIF10w sa ND7(Y J, a e¢Dw +SEE Nf)IE . ..BELOW w I I' ,T t' � I I I I (t♦ I I ! i t el I I I '' �� i ! 1 a. I l I I ! � I I I I� 4 I �� I (� i� i 1� � (� III � j � .OPRAMELS TYPICAL E II, i j �•' j.� III 1. im PA�T�Ls „// _1 I Irl I I4�h 11 l! E;,��_�I_�.Dx l ao X •L• I T t ( 1 1 Y I�;�TI l�1 I .. I [1LJtj� � I t_J j I I I{ 1 7 i 1 i Ii I I I 11 i I I• l � I j+ SET NOTE ! irtLQIP 'JOY, ] PANELtp7E FTIP.) CONCRETE ANc+aRs. sa Law ------,r— ,• Mn SGEONE W. S,IQT 7a: FOR wd1D ""....1'... L�n MAY LOCATED, 1/S• 1 1/Y �� T�)iION .$EL Hart J O ® �. O sTE stLTWN6 ON sNEn ja MiER1l1R BMR �i wJ r#I w/ ta' • tA5( PµR� 10 8E INSTALLED AT F/lCN � UST PANR oT TO BE WSTALLED AT EACH aPEFWL µR4Y3 eE PROVFR:O w/ OPENING SMATYPICAL E IF TO .am OF LL µMAR SE PRONpEO W/ RCM fNI1DLE 70 FAC41rAft R/STNLA>gN REM HAMLE 10 FACILITATE INSTNU110N 1KCD� INSTALLED FROM E—Z HANG - ,r a1,FNDED to � INSTALLED FROM tlrA1E �• - o< s+RucTURE E—Z HANG �iORY PANEL SYSTEM ' - 1/4- GAP -I- ( aR©wf 9R r/e©•� 1 SECTION A —A SECTION B—B �'OtloYn.ANniDs) n0" tIOME a/La- . ,• � - ttdlE A/]e• _ ,- LDiFS.. (1) OEFMITION a SERIFS 1000: E - 2 ,(ANC STORM PANEL SYSTEM CONSISTING a PANEL f�9rR TRACKS AT TDP k PANELMAIF PLUS OR 75' LONG (I), plFMrjQtLpE.KrR,Fe De»A, E - I iMJ+G 5NkM PANEL SYSTEM CONSISTING OF PANEL (2JAT BOTTOM W/ PAtEELWTES. Cont. TRACKS TOP ! BOTTOM. (2). ENO PANELS SHALL ALWAYS BE CONNECTED 7p EM,Sj'INC SILL Wµ4 BY MfAN5 a (2) � PANELS saW,1 ALWAYS BE CONNECTED TO BOTTOM TRACK, OTHERWISE A STOP BAR PANELW.tE4 OR, W USED .p(M TLONG '(Zl)I TRACx Ai 80TTOM, ENO 8 SHNL BE PROVIDED AT TOP OF SUCH PANELS SHALL 8E CONNECTED TO (2) wf h20A3f47/ WwG Kif OR 1/ a'h2A3 Mn,. M1'UK,BSCREW NtTO TAPPCD �EkCfPi AS (J) K END PANEL$ NEE CONNECTED TO BOTTOM TRACK, CO,KNECt;IN: SIW1 CONSIST OF DESCRIBED ON i10TE (J) e-20,]/a' K5. w 7/8'9x3/]2' mflO NLR OR I/a'a] a• Nin. rrWBSCREW W7p TAPPED BOTrOY 7�K LOCATION a FASTENERS WY BAT EITHER of TWO (]) FOR CASES WHEN END PAWLS ARE USE JOINTLY w/ IS' LOnG TWCAL(,�al AT EXTFRWR FLAT FIANCES a END PANEL �OM BUT END PANELS ARE FWT CONNECTED TO HOTiOM tRACx (2) �C Sapp (3Kp e SHALL BE FRONDED AT SOP OF SUCH PANELS (.) M CASE T/M7 END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR (a). FOR ttbTAL1ATpN5 WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY K ONLY USED AT TOP) AT LEAST T1Y0 PAFEL$ S1NLL BE CONNECTED iD 807[WJ TRACK MOUNTED TO EXISTING SILL WALL B�ME4/S OP PANEWAIES, ONE INTERIOR i]$RLG SPECS INDICATED ON NOTE (3) ABOVE.. w SUCH CASE, CONNCCnOA OF PANELS WY BE USED JOINTLY W/ TRACK (2) Ai BOTTOM ATtACNNIO BOTTOM TRACK TO WAIL TO BOTTOM 1RKN MAY OCCUR At ANY PANEL laGR01V. W/ TWO PANELANTES FOLLOWING NG St10WN OH ELEVAnON AND W 3 ,/2• (5) SEE SECTION t', J' k � ON SHEET 24- SEE ANCHOR SCHEDULE ON SHEET 25. KGn. EDGE DISTANCE. FOR THIS CJISj. IMERIOR PANEL USED J06RIY taJ � OpES "'Alp �71( N� ENT � {�E LEFT k Rt0/Ff SIDE Of (A2i)7ENSf1lQARLI.PANR)$NA�O p P�'1�.. •.••••.1/r TNfxt ovF7aws RETAwEa BY �. '� FLORIOA BUILDING COOS N WIooH Nurrleone Zone �. N0.4 167 i s Pt0'0 ntEca' "c 20 DACE GALVANIZED STEEL STORM PANEL STAY OF ORAL PROTECTION PRODUCTS, LLC. a'/'n070 IL ECOiIIt art: IS��''• F(0 IDP '�� Lem s. s, sT1m a a. 7w, waM e,woYJ ,. >va wWlw. (Pa,MM-Ta,q rNl (NA)YF9/97 20- 176 N//NINII 4Rta�a siN,/awgrtKw/gR u-oPoa7,a «r a.... A,P pNwwp w,. PRLTFR A TRLD Al., P.E e.E/ v a N INSTALLATION DETAILS FOR OPTION �12 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES wra' TAPCON ANCHORS 1/4• TAPCON ANCHORS O 9' O.C. � 9' O.C. Po11RE0 cCRKRLTE _ POURED cpHtaETE I�KouN CONCRETE &.OLIt 1 _ CONCRETE etoai' 1 - ifgc I i I ice" -1 Eo• � ED• i 1 I eQ11R5 1 PT ,qn EXt5Tl!Y,y � � EXISnyy.•,j , ' %' w f.•:-ins• ss ~ R \K"V o\var • 1 � I i CONCRETE ED• i _ II,4-10•a P/WEJM7E PLUS r/ -_.7/6'a Waa3 NUT WASHER O.C. POURED CONCRETE OR BLOCK REWIIftO S�jj� SA 0 REGULAR PANEL SEE A4E7 19 • xD FOR ARCIWRS TYPE • �� T1'I�i Y•ANIG FOR ,IASTAMNWI6 Afro e000 FTINi e11fLAID- IaA MRf,01 M,01e PW ] ] YNMW ANCHOR 9PKw03 AND ,aW,IW MNn1, lk) J ] [DOE pa7ANOE ARE WDKAl19 ON I,aS "NMaaAYM ecTeUtAE FOR ta..Ess THAN PtaCAi[p ON P. \1si p,.rr !rN DAI s i In slXIDIXE REG1[S ANCHOR SPACING ev NNTIMYea SPACING SHOWN ON SCHEDULE AeAK Ei (YY a01� Oa,'18e M M FOLLOea1G FACTORS. FOR TMS ]a o1nNTldr TO BC PossaLe ,xallLm- sPAcaic aeRwlEa ,Lx9F iCiOR swL Itar , ,n- - BE LESS tr\w YYWVY 4PKfIC INDICATED FUR FACN 4tJ1aR TYPE 9N tNB SCIEOIAE ]" Ea• 10-0PANFJANtt PLUS w/ . ]/]y wwc MR WASHER (BEYOND) POURED CONCRETE OR CONCRETE BLOCK RECKONED WA MOUNTING INSTALLATION SEI,TION SB A IJFE PANEL FLORIDA LENGTH GENE)?AL NOT6Se VALA E-z 41ANES STORY PANEL SYSiEL 1 E-Z HANG S1tDR4 PANEL SHOWN ON THIS PR001JC'f EYµLNTIWt DOCUMENT (FED.) HAS BEEN VERIFIEi) FOR COMPLIANCE IN B Ij NNAMUY EMBEDMENT a TAPCON ANCHORS AftO PANEUAAtE FEMALE N ! PANfIA47E PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7tA ED,1WIt) a THE FLORIDA BUILDING COOf. 81.QCK SHALL � , ,/a' DES" WRW LOADS SwLL BE CETERMINEa AS PER SECTION 76200E THE ABOVE YEMIONED CODE, 82) •WiDA1M EMBEDMENT OF t/a'e X 7/e' GLX-QI ANCHORS SHALL BE IS 7/8' IMO CONCRETE. FOR A WIND SPEED AS REQUIRED BV THE JURISDICTION WHERE 71+E$£ SHUTTERS WILL � INSTALLED AND NO EMBEDMENT INTO ANY iRtlSH WikRNL SMALANCHORS L BE PERMITTED. FOR tt , A RitECTgNAL1. F KIIwO. 7- AN NOT ! ACTOR 65 USING ASCE 6 D SHALL EXCEED THE MAXIMUM AS.D. i 9- 4 20 S$ SIDEWALK BOLT5 USED 51La11 E 1 FINISH 11E51ON PR RA / B LONG EPgUGN SIOULD ANY NISH WRANL E7(IST TO PRESSURE 71N(S INDICATED UII SHEETS 23 ! 26 ENGAGE ]/a' IMO ANCHORS. Di ORDER TO VERIFY THE ABOVE CQNGRON, UL7tiAlh DESIGN WOW LOADS DETERMINED PER ASGE J-,e SMALL � FIRST REDUCED TO ASO. aE51GN WRB] LOADS BY MULTIPLYING THEM BY 0.6 w ORDER 70 5.37 w CASE THAT PRECAST' STONE, OR PRECAST CONCRETE PANELS BE FOUND ON 7FE EXISTING *AU- To COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS MdGhD ON SHEETS 25 k 26. ANCHORS SNAIL BE LONG EIVOUGN TO REACH THE MAIN 5'RtA:rURF BLNwO St1CN PANELS. ANCHORAGE SMALL BE AS MF7lnONCD w B.1) AND W B.1]. IN ORDER TO VERIFY THAT COMPONETtTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33x INCREASE w µLa1YABLE STRESS FOR WIND LOADS WAS � USED w TNERt ANµT'Sl$ FASTENERS SWING TO WOOD HAS BEEN _ DETERAwf[p IN ACCORDANCE WITH N.D.S. 2tT1S. ([) 4ATIUFACTLIRER. BE WALLED FALLOWING µL OF THE RECOMMENDATIONS AND SPECIFICATIONS a THE ANCHOR'$ STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED M ACCORpMICE VAIN SECTION 1e26 OF THE ABDYE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. A5 PROTOCOLS TAS-201, 11 n STMIl BE THE RESPOt15T80.1TY a THE CONTRACTOR TO VERIFY THE SOUNDNESS a THE STRUCTURE WHERE $HLlITEP TAS-202 AND TAS-203. R TO � ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER 311N1 ONLY BE ATTACHED TO CONCF$Tf. BLOCK OR w000 FRAME BUILDINGS. I nrl$ SYSTEM IKAS BEEN DESIGNED 10 BE INSTALLED ON TI/E OUTSIDE OF THE OPENING ACCESSING 'M OPENING FROM THE INSIDE W/O THE USE a A LADDER OR Ut-f THIS NTPiIGTRRt IS YµW WHEN INSTALLATION 1$ INTENDED TO BE PERFORMED 12 THE WSTAW710N COHRtACiOR IS 1p SEAL/CAULK ALL SNVRER COMPONENT EDGES WtRC11 REMAIN w CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING ID PREVENT NTNO/KAKI wTaUS10/t. GUIX AND SIX SHUTTER TRACKS ALL AROUND iULL J. SOtffS 1000 INSTALLATION 1$ APPl1CABlE t0 SwCIE AND DOUBLE H,/kG STYLE IYtN00W3 WHEN INSTALLATION IS REQUIRED ,O BE PERFORMED FROM THE INSIDE OF STRUCTURE. 13. St01tM PANEL tN5TAl1A7I0N SHALL COMPLY WITh SPECS wpGhO M THIS ORAWMNG T'L,JS AM BUILt]INC AND 20WNf. REGULATIONS PROVIDED EK THE JURISDICTION WHERE PERMIT IS APPLIED i0. <. SCALES 2000 IN5IALLAYgN IS APPLICABLE ip SINGLE AND DOUBLE HUNG AND HORIZONiN SLiDF.R3 STYLE WINDOWS WHEN INSTALLATION S REWIRLD TO � PERFORMED FROM THE INSIDE OF STRUCTURE, IA Al1.UM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SKTFL'" IS PW70R IFE1Ceq. 5. µl ALUMINUM EttiRUS101F3 TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) ,D (R) THIS PRODUCT EVALUATION DOCUMENT (P.EDJ PREPARED H1 7,Ks ENGINEER LS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.P. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED 8. µ1 AI.uMwUu SHEET METAL USED At CLOSURES SHALL HAVE J,OS-His AL(DT. (bj CONTRACTOR TO BE RESPOFiSTBLE FOR THE SELfCTWN, PURCHASE AND INSTALLATION INCLUDING LOFT SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL OUN.RY STEEL AS1M A-833 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PE.O. FRONDED HEJSNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/iy_ 58.5 Kai {AFTER ROLLED). MIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, e ALL SCREWS TO 8C STAINLESS STEEL JOi OR 316 N9 SERIES OR CORROSION RESKTMT COATED CARBON STEEL A5 PER DIN (c) THIS PRODUCT EYA,.UAtKw DOCUMENT Wi1L BE Ca/51pERf,O tNVAUp K MOdF1ED. 500,8 w/ 50 b, YIELD STRENGTH AND 90 Ka: TENSILE STRENGTH k SHALL. COMPLY N/ FEOMD• BUILDING CODE SECTION tat t.S.].i (e) SITE SPEC" PROJECTS SHAM. BE PREPARED BY A FLORIDA REG!5(ERED ENGRIE£P, d+ ARCHITECT w,tKN MILL S BOLTS TO 8E ASTM A-307 GALVANIZED STEEL., OR AKi 304 SERIES SiNNlESS STEEL. WITH 36 b. 4w,4w Y(pA STRENGTH SEC ME TIE ENGINEER a RECORD (E.O.RJ Tat THE PgpJECT AND wN0 wnt K RESPONSIBLE FAR THE PROPER USE OF THE P.E D. ENGINEER a RECORD, ACTING AS A OFLEt)A1FD ENGINEER TO THE P.E.D. ENGINEER, SILLLL 10, ANCtrORS TO WALL SrMJ.L BE AS FOLLOWS: SL18A11T TO THIS UTTER THE SHE SPECRTC DRAWINGS FOR REVIEW (A) TO ELOstYtG POURED �u [�Rcrr. (A) THIS PEA. SHALL BEAR THE DATE AND aOGiNµ SEAL AND SIGNATURE a THE PROFESSIONAL ENGINEER OF - 1/4'9 TAPCON ANCNai5 AS MANUFACTURED BY I.TW eUILDEX. INC (41N 1'cs]t92 ali.) RECORD THAT PREPARED R - ,/a' R K 7/e' CALK-w ANCHORS, AS MANUFACTURED BY DEWUT INC (WN f'f:-]ODD D.f.:.) +B. STORM PANEL MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION AT 510RY PANEL iN - /li-tp PAIEUMTE FEMALE IO ! PANEUNh PLUS ANCHORS. AS 4ANUFA.CTUREO BY ELCO tONSTRIKRiMt PRODUCTS ACCORDANCE VRTN SE(:110N 7709.9.5 a FLORIDA BUILpING CODE ONE LABEL S7L\Il. BE PLACED FOR EVERY OPEfNNc (f'c-]350 D.f.i) LABELING TO Ca11PlY WITH SECTION , 709.9.2 a THE FIORtDA BUILDING CODE AI) MINIMUM EMBEDMEM a TAPCON ANCHORS INTO POURED CONCRETE SHAH BE t S/a' AND 2' FAR P,WFWAh FEMALE IO ! PANELANIIE PLVS. Ax) MINIMUM EMBEDMENT OF 1/1'e Y 7f6" CALM -IN ANCHORS SHALL BE IS 7f8' !tiT0 CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL a PERMITTED ,/� ANCHORS. � SIDEWALK BOLTS USED SHALL HE LONG ENO(lCi1(SHWLD ANY FINISH MATERIAL fK15,) i0 ENGAGE J/+" WIIaM,NN rcft A„T/(4NN A]) IN CASE TINT PRECAST STONE. PRECAST CONCRETE PANF15, OR PAVERS BE FWNO ON TIE Ex15TtHG WALL OR BOOR, ANCHORS SHALL BE. LONG ENOUGH TO REACH THE MAIN STRUCTURE BENINC SUCH PANE!_S, ANCHORAGE SHALL �:' •`�GENS` •" '� . � AS MENiINEA IN A1) AND RI A2).. _ � ••'•. (B) To GLOBAL Eslsrl� EONS BL R � : g . • No. 44167 _ - ,/a' a TAPCON ANCHOR$ AS MANUFACTURED HT I t w BIAIDEx. INC - FLORIDA BUILDING CODE NI h Velocity Nurricone Zone - 1Ja' 9 x 7/8' CAD( -IN ANCIWRS, AS MWUFACfURED M DEWILY INC (Pm-150O psi) Q•, F .,s ,W09F ntEoo. K rP - /la-tp PAhEL.ANh I-f/AA(i 10 AND PANRWTE PLII$ ANC/IDRS. AS MANUFACTURED BY ELCD CONSTRUCTION 20 CAGE GALYANLiEO STEEL STORM PANEL mwY97 PRODUCTS (rm-2O71 p..i) - ''"' A,K PRGTECTION PRODUCTS, LLC. airoyi010 T� E SIF O IMC aw .. s ,r Yaw ew,w n M,M P„OIL 19aryr-Taa n,E: (a.)fea-s797 20-176 PI, IIµ/A}N,Ulaf011[ _ ORYNIR 1b. G-ORbFi,t w,ata A iAiR #.. P£ Au n-w ii+6T awn aI or nT INTO POURED CONCRETE OR ,..CONCRETE BLOCK .tl01ArD�-1 „ lM Law AYOeK d >'an,. � waPrD l� p AIOOIS b IA"enp o � pa �,IwlmMa ._.� (---• �'."ec n � �p� -(a--� J•-- �m.nwn ,L� R I _I 4 cYr ]t . DEW ,• O 1 ,a,• ara xRN 3 aaowJ b 8 4 1 I 1 1 LSCALE 3/W.I' L 7N"�' I I/rT.ta 1 twc t1n 1 r ttC Sc4mIaE j 8 -` �J"� ------Ili ! I )Kry'Y,i )t' I �q MMN",ONn 1 ,,.y_tpJ/.• •yy �C'Ypw Motn ro ro 4k6. ; Wi.]/J71.i'/ F. , ,W w sEPAMtWK t I FYER,' �� 1MIa YUF�� HW 1 FO pVSa. 1 ■ y I ! 1 y� E ie ,dj 1 1mt� ,.. I 1 �� • 1 I 1 no" I 'Lti)ICIE,E DE..—/ 0 1 I j I et9cA I. » I IXaaXwW ; I - 1 I —E I,A-p PNaYm 's. L ti/-R]d�/ • Yf Y,7�, iitf aaYll OVu - I I I wuIED l ._-to--«---ea— 'u' � ! WALE AND DIRECT YOUNT!NG INST_ ,el � .—/n � YOUNI1NG MIST I SECITON 2' I s � ( I �J I t tc� tp�' 1 SS SfH[dAf /r.-rauH' 7t0 � 9FP/MTr + r�aaYl�aar/ 7 1 ro QA6S 1 iMa Nir e Q � 1 Ivur oAJW i� t 1 � 1 �$ 1 I � /r toayr• rs Px,Oor w/ T/awpr uw, son ,Alfa ,p+rFm/. ltawm e� a�ruclL wKAOIr� " w�Kt a aAf a waL7 ») � 1 I 1 1 1 I i , 1 1, � Q � SCALE J/b-,' FLOOR TO CEILING MOUNTING INST. >IlJILD-OUT YQUNTTNG ttVSt. scALE ]/e.,• B SECTION 3' SECTN91! 4 �L�%o.�.• �L wYE 3/e-1. O SEE FPmnnnats �,O ,elo:AfrllENra roR SCALE 3/8-1' Ulf tti Mp (j} Ai iM' K q NLaLH,LFI/FNNfFH i.!1 (a wm . q n ® N,I[CI$IiI To TRwn�` aR aA ,1><El A. `„/ A etaEn I.(LS�Ttl RBTA,LYWY iWE aN ale* y F ��. \CENst• ✓� 8 No. 44167 �..,•_ :. FLORIDA BUILDING GOOF N Q eDiw°Airr�wT °i'o sw�r ,di • _ a RIsrALLAuoN. P:aao nTEm, Fc © s �'•- STATE OF 20 GAGE GALVANIZED 5TEE DETAIL t L—.i____1 E.v . tacL ay.Nct �'• F 4r Cn sLT wawss eN SCALE ,/r . ,• vlEw�: GLOBAL PROTECiTIDN PI N N s —Cu N �- O O ^^11 O O O O W .� � `v O 0 Z z w N �VCU O U O U '� LLI Q Z Z Q /•J SHEET N0. SH 1.2 CODE IHEADER 40 env 1 WOOD INSTALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES _1/4•9 TAPCON a e• O.C. - , a•a TAPCON a e• o-c. W/`= t/1' MN. THREADED - � t i 2' MIN. t11WEA0EC PEMETM AT iION PENETRATION Al MOOD HEADER .� t ' I/x' , ,/a. I ! Y 1 , W000 HEADER �.• - Ym, ,)I WOOD MASER _ 4M. REOuftF.D REONRED A ,e,, XPARn10N to aKs ' (gff SCIKD,AE plt3tlNp pN ENE[T te) IA,. WAp1X1N •L• �, O1A55 -" ro aT.§s PANEL LENGTH PANEL LENGTH EXISTING � ON a+FEt ,9),a) I ISLE IgiC 1 BELOW) - (SEE NOTE , BROW) ) 1YW NUT / t e {7JJ _ I E0 � 6• EO � ED 1 1 2'a4' WOOD PLATE /e ]/]2' WAG NU 2'N' VWW PLATE ,- 7/6'9 K J/]Y WINO NUT RE01RRE0 � 1YASNER O e +/a' O.C. READ WASHER a (BEYOND) /14-70 PANELKNft PLUS /14-50 PAIIELLAAii e 6 7/4' O.C. W/1 �/e' - O 6 1/4' OC, w,- Yw. THREADED NE1RA710N Mw. THflE'/1�0 PENETRATION AT M101KIDTH OF PULE .�.. .... _. __. �. � .. AT IIIDWIOiN a PLATE , - �ALL/M1IOryU�NpTALIN•PGELEI�NS�i�ATIylAT10N • RIIi�JYOLL6aLLL...SO>0. N\,la\NMFFNNµ /� A REGULAR PANEL N`N � P- tit(�lN'ki, Q a IFE cAFETy PANEL SCALE ]/e'-i• SCALE s/B•=T' •:: �, E FLORIDA BUILDING CODE NI h Vefoelt Nurricone Zone 3 �N]Al1ON5 ARE ONLY Yµ,O FOR 81AU7NJG5 WITH AS.O. DESIGN LOADS g :' No 441fi7 20 GAGE GALVANIZED STEEL STORY PANEL y�fP w,., UP to +SS.S, -72.0 PST AND INVEL'S LENGTH M TO 9'-e' ATEOE- T /r BAL PROTECTION PRODUCTS 11C. x FOR IE,V WOOD FRAME CONSTRUCTION: 1Kppp MEMBERS 10 BC SOUTHERN ? 4 ' twoamw . t e (r E Y O INS. � S.W. a, �� F t4R PINE N0. x, w/ SPECIFIC DENSITY a 0.55 ,M EIRNL 'y9OF: •, OAIO , ! LXIYFAKY OVAL f1 JJau tc ww W. >. F,K, rwhww wA\aL n. M,w „Nwc IvsrM9/-Tana, rK: tna)elr-9797 20-176 't� SS N••• E � ,w.Talm_,al :pram-,sn N///N/1 I4INIM 56A\/a4NR,aE/Oaft CA-OOp6719 awalYl W DRIAF,F a' aDIiER A iUn W.. P£ aQT a O M PANELS PANEL OR 1/4 3'/24 ti (SEE NmE : eE.EM7 4 e/ a rp t'/24 4'/24 FaR ro,lcl¢Tt A'oloas: � (s¢ KOIE x eEi010 ]' 2'/24 ► t'/24 � a 'S PE•Itw vxy1R p�(a¢ ,Calf J ena.) OONC,RIE 4,CHORS lrLr.7 3' Yw • EACH � t-] SLMaD1F ON 9iC7 x$ tall R000 aORPv J'-� � • �- -',. 1' Yn, 1 as SEE a¢TgrS al aKEY N Ma.. � x (RE 50®LLt OI SNut Bat �i ! I I i I •' i I 4i; I ! I •I i I I � I I I i 1 I I i i f I i i I I I I I T Itrt�.T..l..,-rl 6ex•L• - - i1 abx•L• (MRWOw PA,gLI I (RIt[Rt0•F P.vAT)I (TNl[RIOk PANp) ; (Do PANa,) .- • _.,�TPANED � � ) (9tTERUl1 TPAIEI,) r (YiTEMOR P ) (wTEgpR �P I) I I (E7A1 RiwRJ I, ESQ Nat[ i I. . 3.4 IRLOw SET NOTE x. >. IIF10w sa ND7(Y J, a e¢Dw +SEE Nf)IE . ..BELOW w I I' ,T t' � I I I I (t♦ I I ! i t el I I I '' �� i ! 1 a. I l I I ! � I I I I� 4 I �� I (� i� i 1� � (� III � j � .OPRAMELS TYPICAL E II, i j �•' j.� III 1. im PA�T�Ls „// _1 I Irl I I4�h 11 l! E;,��_�I_�.Dx l ao X •L• I T t ( 1 1 Y I�;�TI l�1 I .. I [1LJtj� � I t_J j I I I{ 1 7 i 1 i Ii I I I 11 i I I• l � I j+ SET NOTE ! irtLQIP 'JOY, ] PANELtp7E FTIP.) CONCRETE ANc+aRs. sa Law ------,r— ,• Mn SGEONE W. S,IQT 7a: FOR wd1D ""....1'... L�n MAY LOCATED, 1/S• 1 1/Y �� T�)iION .$EL Hart J O ® �. O sTE stLTWN6 ON sNEn ja MiER1l1R BMR �i wJ r#I w/ ta' • tA5( PµR� 10 8E INSTALLED AT F/lCN � UST PANR oT TO BE WSTALLED AT EACH aPEFWL µR4Y3 eE PROVFR:O w/ OPENING SMATYPICAL E IF TO .am OF LL µMAR SE PRONpEO W/ RCM fNI1DLE 70 FAC41rAft R/STNLA>gN REM HAMLE 10 FACILITATE INSTNU110N 1KCD� INSTALLED FROM E—Z HANG - ,r a1,FNDED to � INSTALLED FROM tlrA1E �• - o< s+RucTURE E—Z HANG �iORY PANEL SYSTEM ' - 1/4- GAP -I- ( aR©wf 9R r/e©•� 1 SECTION A —A SECTION B—B �'OtloYn.ANniDs) n0" tIOME a/La- . ,• � - ttdlE A/]e• _ ,- LDiFS.. (1) OEFMITION a SERIFS 1000: E - 2 ,(ANC STORM PANEL SYSTEM CONSISTING a PANEL f�9rR TRACKS AT TDP k PANELMAIF PLUS OR 75' LONG (I), plFMrjQtLpE.KrR,Fe De»A, E - I iMJ+G 5NkM PANEL SYSTEM CONSISTING OF PANEL (2JAT BOTTOM W/ PAtEELWTES. Cont. TRACKS TOP ! BOTTOM. (2). ENO PANELS SHALL ALWAYS BE CONNECTED 7p EM,Sj'INC SILL Wµ4 BY MfAN5 a (2) � PANELS saW,1 ALWAYS BE CONNECTED TO BOTTOM TRACK, OTHERWISE A STOP BAR PANELW.tE4 OR, W USED .p(M TLONG '(Zl)I TRACx Ai 80TTOM, ENO 8 SHNL BE PROVIDED AT TOP OF SUCH PANELS SHALL 8E CONNECTED TO (2) wf h20A3f47/ WwG Kif OR 1/ a'h2A3 Mn,. M1'UK,BSCREW NtTO TAPPCD �EkCfPi AS (J) K END PANEL$ NEE CONNECTED TO BOTTOM TRACK, CO,KNECt;IN: SIW1 CONSIST OF DESCRIBED ON i10TE (J) e-20,]/a' K5. w 7/8'9x3/]2' mflO NLR OR I/a'a] a• Nin. rrWBSCREW W7p TAPPED BOTrOY 7�K LOCATION a FASTENERS WY BAT EITHER of TWO (]) FOR CASES WHEN END PAWLS ARE USE JOINTLY w/ IS' LOnG TWCAL(,�al AT EXTFRWR FLAT FIANCES a END PANEL �OM BUT END PANELS ARE FWT CONNECTED TO HOTiOM tRACx (2) �C Sapp (3Kp e SHALL BE FRONDED AT SOP OF SUCH PANELS (.) M CASE T/M7 END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR (a). FOR ttbTAL1ATpN5 WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY K ONLY USED AT TOP) AT LEAST T1Y0 PAFEL$ S1NLL BE CONNECTED iD 807[WJ TRACK MOUNTED TO EXISTING SILL WALL B�ME4/S OP PANEWAIES, ONE INTERIOR i]$RLG SPECS INDICATED ON NOTE (3) ABOVE.. w SUCH CASE, CONNCCnOA OF PANELS WY BE USED JOINTLY W/ TRACK (2) Ai BOTTOM ATtACNNIO BOTTOM TRACK TO WAIL TO BOTTOM 1RKN MAY OCCUR At ANY PANEL laGR01V. W/ TWO PANELANTES FOLLOWING NG St10WN OH ELEVAnON AND W 3 ,/2• (5) SEE SECTION t', J' k � ON SHEET 24- SEE ANCHOR SCHEDULE ON SHEET 25. KGn. EDGE DISTANCE. FOR THIS CJISj. IMERIOR PANEL USED J06RIY taJ � OpES "'Alp �71( N� ENT � {�E LEFT k Rt0/Ff SIDE Of (A2i)7ENSf1lQARLI.PANR)$NA�O p P�'1�.. •.••••.1/r TNfxt ovF7aws RETAwEa BY �. '� FLORIOA BUILDING COOS N WIooH Nurrleone Zone �. N0.4 167 i s Pt0'0 ntEca' "c 20 DACE GALVANIZED STEEL STORM PANEL STAY OF ORAL PROTECTION PRODUCTS, LLC. a'/'n070 IL ECOiIIt art: IS��''• F(0 IDP '�� Lem s. s, sT1m a a. 7w, waM e,woYJ ,. >va wWlw. (Pa,MM-Ta,q rNl (NA)YF9/97 20- 176 N//NINII 4Rta�a siN,/awgrtKw/gR u-oPoa7,a «r a.... A,P pNwwp w,. PRLTFR A TRLD Al., P.E e.E/ v a N INSTALLATION DETAILS FOR OPTION �12 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES wra' TAPCON ANCHORS 1/4• TAPCON ANCHORS O 9' O.C. � 9' O.C. Po11RE0 cCRKRLTE _ POURED cpHtaETE I�KouN CONCRETE &.OLIt 1 _ CONCRETE etoai' 1 - ifgc I i I ice" -1 Eo• � ED• i 1 I eQ11R5 1 PT ,qn EXt5Tl!Y,y � � EXISnyy.•,j , ' %' w f.•:-ins• ss ~ R \K"V o\var • 1 � I i CONCRETE ED• i _ II,4-10•a P/WEJM7E PLUS r/ -_.7/6'a Waa3 NUT WASHER O.C. POURED CONCRETE OR BLOCK REWIIftO S�jj� SA 0 REGULAR PANEL SEE A4E7 19 • xD FOR ARCIWRS TYPE • �� T1'I�i Y•ANIG FOR ,IASTAMNWI6 Afro e000 FTINi e11fLAID- IaA MRf,01 M,01e PW ] ] YNMW ANCHOR 9PKw03 AND ,aW,IW MNn1, lk) J ] [DOE pa7ANOE ARE WDKAl19 ON I,aS "NMaaAYM ecTeUtAE FOR ta..Ess THAN PtaCAi[p ON P. \1si p,.rr !rN DAI s i In slXIDIXE REG1[S ANCHOR SPACING ev NNTIMYea SPACING SHOWN ON SCHEDULE AeAK Ei (YY a01� Oa,'18e M M FOLLOea1G FACTORS. FOR TMS ]a o1nNTldr TO BC PossaLe ,xallLm- sPAcaic aeRwlEa ,Lx9F iCiOR swL Itar , ,n- - BE LESS tr\w YYWVY 4PKfIC INDICATED FUR FACN 4tJ1aR TYPE 9N tNB SCIEOIAE ]" Ea• 10-0PANFJANtt PLUS w/ . ]/]y wwc MR WASHER (BEYOND) POURED CONCRETE OR CONCRETE BLOCK RECKONED WA MOUNTING INSTALLATION SEI,TION SB A IJFE PANEL FLORIDA LENGTH GENE)?AL NOT6Se VALA E-z 41ANES STORY PANEL SYSiEL 1 E-Z HANG S1tDR4 PANEL SHOWN ON THIS PR001JC'f EYµLNTIWt DOCUMENT (FED.) HAS BEEN VERIFIEi) FOR COMPLIANCE IN B Ij NNAMUY EMBEDMENT a TAPCON ANCHORS AftO PANEUAAtE FEMALE N ! PANfIA47E PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7tA ED,1WIt) a THE FLORIDA BUILDING COOf. 81.QCK SHALL � , ,/a' DES" WRW LOADS SwLL BE CETERMINEa AS PER SECTION 76200E THE ABOVE YEMIONED CODE, 82) •WiDA1M EMBEDMENT OF t/a'e X 7/e' GLX-QI ANCHORS SHALL BE IS 7/8' IMO CONCRETE. FOR A WIND SPEED AS REQUIRED BV THE JURISDICTION WHERE 71+E$£ SHUTTERS WILL � INSTALLED AND NO EMBEDMENT INTO ANY iRtlSH WikRNL SMALANCHORS L BE PERMITTED. FOR tt , A RitECTgNAL1. F KIIwO. 7- AN NOT ! ACTOR 65 USING ASCE 6 D SHALL EXCEED THE MAXIMUM AS.D. i 9- 4 20 S$ SIDEWALK BOLT5 USED 51La11 E 1 FINISH 11E51ON PR RA / B LONG EPgUGN SIOULD ANY NISH WRANL E7(IST TO PRESSURE 71N(S INDICATED UII SHEETS 23 ! 26 ENGAGE ]/a' IMO ANCHORS. Di ORDER TO VERIFY THE ABOVE CQNGRON, UL7tiAlh DESIGN WOW LOADS DETERMINED PER ASGE J-,e SMALL � FIRST REDUCED TO ASO. aE51GN WRB] LOADS BY MULTIPLYING THEM BY 0.6 w ORDER 70 5.37 w CASE THAT PRECAST' STONE, OR PRECAST CONCRETE PANELS BE FOUND ON 7FE EXISTING *AU- To COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS MdGhD ON SHEETS 25 k 26. ANCHORS SNAIL BE LONG EIVOUGN TO REACH THE MAIN 5'RtA:rURF BLNwO St1CN PANELS. ANCHORAGE SMALL BE AS MF7lnONCD w B.1) AND W B.1]. IN ORDER TO VERIFY THAT COMPONETtTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33x INCREASE w µLa1YABLE STRESS FOR WIND LOADS WAS � USED w TNERt ANµT'Sl$ FASTENERS SWING TO WOOD HAS BEEN _ DETERAwf[p IN ACCORDANCE WITH N.D.S. 2tT1S. ([) 4ATIUFACTLIRER. BE WALLED FALLOWING µL OF THE RECOMMENDATIONS AND SPECIFICATIONS a THE ANCHOR'$ STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED M ACCORpMICE VAIN SECTION 1e26 OF THE ABDYE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. A5 PROTOCOLS TAS-201, 11 n STMIl BE THE RESPOt15T80.1TY a THE CONTRACTOR TO VERIFY THE SOUNDNESS a THE STRUCTURE WHERE $HLlITEP TAS-202 AND TAS-203. R TO � ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER 311N1 ONLY BE ATTACHED TO CONCF$Tf. BLOCK OR w000 FRAME BUILDINGS. I nrl$ SYSTEM IKAS BEEN DESIGNED 10 BE INSTALLED ON TI/E OUTSIDE OF THE OPENING ACCESSING 'M OPENING FROM THE INSIDE W/O THE USE a A LADDER OR Ut-f THIS NTPiIGTRRt IS YµW WHEN INSTALLATION 1$ INTENDED TO BE PERFORMED 12 THE WSTAW710N COHRtACiOR IS 1p SEAL/CAULK ALL SNVRER COMPONENT EDGES WtRC11 REMAIN w CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING ID PREVENT NTNO/KAKI wTaUS10/t. GUIX AND SIX SHUTTER TRACKS ALL AROUND iULL J. SOtffS 1000 INSTALLATION 1$ APPl1CABlE t0 SwCIE AND DOUBLE H,/kG STYLE IYtN00W3 WHEN INSTALLATION IS REQUIRED ,O BE PERFORMED FROM THE INSIDE OF STRUCTURE. 13. St01tM PANEL tN5TAl1A7I0N SHALL COMPLY WITh SPECS wpGhO M THIS ORAWMNG T'L,JS AM BUILt]INC AND 20WNf. REGULATIONS PROVIDED EK THE JURISDICTION WHERE PERMIT IS APPLIED i0. <. SCALES 2000 IN5IALLAYgN IS APPLICABLE ip SINGLE AND DOUBLE HUNG AND HORIZONiN SLiDF.R3 STYLE WINDOWS WHEN INSTALLATION S REWIRLD TO � PERFORMED FROM THE INSIDE OF STRUCTURE, IA Al1.UM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SKTFL'" IS PW70R IFE1Ceq. 5. µl ALUMINUM EttiRUS101F3 TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) ,D (R) THIS PRODUCT EVALUATION DOCUMENT (P.EDJ PREPARED H1 7,Ks ENGINEER LS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.P. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED 8. µ1 AI.uMwUu SHEET METAL USED At CLOSURES SHALL HAVE J,OS-His AL(DT. (bj CONTRACTOR TO BE RESPOFiSTBLE FOR THE SELfCTWN, PURCHASE AND INSTALLATION INCLUDING LOFT SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL OUN.RY STEEL AS1M A-833 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PE.O. FRONDED HEJSNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/iy_ 58.5 Kai {AFTER ROLLED). MIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, e ALL SCREWS TO 8C STAINLESS STEEL JOi OR 316 N9 SERIES OR CORROSION RESKTMT COATED CARBON STEEL A5 PER DIN (c) THIS PRODUCT EYA,.UAtKw DOCUMENT Wi1L BE Ca/51pERf,O tNVAUp K MOdF1ED. 500,8 w/ 50 b, YIELD STRENGTH AND 90 Ka: TENSILE STRENGTH k SHALL. COMPLY N/ FEOMD• BUILDING CODE SECTION tat t.S.].i (e) SITE SPEC" PROJECTS SHAM. BE PREPARED BY A FLORIDA REG!5(ERED ENGRIE£P, d+ ARCHITECT w,tKN MILL S BOLTS TO 8E ASTM A-307 GALVANIZED STEEL., OR AKi 304 SERIES SiNNlESS STEEL. WITH 36 b. 4w,4w Y(pA STRENGTH SEC ME TIE ENGINEER a RECORD (E.O.RJ Tat THE PgpJECT AND wN0 wnt K RESPONSIBLE FAR THE PROPER USE OF THE P.E D. ENGINEER a RECORD, ACTING AS A OFLEt)A1FD ENGINEER TO THE P.E.D. ENGINEER, SILLLL 10, ANCtrORS TO WALL SrMJ.L BE AS FOLLOWS: SL18A11T TO THIS UTTER THE SHE SPECRTC DRAWINGS FOR REVIEW (A) TO ELOstYtG POURED �u [�Rcrr. (A) THIS PEA. SHALL BEAR THE DATE AND aOGiNµ SEAL AND SIGNATURE a THE PROFESSIONAL ENGINEER OF - 1/4'9 TAPCON ANCNai5 AS MANUFACTURED BY I.TW eUILDEX. INC (41N 1'cs]t92 ali.) RECORD THAT PREPARED R - ,/a' R K 7/e' CALK-w ANCHORS, AS MANUFACTURED BY DEWUT INC (WN f'f:-]ODD D.f.:.) +B. STORM PANEL MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION AT 510RY PANEL iN - /li-tp PAIEUMTE FEMALE IO ! PANEUNh PLUS ANCHORS. AS 4ANUFA.CTUREO BY ELCO tONSTRIKRiMt PRODUCTS ACCORDANCE VRTN SE(:110N 7709.9.5 a FLORIDA BUILpING CODE ONE LABEL S7L\Il. BE PLACED FOR EVERY OPEfNNc (f'c-]350 D.f.i) LABELING TO Ca11PlY WITH SECTION , 709.9.2 a THE FIORtDA BUILDING CODE AI) MINIMUM EMBEDMEM a TAPCON ANCHORS INTO POURED CONCRETE SHAH BE t S/a' AND 2' FAR P,WFWAh FEMALE IO ! PANELANIIE PLVS. Ax) MINIMUM EMBEDMENT OF 1/1'e Y 7f6" CALM -IN ANCHORS SHALL BE IS 7f8' !tiT0 CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL a PERMITTED ,/� ANCHORS. � SIDEWALK BOLTS USED SHALL HE LONG ENO(lCi1(SHWLD ANY FINISH MATERIAL fK15,) i0 ENGAGE J/+" WIIaM,NN rcft A„T/(4NN A]) IN CASE TINT PRECAST STONE. PRECAST CONCRETE PANF15, OR PAVERS BE FWNO ON TIE Ex15TtHG WALL OR BOOR, ANCHORS SHALL BE. LONG ENOUGH TO REACH THE MAIN STRUCTURE BENINC SUCH PANE!_S, ANCHORAGE SHALL �:' •`�GENS` •" '� . � AS MENiINEA IN A1) AND RI A2).. _ � ••'•. (B) To GLOBAL Eslsrl� EONS BL R � : g . • No. 44167 _ - ,/a' a TAPCON ANCHOR$ AS MANUFACTURED HT I t w BIAIDEx. INC - FLORIDA BUILDING CODE NI h Velocity Nurricone Zone - 1Ja' 9 x 7/8' CAD( -IN ANCIWRS, AS MWUFACfURED M DEWILY INC (Pm-150O psi) Q•, F .,s ,W09F ntEoo. K rP - /la-tp PAhEL.ANh I-f/AA(i 10 AND PANRWTE PLII$ ANC/IDRS. AS MANUFACTURED BY ELCD CONSTRUCTION 20 CAGE GALYANLiEO STEEL STORM PANEL mwY97 PRODUCTS (rm-2O71 p..i) - ''"' A,K PRGTECTION PRODUCTS, LLC. airoyi010 T� E SIF O IMC aw .. s ,r Yaw ew,w n M,M P„OIL 19aryr-Taa n,E: (a.)fea-s797 20-176 PI, IIµ/A}N,Ulaf011[ _ ORYNIR 1b. G-ORbFi,t w,ata A iAiR #.. P£ Au n-w ii+6T awn aI or nT INTO POURED CONCRETE OR ,..CONCRETE BLOCK .tl01ArD�-1 „ lM Law AYOeK d >'an,. � waPrD l� p AIOOIS b IA"enp o � pa �,IwlmMa ._.� (---• �'."ec n � �p� -(a--� J•-- �m.nwn ,L� R I _I 4 cYr ]t . DEW ,• O 1 ,a,• ara xRN 3 aaowJ b 8 4 1 I 1 1 LSCALE 3/W.I' L 7N"�' I I/rT.ta 1 twc t1n 1 r ttC Sc4mIaE j 8 -` �J"� ------Ili ! I )Kry'Y,i )t' I �q MMN",ONn 1 ,,.y_tpJ/.• •yy �C'Ypw Motn ro ro 4k6. ; Wi.]/J71.i'/ F. , ,W w sEPAMtWK t I FYER,' �� 1MIa YUF�� HW 1 FO pVSa. 1 ■ y I ! 1 y� E ie ,dj 1 1mt� ,.. I 1 �� • 1 I 1 no" I 'Lti)ICIE,E DE..—/ 0 1 I j I et9cA I. » I IXaaXwW ; I - 1 I —E I,A-p PNaYm 's. L ti/-R]d�/ • Yf Y,7�, iitf aaYll OVu - I I I wuIED l ._-to--«---ea— 'u' � ! WALE AND DIRECT YOUNT!NG INST_ ,el � .—/n � YOUNI1NG MIST I SECITON 2' I s � ( I �J I t tc� tp�' 1 SS SfH[dAf /r.-rauH' 7t0 � 9FP/MTr + r�aaYl�aar/ 7 1 ro QA6S 1 iMa Nir e Q � 1 Ivur oAJW i� t 1 � 1 �$ 1 I � /r toayr• rs Px,Oor w/ T/awpr uw, son ,Alfa ,p+rFm/. ltawm e� a�ruclL wKAOIr� " w�Kt a aAf a waL7 ») � 1 I 1 1 1 I i , 1 1, � Q � SCALE J/b-,' FLOOR TO CEILING MOUNTING INST. >IlJILD-OUT YQUNTTNG ttVSt. scALE ]/e.,• B SECTION 3' SECTN91! 4 �L�%o.�.• �L wYE 3/e-1. O SEE FPmnnnats �,O ,elo:AfrllENra roR SCALE 3/8-1' Ulf tti Mp (j} Ai iM' K q NLaLH,LFI/FNNfFH i.!1 (a wm . q n ® N,I[CI$IiI To TRwn�` aR aA ,1><El A. `„/ A etaEn I.(LS�Ttl RBTA,LYWY iWE aN ale* y F ��. \CENst• ✓� 8 No. 44167 �..,•_ :. FLORIDA BUILDING GOOF N Q eDiw°Airr�wT °i'o sw�r ,di • _ a RIsrALLAuoN. P:aao nTEm, Fc © s �'•- STATE OF 20 GAGE GALVANIZED 5TEE DETAIL t L—.i____1 E.v . tacL ay.Nct �'• F 4r Cn sLT wawss eN SCALE ,/r . ,• vlEw�: GLOBAL PROTECiTIDN PI N N s —Cu N �- O O ^^11 O O O O W .� � `v O 0 Z z w N �VCU O U O U '� LLI Q Z Z Q /•J SHEET N0. SH 1.2 OR 1/4 3'/24 ti (SEE NmE : eE.EM7 4 e/ a rp t'/24 4'/24 FaR ro,lcl¢Tt A'oloas: � (s¢ KOIE x eEi010 ]' 2'/24 ► t'/24 � a 'S PE•Itw vxy1R p�(a¢ ,Calf J ena.) OONC,RIE 4,CHORS lrLr.7 3' Yw • EACH � t-] SLMaD1F ON 9iC7 x$ tall R000 aORPv J'-� � • �- -',. 1' Yn, 1 as SEE a¢TgrS al aKEY N Ma.. � x (RE 50®LLt OI SNut Bat �i ! I I i I •' i I 4i; I ! I •I i I I � I I I i 1 I I i i f I i i I I I I I T Itrt�.T..l..,-rl 6ex•L• - - i1 abx•L• (MRWOw PA,gLI I (RIt[Rt0•F P.vAT)I (TNl[RIOk PANp) ; (Do PANa,) .- • _.,�TPANED � � ) (9tTERUl1 TPAIEI,) r (YiTEMOR P ) (wTEgpR �P I) I I (E7A1 RiwRJ I, ESQ Nat[ i I. . 3.4 IRLOw SET NOTE x. >. IIF10w sa ND7(Y J, a e¢Dw +SEE Nf)IE . ..BELOW w I I' ,T t' � I I I I (t♦ I I ! i t el I I I '' �� i ! 1 a. I l I I ! � I I I I� 4 I �� I (� i� i 1� � (� III � j � .OPRAMELS TYPICAL E II, i j �•' j.� III 1. im PA�T�Ls „// _1 I Irl I I4�h 11 l! E;,��_�I_�.Dx l ao X •L• I T t ( 1 1 Y I�;�TI l�1 I .. I [1LJtj� � I t_J j I I I{ 1 7 i 1 i Ii I I I 11 i I I• l � I j+ SET NOTE ! irtLQIP 'JOY, ] PANELtp7E FTIP.) CONCRETE ANc+aRs. sa Law ------,r— ,• Mn SGEONE W. S,IQT 7a: FOR wd1D ""....1'... L�n MAY LOCATED, 1/S• 1 1/Y �� T�)iION .$EL Hart J O ® �. O sTE stLTWN6 ON sNEn ja MiER1l1R BMR �i wJ r#I w/ ta' • tA5( PµR� 10 8E INSTALLED AT F/lCN � UST PANR oT TO BE WSTALLED AT EACH aPEFWL µR4Y3 eE PROVFR:O w/ OPENING SMATYPICAL E IF TO .am OF LL µMAR SE PRONpEO W/ RCM fNI1DLE 70 FAC41rAft R/STNLA>gN REM HAMLE 10 FACILITATE INSTNU110N 1KCD� INSTALLED FROM E—Z HANG - ,r a1,FNDED to � INSTALLED FROM tlrA1E �• - o< s+RucTURE E—Z HANG �iORY PANEL SYSTEM ' - 1/4- GAP -I- ( aR©wf 9R r/e©•� 1 SECTION A —A SECTION B—B �'OtloYn.ANniDs) n0" tIOME a/La- . ,• � - ttdlE A/]e• _ ,- LDiFS.. (1) OEFMITION a SERIFS 1000: E - 2 ,(ANC STORM PANEL SYSTEM CONSISTING a PANEL f�9rR TRACKS AT TDP k PANELMAIF PLUS OR 75' LONG (I), plFMrjQtLpE.KrR,Fe De»A, E - I iMJ+G 5NkM PANEL SYSTEM CONSISTING OF PANEL (2JAT BOTTOM W/ PAtEELWTES. Cont. TRACKS TOP ! BOTTOM. (2). ENO PANELS SHALL ALWAYS BE CONNECTED 7p EM,Sj'INC SILL Wµ4 BY MfAN5 a (2) � PANELS saW,1 ALWAYS BE CONNECTED TO BOTTOM TRACK, OTHERWISE A STOP BAR PANELW.tE4 OR, W USED .p(M TLONG '(Zl)I TRACx Ai 80TTOM, ENO 8 SHNL BE PROVIDED AT TOP OF SUCH PANELS SHALL 8E CONNECTED TO (2) wf h20A3f47/ WwG Kif OR 1/ a'h2A3 Mn,. M1'UK,BSCREW NtTO TAPPCD �EkCfPi AS (J) K END PANEL$ NEE CONNECTED TO BOTTOM TRACK, CO,KNECt;IN: SIW1 CONSIST OF DESCRIBED ON i10TE (J) e-20,]/a' K5. w 7/8'9x3/]2' mflO NLR OR I/a'a] a• Nin. rrWBSCREW W7p TAPPED BOTrOY 7�K LOCATION a FASTENERS WY BAT EITHER of TWO (]) FOR CASES WHEN END PAWLS ARE USE JOINTLY w/ IS' LOnG TWCAL(,�al AT EXTFRWR FLAT FIANCES a END PANEL �OM BUT END PANELS ARE FWT CONNECTED TO HOTiOM tRACx (2) �C Sapp (3Kp e SHALL BE FRONDED AT SOP OF SUCH PANELS (.) M CASE T/M7 END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR (a). FOR ttbTAL1ATpN5 WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY K ONLY USED AT TOP) AT LEAST T1Y0 PAFEL$ S1NLL BE CONNECTED iD 807[WJ TRACK MOUNTED TO EXISTING SILL WALL B�ME4/S OP PANEWAIES, ONE INTERIOR i]$RLG SPECS INDICATED ON NOTE (3) ABOVE.. w SUCH CASE, CONNCCnOA OF PANELS WY BE USED JOINTLY W/ TRACK (2) Ai BOTTOM ATtACNNIO BOTTOM TRACK TO WAIL TO BOTTOM 1RKN MAY OCCUR At ANY PANEL laGR01V. W/ TWO PANELANTES FOLLOWING NG St10WN OH ELEVAnON AND W 3 ,/2• (5) SEE SECTION t', J' k � ON SHEET 24- SEE ANCHOR SCHEDULE ON SHEET 25. KGn. EDGE DISTANCE. FOR THIS CJISj. IMERIOR PANEL USED J06RIY taJ � OpES "'Alp �71( N� ENT � {�E LEFT k Rt0/Ff SIDE Of (A2i)7ENSf1lQARLI.PANR)$NA�O p P�'1�.. •.••••.1/r TNfxt ovF7aws RETAwEa BY �. '� FLORIOA BUILDING COOS N WIooH Nurrleone Zone �. N0.4 167 i s Pt0'0 ntEca' "c 20 DACE GALVANIZED STEEL STORM PANEL STAY OF ORAL PROTECTION PRODUCTS, LLC. a'/'n070 IL ECOiIIt art: IS��''• F(0 IDP '�� Lem s. s, sT1m a a. 7w, waM e,woYJ ,. >va wWlw. (Pa,MM-Ta,q rNl (NA)YF9/97 20- 176 N//NINII 4Rta�a siN,/awgrtKw/gR u-oPoa7,a «r a.... A,P pNwwp w,. PRLTFR A TRLD Al., P.E e.E/ v a N INSTALLATION DETAILS FOR OPTION �12 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES wra' TAPCON ANCHORS 1/4• TAPCON ANCHORS O 9' O.C. � 9' O.C. Po11RE0 cCRKRLTE _ POURED cpHtaETE I�KouN CONCRETE &.OLIt 1 _ CONCRETE etoai' 1 - ifgc I i I ice" -1 Eo• � ED• i 1 I eQ11R5 1 PT ,qn EXt5Tl!Y,y � � EXISnyy.•,j , ' %' w f.•:-ins• ss ~ R \K"V o\var • 1 � I i CONCRETE ED• i _ II,4-10•a P/WEJM7E PLUS r/ -_.7/6'a Waa3 NUT WASHER O.C. POURED CONCRETE OR BLOCK REWIIftO S�jj� SA 0 REGULAR PANEL SEE A4E7 19 • xD FOR ARCIWRS TYPE • �� T1'I�i Y•ANIG FOR ,IASTAMNWI6 Afro e000 FTINi e11fLAID- IaA MRf,01 M,01e PW ] ] YNMW ANCHOR 9PKw03 AND ,aW,IW MNn1, lk) J ] [DOE pa7ANOE ARE WDKAl19 ON I,aS "NMaaAYM ecTeUtAE FOR ta..Ess THAN PtaCAi[p ON P. \1si p,.rr !rN DAI s i In slXIDIXE REG1[S ANCHOR SPACING ev NNTIMYea SPACING SHOWN ON SCHEDULE AeAK Ei (YY a01� Oa,'18e M M FOLLOea1G FACTORS. FOR TMS ]a o1nNTldr TO BC PossaLe ,xallLm- sPAcaic aeRwlEa ,Lx9F iCiOR swL Itar , ,n- - BE LESS tr\w YYWVY 4PKfIC INDICATED FUR FACN 4tJ1aR TYPE 9N tNB SCIEOIAE ]" Ea• 10-0PANFJANtt PLUS w/ . ]/]y wwc MR WASHER (BEYOND) POURED CONCRETE OR CONCRETE BLOCK RECKONED WA MOUNTING INSTALLATION SEI,TION SB A IJFE PANEL FLORIDA LENGTH GENE)?AL NOT6Se VALA E-z 41ANES STORY PANEL SYSiEL 1 E-Z HANG S1tDR4 PANEL SHOWN ON THIS PR001JC'f EYµLNTIWt DOCUMENT (FED.) HAS BEEN VERIFIEi) FOR COMPLIANCE IN B Ij NNAMUY EMBEDMENT a TAPCON ANCHORS AftO PANEUAAtE FEMALE N ! PANfIA47E PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7tA ED,1WIt) a THE FLORIDA BUILDING COOf. 81.QCK SHALL � , ,/a' DES" WRW LOADS SwLL BE CETERMINEa AS PER SECTION 76200E THE ABOVE YEMIONED CODE, 82) •WiDA1M EMBEDMENT OF t/a'e X 7/e' GLX-QI ANCHORS SHALL BE IS 7/8' IMO CONCRETE. FOR A WIND SPEED AS REQUIRED BV THE JURISDICTION WHERE 71+E$£ SHUTTERS WILL � INSTALLED AND NO EMBEDMENT INTO ANY iRtlSH WikRNL SMALANCHORS L BE PERMITTED. FOR tt , A RitECTgNAL1. F KIIwO. 7- AN NOT ! ACTOR 65 USING ASCE 6 D SHALL EXCEED THE MAXIMUM AS.D. i 9- 4 20 S$ SIDEWALK BOLT5 USED 51La11 E 1 FINISH 11E51ON PR RA / B LONG EPgUGN SIOULD ANY NISH WRANL E7(IST TO PRESSURE 71N(S INDICATED UII SHEETS 23 ! 26 ENGAGE ]/a' IMO ANCHORS. Di ORDER TO VERIFY THE ABOVE CQNGRON, UL7tiAlh DESIGN WOW LOADS DETERMINED PER ASGE J-,e SMALL � FIRST REDUCED TO ASO. aE51GN WRB] LOADS BY MULTIPLYING THEM BY 0.6 w ORDER 70 5.37 w CASE THAT PRECAST' STONE, OR PRECAST CONCRETE PANELS BE FOUND ON 7FE EXISTING *AU- To COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS MdGhD ON SHEETS 25 k 26. ANCHORS SNAIL BE LONG EIVOUGN TO REACH THE MAIN 5'RtA:rURF BLNwO St1CN PANELS. ANCHORAGE SMALL BE AS MF7lnONCD w B.1) AND W B.1]. IN ORDER TO VERIFY THAT COMPONETtTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33x INCREASE w µLa1YABLE STRESS FOR WIND LOADS WAS � USED w TNERt ANµT'Sl$ FASTENERS SWING TO WOOD HAS BEEN _ DETERAwf[p IN ACCORDANCE WITH N.D.S. 2tT1S. ([) 4ATIUFACTLIRER. BE WALLED FALLOWING µL OF THE RECOMMENDATIONS AND SPECIFICATIONS a THE ANCHOR'$ STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED M ACCORpMICE VAIN SECTION 1e26 OF THE ABDYE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. A5 PROTOCOLS TAS-201, 11 n STMIl BE THE RESPOt15T80.1TY a THE CONTRACTOR TO VERIFY THE SOUNDNESS a THE STRUCTURE WHERE $HLlITEP TAS-202 AND TAS-203. R TO � ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER 311N1 ONLY BE ATTACHED TO CONCF$Tf. BLOCK OR w000 FRAME BUILDINGS. I nrl$ SYSTEM IKAS BEEN DESIGNED 10 BE INSTALLED ON TI/E OUTSIDE OF THE OPENING ACCESSING 'M OPENING FROM THE INSIDE W/O THE USE a A LADDER OR Ut-f THIS NTPiIGTRRt IS YµW WHEN INSTALLATION 1$ INTENDED TO BE PERFORMED 12 THE WSTAW710N COHRtACiOR IS 1p SEAL/CAULK ALL SNVRER COMPONENT EDGES WtRC11 REMAIN w CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING ID PREVENT NTNO/KAKI wTaUS10/t. GUIX AND SIX SHUTTER TRACKS ALL AROUND iULL J. SOtffS 1000 INSTALLATION 1$ APPl1CABlE t0 SwCIE AND DOUBLE H,/kG STYLE IYtN00W3 WHEN INSTALLATION IS REQUIRED ,O BE PERFORMED FROM THE INSIDE OF STRUCTURE. 13. St01tM PANEL tN5TAl1A7I0N SHALL COMPLY WITh SPECS wpGhO M THIS ORAWMNG T'L,JS AM BUILt]INC AND 20WNf. REGULATIONS PROVIDED EK THE JURISDICTION WHERE PERMIT IS APPLIED i0. <. SCALES 2000 IN5IALLAYgN IS APPLICABLE ip SINGLE AND DOUBLE HUNG AND HORIZONiN SLiDF.R3 STYLE WINDOWS WHEN INSTALLATION S REWIRLD TO � PERFORMED FROM THE INSIDE OF STRUCTURE, IA Al1.UM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SKTFL'" IS PW70R IFE1Ceq. 5. µl ALUMINUM EttiRUS101F3 TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) ,D (R) THIS PRODUCT EVALUATION DOCUMENT (P.EDJ PREPARED H1 7,Ks ENGINEER LS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.P. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED 8. µ1 AI.uMwUu SHEET METAL USED At CLOSURES SHALL HAVE J,OS-His AL(DT. (bj CONTRACTOR TO BE RESPOFiSTBLE FOR THE SELfCTWN, PURCHASE AND INSTALLATION INCLUDING LOFT SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL OUN.RY STEEL AS1M A-833 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PE.O. FRONDED HEJSNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/iy_ 58.5 Kai {AFTER ROLLED). MIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, e ALL SCREWS TO 8C STAINLESS STEEL JOi OR 316 N9 SERIES OR CORROSION RESKTMT COATED CARBON STEEL A5 PER DIN (c) THIS PRODUCT EYA,.UAtKw DOCUMENT Wi1L BE Ca/51pERf,O tNVAUp K MOdF1ED. 500,8 w/ 50 b, YIELD STRENGTH AND 90 Ka: TENSILE STRENGTH k SHALL. COMPLY N/ FEOMD• BUILDING CODE SECTION tat t.S.].i (e) SITE SPEC" PROJECTS SHAM. BE PREPARED BY A FLORIDA REG!5(ERED ENGRIE£P, d+ ARCHITECT w,tKN MILL S BOLTS TO 8E ASTM A-307 GALVANIZED STEEL., OR AKi 304 SERIES SiNNlESS STEEL. WITH 36 b. 4w,4w Y(pA STRENGTH SEC ME TIE ENGINEER a RECORD (E.O.RJ Tat THE PgpJECT AND wN0 wnt K RESPONSIBLE FAR THE PROPER USE OF THE P.E D. ENGINEER a RECORD, ACTING AS A OFLEt)A1FD ENGINEER TO THE P.E.D. ENGINEER, SILLLL 10, ANCtrORS TO WALL SrMJ.L BE AS FOLLOWS: SL18A11T TO THIS UTTER THE SHE SPECRTC DRAWINGS FOR REVIEW (A) TO ELOstYtG POURED �u [�Rcrr. (A) THIS PEA. SHALL BEAR THE DATE AND aOGiNµ SEAL AND SIGNATURE a THE PROFESSIONAL ENGINEER OF - 1/4'9 TAPCON ANCNai5 AS MANUFACTURED BY I.TW eUILDEX. INC (41N 1'cs]t92 ali.) RECORD THAT PREPARED R - ,/a' R K 7/e' CALK-w ANCHORS, AS MANUFACTURED BY DEWUT INC (WN f'f:-]ODD D.f.:.) +B. STORM PANEL MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION AT 510RY PANEL iN - /li-tp PAIEUMTE FEMALE IO ! PANEUNh PLUS ANCHORS. AS 4ANUFA.CTUREO BY ELCO tONSTRIKRiMt PRODUCTS ACCORDANCE VRTN SE(:110N 7709.9.5 a FLORIDA BUILpING CODE ONE LABEL S7L\Il. BE PLACED FOR EVERY OPEfNNc (f'c-]350 D.f.i) LABELING TO Ca11PlY WITH SECTION , 709.9.2 a THE FIORtDA BUILDING CODE AI) MINIMUM EMBEDMEM a TAPCON ANCHORS INTO POURED CONCRETE SHAH BE t S/a' AND 2' FAR P,WFWAh FEMALE IO ! PANELANIIE PLVS. Ax) MINIMUM EMBEDMENT OF 1/1'e Y 7f6" CALM -IN ANCHORS SHALL BE IS 7f8' !tiT0 CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL a PERMITTED ,/� ANCHORS. � SIDEWALK BOLTS USED SHALL HE LONG ENO(lCi1(SHWLD ANY FINISH MATERIAL fK15,) i0 ENGAGE J/+" WIIaM,NN rcft A„T/(4NN A]) IN CASE TINT PRECAST STONE. PRECAST CONCRETE PANF15, OR PAVERS BE FWNO ON TIE Ex15TtHG WALL OR BOOR, ANCHORS SHALL BE. LONG ENOUGH TO REACH THE MAIN STRUCTURE BENINC SUCH PANE!_S, ANCHORAGE SHALL �:' •`�GENS` •" '� . � AS MENiINEA IN A1) AND RI A2).. _ � ••'•. (B) To GLOBAL Eslsrl� EONS BL R � : g . • No. 44167 _ - ,/a' a TAPCON ANCHOR$ AS MANUFACTURED HT I t w BIAIDEx. INC - FLORIDA BUILDING CODE NI h Velocity Nurricone Zone - 1Ja' 9 x 7/8' CAD( -IN ANCIWRS, AS MWUFACfURED M DEWILY INC (Pm-150O psi) Q•, F .,s ,W09F ntEoo. K rP - /la-tp PAhEL.ANh I-f/AA(i 10 AND PANRWTE PLII$ ANC/IDRS. AS MANUFACTURED BY ELCD CONSTRUCTION 20 CAGE GALYANLiEO STEEL STORM PANEL mwY97 PRODUCTS (rm-2O71 p..i) - ''"' A,K PRGTECTION PRODUCTS, LLC. airoyi010 T� E SIF O IMC aw .. s ,r Yaw ew,w n M,M P„OIL 19aryr-Taa n,E: (a.)fea-s797 20-176 PI, IIµ/A}N,Ulaf011[ _ ORYNIR 1b. G-ORbFi,t w,ata A iAiR #.. P£ Au n-w ii+6T awn aI or nT INTO POURED CONCRETE OR ,..CONCRETE BLOCK .tl01ArD�-1 „ lM Law AYOeK d >'an,. � waPrD l� p AIOOIS b IA"enp o � pa �,IwlmMa ._.� (---• �'."ec n � �p� -(a--� J•-- �m.nwn ,L� R I _I 4 cYr ]t . DEW ,• O 1 ,a,• ara xRN 3 aaowJ b 8 4 1 I 1 1 LSCALE 3/W.I' L 7N"�' I I/rT.ta 1 twc t1n 1 r ttC Sc4mIaE j 8 -` �J"� ------Ili ! I )Kry'Y,i )t' I �q MMN",ONn 1 ,,.y_tpJ/.• •yy �C'Ypw Motn ro ro 4k6. ; Wi.]/J71.i'/ F. , ,W w sEPAMtWK t I FYER,' �� 1MIa YUF�� HW 1 FO pVSa. 1 ■ y I ! 1 y� E ie ,dj 1 1mt� ,.. I 1 �� • 1 I 1 no" I 'Lti)ICIE,E DE..—/ 0 1 I j I et9cA I. » I IXaaXwW ; I - 1 I —E I,A-p PNaYm 's. L ti/-R]d�/ • Yf Y,7�, iitf aaYll OVu - I I I wuIED l ._-to--«---ea— 'u' � ! WALE AND DIRECT YOUNT!NG INST_ ,el � .—/n � YOUNI1NG MIST I SECITON 2' I s � ( I �J I t tc� tp�' 1 SS SfH[dAf /r.-rauH' 7t0 � 9FP/MTr + r�aaYl�aar/ 7 1 ro QA6S 1 iMa Nir e Q � 1 Ivur oAJW i� t 1 � 1 �$ 1 I � /r toayr• rs Px,Oor w/ T/awpr uw, son ,Alfa ,p+rFm/. ltawm e� a�ruclL wKAOIr� " w�Kt a aAf a waL7 ») � 1 I 1 1 1 I i , 1 1, � Q � SCALE J/b-,' FLOOR TO CEILING MOUNTING INST. >IlJILD-OUT YQUNTTNG ttVSt. scALE ]/e.,• B SECTION 3' SECTN91! 4 �L�%o.�.• �L wYE 3/e-1. O SEE FPmnnnats �,O ,elo:AfrllENra roR SCALE 3/8-1' Ulf tti Mp (j} Ai iM' K q NLaLH,LFI/FNNfFH i.!1 (a wm . q n ® N,I[CI$IiI To TRwn�` aR aA ,1><El A. `„/ A etaEn I.(LS�Ttl RBTA,LYWY iWE aN ale* y F ��. \CENst• ✓� 8 No. 44167 �..,•_ :. FLORIDA BUILDING GOOF N Q eDiw°Airr�wT °i'o sw�r ,di • _ a RIsrALLAuoN. P:aao nTEm, Fc © s �'•- STATE OF 20 GAGE GALVANIZED 5TEE DETAIL t L—.i____1 E.v . tacL ay.Nct �'• F 4r Cn sLT wawss eN SCALE ,/r . ,• vlEw�: GLOBAL PROTECiTIDN PI N N s —Cu N �- O O ^^11 O O O O W .� � `v O 0 Z z w N �VCU O U O U '� LLI Q Z Z Q /•J SHEET N0. SH 1.2 DETAILS FOR OPTION �12 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES wra' TAPCON ANCHORS 1/4• TAPCON ANCHORS O 9' O.C. � 9' O.C. Po11RE0 cCRKRLTE _ POURED cpHtaETE I�KouN CONCRETE &.OLIt 1 _ CONCRETE etoai' 1 - ifgc I i I ice" -1 Eo• � ED• i 1 I eQ11R5 1 PT ,qn EXt5Tl!Y,y � � EXISnyy.•,j , ' %' w f.•:-ins• ss ~ R \K"V o\var • 1 � I i CONCRETE ED• i _ II,4-10•a P/WEJM7E PLUS r/ -_.7/6'a Waa3 NUT WASHER O.C. POURED CONCRETE OR BLOCK REWIIftO S�jj� SA 0 REGULAR PANEL SEE A4E7 19 • xD FOR ARCIWRS TYPE • �� T1'I�i Y•ANIG FOR ,IASTAMNWI6 Afro e000 FTINi e11fLAID- IaA MRf,01 M,01e PW ] ] YNMW ANCHOR 9PKw03 AND ,aW,IW MNn1, lk) J ] [DOE pa7ANOE ARE WDKAl19 ON I,aS "NMaaAYM ecTeUtAE FOR ta..Ess THAN PtaCAi[p ON P. \1si p,.rr !rN DAI s i In slXIDIXE REG1[S ANCHOR SPACING ev NNTIMYea SPACING SHOWN ON SCHEDULE AeAK Ei (YY a01� Oa,'18e M M FOLLOea1G FACTORS. FOR TMS ]a o1nNTldr TO BC PossaLe ,xallLm- sPAcaic aeRwlEa ,Lx9F iCiOR swL Itar , ,n- - BE LESS tr\w YYWVY 4PKfIC INDICATED FUR FACN 4tJ1aR TYPE 9N tNB SCIEOIAE ]" Ea• 10-0PANFJANtt PLUS w/ . ]/]y wwc MR WASHER (BEYOND) POURED CONCRETE OR CONCRETE BLOCK RECKONED WA MOUNTING INSTALLATION SEI,TION SB A IJFE PANEL FLORIDA LENGTH GENE)?AL NOT6Se VALA E-z 41ANES STORY PANEL SYSiEL 1 E-Z HANG S1tDR4 PANEL SHOWN ON THIS PR001JC'f EYµLNTIWt DOCUMENT (FED.) HAS BEEN VERIFIEi) FOR COMPLIANCE IN B Ij NNAMUY EMBEDMENT a TAPCON ANCHORS AftO PANEUAAtE FEMALE N ! PANfIA47E PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7tA ED,1WIt) a THE FLORIDA BUILDING COOf. 81.QCK SHALL � , ,/a' DES" WRW LOADS SwLL BE CETERMINEa AS PER SECTION 76200E THE ABOVE YEMIONED CODE, 82) •WiDA1M EMBEDMENT OF t/a'e X 7/e' GLX-QI ANCHORS SHALL BE IS 7/8' IMO CONCRETE. FOR A WIND SPEED AS REQUIRED BV THE JURISDICTION WHERE 71+E$£ SHUTTERS WILL � INSTALLED AND NO EMBEDMENT INTO ANY iRtlSH WikRNL SMALANCHORS L BE PERMITTED. FOR tt , A RitECTgNAL1. F KIIwO. 7- AN NOT ! ACTOR 65 USING ASCE 6 D SHALL EXCEED THE MAXIMUM AS.D. i 9- 4 20 S$ SIDEWALK BOLT5 USED 51La11 E 1 FINISH 11E51ON PR RA / B LONG EPgUGN SIOULD ANY NISH WRANL E7(IST TO PRESSURE 71N(S INDICATED UII SHEETS 23 ! 26 ENGAGE ]/a' IMO ANCHORS. Di ORDER TO VERIFY THE ABOVE CQNGRON, UL7tiAlh DESIGN WOW LOADS DETERMINED PER ASGE J-,e SMALL � FIRST REDUCED TO ASO. aE51GN WRB] LOADS BY MULTIPLYING THEM BY 0.6 w ORDER 70 5.37 w CASE THAT PRECAST' STONE, OR PRECAST CONCRETE PANELS BE FOUND ON 7FE EXISTING *AU- To COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS MdGhD ON SHEETS 25 k 26. ANCHORS SNAIL BE LONG EIVOUGN TO REACH THE MAIN 5'RtA:rURF BLNwO St1CN PANELS. ANCHORAGE SMALL BE AS MF7lnONCD w B.1) AND W B.1]. IN ORDER TO VERIFY THAT COMPONETtTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33x INCREASE w µLa1YABLE STRESS FOR WIND LOADS WAS � USED w TNERt ANµT'Sl$ FASTENERS SWING TO WOOD HAS BEEN _ DETERAwf[p IN ACCORDANCE WITH N.D.S. 2tT1S. ([) 4ATIUFACTLIRER. BE WALLED FALLOWING µL OF THE RECOMMENDATIONS AND SPECIFICATIONS a THE ANCHOR'$ STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED M ACCORpMICE VAIN SECTION 1e26 OF THE ABDYE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. A5 PROTOCOLS TAS-201, 11 n STMIl BE THE RESPOt15T80.1TY a THE CONTRACTOR TO VERIFY THE SOUNDNESS a THE STRUCTURE WHERE $HLlITEP TAS-202 AND TAS-203. R TO � ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER 311N1 ONLY BE ATTACHED TO CONCF$Tf. BLOCK OR w000 FRAME BUILDINGS. I nrl$ SYSTEM IKAS BEEN DESIGNED 10 BE INSTALLED ON TI/E OUTSIDE OF THE OPENING ACCESSING 'M OPENING FROM THE INSIDE W/O THE USE a A LADDER OR Ut-f THIS NTPiIGTRRt IS YµW WHEN INSTALLATION 1$ INTENDED TO BE PERFORMED 12 THE WSTAW710N COHRtACiOR IS 1p SEAL/CAULK ALL SNVRER COMPONENT EDGES WtRC11 REMAIN w CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING ID PREVENT NTNO/KAKI wTaUS10/t. GUIX AND SIX SHUTTER TRACKS ALL AROUND iULL J. SOtffS 1000 INSTALLATION 1$ APPl1CABlE t0 SwCIE AND DOUBLE H,/kG STYLE IYtN00W3 WHEN INSTALLATION IS REQUIRED ,O BE PERFORMED FROM THE INSIDE OF STRUCTURE. 13. St01tM PANEL tN5TAl1A7I0N SHALL COMPLY WITh SPECS wpGhO M THIS ORAWMNG T'L,JS AM BUILt]INC AND 20WNf. REGULATIONS PROVIDED EK THE JURISDICTION WHERE PERMIT IS APPLIED i0. <. SCALES 2000 IN5IALLAYgN IS APPLICABLE ip SINGLE AND DOUBLE HUNG AND HORIZONiN SLiDF.R3 STYLE WINDOWS WHEN INSTALLATION S REWIRLD TO � PERFORMED FROM THE INSIDE OF STRUCTURE, IA Al1.UM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SKTFL'" IS PW70R IFE1Ceq. 5. µl ALUMINUM EttiRUS101F3 TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) ,D (R) THIS PRODUCT EVALUATION DOCUMENT (P.EDJ PREPARED H1 7,Ks ENGINEER LS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.P. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED 8. µ1 AI.uMwUu SHEET METAL USED At CLOSURES SHALL HAVE J,OS-His AL(DT. (bj CONTRACTOR TO BE RESPOFiSTBLE FOR THE SELfCTWN, PURCHASE AND INSTALLATION INCLUDING LOFT SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL OUN.RY STEEL AS1M A-833 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PE.O. FRONDED HEJSNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/iy_ 58.5 Kai {AFTER ROLLED). MIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, e ALL SCREWS TO 8C STAINLESS STEEL JOi OR 316 N9 SERIES OR CORROSION RESKTMT COATED CARBON STEEL A5 PER DIN (c) THIS PRODUCT EYA,.UAtKw DOCUMENT Wi1L BE Ca/51pERf,O tNVAUp K MOdF1ED. 500,8 w/ 50 b, YIELD STRENGTH AND 90 Ka: TENSILE STRENGTH k SHALL. COMPLY N/ FEOMD• BUILDING CODE SECTION tat t.S.].i (e) SITE SPEC" PROJECTS SHAM. BE PREPARED BY A FLORIDA REG!5(ERED ENGRIE£P, d+ ARCHITECT w,tKN MILL S BOLTS TO 8E ASTM A-307 GALVANIZED STEEL., OR AKi 304 SERIES SiNNlESS STEEL. WITH 36 b. 4w,4w Y(pA STRENGTH SEC ME TIE ENGINEER a RECORD (E.O.RJ Tat THE PgpJECT AND wN0 wnt K RESPONSIBLE FAR THE PROPER USE OF THE P.E D. ENGINEER a RECORD, ACTING AS A OFLEt)A1FD ENGINEER TO THE P.E.D. ENGINEER, SILLLL 10, ANCtrORS TO WALL SrMJ.L BE AS FOLLOWS: SL18A11T TO THIS UTTER THE SHE SPECRTC DRAWINGS FOR REVIEW (A) TO ELOstYtG POURED �u [�Rcrr. (A) THIS PEA. SHALL BEAR THE DATE AND aOGiNµ SEAL AND SIGNATURE a THE PROFESSIONAL ENGINEER OF - 1/4'9 TAPCON ANCNai5 AS MANUFACTURED BY I.TW eUILDEX. INC (41N 1'cs]t92 ali.) RECORD THAT PREPARED R - ,/a' R K 7/e' CALK-w ANCHORS, AS MANUFACTURED BY DEWUT INC (WN f'f:-]ODD D.f.:.) +B. STORM PANEL MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION AT 510RY PANEL iN - /li-tp PAIEUMTE FEMALE IO ! PANEUNh PLUS ANCHORS. AS 4ANUFA.CTUREO BY ELCO tONSTRIKRiMt PRODUCTS ACCORDANCE VRTN SE(:110N 7709.9.5 a FLORIDA BUILpING CODE ONE LABEL S7L\Il. BE PLACED FOR EVERY OPEfNNc (f'c-]350 D.f.i) LABELING TO Ca11PlY WITH SECTION , 709.9.2 a THE FIORtDA BUILDING CODE AI) MINIMUM EMBEDMEM a TAPCON ANCHORS INTO POURED CONCRETE SHAH BE t S/a' AND 2' FAR P,WFWAh FEMALE IO ! PANELANIIE PLVS. Ax) MINIMUM EMBEDMENT OF 1/1'e Y 7f6" CALM -IN ANCHORS SHALL BE IS 7f8' !tiT0 CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL a PERMITTED ,/� ANCHORS. � SIDEWALK BOLTS USED SHALL HE LONG ENO(lCi1(SHWLD ANY FINISH MATERIAL fK15,) i0 ENGAGE J/+" WIIaM,NN rcft A„T/(4NN A]) IN CASE TINT PRECAST STONE. PRECAST CONCRETE PANF15, OR PAVERS BE FWNO ON TIE Ex15TtHG WALL OR BOOR, ANCHORS SHALL BE. LONG ENOUGH TO REACH THE MAIN STRUCTURE BENINC SUCH PANE!_S, ANCHORAGE SHALL �:' •`�GENS` •" '� . � AS MENiINEA IN A1) AND RI A2).. _ � ••'•. (B) To GLOBAL Eslsrl� EONS BL R � : g . • No. 44167 _ - ,/a' a TAPCON ANCHOR$ AS MANUFACTURED HT I t w BIAIDEx. INC - FLORIDA BUILDING CODE NI h Velocity Nurricone Zone - 1Ja' 9 x 7/8' CAD( -IN ANCIWRS, AS MWUFACfURED M DEWILY INC (Pm-150O psi) Q•, F .,s ,W09F ntEoo. K rP - /la-tp PAhEL.ANh I-f/AA(i 10 AND PANRWTE PLII$ ANC/IDRS. AS MANUFACTURED BY ELCD CONSTRUCTION 20 CAGE GALYANLiEO STEEL STORM PANEL mwY97 PRODUCTS (rm-2O71 p..i) - ''"' A,K PRGTECTION PRODUCTS, LLC. airoyi010 T� E SIF O IMC aw .. s ,r Yaw ew,w n M,M P„OIL 19aryr-Taa n,E: (a.)fea-s797 20-176 PI, IIµ/A}N,Ulaf011[ _ ORYNIR 1b. G-ORbFi,t w,ata A iAiR #.. P£ Au n-w ii+6T awn aI or nT INTO POURED CONCRETE OR ,..CONCRETE BLOCK .tl01ArD�-1 „ lM Law AYOeK d >'an,. � waPrD l� p AIOOIS b IA"enp o � pa �,IwlmMa ._.� (---• �'."ec n � �p� -(a--� J•-- �m.nwn ,L� R I _I 4 cYr ]t . DEW ,• O 1 ,a,• ara xRN 3 aaowJ b 8 4 1 I 1 1 LSCALE 3/W.I' L 7N"�' I I/rT.ta 1 twc t1n 1 r ttC Sc4mIaE j 8 -` �J"� ------Ili ! I )Kry'Y,i )t' I �q MMN",ONn 1 ,,.y_tpJ/.• •yy �C'Ypw Motn ro ro 4k6. ; Wi.]/J71.i'/ F. , ,W w sEPAMtWK t I FYER,' �� 1MIa YUF�� HW 1 FO pVSa. 1 ■ y I ! 1 y� E ie ,dj 1 1mt� ,.. I 1 �� • 1 I 1 no" I 'Lti)ICIE,E DE..—/ 0 1 I j I et9cA I. » I IXaaXwW ; I - 1 I —E I,A-p PNaYm 's. L ti/-R]d�/ • Yf Y,7�, iitf aaYll OVu - I I I wuIED l ._-to--«---ea— 'u' � ! WALE AND DIRECT YOUNT!NG INST_ ,el � .—/n � YOUNI1NG MIST I SECITON 2' I s � ( I �J I t tc� tp�' 1 SS SfH[dAf /r.-rauH' 7t0 � 9FP/MTr + r�aaYl�aar/ 7 1 ro QA6S 1 iMa Nir e Q � 1 Ivur oAJW i� t 1 � 1 �$ 1 I � /r toayr• rs Px,Oor w/ T/awpr uw, son ,Alfa ,p+rFm/. ltawm e� a�ruclL wKAOIr� " w�Kt a aAf a waL7 ») � 1 I 1 1 1 I i , 1 1, � Q � SCALE J/b-,' FLOOR TO CEILING MOUNTING INST. >IlJILD-OUT YQUNTTNG ttVSt. scALE ]/e.,• B SECTION 3' SECTN91! 4 �L�%o.�.• �L wYE 3/e-1. O SEE FPmnnnats �,O ,elo:AfrllENra roR SCALE 3/8-1' Ulf tti Mp (j} Ai iM' K q NLaLH,LFI/FNNfFH i.!1 (a wm . q n ® N,I[CI$IiI To TRwn�` aR aA ,1><El A. `„/ A etaEn I.(LS�Ttl RBTA,LYWY iWE aN ale* y F ��. \CENst• ✓� 8 No. 44167 �..,•_ :. FLORIDA BUILDING GOOF N Q eDiw°Airr�wT °i'o sw�r ,di • _ a RIsrALLAuoN. P:aao nTEm, Fc © s �'•- STATE OF 20 GAGE GALVANIZED 5TEE DETAIL t L—.i____1 E.v . tacL ay.Nct �'• F 4r Cn sLT wawss eN SCALE ,/r . ,• vlEw�: GLOBAL PROTECiTIDN PI N N s —Cu N �- O O ^^11 O O O O W .� � `v O 0 Z z w N �VCU O U O U '� LLI Q Z Z Q /•J SHEET N0. SH 1.2 I i CONCRETE ED• i _ II,4-10•a P/WEJM7E PLUS r/ -_.7/6'a Waa3 NUT WASHER O.C. POURED CONCRETE OR BLOCK REWIIftO S�jj� SA 0 REGULAR PANEL SEE A4E7 19 • xD FOR ARCIWRS TYPE • �� T1'I�i Y•ANIG FOR ,IASTAMNWI6 Afro e000 FTINi e11fLAID- IaA MRf,01 M,01e PW ] ] YNMW ANCHOR 9PKw03 AND ,aW,IW MNn1, lk) J ] [DOE pa7ANOE ARE WDKAl19 ON I,aS "NMaaAYM ecTeUtAE FOR ta..Ess THAN PtaCAi[p ON P. \1si p,.rr !rN DAI s i In slXIDIXE REG1[S ANCHOR SPACING ev NNTIMYea SPACING SHOWN ON SCHEDULE AeAK Ei (YY a01� Oa,'18e M M FOLLOea1G FACTORS. FOR TMS ]a o1nNTldr TO BC PossaLe ,xallLm- sPAcaic aeRwlEa ,Lx9F iCiOR swL Itar , ,n- - BE LESS tr\w YYWVY 4PKfIC INDICATED FUR FACN 4tJ1aR TYPE 9N tNB SCIEOIAE ]" Ea• 10-0PANFJANtt PLUS w/ . ]/]y wwc MR WASHER (BEYOND) POURED CONCRETE OR CONCRETE BLOCK RECKONED WA MOUNTING INSTALLATION SEI,TION SB A IJFE PANEL FLORIDA LENGTH GENE)?AL NOT6Se VALA E-z 41ANES STORY PANEL SYSiEL 1 E-Z HANG S1tDR4 PANEL SHOWN ON THIS PR001JC'f EYµLNTIWt DOCUMENT (FED.) HAS BEEN VERIFIEi) FOR COMPLIANCE IN B Ij NNAMUY EMBEDMENT a TAPCON ANCHORS AftO PANEUAAtE FEMALE N ! PANfIA47E PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7tA ED,1WIt) a THE FLORIDA BUILDING COOf. 81.QCK SHALL � , ,/a' DES" WRW LOADS SwLL BE CETERMINEa AS PER SECTION 76200E THE ABOVE YEMIONED CODE, 82) •WiDA1M EMBEDMENT OF t/a'e X 7/e' GLX-QI ANCHORS SHALL BE IS 7/8' IMO CONCRETE. FOR A WIND SPEED AS REQUIRED BV THE JURISDICTION WHERE 71+E$£ SHUTTERS WILL � INSTALLED AND NO EMBEDMENT INTO ANY iRtlSH WikRNL SMALANCHORS L BE PERMITTED. FOR tt , A RitECTgNAL1. F KIIwO. 7- AN NOT ! ACTOR 65 USING ASCE 6 D SHALL EXCEED THE MAXIMUM AS.D. i 9- 4 20 S$ SIDEWALK BOLT5 USED 51La11 E 1 FINISH 11E51ON PR RA / B LONG EPgUGN SIOULD ANY NISH WRANL E7(IST TO PRESSURE 71N(S INDICATED UII SHEETS 23 ! 26 ENGAGE ]/a' IMO ANCHORS. Di ORDER TO VERIFY THE ABOVE CQNGRON, UL7tiAlh DESIGN WOW LOADS DETERMINED PER ASGE J-,e SMALL � FIRST REDUCED TO ASO. aE51GN WRB] LOADS BY MULTIPLYING THEM BY 0.6 w ORDER 70 5.37 w CASE THAT PRECAST' STONE, OR PRECAST CONCRETE PANELS BE FOUND ON 7FE EXISTING *AU- To COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS MdGhD ON SHEETS 25 k 26. ANCHORS SNAIL BE LONG EIVOUGN TO REACH THE MAIN 5'RtA:rURF BLNwO St1CN PANELS. ANCHORAGE SMALL BE AS MF7lnONCD w B.1) AND W B.1]. IN ORDER TO VERIFY THAT COMPONETtTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33x INCREASE w µLa1YABLE STRESS FOR WIND LOADS WAS � USED w TNERt ANµT'Sl$ FASTENERS SWING TO WOOD HAS BEEN _ DETERAwf[p IN ACCORDANCE WITH N.D.S. 2tT1S. ([) 4ATIUFACTLIRER. BE WALLED FALLOWING µL OF THE RECOMMENDATIONS AND SPECIFICATIONS a THE ANCHOR'$ STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED M ACCORpMICE VAIN SECTION 1e26 OF THE ABDYE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. A5 PROTOCOLS TAS-201, 11 n STMIl BE THE RESPOt15T80.1TY a THE CONTRACTOR TO VERIFY THE SOUNDNESS a THE STRUCTURE WHERE $HLlITEP TAS-202 AND TAS-203. R TO � ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER 311N1 ONLY BE ATTACHED TO CONCF$Tf. BLOCK OR w000 FRAME BUILDINGS. I nrl$ SYSTEM IKAS BEEN DESIGNED 10 BE INSTALLED ON TI/E OUTSIDE OF THE OPENING ACCESSING 'M OPENING FROM THE INSIDE W/O THE USE a A LADDER OR Ut-f THIS NTPiIGTRRt IS YµW WHEN INSTALLATION 1$ INTENDED TO BE PERFORMED 12 THE WSTAW710N COHRtACiOR IS 1p SEAL/CAULK ALL SNVRER COMPONENT EDGES WtRC11 REMAIN w CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING ID PREVENT NTNO/KAKI wTaUS10/t. GUIX AND SIX SHUTTER TRACKS ALL AROUND iULL J. SOtffS 1000 INSTALLATION 1$ APPl1CABlE t0 SwCIE AND DOUBLE H,/kG STYLE IYtN00W3 WHEN INSTALLATION IS REQUIRED ,O BE PERFORMED FROM THE INSIDE OF STRUCTURE. 13. St01tM PANEL tN5TAl1A7I0N SHALL COMPLY WITh SPECS wpGhO M THIS ORAWMNG T'L,JS AM BUILt]INC AND 20WNf. REGULATIONS PROVIDED EK THE JURISDICTION WHERE PERMIT IS APPLIED i0. <. SCALES 2000 IN5IALLAYgN IS APPLICABLE ip SINGLE AND DOUBLE HUNG AND HORIZONiN SLiDF.R3 STYLE WINDOWS WHEN INSTALLATION S REWIRLD TO � PERFORMED FROM THE INSIDE OF STRUCTURE, IA Al1.UM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SKTFL'" IS PW70R IFE1Ceq. 5. µl ALUMINUM EttiRUS101F3 TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) ,D (R) THIS PRODUCT EVALUATION DOCUMENT (P.EDJ PREPARED H1 7,Ks ENGINEER LS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.P. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED 8. µ1 AI.uMwUu SHEET METAL USED At CLOSURES SHALL HAVE J,OS-His AL(DT. (bj CONTRACTOR TO BE RESPOFiSTBLE FOR THE SELfCTWN, PURCHASE AND INSTALLATION INCLUDING LOFT SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL OUN.RY STEEL AS1M A-833 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PE.O. FRONDED HEJSNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/iy_ 58.5 Kai {AFTER ROLLED). MIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, e ALL SCREWS TO 8C STAINLESS STEEL JOi OR 316 N9 SERIES OR CORROSION RESKTMT COATED CARBON STEEL A5 PER DIN (c) THIS PRODUCT EYA,.UAtKw DOCUMENT Wi1L BE Ca/51pERf,O tNVAUp K MOdF1ED. 500,8 w/ 50 b, YIELD STRENGTH AND 90 Ka: TENSILE STRENGTH k SHALL. COMPLY N/ FEOMD• BUILDING CODE SECTION tat t.S.].i (e) SITE SPEC" PROJECTS SHAM. BE PREPARED BY A FLORIDA REG!5(ERED ENGRIE£P, d+ ARCHITECT w,tKN MILL S BOLTS TO 8E ASTM A-307 GALVANIZED STEEL., OR AKi 304 SERIES SiNNlESS STEEL. WITH 36 b. 4w,4w Y(pA STRENGTH SEC ME TIE ENGINEER a RECORD (E.O.RJ Tat THE PgpJECT AND wN0 wnt K RESPONSIBLE FAR THE PROPER USE OF THE P.E D. ENGINEER a RECORD, ACTING AS A OFLEt)A1FD ENGINEER TO THE P.E.D. ENGINEER, SILLLL 10, ANCtrORS TO WALL SrMJ.L BE AS FOLLOWS: SL18A11T TO THIS UTTER THE SHE SPECRTC DRAWINGS FOR REVIEW (A) TO ELOstYtG POURED �u [�Rcrr. (A) THIS PEA. SHALL BEAR THE DATE AND aOGiNµ SEAL AND SIGNATURE a THE PROFESSIONAL ENGINEER OF - 1/4'9 TAPCON ANCNai5 AS MANUFACTURED BY I.TW eUILDEX. INC (41N 1'cs]t92 ali.) RECORD THAT PREPARED R - ,/a' R K 7/e' CALK-w ANCHORS, AS MANUFACTURED BY DEWUT INC (WN f'f:-]ODD D.f.:.) +B. STORM PANEL MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION AT 510RY PANEL iN - /li-tp PAIEUMTE FEMALE IO ! PANEUNh PLUS ANCHORS. AS 4ANUFA.CTUREO BY ELCO tONSTRIKRiMt PRODUCTS ACCORDANCE VRTN SE(:110N 7709.9.5 a FLORIDA BUILpING CODE ONE LABEL S7L\Il. BE PLACED FOR EVERY OPEfNNc (f'c-]350 D.f.i) LABELING TO Ca11PlY WITH SECTION , 709.9.2 a THE FIORtDA BUILDING CODE AI) MINIMUM EMBEDMEM a TAPCON ANCHORS INTO POURED CONCRETE SHAH BE t S/a' AND 2' FAR P,WFWAh FEMALE IO ! PANELANIIE PLVS. Ax) MINIMUM EMBEDMENT OF 1/1'e Y 7f6" CALM -IN ANCHORS SHALL BE IS 7f8' !tiT0 CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL a PERMITTED ,/� ANCHORS. � SIDEWALK BOLTS USED SHALL HE LONG ENO(lCi1(SHWLD ANY FINISH MATERIAL fK15,) i0 ENGAGE J/+" WIIaM,NN rcft A„T/(4NN A]) IN CASE TINT PRECAST STONE. PRECAST CONCRETE PANF15, OR PAVERS BE FWNO ON TIE Ex15TtHG WALL OR BOOR, ANCHORS SHALL BE. LONG ENOUGH TO REACH THE MAIN STRUCTURE BENINC SUCH PANE!_S, ANCHORAGE SHALL �:' •`�GENS` •" '� . � AS MENiINEA IN A1) AND RI A2).. _ � ••'•. (B) To GLOBAL Eslsrl� EONS BL R � : g . • No. 44167 _ - ,/a' a TAPCON ANCHOR$ AS MANUFACTURED HT I t w BIAIDEx. INC - FLORIDA BUILDING CODE NI h Velocity Nurricone Zone - 1Ja' 9 x 7/8' CAD( -IN ANCIWRS, AS MWUFACfURED M DEWILY INC (Pm-150O psi) Q•, F .,s ,W09F ntEoo. K rP - /la-tp PAhEL.ANh I-f/AA(i 10 AND PANRWTE PLII$ ANC/IDRS. AS MANUFACTURED BY ELCD CONSTRUCTION 20 CAGE GALYANLiEO STEEL STORM PANEL mwY97 PRODUCTS (rm-2O71 p..i) - ''"' A,K PRGTECTION PRODUCTS, LLC. airoyi010 T� E SIF O IMC aw .. s ,r Yaw ew,w n M,M P„OIL 19aryr-Taa n,E: (a.)fea-s797 20-176 PI, IIµ/A}N,Ulaf011[ _ ORYNIR 1b. G-ORbFi,t w,ata A iAiR #.. P£ Au n-w ii+6T awn aI or nT INTO POURED CONCRETE OR ,..CONCRETE BLOCK .tl01ArD�-1 „ lM Law AYOeK d >'an,. � waPrD l� p AIOOIS b IA"enp o � pa �,IwlmMa ._.� (---• �'."ec n � �p� -(a--� J•-- �m.nwn ,L� R I _I 4 cYr ]t . DEW ,• O 1 ,a,• ara xRN 3 aaowJ b 8 4 1 I 1 1 LSCALE 3/W.I' L 7N"�' I I/rT.ta 1 twc t1n 1 r ttC Sc4mIaE j 8 -` �J"� ------Ili ! I )Kry'Y,i )t' I �q MMN",ONn 1 ,,.y_tpJ/.• •yy �C'Ypw Motn ro ro 4k6. ; Wi.]/J71.i'/ F. , ,W w sEPAMtWK t I FYER,' �� 1MIa YUF�� HW 1 FO pVSa. 1 ■ y I ! 1 y� E ie ,dj 1 1mt� ,.. I 1 �� • 1 I 1 no" I 'Lti)ICIE,E DE..—/ 0 1 I j I et9cA I. » I IXaaXwW ; I - 1 I —E I,A-p PNaYm 's. L ti/-R]d�/ • Yf Y,7�, iitf aaYll OVu - I I I wuIED l ._-to--«---ea— 'u' � ! WALE AND DIRECT YOUNT!NG INST_ ,el � .—/n � YOUNI1NG MIST I SECITON 2' I s � ( I �J I t tc� tp�' 1 SS SfH[dAf /r.-rauH' 7t0 � 9FP/MTr + r�aaYl�aar/ 7 1 ro QA6S 1 iMa Nir e Q � 1 Ivur oAJW i� t 1 � 1 �$ 1 I � /r toayr• rs Px,Oor w/ T/awpr uw, son ,Alfa ,p+rFm/. ltawm e� a�ruclL wKAOIr� " w�Kt a aAf a waL7 ») � 1 I 1 1 1 I i , 1 1, � Q � SCALE J/b-,' FLOOR TO CEILING MOUNTING INST. >IlJILD-OUT YQUNTTNG ttVSt. scALE ]/e.,• B SECTION 3' SECTN91! 4 �L�%o.�.• �L wYE 3/e-1. O SEE FPmnnnats �,O ,elo:AfrllENra roR SCALE 3/8-1' Ulf tti Mp (j} Ai iM' K q NLaLH,LFI/FNNfFH i.!1 (a wm . q n ® N,I[CI$IiI To TRwn�` aR aA ,1><El A. `„/ A etaEn I.(LS�Ttl RBTA,LYWY iWE aN ale* y F ��. \CENst• ✓� 8 No. 44167 �..,•_ :. FLORIDA BUILDING GOOF N Q eDiw°Airr�wT °i'o sw�r ,di • _ a RIsrALLAuoN. P:aao nTEm, Fc © s �'•- STATE OF 20 GAGE GALVANIZED 5TEE DETAIL t L—.i____1 E.v . tacL ay.Nct �'• F 4r Cn sLT wawss eN SCALE ,/r . ,• vlEw�: GLOBAL PROTECiTIDN PI N N s —Cu N �- O O ^^11 O O O O W .� � `v O 0 Z z w N �VCU O U O U '� LLI Q Z Z Q /•J SHEET N0. SH 1.2 Ea• 10-0PANFJANtt PLUS w/ . ]/]y wwc MR WASHER (BEYOND) POURED CONCRETE OR CONCRETE BLOCK RECKONED WA MOUNTING INSTALLATION SEI,TION SB A IJFE PANEL FLORIDA LENGTH GENE)?AL NOT6Se VALA E-z 41ANES STORY PANEL SYSiEL 1 E-Z HANG S1tDR4 PANEL SHOWN ON THIS PR001JC'f EYµLNTIWt DOCUMENT (FED.) HAS BEEN VERIFIEi) FOR COMPLIANCE IN B Ij NNAMUY EMBEDMENT a TAPCON ANCHORS AftO PANEUAAtE FEMALE N ! PANfIA47E PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7tA ED,1WIt) a THE FLORIDA BUILDING COOf. 81.QCK SHALL � , ,/a' DES" WRW LOADS SwLL BE CETERMINEa AS PER SECTION 76200E THE ABOVE YEMIONED CODE, 82) •WiDA1M EMBEDMENT OF t/a'e X 7/e' GLX-QI ANCHORS SHALL BE IS 7/8' IMO CONCRETE. FOR A WIND SPEED AS REQUIRED BV THE JURISDICTION WHERE 71+E$£ SHUTTERS WILL � INSTALLED AND NO EMBEDMENT INTO ANY iRtlSH WikRNL SMALANCHORS L BE PERMITTED. FOR tt , A RitECTgNAL1. F KIIwO. 7- AN NOT ! ACTOR 65 USING ASCE 6 D SHALL EXCEED THE MAXIMUM AS.D. i 9- 4 20 S$ SIDEWALK BOLT5 USED 51La11 E 1 FINISH 11E51ON PR RA / B LONG EPgUGN SIOULD ANY NISH WRANL E7(IST TO PRESSURE 71N(S INDICATED UII SHEETS 23 ! 26 ENGAGE ]/a' IMO ANCHORS. Di ORDER TO VERIFY THE ABOVE CQNGRON, UL7tiAlh DESIGN WOW LOADS DETERMINED PER ASGE J-,e SMALL � FIRST REDUCED TO ASO. aE51GN WRB] LOADS BY MULTIPLYING THEM BY 0.6 w ORDER 70 5.37 w CASE THAT PRECAST' STONE, OR PRECAST CONCRETE PANELS BE FOUND ON 7FE EXISTING *AU- To COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS MdGhD ON SHEETS 25 k 26. ANCHORS SNAIL BE LONG EIVOUGN TO REACH THE MAIN 5'RtA:rURF BLNwO St1CN PANELS. ANCHORAGE SMALL BE AS MF7lnONCD w B.1) AND W B.1]. IN ORDER TO VERIFY THAT COMPONETtTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33x INCREASE w µLa1YABLE STRESS FOR WIND LOADS WAS � USED w TNERt ANµT'Sl$ FASTENERS SWING TO WOOD HAS BEEN _ DETERAwf[p IN ACCORDANCE WITH N.D.S. 2tT1S. ([) 4ATIUFACTLIRER. BE WALLED FALLOWING µL OF THE RECOMMENDATIONS AND SPECIFICATIONS a THE ANCHOR'$ STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED M ACCORpMICE VAIN SECTION 1e26 OF THE ABDYE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. A5 PROTOCOLS TAS-201, 11 n STMIl BE THE RESPOt15T80.1TY a THE CONTRACTOR TO VERIFY THE SOUNDNESS a THE STRUCTURE WHERE $HLlITEP TAS-202 AND TAS-203. R TO � ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER 311N1 ONLY BE ATTACHED TO CONCF$Tf. BLOCK OR w000 FRAME BUILDINGS. I nrl$ SYSTEM IKAS BEEN DESIGNED 10 BE INSTALLED ON TI/E OUTSIDE OF THE OPENING ACCESSING 'M OPENING FROM THE INSIDE W/O THE USE a A LADDER OR Ut-f THIS NTPiIGTRRt IS YµW WHEN INSTALLATION 1$ INTENDED TO BE PERFORMED 12 THE WSTAW710N COHRtACiOR IS 1p SEAL/CAULK ALL SNVRER COMPONENT EDGES WtRC11 REMAIN w CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING ID PREVENT NTNO/KAKI wTaUS10/t. GUIX AND SIX SHUTTER TRACKS ALL AROUND iULL J. SOtffS 1000 INSTALLATION 1$ APPl1CABlE t0 SwCIE AND DOUBLE H,/kG STYLE IYtN00W3 WHEN INSTALLATION IS REQUIRED ,O BE PERFORMED FROM THE INSIDE OF STRUCTURE. 13. St01tM PANEL tN5TAl1A7I0N SHALL COMPLY WITh SPECS wpGhO M THIS ORAWMNG T'L,JS AM BUILt]INC AND 20WNf. REGULATIONS PROVIDED EK THE JURISDICTION WHERE PERMIT IS APPLIED i0. <. SCALES 2000 IN5IALLAYgN IS APPLICABLE ip SINGLE AND DOUBLE HUNG AND HORIZONiN SLiDF.R3 STYLE WINDOWS WHEN INSTALLATION S REWIRLD TO � PERFORMED FROM THE INSIDE OF STRUCTURE, IA Al1.UM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SKTFL'" IS PW70R IFE1Ceq. 5. µl ALUMINUM EttiRUS101F3 TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) ,D (R) THIS PRODUCT EVALUATION DOCUMENT (P.EDJ PREPARED H1 7,Ks ENGINEER LS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.P. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED 8. µ1 AI.uMwUu SHEET METAL USED At CLOSURES SHALL HAVE J,OS-His AL(DT. (bj CONTRACTOR TO BE RESPOFiSTBLE FOR THE SELfCTWN, PURCHASE AND INSTALLATION INCLUDING LOFT SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL OUN.RY STEEL AS1M A-833 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PE.O. FRONDED HEJSNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/iy_ 58.5 Kai {AFTER ROLLED). MIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, e ALL SCREWS TO 8C STAINLESS STEEL JOi OR 316 N9 SERIES OR CORROSION RESKTMT COATED CARBON STEEL A5 PER DIN (c) THIS PRODUCT EYA,.UAtKw DOCUMENT Wi1L BE Ca/51pERf,O tNVAUp K MOdF1ED. 500,8 w/ 50 b, YIELD STRENGTH AND 90 Ka: TENSILE STRENGTH k SHALL. COMPLY N/ FEOMD• BUILDING CODE SECTION tat t.S.].i (e) SITE SPEC" PROJECTS SHAM. BE PREPARED BY A FLORIDA REG!5(ERED ENGRIE£P, d+ ARCHITECT w,tKN MILL S BOLTS TO 8E ASTM A-307 GALVANIZED STEEL., OR AKi 304 SERIES SiNNlESS STEEL. WITH 36 b. 4w,4w Y(pA STRENGTH SEC ME TIE ENGINEER a RECORD (E.O.RJ Tat THE PgpJECT AND wN0 wnt K RESPONSIBLE FAR THE PROPER USE OF THE P.E D. ENGINEER a RECORD, ACTING AS A OFLEt)A1FD ENGINEER TO THE P.E.D. ENGINEER, SILLLL 10, ANCtrORS TO WALL SrMJ.L BE AS FOLLOWS: SL18A11T TO THIS UTTER THE SHE SPECRTC DRAWINGS FOR REVIEW (A) TO ELOstYtG POURED �u [�Rcrr. (A) THIS PEA. SHALL BEAR THE DATE AND aOGiNµ SEAL AND SIGNATURE a THE PROFESSIONAL ENGINEER OF - 1/4'9 TAPCON ANCNai5 AS MANUFACTURED BY I.TW eUILDEX. INC (41N 1'cs]t92 ali.) RECORD THAT PREPARED R - ,/a' R K 7/e' CALK-w ANCHORS, AS MANUFACTURED BY DEWUT INC (WN f'f:-]ODD D.f.:.) +B. STORM PANEL MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION AT 510RY PANEL iN - /li-tp PAIEUMTE FEMALE IO ! PANEUNh PLUS ANCHORS. AS 4ANUFA.CTUREO BY ELCO tONSTRIKRiMt PRODUCTS ACCORDANCE VRTN SE(:110N 7709.9.5 a FLORIDA BUILpING CODE ONE LABEL S7L\Il. BE PLACED FOR EVERY OPEfNNc (f'c-]350 D.f.i) LABELING TO Ca11PlY WITH SECTION , 709.9.2 a THE FIORtDA BUILDING CODE AI) MINIMUM EMBEDMEM a TAPCON ANCHORS INTO POURED CONCRETE SHAH BE t S/a' AND 2' FAR P,WFWAh FEMALE IO ! PANELANIIE PLVS. Ax) MINIMUM EMBEDMENT OF 1/1'e Y 7f6" CALM -IN ANCHORS SHALL BE IS 7f8' !tiT0 CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL a PERMITTED ,/� ANCHORS. � SIDEWALK BOLTS USED SHALL HE LONG ENO(lCi1(SHWLD ANY FINISH MATERIAL fK15,) i0 ENGAGE J/+" WIIaM,NN rcft A„T/(4NN A]) IN CASE TINT PRECAST STONE. PRECAST CONCRETE PANF15, OR PAVERS BE FWNO ON TIE Ex15TtHG WALL OR BOOR, ANCHORS SHALL BE. LONG ENOUGH TO REACH THE MAIN STRUCTURE BENINC SUCH PANE!_S, ANCHORAGE SHALL �:' •`�GENS` •" '� . � AS MENiINEA IN A1) AND RI A2).. _ � ••'•. (B) To GLOBAL Eslsrl� EONS BL R � : g . • No. 44167 _ - ,/a' a TAPCON ANCHOR$ AS MANUFACTURED HT I t w BIAIDEx. INC - FLORIDA BUILDING CODE NI h Velocity Nurricone Zone - 1Ja' 9 x 7/8' CAD( -IN ANCIWRS, AS MWUFACfURED M DEWILY INC (Pm-150O psi) Q•, F .,s ,W09F ntEoo. K rP - /la-tp PAhEL.ANh I-f/AA(i 10 AND PANRWTE PLII$ ANC/IDRS. AS MANUFACTURED BY ELCD CONSTRUCTION 20 CAGE GALYANLiEO STEEL STORM PANEL mwY97 PRODUCTS (rm-2O71 p..i) - ''"' A,K PRGTECTION PRODUCTS, LLC. airoyi010 T� E SIF O IMC aw .. s ,r Yaw ew,w n M,M P„OIL 19aryr-Taa n,E: (a.)fea-s797 20-176 PI, IIµ/A}N,Ulaf011[ _ ORYNIR 1b. G-ORbFi,t w,ata A iAiR #.. P£ Au n-w ii+6T awn aI or nT INTO POURED CONCRETE OR ,..CONCRETE BLOCK .tl01ArD�-1 „ lM Law AYOeK d >'an,. � waPrD l� p AIOOIS b IA"enp o � pa �,IwlmMa ._.� (---• �'."ec n � �p� -(a--� J•-- �m.nwn ,L� R I _I 4 cYr ]t . DEW ,• O 1 ,a,• ara xRN 3 aaowJ b 8 4 1 I 1 1 LSCALE 3/W.I' L 7N"�' I I/rT.ta 1 twc t1n 1 r ttC Sc4mIaE j 8 -` �J"� ------Ili ! I )Kry'Y,i )t' I �q MMN",ONn 1 ,,.y_tpJ/.• •yy �C'Ypw Motn ro ro 4k6. ; Wi.]/J71.i'/ F. , ,W w sEPAMtWK t I FYER,' �� 1MIa YUF�� HW 1 FO pVSa. 1 ■ y I ! 1 y� E ie ,dj 1 1mt� ,.. I 1 �� • 1 I 1 no" I 'Lti)ICIE,E DE..—/ 0 1 I j I et9cA I. » I IXaaXwW ; I - 1 I —E I,A-p PNaYm 's. L ti/-R]d�/ • Yf Y,7�, iitf aaYll OVu - I I I wuIED l ._-to--«---ea— 'u' � ! WALE AND DIRECT YOUNT!NG INST_ ,el � .—/n � YOUNI1NG MIST I SECITON 2' I s � ( I �J I t tc� tp�' 1 SS SfH[dAf /r.-rauH' 7t0 � 9FP/MTr + r�aaYl�aar/ 7 1 ro QA6S 1 iMa Nir e Q � 1 Ivur oAJW i� t 1 � 1 �$ 1 I � /r toayr• rs Px,Oor w/ T/awpr uw, son ,Alfa ,p+rFm/. ltawm e� a�ruclL wKAOIr� " w�Kt a aAf a waL7 ») � 1 I 1 1 1 I i , 1 1, � Q � SCALE J/b-,' FLOOR TO CEILING MOUNTING INST. >IlJILD-OUT YQUNTTNG ttVSt. scALE ]/e.,• B SECTION 3' SECTN91! 4 �L�%o.�.• �L wYE 3/e-1. O SEE FPmnnnats �,O ,elo:AfrllENra roR SCALE 3/8-1' Ulf tti Mp (j} Ai iM' K q NLaLH,LFI/FNNfFH i.!1 (a wm . q n ® N,I[CI$IiI To TRwn�` aR aA ,1><El A. `„/ A etaEn I.(LS�Ttl RBTA,LYWY iWE aN ale* y F ��. \CENst• ✓� 8 No. 44167 �..,•_ :. FLORIDA BUILDING GOOF N Q eDiw°Airr�wT °i'o sw�r ,di • _ a RIsrALLAuoN. P:aao nTEm, Fc © s �'•- STATE OF 20 GAGE GALVANIZED 5TEE DETAIL t L—.i____1 E.v . tacL ay.Nct �'• F 4r Cn sLT wawss eN SCALE ,/r . ,• vlEw�: GLOBAL PROTECiTIDN PI N N s —Cu N �- O O ^^11 O O O O W .� � `v O 0 Z z w N �VCU O U O U '� LLI Q Z Z Q /•J SHEET N0. SH 1.2 INTO POURED CONCRETE OR ,..CONCRETE BLOCK .tl01ArD�-1 „ lM Law AYOeK d >'an,. � waPrD l� p AIOOIS b IA"enp o � pa �,IwlmMa ._.� (---• �'."ec n � �p� -(a--� J•-- �m.nwn ,L� R I _I 4 cYr ]t . DEW ,• O 1 ,a,• ara xRN 3 aaowJ b 8 4 1 I 1 1 LSCALE 3/W.I' L 7N"�' I I/rT.ta 1 twc t1n 1 r ttC Sc4mIaE j 8 -` �J"� ------Ili ! I )Kry'Y,i )t' I �q MMN",ONn 1 ,,.y_tpJ/.• •yy �C'Ypw Motn ro ro 4k6. ; Wi.]/J71.i'/ F. , ,W w sEPAMtWK t I FYER,' �� 1MIa YUF�� HW 1 FO pVSa. 1 ■ y I ! 1 y� E ie ,dj 1 1mt� ,.. I 1 �� • 1 I 1 no" I 'Lti)ICIE,E DE..—/ 0 1 I j I et9cA I. » I IXaaXwW ; I - 1 I —E I,A-p PNaYm 's. L ti/-R]d�/ • Yf Y,7�, iitf aaYll OVu - I I I wuIED l ._-to--«---ea— 'u' � ! WALE AND DIRECT YOUNT!NG INST_ ,el � .—/n � YOUNI1NG MIST I SECITON 2' I s � ( I �J I t tc� tp�' 1 SS SfH[dAf /r.-rauH' 7t0 � 9FP/MTr + r�aaYl�aar/ 7 1 ro QA6S 1 iMa Nir e Q � 1 Ivur oAJW i� t 1 � 1 �$ 1 I � /r toayr• rs Px,Oor w/ T/awpr uw, son ,Alfa ,p+rFm/. ltawm e� a�ruclL wKAOIr� " w�Kt a aAf a waL7 ») � 1 I 1 1 1 I i , 1 1, � Q � SCALE J/b-,' FLOOR TO CEILING MOUNTING INST. >IlJILD-OUT YQUNTTNG ttVSt. scALE ]/e.,• B SECTION 3' SECTN91! 4 �L�%o.�.• �L wYE 3/e-1. O SEE FPmnnnats �,O ,elo:AfrllENra roR SCALE 3/8-1' Ulf tti Mp (j} Ai iM' K q NLaLH,LFI/FNNfFH i.!1 (a wm . q n ® N,I[CI$IiI To TRwn�` aR aA ,1><El A. `„/ A etaEn I.(LS�Ttl RBTA,LYWY iWE aN ale* y F ��. \CENst• ✓� 8 No. 44167 �..,•_ :. FLORIDA BUILDING GOOF N Q eDiw°Airr�wT °i'o sw�r ,di • _ a RIsrALLAuoN. P:aao nTEm, Fc © s �'•- STATE OF 20 GAGE GALVANIZED 5TEE DETAIL t L—.i____1 E.v . tacL ay.Nct �'• F 4r Cn sLT wawss eN SCALE ,/r . ,• vlEw�: GLOBAL PROTECiTIDN PI N N s —Cu N �- O O ^^11 O O O O W .� � `v O 0 Z z w N �VCU O U O U '� LLI Q Z Z Q /•J SHEET N0. SH 1.2 1 I 1 1 1 I i , 1 1, � Q � SCALE J/b-,' FLOOR TO CEILING MOUNTING INST. >IlJILD-OUT YQUNTTNG ttVSt. scALE ]/e.,• B SECTION 3' SECTN91! 4 �L�%o.�.• �L wYE 3/e-1. O SEE FPmnnnats �,O ,elo:AfrllENra roR SCALE 3/8-1' Ulf tti Mp (j} Ai iM' K q NLaLH,LFI/FNNfFH i.!1 (a wm . q n ® N,I[CI$IiI To TRwn�` aR aA ,1><El A. `„/ A etaEn I.(LS�Ttl RBTA,LYWY iWE aN ale* y F ��. \CENst• ✓� 8 No. 44167 �..,•_ :. FLORIDA BUILDING GOOF N Q eDiw°Airr�wT °i'o sw�r ,di • _ a RIsrALLAuoN. P:aao nTEm, Fc © s �'•- STATE OF 20 GAGE GALVANIZED 5TEE DETAIL t L—.i____1 E.v . tacL ay.Nct �'• F 4r Cn sLT wawss eN SCALE ,/r . ,• vlEw�: GLOBAL PROTECiTIDN PI N N s —Cu N �- O O ^^11 O O O O W .� � `v O 0 Z z w N �VCU O U O U '� LLI Q Z Z Q /•J SHEET N0. SH 1.2 Z z w N �VCU O U O U '� LLI Q Z Z Q /•J SHEET N0. SH 1.2 SHEET N0. SH 1.2 , I /, . . 1'. , . I AI HIE 1 L ' .,1:, Ili _ +. � 7l �! i-YI LAN, l.:'A.S mi Egmovicum SD I Mr,. 1- i wNR/UTMO 7IW PWI A YO IWAYRdC. (Oaf) (SEE ILON N65a, -75_3 iG' OR LESS I 2 slir R BOLTED • 1•. 2'. 3', "w, 2,w @ 31Y ad6.0 -Y'$.} _ 70' OR ICES 7 x 8- BOLTED ' / a' @ TM ' so 11EitSIT�R@ Mt/4-i-jnJti�S. ASEL WITIO R)T AT OVERLAPA, 401E OF PAdil LENGTH PANEL 1 I t` w . . ..... , _____ __-- a. _ M .L _ +Ra. .r . l .,V: VI t RV Mt 4. 1� I .. `1 IP I .�171 i I 71. .+fl •;Na. 1 ml'' Nu ' w1:6. .b A.SIMUM I PRESSURE RATING R.i: MMawM :ANCHORS SPANN6 FOR L D.. 3 1/2*- APPLICABLE TO Ri1iP6 t @ TNEM� �am j I A PPEAN, -141 i 6FliGiN •L' (RL} TAPCO S NIU-NRI PANeLMATt FEMALE 1D PAM UWATE Po.EIs TO CONCRETECONCRETE ,ED CONOREIE K TO CoHem 1ECONCRETE TO CONCRETEIn' Lou�fA 12• N A I 1 T N A 1T` P j NA / I 2 NA / 1' (TOP) s 2' RP It* 3"i j IO" 3- i 5' A- g• 4• 1' ($Off)+ 12" 3' 12' S' Q a- 6' 8^ 6` 1' (BOTTOM i+ 66.0, -75,3 NIA N/A { _- I N/A N/A NI /A N/A N/A N/A 1 12 1 /2- 1 12 1 /2" I t' t t' 2' (�IT01A) 2' (BOTTOM)/A -- 70. OR LESS �T7 N/A B t/T` N/A 1 I f1• NIA j # 1/2` MIA 3' (TOP) i2" N A / 12' N 9 2 a 1' ` N A '� 9 1 3^ N A17, 1, N/A 1 12' N/A 17, N/A iT' N/A 4• (TOP} 12' 6' 12, 9 I/2' 12- 11' t2' 1t" t' (BOTTOM) 11 If eIiWTED TO i6.0 o.0. AS D DESIGN PRESSURE RATNC *SEE SHEET 26 FOR ANCHORS TYPE & SPAC K FOR wSTAtAIIS INTO WOW IRATE 61ALOING WMi ANCHOR SPACINGS AND M UM EWE DISTANCE ARE 01000E TID ON THIS SCHEDULE FOR Ed INS$ 04XCAYM P1 It"5N71EQulE RE0110E ANCHOR SPACING BY wA.nPLYCN SPACING 4M tw SCHC K F PSH iM F0L(DWANG ACTORS. SO K THIS SOS uCOO SP SIP F ti1G ACING OBTAINED U441f+ ACTOR 5NM61 TO MI NG E UES10T EAM RO KI H A OR EEO, ANCHOR TYPE AT ANC BE LE55 THAN MNAW SPACING FD ANCHORS LEGEND 1RiOtOR TINE to 1 ... 1 1 7/4 ININN W --- ,M, AAaNDe S wmo Be.) 3 ! 3 1 ,/2 rWimAOv o-w. 0") 3 3 ! ! GR.NIrN OMrYW - -I_ 3 ..- .3 ,/2 3 In - - AG011 EA I= wwm liam -___ ' 1/r n ' x Ilr -_ -_ - - ME `- --� _ _ _ 1 + REQUIRES AN,, DISTANCE BETWEEN BOTTOM OF PANEL I ANO S0 6E. 1/2* 1 2' f MiA- I ++ REQUIRES Mor. DISTANCE BETWEEN BOTTOM O PANEL I AND (�, TO BE: 3116' 3I1G Ni. Hurricane C MPONFNTS FOR REGULAR, UFE SAFETY & E-Z HANG 'NORM PANEL SYSTEMS (SCALE 112w1") - _ _ .__ .. .. - ' (TOTAL -. _ -. ( Of WIDTH) } .. - . -. - z.ler. _ -- _ -- - _ _- 12. 500' (EFFECTIVE WIDTH) - . - - - .2i0'_,_ -toy i i L 1/4^e-2A3t4' -•- ,75D`:-. S.S. S7U0 MCIID : ` ._ 6 1/4 (TIP.)-_. --. ,Y r .37i=-, yam^ 0 ANou M 6 ,/4` 500`%_- 1.350' -, - 1J40'._ 08p OR M ,2 T/E• O,C •-..I 350' - I1.50D• 1.250' 1G0• 16g'-, •_ i •D• I, (MO of IEYwN= _ I 260T ( HEMMEb MAL TIOCK(B FA0tz:_N;�E_ _ 3.375, ). \ .�4. . 67I. ti' L 868` I T -.... C F-11OG' : (DOE . TYR.�4' . HEMIMEO; - 2./I5• EDGE - I __ SES Tp0S7iD /A9NBRA_.. -IIKTAA A 1 STORM PANEL T__. _ . 0 _ . _ _ _ _ ----- j-- i S46 l5` A-- -- ± '08 t,YP.) '..SSG'--. -..-i.}50' - PAILS SHALL K INSTALLED ALPMYS DETAIL -. 2.G00'_ - -. - - 2,3E7' _ __ now LEFT TO "RR W/ 1/2• LED PMEI. w w 2 H 3 w �AM. WITH F"� TRICK 4 Wi.E i AT A END LEST � DF .HEADER . I•.LI114.L ,. " TOP OF PANEL EDGE 0.024• SMtn.) ,. . ENRIN!(5 OIYI !1P W/ Nfo" FEW, - }75' : #.270' PA }% E - NEL ANTE +GLOB' � I i Wm6tY WW 4 !N - `'' ems•... i -- GAlVANW STEEt I I i f P r _. 1 IR .:.: !!N ', -720G` 5✓ N - 1.625 0 375' - 3,$LEi 0.25D•# 259,' _,...._-. // - O2b0 �_ � I NE"ME� __' , .07• e.62S' ( PoP�E, - -' _ -' 0 L 1 x25o w /._ VIEW DETAIL i -_. -. R Y: 200 I PANEL A I ' Fi27G I - tom■ OR -� 5F _t . .2°'+01 4SO�IC .ISO" _,r - {1- ,. ROUNDED CORNER 0 ENDS OF PANEL'S -- AeE ENG LIP */ HEMMED EDGE. 378, _ -. 1 • am* . 1 , `__sW.Fi2S' �125' ^--�2 ,I (N.I S) 37s"_ �� P,P. EWTTO" DAMMIJ 3.750° 472' 2-SOD' R 091 067. TFjF��I� ' _ in'P.) i) 71° F"1 , EDGE P PANEL KEY HOLE WASHER SHOT -Hiss AIUY. ALLOY �6 KEY HOIi AT PANEL .- 7so• - .. . 2.124' -'- 7W - DIY rSQ SHEET! 6 FOR A0DIn3NF1 tETNGIN 6 1 I'. I I !.250' ... . . , O SLEEVE 2 i IB" ,Qot' . MAX. LENGTH I .375' ..,.-2.OAG• ..- I - - 175• �.) 4 2.1m. F RSUEEWORST R WOO ,ME%1 FOR 8NSTALUTWNI IMD ONLY VALID A Ise' rCV,D STRUCTURES 3..750" --t93-. -;,,_ ` 12Y 2.000' a. iqY -254a'----- L-„6'OQ p5p'iL (irP.) I L 7� (7 REV. *He m-ADER (8 wU' HEADER I f MR.) - _. - I' 1' mik 10 S' Mo.. -_--- .- ® SLEEVE IN MAX. - 2.G00" _ I LENGTH * O ANGLE ,"""LPN i 1 "r TRACK 147 PANEL aN R .574• H-- , ....E ,} t 1' 696• R .,._.. _ SLOW- - -. 906 r-(s ALLOY 394_,.«2DO,. : ''ttrUD• (--- T-v J 082•$Q'•' '-'..,. _ .47G' I . __ }275` I*" ... GIP-fiI �wRY•1 PIMA.A4, A)Io,t, A. TIT 1".•,E • CEN ./ry"c,i TREE ONLY -"- _ N lG' •''•' £ SYSTEM) /I i )4• Mf=1 FOR E,Z HANG STORM FOR E-2 hRANTi STORM PANEL 6W3-i$ ALMA. AF.10Y 1.67t' Z.Oae„ T I.1i5" .8I . 2 1 . + MIN 0 ? No. 44167 ? FLORIDA BUILDING CODE ("on High VelocityH"rrieona ZomE • I `- ZO - - I 08a" 1, 1.9Lq ,23,. 3, 'Ia, ""-MIN. 4 ( ,,• III' T_ _ - .t. m ow.-- I __ _ . ---- BET irCTg45 --_ �A #!iw nI[w ac. _ = ? q STATE OF -' - 15O' .- �. : Q •.• 'r a '^� MN , _, a \� 1 i L E GLOBAL Fa. 24 GACE GALVANIZED STEEL STORM PANEL aiAwN of OI3T/fil0 PROTECTM PRODUCTS. LTC. 9WE pE� (r� 13 OUT I�WpI�LDy- w © FAN 4 p1 rE �L� �+. TRACK I At 5 WASNERED S37iLi1I 01 NE (@ `'-�--'- j•' L H E H a.".: D0, "_*c- i+wT PH-,u, WINGNUT La-m�i9 4N9 S.W, SI STORM OWw. n.. 335,E 20-175 KPIW: (N+Iei9-764A FAc Ne6*Me9"6797 . +PR„w y. dRMW6 Na 3 MCK ANGLE QAMAC 3 ALLOY) PE IEIEJSYdIMURi/DA1E WSY.RA A TLLO W- P.E - ITt67 NL 1t-w /R w,[: 7 P 5tl LW 1 STALLAjlpN QUAILS FOR REGULAR PAUL O) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATION _ CONCRETE ANCHORS (SEE SCHEDULE OF) (SEE SCHFOULE ON ..__- EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) EXISTING POURED B CONCRETE OR L'OED, BLOCK OR CONCRETE BLOCK SHEETS 9 THROUGH 14D, REOU6tED. .!.•y i PEWA2E6. / �.; fiRNATE EEO ,I °. }} C ARC ED. OHLxEE1E HORS 'T �'f;; LOCATION EXISTING POURED IEEE SCHEDtM1E DO {,^'� CONCRETE REWIRED .�„ SHEETS 9 THROUGH 1 - .2 i "//1L� , .- _ Ae.. - Eo _ i ' _-'ItW °W,4Di,i �T' IDS 9LWd dl 1 VA. / i IWy ` E IIMN IT .. •'_ 1 - ,/I'-xwP S.i MS W/ r(t - _ .. _ CONCRETE AAGHORS ._.., • 17 +/7' oX. ---. _ I _. .. I I F D , (5£E SCHEDULE ON; % �/7• , i ISHEENS 9 T"RIOWdN 10) 4 /'' I A4Y- iaAa eun ILO ", -,`, � i 1 E 0 I w 4 /p• 6a. �/ I 1.• MEP,. R - ,I? 1 R LENGTH r EFOSnIIst_i I R &�S ____ �� (SEE I I ! i 5 E b �j `.D I = ) (SEE SCHEDULE (D I ON SHEff 3 �Oy,} I 9 1 I 1 T aY-7AI' f 4 1 i i win. fr'*, FOi SPACER 1 e � I 1Ci,` AI SCH E1ddi As ®,..3a ,. ]' I TSOPARA�n SON E.. ��:1 A N Ai EA 3 - .' 1 ON SHEETS - ,.;a: d rt pQ fvN rah - iION TO GLASS 1 1/.'L-al,t' (SEE SCHEDULE I I� / ! I9LRN aQ t•-11 "t' Mo.. ..,I n. (SEE SCHEDULE ON I aRlw E. ears p t ON SHEET 3) I A a DUTA7� SPACERig (C. �... t, I� (tH m EWLl 7` IWa. 1 Y}. k '.:. w UDR AWE,. t .. 1 I I PANEL LENGTH / S:Eif 3) - 7 - ISYEIAI OAR 7•d') E ROIL E / IEEE SCHF.DUIE R( n tBaR,I INFRA r-e•) PANEL IEMOTN { {I -.` ., tL1 SNFFI 3) (CNN �r:3}E i - IL9n _. TNESEE EM-1 -E I E E I TO G A ESL. f �{ ]d .- A - 9(SEE SCNEb1AE 1 SD% - r _ 5life N Y.,_ I. -.""'I Tjp / f I ON SHEET 3) i i OF IV �.T I `.1" OF •L' I p ''.�'``}} 1 E i MAX. Y I-_ (.,,!) 3 MAX. I . () I M T i f #SOR t 1 f •ELLS' E D R e - SPACER 1 q "L, f I I f0 12 t/x D.C.: ". y ___..__ I E 0 , LENGTH I I MAX i lE ,IV IR I I 11N•r-7u,,• I f : / . - I I t' S MFM oats R --� I I , "1:. IT, 1 I/4• o.c. - - - .. CONCRETE ANCHORS EXtSi1NG POURED (SEE SCHEDULE ON `"`(' (SSE SGNEDULECONCRETEH OWN 1 CONCRETE �i; I. eO9E CF WALL SIR SL48 SHEETS 9 THROVGN IO) z-Y INCEST 0 THROUGH t0) _ ., 2 /.-. REQUIRED /8' LONG MAX.MA%. KUMAVI,W . j (ALT. CONDITION) �;:, r.� SPACERS 0 a ///i' O.C, VALO FOR 3 f4 '. Ext5nN0 POLIIEO COMPETE ALA. DESIGN YQADT AND PANEL CUDO ,..•_ OR CONCRETE flns1w. POURED CONCRET. LENGTHS PER SHEET 3_ I&"I"'. TEANC RSi_. REQUIRED. OR CONCRETE BLOCK R' MAX, LONG ALUMINUM SPACERS 0 (SEE. CONCRETE SHEETS 9 iFIROU01f ,,, - ED _ - t2 1/2' GC. (SEE TABLE PI ON SHEETS 9 A to,) SECTION 5 ,M WaEMERS (I OR CEILING MO FLOOR MOUNTING BUILD -ply SCALE 3/8.1• SCALE 3/8-1- SCALE 3/8.1- a,IBtp1T"', L(/ANE ... l' ' ..SyS'ENFz FLORIDA B(Jllt)iNG CODE Non Met, Voloccity Hurricane Zan# r im TA.1ENXf P,C T.P. - 4 V M 2 GAGE GALVANIZED STEEL STORM PANEL D. 4IT, - DR,MN I,. N.QTF 29_Q 111A5_m OF SEMIGNS. * . Vr . k c =.� --7-, �T E GLOBAL PROTECTION PRODUCTS, LLC. o>�XT" SEE SCHEDULE ON .._ -.-..._.- 4 D� i C O DNi. PA3v E.D, w EDGE DISTANCE = 'P. STATE0/�, ( TOP B BOTTOM it, FLORTOE,@ .wOStv W.IL ,Teo TO CAN DAv� n. uT,N Y WAY N SHEETS B B t0) COMBINED BV ANY WAY TO SUIT ANY 'xC FEW wMa a Nr .Err IwrMan m _ F , . 7 FAX: -i7i720 175 aH PrrX; 616,/y TILL. � RANm-,Au u - SASE (951HtlINSTALIAT)0N. fQ E.N MO....I... NwA a N er.rl w wN W .®aw 4wt 4NMww I% 011f111dwev A��T1b. nsvoAIE "ALTER PC s P-,4 1 INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-z HANG STORM E �a) INTO EXiSTING WOOD STRUr,I RES - /." LAG SCREWS a a' TIC W/ Y Mir. 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N d -i t w ,2. cc 6.' a� i ;A - xs• M _ y t N7 - o. 1 i � I (n I*NNFJaTEFEMALE In 6 1 a' I' N5Wl - 0/ es`,+p M - AN 1 W'#. 3l tR EiWR US w 3 tG PSI 2 /� . -1 Pw ., g.. +� t{' i'Mn"I AF'AOED Ten. f_ _ W 4 .., • ,/ ^#-2tJ.3/N• wiTH I ($E NOEL IA BE,.,A4'.iONb i2 1/1 C.L _ _ 3 of I w/ 7tah3f32' Ar,G •a^Ir Lac 6GREws W 6' oc w: // ` 6 ttUT R , N'M-za 3 . ,• Nu, 1 J/A'e- /N' M.5 W,' I. ! 25D 71INA95CJdw ESEF t: 2' WO 2' L / iHRFA6E0 PEHETRA'friN -_iROOl7 I 'IA6 // RAF:, WEF0.Ai€°REWiRt'0 Ja MJf".. Norf IA Ewj.OY7 AI10NnD1H fFF PLATE AT SER,rs 7OA OK ',AT OR ON EWE SIR , l e}2. 8_ 2) t a T:MAIE RLJS W/, THUM�[CRLW E NGTE iAT.C+KS - 6 / 20.S1 M S. w/ Ili'M]{32' 1\ r{66, Men PE'HEI: AFfCAY 41, 7 w �M ikNi Nus ! ! z• 0 c. TER rga¢ t� ,J.•P tA: SCREWS II 6' C.0 W/ :JAL•# LAG SCREWS o b' OC. W/ "n f2> 2iII, P -2- . 1, , `/7' arv. THREADED PErETRA%N Mn. N2 d"e4'_.' I IJ2• li THREADED PEAETNATOH wa00 „USE AEDUWREn ALT�„$_NA__TjjfE 2° W + MIOWmI,; ra PlAT€ woBli IatE NEaUHMT, FLAT OR (XN COGS MALE 1 4'.'.` "IT'. 2-+a' WOOD RAT CF G 001, / PEA*E R:& Iw tE `,� ALTAR IE 1/ Qy � sE`ALE 1/A'=�• Ruli dull el ts. FL,i R TQ C�Id�IG III �IyaN ALTERNATM 4ENW INSTAL,M#a� NSTALLATIONS ARE ONiY VAUO FDR BUILDINGS VI A,$ D. DESIGN LDAGS - AgNRSNELxN, j A g"'•��y SCALE ,/F-•!' ' UP TD +664, -75.3 PYI AND PAkEL'S tENCtH UP to 5'-IO' A,AYA QL A Ti(N`AiMMATIYE 3'W 2 FOR NEW WOOD FRAME CONSTRUCT" MOON, MEMBERS IC RE SOU,H_RN � iE•.,• •% SC AL IJN'=1• SA'___ __Jr DF 0,55 OR EO'UA'. - �,, _ '•. J ...,9 - �. `�CENfF .. - FLORIDABUILDING CODE (High VelocityHurricane Zons t1018 : .. ex6Ma *aTEGa, 20 GAGE GALVANIZED STEEL STORM PANEL >r SEE $FECRY,AT AND PFOURRTM£h s FDR USE of Q AT YQP AS ,--, * • 13t i DEAW, w No. 4FGF,�.` 'Pet WELL As PAwEL ,�co„NEBe,.:N ro TPA„Ks aR( iTaNTt'A .- e�, --, Msr»/'mm. D'u M 2Dva Ae3TA1A.TIN: TIRE Dw Ff'! 2- At M, RI.EI ON NGO.R t .G' STE... _ GLOBALPROTECTION PRODUCTS, LLC. �,g Ft() - -IL E 6 O TANH of KFCiLi a NATIVE TOP EA13Cn WD� Fay E' . NNc TER___ -_J jNMa sw. , smrt �'',FISSrQNo 7' "'•'+-+�`�' a NfA eRBNi a AM awTE. <i'I.-!,N =1 W, s a I+laa.p. 1]1r PHONE (W51 MI6, FA%: fextBeR-A7nT 20-176 I0P A �nrw MDlu+rei7s uw iF G;FY ED w ANY n: NYPPIIf n'^• FART II. AS ,a; nr-TALI. WAY TO Burr P#, s64ALtATIOM. SCALE: 'le . I• G 00,4! R W PWewIO No: NOIE SALTIER 1AC- NOT SHORAN f0R CLEAT, A.E 4FAI.NT' FNAE/C 'E .L,. A nU` Mi, PS - - .w 2L P 7e 1 /4, 3/4, 4/5. 5/5 & 6/S IL!M 41N6 E P N L 1 LENM "L* SCHEDULE ONLY FOR REf(ULAR STORM 2/4 1W/6. 2VI 3W/7 & 4W/7 c INSTAtt� ON INTO POURED CONCRETE. CONCRETE BL M NL WOOD (t) 3' Mo ANCHORS (SEE SCHEDULE ON - _3• MAX 71- iA '-"Re'- _- -t` MIN - -- SHEETS 2. t0 611) 1. •.. f�ILiII,E.�A rI C(b m8fi smAm @NMFL,f PILNILLSl1 ! AT FAN'➢ b O ----. O b AT TOP OR ROTTOM END MMU TRACKS I- II i,-3E...?�t 1?$ - -. _.._ --(--L. i -_ _f.__F D.M.. 2. 3. 4 . (- � -I- L -F_�- r R---R--r--r': ' - r ;-�-r-r--r- i �, # 1 n O. K OR I RE AT H DO -# WITH S (8 SIN C4 IM)L Tom_ tlTio. EAS MAXIMUM PANEL LENGTH "L+" OR wL-" (ft.) 0 MAXIMUM ADESIGNS.D, PRESSURERATING .i.T.. PT _) (D-J)( CONCRETE @ WOOD IN S'rALU.TWy NS i a -L- Pao 12'-D• 12 0" .3D0 747-9" II"'. - - 3S4 ao-r0' w-O• - so _ r _T•-'-i;--,- 0 _n - #.50 __ S09 _ _ $5.0 T6$.RIOI. 0 -_- 70.0 _._ 9 a' Y__ 9 f a IT 3' a 0^ 2�_. 8 9' a #'J_ a--0__ 7 7 r # 7-0... 750 7 35_ 6 TO• !Lv a 2` r s--_ _!iv-__ 900 a--o' a s' 6 9 a 2' RS 0 .- _._ i 9' i 0_ -'- tw a s' S I r - fO30_ -. _ 8-3' 3 9'.. TWO I - 3�r _ 1150 -- _S'-i•111. MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM AS.D. DESIGN PRESSURE RATIO (P.T.I:) (+ a -) CONCRETE @ WOOD INSTALLATIONS t L+ L. 20.0 I#•_4 L3•_0• 25.0 - 121-to, IE,-J• Y).0�® It --a- 10•-2• 35.0 _ 10,-10' W'-9' eca 9'-i V.- - #3.0 9'- I R_7 8 _r- a _2' - 5D0 _ S50 600 65.0� 7d.0 a -3 6'-0 T'-a a-5 a D- a 5• 7`2' 6•-$I•. a•-.r 6,-f, _ _Ia0 eo.IT r_D i -5 Gt0 a-0 - I'-,' 90. 0 6 '_9 d-I- 9J 0 6�a __ 5 IO' ,_..IIXf O 6-3 5 T 5'-I' Ptno _ I IGO _6'-3, - 5'-T u5.0 - #,-go' _ 7194 4•-6' MM!MW" SEPARATIDIT TO MASS SCHEDULE MAXMUM PANEL 6ENd'1H WIND SPEEDO 4 170 .n.P n WNW SPEED . 170 -0.0 I.) Ut10.f5TENtNED REiIn11NE0 1FNRE57RyNED RESTRAINED 30 OR LESS Y• )' 6' 6 1/4• >33 TO 90 (' 1' 7 1/2- 1 7 1/2- )go TO I45 >Y Tq tbd. i' I . f-_+� 1' 7 1/2• 7 1/2' - 7 1/2• MiN1141IM PANEL LFUGTH (Inl FOR A GIVEN MOUNTING CONDITION w1 u Or'1 i ! , I t i i. 1 i I I I 1' i I 1 1 i 1 1 1, I j j j I I-!- i L ! I t� ` { I f i i UNBOLTED PANELS I E - i 3 i (.. - _! k _ ! _! I 1P W. i i'- B13LiE0 ANEIS / N-20X -155. �0 -• (SEE SECTIONS A5 I I j ' I 11 ' i j MS.. RO.T W/ FJL OVERLAP. 9 I APPLICABLE) j! j(SEE SECTORS AS APPLICABL.E.) I II [ } - i I , 1 I. I ) L i - . 1 I 7 i k I I I 1 R ! 1 r° 1 D_M.. 3 4 O' �' l - I ( ---1 a1._ -! -) ! - f- -I - � - Of 1 3 WAX 4 1 1 ._ 3- MAI - I. MN 2/4 _ ,� 1/4. 3/4. 4/5. S/S & 6/5 " MIN. W W 6 W 7&4W 1 6 2 3 - -_ - _._._ANCHORS (SEE SCHEDULE ON SHEETS, 9. 14 AT 1) - REGULAR STORM PANEL 0> ELEVATION IN- NT,S. . 1/a' MANGAP (MPL DNENlP .1Iii weLlm T T� �1.TtNJ DIRECT MOUNT j •, ( ,U, I T.SSIU05• WAGER HEADER 1 ANGLE •F` TRACK ,TUI�CK i = WUnD-OUT Y• ,RA« - DIRECT MOUNT 66' 1. 32• 35" 55• SO• 1.4 ,.5'XI.S' STUD ANGLE. 35• .. 32^ 32• 1 32' "- A2• 38' se. .� 6 'F' tTUCK 55• - 32' s2• 1 AI' a7• 80' W. - f w rxDSUR ACE AA' S2,1'� 38 601 I ya, 58• i - OSLm _ 50' 32' 32' AI.. '_'`. ( TOP ' U/Y�TTER ECT A '� N T,S. molm- Olt) L.. MMWOMIM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE ALSO. DESIGN UDAD. L-: !PAWL A LOWAGLE PANEL LENGTH FOR A GRAN NECATNE A-S..D. DESIGN LDML (2) PROCEDURE TO OCrOM IE M%W* PANEL LFNOTRI OWN A POSITIVE ESA. DES" LONG, EET'E "ENE MAXIMUM PAIR L04M %.' PROM SCHEDULE, OVER A N€CAINE A5:0. OSW" LOAF, DE'IERWNE AMJGWR,1 PANEL LENGTH 'L-• FROM SCMiOURE, FINAL MAXIMUM ALftW PEEL EENGtM 6 FYA/A ro THE ADM" DETEftit4M PANEL LENGTH BETWEEN 1+' Am "L-•, (3) SEE SCHEME BELOW FOR MR. PANEL LENGTH FOR POROSITYOUk*MATXW RNSTA.IA. MTO WOOD ARE"A "Go ED 1 95 "" "a ALSO- DESXWI PRESSURE RA . �t. NT•.'S 4, to @ IT FOR MAR. ESA. GtSIGAR LOA65 w MAX. PANEL LENXs HS FOR ` A`RV, 9PAYR a USED •9Dtl EN 1 VVV�S � FLORIDA BUILDING CODE (Man High Velocity Hurricane Zone) *, 0. 44167 ; =.._..RILL °'im wc, 14 GAGE 611LYAIN2E0 STEEL STORM PANEL - - NMYWI 9Y �'. - * '.* / / ®t 0>/7>/RM1" TA 7E OF _ ( j� 1 L��G . N P CTS PROTECTKI RODU I LLC, M F 1 + ,, 4051 •. p . r{r �� r ORIO •, "IEr %}'4I0"ECrs N!i •cii�\:.III AN. - SHEET a FAIL rAx 4u**)oi-6a7_--�- - rNtlT 76;lIM6 A COMPANYP6DO , -:. r m, wY,rw wmW n SIT,«m¢ aL"IAwNF o,_,.,..DxL(ia)ew-r,,.e 2G-175 aRIN.9 Nw INSTALLATION DEJAILS FQR REQULAA 1 IQ WOOD STRUCTURES q ,i ' t WOOD ANCHORS a _ , _ . I . SEP/IMRATION ..( - -SEE SCNEDULf QM _. I r TO GLASS, ( -"� { Ij I (SEE SCHEDULE I r/4•.-xar' , ( i tN'.-W... ON SIFEEP 3J .ti i $HEE7 i 1) _ ' �5„Iel, IWM,,it NR�6LwArs w ` {F}--- NN��9,i A�.,. 1.-- j_. t16E nA M/ii . -{ a' , _r. L 1 - I , l i !06M4 OFDI AFT jJ _. _.. _..... ,. N 1 i i• Miix. I jl�['Fj,:J } -1 - �, I Extsulti - 1'- --- - - I PANEL LENGTH WOOD.{ WOOD HEADER _ if - .2 WOOD ANC HORS =i.-__ . f I - I i (SEE SCHEDULE .' Ii SEE SCHEDULE ON '�:kL,. ,,. _., .__ 1 _._ _.J _..,ASHEET T... _� ..__ _ _`ll`'.._-_--__-_�.. ON VA' ii) I� -� SHEET _01 1 SPACER _'I i-T Stl% ...f1/2-: �' I OF 1 IEoI 1� 1 E Y -.-7 .._ T .) I LEWKGTOItT ILA . '1 WORD HEADER I I " ( I I 1 EOI i ). AI•I1. - it i REGDBEO Min L I I I - -- -' 1 I __ I _ 1.�-_I I - )� R { _,..L@I* MAX. LONG AEUWNUM SPACERS 0 12 1/2' i TABLE I 1 - I I GJ O.C. (SEE Dt ON SHEET 11.) I MT 1 i .. N SEE NOTE - BELOW FOR LIMITATIONS FOR f 1 I I' # 5CPARAitDN1 I ��) T` MAX. 1' WX. 1 1/2' LONG SE.EEVES. E.. 10 GLASS. 1 PANEL LENGTH t ) I I PANEL LEIfGni 1 (SEE SCHEDULE t (TEE SGHE.IXRLE I 1 }} (SEE SCHEDULF P E R ON SNIPES 3) 1 ON SHEET 3) 1 I I. I ON SHEET 3} � 44{ - ANEt MATE EMALE O 0 PANEL MATE - j PLUS (SEE SCHEDULE ON SHEET It) 1 1 I/I<P-2RH,• e t I ! j 1 FUL iOE�1�5� ./�a9 I _ ,,, I (- - '1 R rA LTAAfM 1 Min I I I ! '. I -`. t {.THEE IDR 11NIm I 3€➢ARAiiDN 1 ! 1 =. au T-h EXISTING _ I r0 GUSS I PLAT° WOOD - EXISTING PLATE tEOU1RED GLASS ;. I GLASS t_(SEE sCHEDFL.E i -(_) I i. DH SHEET 3 ) DIRECT 2V�LL�Jt SPIA FJL t Ai I I i __ _ * I I - I I � ALTERNATIVE 2W° - { i �) - "-, t I -- 7 3A SCALE 3/8." I I ,� 5D% I 11 I I ¢. 41i 1/2" O.C. SEE TABLE P1 DH SHEET Y1 FOR MAX PANEL LENGTHS At I I A MAX. ASA DES" LOADS FOR THIS INSTALLATION. I I OF 1' F i!i! R j'p {^ I F {� AIAX D .11 L------I 3 -i T 1/2- 0. C E 1". I!, 1 E0 I -. ,^ N ! I �I .. _. WOW ANCHORS f III* NTH 1 __:t __ _ __ -. l _ _ i !! _A STAGGERED W/ STUD Eo j{ i (SEE SCHEDULE ON i FACq 9: wr K 1 f/2' IONp s: {# SHEET iT) (1)RNbMA1MH 6 UM11CD 10 A ONE SRON 9ALOPM WM IT-r I =k31Yii. _^v..�---_i ' >11E9rT7KKE yI 3•14' W0p0 _1yj - ANY j PoI.WDM1D RD Y 0 } PIATE REWWRED WOOD ANCHORS .1I I - 1• WL sakwi N TO THREE .NW^E02-.4' WOOD ',' {{ STAGGERED WJ STUD ON SHEET 3 MW' 9E iFOXYII TO r/4' A4 -... I1. ELATE REWIRED I Go AwGMpK 90WD nie, COMPO w q (PART MBE Fawwr NI ON • :�• } (SEE SCHEDULE ON IDMG +Mi nE rou0WRN0 eOlAlifolb ARE -. _ _ L- PwNO. wit PLEnI SHLM. eE YAXRAMt A i 1/i• ae. - 4 SHEET' t1) 1 C01WlRPD eREE CONS 6 A IBSaIWCfON PIER" 12 e/r TLC- WRAW9 NIDMID aN { E { TERM 5) SID SIG PR ACV (. () IMkTM Wxm IS -45 qRE 2. 1 SD1 a LW NIIOM LENGTH 6 GE PANEL AT6 }( (MAX .( - - ROM PANG ALLAM ON . (2) k"" S Rm AWNM LOOM 5 I , scoamulL SMNt1 "), ; 17" 6 WALL MOnU�NTiNG ! {3) stGlsA t'AIOL wWTAwtaN R ONLY I 1,51160 ALTERNATIVE 1 (#) 1 I!2' lDW6 swmH GOfPiMRR PA SHALL. BE A9 9ROGTm ON ; SCALE 3/B•i' SKEETL e6avLe1KW P , IJ2 LaNG aWCER w IRS PLY �TERNATNE 1 W I PRO AN 17(mfP9 WOOD FRAME WALL ,ANAL FfRi WAD ZONES 1. E AM 3 As BRTARED Of ASIA SCALE SPB",' (#) } ti1i1'ji j ! SIOPERAAaN Ewa IN4N11 EaAINA, WOE ,Ilt 1Q20 (11A EOtLalj aF THE FLORIDA I I 46 1 - - t:;' RCEN1(`'*N i________.___.____._______fLORIOA ;ge BUILDING CODE (Mom Ni h Yotao) Hurricane a N ri ne Zen*) ` N43E FOR GOMB)hLAT CRN OF SECTIONS T. INSTALLATION ARE ONLY VALID FOR MAX,AS.D • Om MEci• INC. FA, : No, 4416T .. s 24 GAGE GALVANIZED STEEL STORM PANEL ( _ DESIGN PRESSURE RATING {P.a. }AND PANEL LENGTHS c * : : : �� ,11Me1V In: TOP B BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = * * COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') _ STATE OP,- • -K _., IL., L.O8/11. PROTECTION PRODUCTS, LLC. °�rnDAR: INSTALLATION. i I,y OWN i.w, 51 OPFFT IWOQD .�y,.r N`ZOR)0 % _ cN N:aw WOE. FL 3xi1A 2. FOR NEW WOOD ("BANE CONSTRUCTION: U'i4W Pw AIW a. IN, iM 1Y1w4E Ou n ale MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC -Imy S% •" •.. °"'_. (Ya Ln-1rs r.� An-rAa, P.&A. OM)GO-1DL6, TAX: (X6giiI.-e». 20-175 DENSITY OF 0,55 OR EQUAL. PN/It1i1M. uRl/DAa Vr00ow's e. W NO,r+r n s.I4w w ERAWMNi MA ENTER A IRMW R3. , IW : Is ME[i i P IQ 44L67 - GENERAL NOTES 1 R19 R/•GLA! tMT BIIFf1Y ! W-7 HAMO rPLIw•A MMlW,; (C) ai&*RAG WDGD _Eft( __1pEf e' I( f AVITY C . O °_s MI)(.;. D i STORM PANF1 SHOWN ON IRIS PRbpUCT tVALUATEWN COCOMENT (P CO.) 1RT BEEN vEMPED FOR COMPL)ANCE N ACCORDANCE - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I Lw Bur,OEx, INC WITH THE 70I0 i7Ch EDTI Of THE FLORIDA BUILDING CODE, THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - 114-T0 PANELMATE FEMALE N AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCT" PRODUCTS. VELOCITY HURRICANE ZONES (MWH-DAGf / MROWARO COUNTIES). - 1/4'0 LAG SCREWS PER N.UA i F F A BASIC WIND DESIGN L0h45 SHALL H R 16G9 0 ABOVE MENTIONED CODE- UI e D DETERMINED PE C'T1E,FIN -HC - 7 to"e :. B' BU AS SRRIHI:1 Y TUT 'REIN t SPECIALTY § WOOFS SHINE. IX ED B ALL Pr3r TL BOLT A 4 ECMA 4 r / i P INSTALLED FOR T AS M'ME STORM FL WALL BE NSTALLEL M,H4, 0 DiREC I,1f4A_nY FACTOR S ON O SPEED RE-Ou+RED BY THE JURISDICTION RE AN a r c 4 SHXt. 0 EXCEED 4 IN14CA C w = 7-1.6 AND N X THE M"W M AS D. DESIGN PRESSURE RATINGS INDICATED TED ON SHEETS R INTO t 1 1 2 ' O P E G OJJS USING MINIMUM , PENETRATION p W2\',D OF APCOI, AN 2 ANp 2' :OA F.LG AN tMATE PLUS i ) ) THREADED ANCHORS SHALL BE 1 3. 9 t2 I i 1 A 7. 8. AND PAN£LlMlf FEMALEUD DERu N T)ROT+ TO VERIRY THE ABOVE CONOnON, ULTIMATE [:FELON WIND LOADS Of?ERkoN£9 PER ASCE 7-16 SHALL BE FIRST E FRAME HQ - t A t MINI T P NETRA OF , SCREW, IRA 1 1 THPE'AOG) ALSO DESIGN PRESSURE RATING THEM BY tl 6 IN ORDER p COMPARE THESE W/ AUx. { 5 G) d) MUM THREADED E T1H N .AG SI 0 THREE, BE TS 3, 9 TLYt"0 ART O T REQUIRED ET DESIGN PRESSURE REREADS oWEGTFD 0" SHEETS J. 9 THREJ 12 @ 17, {! PENETRATION INTO 5T,lCCC THOU. 0E CONSIDERED aT PART G; THE REQlJIED THREADED 17ENETRATXON. DESIGN E IN ORDER TO VERIFY THAT ANCHORS ON THIS RED. AS TESTED WERE HOT OVER STRESSED, A 33% INCREASE IN ALIONABLI, 1 INTO T Trt• STRESS FOR Y,1HW tf)AQ- /YIDS NDI L!•,RED IN tiNE1R ANALYSIS, FASTENERS SPACING T(1 WOOD HAS BEEN DETERMNi£.D IN C.3) MtMMt M EDGE DERANGE !n LAC, SCREWS. O 1IR5GOb SHALL FEE AS INDICATED AM S ORILWNG ACCORDANCE WITH N.D.S, 2416. - C.4` PENETRATION Of '"HINDS 5 B-. F 4' P- SEAL 1 i ' LONG MIMMUM STORM PW.I.L•T ARECIUA-Y FOR i,WKT AND WHO RESISTANCE HAS BEEN VERIftED hN ACCORDANCE YAi}F TECMXV 16R9.i 3 O( ) MIMMUM PENE3RtA WOOD EWE Wu � S/ I 20 SCREWS USED ! BE /2 S" MINIMUM F WITH , SHOULD STUCCO F:'XRT AND M UM OR WALLS NO STUCCO SOUTH FLORIDA. t- 1 THE ABOVE YEN110" CODE AS PER AAIER,CAN TEST LAB EFF' SOV ANAL EXPORTS 0 0 AND 2 90Z-a9. As Ex k a DD PER SSTO N A ASTM E 33OLS, STANDARDS, AND AAETTONS TESTING LAB SOUTH FLODANCER REPORT D 1 t16 01 PER C S IN CASE THAI PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ,ON TIE EASTINC ) OF E TASROOT AND TATCODE PROTOCOLS, AND AS PER (ALCUUT,4N5 PERFORMED IN ACCORDANCE W,N SECTION t60a OF THE D TA PER, THE MAIN STRUCTURE BEHIND SUCH PANELS F(4RFpA AND CODE WALL, SHALL LONG ENOUGH 1 Rr ANCHORAGE SHAIi � AS MENTIONED IN C 9). C Z} @ C.4) RAGE SH S 21 2 ALL ALUMINUM EXTRUSIONS TO E 6Da!-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NOfE3) SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FTLLOWWG ALL Of THE RECOMRAE.NOATIONS AND SPE.IF"TIONS (A THE ANCHOR'S MANUFACTURER. 3. ALL. ALUMINUM SHEET META USED AT CLOSURES SHALL WIVE 3105-Hi4 ALLOY 8 PAELS MAY ALSO RE [INSTALLED HORNZONfALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTON 'I THROUG. 6 (SHEETS 4 Y AI STEft SHEET META PANELS StWL HAVE STRLKTURA QUALITY STEEL. ASTM A-653 GRADE 60 MINIMUM G- `H -W GALVANIZED ROWCH S) EXCEPT THAT NCADERSQ A() SHALL NOT RE USED. S1 DESIGNATION W FY- 9 k .'AFTER R EEL 2 Z N OL1E0 . f ) { ? F T 9. , SHALL � THE. R_5fi'}NSIBKiiY OF THE CONTRACTOR 0 VERIFY THE SOUNDNESS OF THE STRUC"TLUPE WHERE SrkfTTER IS i0 BE 5 ALL SCREWS TO BE STAINLESS STEEL 3D« OR 116 ASt SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN AITACNEO TO tHISI1RE PROPER ANCHORAGE. THIS SHUTTER SHALL. ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS 50DI6 W/ 50 "I YIELD 5TRENCTH AND 90 MS, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDABUILDINGCODE SECTION «, 1 3 z 3. FAN WTId N R 1 4 FSN i! W tW 16 EACH REGULAR STORM E: LENGTHS OVER 9D . AS PER SECTIONS Z 5 D Atf1IN VES /R 3 EI ON HAVE A LEGIBLE I SECURE i, 5, 6 @ 7 RESPECTIVELY, READILY VISIBLE IAWARNIi INSTRUCTING DAiIER 04 TENANT TO 6 BOLTS TO 8E U'TM A-307 GALVANIZED STEEL. OR AIS1 !Ot SERI6 SYAINLE$S STEEL IYftH 36 4sI MIMMUM YiF,1.0 STRENGTH SECURE PANELS WTM APPLICABLE REINFORCEMENT OURRVC. PEA14D5 04' HURRICANE WARNING INFOR RI 7 ANCHORS i W F AN O At S/LALI. BF As OItOWS. 1 r v i 1- i 1 HE INS(A1Ai1L)N CONTRACTOR IS f0 SEA/E,AUL., ALL SHUNTER CDMf'IWEW7 EDGES WF+iCN REMAI`. N CONTINUOUS GOATEE Wt N THE BUILDING TO PREVENT WM/RAIN INTRUSION. - i/4`0 TAPC'XN ANCHORS AS MANUFACTURED1 BY LT.* BUILOEX. INC (Min, ITC-1192 P-L...) 12. STORM PANEL INSIAJAVON. SHALL COMPLY WITH SPECS NUCATED IN THIS DRAWING PLUS ANY BUILDING AND lONNG REGU4AIi0N5 PERMIT i T 1>ROEA D THE JURISDICTION WH RE PE rt S APPF_I. O, 1 4 e I/O*CALK-IN MANUFACTURED Frf DESYAL t INC OE OftE ED / B CALK ANGHIONS, AS MENU E /i • S/ SOiW SST ANCHORS, AS DISTRIBUTED BY AL. FIAM Sc", g(R,T t SPECIALTY CO P: - F - ! 1 '3 P THIS EVALUATION ENGN R± EK_'Hl GOES MOT PR'rilOE H-ORAR ICIII ( PRQOIjpi DOCUMENT ) AIRED Ec FS EFtlC AND 1 'l ) ( ET PREP Mn : f 3OGfR a , a.EW TE S CUF C4N DEVIATE A FT N P FOR SITE SPECIFIC PROJECT I. L. WHERE *EE SITE DIT10 S OiYM FROM THE F D P Y f P /ta 10 ANELMATE FEMALE IO @ PANFIMATE PLUS AMINES. AS MANUFACTURED 8 ElClJ CONSTRUCTION RODih"i n. - I `e i INC 7AY4C MAILAN ANC! AS MANUFACTURED BY DEWAL.. K,ItT, R T PRODUCT 6, CONTRACTOR ,0 � FOR THE C1'Ip1N AND At.1An-N INCLUON tiff SAFETY OF rHls ROW( (, K O RESPtlMi'WtE SELF PURCHASE INSTALLATION 6 A 1) WNMU" EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A', 2` FOR MO PANELMATL AND BASFO ONI THIS PE_0. PRONDCD HE/SHE DOES NOT at VMIE FROM THE CONDITIONS DETAILED ON ME ,,MOMENT 0ON5TRUC ION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY , 3/4' FOR ZAIAAC NOUN ANCHORS (c) THIS PROOUCt EYN.UAnON Doculie t wu BE oONSOERED m^UO if MIOD,FlED A2) CALI-N W $"-SET ANCHOR-- SNA.t BE EARLDOM 7/6' INTO THE POURED CONCRETE_ NO EMEEO"EN7 INTO 1 /4• - I OECD1 O M F XI FCI ' S1UCC0 SHALL � PERMITTED / # 2) SCREWS USED SPWi � /2 LONG MIIfIMU aNOt!iD STUCCO E S (#) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDAR.ORIa REGISTERED ENGINEER OR ARCMTE. WHICH W?LR. BECOMT Mc AND I' MINOAEM FDR WALLS WITH NU STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/D HEAD. ENGINEER 7F RECORD (E.OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE RUT WITH WING NUTS PROPER USE OF THE P.ED F.NGANEER OF RECORD. ACTING AS A DELEGATED ENDRES TO THE P:EO. ENGINEER, SNAIL SUBPAR TO MS LATITR THE SOE SPECIFIC DRAWINGS FOR REVIEW. A 3) IN CA5E THAT PRECAST STONE, PRECAST CQ KRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL. (LT LON0 FNQUO if TO REACH SERE MAIN STRUCTURE BEHIND SUCH PANELS (L} THIS P.E.O. SkA.L BEAR THE DATE AND ONAGIN,AL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHAH BE AS MENTIONED IN AI) MO IN A2). ENGINEER OF RECORD THAT PREPARED IT Is) t0jxvNG. (OGRESS ADQm_ffA3,4. A5TR_L,_9Jt I L. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - I/s` @ TAPCON ANCHORS AS MANUFACTURED BY , T W BUitDEx, INC. PANEL SHURER IN ACCORDANCE WITH SECTION 1709.92 OF FLORIDA BUILDING CODE ONE LABEL SHALL PLANED FOR £EERY OPENING LABELING i4 COMPLY WRN SECTOR /a499.3 OE' THE i d' 0 . 1 TS- I;." N ANCNORs. AS AMN41FACn)RE0 BY DEWKf. INC - J / rL0.0,I 6LILDWG CODE 1/4"0 A _/ A' SOLNF-SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW. BOLT !, SPECIALTY CO f11H// - 014-10 PARELMATE FEMALE 10 MO PANELMAiE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRO�fw,W N/ - ,/4` a TAM(NC NAIUN ANCHORS. AS IVANUFACPURED BY CEWALT. 04C ryRH,Wk A, Tel.. It!) Mi IoUm EMBEDMENT Or TAFICON ANCHOR&. FLCO PAN£L"ATES AND ZAMAC NAUN ANCHOR, INTO THE ",L,�CE -.'9 $ BlocK UNIT SINAtt Bf , 1/'a' 2 FLORIOA BUILDING CODE Non High Velocity Murrleone Zone B-2) CALK -IN 61 SOLUD-SET ANCHORS S„ ALL BE EABEODM 7/6' NTO THE CONCRETE BLOCK UNIT. NO DERl S Nsrm>a nLAxP. K. 44 67 •' 24 CAC£ GALVANIZED STEEL STORM PANEL STUCCO SHWA BE PERMITTED. 1/4' If-20 'SCREWS USED SHALL BE I 1/2' LONG MINIMUM SHOOD�tO EXIST. *-T'EIa.. ..Tr:'.... ANn ' MINIMUM MR ANAL s WYn No T uGGa. it 01 STATE - ' t, GLOBAL PROTECTION PRODUCTS. LLC. Df""ROA iL F ECOEp� , tI -p.• (/ B.3) N (USE THAT PRECAST STONE. OR PRECAST. CONCRETE PANELS. STUCCO, OR WOOD BOARDS BE FOUN C. "LOA# ,T rY j- ygR,eG��1iY PWIEAFL 11i"1ATT TO THE BEHIND SUCH P� 20-175 EXISTING WALL, ANCHORS SHALL BE LONG FNOUGH REACH MAN STRUCTURE �\ N... a.R m_,a w DON wI-.H, r4oc tR )M-YHA, - (s3.MW-e'M7 ...I.w......•.. ANCHORAGE SHALL. BE As MENTIONED IN 8.11 AND IN 8.2) DI, L \ WP o Yeses iPYI,s - GMw,fc ib. �N SAL- I f t SWlfiGN4TIIRC/PAIE G-DEPTH- AA ."LM A ,I INNMHt TMAI N., WNvt , w )e N1ii INSSIALLATI,O_DETAILS F,QR REGULAR PANEL 411 INTO POURED CQNCRJE 08 CONCRETE BLOCK STRUCTURES POURED CONCRETE L1tl5nNG POLRAEO CONCRETE __QUIETING OR CONCRETE BLOCK .DR CONCRETE BLOCK REDLUAEn REOWiAFO. CONCRETE ANCHORS (SEE SCHEDULE ON._.. x .. SHEETS 9 MRWGH 1-1 J: ,. r^- _ f i - 2; CONCRETE ANCHORS')., (SEE SCHEDULE ON SHEETS 9 THROUGH TO) - 2 EXISTING POURED CONCRETE U • I CONCRETE BLOCK I-} ,14Y-�+.I• - (4) # IP2' I1/4- I __ .1 /2' 11/4. ` REQUIRED _ _. ss,.(KTI wo i0..G +@0 I """ . :.._ .. _ _ _. CONCRETE ANCHORS , 1/ -, `! - , (SEE SpEEOULE ON J I F CQ 1 1 ED E SHEETS 9 YIWOt)GH 10) 1 1 I - 1 - � " m, ,`,_,�;�.�1_ I .,. ,---- I I I in " " __ -,;, 1��." I (i) ) I t 11 , f'! �' ', E I. __._ A - I tJYY-24Ai' T - _A B.t R Ii 2 V, 11 ,L.-_. L__ /A'N2QIr' 'SIGN i.__..V WLTs IT 1 t SEPMATION r 1 t I�ow1a R SEPARATION N 1 UN�I�OIwI 7-ay t 1 E( - TEE SGRE.OULE EXISTING ( SHEET 3} _ 1• M., I (SEE SCHEDULE ON SWEET 3) r' 8 I f 1 ` ' T, C1153-'� ON 1 ( PANEL LENGTH �✓ i (SEE SCHEDULE R 1 I ' t , Men P "L' I/ee. I i I ! F 0% SHEET 3) i 0 1 8 1 E TO GLASS P FE LENGTH PANEL. LENGTH '1 SEE SCfR:bULE 1 ( SEE SCHEDULE COMPETE AM1KR5 A - _ _ -.: - I x " SCHEDULE ON I SEE i ,. + .... { D f 1 TEE SCHEDULE i i ON SHM:£T 3) N N E1 _ _.. _ p SHEET 0 SHE J L -. _� - I - 3 ) _ ....YA SHEETS 9 THRpIX)N f04 `.. _-) N i i ; F / �% 1' X I E MsT 1 tlS A 1 GllSS R I �..-� I 1 EX TnNG T --1 f# T '( _ EO "ts/ t 1 MAX1 r6A0 90.1E 1 .r. w a 1!r oc i 5O% 1 OF Ir `f ! i MAX. GLASS 1 E F /`-�. ,- ) E.O i 1 F0 1 ED. R I 1 f �'p� EXISTING POLlILED 1 14, 1� 1/r O.0 I ,...`.-'a%,. HO'A T[a�1S NON,, CONCRETE OR 1 CONCRETE BLOCK ::. I R (AS APPLICABLE). CONCRETE ANCHORS '. . � 1 T _ h ( - llC'') -eO - `` _..-.YCr 1/4•.-2a1. 35. MS w! ,M REOUiRED.,: f .- - - - _ _ I (SEE Sr-HEEnA.E ON 1 SHEETS 9 THROUGH : ;' • I I __'LEG s Ix I/S' cc, -. ,' Min- - ,y ��g� , 10, „ -/(5ONLY WHEN SOW �, 5Er @ GUt-IN HORS �. LOCAT t LEG LOCATED➢ '. S' 1tti, j EXISTING POURED ARE US1b Nt w/ WHEN p( REtT CONCRETE CK ALTERNATE LYUMiRET£ G POURED CrCRETEQU CONCRETE ANCHORS PRE USEOL REWIRED. ARE F19E0. ANCHORS OR CWCRETE &,OGK IffiOVNEEO _. STAGGERED WP ST{llO (SEE SCHEOAE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THRp1Yw 40) we,' SCALE 3/8.1- SCALE 3/8.1• .AMI1HIr111/1144IIIf I" Irk/l s \CEfd 'r9 FLORIDA BUILDING CODE. (Non HI h VelocityHurricane Zone E.O.. EDGE DISTANCE NOTE , COMHINA()QN OF CTIQNfi: = 0. 44167 • z * : * * ' 'o'• STATE OP I - alm nTECO, .4. 24 GAGE GALVANISED STEEL STORM PANEL i.I l- TA I I L l E C O ENc �. GLOBAL PROTECTION PRODUCTS. LLC. Ir�'tW: 01/p/ e DA,E. {SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE �'. ...-_ ft OR10� - Leon $w, 51 FRET Tat. w �,n SHEETS 9 0 ib) COMBINED IN ANY WAY TO SORT ANY ,n4� ,% / [ •''(}\ /t�'A6'It;lA% ,iy+i at�`wOIm LKeMa s . N. lE FYI �• I,- �1. > - PAN- :NawF sn-mt 20-175 5 INSTALLATION. /^.. MPf -M � �7Hn�AI°(04�� W�TI.. M"M1 NILIn11 Pnt WNTINIA. TILLIT PE rA IT-EEI I 441 S I Of 1e 1NSTAUA TIMN QUAiLS EQR REGULAR FAMEL I INTO WOOD ALTERNATE LEG 4'RB• (Min.) EXISTING WU0 __ ___ _ _ LOCATION BEAM REQUIRED. STRUCI' -1 I ADEQUACY OF EXISTING WOOD BE BEAM TO CERTIFIED LEY REGISTERED ENGINEER OR aEtix "+'' Et I ,. 0 ,_•('E,. ARCHITECT PRIOR TO SHUTTER {@1 04STALLA70N 1.WGQD ANCHORS ALTERNATE WOOD ANCHORS - I' Mh, .. LICE SCHEDULE ON 4'A4' Hp WASYEA ISAa (SEE SCHEDULE ON Ny..��.. _ EO-+- FJS--., _ ". - MCA nx S49R.:. iR SHEET !1) SHEET ) .{ ', { 1/Y IT 1! 1 iii i / w.. n. II Ii, - Ile {4 . _ 1 - - I MAX, WOOD HEADER �i - , /2' -- ..I I .. -. I "... w1• i __ ...._ ,_ - ,: REQUIRED _.. .8_ EXISTWG 1 t 1 'I -, IeAo can �""� i. w ee,/4•oc `I I w000 ANCHORS ,,,_j_ j GLA6S I I : (SEE SCHEDULE ON 1). i S.U. I "Mkn. 1 1 A"1 II 1 SCHEDOLE 1/.'#-Nn,' t�-) I yE9 1 1 ON SHEET 3) I uiuL.afl W L NH,. S044" TOR TO G ASS. _ ! 11 I`•iti SCHEIIUIE ON SHEEP 3) 1 I VA _. y (DIE Hw PNG i , S NDLtS ■ L' YA[ PANEL Lmnl l� � T 11 FA OATUP10 I °"1 I i- MAX. I - ,,; -a ATE IDR ,wn (SEE SCHEDULE PANEL LENGTH I LA41Er oolli'1 ON SHEET 3) I I __...._ N 11 (SEE SCHEDULE EXISTING -I ON SHEEP 3) C,,tASS -`-'-:;T _�,.._ P -i I i I! A.- V A _M - I 1J. f. MAX. i-L 1 v 4 EMI' ! I -' I {� I12 ! i I j _ NO RIMSHI i 1 - - -I ,/.'_;Hu,' EO 7t ALLOWED I I t NM/ eats - -. I -I 4 cc _._ f l 2-X6' WOW 2'AA' WOOD PLATE _, - . - -_ DECK REWIRED REQUIRED >I.-•. . i. WOW ANCHORS i - LYOi1D ANCiNfJRS _ (SEE SCHEDULE ON (SEE SCHEDULE. ON ...__ _ 1/4. -._ .I SHEET tIP SHEETI4) - - - .. .. __... _ i IIIN ND F �R MODUNTING BUILD -OUT MOUNTING ALTERNATIVE 3W ALTERNATIVE N SCALE 3/5.1' 40I,011410, SCALE 3/8-1" 47 "OcEMS,(•4- � %A N!M L'o COMBINATION .,QF�=TIQ)5,s,: �� _ r NO. 44167 % = FLORIDA BUILDING CODE Non High VelocityHMrrlcone Zone) 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D Ar= - : * wE FP. S L Rmxo T&WM TOP iNOM MO GAIN Rf f B 80 - U C N R RATRN .s. AN- PAN NGTN GALVANIZED P DESIG RESEED E G O EL LE S 24 GAGE GNU. AN ZED STEEL STORM PANEL ( 7 s �QQ TEOF "s �. iAMTI : -'9• STATE .+ YTS aN IN WATT IT ANY COMBINED ANY 0 SUIT A N Hp AS SCHEDULES 0 SHEET 3 ,ft INSTAL).A710N. PER 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD �R,(r• °J0 �' W+MJmIo __ _---` 11L1ECO/NG. ` GLoeA1 PROTECTON PRODUCn. LLC. DnE. MEMBERS t0 SOUTHERN PINE No 2, W/ SPECIFIC 'L - � 'L ' - aw S.M. 51 VFW DENSITY OF 0.55 OR EQUAL. ''. Pt7TVAL E 3' 2.0"L-1.%' @ P/PIPI/Ii111HE1 N / KIN. AIW W. r Na ir,w AwwA n n1i aME. R 3331. 20-175 i / DMFOC»• PMI eH-ILO RAZE: f95E)EM-rste, FAIL 6MEJIEI-17MO DR N>: PE WAL/SIONAILRF11MIT CA-DOM7111 Has wwWw. W, wrPw. ___ L In* A TUA .... NE PA IRA, w[ 91Qi 7 P Ii NIT -«.• N N L � _ CU (D -+ U o 0 c:) 0 -6 O c .CM m U -v� � L- U O C O 0 �- L. O a) /C I�CU/,S 0 O m L.L_-�,E O .� YL_ O w� - CU C LC_III 0! z r w J O 67 MI Z m 9- C cc m -O _; O 1A. -:dR O O (n .a N N 67 C .Q � n i CL N CL. C N O i 9 v l0 y 4 r '7 1 O I = : ; 7' 'A I C EC CL. LU m Q Z Z Q J a. 41 e C C " S C 3 7 SHEET NO. SH 1.3 c I D 0 URES DETAILS FOR INSTALLATION N POURED ON EYE. EN CL S I � OR CONCRETE BLOCK OR WOOD STRUCTURES: VALID VFQR SECULAR, LIFE SAFETY & E-Z NANO STORM PANELIII SYSTEMS £ I x M L •�� POURED CaNNCRE7E -- ' • ,�7• .� 1 OR % mtE BLOC, oR 2'. 3' , .Mr 3105 H-IA OR 8M-16 ALLOY CON* Aub4 "., o & 0 REQUIRED ARGUE WIN 'I JI♦ I C* Ir-, ! 1/Y-.' TAICMt W 12 - - _ BLOC,E OR 3'.1' YODD NR41AE- POURED LYtpORE,E. I 1 ,/iY v 1 3li' TAPf:Oli .;PILL. H^. 7 1 f2' ^ ;v°- OR ' I- ANCHOR • tY OC: gEppgEp 2*.4* WO FRAME OR uM:-.. T'A4' WOOD FNUE '3 CeD NT RELVRED I 'HRF AyMEN -'. 1 { A,/ 4 CAP ti (ii ! - a , , ,l ZUl PANEL -.. , :. /,Ly.,y y ( R _ '�;:� 4AAIE5 AFAt1OR _ , YON Y ALtCANa'E LEG IOCM CAM >.'. z• . 2• . D6a' m a T ac 1 A r . • WFn: 2' .055 �� (1. .x. I t s Ala A . ANGLE 9JS L S1� LW OR -- 4P. 1 LOBO' 3103-RIBA •34Et tgUW;b CDNORER. OOtACRFTF -7--7-7 .T ' rNal. = P1An ;1. I 16-fK AUY. OR 2's<' FRANC YX+ % , 23' E_ aLaCK VODD 1' `T_ I - Fn REOUW 3 D5 aR I ./"—' 1.1 9 -Te4 2,2- �i: k063 -Td ALT/I -_. 2 , I i 1 r1 Cant. ANCLP / NNRL MAN,. 1. MP.. CAP Ile . BORN. _ . 4H * 4' 2 OR e 1S' O.S. _. 3 t N1< OR d1.1 ALLiW wfMGx"UT CPT! ANT ANDS 5r�j E A (PAN) CASE B_(PLAN) CASE D (PLAN) SCALE 1/4'PI` SCA..E 1/4'=1` SCALE 1/4'.1' SCALE T/4•-i' -._.. py SCLJC SEf GN CALK-IR M CLW PANEAMTE A i ,,,,. �\, Pa1Bf0 co1ETe,. gxt;rWD 7BM AI FDIAtE 1D AND t, '• J.i .�:1 .� ( _R gS 1.5X POURED OOMC -_[, ti7 O 21.41 WOW OTC st"EVURE i SNEE75 it" - _ (MIN. PANEL Gd'eRETE Bf.00K DR VARIES \1 R, (�7(y) FRWE REWIRED AS APPIA178E tD a t) Y4a WOOD F'A11E , Sr M>" L ® 4 V " POI+sD wNc4&7E. ed+tREiE AEcinNED ,1-` *•- Tt•'�••; -- - •n•*'"a• OPEOVENING WIDTH) - . ,:. *, YA+' twwD rPA[E .4 r, . , -. Au .. ' LLL � /.• � vEao �r / 11I �/)) {�j77 �/x�{ VARIES - ._ �"S' , 4Fi' DR V` ' '�� -1 • /I ,.. :.1 } iCAT P'M .I''xi TO sr M. — APCL (NEVER CUt END PANEL) �,_� -'1- -,Y x a . DHiTAF4CE i j \C (1:' % I - f— 1', r`� '- ,/- _-L-.�.-,�. „I,aFI HnFNM,A CASE G (F'JFAN) k`" ''t 4A: tlR +M :��..J!'iJS SCALE i/4'.,V Aso IRm. , VALID �.._._._/ 47 --./ +'D.F- `1GENS, Af '� z t:ERT1 D PANEL 1NNSt74J-ATIDRi AT WALLS WfN N0, 44161 i SURFACE LEVEL VARLtTONS WITHIN 3/4' s. * ;. * . 91 .= FLORIDA BUILDING CODE (Non High VisloCity Hurricane Zone CASE E (PLANS CASE F PLANT - it �2G n?Dm, «, VA s w 2t GAGE GALVANIZED STEEL STORM PANEL SCALE 1/4'-I' SCALE 1/."-I' "3 O,iF: - ... 10'-..•;�� . - OMAN W. s SLR" 111. E C 0 m.,. GLOBAL PROTEMON PRODUCTS, ULC N/"p" "I'N11.1 4m sm. 51 SrRM7 / - TOIL * T- %. a- Mn ' 14 ,,Ji pN-2•v'sv ,N,,; C`M o ,.am '"Im m-,an�'P "OO : "a' i3.a in 104HW-Ml 20-175 ''•' Via• a.i ANu Paaw Rr FAMMN2 Nc PE YAt/6imMAF.w[9G,T M1D $, 1YALtO' A 1, * A,.. at 4a ir-sR DENT a tx A MAXIMUM A S D DESIGN PRESSURE RATING a f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SPANEL =, INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 N4 7) MAX. ASQ. DESIGN PRESSURE RATING (P-•I,) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 O 7 APPLICABLE TFJRTO ANY OF THHEOMm MAXIMUM PANEL LENGTH T• (n.) TAPCON RING SCREW PAN FEMALE O pANELMATE PLUS WOOD WSlPONG 13 iJ" 1 a t s 1 a e rW (?OP) 13'— t3 3" 73 -6 ?DM) 11 (SOT b Ile 8 1/2 _13 a 1/2 - IT 17Y- 1/2 2w (TOP) Y U. -+S OR LESS -. 1, 8 - B• e' 6 ,/4 +� a 8 1J _ i 3 12 t/Y 8 B Tr __ 3 , ' 3 � 6 I/4 _ (BOTT.•) (TLiP) (TCP) - 5'WD" LESS 73 _ __ IY 73 3 - (< ) - _ __.- i ' 3 t 3 AIR (BOTTOM) U 13, t3` -- -'1V --- 5J ,3' a ,/e if (TOP).. 6 t/T' b 1/2" _ - Oapl -,- 6 IjY -6 �/2'- ��8 1/2` - - _ -_ - - - - 6 1 1' m ____ ! _ _. 1 '' 2 z J _ k C - __ ITT! l 1 >5.-0, Ta 4 t IT a' S t - ' 6 1 n ...-. (FOR) _ 14A-4. 1 t/r _.. In 7' T.._.-, Jw (BOTTGM) 10 r/2• 9 1/2'_. _. ..... 72` .._.�--- -. -i2` ♦• W (TOP) ..- t3' 13" 13' t3' 1 Y B j ilr BOTTOM (BOTTOM) • SEE TABLE #I FOR VAX. A.S,D. DESIGN LOADS & LTA)(. PANEL LENGTHS WHEN SEE TABLE FOR AS,p, DESIGN LOADS PANEL LENGTHS SPACER i5� USED. CORRESPONDING ONLY TO ALTERNATE 2W ON MEET 6 MAX. A.S.O. DESIGN PRESSURE (P-I,1.) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHORN ON SHEETS 6 At 7 APPLICABLE 7Qe;41ANEL CO 4r OF THEM LENGTH (N.) TAPCON LAG SCREW PANELAMTE FEMALE TO PANEIMATE FLUS WOOD BUSHING 13, 13• i s, I V ----i;--- ". _.._ _ 1R (TOP) - IS — / _ IJ 13' a ,w (BOTEIM) 6 1/2 6 172 6 1/2' 6 1/2' 8 1/2- (1T1� .As -45 475. -75 _ -- _. T 1 f 2 - .� - 7 1/2 _ _ 8 6 i 4" ,_ . _. __ _ b 8- - - _. 12 1/2' ._.. b' 8 6 1/4 . __ -._ _ _ _ (GOT.•) 5-0 LESS _____- ..OR f'H 3W (B01)NI) _ _- __ N,l — t3' t3` 73' t3• 70. tw (TOP) IY _ 13" 13w 6 t/+ iW (BQTTOY) 6 t/r ..-----13:-- 6 ,/2' 6 1/2• 6 1/2. 6 I/2' (TOP) v_ r -4 1 - 5` _.�._,--.-_ _. 5 1/2• _ 1 4• — a^ -- - t2 Y/T - 7 Ile __ a1 ._ r . d 4 TT,- >S-O` TD -__— ._ 3N (BORON) -- - - - _ , 73• IV 13' 13° ,0'i 4W (00"O) • SEE TABLE 11 FOR MAX. R.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET B DBLJ1 a A.S.D. DESIGN LOAD MA7IAl1111 PANEL LEMON 40 PSF OR LESS W-B" > 40 PSF TO 50 PSF 6 2 > 50 PSF TO 60 PSF 5 10 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLA1ONS W/ PANEL MATE. � OR PANEL MATE PLUS ANCHORS &Wf SP,tjNfiE_19u4T� 1/2' D.C. MAXIMUM A.S.D. QESIGN ERMURE RAJING (p.11J.) ARD CQRRESEONDING MAXIMUM ANCHOR SPACING SCHEI)ULE FOR E�,.GULAR ,'TQRM PANEL diNSTALLATIONS INTO CODE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(1 INSTALLATIONS AS PER SECTIONS 1 THRU B, ON SHEETS 4 & 5) uqt. A.S.D. PRESSURE RATING (p.a.t,) MA%AARtM ANCHORS SFWCNO FOR tHNN E.D. PER 4[AIEWiLE BFO.OFF IIIDESIGN A�PPU7GABE a AINXANUM PANEL LENGTH l'a (1L) MAX, A.S.O. DESIGN PRESSURE Ran -0 (p,i.f.) MAXIMUM ANCHORS SPACING FOR MIN E.D, PER SCHEDULE BELOW * APPUf ABLE RL' 70 SECTIONS A of my uAX1YW PANEL dENOtN 1'• (R) TAl'C1ON SOLID -SET FEMALE PLUS ZAMAC-riAXNN — CJLK-tN TAPCON >At.O-SET FEMALE PPLUS h 2AMAC-olNlBl — gVit-W 1G ro ro ro ro TD CarRBaIRTCR OF NAEM lb ro,ir ro ro NNaRn[ W away ro IRS. -4 13. 5 (5 it 73' H3' 13'. 1_3• ! ,3` }Y IV 13, Is. TY li , (TOP) S"-6' OR LESS M < S 5. +65ro-63 t3• 1Y lY 13, 13' 13, TY IV IV 13• IV It 1/. 1 (TOP) S'-6' OR 1E55 IY t3' 13, IV IJ' tY 13" 13, 13, t3' 13• 1 13" 1 (BOTTOM) 13' IY 1S 13' t3' I3" U' 13' 1}' tY 1Y it t/ I (Durmm) TY ,Y_ -- tY YY t3•-1--I-J" TS, j IV t Ir IS' 13' - 13' I Y 1S- 1Y 13' 13' - 1' 13' 3 IV IJ�_^�_ 13" 73• }} 11 3 tY IV �T' 3 , 13" 13` 1J T LIEF) 2 (BOTTOM) -- J (TOP) 13' - 13' 13' 13' is 13' t3' 13' 1S' 11' -;1 1f1 2 (COP) IV Ir IV IY _-11' IV 1Y 13" i 13" 13` iT -1 IY IF In 2 (wriD6i 1 3 i 3 9' 3 1' S i 3 i' J t3' 9' J 1 S J i Y .. 1 l 2 3 (RY'7 t Y t3" -- - 1. 3 I i 'T a 2 3 2 1 2 t!• 6 1 A b 1 4 12 1- }I 1 T / B 1 <' d l / <' J BOrfOEA ( ) - i "T 2 T I 2/ T e ! 6 7 4' / tT t n 2 1 T / � i - �J _v 6 7 <' / 6 4 / 3 (BDrTafNi - CELL.. e tY ___. tS' IV __ 3 -�� 1 b" I 3 8• 7 3 e t S a 1 _ 3 TS 3 t_ T 6 t <' I s U'- _--. tY 73' _. 14- 6 t 4' b B• i t ' J 1 .. __,- TJ ,J s 1 ] .� 13 1 6' r3 __. 1J 13 ._. .. e• 1 ' J .. __ 13' 1' S ____�.__-_ 6 i 4' f 174i / 2 t 3 i 13 13 " • t 6 4 f (mP) 4 BD7T (TOP) 5 iW _ r__- S (LOTTOM) 8 (TOP) -e-.__._ a BOTI.•• ) d' 13' _ 13" _, 13 - 5 2 / 13 il' t 3 � _ e' d' d of 2`� P 8' IV Y - 75_ 7t r. Ile t3" - __ tl' d' b e' S' It t T / �_ 1, IjY 1 1 i n t 6 + /( (rop) < 80TIW (TOP) 5 OP __ S (BOTTOM) d (TOP) d BGti.•4 ) 73' ._. __ t3'_ , J 6 i ♦ / 13 1J _ T3 I 6 t 73 __I V 75 3 _..__. 13'_ t 1 3 i3 _ .._.- t3 t3 13 t 3 t IS ° i. - t3' I 3 6 7 <` / T3 __._ ,J' I _3 t3` _1 At' b t 7 7}, __. - 13' __/- 61 b � t 1' 3 J .-. .____ i 3 ._..--.. 3 1 b 4 / 1 3 d 4 I J 1 3 t 7 3 11' ._00 S' 13` ;O 7J2 ,3• - Y ,37' 7 T,/2 1/2 3 }J2 t1• -IV • in' i (TOP) >5 a" TO 7Y e• 13' U" 13' b Ira' 13'a 1l2 9 In 6 1/T' tS' S 1/2• i (COP >5-e TO _ 13' 7 Ijr 13'- 13' 13" 10' fY - to' ..._. t,` 8" IY 6 1/2- t (BOTTOM) ,3" i - 13 3 T_ j. R -.. s3 }3_ 13•_�� r 5' 7 - }- _' _ _ _ 7' l - t Y 3' ir- t3_' „= 12 1/2 - `� - g _ _8'__ -tY i3' 13' ". tO 1/2 ,r 12 iJ2 -' - 1/2 - 13' 13• 10 ,/1 IY t3' �T.— t- J 8 1/4; 7' k' 13' tJ' i3' V 1/2 7' 9 1 / 9 7 n 6 I/4' ] 1/2' -_ 9 1/2' 9 ij2' _7' 1t-Y 1 9 1/2 �. 1J' T I 4, 2 I 8 1 3 n 1T to b_/1' 1- dam_ 4' - 8 , I 13' 9 n 3 I9 t/2' lti_ Y IG ..-.-._-...i--_- 7 1/2 ---- IC , 2 / �1 t 1 0 n - i 1 n 5 112' D 1 2" / a f/2` 7 1/Y 7 '12 3 1/2 7 1 2 7, _ 2 / - I 3 - - 7 t 2' l 7 I/T' 5 ifr ..----".�.- IYifY +3` b IJ4.1B 6 t /2�3 7-ij2 ---i-- tY t3' 13' -A�4 6` 1 8 T d 13 n i/�4<' - 1 _ r d IfT" ifY t (BOTTOM) T (GDP) TT 3 BO OM cTDP ) 3 (BOTTOMS + _ (BOAR_ 4 (BONBON) 5 (TOP ) S (H,71TQN) 6 (TOP) 13" IJ` 13` - d` T 1 2' / _�. i a t 2• / - IV 1 3 _�4._.__ 13• — 12 to - L 13.. 1 S i 3 , 2 1J2 -_-tY 1 3 9 3 6 1/a' B_trT' 4 0` 10' d 1/s• i3" , 3• , 12 i/2 d 1/2' 1 0 T-' 72 1/T B t/T' b IjT' 11' b 1 I 8 _^ 13" t 3 - /3' - B 1/4'',6 5 tJr 6 1 n B t Y / 1/4' 2 (TOP) 2 BOTTOM ( ) 3 OP ) �` 3 (BOTHER) / / 2• J d' i 3 IJ' 3• - - 8 7- Y Il Ib 1/r 6 W' tY-~_ 6 + I f3` t3' -� 7• _ g• -_t3"� ___ I. 47 _ t' 0 1f}� d'- g• 1 3 43' A. t O IO' 4 Ile 3 1 2" /_ r S 1/2`! - 11' ' _ $` il" E` 6 Ile ! T i/1' t '_ 3 TS` 3' - o f n dlipl) < OP (TOP) 1 (BOTTOM) (1P (? ) b�,/. t3° d' 13" _13' tJ" d Ir2' t3" id NISI' 4 tr2' a t/T' 13'.-_ SP) - 8 7//' a 1/4' 9 lj4`iB T/<' b tja"d tjb' k (BOTT.•+) B i/b' q ,/4' 8 lfs' 8 Ij4' - - e t <" 8DiT.") SEE SITU 11 MR ANCHORS TYPE a SPACING FOR I STALLATON$ INTO WOOD FINALE WILDIM A • NewoM ANCHOR SPACRC5 ,CIO 1AO&Y EDGE DSI.VKE ARE WOMJ,IED ON TALK SCHEDULE. FOR E D LEsi 11" ROIGTEO ON SCIVILLE REDUCE ANCHOR SPACING BY Y1AaP1.YaAt SPACING, SHOMI ON SCHEDULE W THE roLLON" FACTORS. FOR INS GPEM.TON TO BE P*L%al. REDUCED SPANWNO OFT AINEO USING FACTOR VMIt Not C L35S THAN MIMYVM SPACING INVICNIM FOR CROP ANCHOR TYPC ON THIS SCHEDULE ANCHOR TIM 1/41 Ile. ,/4•. t/i I14"P Tl4•P dPcoN fatC-[OT voiDavir Reawft 8Y/e-+HEAL eMA-M MINIMUM ANCHOR SPACING D, j 3 3 3 3 2 I/r N In (. .) o 3 1 1J2' 3• . 3 ..-3 3 .1/2' �a 3 tMtANC I.6-H-1 KGB 3 3 ,jr 3 ,/Y in ,(Y 4. ACRUL ww Dxwu (LO) FAC R ,n• - -Ilr c'm .. - - 2 _ - - .61 „ GAD ou 61e_ _.. .4,• ]E- &* - 1/<'-1W ,I. 1AD - SPACINGS SPACINGS ONLY VASD WHEN SPACER@IS USED. SEE TABLE #i FOR MAx. ks'D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 6 USED. 3• MAX. D.M-O ' 3 Ur 4 JmL&.0 a A". DESIGN LOAD VAX#" PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF 9'-2' SO PSF TO 60 PSF 5A-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS WY S" SET ANCHORS k W/ g SPACER AT i2 1j2' O.C. AWA400S (SEE SECTIONS a AlrERNATTOM ON SHEETS t3. 14, 15 A]6) _.. ._-___-..__-_-_-___.__- -_.. .- y,R-WIC. R-2A/13, R-3A/14, R-111/13, R-2B/13, R-38/14. 3' mill, f� R-HAW/15. R-2AW/15. R-3AW/1& +R-1BW/15. R-28WIlS. R-30W/f6. 1• "u` -----777-,F ------ OO -.--,---- � — -.1 0- r ---_ - _ -__--, T____ __ _.____5 _ i f ______--_____, _.. _ _-' _,-_-T1 I I 1 I , I I I ' i I I t I i I I P : I I Al 1 ; I - -T - ---- - - ) I 1/4•s-20AT' S-5. BOLTS Ill •1. I!. (USE %OR PANEL LENGTH I I MAX. 1 i OVER T-I j, . 1 PANEL LENGTH R ll Q. PAN REGULAR STORM PANEL • 0. IDLE .A RED, tAR 9TGRM Et t P I : w - OVERLAP EEO PA NEL BG. i / I.0 P i LIFE- SA" STORM PANEL ' f 7'-6' O +50.0, -54.0 p.a./, �I , .. _ - _ W/O OVERLAP MID PANEL LENGTH 90LT) . _. A A L: 5E EAT MIN. I RMEL LE)NCTH -':. , 4'.-Oat' ---I-- A I ',_ .-£�': i - . 2 '•Q>. . - -.. _ . .... ....... _ . _. AT ALL MOLeNTHiG: I A' BOLTS wF� I A? U OVERtA>f t - - � - I � - I J. I -- - _ -- - - _ - ---' -- -- - - I ,. .) Lf2 r - l 1 _ __ _ _. _._. : _. -. I --- - - (25 NOTCHES AT _ ___. ___ ,_ ____ _ __ e' . LOCATION O LIFE SAFETY I D.M.. 3. t ( PANEL BOTTOM CORNERS s {� t �_... _-OVEill :-OVE%AP- - or ( i) W04G HUT AT _ E6 "No Ka AT r MA i LEFT PANEL- ROO PANEL J' YAr; t INSTALLATIONS ONLY VALID FOR WIND I' NON, R-IA/13, R-2A/13. R-3A/14, 4-19/13. 4-29/11 9-38/14. I' MIN.'I SPEED UP TO 170 iR.p.N. R-TAW/15, R-ZAW/15, R-3AW/16. R-18W/13. R-20ll R-38Wyt6. - - --._ __ ._ - __ _ __ .__,_ANCHORS (SEE SEC11ONS a ALTERNATIVES ON SHEETS 13, t4, 15 h16) --- . -_--- - .- 1/4' MAX. GAP LIFE SAFETY $TORM PAN, Lz ELEVATiON (t) jib-11- SCALE 1/4 -i'Cj) REGULAR 2 697' _STORM PANEL (rk t �I) STORM PANEL �`� - -- -- -- - ut sE -- C= - - --�-- -�=_ __ 1c _ ► T L3EFE�SAFETYPMlii i.XIEOpIOR SECTION A -A SCALE 1/4'-I' MAXIMUM &S.D. DESIGN f!KSS RE SON (R.s.f.) AND CORRESPQNDING MAXIMUM ANCHQR SPACING Srucnl U E FOR REGULAR STORM PANEL� nt INSTALLATIONS INTO CONCRETE A C-ONCKTE BLOCK STRUCTURES (VALID ONLY FOR PANEL (:/ INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 ,1E 5) MAIL. A.SD. DES" PRESSURE (P.a.r.) MAXIMUM ANCHORS SPACING FOR I" EA. PER SCHEDULE RETINA A rJIRE 8 tw A LENGTH L'RATING (n.l go A.S.D.r. PRESSURE (R.A.t) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW III LICABLE :—# MUIMU LPANEL r3:�TMRAT7NC {n) TAPCON SOUD-SET PAI tMAFE PA � IAMAG-NAKA CRUN-Ri TAPCON SOLIDP tE W PANElOAt PLUS ZMAIC- -Br roviliftgr toW NKWLW 10 ,�TO ib,D w gp caloctE ro pl.lj-� >♦IL9. -W ♦75T �5 t3' H" f3" tt' ,3• i3' 1S' -1 71'' tJ' _IJ' DIY i 13' t3' lY�1131 tY s3` J 12 iY' il• Ir +!I)" T- I i - iBa110M) 5`-b aR " ro 4np-tips 73' ' b' 13, t3 Ck_ij2 13' 8 Ile 7 ICY• 5 1/1! IS 4 Ij2' b -6` OR � 1]` S /._.__.- 6 t 2• i - tr R11-DIr t3" r - 9• 4 1 iY IV t s 9• 9 I Y. ! f4• 1 2' r 7 7 Y f 3 n1 13' , 1 - b• !_ 2 ) 3 tt' t" tY i li' - - 6' i 5' --+- _ _ 9' 1 - __._. _. t i J . t tY i I1` 1 s iJ' lY t T /2 g• � -- 6" _— 13' -- t 3 li �/4 13 tY iJ' /2 g" - _ ._ t3' b I is, I a ` a a t/4• T3 _ t3' I, i 4" / 6' — b' .�_. i1 fY� t • 3 a 1/a' 73'IS' _ 13'� i' r b" ,._ - , J I tJ' I s 9 13` t 1' n r _* 1 8" -_,.___..-__ i1' tY i a {- 6'i%2' __- 8' S T- IY 53' - t - S tl` =- 7' _ _. � B --`-"'---_ ,3` 13` 1J` - 1 2 _B01'TOM t2` - 5' ---... - t2' t2' 43• 'T b t ♦• I e• _ _ a" _.._-- '.3' 13` t' 3 t0' -:6' 6 1 4` A 7 jY --- - • 10 1D` (TOP ) 3 (TOP) 3 BOTTOM 4 (tQP) ____ 4 ( BaTTOM ) -_TOLL._.. 5 (TOP) 5(B--- t_ iJ' ui-- - i' t __._... b _�__. tY TY 7'-}I}t-- J - _ T T _ 3' -._ _ ..___.. - ._..._. $ 1 2• / 7^ i S' _ —. 13' 73' 2 I$ Or d 7 2: / ._--- 1 ' 3 13' +J f 1 a / t 2 5 1 j2� ___. - t -___.,___.-..-_- 9 • 3 13• r0 i I2 f 4" / Y tJ' 6 7' ____ e' 1 Y ' ?3 _-I9-Il t3 6 T s' I 9 9 /fY e 4 J ijY' _ __- - t 9' l 91 i 6 1 2' I k t i' tY 73' 2 t T" �8 a ____., 6' ____.__._._ t 3 IS 1-S tY _ 1 � I -_1 2 9 IjY 4- / 1^ ___ _ 9' - 91 9'10, .. / i 2 i / t ♦ ! 0 3 f0 7j2' - 4 i j2` _._ 5 Ile i _ 1 Q /T 7 t n_ n 7 Ij2' - }' -_._ _ - -_.`__ 712' I - T 1 ---./2 3 1 Y f 3_ I3' e / k i fz' _ ._-- + T 13' 1 .. 1' 3 o f / I _ 6` 6 / 12 1 ji" ,- i _.__ 8' 3 (TO% 7 (BOTTOM) ) 4 (TOR) ----- • TBerieM) -___._. (?CP ) _- 6_ +t '6 /2 , e 3 iTOY -�__ ) (TOP) IN)iT.» t • 3 tr _ - = l t Y - -T/ 6 t/t° b l'�) a (80n'•) a I/t• - i' b /♦ 13' `7 to . f3' '7 1f7' T3' 7 1JY - IY ; 7 1 Y - Y i 1 Y J tY tx' 11-' - ,3" , 3 i3' 13, _13' tY t- S 13' iS" 7J` - -IS' - �- 13 t0' -I. ,/2' t0" IO Ile _ 10 T 2 / t _ Ir t3' 13' 7 3 ' Ti ,0 to 1/2 iO' IO R/2 i 1 2 0 / tf• It Ile 11" 1 1 n 11 I' _ 3 / e` a Y I b' b'� t3' 1Y 13' 1Y _ -- �13` 8 if2' 7• 6 iJY Y 7' 1 (TtiP) 1 (BOTTOM) 2 (TOP} BE7TT0M T ( ) S (TOP) TQ 13' � 13' 13' _- - 3 _ ,1' - B' __ .. 3' 6 1/2' S" - T 7' i - _ _ 1S' IS' tJ t]` t' 3 ,2 Tr2`t2 a 1j2' .� IQ to I 13, .1G If2 - 1 3 1 " 3 /2' ,3' 1Y 53' ,3` 3 ' 1 __ 6 1/+' by I3'� S t/2' 9' 6 ijY. 9 t' n 9 I n 8 1/i' !_I__ 9' 73' t3' t}' 13' _ tSLIEF) _ 2 ,/T -6;--a a' ,3' i8 t/Y 8' a t/Y 9 i Y f 19 s I 2 6 tJt° - S. T Ij?'I5 ta' 7 t/2',5 t ._ 4 2 /� ,0 1 I 3 5 1/2, 10" 1/T" 7 tn` 112^ 7 i . n 1 1-A.3 _3 �. - -� 7i/2. I3' _tY 13' -I< ,3' 1 6 i/4`18 T 13' '4 IlY 6' ,/2" 1 � $ JT k` If4. 8' 1 (TOP) 7 (BOMBER) 7 {T0') _. bO- 2( aM) _ _ 1 (gDTiOM) 4 (BOTTOM) , - -6' '- _ _ a 1/r 1/T' 13 i7 tfr_ " i7 t 2' 2 tlY`.1T 8' ,S' t1 in _8' j 13" ta` a I/a' -- _. 53"-,O 13'__{Li_5�t/2•°t0 d 1Ja' _.._- 1J2 1/2" �._�.._ _ i31 L d i/4 _--- IO I/1 m 1 /2 a TT tJ2 t T !1 - -- 8'� b: 6 1J4',_ --.1• t3' IS`.. t/4' - T 7' 3 (bOROM)' < (BOTTOM) 55 (7W) 5 BQiTOM ( ) Wfluum 4 ' 3 9 1 2" 1 1' 4 t 2' f0 1 2' / 7 1 n tYi 6" 5 (&}ITEMI )tJ' {TOP)(�_ i7 tlY fY t3' tO i/ 13` is If2 t 7/: ti tS` 7• b (T4�) ,3' 4 If2` 73" 8 1/T' i 1J2' 3 IjY` 73' a T/2' 6 T j4' $ t/+' _ - - _ - k iJ4'=a l j4' 8 (RQYT.-) k1f A` - 9 T j4' b 1/4' _ - _.�� .`- k ] j4` g t/4' b (gQTI «') SEE SHEET II FOR MCIFORS TYPE a SPACiW FOR *WAUATOFFS INTO NOD F16ME BIDING& A MMFARM MEC49T SWOM NO AMWAtM MM DWAWX ARE INDICATED ON THIS SC1EOWi Fpl. E.D LESS THAN INDICATED ON SCEOUIL RFDVCE ANCHOR SPICING B' MLKTwLYMA SFAERO SHOWN ON SCHEDULE IN THE PoLWWRFS rAl•TORS roe " DRERATON TO BE POSSIBLE. REDUCED WACWS ONW" USING FACTOR SNAL NOT BE LESS THAN 1ANIAA SPACND I DICOI D FOR CAC" ANCHOR TYPE DN 1.8 SaEDAL I/A`A 9/4'. I/4'. 1/4'. T/4. 1/.. NEBIOR T1PE ----- Two" --C.__ ]BD-6P .i1iR ,ft NHyia7AYt ...._._ YARRO-N7AN I -- a4I4-Ri WWA MACHO SPACING GN) 3 3 3 3 2 Ile 2 V1 1,WRIAELItfB6E ia-i 3 ] 1/3' s . s ,/N` 3 _ Rw,ARtf I-6-) EmI (: 3 1 1/rI/r- 3 IOTA - 3 , 3 ,/r AMA K @AIBRX O. FNM)70R _ ,.ma -_ - S t/2' DAI RAG, - I W .41, G 1e -too- .__ - t W - iJa r �AGiNGS ONLY VALXO WHEN SPACER 1S USED. SEE FOR MAX. A.S.D. DESIGN LM05 &MAX. PANEt LEND WHENN SPACER IS USED. jr I/4i TAPCON... EX 9t9E NO POWEFD ANCHOR O 9' D.0 CONCRETE OR ACOMCPm BLOCKREWIRED��NI/2 I ,IJ4' CD• i 4 I 1 -1�, t I f p1 I It It 1 x 1 N N i IF 1 * - I 1' Mi, ( 11--SEPARATION - I If TO GLASS 1 Oat T i" w PANEL L1 (SEE "o ON SHEE 7a91E.JJ a A.S.D. DESIGN LOADIAAXIMUM PANEL LENGTH 40 PSF OR LESS W-W > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS WJ SOLID SET ANCHORS 8 WJ "Ti SPACER AT 12 1/2. O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1; INTO POURED CONCRI�T� OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCON EXES?1N0 PWMEO ,/t"• TAPCON _ Ex15TRNG PoI'M" ANCHOR O 9. D.C.-..-CONCRETE OR ANCHOR O B'-OC - CONCRETE OR REQUIRED.RNBLQOK T NE BLOCK f. _ I ((nq r': H Cj a _) I 1/2' t1/4• { (I/. - MAX: - IAAL _. i , ,. R I LJ2 E a. I S$¢ ti , : t I ..$ t I q9s I - 4 T/4'0 TAPCON ANCHOR O B' O.C. EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. SECTION 2-1A 0 REGULAR PANELS WALL MOUNTINGS SCALE 3jb.I" i/4'0 TAPCON 5nIO PatrREn ANCHOR O 9 ❑C 'METE OR /q, CONCIETE BUD" REWIRED. 1-1 ' ,le I 1/4, ' fir= __ - EO • ' t N 1 7 .l . 1 r.. �.: y 1 1 s� I .i, 1 R•_- aa- , t m. • / B1L16 It 11 En157iRA'i I T - -- I- SEPARATION I t(4'.- r FX zm { - �r18TLI TO GLASS J.S. W e� ` I , r4- , / aa: 3 BIa A' fJ1 O,EAAP' aLA55 d x � ' 0 I r I .. R al b�_ k j" -Y 1 ANY MR LOOM 00 Yr 0 1 AT G II R ) 1 1` MAX. 1 Max. B l-' MAX. ' P LENGTH b PANEL 4E II (A 1 1 P ANEL LENGTH U. i � PAN I 6' EL iEAIGTI A {SEE ELEVATION k ON SHEET 12) I g . - __... _ _ .. 11 J I� I' Yin. I SEPARATOM -t _.. ... T i 1 A SFF FLLV TON ( I 1 ON SHEET 12) It ! I) T A N (SEE ELLV Tq T ON SHEET 12) _ - I dJ) v a t 1i/r OL _.CELL ..! ANCHOR Q 9" O.C. EXISTING POURED CONCRETE OR �B LyOCR,EIE RLOCX REQUIRED. 2 L E gmE �iae• L SCE MEETS I5 a is MR AMC1DR5 Ale"= TIM _ t/4'. -,U~ 7TPC A SPACING FOR INSTALLATIONS MPG WOO M AMEMIC BR409YX:. WACYHO£ MO MRNIWM MAIM. ANCAPF SPACING OR) 3 •AAYRafAOM Orw.a M3 aeT "A4 t� BLtMA GN) 1 3 mot DI TALE ARE R ISS T p OR TH9E CDGE DISTANCE FOR •tOrtEl€O FOR E U LES3 ANCHOR dN 50,KOVL[ REDUCE AINCFOR SPMXFOD ON SCHEDULE er tokiRI-YwD SPACNG We" ON SGEDULC BY THE fDtlOW4 FACTORS ACHBL OK (B9ma (F•a1 HIRER . 1/2' 0136 FOR FIRS WMTON TO )A POSSIBLE. REDUCED SPACING OBTAMM USING FACIOP S.MLL NOT C LESS 1WN --._... ._. _.. _. - - 1J3'... - - _ -_.. OIL.. _ . tARAAAN $FAC6O 14WAT'ED FOR ING" ANCHOR TYPE ON THIS sawatAF: r ... ... - . 3 1/2, aso _.. _. 1, �`? I I : - �,�� , L/2 3 -� , ♦ r -€.tl. c D i ' Oil' t 4 EO! .. I _. 1 COI ., • t 4'F 4' axis A, 1J 4Y-fILl14• eaTs;l2' ,; ' �! • 21/2 G.0 ^' $# T •'. Gt l4". tAPCON TARCON ANGER O 9' O.C. ___t/4'P ANCHOR O 9. O.C. POURED CONCRETE OR EXISTING POURED CONCRETE OR _EXISTING CONCRETE BL.00C REQUIRED 0 QQpp�(. ��COONCRETE Li MM!PAANC_L BLOCK REQUIRED. .N.""N,- WALL MOUNTINGS SCALE 3/8-1' CODE (Non HiGh Velocity Hurricane -F^�, ^W W � N —CD � = U O O CD - O -0 CD t� 2 •�I N O O a^, O C O Q _O W O O CU U— O > L Q �\ e°i- I✓ to Q z �I '� Gs M - do O t t C14 m x C � a C , -p LV L m NV 10 a7 ]C CD :: J� N r.. � r-H = Q # 3 ` m 1a u d 7 . L aft C Q 9 = . T A N a — C O O G. r_H CD INSTALLATION DETAILS FOR UEE SAFETY PANEL (J) INSTALLATION DETAILS FOR LIFESAFETY P NA EL (1) INSTALLATION DETAILS FOR LIFE SAFETY PANEL its � INTO WOOD STRUCTURES I R C INTO WOOD STRUCTURES / _ RE rE , 4-. TAPCON . _. .. S71NG PoURED I -. - _ 1 -_ - .. __ . - x ff I " F - i t 4Y TARCON f `,_ CWO�POUWEM / 7,.. �� 9LOL'R , -- - _WWOOODD HHEADER I� WOOD KAMP V A .)O(i .EA ER � _ _ _._ ql . I I REQUIRED Cn -10 ANLtOa 0 9 OC Oft ANCHOR O B' O.0 CONCRETE O 1 W�HEADE W0p _ _ I aEWxEEO i`FG:.NaEG „ - ' . _RiW R - -REOUIaED R _ #'OW R s 11 £ REQUIRED. - j ., _ I ,/�-�1 : 1J4'R IAPCOIY .-' 'Ji o TO " " « -�4'• FAPOON 1//4"a tAPC0/1 ,`� r .3 �.:1 I ANCHOR O 9' O.C. t _ AlICHOR O 9` O.0 ANCNOR O r D.0 Ct10R O 9° O.C. , _ �4'e CON _ iJAY IAPC(II 1 , - ^- ' , i s, i . , ) .. I y ; ,N 1 { V ANCHOR O 9 D.C. N ANCHaR O 9' O.C. T r tn' IleVAX, I ,/Y - fj� I , - .._4) Ll I , _.�2 t I .. 2 E �� °i 11 I � ( y I t 1 ,. 1 2' t 4' T' 1 "43 1 2 ..t a) = It ': q 1 / I / I ./ i1JI /2' - ,1/4' t / ' iTj4' ED t E,u. _ 2 (2 I ' <i': 1 ", 1 I _._.-_--- t NtLUF,- _- __t P J.; MAX_ _ .. _N 14A,L - _._ IM1f1" ijY 11/.I• � U) /2' I :.. ' - Min. I Men. I 41 .j}} 2' • ! , jM%`- - ', ` MAX, _ ' i o:: s I (�'� 1 1 P R,. ""f - 1 't EMI- L I r -0, f 2• F ll. ,:? t _ r(A� � I _' it 2' i 1_ 1' I2.. ) I M;- I .,- t I I ..? :I MIn i � a_ J Rl 9 1 RIP. /., m+• h I L. A L i l L t! L { 1) L 9 t F-S ARAION i C---I i -. 1 L r- I 1 c ( 1 - t ,-�. * II�. I -_ E'-----t 1 N I 1/*•P-xa+,• CU 9 TO GA55 "f q 1'-' i 1 I t (� e 1 r t ( li • F"^. 4 E)ISIPIG-X t SA iIOLiS • 9 _ _:':. .-.-.- 1,1 T_11 HXB H I 1@ I Y I/<Y-ia.l• x I _ p I t< I_.d I L_i 1 �..3. )_.i i ;I- g R. / r.. i Ara P sH -• , 1 At G O14iR I I tl _ A -' 1 it. ad,s r G I I R i/S•AXAt'A • d I (..:J R I 'Ls I s--. 1 'IJ.'.-mn• -.' E TINY-xm+• DOE Nq PRei 6 C 1 R r j CROP.-xat• - • 1 X -( 9 I tFl4K 061 r-d7 `. ExiSTFNI, I i (Y3..'a � I_ -' E tl FA E7E15'.ITI�� r M58MR0.K W E� �u � - e 2 M u H,_,(:.-j1 ,JAI- r p t -,. 1. - ti BOI 4 1 CE=ASSIpK '. 6' PANEL LENGTH ctA55 j E6{ 4'IASS �.... �, 1.._, r 1 DS. Fvt Web"'---R n t EX#STi O I 1 aS p Y i , I. AT b. n 4 I , .. D t.2 I Al a vAEAP EXL477N6„1 __.. _ __.. �_._ _ x r 1 t86R+GInt r-4i GLASS x 1, 1 ({( t G1JL4S -.-.: q l I Cx S I ffl x ' 1 RA*Ft LENGTH 4 y I ` x1 I tApGTH •e'f '1' MAX 11 - I x R q `L' MAX. I^ t i.f� I - . _1 < ` 1 E MAX.VAX. I ( del Y-Cf * 1 I ! I g 7 Wn.. __ OSEES BATON N K ; (SEE. f3EVAttON K ' _ ,f::-. C 6" PANEL ELEVATION n __ 1 _ .. _- _ N __._s I ON SKEET ZH _. ," WX x __ -._ - - • _ I ON SHEET 12) I '� MGx R - ., / �• 9 L 1<Na1l i R"StJ,AWAT :' I I D P/UEL LENGTH I r' ON SHEET 2w 11 i ) EL U. * ' ,. 8' ( a # 1 PANEL LENGTH U. I 6" 'L" MAX.. Ff I I R 1 1 RANEE LENGTH A f .-... I (I i LENGTH T1l� f t P I ..( SEE ELEVATION --._ .-- N (SEE ELEVATION R _ R At it 1 �y ( ELEVATION I S I _ -_ ( q r -. I ... _ -I/--_ 7. I _.. ' _-_ .I 11 {` i - (SEE ELEVATOR t 9 TO GLASS. 111 x .-.,.._ �.{. _.._... c.. _ 1 T ON SHEET t2 x i .. / ON SNEER 12) I 1 - u- _ a l i { ON SLEET 12, X I E O - _ 1-- -' 1 11 I ) a V i t ...A I i' WA. I iij r✓ d i _ _ ...... - 4 I r. - ON SHEET 12) g T - Y - - r ( _ C/) -, ! R - N 6 11 i. YN. I n .`e'-- ,_i_..-t 9--- SEPARAtKX+- L E n- - A.. .... J -i i li I I r L ,� 1 I x - I f' 1FI. . I TO GLASS: T _ II I. CAP, I u _ 1 . ! 1 ( I.J2 f !-' N-"'-SEPARATHN+ I - r # (�) ,' Alin. 4 t• ', / II`_-_. _.. .--. I Ill - 1 - �;s i ' (1) % . 1 TO GLASS. 1 L/7 tl---SEPARATOR- I I 1 1 I I 1 ( SEPARATOR •"'+ x t ` W. 1 _ �` �� >:: I{ ,. i n. I x to class t n 1 a----s€PARA1FGa I m GTAss. 7 ((1 1 1 ',1) '.,. I 1 •`l 6' ,. _, r,._, a r-•1 6' T-� „ B tO CLASS. P1. 6' D �J G--SEPARATION -. jj jllt :,' 1 1 - j t� T 1 �y1 1 ,(' t N L/2 I P -� >3 IF I n *Q I;4Ai5, ia) =3 EXISTING aR ED4 L I I - '^I CCONCF&7E Z rDISIFING < V' , .;. - - �" f ,�Ti_.._-�j. .' �@ '. ` I ' I �,',� ' I L-_-+ I 1 __.. i 1 Iw � � _.� 1 ( � 1 L/2 I � > i 1 "'1 6 (E C {,�E X�r• __-_-._; q� {1 C __if AC CONCRETE 8Ltic1s ` s, £O. ,' FA _ iY , EQ. 1 , P, f -`R,-� -' i__- <,�+ CW } 1+ REQUIRED BLOCK ' F. '. 1 a yr GC REQUIRED %�'. r>- : Onifol { 7 j 7 _ _.._ E'0 C _r 1 -_ _ - F•• 1 -. s u V3' GC I j a n t/f Oc p V ,^: _ ' - 1 ED , 1 0. 1 7 v4Y- _l,_.-iD- I EO i�iz. Ya< E apt3B/w I - � • u , ar EQ . , 1/2' 1 4V+ i• MOT IF I E0. _ _ - .. - EO _ _ _ 1. )' + / I O t/1'4 PAtIETJATE PLUS 1J4'. PMIFWATE +* ,; - I T `../� RIME : _ 1 �i O -- r,CT� p REWIRED ,R' e-4• WOOD._. „ . + 4 214• RggO_ L 4 e fi_ - 1,'4.1 7APCLRH i,'4"I TAPCON , _ _ - /4-0 TAPCON 2'.4• WoQQ 1 P1ATE P1fiE ' AKKHOR O 12 in O.C. ANCHOR (BEYOND)". ANCHOR O 4' O C. ; ) AIKY70R O 9' O.C. ANCHOR O 9. O.0 PLATE -_ i f4'. TAPCON REQUIRED -, t fl'e PANELMatL PLUS REWIRED 5 j1'A PANEI.YATE PLUS WALL MOUNTINGS STAGGERED wI STUD STAGGERED wj snro°uBED AHEM B 9 D.c Ai wow ! - 2'x4' TYOw -` ANr.++oa a 12 ,/2• o.c- ANc/wa s 12 I/2• o.c Cn SCALE 3ro41tlNT_ I urE — PLA I U Q% SEE ]MEETS is a to MDR ANCHORS TAME a WAtow FOR - _ REOOIREa "- - REQUIRED f} jjllt,' 067AUA�TM Ratl WOOD FRAEE _l.. -. :._1.:•,' _ ..t. ' _ ��:� I �,_� .. M"Kw ANCHOR SPAch" AND Awe" ow DSTAmm ARE INDICATED ON THIS SCHEOULL FOR E.G. LEA TiW1 04KATEO DN SCHEDULE REDUCE ANCHOR SPACING IT _ _ ■ — 1AIATVLYMC SPACAG SHORN ON SCHEDULE By T7E PoI4DWANG FACTORS, raR Tws TWEM,TX7N TO BF PO451BE, -' ALTER '*{ENEArc R'-AL M FOUAWREDUCEa SFACTOIND OBFDA 1* 4gPO FACTOR SHALL N01 IN vwmA�• iiii •BW .HOC �l6oYEa piTL'fAA.Ei�.ia=iYa. 31L..3La .6 LESS THAN MINIMUM 9VO O AIBCAED FOR EACH ANCHOR j'U3FE 1 y. LIFE SAFETY PANEL nnN , W TYPE ON TNN SCHM,At. ,,%,0 RInNHNHA SAFG E E PANEL EN,-SCALE CEN ✓%�s3, LU M.MIB. ANOIGR aPADaIG HELL) 3 a - sVOW P: EN •• 4 G - - FLORIDAFLO RIDA BUILDING CODE Non HI Ve oe Mwricone Zone 3. G FLORIDA BUILDING CODE. (Non High Velocity Hurricone Zone i D. 44167 FLORIDA BUILDING CODE (Non HI h Veloel Hurricone Zone -AaAMMA1IQ ,Hn.,4t4 D*) 3 3 - a Fxtatl mtkco. AC. rA. er�tl ntEm 4K- F.P.L - y. RaAaA Rsa ,DINAAr wr fW - i -- - 3 ,/2 -- *. * : * _ 24 GAGE GALVANIZED STEEL STORM PANEL B•, r, 4416T 24 BAG€ GALVANIZED STEEL STORY. PANELa 4F i - s'mx°'[TQ°. "c. a Q ------•— t. INSTALLATION ARE ONLY VALID FOR AS.D. DESIGN , Br Z 24 GAGE GALVANIZED STEEL STORY PANEL AWJC m ICBYR 6'DJ RWnc1M i -a'- STATE = C e - - IIl3it PRESSURE RATINGS (P•e.t AND PANEL LENGTHS AS = 'k : * /" 1 * '., jT -. m/rr/»3o t. INSTALLATION ARE ONLY VALID FOR MAX. A.S.C. i STATE (iF ` ANY NI�—CO m/n/�4Z Js' ._ a_.. _ s�y��'sR'• FCOA104 --jO ENe. �BAL PROTiCTIOli PROWCTS. LLC, DIE. PER F1.EYATgN ON SHEE� t2 ; STATE01 _ I BlL E1 CO tERt: GLOBAL PROTECTION PRODUCTSF LLC. Dnc OEStCN PRESSURE RAt7NC5 (pa.t) ANO aANEL s�0�. F[ORr.GLOBAL PROTEGTI�I PRODUCTS. LLC. mTcA try' _..- _ - P.1, _ "� F 't%" / utltl i,w 3t iTaEET s1 • telq sr. a1 mRET LENGTHS AS PER ELEVATION ON SHEET t2.- _. --.. - _- _. -- - ' N i >;,� /I T0^E4T iT a.. AA Paw •..•,. n APM tM,K, n. 3331. 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD i •. FiQR10¢.. '1,d' d.J a "'W _ 4<+y S%0(�AL k� . TEsnWti 11I3-�• 4-44 1-- r (1NAL ,,,i ' :. NP Am -,AN, a .. ItW o._,RP m,tlNE: tt7a. ..7645, rAI: tedAx�-®»7 20-175 MEMBERS TO tE SOUTHERN PINE. No 2, W/ SPECIFIC s F .N . a, tm, tRewi a.Rne,n- OMIT, n.. 333t< 2. FOR NE1V WOOD FRAME CONSTRUCTXNd: YVO(}D< -___ ._. _. _.. -_ ._ _- _ _ _ .. •AAI(P 1- .-.,a .I....,.I oIAWRa NP. DENSITY OF 0.55 OR EQUAL A t w..: trq oi_,ato N.: Dw .N-m, P,gNE: ([bE)seP-ae.6. FUE (bs<iteR•a»r 20 175 a, Aw >esMR<R., R. [nA 1 , - _ P.E sE/a/wOwlnAyaln CA.-096ait9 ,wl aA • 4W<.AH S`r ". _„` .•A*+. IAI.N4.Na.N MEMBERS TO 8E SQt)TFLERN PINE Na 2. W/ SPECFC /NNHnuMuuE C wRA,a»'a'NIW .rI_aMA ti , DAa 4TI•,FN PNON[. (PD+)A•-a$OreFE; (a6•)4M-am 20-175 Z ARLIEM A TUB ... PF i MP 1T.w 4 M TNE/TMiE eM11ER A INUT JF. PC . PE 5£M./SY+NATUIIF,/Wi[ Fe. t a - BEzt a a se NNN a -Dow It t <. -H RAN ae r R.aGr r P : DENSITY OF 0.55 OR EQUAL M 7 , m. ,r_,r a �,tE/ +R aWe DARFAM, �iR J IyaAR A. IAllt A.. P.E n SHEET NO. SH 1.4 6 c, EZ1/1a, EZ 1 W/ 1 B µCHORS - _.... -- - - (SEE SECTION EZI a ALTERNATIVE WIN ON SHEET 16) -- --3' M0..-. -3' M0. 1' AN. ((e T' M:n. " 9)(SEE NOTE 2) - II-4 *NOTE 2) �1111T• S.Y.S. . - END !-- �� KUM,NLIY : ,O ,3/1E-N - POP 4fV[T :AS'- PANELO 10 BE INSTAL_E!! AT EACH OPE hIJNG 5HA1.'- ALWAYS BE y0 1/Y O O O o 1 Ol I0 O I I PROVIDED wj REAR NAtiU.i TO FACILITATE :NSTALJCI.h IF INTENDED 1 i I , '0 8E INSTALLLTJ FROM INS -ODE 6T STRUCTURE. I I ! ' I 1 1 1 � Ij. 1 q T1'111.�, I. 1. !: 4I AT I PER �; I I I I I 1h +;�� ; !I ' I. I �.I '. ! I i ) NOTES . sox . I-T' -T_.T -.I `--i ( ..." •. ,.-.. _,- • •.� r.- _ j T '.. I "I (') [. 1.NR-LL.i^I. OF SE.A 7D00. E-2 NANO STORM PAM[1 SYSTEM PANEL) i i ' PANE:) i FANW PANEL) uAx CONSISTING Of' PANE- + Cont TRACKS TOP k BOTTOM 1 (GNU I (INTERIOR (INTERIOR : (NTERIOR (END PANEL) ' ! SEE NOTES 1 3, 4 ! I I ' I 1 SEE NO1Ei 2 3. < i I , i I +. 4 2 . i (2) END PANELS SHALL A!Wr Ys 5E CONA, C'1_D TO BGFTOM MALI, 1 I I I I I - - i I MAX FT.4FWWISHr.. A STOP BAR (�>!iALL CIE PR!`VIChD AT TOP Ur. <.UCrI ' I - i I - I ANE.LS. yy1 I 1 uArvU LLNCJrH IL• � - I I I 1 - 1 * I - try'"'' 4, I I lei}'k a ,/- 400 CP4 }� �. . ,i I F.�% I , II (3). D END PANELS ARE CONNECTED TO BOt OM IRACK. CONNICTION I' I I I- ! 1/4'e-20R3/4' 1/8"00/37" -' �-{_, 1 1 ' 1,' , E ; i 1 1 1 SIMILt J ONS*T Of MS W/ W:fiC, I I - I OG_•FD PANELS�wj ,JM-70a+• ' NU7 {tR IJ<'ax3/1- Nin T4UMBSCREW INTO+ iAPPEG BOTTOM I 1 I I j - SS BOLTS w o FA Ovt-FrtAa TRACK LOCA?K7N OF FASTENERS MAv 8E Ar EITHER OF TWO I I I 1 1 f I i I 1 ; (SEE SfCIoNS AS APPLICABLE) EXELRIOR FLAT FIA_NGES OF END PANEL. I I I �_ I_ 1 y I v i I I ) J I , or ,, (41 IN LASE 1�A7 LND PANELS ARE NOT CONNECTEC 1G BOTTOM ,i 1r WRACK I- A STOP BAR IS ONLY U5ED A` TOP) AT LEAS' TWC 1 ' I I I 1 ! j PANELS SIJAu BE CONNECTED -E. BOTTOM TRACK US'NG SPEC: -tT-?-yy"F Yrt.r _T. _T -.1. t._T-ji INDICATED ON NOTE i3. AEON_. Itr SUCH CASE. tONNE.^'IOra OF T--T--tot-l-TrtY"�T--i I T-iiil�T--C--T-T-T'-T Tf'?-T 1�T1 i. J�_Li1J_LIJJJL I JJ_LL.-ULL-I.J-�L-iJ1L1JJ-LL.JJ-I1 1JJ_LIJJ_1i_ 1 I PANES TO BOTTOM TRACK MAY OCCUR AT ANY F•ANEL LOCATION $FF NOTE 4 - )- TAo - i' MPr SEE A' Mint INSTALLATIONS ONLY VALID FOR WIND ,- V.SFE ,ROTE / IW'L NOTE ` 'JP TO -) SPEED 170 IT, p.ry. ORS, ANC" _ _ _ ... _ _ ? _ -� (SEE SF CiroN LET A,µTERNAINE E24w ON 'it+EC ,8) EZ1/18, fZ1 W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (I SYSTEM (t) SCALE: 3l132'-1" 7.687'(MN. (NM,AP '/4 Mar- BAY . A1 -, wE VAUS) -.F 4/AX. GAP �1. SECTION A -A ,,, 011•Na11'1" STALE 3/32-='" 3,4, q, PL. Tj((/jai y 1Np:''F-" � �. FLORIDA BUILDING CODE Non High VelocityHurricane Zone) 77 .N. TLrrcD - 24 GAGE GALVANIZED STEEL STORM PANEL p " Y ` 7 - c •-. � s - - - 11L1ECOtILc^ LOOAL PROTECTION PRODUCTS, LLC. a//MOa �� EN4�Y CaxP4gn,ARP iw.i+ STQTvwt 1 3]3•a`AM-enT$9�lri�,,-C. N,.. i3Mi .,,•' `.txsier,_rvrn w1c1a (aMXAP-,sa3. Ar IRF4 20-175 ~G1-CYJ04,IP- N3Nv2 Waa. .ur+Nv e.r. OAawA. HRHNRR A NIT 1. I m 1Hra _F �J0aJ1 US,+4i iilllT lI a N ENGINEEPaING ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17859,11 - R2 EX Project Number20.31543 Product Manufacturer. All American Shutters and Glass Manufacturer Address- IUD Donna Road West Palm Heath, FL 33409 Product Name B Description' 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluatton: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (FWnda Building Commission) sson }Rule Chapter 811320-3.. 5 F A.C. (w atewlda n 1 The product noted above has 00. st acceptance Method d e not been eCCep18 Per () Prod tested and/or evaluated as summarized herein to show corrpiance with the Florida BuMft Code Seventh Edition (2020) and is. far the purpose intended, at bast equivalent to that required by the Code Re-evalueb0n of this product shall be required following pertmem Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS raw EX ding 820-31543 WW'24ga Galvanized Steel Storm Penes (HVHZ 6 Nan-HVHZ)', sheets 1-5 prepared by Engineering Express, signed 6 sealed by Frank Bennardo. P E. is an integral part of thus Evaluation Report- . TEST REPORTS Uniform staac structural Performs Da performance has been tested in accordance with TAS 202 test standards r test f 17 1 Inc. e s N68T-ASG- -00 Blackwater Tess nc 11ort() by rig. Large masile impact resistance and eyeie loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test repot(s) MBT-ASG-17.001 by Biackwater Testing, Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the Product based on comparshve and/or rational analysis to qualify the following design critena. 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEAM OENG INEERiNGE %PRESS. CON EMGINEERiriGExPae95.cON IV ENGINEERING Page 2 Of ? All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing Is not requited for installations outside of wind zone 4 and essential facilRles Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed last report(s), and is accounted for In the engineering design of this product. Wnd Load Resistance This product has been designed to resist wind bads as indicated In the span schedule(s) of the respective Product Evaluation Document (i.e. engineering drawing). Installation This product shall be Installed In stria compliance with Its respective Product Evaluation Document IT e engineering drawing). along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document (reengineedng drawing). Liml'lations & Conditions of Use: Use of that product shall be in strict accordance with the respective Product Evaluation Document (I E, engineering drawing) as noted herein NI supporting host structures shelf be designed to resist all superimposed loads and shall be of a material Oared in this product's respective anchor schedule. Host structure conditions which are not accounted tot in this product's respective anchor schedule shell be designed for on a she -specific basis by a registered Professional engtrlaer. All components which are permanently installed shall be protected against corrosion, centeminationand other such damage at all Times. This product has been designed for use wdNn and outside the High Velocity Hurricane Zone (HVHZ) Respectfully. �."�aT^ - 3'. 9gr1, 11. Frank Bernardo, PE ENGINEERING EXPREW OPE0046549 I Cent Auth x)SSS 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 3A.54-0660 1(866) 396.9999 TEAM OENGiNEt RiKGEXPRESS. COM EFIGTNEERINGExPRFSS.COM INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES EXISTJB. POI/REl7 N TOR 1j4'e ry➢CGN CONCRETE OLOCN ANCHOR a 12' CC. ',.- nREWIRED. ' .A i � 1/4'e TAPCON -I� I'-._ `_-�_ 1143•• HEX HEAD TEX WOOD I�R ..'t _ 1'-', 14W HER HEAD TEN 1 • FROM ME.' - .. 4' FROM ANCHOR • 12' O C , SCREW i ), :, �j 71 EDGE OF t 1�� EDGE OF V K� I .1 11c� O ED - 1 2' )'.. .. T• . MNa. '. .. ��1 1 _. .. _ SS e1A15 Y,® M. TS'W it it ' 1 Iz" 1 I )2' 1 pj 1 / X I• M; . RIu4PrroaC ; X-SEPARATION 1 1/16'Y 1 I EXISSNG X TO CLASS J 3/16'. EX151INC SEPARATION _7/1Uyp40M X1 PDT' POP CLA55 N i Cl)ALUMRK, GIASS'N TO GLASS. I lv1 ALIT �-" I� _ R ... -_.. _ .- .. is �iaiaT Y x - j-, A 1 awx x �• ' I Fr G 1 PANEL LENGTH I PANEL LENGTH * a G 1 R Y : 1 I 1 4 l + 4 _ jjj _.. �... It .. ,It--_., ..I _ T N __ _ - __- - (4 j H L! 1 1' Yin M a-SEPAIUT p 1 1 P- ~XREW -51PART ON *N` SO1t ;) TO GUS$ 11 I v R TO O1.A55. Of 'L' 11 `A>< 1 1 1 _'/A'e-20R1` pi i' 1 I 1 T14UM9SCRr* R 1 Y 1 1 r��J ij . 1 lY E D I L E ED. : YM 1/2 wA . -. 1 '7 E10 `.) I/2 .I (�! _ _ _ - 'e TAPCON ANCHOR 0 V% ' 1J O 12' D.L. T/4•0 TAPCON 1 _ 2'Y4' WOOD ANCHOR O 12 OC a,- - RITE pR ED pWE i{j CONCRETE BLOCK y __. _ REQUIRED REOUIRED. • WALL MOUNTING WALL MOUNTING SECTION EZI SIYIPIRNATIVE UJW SCALE 3/8=T" SCALE 3/8-1- 0lNNINNNN,YP A; Tj((q' ,..,'ER - ?�y\�' JCEN$4E• FLORIDA BUILDING CODE (Non High Velocity Nurrlcone Zone) -t l * MIN. PANEL LENGTH - = ' 0.44S a 'nom-. 24 GAGE GALVANIZED STEEL STORM PANEL IF FOR SHALL BE 2'-6" = 'r : * - p"'W'" Br I . INSTALLATION ARE ONLY VALID MAX. A.S.D. DESIGN •A-; PRESSURE RATING +/- 40.0 pa.f AND 6'-O' NO - -- 0, -- t PANEL LENGTH. STATE O .. Ir Er y INt oTlvlaol9 GlOBAL PROTECTION PRODUCTS, LLC. D.N. /(• 11I1RN(e 4 i:M01MEHaW16 COE,PANY •6D0 S. 5+ SIPfP 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ','fO. ,F(OR1OT� „ DnN, n. wII MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC ' ' TA. r. m rww •MdeA n N.. 20-175 / Sf EN YN ; Yx,. U,N •,° �.NR 0AH AH-.M - t-AMP-,N5 1. t-,... 1111RN1 DENSITY OF 0.55 OR EQUAL. r `•t"o`'0 � �� . nlr,IwruAt/oATr MITI . eNrlR A Thin x., Ft WRTI Is a ,e 1NM ` NI6 ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) TOP MOUNT (CONN TYP. TYPE AS REQ'D) SE-CTI17N5 TA°-20 DOLTS WITH WASMERED WINGNUTS FASTENED @ OVERLAPS @ MIDSPAN (USE g L .- APPROPRIATE SPAN TABLE) "IFS Ns V PLAN VIEW Z ay:rd ai � a E C'.1 SE" i N -41 1- I N BOTTOM MCELNT (COIN TYPE ( •-, ,\ REQ D} R0.391" / MAYBE AT T - ` - r 0.375' a BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N T S. ELEVATION TOP MOUNT (CONN T1' AS I;fQ'D) Lmax ISPAN ABODE UCTICNI) BOTTOM W �' W NT -' Iq��={vv( (conn n AS REI- �t § e � -- Fj � O �a� -OBSTRUCTION (LOCATION MAY VARY) ti') % TOP MOUNT In �Y� ((pPiN TYPE AS REQ'D) BOTTOM MOUNT (D7 Lm" (SPAN BELOW TYPE AS RIS iO) OB57RUCRON) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL )E(.'-20 STTTCM BOLTSWITHASTENED0 PRWItNEt THAT CORRECT! [NVS AND ANCHORS ARE USED WHICH SATISFY S FASTENED @ SCANS ABODEa BELDIN OBSTRUCTION• OVERL P (USE OVERLAPS TE SPA TA APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION '°' roAAKMNINRDD r rEttugS-Nu 5 `" -`. - --- ll MAXIMUM:- ALLOWABLE ;�. k _'-Ftuk "1' `, DESIGN PRESSURES �' t'°'W 3 .3,� F 16:51 .4, AS NOTED IN DESIGN DESIGN NOTES, SCHEDULES I I I °' P0917M AND NEGATIVE DESIGN PRESSURES CALCULATED . FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER ENGINEEEFUNG IN&;COADANCE WITH THE �ro WREDN IODI RDANCE R TH pSCE 7TNVD CHARTER OWN ` W 1609 OF THE FLORIOA BUILDING CODE SHALL BE LESS THAN l Iu". j 1u9 OR EEgqVAL TO THE t+QSETIYIE OR NEGATIVE DESIGN DRESSURE OAPAC[TY VALUES LISTED HEREIN F011 ANY ¢< ASSEMBLY AS SHOWN. « GENERAL NOTES: E ;r� z 8 7. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN R ACCORCMICE WITH THE REgVIREMEXT50FTHE FLOP1DA aWLDIBG CODE SEVENTHEDR20N ((2020)) FDR USE iN53DE NVD OUTSIDE OF THE HVHZ, Pea AND 2D3 y OW - b 12 iA5 201' 202 TEST PROTOCO LS. CONTRACTOR SHALL 1NYESfIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY U3 APPLY. DESIGN CRITERIA BEYOND AS STATED HE Elm MAY REQUIRE ADOTT]OXAL OS -SPECIFIC SEALED ET/61MEETUNG 2. N013-113%I14CREAGE IN ALLOWABLE GTRE55 NAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. THE AKNiTECT(ENGINEER OF RECORD FOR THE PNOIECT SUPERSTTWCTLIRE WITH WHICH THIS DEBTOR ISUSED S HALL W RESPONSIBLE �° POR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESWIN WHICH 0 SHALL aE COOROINATEO fiY THE PELPHTTING CONTRACTOR, 4. SEPARATE 'S ...... 1 C's O EN E RtHG SHALL az UIRED IN ITE• PK F3 MLE ' E REQ dIDERTD DLWIATE:ADN DEFl1C770N OR.SPANS CON1kV1E0 GNE N I CO t6 E GI EER LTERMA SPAT CALCULATIONS AS N N FOR TE 1 d . REQUIRED NAI�YEB! RSQNIIIRl D- n �I 5 THE DETAILED 6 GENERIC .No DONS NOT P �I C SL ION PM INFDRNATION POA A SPECJFIL SITU. Fpq 517E CON DtTIONfi OIRERENT FlION ftNT THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCMtTECTSHALLPRfPARE ATE SPECIFIC DOCUMENTS FOR USE IN a1p -@ •Sf' O !,, W W❑❑ CONIUNC710" IVITH THIS DOCUMENT 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. .P. i ^ 1'r 2 H6[ [ 9 y �'j 7. SELL FASTENERS -TO BE JE'RI OR GRG1lIlSAEGRADE 3 UNIE55 NOTED OTHERWISE FASTENERS SHALLBE CADMIVM- Tto OR OTHEERWIBE {F� 4 : 3 O13�yI CORROBIOM-RESISTANT MATERIAL AND SHALL COMPLY IylITH SPECIFICATIONS Zr H F FOR ALUMINUM STRUCTIIRerSECTIOH I.3 BY THE ALUM MUM ASSOCIATION, INC.. b AWYAPPLICABLE FEDERAI, STATE, AND/OR LOCAL CODES, I s e qLL STORM PANELS SMALL BE 24GA STEEL b0.024" B STORM PANELS SHALL Ct1UFOWI TO ASTM AUM STRUCTURAL UPLITY STEEL A K61 Q COATING WITH A NSmNUM E -ftlALUMINUM W MINU EX ALL ALUMINUMEXrRU530N5 SHALL tE 6063•T6 ALUMINUM ALLOY ALL -< 222 DFID OVN UNLESS NOTED OTHER YSF. UN Ia. ANGLD AS FIELD B BOTTOM DETAILS SMOIVN NAY BE TED ,Q ITIP DICTATE PANELS MAY BE MOUNTED VERTICALLY OR VERTICALLY N . C NCRIEFT A CP OR FSLE. HORIZONTALLY 12 CONCRETCONCRETE HEREIN MALL CO C EMB®UHORS NON -CRACKED CONCRETE ALL CONCRETE ANCHORS PER Q e ENDATIOTAIL 23. THE CONT'6 RECOIA2 RESPONSIBLEOR PROTECT ALL 33. THE R ISSIM L TOPREVENTELECTROLYSIS, FROM DISSIMILARMATERIAL& O PREVENT MEMBERS FROM EALAIM AIMED HERE VALIDATESSTRUCTURAL.17 AS 14. ENGINEERSEO AT SPECIFICATION C, el 41. THISSPECIFICATIONR SHOWN ONLY, USE TH q how p q E R INByFOR ALL COST B WNAHa'S ER F ALL IHCLUDIN 6 a SAVES HARMLESS TI05 ES RESULTING WENDING LEGAL FEES B APPELLATE FEES PESULTa1G FROM MATERIAL Fi R C ERECTION, 3. CONSTRUCTI PRACTICES BEYOND iH1T d�1 ill AL 1VNKn IS CALLED fOR BY LOCAL, STATE. A FEDERAL CODE 6 Fl10M 'mrCIT is CAL ED FOR DEVIATIONS OF THIS PLAN, ' B 1 S. EXCEPT AS E ADDITIONAL .FFSLV PROVIDED MIMTEN, 11 M. I, FZCATt T" OF A OCTIOTtONS APE INTENDED, F 1D. ADDI THIS DOCUMENT THIS 211 C ilI OTERATIONS. ERgRG9TO ITONB. ATE THIS CERTIFICATION ARE NOT AND RM A �E`B PANELS PERMANENTLY ED WITH 37. PMLELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM' (1) LABEL SHALL MIN PEq EVERY 30 FEET. CONTA3NINGTNE FOLLOWING IN WRM4TIDN'. r i S.�) x. B E Y E 1 VISIT ECALC.IWSIW$ 0$' R F;9-.' 'FrD_IlwT -3 :all,. A.k.r, a. <.,,1-,I N4N AY3'ORR6NEa%AGA CdRDnaMHtON4Mn6; F%MKDCNWJDO PC A I' S446549, a, >fii55 �( I,T. i raDa94=�" �a �„ 2J11Ir 7. I ,r, wslvNx e%I-4-0.014• Q 0,750" o_ i ' m uA` P.+:-.625" 0.094" �.125. S�, 0N 013s o 18 GA 6 O� Yq Qo.094' 8 F-4- { T.lza' M' TVP 8 _ �W'^ &I N 3D62" 1 )�- L 930" 1.930" 0.062-1--0,o62 �375"j .062" � �J. �0.I. 2,000" I A�1�1.35-I ,030" -I 3.000" �OZ9"JJJ -I 2.000" --I 2.tX10• i- TYP �^ O W SUU §:12WIL--� 1.1J30' �,-Ny•N t@ADER m 11" IaEI:66a & N&RtVur y --.--- Oaµ_ " � rl-PNI OLOSIRE 6�$� •' C,cW I i� Q I 1.1m., MAX �A OJ13gg"77 w z LslL�-�1.560" sic 0.3/S" 3ik, 01D.6" DO`b 55.. 0776" - 0. 15�55 O.35D" W7" '� • 3t • '� _ 12.50D' PANEL COVERAGE S5L, 0.179' 9� �-I r 0 g- g ii.876°PANELLEN a, i6''- lW W"', 0.250" 0.1750" ♦ $O'R � � - « j1I'+' -a1;,�_ ,r'r0'_OCR TION7].250'.i.o,1T9O"_.1._ T-�0.090' L OTy u,lt. 0�5' 0.710" Re 3S .3ar&aa.D-d1T "r /RACK �=Mali (9> AYo - Tre wxaalr (,) ilq - i D.__m�yn..; rs' 0. 19D"^II 11 T-0.655" Z q F I .: r AA•I,R 1 "-' 1. a 12 n d --P i. • IG r 0.1 nqv re t >� aslER9Eo O iNTe 1,.1Pr �`f LL f' AwYF -T/y t LI "I iGi' YJ}'PF LEJt1EN®7 N Z 1A00" vwa-C•I31 H.I,v- j CS j j G7 i _vu7Y , . 1l) g 4" MAX. /,) CM--'M- ACWEIRLAP D911RE DFlAB 1 25" MAX. F U.1W'J- .E."'.x-- O ' 01 -.25"MAY, iI MAX. *d ,Yn3-M.� -4 yYT- RF,TT:+S r, -CFF•H:I'e'M<vN till 7BUILD-OUT >•+.0.-r �av- am t5- I . WD,Y1wFTr '•Y 1• ,. T•FE- 11lalxl CI AWI p2STANCE -• 1 T M D NL 7h JJ I. c ,� 1.00D' -C A"Aa".vA. , 4 r+. rl: a".v-a,:lA:cT 11-'e - K•:;1 •:;;1,.':+_. H.:LS:r.^I L�,:•. _�:': A . :: i `.•-l0.'/1. 14•Il I ,,Y_tWa EP73ED ( - lADO' -, ,, "`'•'� n ✓ 11-11P ;.x11r4. r. 4a5:L1ra' b s II ' OVERLAP w-A v a1NY 392D' S ( A ` .... .,,. NSAX -1 1. ss• w x W„ ,.,+r,r xalx q tl S 1E -- „ 1.aDD" 1 r 2 5 MIN 1 urn i E9 1. 1.500' 1 ` ,, i� ra,-ge'PJ 4"MAX. MIN : a ft E.•'I 1. b]0' � � 11N f 'TT .xqJ R 11 �'�yCA0.NFA,3AS/hF DETATI IBED __N.ror.`•Y y S I_ u. h _ t1 TR+xPNOVIn CLOSUREDETALLCLOSUREDETWI 1 ^n. Tr..v �I U HT7TS % -60 0) N to N FU O N li +e U -0 L O O C .& CU U -0 - 0- � L�-.5 O 0^' C C O O W O - An cn f N L 0- .0 VJ Q Z Z W J M"', NO r- GI • a ,_ i Z G t1 AC C R C I N ✓ •D C m x ; C LL- d CO O - (A y CIA t In N O cc "2 -- Y 3 2 cu ED « d _ 9 C3 c = C a3 O tx .= 4¢ 3 � _ lr O Li a) F. = = � 9 CA ITT a -0 O Ile C,3 >_ FF v aFeµlgapl1.��"....'A. "'V n-rq,w.ep CH +VAR•. leFD44g549!aa 'ag5 , NIAS-11'ga11M4N =U HF- - Kr.Yil 'WC11 A J1.. 1-.11". r ..; • .... - ',. - - xI.1- ..F! MINIMUM ALLOWABLE SPAN SCHEDULE "-.�' . - I ' IINd�+tl 4'DM TYP[ a -LA x.,1„ aw .o I<. n _ ., -1 ;i ANCHOR SPACING SCHEDULE: � •-, ",•T.,,n•" / TOP MOUNT zit GAUGE GIs, PANt3_ FASTENERS rs a 5" D c .:< ,H. 5r. m.e •� u in. I-- -._ yy g $ ., -ll� , �"--;;: p'r .: ra vet _....4., �11 w. / LlY4, - wren N S b <' " P # !O N r faN_: wlvu yg r R d ",4+w_ .�i • g $ .- a ` 2.s" IDGe DIXTAMtl.I a/a` m6e DESTANC[ .Oi eD„�'.' 1 W GLASS �'� 5 ttI5 L ,N .�, SPAN UP TO 6'-0' SI' PTO -r BEANO TO Ill-1r- , M ''"' - } u u , 3 €7 ,ram -I. MAN aEQaY M��a tirNA III ID u'-n' WM Ili I[1 Y'-II' MMNIna In ln�Nf WA z_ - -., - _ 1, t; ALLOWABLE PANEL SPAN & R/ 1:1 AEECNoR PRvs-w cmma H GOfda TYPe mum TY►E ;1� AacxeR 1 .. b] d W H.AMr 0' D' z4' 2s ?T 2r r .J' 9j LL Tr r rRJSiURE COHIR T1Te LeHIR TY►E CON11 TTWR �� Fl 4 s, �.•.¢4 l� `L"n SEPARATION SCHEDULE: Zr O' 2r 2T zit" -t`O Su TTH rfF c1 c2 L3 c4 Cl a c3 ca U C2 C] G rnH !9i a cz C3 CA C7 C2 c3 C4 C3 CI C3 a �Y�j`� 11rNdP+4'U' wear 0' o' 0' Z3' N" 25' 2r a .,.RAl ,-,•, T- A x : , - i O = - _ ^ w1r ,1.7/r 04=1 > 12.5' 16.0" 14.T•' 9.9" 32.5' 16.0' 10.2' 6.B" 12.5 15.0 9.1" 63' ve x r EASED 33 12.5' 36,0. 26.0' SO.s, 12.5' 36.0" L6.0" 7.5' SZ.S' 16.0" 1b➢" 6.7" out I uv • gy aX -n r;1 - - 24 GAUGE PMeCiS 7R56 TY Ha•der P P a' ZY it 25' 21^ 2r P 2r 2T 70" FIY W C DMNTUtTRACOu - - nMTFi.., , I TIl-r. • a War1j,1 - ♦! 12.5' 36.N'1L 8" 60' 12.5' J8.0 d2" 5.5' 12.5' 16.0° 8.}" 5.3•' 3 v.rtb *"Cc i TI. I"T.f v' , Ls - r(RI ---- -- --- J 2x564uO 23" 23• 2r 11, 3EC 31- 1I" 30' Zr 3T Ir 33" • '- C W -a KV.! - "T-' AA 12.5' Sfi ,* marioP 89" 12.5" /60" H.1" SA" 12.5' 16. D` HI` 5.4" 'q''-V[:REW 41 12.5' ID O' 1A0" HB" 12.5' 160" 15➢" 6.1• 124' ]6.0=]4 R" 6.0" 1 ' ._�C - CDgirl Tr-e S.,,H, ',+• R ,A,_ i " in MINIMUMStORMPANti-Af ARATKINfkOMGiA55 C I3uddow P TgmCk tr 2424 3U" AB W 2B W z4 4S 3Q Sr tip yyyy' t _ pp�.�� 4B 12.5 3v,0 16.0- 7.5 12,5 1B0•• 14,7'• 6A' 12,5• 36.0 14.7- 6.0" tatal4R�E�E�F] S U.A"sa x L ai .. 12.5' ]6,0" A3' 6.3' 16.0 6.I' 3.4" Its" 1fi.0• al` S,4" H 1 M + _ 114VHZ, WIND LONE 48 E53FNTIAI FACIIIRF51 21 'F Tract 25' 25" 25' 31' SO' 3D' S0r 2S' SV 3t' y 52 t1.5' 1&CC 160• s.o- At. • 16➢' 147" 6.0• 17.5' IA.D" 34.T • 60" D:cl ra- -,» - ^ ` N N D � 12.5 16.C' 83' S.4' 32.5 16.0" H.1" 6.4" 12.5" 16.0" 8]- SA" .L,,: r. j� • , 5. < i'I •" - - - ?$ 11' 31' J 14W •• 12 12.S' 14.01'14W CA" 12.5.16.0" 12.1" 7D' 32.5' 16.0"1+T' 60" 9 m /JJ/A 9 SYW M1V4R Marl 7r 2Y 2T 1/' 2a 30' 11• 2Y 2r r E i ., „ v ^ 'V W z '� // --S, "-� n, Rl 2 �e MAXIMUM C1 U W ^e2 raw, ! 33 12.5' 160" 16.0' 3fi.0" 1 S" 1... 1- 12.0" 12.5' Sfi 11. 13.1" TVr ii 2r 24" 30" 4e" 50° 29" 45 24" 4B' 7U' ST' It +3.1133/I'CNO¢' 33 12.5' 36.0' 16.4" 10�1" 12,5 160" 11.1" 1.0' 7L S- 16.0' 10.6" 6.2" I"^ M•a•a'_•irlm-u LJI , p DF401 MOUH 24' 0[wNT Ul1RACOn g -M ,u.Lw.K cxnE•ES E� DF51Gh I_ >: jLC 41 12.5 7fi.0'16.0 3.9 12." v.0' 21". 9. 12.5" Ib.O'12A' 9.6' i! j i LL' - ALLNt- THAN ABOVE LESS II HAN 30'AB VE CIRATER1 TY H4aar P ? R' 23" 3r 2S 2 3r O' 2r 2T ZB' vl rx y n. zx '. _:TW W'000iCPEW 41 12,5•' 15,0'14.1• d7" 12.9 16.0" 9.7• 5,6" 12.5' 15.0" 9.7" 6.6" � �+` .tRVAL- -+.t �"`^ s ?'. N w PRE 55URF 48 ]Z.5' 180. 34.9' 13 IZ.S' 1b.0' 1t9' 9.3" 12.5" Id. S19" 9.S" �' N • W.•, ,i-. ,rT _'N •H.,Te••*uN Q' I: W (P51) .SPAN IIrndal MAN 3U'ABOVf GRADE )NAM 3U'A60VEGWADE W r h l 1. p p 9B 12 5' 16.0" 1L 0' 7,0" 12 5' 16.0" 9:fi 5 fi" 12.5" 76.D' We- S,6" v t: S1 .L £L->I.F TI•= v= Lu, t '.t}I .a -h x,r �D 3 1 RJR' 4 - _ _ __.-..-. _-. F S5 TtaHl 2T 2T 1�' 9r: "9A1' 3`J 23" 3P 37' rD0 : 32 12.5' ]6.0' 13.8" f 126' 16 b•' 11.1' 9.5" 13�5', IB.O+ 31-8'; ➢. f1 O �• SI 11.5' 380' 11Y' 6.0" 12.5 1D 0" RD Stf' l%S' Ifi D• 0.8" !8" ''.7 '/ Ox yx, p" '3n •nl F^ D - - - - - - -- - 26 3T 55' 31^ 3S ��•^ ,7 33.5' ]6,0" 1L9". Ai 125' 34,0" 13.P' AS" 13.5 16,0 1t.9 ➢.S -E F zg P ,ti -1 W I3 In 606 R. 1,16,n i Cireck 2a' :e' ST' 3T' 72 Id15" l6.0' 9.6' S.6'" 12.5' S60 9.6' 6.6" 12.5" 16.0" 9;6" 5,6" `\ 1 , .. .`" 4 __. __ _ - ._. _.-_. .._-_-. " x 114"YI((V7=1 33 31.5' lea" I6 C' ]6.0 12.5'' 16..0„ 15.,,' I.-' 127" 1R 0" f40" 1/.9" U4`11-3M•m6ED 33 It 5" Ica Ise" 12.5`160" ITS, 12.5" 16.0" 14.2-- VVV } I,r. 1n i s "7 35 ; 130 I1 rn N D61n : 161rt t SPANS SHOWN nfgE qP! MINIHJN AlloWaRt SA-1--.1 taXaaN4nDN fiF n,iVnnwD In O qLL POINTS 90lI0 SET r; ," Y+i, _. _.. _ .._... [':,NIIIOHIa WIAVITT- A.NEt IENar5.E45"r-4'sO.I-Itll.T4 EaW"-Ehvr � ',N.v:v"�•.;.s.. 41 SI-S' 16.0"f6.0' 1d.6 12.5 16,0 it6 t0•e' t2:S 16.0"]2.5 30.7" TAp CDa•FFA6' 41 L2.5" 16,0"113" 12S'. 16A" 9.2" 32.5- f6.D- 9.2- N > 5 ? 440 13UD rA 606h, .16m 4L .e x ': 46 12. 5' 16.0" 156' 13.3' 125" ]6 O" 17.5 ID�6" 125" Ifi.O' 12.5" L0.6" I YI'" . "%'.' `1 T _ ' n9 yRn .110N rA4b u1A55 !l REl ,.t4 WHfN Pm" rf-",=-R . TP M4N , ,A, MYrtL NNr 111///111 32 12. , ,. 4B 12,5" 16.0 21A" 12.5' NO, 9l" I2.11 160q 9.1 1_ I; • H •,.:. 17 T - nFSPE:Trv1 HPuxnAc GDHurar•,,.x above D( ib➢" 12.5' 10.6" 12,5" td,0" 12,5" 10.6" 52 1$.S' 15.0" 10.3" 12.5 le 0" 91" 12.4 J6 tl" 9.1' i so 1300,n 6,06,n .1161n N.IoRMx S' 1H.0" 34.4' 1$r 3' 12 S" O .4 = ' u"'U + .,o:(. 1.003• .ID ; 2.74 1',J ^ •/ 5A I 1_30.0 In 6.0E In 2.16111 ! 3AM 4AS,rRlS RF-IsIIRl4 rM ml. Yu::ixksT I4VUNr31N •gIL2 seVw W14n4 SICf 4' . t eqt hot (� M°Lv7�r pp 72 its fi.0 72S 106' 125' 16,a" IL5" L0. 12,5" Ifi.O" It.5" 30..6" TI LI:S' 16.V' 91" 12.5 f6.0" 8. 1" 12, 5" SBA" a] F,°,/ ^ F v3Clry 456C. Ann W1n E'.m. T Hq,..'NG .•3N1'In VHS YF tPf:+5ePA4A , F@ ,.. Snai, N xLR pFTg11 r YN FA+ 4' INN II 4 Y 33 11.5' 160" ]6.0" ]6.0" 12.i' 3H D" Stl.O' 1 ,2 fI i" 16➢" 1 ➢ Sd.6" L.B. r.` .. ,N'; H1X, - (] P ''` •/-56 1n66,n 6DBw 2.35 nI " ,N° x l 7 7 ]G• F +'flu' EN6� z3 1 .S" f6.0' a 6" 7.3". 12.5' 15.5' 6.0' S.1' 1 �S' 13.e' S3" 4.S" 1=' - Ivt; Ip I),VINI YgYtINA E 0 r - • - '„ H-4>ie5 L.ISn .,.:-+aF_:. _. ^ �-1rf1 __.. - - .-�,.- - - - - z- --." - _ FA>SrHa4 aPR.[S ,O FC].F 4y,(w.TH Ua wnr,rAl, STiTCn etk'+51 awD:aya RaM.5,6DPTx Wr"A.NG z 1, ,Hv T .. ^.'.M: 43 12.5' id.d' A. ]d,A' 125' 1R.0" 15.7" 11�4" lt5' Id D" 14.6" 13.3" All N111NIh Ax,Yvh" 41 l25' 36.D' 7.0" 3.9" 12.5' Sd,3" 4.6" 41" &23" SZ.4" 9.B" 4.3" i= r- r-� r3.�,-, =..Dart rO_3'V 6.:..r :a f H37m GU9 + S3 in •Z �tpy�� l[t ! ... I CD- .V1 ., n. S N -... ____ _.. __ ` _ _- _.-__-.-_._„ 5 •AwrA3 w,r WN1a'NiNInY. 151N[•tirR ll ,IF ,Ill OA--P- -OR 00"'. ,J5 - Q + ' Ramismilitilm48 12.5' ISO'360' 34.1" 12 5" 180+' LESS'• 11 I" 125" 1D.6" 1S.S" 112„ '• 4.7•' 4.0" 6.25- 12.3' 4.i" 4.0' Q NWNTitlG E!rRU6i0Nb aN •11h N+, a, t4+. mot: 'r I „�ANr. 4m-,,I', :' WPAr:PN SN i"I _-_Gr IYOOD 0U5x01L d8 12.5' 15.4" 5.9" 50" 8.25" ]2.3 F.,[:Ta„3 'E, �N' M' iP 1i i� w�[_,:0 a=; .I .•xA',rF1. .tee. 'j k F/65 59HnI 6.il,n _- ..__...-.. _ --- -_ - oR1.,rr rfx cETµv w1•K.S � � G X 52 1tS' 36.0"16,A' 13�0"134'16.0"15.3"11�2' 12.5" 16.0`35.5"11.2" � � M r,nTr-•, H-,ln•. R1 PTITFWE rfi :,. ,::+ i( e :.FeT 1E3 ,: •.,: 911YL a'rL'.: �jI --_ _ _ _.-.. - !y(n 1.-r1-IJ -nu-, 1+a. - y a y,-.. �+ A 70.-_, 36am 61?,n _ 401n_ sp nt e� G t 72 Y2.5" 36,0' 35.5" 11�3" 325' 6.0" 5.5" il, E" i ,S" 16.0° 35.5' 1.2" 32 DI35' 11.3" 4 i" a.0' 6.25' 123" 4a" 4tY Bzi" iz.]" a.7i•" 40" 11 R �- T4,I qi IC. - i :NCH. A, _ar•i' n C[➢.IMG/n0D0. NOUN XLiIOX ...-v n W d b � _ J _7, 1 0+n y 6 13 ,n 9b In S G! I Ion � > 2.6^ OWE DESTANCE • I 1 2 ul ]' - ° X z 4! _ - -- z a N i) 311r E 1 L/W CM O[O 33 6.25' To 3' 5.25" 7.1- 6..25` 6.4" It y 4i �E x4gHr x r,E nN N.J IOW' � IwNI,'I, .. 41 6 Ir' 6.3" „ � N Pt g _I 4H 625' ,3• ANCHOR NOTES: s I-T►CC .C- Tr]LLCt v - YY1: . KV : r I J�1-. R T. = i j C F WAILNWHr 4-CnOtl Iqn. Iryf n ^• .T x• "• . tLB)[ j F�� SZ "Irl 6.5" T LNc 9s Tk... 4a. _ _ 9 I, ,r � , � g ,�f L3 - q-�'�'� t2 I ANOg0. SCHEDULE APPLIES TD ALL PRODUCTS CITIFIED HEREIN, BUT ONLY PROVIDE W � rR '.-L"R 'I: tot'-':L SPAN SCHEDULE NOTES z _ c1`k - W'L ` I'N - �. -r a• - "4 v Q L ' 4•,,,I,' xw•. 73 L?- ' 16. 6.5" 67" 6.25" 11Y' 6:}5• 1a s• MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED ?� �' IA ;tie, ` 2J a v g It T t I N SPAN SCHEDULE SHALL APPLY. 4 �1 H 1 _ - -'- t -J �J # rZ 3. ENTER SPAN SCHEDULES WITH NEGATIVE IA: r rN,3r NSTe1:f+ N NN1 nr ,Nµ:on 41 u 5' 13.T" 6 2S" 9.5" 623" 9.4" v F;' f i (D =3 ' '� 1 - a C'-Y. = ETI-' N f F " t mWrr:Trrw I-•4 a 'T- DF9GN LOAD S PANEL FASTENER SPACING TD rgtP•. INTFaro• ,,,,4 `O 48 625' 11.," B.IS" a 7' Eli' 9.3" 2 ENTER ANCNO{t SON�ILE FFASED DP3 PANEL FASTENER SPAC [rrG, THE EXISTING STRUCTURE 'nHC_ Y.^?d.I. V" r rla Mqv vNrr DETERMINE MAXIMUM ALLOWAMi STORM PANH W _ MATERIAL, B ANCHOR TYPE- SELECT DESIGN LOAD GREATER THAN OR ECrl1AlTO NEATIVE pE51GN w ar ♦LTR. �r .. .Y I12 . 52 6.25' lo,w, 6.13' 9.3^ 623• 9.3' LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHVrTERSPAN.SELECI �j [.YO - r,�,t:, 'n+• W SPAN. SCHEDULE I$ ACCEPTABLE FOR USE WITH Ati3A2r1 72 6.25 "' 61 ' 913, 25- 9.3' BID r ,OI'Yrt1. . Y ,1 X a � POSITIVE LOADS LESS THAN OR EQUAL TO PANEL � � Il4" r I -Um rYntN T3 13.5' 16.7• 7.3" 72• 1z s • 114• s.2" s.a" a is 12 0• 4.6" P.5^ CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON � it uN M > ,"rE.EY. ` 1 'i a R e( NEGATIVE DESIGN LOADS. CHIC .y SHEET 2 FOR IDEPR'IFICATI(NI OF WNNECtION TYPEt Q O rl-r.I.v ,•r,.-, c•31J• F ry -I` U y 4H i•.arla „ ,r ,. ri cN J 2. 'vaNEl FASTENERS' ARE STUDS USED IN K- :r!INF SCREW IDEw+ x T.YNT aq a rrw ds. TAPCpN 41 StS' SS,6" 6.0' S.8" 6.15" 1A,B' 4.1' 4�A" 6.25' 10.7" 4.]" 4.0" 3. "PANEL FASTENERS' ARE STUDS USED IN 03NIUNCTION VRTH ALL MOUNTING EXTRUSIONS _ € -11 N P•A«P,d :j 4e SLS' 1 . Si" S.0" 625" 1/.,' ,I.1" 4:0" 0.25" ID T' 4.1 _I.0('F'-TRACK, STUDDED ANGLE, ETC) 15E 6.23"O.0 PANEL FASTENER SPACING TABLE VALUES FOR L tr 1. rl.l. x"I'I.,IN' F.Esr'_ 4 CONJUNCTION WITH AIL MOUNTING EXTRUSIONS v41ww„rewar,„fREn wINc,Nt* G Il:a E•, atra r 51 6. ' 12r3" 4J" 4b" 6.25 10.7' 4.1 4,a" 6.25" IDT 4.1" 4,C" ALL"H"-AND"U'-HEADERS INCLUDING SUMDOUT CONDITIONS I.r R <4a. ro 3 3 ("F'-TRACx., STUDDE I ANGLE. ETC. ). USE 6 15' +A 1. 1nI "I Q � a� ( ) Q- 1 O:C. PANEL FASTENER $PACING TABLE VALUES FOR 72 6.251, a.7'• 4.11 40' 6. 5' ]0 7" CA • 44" SAV 3D.7• 4.1" CC" d ANCHORS SHALL BE INSTALLED IN ACCDRDANCE WITH MANUFACTURERS' RECOMMENOATIOP6 x,'N� ALL `H"- AND "U'.HEADERS (INCLUDING BUILD OUT L C f ( I- o n4",,/M rnnHA 33 Szs' In V' Ill 1" it 3 12.7' 36 D" 9.7' T.a" tz S" ran- e," 7 0" 5, HOLLOW IBM E FAST STRUCTURESNOT CONFORM TO SCHE SCHEDULE, BLOCR. C M o- `� 11 'I I R a 1 1 � at k' 6. NtiN1MUM EPHBE97MBJT SHALL 6E AS NOTED N ANCHOR SCI1EOUlE. S 1 1' b "'• Rc. ,lu 3 F"ONDITION$) k n s q4 F0II4Ts 60tIO SET 41 12.5' 16.0"ll. Al' 125' 16,0" 7.H' 6.3" Its' 160' 78" 6.i" Er nit-nx� 3- UMBRA INTERPOLATION BETWEEN LOADS i5 X )n " 1 ,aAL.uNe xgeq a I r 4H 12.5' 16O11 9.7" 7.B' 12.5" 16:0" 7,7' 6.2" t2.5" 16.0" 7.7" 6,P, 7 MINIMUM H4BEOMBYf AND EDGE DISTANCE EXCLUDES STUC �, FOAM, BRICK(, AND OTTER WALL n' 4I 121021 ACCEPTABLE. OTHERWISE USE NEXT HIGHER IAAD. Lew waY4EP5D 1:2 18.2 1 (Ill * E.11 �F PIN1a�HE5 WAIL FINISHES SEIALL BE L7M[TEp TD lJ4" MAX OR SHALL BE VE0.1i[ED BY DTHEIffi TO al 1 0 a) F r Eft 52 12.5' Zvi O' 89' 7.2' I25' 76.0' 7.7' Q2' 12.5 15, 0' 7.7' 6.2" r w „!!E%'.,nc, wINur, I:1J r - �P 1' ADE ATCiY TPANSFBt LOADS TO HOST 5T0.UCTURE l `R. _ rgHd,Et _gar NOWT 1F 72 al S' 190. T," 61 S25' 160' T.1' B.1" I2 S' 16.0. ,.7" 57+' 'rv'= Gi? " ""' GLASS SEPARATION NOTES: r S• a: WHERECONCRETE ANICI EVISMiORSNOTED I)REIS OODFN 6HA FRAL BEMING, G, EDD®TOUNITIONS MAY VARETE ONLY CHI, - 1(� D rRl,StnN ti µ tti Fn• I I, g II I • tyi - 1/•1" x 1 yT ENeEp 33 12.T' 16.C' 6.4' S.9" 613' It.S" 4.'1' 4.1' 6.25' 10.3` 4.0' iJ" EE N . _ r anti 1�[ uI•wNl MnrINA+h 41 12.5 73.4" 3.2' 4.8' 6.25' 9.3' 3.6'9�2'•-3" 9' WHERE EXiST1NG5TRUC'fURE 15 WOOD ERAMNG, EXISTING CONDITIONS MAY VARY, FIELD d8 6 w.� @� _ = k q 1 VERIFY THAT FASTENERS ARE INTOADEQUAT€ WOOD FRAMING MEMBERS, MGT PLYWOOD. FASTENING [ " FDe A: CLr ,' N. I? 1 ENTBL SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE a 48 6.25' S1.S• 4A • 4.1 • 6 Z5" 27" 3.5 • 3:3" 6.23 9.2: 3.5" 3.1- TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. � `v H "31 -. (�I y. 52. 6.25' 106" il" 3.1' 675'• e2" 3.5" 3.3" 615" 9.2" 35' 3,]" . v E ryi`.�n r. -FI I MINIMUM AL1AwABLE SEPARATIGN FROM THE OPENING TO BE PROTECTED bO,m. �cE as fill T 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN 'I �) '� nUV. t -- - Z.V• T iL 2s'nT� e ��' i 2, SCHEDULE I5 REQUIRED FOR USE WITH POSITIVE LOADS ONLY y,r.� HO,.NT Nv O II 3` � � of p ,z 6-25' 9. 2' 33" 3.3' D.25" 32" 3, 2" 33• 3.3" CENTER OF NOMINAL 2' % 4" ININ.! WOOD STUD (%" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD WL � m - e!! IyIy pp ! 9 INTERPOLATION BETWEEN LOADS I5 ACCEPTABLE. OTHERWISE U5f NF1tT H1via4EP aN *.Mess er4Nv g i x FRAMING), WOOD STUD5R BE SOUTHERN PIN ' G-O.SS OR GREATER DE-NSM LAG SCREW Y ri .: '':u,F Hi 5 �- J B b 1 LGAD .r-rc' i B' gplLV �o r SHALL HAVE PHILLIPS PAN HEAD ORHEIR HEAD 'u-YE` ", ' + E, R, g 3. TOR mSTALLAi7pN5 WT51DE Oi THE NVH2 AND OUTSTOE OF ESSENTIAL r f i 1l. REMOVpBIFANCI1IXt5ARE OEWALT PANEL.NVRE, ALL-POIPITS SOLID -SET BBRA55 BUSHBIG^� R `5 FACILITIES IN ASTM WIND ZONES 1 THROUGH 3THE GLASS SEPARATION PN,I ° 5 AN P L2MACHINESCREWS SHALL HAVE 1 MINIMUM ENGAGEMENT OF THREAADS INTO THE BASEM.. Y - Y ti.v' T RYImE - ten[ F .q a' WMbRN N&I WR 72" • .[9r .,, Xf- i.-- y, lra._... PROTECTED' 15 NOT RE12t11RED AND NID MINIMUM SEPARATION FROM THE L.ISnNE a3Nc E-F 5rq,7 - - nut ANCHOR AND MAY HAVE EITHER PAN HEAD, TRUSS HE .D WAFER HEADDEAALK BOLT) U. PLO q,.. 1.9 a«.3 u1 N i. Fr : - - 20-31543 PROTECTED OPENING 5 REQUIRED Havew -Da van I 1 tN AN Afrr4lq 20-31543 13, MINIMUM ENT EDGE DISTANCE EXCLU STUCCD OR OTHER WALL FINISHES. 20-31543 �•r+:. n, - _ O w,oC• naN,x, 5waxc Taal N ENT• 14, DE6IGNATES ANICHgi COND[T20N5 YYHIC33 ARE NOT ACCEPTABLE USES. - „a T-rr •.NF: xactw re Q 'i m , x 15 * DIRECT MOUNTING C'ANDITIDNS- /1 gmMl ,OP/BPT1pH CLOSURE 0-TAD 16 LINEAR INTERPIXATI.ON 6 NOT PERMITTED FEXi USE WITH THE MIC/HOx H'}IEDULS LISTED ON ,:a4U I l .,". _�,,-,!Zz' v TmE I E THIS SHEET Z 1 .- , 1, 5 9 M OPTIONAL EGRESS PANEL DETAIL 5 and .4rF. LF'e r .P. AV. 11, '" ^,: ,a,Y Nxrn xRlHl h, lx)N D 10PTIONAL INTERIOR FASTENING DETAIL INTERIOR FASTENING ///� L� .'tl,:TaE ^ .r• I YN;,;/nErw I xnllnl wl.l lox t" � l` N.T.S. IA ] a •�LJ �J R L! _ Q J (Z SHEET NO. SH 1.5,