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HomeMy WebLinkAbout6712 Back Forty LoopV ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAID or Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet READ or Req'd. Required BF B'Ifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WOW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. HL Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 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 FBC 2017 CODE UPDATES & MODEL UPDATES REVISED SGD, LANAI & WINDOWS 06/01/18 4.1 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE 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 Z - .l J SN STRUCTURAL NOTES 1_1. SN1 DETAILS J S3 DETAILS .1 r-- J.-,C _I _ —1-Ii.-,l J f S4 DETAILS �1� J_ �l..- 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 1 J J_ J, �_ _, PA1.3 PRODUCT APPROVAL NUMBERS -" SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL -- -- - �� - SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL r, SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SIU M 17-1 Fl- -1 a C] _1 Siv _n �❑ SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL r 1 ILI � El El� `-a� � �SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL lul SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL F -1 El F-7��0 IL 17= 14 114 *41% 1 ism 1763 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. t` d� Z o W 0 • a'a` o N cm X LA- O- N C . t/1 N -O Z ¢ � Zu • os e V 1~ No- c o a CAZ h Es o o N a ci � 1 z M O N t LO �. it" rY , T To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlel 7th Edition. Engineers signature and seal Is only for the slrudurai engineering portbns of the drawing pages bearing Engineers signature and seal. Eff W H o g O C rV 01 5 Co m N 1 Q O M (7 Q J LL G�p -� W M13 LL LL d Z a X 2�4 i ro c" . 0 0 ;; m 1111110 Z IL MZ N J Z �V 6. W ❑❑ 0 t? Z N Z z � E3 V) .9 O w g V) c Y ® w ~ r 8 t I ¢co O 8 S� d =o so o LL , aR E `° 2 g 3,0 OU Z ft] f- N o � z 8 a� w z W mo M� m m 35 a� =r v Ia ° �U-) J o m 0 LO T- N LO CT 0 0 J U) -0 (,V^ 00 0 Y � }+ O ILL M -0 Y ca M 0 .0 in Ln r. Q LO CID LO o Z E 'V— N m a U ai Q p JOB NO: 23-04903 SCALE : AS NOTED SHEET NO. C S —11116� a — e m W a MEDICINE CABINET V 0. BATH BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MI�- // o o b OD O r- 0. BATH TEMP OBSC o 0 00 KITCHEN VARIES PER FLR. PLAN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTA IN HEAD ROD 0-- 24" TOWEL BAR TOWEL BAR IN ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR -- ON BATHROOM WALL r SHWR. VALVES ® - TOILET t'1 SOA DIS PAPER ° b ft I HOLDER :r CQ O TUB I. FLR. BATHROOMS, SHOWERS AND TUBS 0 DOUBLE RODS SINGLE wa ROD LU H x c760 U in CLOSETS/LAUNDRY y' TYPICAL HEADER HGT. t C 0 , M M (V KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER CABINETS 12" FOR PANTRY ==�I OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHEO CABINETS O COUNTER TOP 30" H BASE �? CABINETS b bo00 a0 u AN n t4 0 4� 1,_2„ a 2x i�o FRAMING b b 1/2" GYP iv N ev t? BOARD FIN. FLR. FIN. FL , SHELVING x ISLAND COUNTER CABINET BLOCKING -8" 10'-0" 7'4" Ll'-4" 'I LANAI 8-8 FLAT CLG. A.F.F. 9'-8" I I I I HB I 6068 SGD 1 _ I i II BRKFST V-8" FLAT CLG. I iu TILE a> i = 2068 rn CN BF I i 7I I '-0' 6'_6 1 p II I I L__A 1 Lu CL O I Z a El j 11" in z � IX O I KIT. ' I II 8' 8" FLAT CLG. I - ,TILE - • I � I LU PLUMBING LINE 5_4 , 0„ 3,,0„ I „1 TO SECOND 1 1'-4"X1'-4" SHAPE CMU COLUMN 10'-4" J TYP. @ i6 2-STORY O 35 SH DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET AC PAD FLOOR I -- I I I t (3) 2x4 #2 SPF 1/2 WALL AL t I I " STUDS W/ (3) OR RAILING 16d NAILS AT PER SPECS BASE FLOOR G.T. I I O M T I 12608 I BF I I I I I I III I I I - - I I 8 -8"_ TLAE!CLG 116 115 I il l 2 1 1 1 18 I I 'In 1 1 I I I '' - OPEN TO A_SV. S3 _.L_ SHEAR WALL _ ti�� FLOOR G.T. " (3),2x4!#2 SPF = - Q6' EDGE OF SLAB 2 STUDS W[USP °C w F- BEYOND WALL - i HTT16 @ BASE W �„ 4, 5„ 7,_3„ 7,_0„ �APPLIANCE FOYER }-W . PROTECTIONR _O� a 0 w v0 I WHEN REQUIRED PER FBC C S3 I . 8 8 FLAT CLG 'TILE co H1 p z W/ USP L TA18 STRAPS • • a (CENTER D) EACH SIDE OF J U Q WALL TO J ABOVE LOOR TRUSS = 16" O.C, ? oo D I I M I I S6 �0-, STORY W J GARAGE = m W 8'-8" FLAT CLG. A.F.F. 2 z0� I I N Jo ` ENTRY LU 8'-8" FLAT CLG - Z AFF I I - q I I I TYP. @ I I SINGLE I F OOR G T I --------IN ■ _ L _ _ i STORY • j 8"x16" CMU COLUMN I W/ 6"x12" ABO E I K INTERGRATEDINTO HB I S4 WALL W/ (2) #5 I GARAGE @ VERTICAL I 16 -- - - - - - - - - - - - - - - - - - - - - -------- - - - - - - - - - - - - - - - - - - - - - 16070 OVERHEAD DOOR O ALT I I I AC PAD I I II 11 L =_ =J J TYP. @ 2-STORY O N t i0 r M 12"x12" CMU w/ (4) #5 VERTICAL OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET 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 SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18; X 25 2 S.H. 13 20X38 181X37 S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 18X62 S.H. 16 20X72 18�X714 S.H. 11­12 271/4X26 26X254 S.H. 1 H3 27 1/4 X 38 J 26 x 37 a S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 11­16 271X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 J X 63 36 � X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 38 52 2 X 37 1 S.H. 34 54X50 522X50 S.H. 35 54 X 63 52 1 X 621 S.H. 36 54 X 72 52 1 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2' FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (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 SCALE Y4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST 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) Z � W �- .L C= C A - Q -o CO at: N C LL d N G l'O 3= � d w � d�=cc a 3 � •°' u d d >= o H r= a o a � CM O N 0 ,` pw asci: 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. to 4(H N o c � S CO N 00 9) 4 tnNO aka y co v LL C J LL W �U.LL a - ti i t ro� a WCIO LLZ 0 m w Z Q N Cl) = OUor W ❑ ❑ Z N z o_ �-J z 0.5 w 0 � ,t--+ .O W Q� W O ra �C N ra MIN W J U � 0 o 0" � q z ¢ d __J E o E U E U w r� ¢N _® no- �o 0 Ug z "o E N L dU ap W 0 O"z ww cr, J z C/S C �C CIO �aa zd OxZ p <p �o Wm N LL 7� �o S M I� 0V 12 > Ll) J rn M Lf � Co LO N CL r N C a 8 CL o Ln O � M Y M O Q m N LO r r T N c to z M C ip r wr N v c c 0- U ¢ p � JOB NO: 23-04903 SCALE : AS NOTED SHEET NO. r 0 SIN SIN T CONT. HANDRAIL RETURN TO_ WALL DETAIL. A SCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/411 (16) RISERS AT 7 -9/1611 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING 3/4" PLYWOOD USP MP3 CLIP EA. DECKING STRINGER TO BEAM/ FLOOR SYSTEM TYP. M 16 ` I 15 36" H. CONT. FLOOR 14 = GRASPABLE SYSTEM 13 `., 0 RAILING • � I 12 I � 1 11 10" 1x TREAD i0 i = MCD (TYP,) 9 I p1 - 8 T- 00 STORAGE 00 UNDER 7 STAIRS 6� 2x FRAMED 5\ WALL 4 �\I 1x RISERS s 71 (TYP.) 2x FRAMED (3) 2x12 2 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 161111o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/2" = V-0" SEE PLAN FOR LANDING DEPTH 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 FOI STRINGERS - CONNECT TC 1 TYP. @ D CORNERS 14nc RFV 10 1 20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN V-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** ------------------1 25'-0" I I I I H1 I 16 2 A I 125 3H �� GRESS',k B 60 X 36 SHOWER O FIBERGLASS SURROUND TP 0. BAT 68 2068 8.-0.. FLAT G. BF ;n TILE 3'-6" u '-10„ 4-SH 8'-9" T-8" H1 0ED2 TYP. S6 J B U.N.O, 25 ISH EGRESS�k OWNER'S SUITE 8'-0" FLAT CLG. CARPET - G.T. - 42" KNEE WALL WITH 1 x8 CAP & CASING 0- D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE i ----- 0" FLAT CLG. rn I CARPET o � j �, L --------------- ----- �\ ���2068 � 4" IACCESS, 10' %>--- R&S TUB/ SHWR O TILE TO 7' O BEDROOM 4 A.F.F. co 8'-0" FLAT CLG. 1 x8 CAP & BA 2 0 in L7 CARPET CASING 8'-0" FLAT CLG. 0 TB TILF � 1/2 WALL OR 0•0 RAILING PER SPECS 0 1 � � = TECH CENTER to T-9" 5'-11" 2668 11'4" 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 Wit (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 H1 6 N D2 0 DRYER VENT THRU SIDE WALL- ) Q 3 HANSON BOX @ 36" A.F.F.- T WIRE SHELF M' @ +54" A.F.F.- J S6 TYP. U.N.O. 3� SIM. W/ (1) MSTAM36 STRAPS @ BASE 15068 BF D. LAU N 8'--0" FLAT CL( TILE 3'-11" 3'-1( I, 00 rA 9'-54" N cD Itn -12 11 10 9 8 7 6 5 1 4 _ v _ ea 2652 R&S I N ZXR-------- CV 4068 s BF ?+ A 6-03" 5'-10" 5068 I G.T. _ 2 44.7111IF 11'-2" - - F- I BEDROOM 3 ' BEDROOM 2 8'-0" FLAT CLG. 8'-0" FLAT CLG. CARPET I CARPET EGRESS* EGRESS* I 25 SH 25 j © 9 I D2 22 39 H1 D1 D1 JAMB STUD OVER I I ENTRY TO BE CONNECTED DOWN I I PER DETAIL 6/D2 5'-10" 5'-10" 6-8" 6-8" 18'-8" 64" 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 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS W43A SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. 6, 691 i A, SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 O SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 251 S.H. 13 20 X 38 18 2 X 371 S.H. 14 20X50s 18�X50 S.H. 15 20X63 18JX62� S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 25 z S.H. 1H3 27 1/4 X 3883 26 x 371 S.H. 1 H4 27 4 X 50 a 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 11­16 274X72 26X711/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37 J X 38 J 36 1 X 37 3/4 S.H. 24 37 J X 50 1 36 2 X 50 S.H. 25 37 4 X 63 36 � X 62 1/2 S.H. 28 37 � X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 1 S.H. 33 54 X 38 J 52 4 X 371 S.H. 34 54 X 50' 52 � X 50 S.H. 35 54 X 63 52 � X 62 } S.H. 36 54 X 72 52 J X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 NIA 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 'Y2 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. SECOND FLOOR PLAN SCALE: Y4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protectlon Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) c 0 Z ICU -0 o "' -� awo LJ a o aLL in, Vf 4 C vyi 'a C C CT, 3 = ao Y 6/ d = C Ica is 3 3 :° m m 20 � E � o a. W o` w M 0 N N 0 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rn Q E 00 N Cil Q r ao NNO� Q M a " C J LL JLLt1 W Z - c a fO C � W ' 0 m = LL W w p�p�°> rfj N Z Q Z N OU �n Z iq00 z 00 z a t� Cl- z b Ora 9 Q ? U O c f6 LCl r-- - E v 8t U rn • Q N 00 o M z W Z J i LL E F z o oc r fs Q O V 4 ?e 0 g 1@ k? xU &z 3c� a �z r0 I- Q 2 g W � � C/> ro ¢o gi°0, m0 Zc m v w� <w 8 VJ ova � 5z a z W T p � _ m <0 Qo ,-t 0 �O = �� J m 0L- Lid co LO T- N tL LOCr Q g N �- (n o 00 N a-•+ 0 Ln `. O ILL M M o M m � N Q T r E c N LO 0 M _ ET WC y o va _M �V a a i JOB NO: 23-04903 SCALE : AS NOTED SHEET NO. 1.2 ti 80 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 00 <o 12 5.01 FIBEREGLASS SHINLGE INSTALLED `J AS PER MANUFACTURER F-I_ SPECIFICATIONS - — HDR. EXTERIOR PLASTER ON FRAME FLASHING -------- Z_SFi_.---- 2ND _ FLR O.M. a N e HDR. ---- — ---- --- ---- - .._. -- -- ---- —----------------- ------------------ TEXTURED i1U? El M F=_1 F711 FL-71 0 =L] CEMENTITIOUS - - — FINISH ON CMU (TYP) l El E_­1 El [7-1 F-1 111 Ll Ll0 FINFLR — — — — t___ d L - ._J — 12 5.01 FRONT ELEVATION - A SCALE: 1 /4" = V-0" 9'-0" RIDGE VENT J __ - T-- J i__..0 J- . J J .1 - RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS N SCORED STUCCO 4" N EXTERIOR PLASTER ON co FRAME n 12 CJ 25-SH CJ 2ND4.01---------------------------- — ----------- — --- ---------------------------------------- IN FLR — — if I— I-------------CJ/WEEP--------- R---- --------- IE[ ------ 12 14.0 TEXTURED CEMENTITIOUS CMU(T°; RIGHT ELEVATION - A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Coverina 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 e•� N v e%a t� -.. o z d o w Aso Li =I o m u N C LA_ d A O i e d N Cc c C* Q Colic ry of CD a 1_ N C p W a E � e a �+ o` M 0 CV CV 0 rfe�r o r ;r Q ri.de1: To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N t� 0 r..010Dc �NO32 43 CM c J lJL W LL J LL a �_ t rn a Z cc z a.ro N ro O Wr9�piO' m k ILur)Z�=Z¢J N OU Z L) y W ❑❑ z z n ¢ S U) v1 z 1p � d ruLU o U 0 o J N ¢ E Eon Q E p U Sri zo oa c 0 Z3 t� LE Y f M Qy q R z u� J m � C z� Z J 3 y a 0 Zz $ too. T 0 3° aZ y w W cc o z �~ Mill0� O 'r 0 ° L O J > Lo rn E m c9 Liz Co Lr) T CV N Q � 8 a- W O LO LL 0 M Y 0 M O 04 Niz L T Q I- N r ui m CD r j d Z Z N E T c a. U Q p JOB NO: 23-04903 SCALE : AS NOTED SHEET NO. 2.1 12 5.01— - FIBEREGLASS SHINLGE INSTALLED - AS PER MANUFACTURER - 4' OFF RIDGE VENT '- SPECIFICATIONS�_- c c EXTERIOR CJ PLASTER ON FRAME 25-SH 25-SH 12 FLASHING 40 -- ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- ---- 35-SH 1----t-------------------------- L-J- FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER I (- SPECIFICATIONS 1 J `X J E T �� T EXTERIOR PLASTER ON FRAME 12 4.01- ----------ter TEXTURED CEMENTITIOUS r` FINISH ON CMU (TYP) 6068 SGD REAR ELEVATION — A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT J:...J. I v f ;:'� 12 ------------------------- CJ-----CJ 14.0 CJ CJ/WEEP -------------------------------------------------------------------- ------------------------------------------------- 1 ----1--L-------1----------------------------------------------------L------------------------------------------I---F TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION — A 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, 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 e•� o C" o o� L­o Cry �U� y A C Ch fV C N d O CO Q CV X a- 01 m dr�a � 3 � H Qa � E �o a� w CM C14 O N N 0 o w !c n c' To the best of the Engineers knowledge, information and bell ef, 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. c8 v N Ch 1II N 0 LL � LJL U. LL a Z a W N �_ 05 m Z d J /w C14 Ch N OU Z y W ❑❑ 0 A :aN to z � U)Ln z a LO vQD a wo p 13 ® z U Q 7 EO O pp R O ro <= wf ) u' {{�J o& ZJ 8 ¢ ^ 3 Sam o Flo 5. a= 3 'L O rn M t.M Ln T CV i3' O° N CL U) m' a-0 O LO �i O Y M CO p m LO Q N r �— TN. N n E Li) � z° Z E T— c E y c _ a) JOB NO: 23-04903 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with LIL 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 LIL 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 LIL 2034, standard for single and multiple station CO alarms or LIL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would Include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.WEATHERPROOF DUPLEX OUTLET P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT -TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ® RECESSED LIGHT FIXTURE 4-P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE 16) 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) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 1]M ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C. J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Y J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER #14 to lights & outlets NEMA 1 #12 to appliances and GFI 150 AMP/ 200 AMP #10 to WH #& to Range 10 #& t0 H VAC _LT R 150=2/0 200=470 in 2" Conduit 200 amp 150 amp UNDERGROUND i nn ct SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVE NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— ---- LANAI----L1 I /� > I I �\ I V I GFI I c - SRKFST. LIGHT AS_PER SPECS rI 5- " GF EX I I GFIG FI _ • II I I - - I: o IIGF I ` � I I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS- AC PAD WP GFI DISC. DINING LO LIGHT AS PER SPECS U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" 0 • PENDANT LIGHT PER SPECS GREAT RM ROUGH -IN U.C.OUTLET FOR OPT. FAN/LIGHT SWITCH FOR 1 OPT. CLG. FAN/ I DISPOSAL LIGHT PRE -WIRE a � CH U,•� X4 �.:��, - GFI # , , • r. ,w Q / v — GARAGE LIGHT AS v PER SPECS � W / � W ,.,GARAG E GARAGE--&/ DOOR GFI --------- --- I I I IRRIGATION GFI I I a I @ 44" A.F.F. j I 1 I • I I I I � I -----------------------------� COACH LIGHTS OR PREWIRE AS PER SPECS II �' GFI ENTRY --------------------� I I I I I I I I I I I I I � I I I I I I� �I I ALT I j I AC PAD I j VP _ of a 7 OWNER'S WP ===� SUITE :��_OPT. O. 'BAT'H�`` .� OPT. CLG. FAN/ LIGHT PRE -WIRE �------ WIC �\ � I I RECEPT. FOR (':-- 1 ALARM SYSTEM LL S.D. 0 / OPT. CLG. FAN/ �- LIGHT PRE -WIRE BSA 2 PROVIDE PHONE / CABLE I AND OUTLET AT TECH BEDROOM 4 CENTER S.D. / /---------- 3 4 ~ I 0 iLc HAU W GFI @ I--------- 44" A.F.F. I \ H A\Ff Ind W S.D. I � I OPT. CLG. FAN I LIGHT PRE -WIRE BEDROOM 3 I1 I OPT. CLG. FAN/ LIGHT PRE -WARE BEDROOM 2 I � I I I I I I I I I I I I I I I I L------------------------------------ J 1.5" VTR 3" VTR_ ij1_ III I �I I I I I I I I I r� 3" VTR III I � I I I I I I I I 1 7n I t R PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN SCALE: %4'=V-0" !r! N N a a C lC V N ►+ Q_ y !9 O W d O J a-r m c L 3 � N) G = I; 4o O d to M O fV LO r-- -_ = F' 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 N $ R 8 N 8 N r to Co c. LL a rncoi dyl a r a M tL Z OI a8 0 o n o ` `" d O) W Z LLM LLW 05 Qj Z 2 Z 8 3: N O U ❑❑❑ W z z L_ �Q) cn, U `�. I 0 w N Iz ice— rh' c q M w J E q 0 aP > z® a� too Z ¢04 p0.4 a Wly d ro Vi ` W p b < p .0 � x Z A �LL �r M if O 4 V °O = �U-) J 0 v, i Ln (� Ln r CV $ N J (n o N Lin oILL co N O m N L0 r < r l5 T� LO CEO CV LO 0 Z Z E T to d J Q J JOB NO: 23-04903 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPACE 60 SQ. FT. o ti N 4,Q 4:12 SLOPE 4:12 SLOPE I • �r A, 4'-0" OFF RIDGE VENT 5:12 SLOPE ZONE-3 ATTIC SPACE 1071 SQ. FT. le 5:12 SLOPE Cr W a 0 in N in Lu a 5:12 SLOPE Q O W ZONE-1 ATTIC SPACE I I 97 SQ. FT. N T ATTIC VENTILATION CALCULATIONS REQUIRED 1/300 Rule - A UPPER VENTILATION Ridge Off-Ridm.9 ATTIC VENTILATION 1/150 Rule PROVIDED (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 (Zone 1) 0.0 Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper -- - - - - -- 9.0 1.0 Floor 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 —A SCALE: Y4"=1'-0" G C W Z o =t- o 1 C L X r C 66- d N O G7 N d O 1 Q � N Y N O"_ d G a 3: cc is m W a CD A O CD Aa E O 0 M CV O C14 1 N O a LO 1. r, „ `I .,,j;,,_`, i •.-.`,.; yeti 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 a g �8 c�� IA ycN'> v " " C J ILL LLS W a Z io c� r S 5 N °) Zo m w Z LO Cli Z ¢ k ILW a N dU W ❑ ❑ C9 z gQN� d /� {M{pp I t . z O LL � 1 ' CA W cc 0 W V) Ln J \ `L' Q see o U- s zo � > > E o z F- U Qo �a&z ZEE cn r`o <g 2 mo Z5� m (]) N � Q d5 �z WC>�W �a �k � �IcC41> w` �_ O J > LO 0 0 Vm 0 L0 � N a LC) N Q j m LO �--+ o O Y N N LY] O LO r Q N T E c LO Cfl to Z m Z iri E i r0 a v -j a o JOB NO: 23-04903 SCALE : AS NOTED SHEET NO. 4 , CONTINUOUS 25WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB�1#5 REINF. SEE FND. FOR 10'-0" 13'-4" UPPER 1/3 OF SLAB THICKNESS WHERE ' "° '�' QUANTITY 1'-8" 17 OR FIBERMESH SHOWN ON I•:" ' _' #5 X 25" X 25" CORNER 7 -4 REINF. SEE PLAN. FOUNDATION PLAN BAR ONE FOR EA. 1'-4" „ 1-4 " ��' HORIZ. REBAR, TYP. t „ „ „ „ „ , � w t, U.N.O. 2 -0 x 2 -0 x 1 -0 L 2 -0 x 2 -0 x 1-0 ""Alternate W/ (3) #5 s E.W. S3 W/ (3) #5 s E.W. cn The reinf. bars shall be TYP •, . cont. around corner by cold bending the bar w/ min. _ _ _ _ _ _ _ _ _ bar lap of 25". At S3 CONTROL JOINT DETAIL TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 2'-011 h,4„ 6•_8" t; ,.I 3'-10„ 5,_2„ F-8- o SCALE: 3/4" = 1'-0" I I -4" M I AC PAD • • is ■ I all Is ll a llI If ALT r— — — -----------------— — — — — — — — — — — — — — — — — — — Ill I I AC PAD I I I P OVID 1-1/2" RECESS TYP@ 11 I l I I F R SG DOOR. REFER S6 2 STORY HVAC CHASE L---== jBASED ON TO MASON'S SCOPE ILOCATION I FDRVVIETH �1 I 1 I III _o r o INDICATES FILLED CELL j j Cl) W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 I C.J. _ _ REBAR_VERT. ABOVE SLAB_. TYPICAL @ ALL PLACES 1 0? S6 I I SHOWN HOOKED FTG. I iv -NP• @ I DOWELS 17" EMBEDMENT I I 2 STORY fill, W/ 25" EXT. ABOVE SLAB I 1 o I"GRADE 40 STEEL"I ll � a III 11 I • 0 II ll � U.]' 0 a x II I ll LQ Z � I 1II W/2" MIN. 3000 PSI CONC. SI�/q�B I ; I I FOR HERNANDO COUNTY ONLYI `° M M 3Y2' MIN. 2500 PSI CONC. qLf B OVER I I C J 6 MIL VISQUEEN VAPOR BARRIER . ' I —2f-O " 2'- " 5'-3" 15'4" j I PLUMBING LINE TO 0'-0" ELEV. I I b SECOND FLOOR — ------J FIN CONC. SLAB/ 1 I Cl) ll I o 3'-0"x3'-0"x1'-01' o0 o I '-0"x2'-0"x1'-0" I W/ 4 #5 E.W. -r', 10'-71/2" W/ 3) #5 E.W. 14'-5" 1 1 O o I ih I I 7h 00 L--------------- —— — — — — — — I— ---— — — — — — — — — -- ---- — I -3 1/2' 4" STEP I r1 1 M 00 C DOWN I I S3 MIN. I -p„ K I S: (BUILDER TO PROVIDE IAPPLIANCE PROTECTION CL w WHEN REQUIRED PER FBC I� 0 U (n l9,-4„ 9,4„ I C.J. x I I o N I = I o A I 0 Z O i0 S3 I to to TY .@ j I 2'-6"x2'-6"x1'-0"I NO SINGLE W/ (3) #5 E.W. STORY I I lm IL ri X Z • 1 (2) #5 VERTI ALS O P I WAN FILLED ELL I O I A I U o HB i S3 I S3 I ----- ' M 16'-8" 18'-8" 25-0" 10+' , • I RECESS FOR FRT. DOOR I 'RO ADE 112" x 91/2" 1 a I I I 2", CD et ,r,s�,r�.�—' N 6'-4" N J �✓ o0 TYP. @ 2 STORY 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 TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FLR. L 0? S3 a, TYP. @ ENTRY } O OZ •�♦� NMI 0 in 3'-0"x5'-0"x1'-0" W/#5@8"O.0 E.W. cr Z O P O ,O FOUNDATION PLAN SCALE: Ya"=V-0" N N = 0 �+ -o W O L a� o �!' G lO m N ae c LA- N f0 G N y O 10 4 J N Y m E c w u cc 3 R �d d- �.y�w O N A ro o b CM 0 N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) W a O N v 0 d m Y �j �F-r-- �? § di Q M LL J LL '� LU Z 13 LLa- Lu � D r NCS i W N E °' W_ L °' m Ln C15 z K N O V = W z N 2 25 I� N v s f13 w � U O w $ (� 7DC� C) U c N c Y • N co w J cLA- N ray Z � Q E o lJ gg Fa 90 W® °a o E &Z ao mo N °LL m J aw WrA3 °�az ° W2 a0 II� CC ar c 0 0 > Lo O O) ca m L- L0 CO LO r" cV CL $ N Cr J a. (n 2 m N F— +-+ o �.i O LL C+r) m c� O 00 0 LO T Q N r E LO z m c _ E Go)ui •v ry a U - Q 0 c °i JOB NO: 23-04903 SCALE : AS NOTED SHEET NO. 5 TYP. @ CORNERS SIM. @ CONNECTIONS SIM. @ CONNECTIONS 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 VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e I 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -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: %e' EXP. 1 (%) or 1Y32" EXP. 1 (33li6) TILE: t%2" EXP. 1 (12/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Ys" 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. 2x BLOCKING @ 24" O.C. MIN. (2) STRAPS BLOCKING LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE I-- L////4" LOW ROOF TRUSS W/ RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. a=4ft GABLE ROOF > 20 TO 45 DEG. (4:12]-(12:12) 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END SECTION @ BUMP OUT SCALE: 3/4"=V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9-10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 5795 518" 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" 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 wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w/ IN E LUGT2 13100-M 4520-F 3100-M 3800-F w/(3 ) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME '71 PLYWOOD "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" FLOORING SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" ' MINIMUM 3" MEMBER �— FLOOR G.T. •' REACTIONS ARE FOR ROOF LOADS ONLY SEE PLAN `"' 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 (8) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (8) 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. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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 Fx CONT LEDGR� +��A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: Y4"=1'-0" O c N r d 'o � W : s o Z u cg O cc — CoCoN 1f a _ cc o N m .y E w 3 cc d A� ems•-� rs- w C E o ,!y a � 0 CM 0 N N 0 0 f. 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 $ �8 0 53 di 13 NN~O 32 �Mv J �u_a a Z�°' m z ILJW � 0 Q ZN O U U W ❑❑ z z z � � do t/1 z LL Cn W 0 N w Ln e_ flu L Q • r. Q N cy5 a cl� (p O � ffi 5 o O q 2 E U �U DU ❑ aa z i rZ i C z� z rb � ° > z W $ [/) pT o a z C d NLL r _ T o w <F wlw ;I0 ao x c'7 a � O� > L6 ca ca L_ LO Co LO T ^ = N a N Cr U) s g N ~ m o LO O U_ M M M C) m Ntd L E LO CD LO z = E T w mE c a U _j Q O JOB NO: 23-04903 SCALE : AS NOTED SHEET NO. 6.1 0(2)- TYP. @ HIP CORNERS 7 ------------------ I I I I I I I I Tva CY) TYP. U U I U.N.O. I I I I I I L------------------------------------ J co 3 U 7 U GINEERED ROO PER ASCE 7-16 ROOF DESIGN ALLOWABLE RSH ENCLADDING W NDFPRESSURES AND SUCTIONS FOR MEAN ROOFOHEIGHTS T 5 ft D 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 AREA ROOF 1 1 2e 2n 2r 3 3e 3r HIP -35.94 1 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2Y16) or'V32" EXP. 1 (3y8) TILE: 1%2" EXP. 1 ('/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 20 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 20 #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. [4:12]-[12:12] a=4ft 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" 1875 (1)PLY A (2) (2)META12 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 1 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 -1Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ 08) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" 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 1/2" HUS26 2035/3400 - 20 16d x 3-112" 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) "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" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET' EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F wLUGT2 3100-M 4520-F 3100-M 3800-F w/ ( ) INK & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)1 Od 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 (8) 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 02 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 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 FX COT LEDGER ��A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - A SCALE: N'=1'4' C f� 9a7 w r s o Z �bcox u. a '— .N N O O p7 Q ✓ N jC � as d N it o'� �o c E to 0 a � 0 M 0 N 1 0 .n 0 h 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 - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to E M N ?3 co, ie v zs 'J` rNi JLLU. 2 W S a Z `°�O7 t m � O W ogncc O7 W �. LLL � °i m Lu J 0 M Z Q N OU 0 W Z W 00 N Z z Q �ad 13 U) 0- V OLU w i Q 15i �E J I.L G z a � p E U H wLL i k z® na zo C �w m in M z J w 8 of O z W¢o T o� w z �3 cola C 10 a OU 7 .2 C) = �L J O LO CV LOa. ^ � $ U) -° m J N ~ +-+ p O LL � M � Y � M 0 m N LO E c U) 0 Z E T E �; c a U -1 Q p JOB NO: 23-04903 SCALE : AS NOTED SHEET NO. 6.2 7 W 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 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed 1_1360 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 . O Safe verticalload-Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID ' J 0 #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. iEmu= E I ! A i f O 8'-8" LL O 4'-6" LL 1 TrC UCJIIaIVHI IVIV #SREBAR MIN. AT TOP (1) REO'D ALTERNATE POWERS F = FILLED WITH GROUT /U=UNFILLED CLEAR STEEL LINTEL ° ° R = RECESSED .,., QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY G ` M.U. #5 REBAR AT TOP ° ° ° . MIN(1) REO'D /2" CLEAR 1-1C _ 7j== S 16- B/ 1 T Q J z c < GROUT •i• -- � QUANTITY OF tNOMINAL,° 5 REBAR AT = N N � s�i• ifl WIDTH #5 REBAR AT v BOTTOM OF uj w T-8" LL TOP LINTEL CAVITY U 0 r~n NOMINAL- ° -BOTTOM LAj o Li 0 HEIGHT REINFORCING ¢ C7 ¢ t 7-5/8"ACTUAL IN LL 8" NOMINAL WIDTH PNDEDED • O � � • 5 REBAR AT BOTTOM a (VARIES) g. t; o L R AS INDICATED MATERIALS cT1 prec tels = 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 manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 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 MIN. (E) 17'-4" LL O 9'-0" LL LINTEL PLAN SCALE: %4"=1'-O" c r P ' � W Z ono 92. `O m K uw C.- 1-4 SL d w w ¢� o Q y. W N a) Q7 a� 0 N N 0 oU'), i. To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Now Oi W � Ep Q 9 N 8 00 � C9 NNC� 4 (i M •d' W LL � LL d i4 srr' ZC �a W r�i�6jQi Z L I liL 0 m d J N M Z O� k 0 Z W ❑❑ Ur Z N M o Z Z o Q v rz � N U) o o C) ty ! �C N ( LU c) Q • C� M Y 01 rc z 4 w C cd E C O70 v zo LL yZ� <N Z rp� D �ao4 �dx 0o w� t ru wg °d a� mg Z � J�O ( W o g� wE 5� rnw t a 00 -b a 4Y (w(�� � O � >LO d' M to lid co Lo =' N TT N o U) m J N LO CY) O .0 C N O m N LO r a E C LO ca E r Z c a 3i U J Q 0 c C J JOB NO: 23-04903 SCALE : AS NOTED SHEET NO. 7 v 3 I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-8 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1, OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Xz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" 1 Xs' y4„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL 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) : 3 1/2" 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 R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.167'. 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7, CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL T F THE CONCRETE,SPACING AND ALIGNMENTA SE 0 RE 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.LS.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. Impation/spprinkler systems including all risers and splay heads shall not be installed within 1'-0 of the building side wall. 4. FBA-R R318.7- To, provide for inSg action for termite infestation, between wall covering and final earth grad 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 dilutipn. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore exterior Sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barriermust be install, d afterr construction is complete, including landscaping and irrigation. Any Sol disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13, FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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: 513 + 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%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 T ARE TO BE SYP #2 OR BETTER AND OR MICROLAM BEAMS, EC AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N � � o { d W Z $ c0 a•c- � u 00 cc t A d N as w y 5.Ca tt Co R cow d 9•5 G� d ,s ego v o- }- 0 M 0 N CV 0 a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Ian W v a 4 M E 8 V N � 0 `' (ENO Q C J ac LL LL W JLLLL Z -v 2M 0 CILN a a W -rn o 0 W ° L coJ Z N OU N W ❑❑ C4 z Q Q C� N U) N z 0 �T cfJ O to Of f6 �- w MIN 2M g °''... U) W -C Z } i U_ � `E wo o° >� z® y 9 ra EE mo �I 0o z � ro cu i (, qo gZ z ry Cf.1M C =�0 Z m v � aZ N w O V � W y 0)W of �� �o �L J C9 ^, L LO T' .-. n. 6 N $ N ca 0 LO o o co M m N LO T Q r N rt E E c /� (0 LO LO / Z z 3 y E T_ E � .� it U °� Q 0 JOB NO: 23-04903 SCALE : AS NOTED SHEET NO. SN •^gC UQ0 J THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1 /2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L I HOME H C G GARAGE SIDE O O 0 o.5'-0" < - STUB -OUT FOR 1'-0" o o GAS METER O o U O 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 2 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (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" or 5000s 1.8/1.7 wood panels panels Two 3/4" wood panels or 2 x — 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 2 x + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif 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 1/16 code for appropriate details in One 10d box kor--20 areas=20 of high sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" f 10d1 nails at 6" ac- Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p le (see table below) DO NOT cut, notch or drill flanges FILL CELLS STD. 900 HOOK r BOND BEAM w a STD. 90° CONT. #5 BAR T. #5 I HOOK BAR #5 CONT. FROM 71 NDATION TOUHIGHEST 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 J' SHEATHING PER PLAN CONNECTION y.✓� ,... ��- -j 1 � :=1, TJI TO BE CUT TO ALLOW } v FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR L Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2min. 2" max. 4' max. _ Web Stiffener Fastener Schedule I Joist Bearing Location L_ - _. I Series Depth End Intermediate l ® 9-1/2" 2-8d 2-8d 7l8' - BCI5000s 11- � 2-8d 3-8d Clinch nails -- - 14'' 2-8d 5-8d 2-8d 2-8d when � BC160CIOS 11-7/8"� 2-8d _ 3-8d Possible BCI 6500s®! 14" i 2-8d 5-8d _ J _\ V 16" 2-8d l 6-8d J 77 111-7/8" 1 2-8d 3-8d BCI60s®14 2-8d 5-8d Tight fit - 1 16" 2-88 6 11-7 3/ 16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. gCl 90s® �__ 14" 5-16d-�5-16d required when indicated or 4 max. 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* kIL7 When joists meet over wall, provide 1-1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — rl 6 A 1yi' ROUND HOLE MAY 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1Yi' ROUND IN CANTILEVERS. 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. 1Y" 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. SIMPS( w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) ' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / __Tyr -Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. \; '_ Install tight to top flange. r Joist hanger \ F; Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. gap All,� AF] Backer Block �11-i "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 x Joist o - /depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ • SEE PLAN FOR •. ° .. FOUNDATION INFO n. a' STEM FOUNDATION GRADE `A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ' • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION —12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION ° 4 PVC OR SCH40 SLEEVE PLUMBING LINE °Y 1 41 • ° , SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° 4 --- d - 4° n 4v L a _ T9 T - - r- SEE FND. PLN. SIZE & REINF. 0 Q a� f W o � o C cc v cV H o a N .L C da 31 ._tj GO � � C m y � N �- c E CV o a 0 fM 0 N 0 0 .0 0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W S N CS 6 gM C � 0 E ;Z - z E W W a IL rpN� P Z S 0 w 4 G z OU W 00 0 v z z z QJ N CD C11vv -J V O in co in inW —� w ® U W J U c RA w •� 0 t ti °z - w Z < 9 r7lE E p M U .o a o° a �5 za oa z H fD C, f ��w O ¢z U 8 O F- ���m� 8 w Z �� M� m C __� �xz& b a� �_ W 8 ¢ Z ao �W 8A �L6 J O m B m L L / CV T N ^ Q'^ LL Cr �J4-0 � 8 J O Lri O ILL M M O 00 N LO E m :3 L,() ca z° c a T Q ui a o c � JOB NO : 23-04903 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES 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 J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `e) MOISTURE BARRIER n�k R° SHINGLE ROOF, SHINGLES TO a ° ---- BE IN ACCORDANCE w/ ASTM �_ _ '" : • D7158-CLASS G or H or ASTM �I�I top W11 D3161-CLASS F, IN ° ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 8„Ti' ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-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 6" 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 Q TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C E _ � 1 ' L ° • 002 — °Q 6 MIL VAPOR I > _ - _ - z BARRIER ; p 1 2 u • • COMP. SOIL. T (COMPACTED TO 95%- MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O #5 REBAR TYP. ON TYP. �1'4' (1 STORY) STD. 90 HOOK (SEE U.N.O.CHAIRS . 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z M 7. LL11 . .. ,, 4" 00 _L SEE AlS3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)[) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 C I I GARAGE DEPTH VARIES 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 5 „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE "X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 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"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" -- IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" OIL (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"00' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.G.) 2"x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. -0'-3 1/2" 9 31/2" MIN. 31/2" MIN. _ \ A.F.F. O ° a -►— J_ - ° 1/2"(min.)-4" N r 1/2"(min.)-4„ 00 31 /2"(m n. 4' (2) #5 CONT. 411 B U.N.O. MIN. TYPICAL BEARING WALL STEP" SHEARWALL S3 "SHEAR WALL" SCALE: 3/4"=V-0" O`'�CJP 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" 0!C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 2x STUD No �N I Ili--,111:?II II 8 U.N.O. MIN. TYPICAL BEARING a • K`Cc� LOAD BEARING OR INSULATION PER FBC AND ENERGY \�/ ca�� 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) _ #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10 -0 (R302) 7/8.11" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR "J" „° rr rr r� , ° �� 5/8 x 10 J BOLT @ 24' 0/C W/ 2' X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS N '- 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH TYP. ASSUMED FINISHED ci PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR v ° n GRADE N n . o #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi .� a a M A D t. FINISH GRADE °O _z 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] r MONO OR STEMWALL � - , ° FOOTING MONO SHOWN 00 - LU � - a - FOR CLARITY 6 MIL VAPOR BARRIER e• ° - - - - - #5 REINFORCING BAR R 1 7/8" <- z ° — T T z #5 LAP SPLICE _ NOTE: • *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM 4" FRAME WALL TO C.M.U. WALL CONNECTION rD"� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" A A Id =v GRADE Q .a II II lit Ill _ _ _ (1) #5 REBAR w/ OPT. -I I P I I - I I I GRE�NENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' c O.H.D. RECESS E CV Cn =C CV •' : a M I . OP 14 4" T SEE A/S3 OR J/S6 -I I I I I " FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" P.T. 2x 1/2" GYP, BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-of, J CONT. BEAD SEALAI` INTERIOR A.a v -3 1/2" '... CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB A° a C — N— M 6 MIL VAPOR BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT = 6x6W1.4xW1.4 ' WWF OR FIBERMESH Cl, d' w 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0° S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" 8" 11411 OII (TYP.) o #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO = ° SEE PLAN FOR'N &LAYOUT DESIGN • TOP OF BEAM a SEE ROOF PLAN o0 c �7�_� a A coc (2) HTS20 FOR STRUCTURAL :- E 1,=rj a , BEAM SIZE & N a CONNECTION INFO PLATE 2x4 #2 SYP P.T. FRAMING w/7l6TE SEE A/S3/J/S6 ^�1- MIN 7/16" O.S.B. SHEATHING 8• O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ac o ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q � uw SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE a W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M Cn SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL '1 O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD E z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' w SIZE VARIES PER PLAN Cl) w/ MIN. (2) #5 VERTICALS oo z RAD FILLED SOLID (SEE PLAN FOR o W SIZE AND REINFORCEMENT) LU z � • w w co fp- a w W z BRICK PAVERS or SLAB PER O o z • • • • = z_ g 0'-0" FIN. FLR. COMMUNITY SPECS L` � w FOOTING v BEYOND ti , PAD REINFORCEMENT 3" MIN. CLEARANCE •.•y _•..• �' ' •• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH •• • '•• CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN SCALE: 3N'= 1'-0" SCALE: N.T.S. S3 t N No 0 ti � O W r` s Z o` o � � CC w y o �o -cm !V Y Ol y E = c cn Bic r A y QJ .Ga c E 2 v. j M N N O 0 A. 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 - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r» E o M 'I'm 5 NU d rn S 0 =� 2 j `e p3 Lo 4 Z v S 4 Cro J LL w u- LL 0- J _ c°�_ a L r0 jj W :3 WILD O W_ I. ��OiOj m w usN M Z 4 J = O U to 0 ❑ W ❑ z_ z z o v J z V)CD Co 03 L1J U Q) O w N Ly N W � R� Uo • Q Y N o w z$ z c l-'i- Cl zo oa p� >M � a8 Q E Fu V < = ZO I0AI K F- r0 10 a�w 00 Z w= C: U g z m Q! Jz Nal tl Qw CQ� A O Zq Uz W S 0 arrz � �¢ yLL =� K s =O a � 7 J < w zIa r 8- cai 3 so 2 rA �L J O rn 0 L- LO co Lo r 0< o N Cr4 a. N ~ O U- M CO O N L O E 4� CD Ln L z l0 Z N E r m E m a v ¢ o -j JOB NO: 23-04903 SCALE : AS NOTED SHEET NO. S3 (MONO) I M <o h >v -1 i N LO chi CM c 3 Q N N S. E 9 E c N N N LO 2 N 0 9 d z_ (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL 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 I'll: BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. 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" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK-0UT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 I . I I■■I � . • . Fill 1 IIIII 'II ■■Hi NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE . ad > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR i GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. , POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34' 10" 6 3/4" 31 /2" 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct 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 wvn r nnvr� W/MOUNTING ANGLE FOP a ;ARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1-4- 4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op Oiq U.N.O. SEE N/S4 F��NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C TYP) SEE ELEV. UPLIFT CONNECTOR (SEE (E 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 BARRIE SIMPSON SP2 wl (12)10d NAILS AT EACH STUD] \jam TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @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 i a 2x TOP PLATE g `n 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 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C.STUD . O.MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL—` W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. S4 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 . 08., SPLICE STAGGERED C, 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS T076PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. �VZ/8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING SECTION X P.T. SEE SECTION J/SS PLATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SP4 SIMPSON SIMPS01S RINTELS SP4 SP4 / L 0 SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON Sp1 SIMPSON RECESS SIMPSON �PSON SP4 LINTEL 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) G (9335# SPF) N. 8" DOXIED A.T.R. I&NUT OXIED A.T.R. I & 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 PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" Q.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. 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 D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. .o -o d -o > W ¢� o Z C.; cc .. gy=5-o �7 en o y d !( 2 N X oc 3 ` A c to Q a. Q C'M N O N N O 0 4' I.. .. ,- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F- E o $ $ 1 Lo d N pp .0 N N O M LL -J ww J U LL u a �. N d rX�Q W.2 W o M S co Z Z m w ao N 0 d I- ZOU N N W ❑❑ z FZ- J Cl '� N z C1 ULL J_ (n w a � 1� 'T` • 0 cn w f0 c �- N b 7 a tA_ cd E �a C. � ° r0 0° 3 oa 03 E 0< Z � � a c Z& za)m ��aw A3 ago 2 az W m� o,, xG T Z %0 0,1 M d LIw z55 _ $ 3 QO = �L6 J 0 °' M a L0 co Lo T ^ N o N Cr U) .2J m N o4-0 �i O LL -14 co N O m N U') T Q 04 ^ N T E c �„() CO Ln z Z E T c a v ¢ o JOB NO : 23-04903 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 Mom( 9e 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 ' 45°t / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "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 d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS [��1/2"' NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSI OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM i RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Od 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) �`SC SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE N. (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF �� o, W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS • AND 12" O.C. FIELD END TYP. TOP & 11 BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2 x 8 "J" BOLT @ 48" 0 C 2x4 "T' ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO I I SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " MOISTURE BARRIER 10d 3" 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, rT)i 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 M X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES `� c0 1 1 c0 1/ 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2X4 RAT RUN BRACING 1 1 2^ 1 12" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF JOINT w/ (3) ZZI BOTT. CHORD FOR 4 TRUSS SPANS 10dEACH & (@ TOE ATTACHED W/ 2 -16d NA EA NAILS @ EA. END AT EA. TRUSS JOINT �� (2) 2 x 4 LAMINATIONS W/ (1) ROW " �� (3) 2 x 4' LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THEK(2)2x4 BLOCKING @ 24"OF (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 R () ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5� 12" 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN SEE M/S5 ISH SCHEDULE iTTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP CROSS BRACING DETAIL ri GABLE END DETAIL('10 SCALE: N.T.S. S5 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4"LL O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL x @ 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) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" 8d @ 6-O/C UNSUPPORTED, 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"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" / SEE PLAN FOR TITEN TO CMU ;�.rrCONNECTION "T" 2x4 ON TOP OF PANELLBLOCKING, FASTEN WITH 2X4 BLOCKING W/'' .. 10dx3" @ 4" O/C (2)12d TOENAILS j_ —,, SECTION rg SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \- MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) s a 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/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 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6-0" 6-0" &GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xt 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) -STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. yGo � a LLJ 2 9c�f- Y CORNERJACK -� W Z x 0 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �INS I'El ! ll�lu I 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) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL 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)1 Od 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 W-10" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION r- G W �� •- ram.+ G G R_ O C A m 7N4 .. W 0. = ea Cc:., la: �+ -o Q ✓ N � 3=� d °' E •- c d V G 2! 3 is Y Cis CP } rz Q W N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. NAE IaCO Lo LL M yrNiv� '� J LL a q u- i Z a 4 �g- & W�pjO' m w LZin z< z N oo g 0 W ❑ ❑ 0 z z fl- u) — Z c.9 S LL � X C!1 U O w g IN c �V) in J O"> w r_ Z �o TN E o E r0 fo "< Z uo U z o E �_ It Cn �LL zno _. ab 2W W` o j f2 U') J Oc 120 L Ln co Lo T CL N N 00 V) - 1= LO IL. CO -X m M 0 m N � r Q 04 T_ E r- C LO Z M Z 7 E 1"- ` c a U J Q 0 J JOB NO: 23-04903 SCALE : AS NOTED SHEET NO. S5 Im 3 1 Uj Z2 ail A 1 0 I N M cV N ig 12 a M 0 i q) E 0 x 4 i 0 c 8 LLZ M O un 'o O 0 N N N LO 0 d z S ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 BAFFLE INSULATION PEf2- 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)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od 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 5 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM EROR N//;\'�, 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 c �a 34 •' o — M 111•••'��1 •111�1�1' 1.1.1'L II}�II 6x6 W1.4xW1.4 L �i� WWF OR FIBERMESH�� •' n •' • •' FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH) - ON FRAMING SHEET FOR 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 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. L,_w INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. Wl1#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 a- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE :INISH GRADE e0 "1��mjliL `—STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR r TTT ^T (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ,1 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)1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- 4t•�1 *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St 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 @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER rTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: ' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E 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 °Q SEE FRAMING WEEP SCREED 4 z T PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-O" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1063" @ 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"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 " " " 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; 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 u WEEP SCREED INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS('0 SCALE:1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR101 SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH + -, . d•' . CO . • , •. • - T l 8'� 1 -8" 8" CMIN.3" CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 8 15132" OSB �I EXPOSURE 1 SHEATHING �x IL I Fx PROVIDE II II BLOCKING AS REQUIRED PERLu D O SECTION X-X IF II II NOT FULL HEIGHT SHEET C II II 2 II III _�I _ IL G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I P _T I II F EXPOSUREI EXPO SHEATHING W II II II SOLID 2x U) III III II II III II IIII LOCKING " C SHEATHINGp EDGES (SEE IIIIIIIIIII OPENING SECTION X-X) C x I FoW III x E II II II 2x STUDS BEYOND . SEE PLAN II I IIII IIIII II II I II '--2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL tee" SPACING S 3l4"1/2S 1/2„ 7,r�--7,f•- " — r SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vcanr+r ' &�— SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 9" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANX", U) Z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z U. @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. p 0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL W LL C PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER OO uNj O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ri OF F Co - :3 OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w p O ~ MEMBER IF GABLE END -co LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 211x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1 /2" EACH SIDE 2x STUDS TYP. P.T, BOT. PLATE QxTF,4i FLOOR TRUSS / VMzi '4 i BEAM SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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 f WWF OR FIBERMESH r E 4- -4 04 • . z Cl) I I I_I I I_I I I_I I .. '..� • ' . III —I I I_I I I I I " • °a , • 1--1 I III-11 I , , , I I ---- IN L�1�J 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 V 4' (1) (2 1 2 (1) LSTA30 4'4 (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. FINISH GRADE 1- ;rl III„ Qr � (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. N � r a� o Zci % .. c-12 y m t.i a. - y !V L H to W N Q = CU drte y > a� o a a 3 ; ` ip y ea a _ C iv a � 'ago c � � o a � CM No N N C oU'> 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 - Resldential 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 � 8 �8 N N m ,R 4) .0 Lo 0 � �i n y0 N1�-r-��Q ari CNY V 22S M LL � U LL S LL C a 4 W �CN,m °' W_ T W w LO MZ d G LL aN V Z (n W DID z � z � z � � a N (nv) CD CD0 41 LL M LU .0 O 0,1,E Ln C61 „ YZv) U U E t $ 2 d °� �0 • V o c U) Y O N �0w y. � z J U_ E Eo =6 ,M of a U �" Z• o� &� U z F H �g m Z c'n v C QJ x z g U �w W T �oC aLL �a j Ule i c) > LO O a� M C7 L Co T a N S N Q 0' CN L0 \-/ O LL co Y `° coCfl 0 m o. L0 T < ^ 4 T E CD � j 7 L '^ / o Z C V) E T ? c a U ¢ p JOB NO : 23-04903 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTCH'_ INTO STRINGER D -2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILSY-AE FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON LX8 `f2SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" FLOOR JOIST SYP 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR / LSC EACH STRINGER I — f A ALIGN THIS STUD WITH r FACE OF 2ND RISER i / I —�2x SYP CUT TO FIT I I BEARS IN WALL I -- 2x12 SYP BEARS IN WALL I I '--2x6 SYP / 1 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP / AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ NAILS)d x 1 1/2" / 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F 2x12 SYP STRINGER —3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER oo 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER 2x4 DRAFT RISER AND TREAD STOP ,,,�-2x13 SYP NO TOUCH ALL STOP MUST STRINGERS T/ _44x4 BLOCKING FOR 2x12 i� I 2x4 PT UNDER 2x12 C I I ROVIDE MOISTURE / \ PROTECTION LAACH ALL COMPONENTS / STAIR TO CONC. W/ J" XTAPCONS @ MAX. 32" O.C. \-ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / SECTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING '- GA TOP OF ' \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP ' MUST NOT TOUCH I 2x SYP CUT TO FIT I STRINGERS BEARS IN WALL I I 2x12 SYP BEAR IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN \ _ WALL 2x6 SYP I STRINGER / \ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP / \ (SIMPSON MTS12 w/ / BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER NAILED TO SUPPORT (14) 10d x 1 1/2" / AND NAILED TO FLOOR WITH GLU W/ SIMPSON H3 — / / AT STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUT---i AT STRINGER CONTACT POINTS .1 SCALE: 1" = 1'-0" f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LALUED AND NAILED TO STRINGER \ .KOR DRYWALL SPACING ___1 H SECTION VIEW "E" /1 SECTION VIEW SCALE: 1" = 1'-0" -3/4 PLYV ON DECI —2x8 SY AND N, FRAMII 2x4 DRAF STOP 2x4 BLOC C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACTOR \ /V F] (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. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'-0" NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE 4TO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES JOINT -TO )ISTS) H 11/ 2X STRINAR 2X BLLOCKING PSON MTSJ2 w/ ' 10d x 1 1/2" AILS \34D OR 346 2X BLOCKING RISK / VARIE ECTION VIEW "H" SCALE: 1" = 1'4" 40 % � c o � o --�mx y is o � dog d E c CD o = a s o p a+ ry Vim. a c f0 ,7 a� CM 0 N N 0 0 s•'� ..c'i.. To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E -, 8 a N 53 (0 S N O y Uy C J LL' W � Lt o — 0— a (le W $ 0, cp O m W C�p�pjO' Z N Z d CL (V 9 U Z W ❑ N z z� z N - tll � .8 LL Cz N � V W � U � 0_0 V w 2 R3 '- U � � ® W r V I U � Q Q— W see Z w i � O `o U O rLM QE ro i Y ;g pa W ¢ §a z �E3. �i °rig g CD I� wz �� n3 N C a UY z z 8 Ow WCn m� LLff U 1w �C) > LO J Q m rn m 0 Liz co Lo T N °o N m' �../ a--� U_ O N O E n .a Ln cD U z° N c N E T— B «� c d U Q p JOB NO : 23-04903 SCALE: AS NOTED SHEET NO. ST C W I 0 Cr LO 14 41 N N 0 a N N a 9 9 3 a 0 ti N 0 04 0 a N N N La ;' rs d z 8 1/4" MAX SOLID BLKG, AT TOP BTWN. ARCH BLKG. & BUCK —� DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. r 1x4 P.T. 1x4 C 1 X 4 I.._ FURRING 3-1/4" LONG X 3/16"O ❑ L FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1 x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 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" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSt 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 45n DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS 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 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" ► SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K. T-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS ,LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ----2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8e 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 REBj (TYR) STD. 90' HOOK (1 VIL Ell +Jrn NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 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"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD / SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS / NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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. ` ' -`: " 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 NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. '4' MAX SEE PLA 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" ► k► n ,►e GRADE CcV e M p c z C14 •► e. � e ► (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 ♦♦♦ 1♦ lR ♦♦♦ YP.) ♦♦ ♦♦ THE ♦♦♦ :S ♦♦ 0♦ #5 REBAR (TYP,) ♦1♦ 1♦ ♦ 1♦ 1 1♦ 0D. 90° HOOK (TYP.) 1♦ FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN Cl= dV1TC 4 r1M ^IA/ 2x SUB FASCIA ALUM DRIP EDGE BRIG WALL TYPE —�-- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW I �-- CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" 2x °VARyq * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. + + 4FNOTy (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS 'RUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION ' yv FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS 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: 1, - r CFF CNFFT n) Akin L z O 2 U_ 0 W U a B @ FIRST COURSE ♦♦ 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD -ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED --2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a r FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ." OVERHAN , .,:A . RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. '-011 15'-0" • .' #5 BAR I- ►. a ► P D. 10" • • CENTERED W/ ►.:••.� IN TOP o ► KNOCKOUT/ N • CHAIR BLOCK Ilk 01 MONO FOOTING -J ► e ►• SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► •• • DIRT b z •. STANDARD o 9C HOOK N #5 BAR IN FILLED CELL, . , �s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC" ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" 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 t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. ,l N N ti .� o 2—'co o •6 --► > W -20 « c CL o C 10 CAN �-omrc N O r N N a Q y N Y ) u o N s:.r r= A 0 a w M N O N N 0 ri 0 r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a a S CS -.$ �� �, =,ZI?Sc di .9 aj n - ' 2s tl C J L L 2 u_ W 13 u- SS a a 'e _ — I W M 1- � °i W Z IL co m w co n Z Q _ 6Cn 6 W z C4 z � z a a N z o Ll ra O u., 8 N c ,�', r— win xro8 U .Q _IQ �`Ir-e- N a z M � U_ LL E E z sos a U a� M ¢" ;°wO o OQ Wz ,a � �CD oC o� z }_ m Qi J =U= N O 4 w �z - g Cn ¢m ggo az W T 0 NW a� �5 �_ C.,Iq �C) 'LO J O c� L0 (� Lo r CV o. N 0 a. W m J N 4-00 Ln �..i a..+ 0 LL M Y M p 0) m Ln T a 04 N E 41 C Ln co z M 7 T— N 12 C C a.0 E _j Qj Q p c JOB NO : 23-04903 SCALE : AS NOTED SHEET NO. SS �� �ii� IIII�JIb ;t 1 , / , CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. 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 ♦./ c,-IV4 `W LI-"�V11 11\VVV ♦.LV 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 i3 101 PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. , A ----/--WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE --.—� z - �� V-4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" ------�---- - * . a W 4" z U • PORCH SLAB SEE a N FOUNDATION PLAN W � Z (2) #5's CONT. T&B W/ #3 STIRRUPS AT �, z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 11-411 SEE PLAN LARGE STEP DOWN V SCALE: N.T.S. 3 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 G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION 4" PORCH SLAB SEE K FOUNDATION PLAN J USSES HIP C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. SEE PLAN V-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE _ N z ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN r1l REQUIRED INFO 1 I MASONRY KNEE WALL MAX 3 = 1 1 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 j z 0 Q w J W W w fn 1 1 w/(1)#5CON 1 I REQ'D @ MID 1 1 �T---J- ------- I�I j---- 1 11 1 1 1 1 1 1 1 1 1 T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED Ak 1 1 MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY j j 1 1 - 8" ji SLAB PORCH SLAB SEE FOUNDATION PLAN LEVEL (2) #5's CONT T&B w/ - z CONTRACTOR TO INSTALL SEE CUT N MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER 1'-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLr16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"'� 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" CONTRACTOR TO INSTALL SEE CUT N MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER 1'-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLr16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"'� 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" ,SEE PLAN L. I SIMPSON HUC410 w/ (14) r � � � FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE I I I ROOF PLAN FOR MORE I I I I I I INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE I I i —7/16" OSB FLITCH PLATE I CONNECTION INFO --�� I I ___ ___ REQ'D ONLY WHEN — — I --) L__ I I INDICATED ON BM. _ ____J — SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON. BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR TOP OF REAM I I 'U I I _J SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. r MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 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 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" Y2' CDX PLYWOOD OR Y/s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS SEE PLAN FOR OP' STAIR INFO. I CONCRETE STAIR: FORMED & POUREI W/ (1) #5 EACH STET GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. SS/ — MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & S PT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2„ J-BOLT OR YZ TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT - __ x 4A X 4X e- �X x A < Ala A A ° MAIN HOUSE SLAB 4 4 A (2) #5's CONT. T&B A ° w/ #3 STIRRUPS AT 4 4'-0" WHEN DEPTH a EXCEEDS 30" a GARAGE MONO/ 21 N N 0 'W 'ts zo ly esd o 1 10 co Ewa cc o da-�= ea w u d c E S CM N 0 N 0 1 _.. ,. . n- To the best of the Engineers knowledge, Inforrnabon 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 VE a N N m S 0 V w o 1 o A, 0 .4 LL u LL a Z 2�O crn a4 I� � W %Nm J z1109,111 ° d = N OU W ❑❑ z: z z z Q — N M ^U^lLU ' 2 m �W L U a O w o V) N to .U) w ro L 83 L„ In T, Q a, JaI''1I� _1 z z M g � z s� �� ar VD o aLL Z® IT � �� z aE K v U z �R ara mME -& z �y�z N ti9 ?z � ZU a 1 3U WT 3 LL ' N'z CD¢ O r m Z F u< >g a 2 O = 0 ` J > Ln Orn c9 Lid Co Lf) T o N Q N 8 0' � m L() ~ O r� M .0 M O m N Lii T 4 r N T n LIDL z Z Q) T' a cc U � Q p JOB NO: 23-04903 SCALE: AS NOTED SHEET NO. D1 MI " �A 111�JJIU6 A- - � ., - 1, ----------------------------------------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN II � EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS-,, G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN 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 AO 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 �i"" �,•' ,., i,o• ire,,+ T P.1.2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. ' C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER D G a SEE PLAN o OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF j.' AT STEP DOWN LOCATION, MIN 7" EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B _I C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS LH 2 x 4 #2 SPF STUDS g G 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 g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. 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 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL 0 BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT IB SURFACE U 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR 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 : j%� & BOTT. CHORD AJS BLOCKING PANEL @ 24" =� O O.C. (MAX) AND @ EACHEND GABLE END RIM JOIST OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (- 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) 10d 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 0/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. 101 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS ' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 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. OR 2 PLY GIRDER RUSS. SEE PLAN FOR ONNECTION. ;EE PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) SEE PLAN FOR i 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 r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/ TFA�,2xQ TO M,N p PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS —� PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 3 TOP SPLICE �G JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @24"O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN 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 OUT! 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. 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION — SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION — SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I 1 BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO -�— SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW j (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. �;7 N tll- 0 J O W "- 0- N'MON L cc c E A o o_ 0 M a CV CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F Q E O M C di a f`N'1 0 M► LL u_ U_ 0 W a �C 0 oe W i�i�Q'Oi m IL Z J � N 0 Q Z N O U N W 00 N z � z a $ �4-J .0 A O w s ,N /�, v, � C. N co ~ co w ��.. c Id ee o w c') o ¢ d .J o w� �® on a �0 Q ZV o CID t a�� �g w i � c a ❑ m z rn ¢b Zz 4 U W J� M W d S La > Lo J O I Im 0 co Lo T IUD ^ Q'^ (T .. $ J ~ O M Y L M O 04 m N L0 r Q � r E Ln N Cfl 1j o z z E v; a a. v s ¢ o JOB NO: 23-04903 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 , 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED 6) TOOLED SEALANT r} -= 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 WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW )WIN•�OW )) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape s DO NO' BOTTO FLANGE ^' ^ 1D WEATHER ✓E BARRIER & tARILY SECURE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as oRstructions in each detail that corresponds to the numbered items in the list 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 11 ��[-loll\l J 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 SLOPE d ° ° ^ <7 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) 1 4 4SHING WEATHER RESISTIVE BARRIER S'S SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v 1 � 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E 4M SELF-ADHEF (D 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT J a z SELF -ADHERED FLASHING OUTSIDE CORNER Q W n co Q z Z Z a' CL Ix a, a- = W U LU W _ Cr W o to DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 :LF-ADHERED FLASHING TCH HERED FLASHING 2 I4 5 1 I I I I PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS - SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILU 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 THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing,Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexibleflash ing asn pp g� y gllfdhyg shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with R(BEFORE FOLDING, SCORE ELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and ADHESIVE ASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING �' 1.3 1.3. In accordance with other approved methods. INSIDE CORNER L11 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. FOUNDATION WEEP SCREED f-STRIP OF SAF 1-DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- - - - SELF FURRING (SF) LATH -• w - PLASTER ACCESSORY - - SHEATHING,'OSB', PLYWOOD, DENSGLASS :LL1\S\`1 I it 1 1I 1 p 1 11 - ail I ACKER ROD J FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N N c 0 r W o 7ui2: r�= , D co >< r �w G- VI 1p p N ! V L �y o co N C N O i Q d u 0 N n 'aT .= E o 0 13 N 0 fV O t[� 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a � Q E o �8 1 N O1 0o 4) C N m nNO a) m v M LL Q C -JLL LL W �LLa Z - o a L l0 � tpg W p 5 rem 0 ���� Z LLW m d °�,° M Z J JK N o cdi 0 N Z W ❑ ❑ 0 � z � z z Q � N CD CD 0 �- u- 5 LL 4-1 rp w a W, U -� O N YZN '01- L � 0 � w = M LJL z O E aE0 LJ � z Zo ❑ a l'- rt7 p .0 V ¢ U O U ¢ Z 1D � � 4 U 4 f0f a U1 � Z10 . Z � .I s ¢ b S Z >a0 J W ?- O� a a N W 1 31 v °I< In > Ln J O rn TO M LOT CV a N Q $ 0.. U) N *-0 (0 O Ln lie M L) M C:) °N° N it) T Q T E .0 Ln ^ cn Ln Z Mn Z E T Vt a��i ` c M v � ¢ o JOB NO : 23-04903 SCALE : AS NOTED SHEET NO. WP1 HURR/CANE Mounting Brackets 10 Gauge' 4-1/2' x 4-112' x 2-12" Back Cross Support (May be cut to UU) Ste Anchot Sdiedule Right Bracket (16 Gauge) bolts 1 /2" Dia. A325 Galv, iTYp,) p 0 # 14 Self-rhil ling Screws 10-s/81A e �( A/C UNt ttottom Edge e Hurricane Strap (Typirrl: 3 in front) Washers Front Cross Support Self-i.ocking Nuts (May be cut to W ) Left Bracket (16 Gauge) N 14 Self -Drilling Screws Thru Brackets & Bark Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) *.Ilk ulatAL1111 rnatlulatrm., arc rvanlair,l wIlh ra.L Iturzluntt-.Anr HI- litalowed seall Derfewtax aw4ilabtr I�lob tNtIMN An saw Still Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oil I ZM& 21 M.,,-,.... > :(::.,r5.r,,. . S .1h : L, '4J�N[�,n:.-q f 1 i � 1 �' y- . Y ) r N::4 %uVr {v 4 t l)4'I,J$ .� tt X(. .r�tM f +i$ ] .r, b W 4 7<,,ir".xr, / 4 L2 '( ;-' tY^ 4 'd'::.., ''ir yin'.• �... ,.� L `3, r)i., .. 'tX nA4. G?. i ..XI^""lk,y.,.r V r;.•. M'. � ^:;"'{,,.d i"i' k. ) d ``, 47•� i �,�; -er,1,.A w. r.v f 1 V f /ITT+.:•nii"4'�', ...a .-. v „!�(''_ hry -4 kk A'.i:�• )r!:.a;.., n.on.'�r,u.1fi,-�y;rrT+^¢1�n..^.1�,. j •, ^ ;.tl•:,..e v-.;. i.. J'",1:5:,...,")i ✓E ::n.. ._i ,....7i. r .M�e uv, .._. -.,,-- o. uC ., :, r w, .. .. ..• .-....,L`u.. .17f ._,, '� r��� r.� ....� tt ..�: t, �c' Y �.'i .r.1NF.`U:ir" .1 J: , 1:: . ."fF_.. ... ,: �': 1'L,. .raga Gatev a 20 pate Duetnnalm Batt 11igs yyygp Mwwfsldtlm Ccni"I endra.m6 Lbrra Vaidimik vawmfd Submitted FTC Aebroval Agg[glm9 )gig Af9mrtlon 2020 Bmen Venl Products, Inc. MchWGrh.m H-.F Ner"PE. Lockesworn PE 12MOM20 /2/1W020 122&'2020 Approved Category: Structural components (677) 441.8356 PE-73776 (534) 300.1800 aubCatogil Products introduced as a Res" of infocrnsdwntodn New Tiodneon Compllann Method Evskrbm Report from a Florida Registered lvchdact or a Licensed Flalos Professional Engineer lead Prwadmaer.ranmbrriYrila Product ,macaw, flual Asouranss Averovedfa use Approval in.HvKZ tin Outside H ue img M Eastbaa Qld.J Pre-ne 1 SmrtVent Model #•ISW510 Dual FuncBvr Flood 4 nd Veneaean Vent 12FJ12073 Ye9 Yin NM 11o0/-1D0 2 S-,tVent Made: #1540611 Duel Function Flood and VeMleeen Vend 12012023 Y. Yea N/A •100100 3 emadvrd Model#1540120 IF, sLA. led Flood Veal 12012023 Y. Yes N/A •10)20 4 -nV- W dela9540521 inaWlad Flood Vent 12012023 Y. Yes N/A •1001 5 3menVent MmMIX1540524 /B&quCl; Gripe Ow Flood Vent 12J3120n Yes Tas N/A NIA 6 SmeitVMt Mrsil#1540570 "lead War Insisted Fodd VMi 12872023 urea Yea NM •100F 100 7 arm event Madel#154D574 14.56quot Garage Dom Floes Veit i2/312023 Yes Yes N/A NIA Florida Department of Business & Professional Regulation page t iel Building Codes and Standards irormzl Product Approval Application Detail •_ w , �f.WOt.at gate IIet4 0,90.Hadke; !tea# i1lga vervain YAW" rasmlm9 fAaANtMA AGUM g RaBn Resvislon 2020 Drexel Metals, Inc. JibOn Shumate Zachary R. Pde4t Lack. BOWN P. F. 05,102020 o8/0arAm 00202020 10032020 Apxava0 Celaary; Rooting 002) 303.1511 PE-1/021 (3341300-1800 auDCsteaorY: Metal Reding nnumeaMdexnrl.com Complarce Method Evaluation Report from a Flakier Reglstaret Archtecl ors Licensed Florida Prdei.I.r Engineer FLr17aTa.Re Product. Il a Prod"t 1$odr. NMMer r Nam. JProduct Description Ou&YAr wA, Aoorowd 1, Use Apnru-dsir [tiered e%Mnrl4n ere In Whiz Uss Impact poswi 1 9292M Pressure 1 IXaxal Mnsl Roofip 9yelems DMC 1 WNS, OMC 15088, DMC 175M DMC 2008. 121312025 Yes No N/A oMao DMC 7V Florlde Department of Buillneres & Professlonal Regulation P.9.2d4 Building Codes and Standards Product Approval Application Detall �..�... �'h. A NL"'»� A 1'E n'. ')' '.Fk ,: r, .v '�'x'b � t�l �'Yd '.': (. 7 I�Y' 1 !:M4. r "?Flu �r' �i �^ .w 4 y„ �x� j:'. YuKr•tX.n�id .v�`,:'".n�kf.'•X....,:"qal..�..�-y...`w`..'_>K�A 1. ri,-s!�&.:.... ti..' H 4: i�r r4 � ......nl; r.-.:..�'Y!�.,L"t.1�Ri',"...L1 C. �t,•.. ,, ..... n;(. ..,...,;,n V - 1 f ,,,. r.. ,. .. n#:. .. ...., ....:.. .. . ,. ,.. ^. vn . ialtt btb as 2m 20 Dre Prnrrlo an nga ikslw Ataotllleal"M smoula raak,9.r,{p,uixwaa ysly{agg,us, xwdm ev ATDAear Ag Veal &" R.vlrlon 2020 thermal-Tru Corporation 8tave Jaapraa, Lyn don F. Scnmldt P. E. Ryan J. qng, PLC Clue5W21 12YJ1(2020 04/22202, 06062021 Approved Creasy: Extrief Doors I.00) 543-7825 PE-43409 I613178765b5 aubCMegolY: Swn9hg Exterior Door A9eeMMICS nie rpersonatherm rtru.c Compliance Method: Evaluation Repoli Iran a sin Florida Registered Ardinxl or e Licensed Florida Professional Engineer EktaY&aSBmau ordtnild ace Agalsedfrua AgQ-,edto, I%, imOA DWm asgJ! hwmkKaLbm ittod St Dmrk*Wn Ste[ In HVH2 QsdWd HVHi Ressir at lke,a.ae 1 e.ThemnrTru Flbar-CW%SC and 5m,aor-91er Normal Bahl ApJot lmpatl&g1Xx: Opaque 12r312026 No Yes Yes WA Composite Edge Fiberglass ends Dom inswing(Caun ing: X ddoggurron) 2 b. Th.-.Thu Pilir-GNasic ens Smooth-S., Nominal 86e39;e &qu&lmpad&qud: Op. qua 12n1a026 No Yes Yea WA Competitor Edge Friends... Single Door with Sr.ttr410ns wh9lOuteMng: XO. OX or OXO oonnguratlensl 3 c. Thermo-Tru Fiber -Classic and Smooth -Star Nominal OlUl a squat lmpecuquot. Opaque 12r312026 No Yea Yes WA Composite Edge Fiberglass Debbie Des with or Minqul Siddtea (hsw111910utvrr 9 XX m OXXO cdnn0uretima) FI _ 1 d Tha,ma-Tru br Cbsdt and Bmoom-Star Nominal 6M36A 6tard;Mrped6Wo1: Opaque 1 t2029 2/3 No Yea Y. V WA Co npoats Edge nberglaea sleds Door f haMn ewi :%CoilW rstirtl i8A g 5 e. Themra-Tru Flar-Cb4et and BmmM-filar NominalOM39;06qud;inps.dqud Opaque 17/312028 N0 urn Yee WA Canpo, to Edge Fiberg u" Single Dom wth Sidel4k (Ims inggMFWng; XO. OX a OXO dar,ourallmr) 6 f. Tbrome-T1u Faer-Cleasic and Smomh-Star Normal fill&gaa;lrrpad&qud Opaque 12J312026 No Ye4 Yaa WA Composite Edge Rbingle. Double Dom with a wth out aldetas (I-Ang/Outswing: XX o OXXO cmfipnri4nsi 7 a Thomro-7N Flbe-Clastic anti Emm111i-6rr Nominees 39;6 &mg d:kld&qud, Glared 171J12026 No Yaf Yea WA Coupon le Edge Fiberglass Single Dam nnanq OutsWlnp; X eallgurabon) e I. Theme-Tru Flber-Clesslc and SmgomSler N-me GA039A &yd:rrpad6grOh Glazed 12012026 No Yes Yes WA Cmlpoade Edge Fiberglass Single Dom with Sdn1W) ludireng/Od4Mrig: XO, OX or OXO dar8guraiiona) B I. Thermal For -Classic and 9ngdrh-Star Nominal 69030:8 &Wa:hlped&Wr Glazed Q612028 No Yes Yae WA Cmrpasite Edge Flbxgbss Double Dom with or wthaut goal'" (lowng/Outsong: XX a OXKO 40figurrlons) 10 I Themes-Tru Fiber-Clessk and Srgdn-9M NaNnd 66403803r&d,inalad6qum; Glued IZ3120211 No Yes Yes WA Coma lte Edge Flbergle9s 8rigle Door (nedng/0utswirg: X Carllilurs11on) 11 k. Therma-Tru Rber-CIall and Smdrh-sbr Narinal 860139O apot. rd6qudt; Glazed 12J312028 No Yea Yes WA Composite Edge Fib"" Single Door win Sdaltrs111mwinggdsMng: XO, OX m OXO mnrraurrimal 12 1 Th-4.Fibr•Clit-rod Smvolh-Mar Nmind$6430.0"Ot.liimpea6Wot Glazed 12012026 No Yes Yin WA Composts Edge Fibrgless Double Door with or with out adalkes (Inswing/Outsrn9: XX a OXXO CmDyurrlalal 13 m themes-Tu n6er-Clazsc and8rodh-Six N ' o+rne eae3a:e a: d d clawed 8qu rape &qu ,2 2R 026 No Yee Yaa WA Molded Open composts Edge Flbergle" Single Door rhawhgnOu ewlrg: X condoinebon) 14 n. Th. -Tru Fib.-Cbstic ono Nominal 66e32.0 &tua:rrpd&wol, Glazed i=i2026 No Yn yea WA Molded Open Composts gage Fiberglass Single Door with Glazed Melded Dom SldalNeie) (hvrngloul-Ima; X0, OX m OXO cmegurabmr) 15 0. Thoorbalnu Fiber-CM$rC and Smooth -Star Harmed 611,e39;8 8grd;hmpedde not ONasd 1213112026 No Yea Yea WA Moiled Open Composite, Edge Rbergleae Double Door Mlh r Mihoul Glazed Mal Open SidOMt (h6wing/ONAWIhg: XX r OXXO com laurrims) 16 p. Therm J. Fldest a .-Chnd S.-M-Star Nominal 64439:8 &q)d:kMee&qudt Opaque 12/312026 No V. Yes WA Composite Edge Fiberglas Single Door In MMdod Open adet0a(a) (Inewtnp)Odawing; XO, OX or OXO ""flpurtiom) 17 q. TheOna-Tru Flbor-Clara and Smooth-Srar Nominal 66039A dqud:hWdaqud: Opaque 121312M No Yea Yea WA Compares, Edge Fiberglass Double Doer with or wshouf Glazed added Opr Suisse. (h%ing/0u16Wlrg: XX of =0 configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail F.gel sit 1> 1 r v t I F I 7 J M Cd ) T sir 7.. '�. .. .. .. &.."yA IN, iY.R..,. o +.+-.. 1 J •) .. .,. rU-xv tit ... 11 _ .A _• .. , .. t �1• .. .. A,':::4 ,. .r. ,>1A S-'.a ), l- &7.• .Rt „. 22111^ party or state 2" Des pMYlaa Bee lYAa YMAI,, validated Bar YAlid&W FBCApprovMl Aaaa)m9 azfaa RMnon 2020 POT hdustrlaa J., Roaowoo Morn -Dods l)CCO -CER MamFDads 9CCO- VAL 11na12020 1021IM20 1124=20 APPdved Crsvery: Extea rpome (041)468.0100 (788015-2500 SubC9Mpry: Sliding Extrlm Door A44emble4 peeowaN®ppfhduameso Compliance Mnhoo: CemOaion IBM Or Listing Om FL#M14113 Products Durih Asslranea AarovalfalNe AngreenlJar Use b2Na 2" awgr Pmdu4t Moor MrreM r rain. Prorw 0-Aption corral exNrlon oath InWAZ out.ia tin Z "Pairs! Faera, B 9GD-5570(Usa r rge "ask - Wlyn aadng Ch. Doti OUt12021 Yes Yea Yn 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 Descrlption Approval Number(s) Test Pressures Expos Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461a1 +67.0/-67.0 psf 12/31/2026 ThermaTru 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 800018100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16)C7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED 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 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60r0/-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 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/3112024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NiA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 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 Roof) 151b Felt Underlayment FL12328 NIA 6/29(2023 Piyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 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 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels - FL15076.1 FL15076.2 NIA 1 /31/2023 2 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NiA 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 IFL2197.1 Ni 12/31/2024 MiTek Industries, Inc. Truss Plates - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/ 5/2024 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 we-+ N N Florida Department or Business& Professional Regulation Page1 r3 N (u to Building Codes and Standards 1252022 > (� av Product Approval Application Detail ; �% /2 e�.. 1 T„"'r?a'�AJd}E1,1;,+`.`i�e,. y. 1. ray ••VS 11.Nt""14_ m;'"r,.�i§Ala, li.,i: fi Y..,fS }a''°"ar Y'Y`riderlis.J"}113f4'E'VtA ?�"JV . r'�6kdr� �: V �f _.^': `C .-'; I-(r'u.`k., r_:: ri�^r �: ht r..il.)`, :.:.Y a,. ,•.}� �.i. o 2 ggyi Epl)pror jmjg lbti DauPentlina 1 -0a- Ln Veplop Manufacturer Go Engineer& ucensa validated OV Validated Submitted FSC Atmroval Awraved AMA U) ^` Revision 2020 Thames-Tru Corporation Slawtun .asperson Lyndon F. Scheidt. P.E. Ryan J. a, P.E. 07r2312020 07M22020 0rov 712W2020 101130020 Apped 6-0 V/ W Category: Exterior Doors (800) 843.7028 PE-43409 (813) 707.8656 aaar��Faatt Subcategory, SWnging Fxtan or Door Assembles, yarpersonothermatru.ad 5 ; ; CU Ch Complimee M&Mod: Ev iluscon Report from a m V ♦ V FIcr10a Registered Archt I or a Licensed Florida Professional Ergindeff Ftl7Da70-R9 Predudat 0 O • L (p4ialNN Aaeuranee poproved ter Use Aeerolbd Tar leas Min�ss C � O S f Produal MOtlel. Number or Name Product Deunonon Cdnhadt ExpirNb n Cosa in HVHZ Outside NVFQ _ sett_ rR P 1 a. Therms-Tru F,bm-Classic and Smooth -Star Nominal 0&N398 &quotlrnpact6quot Opaque 12J312022 Yes Yes Yes WA O C] CU ` mi Composite Edge Fiberglass Single Door (ln"N Oubwing; X cordiguration) 2 b,Therms-Tru Fiber -Classic and Smooth -Star Nonal8&#39:8&quotlmpacaquot: Opaque 12J3l/2)22 Yee Yes NY.. 0 Composite Edge Fiberglass Single Door with ty 'Cf ♦,�^ /^t�' E (� t^n� Sdelia(s) (InawinglOiJaw rig: XO, OX or OXO :- > W Cn W fk..i wnnguretlane) ♦eta O (%% ^ 3 c, Tharnla-Tru Fam-C:assic and Smooth -Star Nominal 68#so8 aquot;ImpactLit.ot Opaque I2/31I=22 Yes Yes Composite Edge Fiberglass Double Door with or without slemill" (Inewing/Oubirwng; XX or OXXO .G+ tN cronngumtions) "0 4 d. Therms -Tat F ber•Claseo and Smooth -Star Nominal B8a39;0 &gUOtlmpact&quot Opaque 12J312022 Yes Yea NIA Composite Edge Fiberglass Sing:e Door N A onsv:nglOWawing; X configuration) ermtie 5 e. Th.-Tru Fiber-Chs.. d Smooth-Sbr Nomina 18603010 aquotlmpidiLquat Opaque 12J312OW Yes Yes NIA Composes Edge Fiberglass Single Door with Q +� Sdelt r(s) (InawinglOut"rig; XO, OX or OXO ; G F configureAons) 6 f. Thefmr•TW Fiber -Classic and Smooth -Star NOmIna188aJ9,O 0quot,lmpad&quOl, Opaque 12012072 Yes Yes Y E Composite Edge Fiberglass Double Door with or > C2 without Sidelrlee (Ineaving/Oubim mg: XX or OXXO CP J cc configmstionq A ; 7 g. Therma.Tru Rbar•Claasic and Smooth -Star Nominal 6&xl SquatlmpedSquot, Glazed 12J3lr2022 Yes Yea Y WA Composite Edge Fiberglass Single Door (Inswiny0utswing; X configuration) - T 8 h. Therms-Tlv Fber Classic and &mwthSar Nominal 68#398 tigwtimpact6quot Glued 12/312022 Yea Yes Yes W p composite Edge Fiberglass Singh Door with p„ Sidelue(s) (IrswinWirti wing; X0. OX or OXO E configurations) O 9 1 Therms-Tru Fiber-Chssic and Smooth -Star Nominal U01*8 Squat; Impad&qud; Glazed 12/31=2 Yes Yes Yes WA v Composite Edge Fiberglass Double Door with or vAthout So911tea (IrwMnglOutewirg, XX or OXXO Q configurations) 10 I. Therms-Tru Fiber -Cheek and Smooth -Star Nominal 6&#*,0 Squd;Impad&quot Glazed I2J Ir= Yes Yes Yea WA Composite Edge Fiberglass Single Door (InsWng/Oufawmrg; X configurefion) 11 k. Thrma Tru Fleer-Class c and SnaolhSar Nominal 8&439.0 BquoClmpetX&quot; Glazed 12J312022 Yee Yea Yes WA Composite Edge Fiberglass Single Door Win Stlolte(s) (InewinglOutawing, XO, OX or OXO configurabome) 12 I. Thermo-Tru Fibs-CMasic and Smooth-Sar Nominal 8411N39;0 &quot lmpublquot Glued 12J3irw Yes Yes Yea WA Competitor Edge Fiberglass Double Door wth or without Sitha ilea (Ionic g/ounwirg; XX or OXXO configurations) 13 m Themu-Tru Fiber -Clasp and Broom -Star Nominal 6039. 06quat lmp2ddqu01, Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door vAm aquot,Non-Imped&quot; Sldel:te(s) (InreinWOutswirg; XO, CA or OXO configurations) 14 n. T7lrma-Tru Flbar-Clsesle anti Smcdbr•Sbr Nominal d&#VSJiquatimpedaquOt Opaque 12/31=2 Yee Yes Yes WA Composite Edge Fiberglass Double Door titian kquolAort-Impad&quot: Sdeldes(In,evingfDutaldng; OXXO configuration) 15 d. Thermo-Tru FberC:laeic and l3nooth-Star Nominal 8&#*,0 Squat Imssct&quol, Opaque 12/312022 Yes Yee Yes WA Compositte Edge Fiberglass Single Door vAth &qur;NorHlmp&at&qu.t; Sxlol*( (Inswing/Outonronp; XO, OX or OX%configurations) 10 p. Therma-Tru Fl bar-Clo"ic and Smooth•Ster Nominal 1110136,0 8qud,Impad6quot; Opaque 121312022 Yes Yea Yee WA Composite Edge Fiberglass Double Door vAh &qua;Non-Impaol&quot SICSIIaa (I naMng/OuIsW ng; OXXO configuration) 17 q. Therms-Tru F,br-Clasak and Smooth -San Nominal 6&e396 kqud:Non-Impad&quat Opaque 12/31/2022 Yee Yes No WA Comports Edge Fiberglass Single Door (Inswing/Oulswing; X configuration) 18 r TherrrsTru Fiber -Classic and Snooth•Ster Nominal 8&11 Squot.Non-Impre i8quot Opaque 12/3112= Yea Yes No WA Composite Edge Fiberglass Single Door with Siderlte(s) (IrrvAnglovarMng. XO. OX a OXO configurations) 19 s. TTrrma-Tru Fiber-Classe, and Smoot -Star Nominal B&d39,8 kquot.Non-Imps t3quot Opaque 12/312022 Yes Yea No WA Composite Edge Fiberglass Couple Door With off without StimRes (IrMwbg/Outowlrg; XX or OVID configurations) 20 t. TherrtM-Tru Fiber-Ch6sic and Smootli-Star Nominal 8&a39,0 kumNon-Impadkurot: Opaque 12/312022 Yes Yes No WA Comports Edge Fiberglass (Angle Door (Inemng/Outswing; X configuration) 21 u. Therm&-Tru Fiber.Classic and Smooth -Star Nominal 8&M.08,quotflon-Impectilquot Opaque 12/3172022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sdelits(s) (InawtngfOutwanto XO, OX as OXO worduratonsl 22 v.Therma-Tru Fiber-Classieand Smcn.%43tar Nominal 8&a39,0&quot;Non. Irrped&qu l; Opaque 12131/2022 Yea Yea No NIA Composite Edge Fibeirgass Double Owl Win or without Sbelites (blrwrglOuawlrlg; )0Xa OXXO wnflgurations) 23 w. Thomil ru Fiber -Classic and Snodoth-Star Nominal U098 8nquotNon-Inpad3quot; Glazed 12f3l/2022 Yes Yea No NIA Composite Edge Fiberglass Single Door (InswrigfOutsvving; X configuration) 24 x. Tharma-Tru Fiber -Classic and Smooth -Star Nominal 8&M.6 &quotNon-Inipad8quot Glazed 1213112(l22 Yes Yee No WA Composite Edge Flberyaes Single Door with Sdellil (Inev4nglOulsW ng; XO, OX or OXO configurations) 25 y. Them a-Tru Fibor-Gass)c and Smooth -Star Nominal 88a39:8 D,quotNon-Impactil quot Glued 1213l/2(122 Yes Yes No N/A Compoela Edge Flbrglau Double Door Win or Without SkdelKae (ba-Ing/OutevAng; XX or 0)0(0 wnfgureson t) 26 z. Therma.Tru Fiber-Clsssic and SnaoM..Sar Nominal Saom:o squatNon-Impoetaquot Glued I12022 Yes Yee NO WA Composts Edge Flbrgiass Sngis Doer (InswnrglOutswng, Xwnhguration) 27 za Thermo Tru Fiber -Cleric and 8rrlodh Ste, Nominal S&N39.0 &quotNon Irrpactaquot Glazed 12131/2022 Yes Year No WA Composite Edge Fibrglea s Single Door with Sdoliel (:nsWnglOul"rig; XO, OXa OXO configurations) 28 A, Therms-Tru Fber-Classic and SmoothShr Nominal 8W39;0 8quot Nion-Impapaquot Glued 12I312022 Yes Yes NO NIA Composite Edge Flberylaaa Double Door W thor without Sidelnea (Hrwingl0uhwing; )0( or OXXO wnrgurallons) Foride Department of Business & Professional Regulation Pepe l m2 Building Codes and Standards s Dr Product Approval Application Detail i .. itfl �, h � :� 1 ..� lF +, ? Y Y' ..,:nos �nr \ ...I l:� N 4-wrP�-1` N Ja -, 'CM1r1'r•H]i- a, � '4 `7`1 - �. /„ f , ... , .... n, �.an of �1 �.". �e ,- ;.A .�,. i..ti! f � }YT y„,pa .: r_. ... .r. _:?' .. Via. o.. - .. ,•. .. i��� ? .. _ n ,s. ,,.,x .., .a. �.r 5. ,6,". �... .., C'iw ( .<..._. ,a "l.,• r".;, ..c .»:� ,. ,.. S(4gt enter or silt Slit DK Pmd- on 111211, V-,- iS1011.aWOL >. iaaimall a YAUNOwj '. MARaw I AMbm= FBC A-,m aaau m9 Raam Reualan 2020 MI yAndd vs and Deals Brent attnngen Luis Roberto Lomas Seven M. UrIM. PE lomw 020 1O'062020 10na2020 12/152020 AMOned Category: Exterior Dotes 17171315-3300 PE-82514 (IrM 317-8454 &*Catopiy: 9ldng Exh rear Door Aesr"s bsmhgerQmNndsam Compliance Method EvaluoOm Repel tan a Floilde Roo -red Architect a a Limited Florida Prot ..wntl engineer Quarter Assurance Amrovedfr Us, Approval fa Din Me DA" praluU Modr. Manbr WilliamSom CoraSo:- +rwr Ion Dme In HvHE $ (Ady Hv z IlIWIMa t blur! 1 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGO OXO 1213112024 No Yea No NIA 140-314&quaWittluol; NOWREINFORCED 2 SG RIGS 420ALUMINUM✓GO SERIES 420ALUMINUMSOD OX. XO. XX 12/312024 No Yalu No NIA 98Myd;x80dqud; NON -"ENFORCED 3 seRIES 420ALUMINUM SGO REINFORCED BERIE,.2C ALUMINUM SGD REINFORCED OXO 12/312o24 No Yes No WA 14514&.qudxsmqud: 4 9ERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM$00 REINFORCED OX. 1WI2024 No Yes No NIA XO. XX966qudtX98&4uot 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCEDXXX IM12024 No Yea No WA 14311,gld:a08equd. Fonda Department of Business & Professional Regulatlon Pao., ere Building Codes and Standards IM2021 Product Approval A llcatlon Detail pPr pP ....,;•.: ..., ti1 "' 7 :.� t Y ,'. '.,r 4k P Py: FA 'l,;.u'^r4 1Y1 -' nS �' J/"1r#, sir Er4 .. �'?t 4.-.',• / it 'r K , 4)'�::v rwj F''1C ': �'r`+l. '+ ("`- } r 1 } 1. C 1 �. :b e'Y r',,((L,7. .� I' 1,d I1 ..r"Yd ;rk,k...,, n_.:d;'n. c.,w. a-i. .L..'r < ;r..,..,_a..;'_(...v...,..e!.. ;ttk ii Y.'h. ,,.F�.: ',,� 111 ^,r .. .:o .. 1'-s't, r. .. ... ..>, ,,,, ,,,,,,, ,, � ,. r,. y , ,,, 1. 1•�..:� .. �,r..: !a_. afJ.,r, ?f..u.• (,�N .,, .. t u , .._,. ,. .. n.,;:::,,, _. .s..-. .. .. fi. .>,JI , ......too ,,.. •.z•i.:..r> '., Sa01 ImlataL As,! Beta 210t9od0a lags 1 iaotast tDabeaer&LiiNinu Wleral Flr Vgl(dgog Ribmmrm FtaC Amroval Aagr¢Yed $adE R.Aelon 2020 Way-0.1 Cn, a division OfOvmhead Dour Dwayne K-10 Jphn E sceln Jig" P Arneson. P.E. I W12M20 09291202a lorM020 12A6/2020 AgMaNd Ca1XXatlan (330)763-6121 PE-51737 (904)$21-5200 Calepry: Exterior Dore dkomlaherwayne-daitm c $ubCrapoiy: Sadlanal Exterior Door Aserrtaies Ore Camphor Mrhw: Evaluation Report tram a Floods Registered Architect a It Uan6ed Florida Professional Emene e alga PlydOuet DeKrlalrn Aarovadrr Use AwratrW In HVHZ oaraama'S far IN, ismad IttIWMM gapyg lainMlrs 3 80DOMIDOM20Q 01105 Still Man wedd1. 14&a39. Max height tlezing 121310023 No Yes Yea -31.W35.DO available In top or inhmrdlete sedkin 10 800081008200#1123 166030. Max walla. 1411di3B: Wax haipM. Olaang 124112023 No Yes Yes +30.00/-33.50 available In top or Intenrrdiate section. 11 600M 1004200 $1124 10u09 Max width. 14 09T Max heght. G:aang 12/31/2023 No Yea Yea •34.40)-30.30 avaWe In top or intermedlet , swim. Florida Department of Business & Professional Regulation Pag.1 or 1 Building Codes and Standards 11N2021 Product Approval Application Detail wow, .d'�.. �, yy-r. r44�,'�`N NS R :.t a! i t.:tx•7 Lpw r.l pC l�' r- f,... u ,•r a:�7p '�'�:"4+':< t i.T rF --:, 41..3:4..4 .t :;;1..d 'fYi a,.rt:. ..,u,-. , ,c.-rV".^` _ S �0., .t: „ .. .?_� a •N�'`$ ',-Zg a ;-. >. i,t2r w.l.. N,G r, ...1_RR V ,Ps �h,,.v�'l'i 3- Y.,._ .nr, ,1. . .r >;: za .. > r ,i7,. Sa9t BrAkfA go bats gaa.eaaetn 90 mm ximm semolam 10gaUEAIIG a "I"Mu" )lalualII ia.11IL0311111 m f gAmvr hLa2nd S&I Revlson 2020 Cianee Llvmm of AADO. Inc. Tom Ratlsy UL LLC Troy Solrop. P.E. 12MOM20 12,O12020 1221202o Approved Cressy: Exterior Dears /sit 1494-2813 (954)947%. 9WCateow. Exterior Door Components tan rnayQeaeeablpy.co Compliance NOMO(t Carloiation Walk a Living In FlahllbnAl prooua s Qual Assurance ApproYadfr Us, Asaroved fa User )mead 12ttt11�1 seal Product 0,,Imon smlDtldil.Imu- a In MVKZ $IItIW.11M flubliml P-surs 1 80T, 707. 727, 747, 75T, 777, ens 847 8kgle end Peke d Flush. GN4ed, and Louvred crals and pairs or 17J312025 Yes Yea Yes N/A Doors hollow metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d2 ,p .. ... . yl rr .L, s.Jkk`, �Ay „�A �,d, .1. 1-. NLc v:. ,,, ,..w ,s.}.: v �,h-:it, / ... _n.:v)P,..xv. via ,Jrt,> (J'�Ile �ltbr.._ r�.r .. ;t'r o-- ^-Y.,.1 n a .✓,'r Code bet gr owl S dre not, panda [me 11m Va.- Manuffaggg6 E aleer A ucrre Vrlered 6 wallduw Rl9mleatl FRIC Aamroval Armern ll Ron Rewslan 2020 bill Windows and Doors arentaltlinger Arnricen Architectural StevenM Unch PE 11/1712D20 1IM712020 1127f2020 Approved Category: WiraOWa t71 T)365-3300 Menafectrrs Assadstlon it, 7)311.6454 $,&Category: Single Hong b.trngm®miwa oom Cempllarlea Mrlaad: C MtaBon MM a using 9 Astraval for lase Awrayse for usa wilea Dow - At" dwxAsalajm Comaaden Drs In HVHZ Wr& MIHZ prossun 195 SFf 52xR FlniflMge Frame I(a5G Single Hog w Lsml,aetad GI.. U) CD E Ate`) W W Z W CID L O L v O ates U CIO o0 O L w� W Z Z J Z Q J iZ SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Page a .4 9 Building Codes and Standards 10,022 Product Approval Application Detail 2991 ftAmf or 20 120 Diu Piandinal 2dit Version lileatilliSIM Coated Fhain� A, License Validated By yaligalifig AWWWW FRO A—M�l Approved am& R-kon 2OX T1kx�TnuCorpcka h Sts�* Jiterserson Lyndki F Schmidt P E Ry..j King P.E 101l 09018fml i0f`1130= 12JI 5*021 App"Od Gdargorf. Extarkor Dcxx* (800) 543-71320 PE-43400 (813) 7074655 SubCat"chnir SWilging Exterior Door Assemblies 9jaspersonothermatru.0c, Oldelliflarl Method: E-�alu*Wn Reportfrom, 9 Th Fiords Registered Architect or a Uormsed Flu ids FLE2d"l.R7 Proffeekkonat Engineer Products Aw product Moral number or Name Product Diddoreftion 21WIDLA11WZM Contract Fxplraftn Date ApproveallickrUset &&ZMXlgjgL2M In Hik"i Outside HVHZ logo Roshftnt Rit" PreMra 1 a. TherfroTru FiberCleassic and Smixoth-Star Nominal SivrX.111 Squot:Nott-Impace6clucit Opaque 1213112022 No yes NO NIA Composite E090 Fiberglass Sthalts Door (ItionlinglOuthill X configuration) 2 to Therms-Trut Flbw-Cl�l-- and Smooth-Sludir Nominal 6&MS Illiquo0on-Irnplectfuluot; Opaque 12/31112022 No Yes No NIA Cornposche Edge Filbarg Ins, Single Dow with ackiliter(s) (InsviiingtOutfiving, XD, OX or OXO onelligurldomli) 3 a Thiermal-Tru Fiber-Classio and Snkoolh�Stsr Nominal O&OM:O IsquotNon-ImpactiLquot. Opaque 1213112022 No Yes No NIA Fiberglass Compiltifte Edge Double Door Mahn or wthout Sidelitake (IrstivireifOutialing. XX or OXXO ocknifiguabons) 4 J. ThernwTni I'Aserr-Class. and Smooth-Suff Nominal 7&1*0 gfqLmkNon-inipad&quot; Opaque 1213112022 No Yes NO NJA r -omp000 Edge Fiberglass Single Dow (IrenmrVioutiamfg; X contlgut~) 5 a Therms, Tru Rbear-Clank and Smooth-Stfur Nominal ?&VO.0 fliqued;Non-Impactilluquot Opaque 121311= No yes, No NITA Composite Edge Fiberglass Single Door with Sidelaills) answrigiOutialift XO. OX or OXO configurations) 6 f Therms-Tru FlIber-Cleask and Smooth -Star Nominal 511,039;0&quatNon-Impactillquot, Opaque 12/3112022 No Y65 No NIA Composite Edge FlIkergliess Single Door 0—rig(Outswins X Configuration) 7 g. Thermal Fiber-Chwic, and Smigoth-Star Nominal BILAGOV&quotihon-Implectilquot. Opaque 12/31/2= No yes No NIA Composite Edge Fiberglass Single Door Ywth Sideldif(e) OnshrienglOuttivAng; XD, OX or OXO =rfe) 8 h Thentril Filbar-Claw. and Smooth -Star #N;O &quittl4on-ImpeactIlquot; Opaque 12131 No Yea No NIA Composite, Edge Fib"lom Double Dow With or Without SWelfts frahring/OutteAlrig: XX of OXXO wrifigurkellons) 9 Therms-Trut Fiber�C"s:,c and Smooth-Stat Nominal 0030:8 &quot%Nbn­I mpfketllsquo� Glued 12/311= No Yes No NIA Composite Edge Fiberglass Single Door OnswriolOutswing. X corkligonation) 10 Thsrrna�Trui Fiber-Cliantcard Smooth-9tor Nomhall 59=;8 &QuotNorl mpactIliquck Gill 12131t2022 No Yet No NIA Cornpoaft Edge Fiberglass Single Door With Sidelfe,$) til miniong/Outs;Mrig; XO OX a OXO configurations) 11 k Thbrrrrrkb�Tru Fiber -Classic and 8innolln-Star Nominal S&III &quotNon-mp;kz&quM, Glazed No Yes No NIA Composite Edge Fiberglass Double Door vieth of Wt-oA Slafeldes, (Indeiveng/Outsiming, XX or OAXO configurations) 12 1. Themna-T. Fibelf-Clatual and SmocdI�Stsr Nomirkal Ittill &quotNon­ImP;kd9quo� Glazed I213iQ= NO yes NO NA Consignee Edge Fiberglass Single Door r1reaviiingfOulaming; X ocknifiguraption) 13 m Nominal 7&#N:0&4ut,N.,mpaat&qc*, Glazed 12/31 r= NO Yes No NITA Composite Edge Filbarght" Single Door wth Sideldws) 0 trawrotiOutryAng: XO, OX a QXO 00"figurations) 14 n ThermeeTru Fillifer-Chank and Smocith-Shor Nominal slfs$39�0 &quatNo,l.pact&quot Glazed 12/3112022 No yes No MIA Composite Edge Fiberglass Single COOT QnshiiingfOubskirang; X coringuirldon) 13 o Themns,Tru Fibw-CW*sc and Smooth-Stsur Nominal 89030:0 &qucTtNo�jnrp**&qJct, Glued 12/31QM No yes No NIA Composite Edge Fiberglass Single Door Win Sidelito(s) (I rusitting'Ouraziling XO, OX a QXO willigurstions) is p, Thermli F-lbar.Cwnc and Smooth -Star Nominal 6&039;0&qu*t;NonlmpmctSquot, Glazed 121310022 Klo Yes NO NIA Composite Edge Fiberglass Double DOW Vidth or Without Sidefian (Insivoing/Oubmill XX or OXXO oonfigurOons) 17 q. ThermisTru Fiber.C*sojc and Smocith-Sher Nominal 06#30:8&ciuot:No�Imp*&Aquot. Opaque l2s3l=22 No Yes No NhA Composite Edge Mbtrglan Sinjis Door Wth Trairistorn(Inew 10uhsrig;OIXcandiguration) is Themll Fiber-Cknsic and Sirribirth-Stal Nominal 003076quot:11,lon-Impact6cluot, Opaque, 12J3112022 Nis Yet No NIA C—poket. Edge Fiberglass Single Doo—th Eldelifie(is) and Transorn OIXO 01OX or OfOX0 oormoummft) IQ 9, Therrinti-Tru, FbanClastic and Smooth -Stiff Nominal SVX;0 SquotNon-Impact9quot. Opaque 121311= No Y*5 NO NIA Composite Edge Fiberglass Single Door vAth SickWiW*) (I ... Arig/O.IsMing XO, OX OXO Continuous Hood and 911 whi Ohio 20 t Tharma.Trus PlIber.Claskile and Smon-Slar Nominal 8111013al) Sq Non-iff"44&qUot Opaque IV3112022 No Y" No NJA Composite Edge Fiberglass Single Dow mth SIgkkIW%) OneWnWoutewres; X0. OX or OXO Continuous Hishal and Sill configunabons) 21 u The�TruFlbw.Cla"ic2ndSmooth-Star Nominal SUSI Boluothlon-Imptiostiuct Glazed 1213IMM No Yale. No NIA Composer Eggs Feborg ism Single DOW Win ScIallike(s) OnsliulngfOUIOTAI XD, OX a OXO Continuous HwA and Sill Configurations) 22 Therrine-Tru Fber-Classio and Smooffi-Stitr Nominal S&#3O�0&qu0t.Non-ImpaoI8quot Glazed 1213112Ta No Yes No NJA Composite Edge Fiberglass Single Dow Mh Sideltak(s) QnsuilnglOutkhnftg� XO, OX or OXO Continuous Plead and Sit configurations) 23 w Theirmak-Tru Fiber-Clasak and Smooth -Star Nominal U#*,b Iltiquot,Non-ImpooAquot Opaque 121311=22 No Yes No NIA Composite Edge Fiberglass Door Panels inlith Vended Schkillal (InavArts"Oulawing XK XXX or XXXX ockinfiguratfiame) 24 x. Therms-Tru Fibehr-Clainkle and Smooth -Star Nominal 8903Q0 11clucithlon-Irroactilquot. Opaque 12f3l= No Yes, No NJA Composite Edge Fiberglass Door Pawls Ath Vormthad Scleflake(s) (IraluungtOvItivireng )M )O(X or X)O(X configuration.) 25 y. TwITY111.711.1 F bar.Cideatc, and Smooth�Sber Nominal SLqM;S Glazed 12f3l/2022 No Y" No WA Composite Edge Fiberglass Door Prinelf, VAth Vented Sidelike(s) itimsAingtOulawring: )0( )00( or XW 20 z. Thermal Fibil-Classic and Smoolh-Stifir Nominal 81141130 0 tiliquotNon -Impacc&quot Glazed 121311= No Yes No N/A Composite Edge Fiberglass Door PoneltvAth Veftd ScWW&) oneWrighOutiewing: XX XXX a XXXX confligurabords) 27 zis Thermet-Tru Ffbart-Clusio sand Smooth-Ster Nominal 86AK10.8 UtiotNon-Impactliquot Glieved 1213112022 No Y" No NIA Composite Edge Fiberglast Single Dow with 3V3Q0 Sicieflar(s) onsvilingfOubskiling: XO. QX a OXO configuration) 25 zb. 7herma-Tw Fiber -Dank and Smooth -Star Nominal 6&$T%);8 lIql4thion-Impecal%quot; Glazed 1213111'2022 No Yes No N/A Composite Edge Fibeg law Double Door with UJI Sidelfixes 0 ninnifrighOutiming; 0)0(0 oceft.fOrkon) 29 Thermal Fiber. Dank; and Smogth-Ster Nominal W39.0 aquotiNari-Irripullquot Glazed 1213112M No Y" NO NJA Composite Edge Fiberglass Single Door with 39030,0 Sidellat(s) (I itswrighOutheiing; XO, OX or OXO —luo"OnX. r= No Yes No NIA 30 zd. 7hismia-Tru Fibler-Claskil and Smooth -Star Nom 6 iliquotNon4mixectliquot. Glazed Composite Edge Fiberglass Double Door iieth 12/31 3M 0 Sideddle, inawnWOutal OXXO TkindlIguration) 31 ze Nominal 7&XS9;0 &quotNolimpaot&qLOC Shalimar 12131r2022 No yes No NIA Steress Composite Edge Glazed Fiberglass Single Door uvfth or -likithowt 1501W.2 Sidalits(o) Onowng/Outowing: X OX XO or OXD Configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail MP-9:11w, FL#6259-R31 2991 EntUY Or 2M 29ft 20 Status VOrsiOn Manufacturer Canto Engineer & Volidated Validated Submifted EWWng. ARproved Approved _N2p- Revision 2020 POLYG LASS USA liilaurj;�Alpel License John W 10,1`2612020 lQf2212020 FEIC 12115/2020 Category: Roofing S954233133OSrnalpertopc)lyglass.com Robert Niaminen Kruszonfich, PE A11111=91111 Su lbCallegory: PE-59160 (954) 772-6224 11101/2020 Undedayrrients, Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Fiords Professional EnginOOF FLA626"211 Products all&IILV AgWrSnt* mental II[Stirisdon AORMS910f In MZ UM AMM11111111OLUM §iiioEw— IMON ftesislat 21111111M Pressure AWA Product Iflockil Number at Now Product Descriglio ft I Polyglan Root Underlayments Roofing undedriments IM112= No Yes NIA -N/Al-M.5 1 Polyglaad; Root Underlayments (HVHZ) lacklyglase rod underlayments for use In FBC I 2=21=11 Yes No NIA NA Hill jurisdictions. 2 Polyglass Roof Uncleftymenft (non-HVi Pollyglass; hocir Urld#MMYML'rtl, for Us* in 12f2N= No Yes NIA -MAI-6n,5 FRO n.n­HVHZ judielfictlow. 1 Polyglass Root Undeftyrnents (HVHZ) at*" roof untairrhaymants, for use In FRO, IMMM jurisdictions. Yes No NIA IWA 2 Polyglast; Roof Undarlaynifferli (non-FIVI-ip P"Isiss red Urderlayments. Tor use In 12123r= No Yes NIA -NiAlf-M.0 FRO non-HVHZ jurlachodores. I Polyglass Roof Unde"ants; (HVHZ) Pollyglarre roor undarlayments for use In FBC1212N= Yes No NIA N/A HVHZ juriedictions. 2 Polyglass Roof Undeftlyments (non-HVHZ Polyglass roolundedlaymeni lot use In IM3/2023 No Yes NIA 41411AP=5 FaC non.HVHZ juriedicitions. 1 Polyglaid; Roof Undeflayments (HVPZ) Polyalfies rocif underlam ents; for use In FRO I 212Y= Yes No NIA NIA HVHZ jurisdictional. 2 Polyglass; Root Undeftyments; (tion-1-1111-M Polyglass rod undedayments, for use In 12(23=3 No yes NIA -N/Ar­=.5 FlilCilon-HVIHIZjurildictions. Fiords Department of Business & Professional Reagulaticin Building Codes and Standards Product Approval Application Detal I ftwzcf; 30=3 226 low= all am Din Pd- RAN Tfm Verskin Manufacturer cont"t &minw A uplinks VOOded lar, VMlfttdd 1Iubml11,d PIC Awr­M Appill ftet- Rewsaxr, 2020 MUM Inc. Erin 'Aftildim 10C Gv.luagw Striate. LLC ICC ".fl slinloa, 010=23 l7i2"22 0111TYM23 Appm-d C.L.Ow so�d—I carriporimil (952)86841635 LLC illubCdvocry-. Tru. Plad- invaldimilli—corn 1205) S99-11900 Costraillarkim Method: Evidualicen ROW from I FLM$74H§PradUab Product eitiluadon E-tft Product Model. ill-*, ax learn lencefulat CasecrIsidorl -,a, A-u- awtomaiK.Un 9RUEELLmuiwm2u a, AMMOCZAM HvHz outsicbRW2 wma R"hud 92" P—, 1 MIDAHS is ga high stmalith trust connector plate 1213112024 Y. Yts NiV, WA 2 MISSHS I$ isk super, h ten strength (ruts mmiector part 12131IM4 Y" Yale NIA NZA 3 kill is 10 gil. tmn connector lasts 17/31?2024 yes, Y. NfA NJA 4 WTI" 18 OIL high strenoth miss connector plate ivIlrMil Y" Yes NIA NIA 5 MT20HO 20 so high starge, t— comlecte, plate i2/31r,024 Y. Y. NIA NIA a TLIS MT14 la go, truirs comilwor plain 12131=24 Y" Yes NIA WA 7 TL204 M720 20 ga. WOO confed. 0.1. 12MI12024 Y. Yee, HIM WA Flondis Department of Business & Professional Regulation Pagel orl Building Cod" and Stsendards Product Approval Application Driftell -Affift— WOPRIP""15% 015 Ir 111'. ­ C1 j­.. - ' 1 ­1 , ' '11 P4''Lf"RT. V MR 1; M .411—M., go* fillifty or am am new Pmclw Mal TIM vwIon PGTIndustries Cated &Ucm vwimtfd IN Vdlddbd &Abrntted PSC Acatravell Aparovid mum Knkmatio ZD20 Jim. R..*.* do acco - CER Mklrd-Nd.B=-VAL 1IM12D20 IIAVu2023 111IM2020 APP10,04 cessinell Win (941)4W-0100 (786) 315-2590 Sul"Tege'r. 5.0. Hung Coupli�Ndhod: Coombm Men, ar Useng PLAN4128 OdUkA� Aonraved for thus houggELLffun kong 210M KwAlery Product Dwilption CoraadtWrailmDKI 111,111,111112 Oldeltb assistant Pressure 2 Well impact) wyl shot. Wng likifird- G?ra=s Yes Y., Yee NTA Fiords Department of Susiness & Professional Regulation per I art Building Codes and Stands Fds IMMI Product Approval Application Detail Florids Department of Business & Professional Regulation penlorl Building Codes and Standards IFJ=l Product Approval Application Detail 1�. 1�v g. 04 Via= mm. Pik, 20 an Dialf Pmd- nu zm ymmm xwwmm aubmm laaamima AMMM" mom RwOk", 2020 MI Wriclol and Docers Orem Shireger AmerIcen Architectural 81mm M. Well, PE lQC6r2O2O 101(ldn*20 10MOM20 Approved cinool waksm IT17) 363-3300 sketpulkicturairs Assockedion (TITl3IT-8454 OAC&t"ofy-. HortzorrAlSkider, b.Mhg.(*.Iwd— Cornpleencei Method: C*Ifta"on Mark or Liable fLaigni.maprodud2 Approlasclifor Use Approved for Use kom nwm Am InaffiLmisim f&MMKAmkdWMQU I, HVIKE 2WWdL= Aub= EMNIUM I HIS 166 Fill and Plane. Frial 7342 th.calkid Op. 02/18=24 No Yes No -W55 Florlda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P,w I ai 181=1 *.10M Gmk lately or 2" au 24LENWM am gab EW, 20 211A, 29LENNIM am Viaralcer, Nufwt,— Coated EFdn—&LJ— VAkLdd 1111, Whiffed &,bltd FIRC Acortned Aiderginvill like I= vorwor Mmmlactum CDxjzd Brairsdar4lkand, validated W V.Wdd Subernithild Fli A-­aI Assaroved Ed& Affirmation 2D20 PGT Industrial; 1-. R—�dd Mckint-Oked.11CCO-C6111 Milimi-Dd. 8=0 - VAL 11,06020 1105020 11MV2020 Appro*d Re-osion 2020 all Vlilndj� end Dears Grant afterger Lul. Is L-1, PE St..n fit UrIch, PG IOMM020 'INNInD20 10012020 120IN2020 Approoed Category! wil (941)408-0100 (786) 315-29N cangber White- (?17) 365-3300 PE-62544 (717) 317-6454 likitiCishigarr. Fixed donkliskilidiNdricludedes c likiticatelfory! MUM— bitillhilgithillmhed.orn Compliance Ndhod! Cwtilceow Mark Or using orn Compliance MMOM iVolUlton ROW tont a Moral. Ratildilned Archtlect we U—sed Florida FLAUAR Peferesicnal Engineer USA R�191Lrg. Ca.difi, Astaknews AMKMmdlgLuu Product capitalization corebuld Enlindlaricatt In HYNX AOLMadiago kWO9 22" Cutsid, HVHZ R..bdd le—ne PL&ISILM&Pradub 5 Mi Irnp�l Vinyl Mild! Vii 0413041025 Y_ Y_ Y_ N/A gud&AmEUM Austrosedlikertle, A=avbd IN Use lmm 211im am& ECIg..'Ma" au"fitsuat'lli &QAS12klggMM f&%WAxmkdwLaa W.= 2dgdL= Illikelthaked Prassame 2 5764 Vertical Aluminum Mullion 1201/2024 N. Y. Y.. WA Florida Department of Business Professional Reguiston Plealorl Floddle Departmerd of Business Professional Regulation Paoli Building Codes a nd Standards Building Codes and Standards Tom.= Product Approval Application Detail Product Approval Application Detall Left I1nMb, a um am Dote Pending so* or am xKgm IMSoaffAM� yalgim awwtm LWLANMLui at#- mm YNXM mRadvaum raw lizekaffAliefosia gwwdsgk WWI summm 1AGAgomad hkomm A" ft.�Aki 2D20 James Handle Ouddrig Products. Inc. Chad Darclis V. And,- Tim John Southard. P.E. 01106=i lVIV262111 oiloll ding FOC Appr, Fit"No", 2D20 Aillicks Nick Thompson 1Vnd.F'T%d'dkzPLF_ Ryan J King, P.E. 0211512021 02AUZ21 0202202021 wam2l APP—d cask"r. Panel Wallif (NO) 5454350 PE-81002 (M) 387-2529 canextyl Panel W.H. c330)922-2309 P6-43409 tB13) 1`51-65M "Cassell Still ched dienchaosmirillard lubCafteorr. Sd% thompacknowical.— Compliance Method Evellifethon Report from a a— Camphis— Method: livelustlarl Report Imen a Florida Regishered Architect ff a Licensed Flordle Fiords Reglid—dArchill orts U—sed Ft.rd. Reffie,,sonal Engirear Professorial Finentser ITILAIMISMIllineclud, Anstrovedstartis Approved ter Lbo kD"9 DNdn FLMS272.RS*�M, call Asw� Acerciered For U, Assuchaidtforthat hold 2tdw At" Product mom, Nmbw cer N� Product Coloradan cwdmtgxwmm2w In eVKZ out" tmu R4sbtmA Pressure Ski Firodyet Modek Warner or Wm linedicil Description cwt,.dgw*l--Wk in Hviez O-Md- Nsh"" lerskidef. 1 CamplankLepSidisig fb.--ht I.P.idg l2J31/2023 Yes Y. IVA N/A I *. flitua2twot Son Vent ck, Sold Vinyl &M I 2M 52023 No yo,. No NIA 2 Harceilshank UP ailing lb—camarl lapalking 12FAI2023 Yes Y. NIA NIA 2 b. 16caictAlkence, T4&nUot. acilift Vent � Sold VMV S" 12/31=3 No Y., No MIA 3 o. fitclusit0thkintirlAf vintage 14*0:1841(39� Soffit Vent or send very! sont 12131QO23 No Yes No N/A 4 d LcluctSMAquot, S&M V.1 or Salle Virry! Sam 121310023 No Ylk. No WA .. 1116cluctChartax Ok&qu.* Sat V.1 or Will Vinyl Gore 12131=3 No yes Na NJA I. Sq.ci Spimlisquix; Sold Vent cx� sadd Vvy! Wit i2t3l=$ No Yle. NO WA Florida Depastriert of Business Professional Regulation ftp I of I Florida Department of Business & Professional Reguistion Pass I f I Building Codes and Standards Building Codes and Standards Product Approval APPI1C Ation Detail Product Approval Application Detail 226 Kidder or 2d, 291 pd. pnd- ads Emkv a Rdt ROM Due letalkilm 2112111 vinscin M-1haturtar Contact lhowerALleanue Midd" ydigasilt tialgatialt FAC A-�,W Assacnard mm vervion filagallizalm Consul AMiNKAIM� VILMIRM xdww Nwomm Ewamanit AMIUM own RaWlikin 2020 TAMKO Bidding Products LLC KOM E4* RobartNiaml— John W. Knextrulch. PE 10,11011200 097V2020 10,112no2a 12115/211120 Approved situation 2020 L V, Thompor, Inc, coke Thompson Archifecturel Tony Christman Zsclary R Pr" Strinin 14 Mch. PE 09MYrX20 osmano2o OSZM020 12115M20 App-.d Category: Rocing (41?� 024-OBIA P&OD16111 (954) 772-6224 Mews Company (TANCO) 1613) 2411-3455 P9140V (?IT)317-9454 Subcategory. Undieltyrneft Crow. Roofing tonvocicind Toone— Complathdre Motho* Eyeastiort Report Ircrin a "Castellani: Roofing Accessories Met are an F1.41. R.V*.md Architect or. Ll--d Rrift Integral Pori ofthir Flel "am Carreallarin Method; evaluation ROW tam It Prefinietionsil Engine. Fiords Registered Architect me Limsed Florida FLMZII&U Products Professional Engineer Quaid, jackstraws awfamoiAL.Um AMLMMIIKIbk kill" camm t6coldLaugm 11111.1 Product Me&. Number Or NMMa Itratchked D�hgon Conferees l�.kdl- Dal. In H" oubdide, wm ft-dient lartessure guallitir Assfulance balffimaKku anlgnLELgu im RNM I TAMKO Root Underayinnandis (HVIC) Rodurichil"al for use in FOC HVIa 0"12023 Y. No NIA WA A" &R&ALQLNKWM ralmazakdwLga I. HwHE 2WWgLd= alwgm zmmn juructaxes. I = 1M1_wTcp�0_S`Rade`* !bOh"t with Salle for TOO 20 PAL al roorvodMia *M OaMe owmm Yet Y" NiA N/A 2 TAMKO Root Unclarlsyments(NON440C) Rcoli.i.ddartim-1, for us. . FOC h.44VN2 0612111120M No Yes, NIA WA 2 TAMCO GooseftsolVehat 20 pL 000MM No Yes NIA -0�52,0 judidations. 3 TAMCO Off-Rdlic Roof Vardwith Begs 20 ga. *she roalfcidlilor with integrated baft OSM12028 Yes Y. NIA WA 4 TANI Round Top Off -Ridge Vent with Barge for I'llis 20 N. state roadvedhator with balfte 09008/2020 Y" Yes, NIA WA Florida DO pailtrikent d Business Proffissalonal Reguilaflon site I aTI Florida Despartmeart of Business & Professional Regulation Page I cirs Building Codes and Standards 117=21 Building Codes and Standards 117=1 Product Approval Application Deriall Product Approval Application DOW Rn"Aft rials, mraw Do 20 ReLftwm =1111 Inhiv w am AMA 0.1. Note— no mm Yugo MKNMMM gum" Xamadik Yod" t= gttxrdtMd LVIAODMA AREMM ada MER& Versican Manuf�rw Contact Edn— & 1.1— VA!",cl W Ydwod &Anitd P2CA-,,W Ashatcresel so& R""i'lon 2020 Lamor. KWm J.Hey at, P 6, ea— N Una. PE I MY2020 il/23120120 1IM020 cling FIBC Appr. RVASM 2)20 Owl Robert; Anderson, Room LAPMG UnIfism R,,eduslabn Garyw.kifil 1 IM=20 iiloz*020 111p,512020 Appl Categol clooling (501) 983-611113 PE-31242 (717)317.8454 caltivaril Robins (8011) 380-001)1 SerActus LLC 1205)854-0160 subeciet"ge'r. clixising acniescress that a. com OulliCketegorr. slocringI'llake Robirkitindemeardilitionadoe Integral Pan crithis Rocefing "and Carmillikercs Mdhd! elsfidiflon ROW flon, . In Complain. NWh.d: Euix-tion Repart thernis Product Evaluation Ently Florida RegethereclArchilect a a Licersed Florldis Professional IMOIAW $LA7Ug4h2AiCk outlaw Assurance, Asafrovell the Ancronall 1, Use tma ROM EMIZK&mnoma Ala a tm.wmm Prialluild Masaratice, c&ltri�� ow- I, HVKZ OLd2kb HVHIZ ffigailaw P—, OLnEvAuwaiKo Awthaid for Use Aborcithad for Use Imead Illation ls any - �0. . wit, �lmy am.. Wit a E.010 Flat Poll. � Dan—, CC No Yes NIA WA allELgowimm GOWOSLINWOWIMQU In HVAZ 2W11gaS= EMW" Praleduse, Thatch A..p; Innotict Dilck-Ail DA4 Or 7PI-B..It Deck -Ai, DA-4 Lce, Prcifill, Polypropylene past., Roof Vent lV10,2025 No Y. No -97 5"7.5 1 T Saxony 800 - SM. Shake 6arnp: $00 Shake Flat PrdO - elocklon. CA 12131)2020 No Yes NIA WA Mechanically Attekhed to PWwd Dock 8 � Sakfany SM - Ski., Shake tamp; Sod Shake Fiat Profile - Risk., CA i2/31=0 N. Yes NIA WA D Saxony 100 - Shake $let* Items: Sod Shake Mat Prold. - Stockton, CA 12131*020 No Yn NIA NITA 21) 27 3= a - Shake set. Ail sod Shake T C.da f GO melons Fill[ Profits, - Flikii CA 12(3112021) Rgh Profit - Klity� TX 12131=20 No Yes N. Yes NfA NIA N/A IVA 25 Vill. Line Pros, - Ksty. TX 1213112020 No Y.. NIA WA Florida Department of Business& Professional Regulation page, I d 1 Florida Department of Business & Professional Repletion No 1 .11 Building Codes and Standards 1r2VA22 Building Codes and Standards Product Approval ApplIcation Divoll Product Approval Application Destall 926 Entitv cer 20 Date Pardino 2M C.90 ErM of Dal# likendre rw Version Manylactureir contact arginew 11, ucann Validated ft Yeliciltifted $Ubrnftd FOCApprOYMI Approved status I= Xffmw nambd= sod" Enchimer Is Llearres, vgmdaw ter fSC Approval Revision 2020 All American Shutters and Glass Mike Barbieri Frank L. Scannardo, RE Troy Bishop, P E. 101MINO 1011512020 11 /W2MO 12flVMD Approed Revision 2D2D Alone li Liei. ICC kviflualkill, Shavice, LLC Wells. M. Randal. PE 10/3i=20 I D)2=020 11462021) 1111) a rAZ APPnovecl Cattegicky, Shutters (561) 712-98(12 PE-0046549 (954) 947-MBO Cattegory.3-itunkil Compicrient. (321) 710�3377 (4071681-1917 SuIsCatil Storm Panels miketiCallamericarishuthe lubCt%Mm; I—$ Filed. sleitakilpireft—orn Compliance Method: Evial Lartion Repoin from a tsoom compliance, Mothild Evaluation Repart tom a Florida Registered AmIltbactora Lkweed Florida Procaud eWnflon Entity Prda*skow1 Engineer tgdg&UZMOAGM f-LIMYS04tbPfadijCft ailialk, Assunkno Awrairsall fail Use Ascarchnallarilliks 020 1)"- CluallyAnsumnm AskedrokeedfichrUse Aborcivadforl.186 rabbet Destion aw Product Modfl, NLWO*l or Mom Fineduct Description Conrad total" Dot In Hill OLgdcwfKw ftelleam Presume -%q a Productm9iliti, HuMOK-Hathe Product Dweription cQnvw Illealrerson In HVIHZ 4DL"wo HVMZ Rinfleforn Preassu I ITW OCGVAaA. Higher St —oh IN &—p: 3) Metal Connector Plate 1 VSIQ024 Y. Yes NIA NIA 1 24ga Galvanized Steel Storm Psidwis 24ga Galhisnizied Steel Storm Panels 12131 f2022 yes yes Y" NIA 2 ITW BCGANMm Hinge Plate Metal Connector Pairs I VM0024 Yes Y" NIA NIA 3 ITW 13CWAlikket Tfulca Metal Connector Plate I 2ni/2D24 Yes Yes NIA NIA 4 ITW 13COIA01- VA- Mmil C—actor Plate 12,31=4 Yes Yes NA NIA Florida Dope rtmork of Business & Prollikestiona I Regulation Not I of I Flonde Department of Business & Professional Regulation Page I cf2 Building Codes and Standards 6`14r1w Building Codes and Standards 9029=21 Product Approval Application Detall Product Approval Application Detail .RWO 220 attv or 2u 20 Date Pwdm Do rda Itself a RIM an Dift PmdW, am mm xmuw mmwwwm solid luougiamm Xdjdmm xdum moRK9 EIL&MMMI P�nd B" mm kKdm mmwbgbm 2mwd lnakw&Lk— vididelled 0. ywidd 111,11handled FBCA,,,iW Annulled Revision 2020 W."'hanser Rich flefifivin ICC eViijklaribill 30,11ce. LLC her, Lahm P, E 02AX=21 10AUX20 02011 Appr"d Adfirmalion 2020 Apha.41wrinirdim, Inc, jose, 31" Lult R. Lomas Mcniert M. urich. PL 1 1A OWN 11116,20211 11r2cam App—d Callivicarr, Structures Cohponsms, (253) 924-6476 (SDII) $41941288 cleagery: Panels vftll. r4or) W2.2006 PE-112514 171?l 317,845`1 SubCwVW. Friewenid Lumber sicbert[MI&A, fillwayarth. 8ubC��rV: Sdft lblealarreminifte"ho Compliance Ned": Elilklal ROW ham a au—sor" Compliance MeMod: Evaluation ROW tam 0 a CHAT, Prol E.I.b. E.Ifty stands Registered Architect . ii 1-i—eell Fiords E&Akguulavgmu Prohnsichol Engineer akilLAUMMU Ackorginsid list Use 9WE EWMNAAALbg*ka AMA Produce: th—Icition, contract ankww gain 1. HM out" NVHZ Affai" Pressair, Quallibe Amffsxo Approved fat thes, Aparoval Use tmmd pedw i hGeml I.M. Lilirrimetol Viewer Lumber ON31J2023 No Y. NIA WA AMA P,,dd recall Mamh, or thM Product Denscrildicart Cinglec, 11-fradders D." At= gAekbw Ala" rhasn. 2 Iftralke. 10,41. Parallel Stral Lumber M11202S No 01,31nm No Y. WA NIA Y. NIA NIA Alpha Adunknedin Sold 8stmp� Varied AlUrnifilln) 8011111 Alpha Aluminum Solid 6amp, Vented Aluminum TIT 23 No Yes No NIA I TimberStrand LSIL 4 TJ Rim Board Larrillistsd StreAd Wrinsor -1 Composite Lumber ff 0flarled Stand o3f3infI23 No Y" N/A WA CMU Ildemp; Wocd &ftt/ CMIJ Unip, Vil licard Rim Obard 6 Wayarn—saf Rim Rosid! Orlel Gerald Board Rim %.,d 03131=23 No Yes N/A NIA Florida Dope rtmW of Business & Professional Regulation Ift" 1 07 Building Codas " Standards Product Approval Application Detail 221111 nAt 20 QKLURMM DW versickin sallaam cordecill Xdd" std-fto fwhamtlA A222ag Boa R.A� 2020 Mi Whd—..d D— arsind atinW ArwricamAnchantural 81—. K Urfh. PE 1 V2217020 11122f2020 111121112020 Aptin"d Cledigel windoes ai7)395-3300 humularthers Association I711)31?-m4 "Cankitallin. Fixed Caripflikence N.M.* Cirifficalion Mark cr Listing Product Model. Number or thunke Produal Onuhgl,, - - - Ulf, In HVMZ 1 ies Pull 73.721noulke.dGles. OV=023 N. 0 CD woo c_ e ; Cc C.3 to — F_ , "k, c, -5 0) Fiords Departindent of Bufflnek" & Professional Regulation W 1 br Building Codes ard Standards " 4. Product Approval Application DOW GM oak= a" am QSLBID= 202 Cli 10 ymi2a mamwamrw 99= MMm A License VaMd*d IN maww BUtIMINd Fat AWF�M Approved 11111fild, Athrinalkini 2020 POT Industries Jan. setts."I N4.r*Dd. MCCO - COR Milans-0044, 0=0 - VAL I IMMD20 11,05M23 IiAlr420 Appro*d Cidepokil Wnd— (041),lIN-0100 (780) �15-2"a subcategory: Maillon. jrosbarlildepokincludichres ; CorMli� Method! CWMe"� Mak w Listing om PLAMtJtl3ftodkicu 2UNbAUMOM ANDEmmuff-M Autimmed ft use imia amim Product ModiL Number Or flarres Produce Desellpficket In HYK OLMdo HVKZ atdomt Pitmm I Mullons forAll Doffs and Wiriclorns Aluminum Mullork; 051211 Yes yes Yes WA Florida Despeartmerd of Business & Professional Regulation Neil Building Codes and Standards 311(2023 Product Approval Application Deltall Sao Offithr or 291 29, Dut, reand- D& mm MK" MWANugum 211111.111A AROMRKAiia= 4&9dlLh ywgdd swum FRC sawmill huaLud go& R.,'Ok. 2020 GAF mihaolsu.h ROW Reffilnen Jcrdn Vill. Knessylon. PE 121111=22 12M7=22 12OW022 02MV2023 Appr..d Calliflocern. Ronald; 11100) 7011-34111 PE�5BIBS Ilill 772-8224 SLOCA.gair- Asphalt shingen nialkildegal—l. Cw#iiw" Modi Evaluation ROW fram a Flodds Regleful Architect Or a unrest Florida Pnollikedomil Endriver FLMI"244mylodmm AcwwM fat Lass Ackarrovid Tor Un WIM DMW ftu FLUILICILENdscribriont In 11111111! OLMC* KVKZ ajdai Pleasant OAF Asphalt Root On Plot" for U. In F&C n.-HVHZ Fiberglass reilitharced 34ob, dimmaked. 5-he; and 12,16=5 %to Yes NIA N/A jurfedledom, hlpftKjp Osphart shanglift CU > 2 (D -7m cu CL 0 C (D ?:: CU C CU > Cn Cn (D 0 L_ CX — .C-- 1,11 0 ICU -0 402 . = CO 8_ < Z Z W =I Floncla Departmerall of Business; & Professional Regulation P6211 Or I Building Codes and Standards 102021 Product Approval Applicatiol Detail Aft 211 ca* Patenclerse TM Version atemidlecaurer cart" IhWw A Ll— valid" my V411 submew Ill Approval Asonsiffell status, Rikulack, 2020 Floddis MOM Products Inc Clark Jones James L BuCker, P EQ Stal M. Ill& PE OW?/2020 0962"20 10,0412020 12/161"20 AW-.d Cingident. Rocill (004) 71534400 COUCK grelnearing ill?� 317-8454 OudoCidifpcir. R.Ang A.--. that am On wark@11himoollon, Pr�31242 Integral Pilrafth. ROangay*.m Compliance Method: Evaluation Report from 6 Flordis Registered Anhited ar a Licenaad FlOAdil, Professional CrigIrial OARy Assurance Approved for Use Approved for Use aMAEL2kK"" in IIVNZ 2ANaLmm Aluminum Ridge Vants for pMed roft Weetted 12/31/2024 No yes fteat" P� No, NIA from 0 OW At..... Florida Department of Business & Proffessional Regulation Pep I bit Building Codes and Standards 3w2m Product Approval Application Dealt VOW. zntft, or am kit 21khMIM am Varsicin Momiftomm catia Minister Is Lacaff" Yddsltk mklgm submitted r@CAppr�d AmQwd tam RwAidon 2020 Glazed PrOM~ Products, I.I.C. raft, Robwall Villessir A Tilt Jr. P.E. JOhrl 100EV40. PC OWOWM20 DMV= 1010111020 112,1512020 Appir"d CD catesicarl Shutters last) Bali PS-4,41117 (Ol Yr"224 subcategory: a� Panels ComplLance Method: &Wullich ROW tom a Im"ounikinfligibicimi.. in Flonds slegleftrisclArichfad a a Lickinew Florlds Profiessional Engineer FL"GBIAM Produces OustuftAssuraws AidirOnned ft Us- aaummuRLM kaw mum #at 11 ­ mom guitat, Procluc, zkkkorI.O_ CAWAUXUbUAL29A in Kind! gkuwLk= solim ftum 20 es marm Pn.OiHVHZ Corrugated 0evenized St" Storm Pawls retained 12P3112023 Yes, yes Yes WA 2 24 Gage Galvanized Steel Storm Pandal or not by track. I. pouldis cimadion Corrugated Gillyienubid,9kesk $*in Pawl, r*1l1lAOd 12131/2023 No Y" a no by thickil 10 WMIgs hUni protection yte WA ICU Florida Dapartmert Businedw, It Professional Regulation CIO > o of No. 1 or 1 Building Codes and Standards lrrr2D2l > Product Approval Application Detaill Qalk mum x2migc maumusuK smug Do an cart likeldfirics goommLLIUM YMWAtLk IWW" ammm zwawgmzd BMUnd a" Produce.1no, Robert Gills 98=01 A. 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Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FL#05WR6 AS" Product Model, Nurn bar or Name Prioduct Dericirlation 1 SDII 01 12DBB Outdoor Accents Connector Screw 2 SD9112, SD92112, SDIO112, SD10212 Strong -Drive SID ConnecbDr Screw 3 $D9l 12SS, SDII Strong-Dwe SO Connecticir SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334. SDCF271058, SE)CF272358 5 SDCP22434. SDCP225'2r SDCPM14, SDCP22700, SDGP22858, SDCP22912. Slyong-Dinve SDC;P Trimbei Screw SDCP221100. SDCP2211134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Sirong-Drive SDHR Combo -Head Screw 7 SOS25112, SDS25134, SOS25200, SOS25212, SDS25300, SDS253112, SDS25412 Stong-Drive SOB Heavy -Duty Connector Screw SDS255001 SOS25800, SOS25800 8 SDS26112SS, SOS252OOSS, SOS25212SS, SDS253OOSS. SDS26S12SS Strong-Orive 606 Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SOWIF P loor-to-Floor Screw FLOM 01)07�11111111 ANI Product Model, Nu m bar or Name Product Description 1 ATR318, ATRI/Z ATRS18. ATR314 Thireadilid Rods 2 ATUD5, ATUDO-2, ATUD9, ATUD9-2, ATUD9_3: ATUD14, ATUD14-2 Aluminum Take -Up Device 3 ISP3/8-2, SP112. BPI/2-3, BP518-2. BPS/8-3, BF`314. BPW4-3, BWTUD3-4 Bearing Platiii 4 CNW318. CNWlt2. CNVy5f6, CNW3/4. CNW518-1/2, CNW314-5/8 Coupler Nuts 6 CTUD55, CTUDSS, CTUD68, CTUD75. CTUD76, CTUD77, CTUD87. CTUD88, CTUD97, Coupling Take -Up Device CTUD98, CTUDOO 6 N3, N4, N5, NO Heavy Hex Nuts 7 RTU03, RTU03B, RTUD4, RTUD4B RTUD5 RTU05, RTUD7, RTUD8 Raticheting Take-U p Day ice 8 TUD9, TUDIO Take -Up Device 9 TUW38 Take-UpWasher 10 URS3 &B" Uplift Rod Run Tieclown System 11 URS4 112" Uplift Rod Run Tedowni System 12 URS6 5/8" Uplift Rod Run Todown System 13 URSO 314" Uplift Rod Run Tiodown System FILMO441-1116 0 ,dbLfi Produot Model. Number or Name Product Description I DTT2 Hold-down 2 HDC10/4. HDC10122 Hold-down 3 HDO8, HHO011. HHDO14 Hold-down 4 HOU2, HOU4, HDU51 HOU8. HDUll. HDU14 Hold-down 5 HPA28, HPA35 Strap4tye purin anchor a LSTHD81 LSTHD8RJ Strap -style hold-down 7 MASA,MASAP Fourdallon anchor strop 8 MPAI32, MPAl" Strop -style purlin anchor 9 PA18, PA23, PA26, PA35 PA51. PA68 Strap-stys purlin anchor 10 PA118, PAI23. PA128 PAI35 Strop -style purlin anchor 11 STHDI0. STHD10RJ Strap -style hold-down 12 STHD14 STHD14RJ Step -style hold-down Simpson Strong -Tie 2020 F13C Approved Products Updated 1250M20 For direct Inks to oil 88T approvals Ned below. gLLQL=. For additional information regarding Florida's Statowido Product Approval System and Marri County Notice of Acceptance INCA). g6i&y" 21 UB series hangers Top flange hangers available in width of 1 -9/1 IT'and heights ranging from 6-318" to 15-118" 22 LBAZ series hangers Top flange hangers available in wdth of 1 -9/1 6'and heights ranging from 9-3/1 V'to 13-1/8" 23 LEG3. II LEG7 series hangers Top flange hangers available in widths ranging from 3-1X'to 0­ 718" and heights ranging from 0" to 33-1/7' 24 MEG5, MEG7 series hangers Top flange hangers avallablif in widths ranging from 5-1/4" to 0- 718" and heights ranging from 9" to 32- It2' 25 MIT sones hangers Top flange hangers available in widths ranging from 1-9116" to 5- 118" and heights ranging from 9-1/4" to 24" 26 PF, PFB, PFDB, PFDSB sefies hangers Top flange hangers available in width of 1-9116'and heights ranging from 3-3/8" to 7418" 27 RR Ridge rafter connector 28 WP sores hangers Top flange hangers available in widths ranging from 1 -9116" tio 7- 118" and heights ranging 9-1/4"Ito 32". FLIM ONQ-R5 acd&ff Fmcluct Model, Num bar or Name I ABA44. ABA"R, ABA48, ABA46R. ABAO6, ABA66R 2 ABU44, ABU44R. ABU46. ABU40R. ABU5-5, ABU5.6, ASU65. ABUOO, ABU66R. ABU813, ABUSSR, ABU1010, ABUIOIOR. ABU1212, ABU1212R 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABWO6Z. ABWOORZ. ABW7.7 4 AC4, A04R, ACE4, ACO, ACOR, ACES 6 BC4, BC48. BC4R. BCO. BCeR. BC8, BCS2-2J4. BCS2-316 8 CB44, CW, CB418. CBeS, CBSS 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2. CBS086-SD52, CBS088-SOS2 8 CC, ECC, FCCU Series 9 CCO-SDS2.5, ECCO-SIDS2.5 Series, 10 CPT44Z, CPT66Z, CPT88Z 11 EPi EPI344, EPB46. EPBOG 12 EPS4Z 13 LCB44, LC866 14 LPC4Z,LPCOZ 15 MPR447, MPBMZ, MPG88Z 10 11 PB441R. PS46, PSM, P86OR 17 PBS44A,PBS46 PBS66 18 PBV6,PBVIO 19 FAC44-18 PC41113-115, PC48-18, PC84-16, PCM.16, EP044-16 EPC46-15, EPC48-10, EPC:84-10, E-PCOB-18 20 PC4Z PC4RZ, PCOZ, PCBRZ, PG8Z, PCBRZ. EPC4Z, EFC4RZ, EPCez, EPCORZ EPC8Z FPC8RZ 21 PPE144-4Z. PPI3"-OZ 22 RPBZ FL*1011166-0 Sw # Product Model. Number or Name I FJA, FSA 2 FRFP 3 GH4". GH4", CH48-6. GH48-8. GH410-6. GH410-8. GH(364 GH66-8. GH68-6. GHO8- S. GH6`1 0-6, GH81D-8 4 GUB5A, GLB5B. GLB5C, GLB5D, GLB7A, GLB7B, GLB7C, GUB7D 5 GLBT512, GBLTS1 2, GLIRT518, GBILT8116, OLST520, GBLTS20 6 HGLBA, HOUBB. HGLBC: HGLBD 7 HGT.2, HGT-3, HOT-4 8 UFPI0-SDS3 9 URFP Product Descriation Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Bass Bolted column caps with Wl ranging from 3-114' to 9-Ir2" and W2 ranging from 3-5/8" to 7-1/2" Screwed column caps with Wl ranging from 3-1/4" to 9-1/7'and W2 ranging from 3-5/8" to 7-1/2" Concealed Post Tie Base Embedded Post Bass Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cup Post Base Retrofit Post Base Fintoduct Description Foundation Anchor Fiat Reltrofit Foundation Plate Girder Hanger Glularn Bearing Plate Glularn Bearing Plate Heavy Glu lam Bearing Plate Heavy GirderTledown Universa I Foundation Plate Unirversel Retrofit Foundaton Plate !M= Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SST approvats listed below, For additional information regarding Ficrides Statewide Product Approval System and MOM -Dade County Updated 12130/2020 Notice of Acceptance (INCA), FL11110446,116 IiIiiii Product Model, Number or -Name Product Description 1 A21. A23, A33, A34. A35, A44 Angler, 2 APA21, APA4, APAO, APVA21, APVA4, APVAO Outdoor Accents Angles 3 AP544, APB44R. APV866, APBOOR, AP1388, APB88R, APS1 01 U, APBl 01 OR. APVE144, Outdoor Accents Post Bases APVB44R, APVBSO. APVB66R. APVB88, APVB88R, APVB1010, APV8101 OR 4 APDJT24. APDJT2R-4. APDJ72-O, APDJT2R-e, APVDJT2A. APVDJT2R4, APVDJT2-6. Outdoor Accents Dock Joist Ties APVDJT2R-8 5 APHH46, APHH40R, APHHelO, APHHelOR Outdoor Accents Heavy Hanger e APL4. APLO, APT4, APT8, APVL4, APVL6, APi APVT8 Outdoor Accents L and T Beam-to-Colu min Ties 7 APLH24, APLH24R, APU­1126, APLH26R, APLH210. APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z;CBT4Z Concealed Beam Ties 10 CJT3Z. CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FCS Framing Clips 14 FWANZ Foundabon Wall Angles 15 CAI. GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A.2, Hl OS, H14, HGAID Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 H1­14� HH6 Header Hangers 19 KBSIZ Knee -Brace Stabilizer 20 LSO,L50,L70,LSO Angles 21 LCE4 Post Cap 22 LS3O,LS5O.LS70,LSQ0 Skovable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSS.126RZ, LSSJ28U. LSSJ2aRZ, LSSJ21OLZ, LSSJ21ORZ Field Adj wstable Jack Hanger 25 LSSR 181, LSSR2 1, LSSR2,37, LSSR2 58. LSSR210-2, LSSR410 Field Adjustable Slopearble/Skew2ble Hanger 26 LTP4. LTP5 Tie Plates 27 ML23Z. IM-24Z, ML28Z, ML28Z ML2107 Angles 28 MMH8 Roo(Tie-Down 29 MMHC Hinged Root Connector 30 MMLU26, MMLU26-2, MMLU28, MMLU2B-2. MMLU210, MMUU12111, MMLUI39, MMLU1311 Face -Mount Hangers 31 R8C RBCP Root Boundary Clips 32 RST-3 Rool'Tie-Down 33 RTC22Z, RTC42, II RTC44 Rlgld Tie Connectors 34 ETC. STCT, OTC. HTC4 TrussClipa 35 TJC37, TJC57 Truss Jack Clips 3e Z2, Z4, Z44 Panel Stiffen or Clips FIL011,10447-115 Searl Product Model, Num bar or Name 1 AHEP 2 OSC2R-SOS3, DSC2L-SDS3, DSC5R-SDS3. DSCSL-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2. HHRC411 61, HHRC", HHRC5.25/3.25, HHRC5 3713 1Z HHRC88 C HRC1.81, HRC22 7 URU26, LRU28. LRU210, LRU212 8 LSU28, LSSU2a. LSSU210 9 TBE4, TBE6 10 TC24, TC26 TC28 11 THA29. THA213, THA218, THA218-2, THA222-2. THA413, THA41 8, THAC4118, THA422, THAC422 THA426.THA422-2,THA426-2 12 THAI 1 81r22, THAl2.06/22. THAl2.1122, THA1222, THA1322, THA13522. THA1422 13 THAL422, THAR422 14 THJA26, LTHJA20, LTHMA 15 THJM2-4-SDW, THJM2-5-SOS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VI VPA3, VPA3S. VPA4 18 VTCR CM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12r"2020 For direct Inks to all SST approvals listed below, For additional Information regarding Florides Statewide Product Approval System end Marill-Dade County Notice of Acceptance (1,40A). CUCK tiEfte AS" ProductModel, Number or Natinto Product Description 1 BT,BTB.BTH Brick Ties 2 CMST12, CMST14, CMSTCIS Coiled Straps 3 CS14, CS16. CS18, CS20, CS22 Coiled Straps 4 CSHPl8, CSHP20 Coiled Straps 5 CTS218 Compressionfronsion Strap 8 DSP,SSP,TSP Stud to Plate to 7 HI, HIOA, H2.5A. H3. HO. H7Z, H16, H16S, HIO-2. H16-2S Hurricane Ties 8 HGT-2, HGT-3, HGT_4 Heavy Girderreclown 9 HS24 Hurricane Tie 10 HSS2.SDSI 5, HSS2-2.SDS3, HSS2.3-SDS3. HSS4.SDS3 Heavy Stud Shoo 11 HST2. 1i HST5. HST5 Straight Straps 12 HTS116, HTS20, HTS24. HTS28, HTS30. HTS30C Heavy Twat Strap 13 HTS016KTZ HTSQ20KTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, ILSTA12. LSTA16. LSTA18, LSTA21 , LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LST173 Straight Straps 17 LTB20. LTB4(3 Bridging 18 ILTS12, LTS16, LTSIS, LTS20 Light Twist: Strap 19 MOT Medium Girder Tiodown 20 MST27, MST37, MST48, MSTOO, MST72 Straight Straps 21 MSTAP, MSTA12. MSTA16. MSTAIB, MSTA211, MSTA24, MSTA30. MSTA36 li Straight Straps 22 MSTC28, MSTC40. MSTC52, MSTC86, MSTC78 Straight Straps 23 MSTC48B3, MSTC6883 Pre -Bent Straps 24 MST120. MSTI3e. li MSTIOO, MST172 Straight Straps 25 MTS12. MTS18. MTS18, MTS20, MTS24C, MTS50, MTS30C Medium Twist Strap 28 NCA2xlO-l2, NCA2X12-12, NCA2x8-1O, NCA200-1119, NCA202-16 srdglng 27 RCWB12, RCW814 Wall Bracing 28 RPSIS, RIpS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPI SP2. SP4, SPO, SPO Stud Plate Tie 31 SPH4, SPH6, SPH8 Heavy Stud Plate TO 32 SSI.5. SS2.5, SS3, SS4.5 Stud Shoo 33 ST9, ST12. ST1 B, ST22, ST292, ST2122, ST2115; ST2215, ST6215, ST6224, ST0230 Straight Straps 34 TB20. TB27, TB30, TB36, TB42. TB481 TB64, TB56: TBSO Tension Bridging 35 TWB10, TWB12, TW814 Wall Bracing 36 VGT,VGTR,VGTL Variable Pitch G irdor Tioclown 37 WBlOO, WBIOSC, WS126, W8126C, W6143C Vvlall Bracing Product Dolocirlptlofff 1 CgH2 37x5.5, CBH2.37x7 83, C13H2.37xg.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag StrutCannectors: Gape Brace Connector Hip Corner Plain 3 HGU3,63-SOS, HGU5.25-SDS, HGU5,50-SDS, HGUS.62-SDS, HGU7.00-SDS. HGU7.25. Heavy Hip to Ridge Connectors SIDS, HGU9,0O-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.02-SDS, HHGU7 OO-SDS, HHGU7.25-SDS, Light SlopeablefSkewable U Hanger HHGUO.00-SDS Truss Bearing Enhancer 6 HHUS26-2. HHUS2&2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUs-J.50/10, Truss Clip HHUS7 25/10 Adjustable Truss Hanger 7 HSUR. HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skowed Truss Hanger Multiple Truss Hangers 8 HTU2e, HTU28. HTU210. HTU28-2. HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01 81/9-SOS. HU001 81/11-SDS. HUCO210-2-SDS, HUCO210-3-SE)S, HUCQ310- SOS, HUCQ410-SDS. HUCC412-SDS, HUCOS 2519-SIDS, HUCQ625111 -SDS. HUCQeIO- SDS, HUCQe12-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/301W20 For direct Inks to Oil SST approvals Isted below, CLICK HERE For additional information regarding Fluids's Statewide Product Approval System and Morni-Dade Gotinty, Notice of Acceptance (1,10A), CUCK HERE a Product Modal - Nurn bar or Nam Product Description I HHUS210-3, HHUS210-4 Joist Hanger 2 HRSO, HRS8. HRS12 Strap Ties 3 HU00210-2-SDS, HUCO210-3-SDS, HUC0310-SOS Joist Hanger 4 THGB2. TH083, THGBH2, THGSH3, THGBH4 Joist Hanger 5 THG02-SDS3, THGOS-SOS4 5, THGQH2_SDS3, THGOH"DS4.5. THGQH4-$DSB Joist Hanger 6 THGW-3-3, THGW3-4, THOW4-3. THGW4-4 Joist Hanger FILM J473-R5 JgSLg Product Model, Numbff.2LSM Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, H18S, H18-2. H18-23 Hurricane Tie 4 HETA12. HETA16. HIETA20, HE-TA24 HETA40 Embedded Truss Anchor 5 HETALIZ HETAL18, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETA16, HHETA20: HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5. LGT4.SDS3 Girder Todown 9 LTA2 Lateral Truss Anchor 10 ME­­Al2, META16, METAI8. META20, MIETA241. META40 Embedded Truss Anchor 11 MSTAM24, MSTAWO. MSTCM40, MSTCMOO Step Tie for Masonry 12 MTSM116, LITSM20, HTSMIe, HTSVQ0 Twist Strap for Masonry UJILMILM fiW Product lodel, Number of Name Product Description I OTT 1 Z Dock Tension Tie 2 HD1 2, HD1 9 Botted Holdovers 3 HD3B. HD5B, HD7B, H098 Bolted Holdowne 4 HTT4, HTTS, HTT5-314 Tension Ties 5 LTTIO, LTT20S. LTT13l Light Tension Ties ,jaj Product Model, Number or Name Product Description 1 SB5/8x24, SB7/8x24, SBlx30 SB Anchor Boh 2 SSTB1 6, SSTB20, SSTB24. SSTB28, SSTB34, SSTB36, SST81 6L, SST820L, SSTB24L, SSTB Anchor Bob 5STB28L FL#13BT2-R4 S" 9 Product Model. NUMberor Name I CMST12, CMST14, CMSTC16, CS14, CS10, M8, CS20, GS22 2 HRS6, HRS8, HRS12, FHAO, FHAQ, FHAl2, FHA18. FHA24. FHA30, MST126, MSTI36, MSTI48. MSTISO. MST172, SIMST27, SIMST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28: HTS30, HTS30C 4 LSTA30, LSTA30, LST149, LST173, MSTAO, MSTA12, MSTAI 5, MSTAI 8, MSTA21, MSTA24 6 LSTA9, LSTA12, LSTA16. LSTA18, LSTA21, LSTA24. ST292, ST2122, ST21 15, ST2215 0 LSUBH3.25. SUBH3.25, MSUBH3.25 7 LTP5 8 ILTS12, LTS18, ILTSIS, LTSX 9 MSTA30, MSTA36, ST0215, ST6224, 5T@, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MST078, STS236 11 MTS12, MTSIO. MTS18, MTS20. MTS30, MTS24C, MTS30C 12 SMI. 56. SMI.81, Si SIB2.37, SfB2.56, VB2.68, SIB3.12, SW.56, SIB3.62, SIB4.06, S/B4.112. SIB4,28. S84.75, SW.50 13 StEA2,1218. SIBA2.1211 0, S/BA2.12Jl 2. SIBA2.12/14, -%'8A4.1 8/8. S6A4.1 8/10. MA4.1 Oil 2. SIBA4.18/14 14 SMIA 15 StH DOS. S(H DOB, SMD I OS: SIH Dl OB, SIH D1 5S, S/H D 150 16 SfHI DU4, SIHOU6, "DUO, SIHOUI 1 17 S1JCT, StHJCT ProduCtDoAcription Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Steps 43 mil (18 go) Sir" 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 88 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangars Hurricane Tie Holdowns Holdowns Joist Hangers Mucit DMription Concealed hangers F000-mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from i-9/16'to 3-9116" and heights ranging from 9-1/8" to23-15718". Face -mount hangers Face -mount hangers available in widths ranging from 1.518" to 7. 318" and heights ranging from 5-61ilY1D 12-7/8". Fsce�mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3. 1/8" to 6-1/8" and heights ranging from 4,VW'to 15.3/4". Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed Face -mount hangers Face -mount hangers available in widths ranging from 1-9116'to 7- 1/2" and heights ranging from 2-71W 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 1250Q020 For direct Inks to all SST approvals listed below, CLICK HER For additional information regarding Floridws Statewide Product Approval System and Marni-Dade County Notice of Acceptance INCA). 18 Sfi_BVI.55. SILBV1.81, VUBV2.06, SfLBV237, SIBV2.66, S&BV2-68. S/LBVS.12, Top Flange Joist Hangers SILBV3.58, SILBV3,62. SILBV4.08 SfLBV4 12, SILBV4.28, SILBV4.76 SILBV5 60 19 SILTT20, SOTT2Z, SIHTT14, HTT4, HTT5 Holdowna 20 S/MSTOO, SMT72 Straps 118 mil (10 go) 21 SP4, BPS Stud Plate T" 22 SSP. DSP, TSP Stud Plato Ties 23 STC, OTC Truss Clip 24 TSD22 Trijas Brace Diagonal 25 TJC37 Truss Jack Con nector 1`491113904-R5 *dMI Product Model, Number or Name I CCOM3 62-SIDSHOG, COQM4.e2-SOSHDG. CCQM5-50-SDSHDG, CCTQM3.62-SDSG, OCTOM4.82-SDSG, CCTQMS.5O-SDSG, CCCQNM,82-SOSG CCCOM4 62-SDSG, CCCQM5.50-SOSG 2 ECCLOM3.62G-KT, ECCLOMA.62G-KT. ECCLOM5,50G.KT, ECCLLOMD3.62G-KT. ECCLLQMD4,UG-KT. ECCLLOM05.50G-KT, ECCLRQMD3.O2G-KT, ECCLROMD4,020- KT, ECCLROM05.50G-KT 3 HGUM5 25, HGUM5.50, HGUM7.00, HGUM7 25, HGUIi 4 LGUM28-2, LGUM26-3, LGUM264, LGUM28-2. LGUM2&3, LGUM284, LGUM21D-2. LGUIi LGUM21110-4, LGUM46 LGUM48. LGUM410 5 MBHA3.1219 25, MBHA3 12111 25, MSHA3.56f7 25. MBHA3 56/9.25, M8HA3 56/11.25 MBHA3.56/1 1.88, MBHA3.58114, MBHA3.5&1 6, MBHA3 561118, MBHA5.50f7.25, MBHA5.5019.25, M BHA5,50tl 1 25, MBH A5.50/1 188. MBH AS 50114. MHHA5,5011 8, M13HA5.50118 e MBHU3.56/9.26, MSHU3.56111.25, MBHU3.5&1 1.88. MBHU3.5&14. MBHU3.58/16, MBHU3, Sail S. MBHI US 60tg. 25, MB H US. 50111 25, MBH U 15.50111 88, MBH US. 50/14, MSHU5.50/16, MBHU530118 FIL0113976-Rilit Soo N Product Model, Number or Name I SOW22300. SOW22338, SOW22438, SOW22458. SDW22600, SOW22000, SOW22638, SDW22834 2 SDWCISM SIDWCISSOO 3 SDWH1O30ODR SDWH10400DB. SDWHIOOOODB. SCWHIQ8OODB, SOWHIIDlOOODB 4 SDVVH274ODG, SDWH276DOG SDWH27OODG. SOWH27lOODG, SOWH2712DOG 5 SDWS16212. SDVVS16300, SDWS16312, SDWS16400 e SDVVS19000, SOM19712, SDWS22400,SDWS22500.SDWS22512, SOWS22800 SDWS22800. SOWS22900, SDM221 000, SIYWS221 100, SDWS221200, SOWMI 5DO 7 SDWS2230008. SDWS224000B. SDWS225(]DDB, SDWS2280ODB, SDWMBODDB, SDWS221 OOODB 8 SDWS22312DBB, SDWS22512DBB 9 SDWS2730OSS, SDWS2740OSS, SDWS2760OSS. SDWS278DOSS, SDWS278OOSS, SOWS27100OSS, SDWS2712ODSS 10 SDWV13400 11 STN22 FILM 5363-11113 Aila Produot Model, NUM bar or Name 1 AS 16, AS I 8SSI AS I M 2 AS 2OHS 3 AS-20 4 ASHP FL#I 073Q-R4 adMj Product Model. NumkffjU.H= 1 Er -HP 2 GAC, GDP, GDPM-50, GOPM-75, GDPM-100, GOPS, GW-50. GW-76. GW-100. GTH 3 PDPA, PDPA-K, PDPA-MG, PDPAT. PDPAT-K PINW, PINWP, PINWP_W. PDPAWL, PDPAWL-MG, PSVL3, PSVI_3-K, PCLDPA, PECLOPA, PTRHAS, PTRHA4 4 SET-3G Product Diiiii Masonry Pier Caps Masonry Pier Cape Heavy Masonry Hangers Masonry Boom Hangers Masonry Top Flange Beam Hangers Masonry Boom Hangers Product Dsrs�dolm 51rong-DrIve SOW EWP-PLY and TRUSS -PLY Screvois Strong -Drive SDWC TRUSS Screw Sirong-Drive SDWIH TIMBER-H E)(Sorew Strong-Drrve SDWH TIMBER-H EX H DG Screw Strong -Drive SOWS FRAMING Screw Stroing-Drive SOWS T IMBER Screw (Interior Grade) Strong.Drive SOWS TIM13ER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw StForig-Dtivia SDVo1V SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Firciduct Description 18 go Truss Plates 20 ga, High Strength Truss Plate 20 go. True* Plate Hinge Plate Connector Product Description Adhesive Anchor for concrete Gae-actualled fasteners and assemblies Powder -actuated fasbeners. threaded studs, and assemblies Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SST approvals listed below: For additional information regarding Florida's StatevvUle Product Approval "lam and Mami-Dade County Updated 1213W0210 Nolloo or Acceptance (INCA). &WLLtJ= I I HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518'to 3. 9/16" and heights ranging from 4.511V'to 11` Concealed flange version (HUSC) available for models having width equalto or greater than 3-9116" 12 IU S series he rigers Face -mount hangers available in widths ranging from 1.718" to 518" and heights ranging from 9.114" to 16" 13 LGU3.25-SDS, LGU3 63-SDS, LGUS 25-SOS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC267, LUC21 OZ Face -mount hangers 10 LUS sores hangers Face -mount hangers available in Wdths ranging from 1-9116' SM" and heights ranging from 3" to 1 0-15ilV' 17 MCU3.033-SDS, MGU6.26-SDS, MG1.15.50-SIDS, MGUS.e2-SDS, MGU7.00-SDS Faoo-mount hangers 18 MIU series hangers Foort-mount hangers available in widths ranging from I-11`10'to 5:P_.1 1/8" and heights ranging from e-151le" to 19-IrZ'. 19 MUS26, MUS28 Face-mourit hangers (P 7. WJ 20 SUR SUL. SURG, SULC series hangers Skewed face -mount hangers available in widths ranging from 1 - c* 9/18" to3-9fiff'and heightsiranging *om3-Itl6'tD 13-3/4" I doub Concealed flange version (SURC, SULG) available for all doub CC 2X and 4X models; on ly acute flange is conoealed. " = W_ 21 U sores hangers to Face -mount hangers available in widths ranging fro IvIto (a cp 4:14 Wand heights ran ging from 2-5/8" to 11 .1 M" C-A FLVIM7-11115 C, Product Model, Number or Name P ductDascription CC CP 1 BA sores hangers Topflongishangers available in wildths ranging from 1-91161D 7. to S 113"and heights ranging from 7-118"to 30'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-US" - 118" and heights ranging from 9-1/4" to 3 DGF series hangers Top flange hangers available in widths ranging from 1 -112' to 3- 518" and heights ranging from 7-1X'to 24". 4 DGHF son" hangars Top flange hangers available in wdthe ranging from I VW'to 3- 5/8" and heights ranging from 9-11W'to 2,41" 5 EG5. EG7. EGO set!" hangers Top flange hangers available in wilthe ranging from 5-1/4" to 8- 718" and heights ranging from 11" to 32-1/7', 6 EGO series hangers Top flange hangers available in widths ranging from 3-51&'to 7- 1/4" and heights ranging from 11 -1?4" to 37' 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to S-716' and heights ranging from 8-1/2" to 29'. 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1X' to 7- 1/8" and heights ranging from 11 " to 32' 9 HB sores hangers Top flange hangers available In wdths ranging from 1 -9/1 V'tD 7- 1/2" and heights ranging from 8" to 30" 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" and heights ranging from 10-112'to 26'. 11 HGLT sores hangers Top flange hangers available in wdths ranging from 3-114!'to 8- 7/8" and heights ranging from 7-lrZ'to 37' 12 HGLTV senes hangers Top flange hangers available in wdths ranging from 3-1 IX'to 7- 1/8" and heights ranging from IN' b 33' 13 HIT series hangers Top flange hangers available in widths ranging from 2.5118" to 3. 0118" and heights ranging from 18" to 26' 14 HUSTF series hangers Top flangejolst hangers available in widthis; ranging from 3.1118-to 3-911er' and heights ranging from 5-318" to 113-118" 15 HUTF. HUCTF series hangers Top flange hangers available in wdths ranging from I -9116'to 5- 1/2" and heights ranging from 3-7/161c, 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/1 e". 16 HWP series hangers Top flange hangers available in widths ranging from 1 -9/1 &'to 7- 1 /8" and heights ranging from 5.318!* to 28" 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116'to 7. 1/2" and heights ranging from 5.3t8" to 32' 18 FTS series hangers Top flange hangers available in widths ranging from 1 -9/1 S" to 3- 5/8" and heights ranging from 9-1 /&'to 16' 19 J13 series hangers Top flange hangers available in width of 1 .911 G'and heights fang ing from 5,V8" to 7-1/4!' 20 JBA series hangers Top flange hangers available in Width of 1.9116'and heights ranging from 9-311 &'to 13-1/8" 012-r- Me, Simpson Strong -Tie 2020 FBC Approved Products Updated l2r3QW20 MMFor dired Inks to Oil SST Worovels Isled below, CLICK HERE, For additional infon. soon regarding Florida'sStatewille Product Approval System end Mami-Dade County Notice dAcceptanco (11,10A), i6W&M. 6 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (ST82. STB24SS, STB2-68S) Stong-Bolit 2 Wedge Anchor for concroto available in carbon steel and Types 304 arid 316 stainless steel 7 Tillen HD CrHO-H. THD.HMG, THD-H4SS, THD-HOSS, THID-CS, THD­CS8SS) Titan H D Heavy Duty Screw Anchor for concrete and masonry avallialole with box head In carbon steel and Types 3D4 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (TH037634RC. THD50934RC) Then H D Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger (THDB25168RH, THDB37158RH, THD37212RH, Tition HD Threaded Rod Hanger for concrete THD50234RH, THDIO212RH) 10 Wedge -All IWA) Wedge -All Anchor for masonry FLM6230-RO 2291 1 AT.XP 2 Er.HP 3 SET-XP 4 Snong-Bolt 2 (STB2) 5 Tilien 2 (TTN2) 6 Trition HD (rHD_H4SS. THD-H6SS, THD-CSOW 7 Tition Turbo (T1,M " 69374113 §Kfi Product Model, NUMber or NaM* I X3481 01 O-K XI Sl D 16. Xl BI 01 64K XQ 1 Sl 010. XQl 6101 O-4K 2 XL01 1 JITI 224. XLQ 1 1461224-2K 3 XMI 14SI224, XMQI 1481224-2K 4 X01 14S1 224. X0114BI224-2,5K X1 14SI1224, X011 2S1224, XQI 1281224-2K 6 XU34SIO16, XU34BIOl6-5K FLNM20-RO &WA =uct Model, Number or Name I DSSCB43.5. OSSCB48, DSSCM, DSHS 2 FCB43.5. FC845.5. FCB47 5, FCB49.5, FC8411 5 3 FPHSD34SlCl8. FPHSD34BlOIO. FPHSD34B1015.5K. FPHSD34Sl2l4, FPHSD34Bl214, FPHSD3481214-5K 4 LSFC2.25, LSFC4 25, LSFCO.25, SFC2.25, SFC4.25, SFC6.25 6 LSBC4.25, LSSCO.25, SSC2 25, SSC4,25. SSC6 25 MSSC2.25. MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6 25KW 6 RCKW3, RCKVZ.5, RCKW7 5, RCKW38. RCKW6 6S 7 SCB43.5, SCS45.5, SOB47 5, SCB49 5, SCB411 5, MSCB45.5, MSCB47 5 8 SCS32-5197. SCS62-5197. SCS02-5/1 1 S. SCS82-6/118 9 SOW3.25, ACW5.5 10 SJC8.25. SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.51 a 12 XLSH3481414, XLSH7aBl4l4 13 XQIS1018, XQIBIO16-4K, X01S1214 X0181214-3,5K, X078S11224, X07881224-3K, XQ`114S1224, XQ114BI224-2 SK, X0112S1224, XQl12BI224-2K.)0481018­5K XlSl01O, XlBlOIO-4K XIS1214, XIBI214-3 5K forloduct Description AT-XP High -Strength Acrylic Adhesrve for concrete or masonry Er -HP Epoxy Ad hesiwe for masonry SET -XP H igh-Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 or 31 e stainless steel with hex head, arid 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description fill 0.18 Strong -Drive X Metal Seff-Drilling, Topping Screws with #3 Drill Point 012-24 Strong -Drive XL Large -Head Metal Self -Drilling, Topping Scrova with #6 Drill Point and Large Diameter Hex Washer Head fil 2.24 Strong-DrIve XM Madlurri-Head Metal Self -Drilling. Topping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with 06 Drill Point #10-18 Strong -Drive XU Metal Sol -Drilling, Topping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connecillor #10-16 and #12-14 Strang-Dirrve FPHSD Framing4o.CFS Sell. Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Con nector Head -of -Wall Side -Clip Connector Steel Joist Con neclors Bypass Framing Slide-Chp Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-18 412-14: and #12-24 Strong. Drive X Metal Self-Ofilling, Tapping Screvvs Cn -00 > (D 2) (D C) 2 C- CL C 0 0 a CM Clio -0 (n -cu 0 C 2 5. CU = 0- .6-a CU U_ ,- 0 CU > (n ._-0 U) CD E " 0 cn- cn CIO Z '40 CU O�. OFA W mi Cn E =:3 U) ICU > 0 > L 0_ 0 0_ < U 2- W Cm) cu M =:3 < -0 0 CIO W < Z Z _J a - SHEET NO. PA 13 ULAMr-DADE COUNW PRODUCTCOWTROL SEMON 11905 Slit 26 street Room 202 DEPARTMENT OF REGULATORY AND ECO* 010C RESOETRCES WM) Mm. FlorkU 33175-2474 BOARD AND CODE ADIUNISTRATION- DrMION T(796)315-2590 F('7W315-2599 NOTICE OF ACCEPTANCE PGT industries, Inc. 1070 Techuolo&y Drive„ North Venice, FL 34275 SCOPE: ThisNOA is being issued under the applicable rules and regulations go%wuing the use of con.trucrion mateiials.'Ibe documentation submittled has been revwwved and accepted by hfiami Dade CountyRER -Product Control motion to be used iu I+rfi= Dade Couaty aid valuer area$ whtxs ailm ed 4y the Auihanty Ha -wing Jurisdiction (AHJ). ThisNOA shall not be valid after the expiration date statedbelow. The Miami -Dade County Product Control Section (In Miami Dade County) and orihe AIU (in areas other tsanMianu Dade County) reserve the right to have this product or material tested for quality assvranceputposes. If this product or material fails to perform in the accepted manner. the manufacturer will incurthe expense of such testing andthe AlUmay immediatelyrevoke, modify. or o such duct or material within their ' diction. RER reserves the t to revoke this §nspeud the Use f ch pro ports right acceptance, if it is determined kvN iami-Dade County Product Control Section that this product or material fails to meet the requirements of the. applicable building code - This product is approved as described herein and has been designed to comply with the Florida Budding Code_ including the ugh Velocity Hurricane ?.one DESCRIMOIlT: Series "55M 770" Vinyl Sliding Glass Door (Reinforced) w,,*o 902 & 130 coraers-L-MJ. APPROVAL DOCUMENT. Drawing No. MD-5570.0 Rev B. titled "Vinyl Sliding Glass DoorNOA (LM)". sheet 1 through 21 of21,preparedbymanafacanw- dated 10,105.15 and last revised on 02/0ICI1.signed and sealed by 4. Lynn Miller, P_E__ bearing the Nfia u-Bade CountyProduct Control Retizsion sta0v with the Notice of Acceptance number and expiration date by the Nfiiami-Made County Product Control Section. N IS;SELE LW.ACT RAMG: Large and Small Mhsile Impact Resistant Limitations: 1- See table 1 ('sheet 2) and table 2 (sheet g) for applicable SOD unit sires, design pressores, reinforcements types, glass types, sill riser (see tables B-1 & B-2, sheets 74) and anchor layout sheets requirements in 11 thou 16- ?_ Rigid White FVC, Tan (Note -white) Rigid PVC andBrown coated (Painted or laminated) white Rigid PVC to be labeled per referenced N'OA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable. 4. Pocket walls, under separateapproval, to be re,,unv ed by Building official L +iB£L iG: Each unit shall bear a permanent label with the manufacturees name or logs. city. state and series aid following statement: ' Miami -Dade County Produc t Control Approved". noted herein. R N-EWAL of this NOA shall be considered after a renewal application has been filed and there has beenuo change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration bate or if thete has been a re-%uwa, or change in the materials, use, andtor manufacture ofthe product or process. N isuse of this NOA as an endonenmem of any product, for sales, advertising or any odwpuiposes shall automa a ally terminale this NOA. Failure to complywith any section of this NOA shaft because for teminatim and removalofNQA. AD,% ERTISE-t4v_N-T: The NOA nuaber preceded by the words hFrann Dark County: Florida and followed by the expiration date maybe displayed inadvwtisvmgWerature. Ifanyportionofthe NOAisdisplayed. then it shall be done is its entirety. LNSPECTION : A copy of this entire NOA sba11 be provided to the user bythe mamifactut er or its distributors and shall be available for inspection at the f ob site at the request of the Building Official. This NOA re-%ises & renews NOA 420-0429.05 and consists of this page 1 and eimlehee pages E- 1. E-2. E-3. E-4, E-5 c& E-6 as well as approval document me:ntiowd abme.- The .svbmited documentation was miewed by ishaq L Cbnnda, PE. TOA No. 21-0205.03 M Expiration Datet April 14, 2026 4 *,r -1� ! q 1:1. Approval Date:1,lareh 29,10'.1 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA A. DRAWINGS 1. Manufacturers die drawings and sections. (SubmiArd render A'U A X& 1I-0107 04) 2. Drawing No. MD-5570.0. titled "Vinyl Sliding Glass Door NOA W , sheets 1 through 21 of 21, prepared by manufacturer, dated 10,05E15, with r . ision A elated 0410-/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS l . Test report on 1) Uniform Static Air Prere Test, per FBC'_ TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Psrre Loading per FBC. TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door: prepared by Fenestration Testing Lab, Inc:, Test Report No. FIL 8717. dated 1210715, sued and sealed by ldahris Ortega. P. E. (Test report revised on 0211536 and 02,2446) 2. Test report on 1) Air Dutton Teat, per FBC, TAS 202 94 2) Uniform Static Au -Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-N 5) Cyclic Wind Pressure Loading per FBC- TAS 203-94 6) Faceted Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diap= ofvinyrl sliding glass door, prepared by Fenestration Testing Lab, Inc.. Test report No. FTL 8546, dated 111064 51, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01 r44116 and 02111,02016) 3. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Walter Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forced. Entry Test; per FI3C, TAS 202-94 along wth marked -up drawings and installation diagram of vinyl sliding glass door: prepared by Fenevration Testing Lab, Inc.,, 'Test Report No- FTL 8547, dated 12t04115t signed and sealed by Idalmis Ortega, P. E. (Test report revised on 024516) 4. Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94 2) Uniform static Air Pie Test, per FBC, TAS 202-94 3) Water Resistance Test. per FBC, TAS 202-94 4) Large lfis!ile Itt' W Test per.FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -UP drawings and installation diagram ofvmyl. sliding glass door prepared by Fenestration Testing Lab. Inc., Test Report No. FIL SMS.. dated 1213415, signed and sealed by Idalmis Ortega, P. E_ (Test report revised on 01,04.46 and 02/1146). t hhaq L (haueda, P.E, Product Control Unit Supervisor NOA tio.21-0206.03 Expiration Date: April 14, 2026 Approval Date: Marti 26, 2021 E -1 �_Z"AtMr!MOVTAMM NOTICE OF ACCEPTANCT: EVIDENCE SL'BMIrTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test. per FBC, TAS 20294. 4) Large Missile Inq)act Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Fo red Entry Test. per FBC. TAS 202-94 along withmrrkedup drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab. Inc:. Test Repent No_ FTL 8549, dated 11 V615, signed and sealed by Idalrms Ortega, P.E.. (Test report revised on 1104115 and 02111r16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC, TAS 202-94. 4) Large Missile Intact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vvW1 sliding glass door, prepared l y Fenestration Testing Lab, Inc., Test report No. FTL 8552, dated L 1,04115. signed and sealed by Idalmis Ortega, P. E. (Test repot revised on 02115,2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Iict Test per FBC, TAS 201-94 3) Cyclic Wind Pressuua Loading per FBC. TAS 203-94 along with marked up drawings and installation diagram of vinyl sliding ,glass door, prepared by Fenestration Testing Lab. Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11 19i'10. sighed and sealed by Jorge A. Causo, P_ E_ (Subrrtftled Nnder1V0 4 ,%r6. 11- 0107. 041 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wired Pressure Loaldmgper FBC, TAS 203-94 6) Forced Entry "Pest, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc- Test Report No_ FIL 6337 (samples A-1 tbru A-5). dated 1110640, signed and sealed by Jorge A. C tuso- P. E. (kibmiNed under N0.4 A'o.11- 0107 0.9) C. C ALCIrLATIONS L Anchor verification calculations and structural analym, complying with FBC-2014, prepared. by PGT; dated 11,09:015and last revised on 024 5;16, signed and sealed by IW AnthoayL ller, P.E. (Subinifted under NOA.Xe. 15-1210.01). 2. Glazing complies with ASTMS-1300-09- Iraq L Clauds, P.E. Product Control Zait Supervisor NOA 11o. _1-02015.03 Expiration Date: April 14, 2026 Approval Dates bfarck 2;, 2021 E -2 PGT Industries, Inc. $01 NOTICE OF ACCEPTANCE: EVIDENCE SUB1ITTED D. QUA= ASSUIEL4, TCE r E. I. Miami Dade Department of Regulatory and Economic Resources. (R.ER). n 5 „ MATERIAL C"ERTIFICATIQNTS Ra I . Notice of Acceptance No.1:."528.14 issued to Vision Extrusion Limited for t . d "'%V, hhe Rigid PVC' Exterior• Extrusions for Windows and Doors"', dated 081,311- ; Q; expiring, on. 09�3Q'19. d ; 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their - B a 1000 Tan 202 and lighter Shades (Yon -White) Rigid PVC Exterior EstlEusions for TE?a'ndows and Doors", dated 11%16, expiring on 12129:21. 9 a 3. Notice of Acceptance No.15-0,528.15 issued to Vision Extrusion Limited for their G "Brown Coated (Painted or Laminated) TVhite Rigid PVC Exterior Extrusions for a Windows and Doors", dated 08113115, expiring on 0930/ 19. 4. Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN, 3040 and Lighter Shades (von -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09l15,116, expiring out 02,04r21. 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, - Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for N%Indows and Dooms" dated 0945116, expiring on 0446,20. & Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "N%liite Rigid PVC Exterior Extrusions for Windows And Doors" bated 08,40117, expiring on 02 28118. T Test reportsNo(s). 10-0t)2-792(A), 10-06-MO527. 535753-09. per ASTME-84, ASTNID 1929 and ASTMD-4535, issued by E3COVA to Vision Exxtrusim for cellulosic composite material. (Submjr red readerAV0.4 No. ]1-0107.04) 8. Notice of Acceptance No.14-0916.11 issued to Xuraray America., Inc. for their "Seatn-G:las+8' (Clear and T4ilke) Int+eriayee. +culling on 07/04/18. 9. Notice ofAcceptance No.16-11.17.01 issued to Kuraray America, Inc. for their "Trodfol ° Ultraclear. Clear and Color MB Interlayer i ". expiring on 07/08119. F, ST ATE11EPATS 1. Statesneut letter ofconfonnance with FBC-5'aEdidon (2014) and FBC-6tlEdition (2017), issued by manufacturer, dated 0& MA7, signed & sealed by Lynn Miller. RE_ 2. Statement letter of no financial interest, dated 04,11 & 17. issued by maanufwturer, signed b'c sealed by Lynn Miller. P.E_ 3. Letter of lab compliance, part of the above test reports. 4. REK Test Proposal No.17-0387. dated 05; 05?17, signed by Ishalq Clmda. P.E_ G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series "557012770" Vinyl Sliding Grass Door (Reinforced) - L.M L", expiring on. 0411.4;'21 _ Ishaq L Ctranda, P.L. Product Control gait Supervisor NOA No, 11-020..03 Expiration Date: April 14, 2024 Approval Date: March 26, 2021 E -3 Q� Q� s in N —cu O L CU a O O C . � CU V Cn O .O 0 0 O Q O CU 0c .4—_ lL CU cn 0 0_C 4-5 tZ r PGT Iadmoies, Inc. CGI AVmdows and Doors, Inc. PGT Industries, Int. NOTICE OF ACCEPTANCE: EV DENCE SUBMITTED INOTICE OF 1►CCEPT.kNCE: EVIDENCE SUBMITTED NOTICE OF ACC EPTAINVU: EVIDENC:'E SUBMITTED 2. Evidence Submkted under re,%ious submittal P E. M EATERLAL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quancac Part Super Spacer ,Standard complying with ASTM C518 Thermal Conductivity A. DRAT' T+4GS 0.981 BTU -in/ hr.-fig-F, ASIM F 1249 WVTR Pass. ASTM D3985 C� en Pass, AS`IM E A. DR.1WLNGS 1. Drawing No. MD-5570.0 Rer B. titled -Vinyl Sliding Glass Door NOA ('-, sheets 2190 I.G. DurabilityNo Fog -Pass. (Su6nd ued reorder presions VtlA Xo.1.S- 409. 05) 1. Draws? No-1NiD-5;1570.0 Rev B. titled "Vinyl Sliding Glass Door NOA (LM)". sheets I 1 through 21 of 21, prepared by n3annfacturef, dated 10,t5115 and last revised on through 21 of 2l. prepared by manufacturer. dated 10�105115 and last revised on 02, 01.2 L 04,"22, 20, signed and sealed by A- Lynn Miller, P.E. 6. Qua= Part Duraseai conVlymg with ASTM C518 Tbennal Conductivity 2.22 BTU -in- signed and sealed by A. Lynn Miller, P.E_ hr.it=-'F, ASTM F 1249 ArVTR-Pass, ASTM D 1�434 Argon Perrneance-Pain ASTM E Note: This, revision consists replacement of same existing installation screw with flat head. S� B. TESTS 2.f 89 I. G_ Durability -No Fog, ASih+l E 54Ca Dew Porter i?e~rTe4vp�uent -20°F in �#8 his_ 1. Test reports on: 1) Air Infiltration. Test, per FBC. TAS 202-94 (Sieber fl%d under ?fir() 4 A& 15-0409.051. 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 20294 7_ Vision Extrusions,. Ltd. Parts complying with PVC-AAMA 303-13, Vokmiasy Specification B. TESTS 3) Water Resistance Test. per FBC_ TAS 202-94 for Rigid Polyvinyl C:'hlar de (PVC) Exterior Profiles for Visim Extusions, Ltd.-VEX-1 by 1. None. 4) Large Missile Impact Test per FBC. TAS 201-94 AAMA Fenestration Exterior Profile Certification Program (SubrreWd under eti'0.4 Na 1 S- C, CALC1 LATTQNS 5) Cyclic Wind Pres=e Loadingper FBC, TAS 203-94 0409 #5) 1 1`t� along with marked -up drawings and installation diagram of all PGT Industnes, Inc. $_ Vision Extrtlsicrns. Ltd. Parts cotnptlring with PVC .+TAMA 303-13. -+--+ repncsenta h e units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones. (Sieben riled under NQ.- .Vo.1 5-0409 05) D. Qt%ALII4 ASSL?RAYCE prepared by Fenestration Testing Laboratoty, Inc.. Test Reports No.: 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (,PVC) Exterior Profiles for Vision Extrusions, Ltd--VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER). C_ FTL-7897, PGT PA15520 PVC Fixed Window (unit 6 in proposal), dated 09,11344 FTL-20-2107.1. PGT SGD780 Alim>innurn Sliding Glass Door (unlit 7 in proposaP FTL-20- Certificatice Program. 2107.2, PGT CA740 Alum Outswing Casement Urmdow (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for E, MATERLAL CERTIFICATIONS co 2107.3, PGT PR'7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their "Tan 3040 & light shade (non -white) N%Id p Rigid PVC Exterior Extrusions for 1_ Notice of Acceptance No. 19-030 .02 issued to Kuurar•ay America, Inc. for Breit > PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed Windows and Doors", expiring on 02X4, 21. "Trosifoit Ultrariear, Clear, and Color PTB Glass Interla;rei*-, expiring on 07,080-4- � 0 and :sealed by Idalmis Ortega, P.E. 11 Notice of Acceptance No. 1"122.02 issued to Fxergi Fenestration Solution, USA, Inc, for `, Z_ Notice of Acceptance No.17-080&02 issued toKu rarau America, Inc. for their 'Lj"b Q their series 1%lite Rigid PVC Exterior Extmsions for Windows and Doous expiring on "SentryGlaasl (Clear and te) Glass Interlayers", a giring on 07f0C23_ Q C. CALC[?LATIOIN S 02029-123 - 3.. Notice of Acceptance No.18-1106.10 issued to Vision Extnrsioa>s Limited for their "Brown C) Q 1. Anchor verification cakulatiorls and structural analysis, cotnpl}**inrag with FBC 711 12- Notice of Acceptance No. 20-0203.03 issued to Etuergi Fenestration Solution, USA Inc. for Coated (Painted or Laminated) l�%I to Rigid PVC Exterior Extrusions for Windows Edition (2020), dated 04121110, prepared by manufacturer- signed and sealed by their "Bronze &light shade cap coated 117hite Rigid PVC Exterior Extrusions for and Doors", expiring on 09.30124. �� U Anthony Lynn Muller, P_E_ Windows and Do orf', expiring on 04116215. 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their Series ?. Glazier complies with ASTIME1300-04, -09, -12 and -16. "VE 1000 Tan 202 and fighter shades (lticrlr-t'Lhibtre) Rigid Cellular PVC Exterior � D. QUALITYQU.ALITY ASSUIL NCE F. SIATE3IENTS Eztausioas for Windows and Doors". expiring on 112WN. Miami -Dade Departmtnt of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 7$ Edition (2020), dated 04, ,20. issued by 0- maunfacttu�r, signed and seabed by Anthony Lynn Miller, P.E. F. STATE.�iENTS E. NLXTER AL CERTIFICATIONS 2. Statement letter of no financial interest and of independent. issued by manufacturer, dated i_ St.ateramt letter of conformance to FBC 7e Edidou (2020), dated 0101,21. issued by CU 1. Notice of Acceptance No.19-030a.42 issued to Kuu-arayl• . nneiica, Inc. for their 04/18��0, signed and sealed by Anthony Lynn Miller, P_E_ > fachm, signed and sealed by Anthony Lytm Mid, P_E. � "Trosifolll' Ultr, aclear, Clear, and Color PTB Glass Interhyers", expiring on 3. Private Labeling Agent docdrmml between PGT. dated 03WI5 and signed by all 2_ Private Label A,greenxmt dated 03; i09,21 between PGT Industries, Inc. and CGI �J CU 07/08,a24_ involved parties. Windows and Dooms Inc.,, signed by Dean M. Ruank, F.E., V.P..Engineering, on behalf of U m 2. Notice of Acceptance No.17-0803.02 issued to K,uu gray America, Inc. for their bath companies- "SrentryGlas (Clear and T4'3ite) Glass late layers", mpiting on 07.r04J23. G. OTHERS 0- 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusion's Limited for their 1. This NOA re -vises NQA# 17-0420.06 (PVTw,rCGI) and updates to FBC2020 (7A Edition), G. OTHERS � "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 0+21?21. 1_ This NOA revises & renews NO 20-0429.05 (PLA w/CGI), expiring 04t 14,26. for Windows and Doors", expiring on 09 30.,24. 2. R.ER Test proposals #19-1155 dated 01/10,20 approved by Ishaq i_ C:handa. PE. expiring 2. The cummt associated PLA CGI isle #21-0245.01, expiring 04114.26. O � 4. :'Motive of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their 04A*21 _ w series "VE 1000 Taus 202 and Miter shades (- on- I lute) Rigid Cellular PVC Exterior Extrusions for Windows and Doors , expiring on 12,'29t21. � � lshag L Cttanda, P.E. � Ishaq L P.E. � ¢ N Z t:'banda, J Ishaq L Chanda, P.E. Product Control Unit Superrisor Product Control L'nit Supervisor Z Product Control Unit rauperrisor XOA No. 214206.03 NtlA No. 21-0205.03 < NOA No. 21-020+,03 Expiration Date: April 14, 20M Expiration Dade: April 14,1026 .J Expiration Datet April 14, 2026 Approval Date: March 2a, 2021 Approval Date; Alarth 26, 2021 CL .Approval Date: Afarth 26, 2021 E -6 E -6. SHEET N0. E a March 6, 2023 PA 1.4 N L N V O a)p� L is O Q O LO .� � 4-0 Cl) 0 N O 3 LL CU O O .N L through .(D C)- 0 .0 .;SO F- c U) Q .o . w c a `•O d u p c A T O u c L� Z U) Chi 0 L O Q L 0 L .�.mJ M m Q L O CU z J Z Q J a SHEET NO. PA 1.5 MIAMNQADE MIAMI-DADS COUNTY I�J1W PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sweet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 cg Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS t� a Seffluer, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Derails'; sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of I. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheer I oj'' .o 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 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 SCOPE: "Cast -Crete 4 ", 6" & 12 "Ginter Safe Goad Tables'; sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" dr 12" Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06/12/14, al� a• 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 2003 both 3 0 3, b Crai Parrino, P.E., dated March 24, Z003, last ____ WV TFR A TTLLM JR., P.E. __ 14" I ILI ECO limc\- TILLITT TESTING 8I ENGINEERING OOMPANY PRODUCT EVALUAT10B_REEQFLT wtecoIBOW.Cont I'L F. . U-.1. 441� ,, , A_ L,,H­ NI UK*', 19 REPORT NO.: 20-0?20.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUWCATEGORY.- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection prgdudl" 48W S.W. 61 Street Davie, FloOda33314 1. PURPOSE MEYALUATION: This is a Product Evaluation Report issued by Walter A. III Jr., PIE. (System ID 0 1906) to the Global Protection Products, LLC, Rule Chapter No. 01 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at lust equivalent to that required by the Code. This Product Evaluation Report shelf be subject to review and revision In case of a Building Code change that may effect Its Ilmit"ons and conditions 2. EMDENCE SUBMITTED; 2.1. PRODUCT EVALUATION DOCUMENT (PIAU-1 Drawing No. 20-176, tffled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tifteco, Inc.: signed and seated by Walter A. Tillit, Jr., P.E.; dated 07/2812020. This drawing Is an integral part ,%yP,',6,,,, Evaluation Report. 0""I t A. r/41001% Ss" WF OVIX-ii��.,l I -0 - .-,* 01 , 1) .. e III. .,__�_�_Z_ �11_ --No 44167 . ` __ - 1, S - LF' I '' � - I : ' _Ze *' r � 4- . , . 2- 'T , -* :* . -- , � � ,�.__ �. �_. 11­ - : I .j�., ­­, .1. , - � `10 - A :g� 4 - " ;S-, --I- toplill,, -*,4" 1 *"_4�d,�.* - - . I . . . - - I - �.� _I§ . NX 4" 6355 NX 36th Street, Suite 305, MUrni, Florida 33166 - Phone: (305) 871-1530 - CENERAL NarES: Ofta�flxt AMIMMM I STORM PANEL SHOWN ON M6 PRODUCT CVQUAFON DOCUMENT (PLO) HAS BEEN VIRIFIFO (OR COUIPJANCA 04 ACCfACANCE WITH THE 2020 PIN EDMOIN) OF IHr FLORIDA SURGING CODE DESIGN WIND LOADS SHALL W DETERMINED AS PER SECTION IWOOF THE ASKIVE MENTIONIED CODE, "OR A WIND SPEED AS RCOWFIED BY THE ,JURISDICTION WRRC MEW SHUTTERS MAP BE INSI LLT.AND M=A ,OR . MKIECTIONALITY FACTOR K4-0 85� USING ASCE 7- 1 4 AM SHALL NOT 5XCVFO 1W UPA 3 III DESIGN PRESSURE RATINGS INDICATED ON SHEETS I TWO 12r 1'. 15, 16. TO III 20. IN ORDER TO VER(CY THE ABOVE CONDITION. ULTIMATE DESION WIND LOADS DETERMINED PER ASCE ?-TO SHALL BE FIRSTREDUCIT TO A.S.D DESION IMAID LOAOSIBY MOLOPLYINK, THEM SIT 06 Wt OMER TO COMPARE 14M *1 VAX (ASO) CC" PPA(SSVFo RATINGS INDICATED ON SHEETS 7 THRU 77, I& P5. fG, III A 20 IN ONCE TO ACIDIFY THAI AHLOORS ON THIS PC O AS TESTED WERE HOT LAPER IMISStC, A 33% THOREAU ,N ALLOwABLI $TNESIS too MIND LOADS WAS KU UStO IN MCIP ANALYSIS FASTENERS SPACING TO WOOD HAS EKSPI DE11FROWD IN ACCORDANCE VIVIH WDS, 201a. STORM PANEL'S AGEOUI FOR IMPACT AND WOO RESISTANCE HAS WEN VCW*X IN ACCORDANCE WTM SECTION 1626 OF " ABOVE MIENIN)WID CODE AS PER HURRICANIL INGINCTRING A TESTING INC. REPORIS r6-b$0, 96-570 III, 95�1`51 AND FENESTRATION TESTING LAO INC, W`OAYS 02032 4. II12124 . AS PPOJUCGIS TAS-201, TAS-707 AND TAS-203 AS WEU AS AMERICAN IEST LAB Or SOUTH FLORIDA REP0111. #07?9.01-09. AS PER TAS 201, TAS 207 AND 'AS 203 SIANDARDS 2 ALL ALUNPRAIM EATRUSIONS TO RE 0065-TIS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SRM 2 1 ALL ALUMINUM SHES WETAL USED AT CIOSUM %HALL HAVE 3105-HI4 ALLOY', A ALL STEEL SHEET METAL PARIS. SHALL HAVE STRUCTURAL QUALM STEEL. A41W A-553 GRADL 50 IRLIAMUN. 4-W GA1_.AN1ZEO STEEL MOGNATION W/FY- 5*5 ", (OFFER ROLLED) t ALL SCREIVIP TO BE STAMM STEEL M OR 311! AIV SERIES OR CORROSION RESISTANT COATED CARBON MSEL AS PER CAN 500FI5 W/ 50 PPOP WILU) STRENGIP AND 90 hs, TENSILE STRENGTH III SIMI COMPLY W/ fl�OHOA BUILDING COC[ SECTION 2. I I ) 3 A 6 BUILIS TO K ASIM A-30Y GkVANIZED ��TM. OR NSi 304 SIDIPIES VAINaL.SS 51111. WON 36 �, AANPAJM ,TELD StIoNal. 7 ANCI40IIS 10 WALL SHALL K AS I'OUO� (A) 1CL,M2M,rQV=_CQKRIETE - �/ 'A TARCON ANICHORTS AS MANUFACTURED BY I rW BPUII(XV INC IAN, V-31012 pg,) . '/4! 0 . 1/6" CA" -IN ANCHORS. AS MANUFACn)PIED V DEVOILT INC (ANN, I'­JOX I,*,,) - 1/4-0 3/4' SOLIO-SIET ANPO�IORS. A� DIS"LIFLU By ALL POINT SCREW, SOIJ & S"C.LTf CO, IN, 11_3000 P..,,) - #14-10 PAPIELMAIr FIENALF. 10 4 PAWIMATT eLUS ANCHORS. AS MANUFACTURED BY CLOG CONSTAIVC.IWO PROOOC'M (A" I , ­3330 PA.) - 1/4'0 CF TAP-W ANCHORS. AS, 60NIATACIURED By iRU-FAST CORPORATION (f'­3600 p-) A 1) MINIMUM EMBIONANII OF TAKON ANCHORS INTO POURED CONCRICIA. SHALL BE. 1 3/4' 2� FOR PATIVEINATF. IIE"t 0 AND PAK" FE PLUS AND 1 1/4* FOR CF TAP -GRIP ANCHM A.2) CALA-1411 & S0,V-SE1 ANCHOR SPINAL. BE 1PAIREVIDEO 1/8' PHIL THE POURED CONCRETE NO LMKOWNI INTO STUCCO 5IRALL BE PERMITTED 1 "4' O- 20 TKWWS USED 914U BE 1 1/2- LOW MINIMUM SHOULD STUCCO EXTr.. no I. MINIMUM '04 WALLS WITH NO STUCCO. AMU MAY W WADED SCREWS OR ALI THREADED SCREWS W/O HLAU MIN WINC out , NiffS A 3! A CASE THA'. PRECAST bTOHL. PRECAST COMPETE PANEL& HAVE". STUCCO On *000 OOAAUS RE FOUND 0. TH( EX*TYK WALL OR RODR, A%C,HCRS SHALL " 101IC, INOUCH III REACH THE "A STRUCTURE BEHIND SUCH ., .RAGC . RE AS .LNI*NED IN A 1) AND IN A.2) (a) 1Q_�ALQa_WA,A_AATN 1;�99 . :/46- : TANCION WHORS, AS MANUFACIURED IFI I I LV BUILDEX, INC - / I . 1/0 . C"k-W ANCHORS. 65 MANUFACTURED BY DC*ALI INC (MA1 I*- 1500 p a.) - I /,. 0 , 3/4. sow - SET ANCHORS. AS DMIRtOUTTED BY ALL PENN' qCAfW, LORI & SPF('ALrY C.0 (MIN f_jaaa III_ ) - 014-0 PANELMAVE FININt LU AND PTAWLMATE PLUS ANCHORS, AS MANUFACTURED BY LUCC CONSTRUCTION PRODUC IS (LON 0".2071 9") . OIL - I 14' 0 OF I'AP-011SP ANCHORS. A6 MNNUIIACTQRFU ITT TRU -FAST 0PIPORATION � .0r,A1 IiAkIll.". 5 1) WNRAW EMKOMW LIP FAKON ANCHOPP5, FLOO PARUPI AND CIT IAP-GPNP ANCHOR IWO Mt , I. BLOCI, UPAS Smi, of 1 1/4' 1 .. . 92) LAL-N Or SOUD-511 ANCHORS SHALL BE CIANOUCO '/#* Nto THE CONCRETE BLOCK LIMIT ,No E . III CC - #� SO C. INTO Sr 0 ViALA. K PERMITITILD 1/4 20 SCREWS USED SHALL ff. I IIW' LONG MINIMUM %�� EXIST. PINO I' MARIAM FOR WALLS MM NO STUCCO T& --Q,. , PAODUCT-EVALUATION REP0kr NO, 2"728 01 2 2.2. TIES .REPORTS; Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #W570 dated 09/18/1996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/06/1 098 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4,2009, signed and sealed by EdmundD Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2_"'fRUCTURAL ENGINEERING CALCULAnQNS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 161 0 of the Florida Building Code. Calculations prepared by TIfteco, Inc., dated 11103/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4- NND LOADS RE3t5JANQL- 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated on sheets 8� 10. 14.15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, 14.15,17,18,19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. -5-MTALLATKM Installation shall be performed strictly in accordance With details indicated on shoets 3 thru 7, 110 thru 20, 23. 24 and 20 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets S. 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawina No. 20-176. "tJ111111thlif".1v , %0"��k "'� TIQ7 , .7!, , I SP . "A �_� . .......... ,/ �* /::k,t1.. 1\,,\rZIEN ,'% . I -1, :1 .. � 4 I.% I �-- �. * ' '__ - � _4 I--;- - .44167 ". - I .::;i.7­_ I - _� - I ! I . I , , * I * , _e14110 : I ., - I/ / I .a:.- STATE OF ­-� JI X'o . � J - ;.., P70810"A � , y * r�­- - (4A %, 816'N­A'1­Ii�%0`V` 11,101PIIIIIIIIIi'll" I . 8 3) PAT CASE THAT PRECAST &TOPIC. OR PRECAST CONCRETE PAWLS, SRACCu OR WOOD BOARDS RE rOQWj ON MIi. EXISTING WALL. ANCHORS SHALL OIL LUNG CP^)GA 10 REACH INC MAIR STRUCTURE BEHIND SUCH PAWJ.S ANC"ORAG( SHALL Is AS MENTIONED IN 8 1) ANO IN 8 2), (0 TO O111ITING BM UANL AP=r_,4ZM_�_�_1_MA_IMi, - 1/4'* TAPCON ANCHORS, AS MANUFACnIREO BY I I W BOA DCA. INC - 0 14-10 PANELVATE FEMALE to AND PANtLAATT PLUS ANCHORS AS MAINVIIA"ED BY ELCO CONSTRM-nQN PRODUCTS - 1/4-0 LAC SCAM PER N U.S. � 7/16*0 Y S/8* WOOD BUSHING. AS DISTRIBUTED BY ALL POW SM'*, COLT & SPFCIAITY CO r. I; wommuo THREADID PENIVRATION NIO *OCG Of TAIWON ANCHORS SHALL BE I 1/24" AMC 2* ;nP CLCO PANCILMATE PLIJII AND PANEILMALL FEMALE IQ C. 1) MINIMUM THAtAOLD PDOCTRATION OF LAO SCREW, INTO THE WOOD It"'MAC Ufffl SNAIL K - 1/1- NO THREADED PENETRATION QVIO STUCCO SHAL_ BE CONSIDERED AS PW OF ME REQUIRED MAEAOUD PERYTIVIIION C 3) MINIMUM EDOC EASTANCE Or LAG SCREWS, MID *ODD SHALL. K AS INDICATED IN THIS UFNWINC C 4) M~IM PENETRATION OF *OOO BUSHING SHALL Of 5/8' 1/4' ­20 SCREWS USED lotft! at I 1/2- LONO VINAMUV SPILIULD STUCCO CXIST AND I* ANNIMPUMP POR *415 WITH No STUCCO C 5) IN CASE Wt PRECAST STONE. OR PRECAST CONCRETE PANEI,S. STUCCO OR WOOD BOARDS BE FEPM ON ME EXISIING WALL. ANCHORS SHALL OF LONG E `H To REACH ME MAN STRUCTURE BEHOND SUCH PANELS "01 ANCHORAGE SHALL BE AS MENTIONED IN C. 1) C 21 a C 1) (u) AKom %PTAIj BE INSTALLED FOLLOWING Al I OF THE NECOMMINUATIOW, AMD SPECITICAVIOINS OF THE AP#CvVDR% MANUFACTURER a PANELS WAIT AL50 ff INSTALLED HORIZONTALLY FOLLOWING WStALLATKPIV DL14LS SHOWN ON SECTION 3 MROL,rm tO (SHEETS A MIOUICH 6) EXCEPT THAT WE40ERS M OF (I SHALL NOT OF IW 9 0 SHALL ME THE RESPONSIBILITY OF ME CONTRACTOR 10 -VOFY ME SOUNDNESS Of THE STRUCTURE WHERE SHUFFIR IS TO K ATTACHCD TO INSURE PROPER ANCHORAGE THIS SHUTTER WJL ONIV RE ATTACHED TO CONERM BLOCK OR wow humt 11"ArINGS 10, EX. REGULAP STORM PANEL WITH LENGTH% OVER V-5 THROUGH 12'�4'. AS PER SECTIONS a. a. 9 4 10 ARC ALTC7BNAFVES VAN, 7, T=IOW ON SRERS 1, 6 6 12 RESPE)CINELY. SHAPI HAVE A 'LEGNILE AND READILY VISIBLE MARKIW� INSINUCTINCI OARR OR TO SECURE PANELS "I" APPLICABLE RIERIPPORICEAKIII "ANG, PITAKIDS OF HURRICANE MARIANO I I 114L INSTALLATION rONtRACTON LS TO SIAL.,ICAULA 41 SHVITTIER MIMPONICIPIT EDGES 4140CA REMAIN IN CONTINUOUS 0OATAC1 WITH THE OUVUUNG It) PRIEVINT WM/RA)N INTRUSION 12 VORM PANIC, IIIIIALLAnON SHALL COMPLY MIN SPECS INDICATED IN MIS DRAWING PLUS ANY BUILDING AM ZONINC RELVLATION1% PROVIDED Of THE JURMOCnON 1104EFIC PERINI IS APPLIED TO I _t (a) THIS PRODUCI EVALUATION DOCUMENT [P I 0) PREPARED ON TKII. ENICTNEER IS GENERIC AND OWS NOT PRCMGE kwOMMION FOR A SIFE SPECIFIC PROJECT, - WHERE tit SITE COMMONS OEIVIAyt FROM THE PED tO) COWRAC70P TO BE REV'00I FOR THE SELECTION. PURCHASE AND INSIALLATION INCLUDING LIPI SAFETY Of ING PWXWV BARD ON THIS P I D PROVIDED HE/" DOES HOT OCIA47E FROM THK CONDITIONS DETAILED ON r�_ DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONIAWTOR'S RE-.PONSLOPI rty IT) THIS PRODUCT EVALUATION DOCUMENT WILL RE L01,1SIDERED INVALID Of MODIFIED tdI SITE SPEC' VC PROJECTS SHALL K PREPAVROD IN A FLORIDA FAEGSTMD ENciNCER OR ARCHITECT AHLC>I WILL BECOME fW ENGINEER Or RECORD (EQ,k) PON ME P`KUECI AND WHO WILL K RESPONSOILE POP TW PROPER USE OF THE PtV ONGIRER Or RECORD. ACf*,'(, AS A DELEGATED ENGINEER To MF P ED ENGINEER. SPIALL SUMMIT 11) THIS TATTER THE SITE SRLCWIC DRAWINGS PON RPN" (e) MIS Prb SH41 WAR ME DATE AND ORIGINAL IMAL AND SIGNATURE OF ME PROFESSIONAL C NrJN"* OF ACCORD THAI PREPAPED IT 14 SHUTTFA MANUFACIVOIA'S LASIEL SHALL HE IMAM) ON 4 READKY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1700 9 3 Or RORKIA BUILDING CODE ONE LABEL SHALL Or PLM= FOR WERY OPENING LAREI ING tO COUPLv WTM SECT" t POOR 2 (IF THIF FI.ORIDA ImOINKS CODE """ 0"' Of OSED To 01!!%_ I ;V= IN THIE STAR Or FLORIDA I INSTALLATION DETAILS FOR REGULAR PANELS(l) & U INTO EXISTING POURED CQNCRETE OR CONCRETE BLOCK STRUCTURES .ANCHORS 01111 SCHOKAr ON CONO" AMC-M , "A"'A" 9 I CONCRETE $W.M= (001! 11CHICKAX Cw____j 't, "Un 8 Mocuo, 9) I - A.- � 1 CII;"_ ­ 0SCE w�� ON ; - "M 8 oamw I \ � r� "WING POURED CaNCAM Amuse. - I I . : i ­1 I IW� , .. I -1 - �­ - � I D.. \ \ , �, , \\ 11"w"I CO -CAM ANCHORS (so SCROAXI 0. NOCTS I THROUGH -T - _�A � A. - I /�' _� " ­­. - "WE" - ROOM 'I, CORNICE RIOUPIED \ , .. - A_ .:, 0 4 .. . I I ". 1 _ amr-K, POLMD ED COMM" lo.-M i T. _. �,_ IT I , . I.- -4 ; , ,� � : I ". �!I;) 5; : . FXMV4 POKARip ED CONCRETE CA CONCVM BLOCK: REOUMM __J;�; /A. . .�� 11 . I - I IW �� I I I � : _7 71 ___ ' J "'B"'I"""' ; i - W_ .1 - -.0. .--.. 1� I - I �� I- I 11 � � : 4 ! a E-D. I - �, 1 2 ; T POURED . ri7'. 7 " U_ ED - I# - I 1 R onroo - � I I : -4— 7, CONCRETE ACQUIRED., I ::: I I I � ". - � .4 . � ! I I 1 �4 1, 4.-W'. i _.,: ; i - A ; raw "A 0 A V166 "S - � 12 Ilr CC "`BMA I : _T 9 VIA i : I '13 I m SMIA" t % = ; I 'a RA" i inot,=" - � . 10 IIII­IraA - vm-.r- I 0`04" � f, UP PILIM I . - 1.2m, � . ! A ! � : ; , I I . I tmnYM;. -) I � : 5 i � 9 PAKS : ,o, . . =�L I : : _G) - : i ; : ; I ; I III ! : I : : : (ODD I : . I CIII" i i I '& i ., 1 , :. I 'I ::, � i , i .9 L 1 46"21K 1 1 .1=V.M.* ., , ra *_ I OCIP, OA 0 9 � - : tVaV,sruve I ; .2 'Ir 0. 1 I I E �, ,� 4110 i : 4 1 -2 'Ir tLc E.G ., 1, "" I 0117*4 pok.0 ED " I I Aw.r I C,H, �, g=�EIA� " I CONCINTIr ON I I INION, VIA) 0 I i . i �� I �-' � .C.E11 . : I . I 12 I/T` at r. : *.il I CONCRETE BLOM I , tal�,, REQUIRED �,, � . L _ . r I IIIf ­­­ ,- . � I,— ''L REQUIRED I . '/2- : �;=1,1:fflffi . � , '\' - r k C� "I .i I� � �Jr'- , � _- -1 :�y ; MOTOR; PAW r ­. ww, I V. ' . I CONCRETE -IS 't ' -0- REQUIRED, 1 ,14'- , ,.7 W.) COMCMM �r T , CcMCAM ANOOM 0 _ co.crcm ANCHORS VAOWKD W/ SKIC CHIP , " - M,r .....: .) . -�- ism SCHDOULL ON 4 " MIS TMMZ *I SHEETS; a Mvto� 9) WALL M9UNII CEILING MOUNITINa SECTION I lkma scALE 3/aHIs- Will 3/8.,' I . ,-- .1 I ; I ! SOL 14.10" i 1-01 _� -%.=. - I 'a GAIN, : : I ; � I .c 0 � : . : 1. 119"ge" , i - ; I I . � , `77i7lm, �!77777 777, " �, I I CZV`UUR`D -'1/4 : . REQUIRED. � E.0 , . , � ww"Do , == ON \1 smant; a TKWUW .) CEIUNG hp IIIJ21iffeWNTING SCALE 3/1R-l' I 1�i`l �` "'. _____-, W Z, � 4 W16 INVIN � * 9 It I' " I - � (1) 5 1 1 I I Zwr. I ..., . . It Ilr or . -.1 e I . � , _j� _I�A' , .�, L_ r,4 , _yM I � 4, — M..- ._) t,,, FF .. ONK," ANcHan - . f Cg� �Ii so�t 0. ,\ , W CA'I,. .#.IT CI ... .. , [�illia-mollim",.Ill.,Ill �541J�,IIA I I i PIL":.�Q' I . . 4 I N_ I - - 11 ,, Tir., I I 44767 ' 1 - , : a I * :*11 S. Ir"ITI, _ . L. NO 3NEXTS 6 ,.Vmlom 11) ALTERNATE JN!JW MOUNTINO WAS 3/9-1 - C.D. - EDGE DISTANCE (511 SCHEDULE ON SHEETS a a 9) I INOTE FOR COMBINATION . TOP & BOTTOM MOUNTINGS CAN Of COMBINED IN ANY WAY TO SUIT ANY INSTALLATION . I FLORIDA BUILDING CODE (1,119h velocity N SOM ELMOL TACL 20 GAGE GALVANIZED STEEL STORM PANEL — GLOBAL PROTECTION PRODUCTS, U. ILIECOine \ 4= so. 31 VFW IPIRM AA CMC�Cor= OMAL ft 3331. k11_!!A_ X - ___ __ __ INVA61 M4)00-"-& NPIL 0")"W-0"7 __ ,P DOM wt. - W/u/No CAR, . 20-176 SMARVIC IN; , emm - OF 26 FRQlDL1CTZVA1JIAnwkEPM!F _740, 20,0720.01 3 L MATERIAL CHARACTERISTI AND SPECEIGATIONAIL Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No-20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. 7. 1.31111TATIM AND CONDITONS Of -WE; 7.1. Shall be strictly In compliance with General Notes No. 1. 8 thru 14, Indicated an sheet I of 26, as well as General Notes X 1 thru 4 and 1 1 thru 16, tindicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by TiltsoD, Inc. and signed and sealed by Walter A. Tillit, Jr., PIE. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of Me Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame sbixtiras. Product Evaluotion Report prepared by Walter A. Tillit. Jr.. P.E. (Florida License No. 44167), President of Tilleco, Inc. (Florida CA-0006719). "'ItIVII11001141",$ ,k,!�I�i�-Ik- '1144i�%," N \ ... .. ,; , I I �?" I V I. :2LQ IT..- \�CEIYse �� . 'N __ __ . . ,__,;t;�_ �:_ .44167 ' 1 - . - ,: ... - _1_1*1_____11* ,*F _;�,'� 1 4� . -,---A4-, STATE 01. �.� . � I - I f %LV,:-. ,'40RIV I, I I 'i�. N, "e - - , ... . � .... t %;,4/6 A`l., _ 11111;I11111olo0e WATLL DI TILTECO AnMON RECORDS I P. S. REFORT.20 % GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE GALVANIZED 57EEL STORM PANELL ORWO X M1761 REPORT OX-0728,01 . I I L I ECO wc\ /f 1: �L `*_ TILLIT TESTING a ENGINE --IF CA IT - -_ --------- WALTER A. TXUT, M, 11,E tiltoo0@30I.Coln - -F I'k 2`� 44`6 r PRODUCT EVALUATION REPORT iLMIPLIPM.NI REPORT NO.: 20-0727.02 DATE: J uty 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY, Storm Panels PRODUCTNAME., 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 010W FratUgon PrOduCts- LL 4800 S.W. 51 Street Davis, Florida,333114 1. PURPOSE OF EVALUATIOR This is a Product Evaluation Report Issued by Walter A. TIlllltL Jr., PIE. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 610120-3, Method 10 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-t. PRODUG1 EVALUATION DOOMNUPALM). Drawing No. 20-175, tilled *24 GAGE GALVANIZED STEEL STORM PANEL", Sheets 1 thru IS of 18 prepared by 111teoo, Inc.; signed and sealed by Walter A. Tillit, Jr., PIE.; dated 07/2712D20. This drawing is an Into Rl�,o a Evaluation Report. -ONYz*,41' 01 �'� III:_ Z/�-% , � 0. - - .., v,,,r,,, - III. `v %.T 1 7 , ke \rVIENS T ._%­ All 4;L� ,C. *. - _.�----�!F;�. �-'-44167 .1. 2..-I�e4*4'. , * : III, /' - -92" STATE OF ick- I .s,� I k_�01 %.'P,,�-.,`I�ORk0,.-­,:0 6355 N.W. 36th Stmet, SuiteI;05,Miam� Florida 33166 - Phone: (305) 87I4W4W(3n . W-1531 GULAR & LIFE SAFETY STORM PANELS (SCALE 1/2- 1") - I I - - - . � I 15 196- (TOTAL WIDTH) - - , I I .. - I I 5 IIPO' (TOTAL WIDTH) - I - . . . 12.500" (EFFECTIVE VWM) � --- 1-1 _1 I - I . ­ - - � I 6 1/4, � - � I- - - - 6.2w � I - . I I I I .- 1-3po- - -INIO, ­ - 1.3po. - , , ,,�W' � I - 500* 1 1 , ­1.350*­!� , DOM* FAR, MIC- ,- 1.350- ,.-'t, � �AL I, I I I I 1�, F - - , , F� ----- ;. QALWJ4ED STEEL - ,W , _� . I K ASTM A-03 /I,- , - "..�,. � � .41 2. as?' � 90" SO . , - 3, � ..� I I I I . III � " ' - C-80 CAV EDGE- , I `�"""""""­""\� I X /�_� OKETAX 1, - �, DETAIL A_! 657, = =k /�. 06 COMM V , " . 2. * �.. Z , . �,; � � . " * I 11.10MID 1, 1.0, AST A-153 1 1 7 2 _"`""""`I " \ 1, . , - 2. tl�', _., t W OALV __ �y MCC 'o, 2111" 1 1Y7P " , , a- So , N 11 , -1 AIL A. � I iWAR, A 1 46.ff I -1 �_ "O" \ "' \\n,= _ . . . . - . � - - . � � - - - --L ; __ , --- . � - - I I ,' -I/ L-,.Sk- I - - 6.250- - - - T.3,7.W* T STORM PAN (g END STORM PANEL 2.157- - , I I.-, , '�._W­ - , -1 - 11 - .­­___] Awn IS ION) LAP 11 -1 .,- ,�', I I I _-So I C. - 2.,07* - , 2'. "' -M .12-f W/ 'ICAsaw tuct. ,,, " I-". 1.25 100' - - - - .7-: - ,�'& AS ;g - - � - ,� .too* ---I I - ,.V5 r Is $no WAWD SIL =3NMETU) .IW'- ­ -T----,-- TO 7 9 TO ARGUE 0 I 1>1 , I ,-_a� : ---I W_ . t I I, ,,,a,, /�,', - . - - _r - , -1 4 J ! :2 1/7, Oz y _,�,�:, -I . "I , � ..,��, 10,08, 3.3,5. 100 . 3. .t _I §­ : , SED // - `�', ��< ". " F 3- .093, 1 . 20". 1.560i $a 0 . /I ,��- - 21213 , � V SEE I I . ,�--;�--_� , .930' ,:��, I _� a, I _0�2w, 1, 003* , 4 ",.i I 1 // I _Z�. 2 125, - - '. I I 123'1 �� .: �.2 _ HEIAMEQ a a 375, t , . - I , " . - ? I i I � I- Ot CL A / ; t -,125' ,/�/ I 37 . i i L-I I I � j �, - I— ri) /I,,. I FLU ft. � WI( - S* M­ - ­ 1�5w' -1 . VIEW DETAIL A '---- E-- ISOMETRIC - 2ODCL` - / 2... . ROUNDED CORNER 0 ENDS OF PANEL'S .rAt EWE, LIP W/ HDAMED EDGE. 4) .h' HUD ANGILIE WITH STUD @ ANGLE WITH (N.T S) (� ,U* HEADER (�) AMU (9 REVIERSE STUD I - --I "M , SEE Ky. - = - f-J 1/14 a 2/1, 374* ­ T 0 9P 1OP IOO1 .114' �.390* PANEL 1W - � DINS. __ . n"o- I 73W - 0 �Iw - I _; L25, � I/.-.-= 3CA Sir ' - I I - I I I I 0- I I SOL OK70 To � � 1.407-1 063' 11. ,._ /---,---.----, ,2 ,/2- CC I - P - �,,C- .!.- L iSAG. I t � , � ) I , . F_ I I� _­ - 1 3". 1 67 , " 671 'IOt 1. 5OO* I 4 8.4 '.34S, IV I 0151" .OJE to* V. . - __ __ \ ti -P.M CA- WAR r" - . I I I : ow- I . I . 70@8* I ) , . W DO,. �- 2.000, - - _Irryp.) 7000' (�) KELY Hou wAsHER " \ __ - - - ___­1 (�) 'F* TRACK ANGLIE (4 3/B' "F' TRACK T nAT PLATED .063: DOW- (MIN.) -� - - Ir- . VIITH STUD GALVANIZED STED I - � 344'10 "opill , - - % 11710 - h � '� , , 4 _ I ..... LY!I I W. 'S, POW � o __1 ( I .�, ....... . r. , . --I I. I � I , 1 8 4r��4 'Z�* ' 003-( .. I C N IT, - . . . * � ,p� .., . 37V9 � ,F38'. 8;5,. � _ I I, . ; _. I '0 . � 1 'I �- .. - . .1 I I 1 . , No L ( 31 .44167 % 75 - . - I 1�� * : . - . .* : . . . * * , I *: : FLORIDA BUILDING CODE (High Velocity Nu( Icons Zone), I . � ; - - - 'A MEMO. MCE OF 'AM STATE Of -'*41: � TATODO. W. 20 BASE GALVANIZED STEEL STORM PANEL 11 ...................... 71i) DOLS. __ TIP, BOTTOM - -_ OF " I .1. t2i:__'_�- TkM- -M WNG NUT .... or, IT' 1A.-I, ­.. OMAIM or -1 (� KIEY HOLIE \�04'-`-. ."to - , I &—____:. - 2.000' - ;6s`­ , , 4 GLOBAL PROTECTION PRODUCTS, U.C. .1, M�H AT PAN �� 't 7-> g ­ -.1 11 / IL ECOsuc Am &W 5, wpm - ,��_� (1) 2'X7"Xt/A" In I , TIVIA., .1 DAM ft. 131N. A&UPMATArty. M "No MR W/W , � _VA`__1Z0 20-176 I ARM .. � %. - WAr __ . - NPs9, ..os, II IV hLUNINUIld ANG MONOLITHIC WAS-0 W/ ADDITIONAL �/ I - O"_CA,__00"_74ON`­`" )M-n,A VAX* . awam ft =r-11-1r.== k WALIVIONATURILAMN - _1 M i ; ::: ow I WIN, I � . - INSTALLATION DETAILS FOR REGULAR PANELS Of A 61-PA END QMW DErALS FOR INSTPUATION IN PWO GOINGFUL INTO EXISJING POURED CONCRETE OR CONCRETE BLOCK aPERM M= OR WDOD : =n"M"'. ,Vj�*. ODACRErt ANCHORS 1.q (.* " VAUD FOR MAL LIFE WM AM E-2 " SEON PAN13. MTEM . `11 - , - a BOOM" ON SHOT a a 9) cm 'OOLLILE ON " " 4.3 4 1. ., T, I � 11�: SNIXIS I THROUGH hIP,,_ "'ji It * i .1 � )r I __ � .�' �, -,--. I T1% I - 1-11-1- " - ,-I - * I - -i , _r_�_ i I i 11 � 14' Vs& _ L - A. - I =c"'I 1.6 .� � % ) , � 1.11 (�) i - 1111-0 I � � I " =.- -I J-�. , I , , - f&QURM ,� i - I . 11 WOMIN' I � , I � I) _=;J� I , ", I - \ - I, - EU , � i . . � I .1 : 4�,, �,, �] I � lj'�17 ,� / A-., L-2)-(& 1�1' I 'a . i � __ .1 WARM I I I - A '. � i I r, .. Im ! - r- WIL e I I � 1� -i'.:­ L" J,�, OKISTING fouso , : : V= JW . AVIL - , , �lr -"-- . I i . 0) � CONCRETE OR I - � Ww'.." ,\ . .L I-W, 6 CONCRETE BLOCK : ji. '"' , I % L� I , , 1, ! REQUIRED. i OD 5 _,__Z. _,�_ _J ! 1 1 1 (M;w I" ­4­ , I : I : GAMAVN) , 4.!ZI AA ! , � : : - . `IP- " .�. - I ,�, ��,_ I I L 4 i UIL:11ig I I A, � V -1 S.CA"Ll 31 6-1- -,-" .4 am ., 9 ____� I, .N` /N. tt ; wilt-11CPCIP I ", i AL W.I.VAW --" " : :, I : M SOMPRIAL I =. IV m VIA ., V, I I UNIIHEE's .77. - - ' - =_ I ".M.". .Y. �7 , I. I i 1� I . i VE W � - C �___ . . I �� (D AA QW, I ,-�4 . : I i , : - C � ou�T� . - ... 1 " a." : I ! r: r. AMF L..- - I I :., M 1, I . I i =V19 i ._/7 4� -�e_ - ., I I - I __, 4 - I i 71�, �� I i I J% =.%= I 11 M, I"11. ; 7-1- - �, i :_ .'. 14:­ �, � ,,I I I , . '. " '� . I .A�/4. - - 1. _�'.O�,,, � I ; FAA` I CAPIST." ,"ED E D 1, �,, 9- I � :1 __ - -Z I M --.TL- CONCIRM am I : i I t D � CASE C (PLAN) COPKNM KOtA . .01AND �,� I DISTINO POURED - I I WALE 3/tIS-l' CAM�Dp) I 11 CONCRETE 09 . - - - _.i; : CONCRETE BID" 1; 1; t= I _._ 4:; I " , - __ - __M___ _e�niiyl - �_ REQUIRED TP* . , 1 4 ." " - =40"Ar- I . , _1_1 I . 1 -,3/4,- 1W NAaAAN` AH - A =,"`,C`.:= I" CON" ANCHORS - . 'I., . . . � J -,.Ej,- aw, ! M.1-4- .0 - V � ., - I . 1, � ME SCHEDULES ON ism I . (�) - - - I . - PLUS OR or TAP -OW . - �: �� I " sink""I SHOTS 0 INWO" 9) f , .. .ft,,W,rRPw,% O"POPPROST S-CM a III 9) M.. (DALI �� , NUILQ Oul MOUNTING \, ,,r / N I , SCALE 3/8-l' SEEMN 7 I — AND, 'tX" arta— "'. , '\ I I - (t)-o w� WVMO - . A , - ' — = uRp:-t. I \­­/ = CXrSYNG MR. I NG * NEW I' WIDE � VAIIIES L, 1/6' E.D. AP, EDGE DISTANCE C-1) AA 0 . CASE IF (P ) . THICK ALUM TUBE OR ta A SEE SCHEDULE ON I ' J DOSTING STUCCO/ P T WOOD PLATE SPACER J SHIEFTS a III 9) SCALE 311R� WOOD SAW I I _ I III . , ; I T,�!) �, , VIEW I WIDE . VARIES A I/W IM: I _� AULAW. TUK OR I* . VARLES _� , I �==M I � ! I I UP. WOOD PLATE $PACER I I TOP III, BOTTOM MOUNTINOS CAN BE: . � No I 1, I I COMBINED IN ANY WAY TO SUIT ANY � . � .1. CONCRETE: ANCRON L I I INSTALLATION "M41pm, ', - i T ISU"SM.": .] .".111, "11 I _�ACK C., - .X '� A kr ..: MU., -) M C_�4 ! '1± ; - . ... ... ... , ... I. _A� .... , EMING POURED - I ;�' I FLOIRIDA BUWMG CODE (High vel�qcl�fy 0 cot's CONCOM AAKHORS -- 'N"M OR - t-, - " tmiomt aPoN, It III I ... -C-'-. - , : . . - 11 .300 IMECO, WC IV (m 1 1/2^ IC. CONCRETE BLOCK " rOAAL as ONO" 'HAII : 20 GAGE GALVANIZED STEEL STORM PAWL j= I I S"W"I'Vow"Op" 'a M - I 3, ANIA. IWOUIRML 11 No 4411i7 I". I . I ,�__. , X6 SECTION X_X S*- I * ,�(' -_ I 1. '­­ � �_> - PROTECTION PRODUCTS, U.C. ""tw" DETAIL FOR SPACERS REOUIRED AT TOP OR SCALE 1/8.,. S ..'... S TE9-- - �_ '_ I �, 11LIECO,aI 4" I's. &I ~ . , BOTTOM TRACKS AD ENT TO STUCCO/WOOD SANDS '.... A ..*, By 'k gaaNw - n- 3'"" - .. pt;",t FAIL )M."* FAA, (W)MO�- - .., .. I _ 9�wQ ,NOM,. Ew Dw an, 20 F �_111 � � 2-L TEST REPORTS Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lob of South Florida, Report # 0814.01 -01 dated 03111102 witnessed by William R. Mohner, P.E., Bortz Moroz, PIE. and Henry Hattem, PIE. and Report No. 0219.01-09. dated February 25, 2009, signed and sealed by Edrnundo Largaespada, P.E. and Henry Harttem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida. Report No. 11 23.01 -1 0. dated November 23, 201 0, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13.2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No, 1OKM-1 318, dated December 1, 2010 signed and sealed by Jerry Jaclofano, PIE. as per ASTM E-8. 2.3.3TRUCTURAL ENGINEERING CALCULATICM, 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 Tilt000, Inc., dated 1211 8/10 and 08127113 (for this revision), signed and sealed by Walter A 71111t, Jr., PIE. 3. MISSILE IMPACT MISTAKE: Large missile Impact under section IeO9.1.2 of the Floncia Building Code, as per SSTD 12-99 Standard and TAS 201. 4, NND LOADS RESISTANCE& 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Stsell Storm Panel has been verified for code compliance to work as a non -porous storm Shaer assembly, as per SSTO 12-99 Standard. ____ ., - - _X= _F�E � - ,- _ _ ---- --- 7.'�� -2,1� . V(_1U9 I A�6)30,111,vl,l I It = 5-INSTALLATION: Installation shall be performed strictly in accordance with details indicated Oil Sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as Indicated on sheets 3, 6, 13, 14, 1 5, 16 and 18 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6, MATERIAL CHARACTERISTICS AN n SPEr,11FICATION& - Shall be strictly In accordance with General Notes and Components Indicated on 40, sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D,), drawing No. k�-J 20-175. W Anchor specifications Shall be as Indicated on sheet I of 18, of Product rav-, Evaluation Document (P.E.D.), drorwing No. 20475. I WO, Z ::2- 7. LIMITATIONS AND CONDITIONS OF USE: WOV,01111 7.1. Shall be Wetly In compliance with Genwal Notes No. 1, 8 thru 14, Indicated on sheet I of IS or Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilleco. Inc. and signed and sealed by Walter A. T111111, Jr., P.E. Z 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES __""AAAAA as defined on section 1020.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete. concrete block, and wood frame structures. C, Product Evaluation Report prepared by Walter A. TOM, Jr., PIE. (Florida License No. 441e7), President of lifteco. Inc. (Florida CA-0006719). ,�-!0,'..-.-­---.---.-,�," S, - 4&.,---�pN,?i.,.,;$ I __119�."` - . . I --el-it� _Z :�"__ - �T I J --. � 41-67 7. iT,-,:� -11-�, . : WAT%LL ' S , D:� TILTECO ADMON RECORDS k P E. REPTORT.20 L, GLQbAL Paic;,� .*N S, GALVANIZED STEEL STORM PANEL % DRVVG 0 20-1176 % REPORT #2Mn74V5;t,,` PEOMZ. � , S ........... `� e�,� * 'S,,',,�16 N At. �. 1/4. 2/4. 3/4. 4/4. 5/5. 7/5. IIW/10. 2W/10, 3W/10, 4W/10, +6/5 GW/11 BE 7W/11 �!IW/10. _3 MAX_- ANCHORS: FOR CONCAVE SU SCHEDULE ON SHErTS 9 OF 0 � - 31 kMLX_ 1: MR, POP WOOD SCE SECTIONS ON SHEETS 11) 11, I I � _­_.__,. ". _.. - ___ 0 0 1 . 0 6 ______ __ --.-..---- ­_ -1 -----' . ­­1 — - _1__T__­__ 11, I .! D.M.,02 .0.(�)- _`____ 7_ - 11 t I ­ ! ____�_ 7� _­_ i-11 .. i r,--y--­T--r-- :. , , " , -1 ... '­­­ , I . I I I I I I I I I I - I . 7- � - - i -I- i T- -#-- _-_T_ --'--- _` I 9��.@+@.(�) , , 7 I I 771­7 I - J I . I'! I I I ; � I I I I � I ! 1 1 I I ! 1 1 I I 'I . I ; � � IP I � I 1 ! � ; I � � I i 1 1 ! I ! I 1 1 , I , I . I i 1, : i : 1 1 I 1 : ; I � i I I 1, � � I ! I I i t � I ! I . � 1 1 1 ED 1 , I 1 L 1 1 , ; I I ­ -I � i, I ,� - L-- 1 I I . I I 1 1 - -_ _: ! I I [ � I I 9 i i ! I I " � . 11 1, . I _1 � T - T , i � f i . I I . - 17 �, i I . i � , 1 4-1 � I . . I i ; , i � I � � I I , I , i 1 , I .. I I - L I r I � it� ! � I I I ! : 141PI I ( I I � 1 I I i , , I - il I I ; ; , I I . I � - � ; : � I � I i i I � I i ; � I i � . � - - - ! i � ! � i I 1 r . , I i - - - I 9 ' - I BOLTED PAR Vil I/if-ibal I I !UNBOLTED RAN , - 15 LAS ! ; , ; � . � " I � / ,/.. . i/3". I ;_ � 11' � $S M*s - W I (SEE SECTIONS AS I I i I WINICHUFTS 0 EA, OVMAP I I . I I i "' PIPLr-ASILE) 1 ; . ! I � � ! � � � (SE.E SECTIONS AS APPLICABLE) I I I i I � i � i i 1 1 I ! t ! ! I I �J I I : i � 1 . . � : I . 1. I - " , I I � 1 � I i 11 11 . I - 11 .- � I � f � " t. � � i I * - ; I 1 1 1 . , ! ! � � I I I I i : ED , � i I ; I I I ; , I � 1 i f � I i I I i i 1 1 i 1 � ! i � I i � � I I : k � I i � � I I � � � ,I I I , � � : � 1 ! I � � I I i I . D.M-.(&.@,(j).-_�9 9 . ;,i4 i - � . - 1 -I I I � -I . - 1 ___ � � � I I � . . ; � I ,7 - - I _ 1 4 , ; a 1 I ,1 I 9 ft . Is -I -- � - � ,ji i 11 I ! I I I G)_(�).&@- @.I- '. AMU, r MAX , - I* wu 1/4. 2/4. 3/4, 4/4, 5/5. 7/5, I' MIN - � �_6/5 IW/110, 2W/10. 3W/10, 4W/10, SW/ I 0. 6W/ I I & 7w/1 1 - ANCHORS. FOOt CONCRETE SU SCHEDULE ON SHEETS 8, A 9 - FOR WOOD Sri SECTIONS ON SHEM 10 4 I LS T�71) & 64 ELEVATION N I.S 217, 1/4- M. GAIP (PAN CNERIAP -1 WHOLE VALLEY) ,_.-A -­ - - - — 1 77,_ \ i/4 . ,Z!!c_'%\__j��7`� - %FII \_/ MAX GAP A .40 � 00.<�-,00P A:.... - 4­�,% .. I. --(� /'� .'I'.. N .."'T FLORIDA BUILDINC CODE (High Velocity Mur Icons Zone), 1A el, Pow. TUM W. rp 1 .: No 4067 ', * 20 SAGE GALVANN!ED STEEL STORM PANEL OPRON W. . OF ,----,-* -_ I SECTION A- i TIT*. I . /m/� N.T S, - . An GV -_ . 111MIEC0.01C GLOBAL PROTECTION PRODucTs. LLC. 4, CAM _11 , I MAND S... A, so "izN�;,; 11 ,W Ri .1 _"L`a.1Z_._1C_­=X_�_ a". FL I 1. ...... .� / "MAR, (MMANA-154 r- CB.)Rs_sN, 20-176 - a--.- - ONO-- O1APVK LAP. . __ cA-awaviIiI !�_! 0;t 6NE.:14-- =�A;Z�;../.", MARDI, A Ad' ., PE . I - 04`17 3 OF " , - I INSIALLATION INTO EXISTING POURED DETAILS FOR RE9ULAR PANELS(1' CONCRETE OR CONCRETE BLOCK STRUCTURES W.40ft FOR CONORETE SEE SO4EDM 0% SHEET 9 - I _71TICE, ==X.EIQ - - WICZ=W.C. I 1061 SIVF SECTIONS ON SHEET 12 CO,=CX REQUIRED CONCRETE ANCHORS � Isu SCREW am WOW= ---- MIW.R = 3' U.. RICOLAIND I. " " 014" - - I .W..:. - 2.WQUQ CON, go 67' 3" M.j JILAP 1, MAP. ��Iww wum I 11 wo - - I . . BA 4r � SHEET 1) 94M 0) . . SHEET 0) I L r*- � I # I s 0 ; a " I . : IR 4 I I �, I I . ,. - L , ! � - -_ i I . ; 1. I � I � . � , ' —_ I L I , I I -4c " 41 __,r_ J 11 . nz P . . 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I � , I I I I I I I � . . . b'. � "., 11 � ,/.-­Nw,- , ; I .w 8 � I ITI gm.� I I . I I ')� 9 :;,/.rA=,,., .� J ! . i :;X.-Wi;A0 I 1 I - I '. 'L :,/.-.-2ft" 1 1 1 --.I- :.. "n */ , i 9 1 34, I - , WX I 0 I 0 �`+ I I , I . . a" . I .1 I I ! ; 11 -I' I I - AM . � � � � : I I I I I , ; I � , :� �g - 1.� 10"FILAP 1� , I I , I g 1- : : CACLA', .,. ,; ! i I � � : : I I . I I ; i- . - '�­J 11 - - - . I I . �, - I ". I . I : i i I [-:-L!..,--- �0,11-- � !, . :_ I : 5 I I : 1 ; 1 : I ; :1 9 I I .L - .21 ;iFa,---- I k".1 . I : ; ! i OR �_=* ! 50X. Z21LI n- ! .,5 -I- IL f . - - I � =5-vIl : L SOX - 3 'AN.. .- 0.11 $- ;.. � �n._= INU ".4 - 0 0111 " M.. I - Uor t i i MAX � 1, 1, , � I VAK � I - : ! . (11 - , i , , � .. � OF *I . 1: .. i ,� 1 " MAX - ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 2 .. ,, �. . -, .; � : 1 %, I � , - 13 FOR WOOD SEE SECTIONS ON SHEET 12 11, EL : I i . ;X,xr III, VION, .. ED . . I 11 : 1 .. 11 k 1-0 :. I I '_ . REGULAR STORM 41 !ff��, 4P A, o, I . . . SAA, 0 12 :, � I I , I I I . � 'Ir at i t '* ; , � - _:, , I I Lr 41, � ,­ � I --ez::O�, 5 ! � ! 1/4. NAPA. UAR -'rII- �'..� I. - I I . :"", � - 4114* 1, - L I , .. "� .. I ,/4'#­n3/4- SSL BOLT -il: �, W/ 7/6 .3/V* WNG NUT * I I �; ", ­­] I ' I . ; "I * `������ 2.6r (MR "40 III, *01 IRILM - - (Q 1. - ­_­ ­ ­ - I I ---- I I - 1­ ­ P p 1 � I ,,,�011l #. - COMO" ANCHORS VAGGEM I oc 0 2 I/ 2 CONCRETC ANCHORS (W SCHEDULE ON ! COW AMCNORS i NNZ SCHEDULE. ON I /4 . W. CAP 1"M 1) I . ' L . \,-171 I (3 W/ SCAD CIVE sctgo" am SHEET 1) sWFI 9) 5408K On W SECTION A -A (LMJ ggt� an ,,am . I�C 101 MOAM BION LiNt WOW" SCALE 3/32"-i* REOUR" IIPLL MOUNTING IN SECTION SCALE 1/1". DIRECT #AQ *" QUINTING W11116WHA '�M'p 9 - Aul. ". % A. T14i ...... ., " I. "' . III .-. . EN *'-.T FLORIDA BUILDING CODE (1119h Voice* NU come Zo E.D. - E7 I T ( EVON NQ1L_EQff_CQhlWDoN_ OF SIFLTM& TOP & BOTTOM MOUNTINCS CAN Of 1 I I . * :I No r44167 '. I - _ , ­ [Oti * ­ _ , , � I .. - - - ", _,, . -'.' TF r�� _... - 110�1-- 0I,, � FARM - 20 GAGE GALVANIZED MEL STORM PAM GLOM PROTECTIOIR PRODUCTS. LLC. / 71—L rE _C0 I., count W 071MAM MR. , ;'41E , .) 5 COMENNCD IN Aw BAY ro LIFT ANY INPALLATION1. �, 0 .. I I ON LW 5, Now DOAL M 30. � I � RI IS ��, X,-_11 I - ... 11.1 / ..... 1411, 11 . .. ,VVIF, - 9- I ,_ Y. __ POW' (ft4)M-rAL AAX (".NO-M? - a" ...I- 1. " 20 . - 116 ow - ..."III'MNI-Ka" ft. ` � i 1 . ii I " 7 ,�- . owns ! I - . - WIN IPA' , I I . I - . I WX I -&-o a) a) .0 Cn ­0 2 —Cu > 2 a) .j_- '... .0.., 0 = -a a) CD Ca. C:)- C 0 0 " C .— 0) cu -&-O 0 -0 a) .4-0 a- W - a) :t::: CD -0 0 0 -0 III= _a C 0 a 2 21 = 0 a) 3:: ICU = 0 0 = U_ ,,- 0 cia > Cn .— Cn (D ccnu L_ 4-0 U-4 " CX F= � -0 'C' = . — - 0C C/) 8. A< cp CV 6 C17 0 ;� .IIIII 0- cv - C.4 .r- . % to C! 0 0 P .r-,. r- r- - .0, ,!L �_- ,0 - 1 -a 4 -* 0, -0 4) 0 W . -, c: CP to to ;­ 0�. -.:1. .0 ;P to 0. 0S 0. -5 2� Is IIA"II Z Z W I MJ V10-1, 6 '44" 07 nA =3 CIO W C CIO 0 " " = IJIHI 2 < Z Z < _J CL _11I (1) (1) -C a) ICU > 0 L_ CL CL < _41-I-0 0 =3 -a 10 L_ a— (1) Cl) ICU M SHEET NO. SH 1,0 n\V W L _ N Cu ^' O }fW V L R aIOIWM , a a *W • WALL AND FLOOR MOUNTING INSTALLATION FOR �A �'�`� � a a Q 0 O SPLIT PANELS c• oeTr • m o NME M MAXIMUM A.S.D. DESIGN PRESSURE RATING j,R,_s f) AND CORRESPONDING MAXIMUM ANCHOR -� a - r �� •+ «� IDTE " i ` MAXIMUM A S.D. DESIGN PRESSURE RATIJ� s t.) AND CORRESPONDING G SCHEDULE FOR REGULAR STORM PANELS n AE ( INSTALLATIONS -(p.r IN INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES CIO ` l SPACING wlrlm , - .rr'.:toc _1 ,.,_ ;M ;(; ram•-•' -,--- ,-•'---,-- MAXIMUM PANEL LENGTH PRO SCHEDULE ♦ 1 oMKRfn �, ll/+.1 \ f_.__ .,ypn I - pCW,f _ (VALID ONLY FOR PANELS 1Q11 @DISFA11A71pNS A6 PER 6ECTIDNS ,TANNIN ,D. ON 57[tTS {. s k 6) v AibIIWEp E , IY0• I 2" t -i • _ to . tln0w1 i C I,• '� RP ,D• FnM W1wY1M AaD. aY. ONLY FOR PAmDum3 • M1A7b1• As POE 6ECIION6 1 n610 ,4 oN 91RF1a {. s a 6) WOaY-._..__-._ WMYIM Ak*f= MPONI FOR ES. - a ,/7• •• __-. ---- - O O L �A�pN P.,Iry y }p �q�1p _ r.. laLL101B1ro RKf Wldlgw 1 a" « Op�IW AZ6 061DN TAKON p 1M-CRP GlX-P IN16W7E RIMtC to INBNAR 0.V5 60.1D Y7 KC„ONa / ! NAxNW PANEL O �i _O 1 i 2• CST f' ,• r /M•N, i M" •j I I +I I I I I t0 TO TO TO 1D �To MIv Co1rIMT0N LENGTH Z' (I.) THEM I I .76A, -nA ]•-S• OR Lm C 1/+' U OCAL= , TIpV a a t M1RC to mcRm CONCRETE Fo Copicoim COIETCTL ro CONCRETE Colocle C TO 0:14c tC OONCN[R To CONCRETE CONCRETC TO CONCRETE: CONCRETE 8r lMdLL ROCK BLOCK BLOCK oNcH eUTD1 eLOD1 C i EtoE OE a411 at QIYN IN' C '• I •aa,a. -77A aT'-a• 10 r-r YP. a a/." Ul0.TW + TNN a a 7 \y �•� ♦y r AIPLIG4}j ,.• ' •'. r.-.pRnw,oi, P" O a/,r• vwN u. .\ O ` _ . mm.TE OR M.VT ar. RIIAK 7 V. I • r N/A N/A N/A e' N/A 6• N/A 6" N/A N/A N/A , (lop) . -L-; n+rr N00, lnelwlai, •s O. -77.o ar-r To „•-T re. 2 VY otiRL�a'N a .. - ----_ �.. Q _7Ea p �pOp� 1/2 C2D E \' tim -; - _ I i ..I" ... i .• .ALA. -+e0 W-+' OI LESS a 1/2• • �T Oww1A►S N 6. r a v0 6` {' N/A N/A 6• - 6" 8' - 1� 6_ 6' - e• N/A N/A -+ (B077pA) -� _—r _.- _ _— �E LL„ i, 1 ' �--' _ t .•` • e6L1m w/ ,/h-70•,' IS Y.a ! wwmft M 0~ • Mp2wm IF R.'a is. It N/A N/A 6' N/A 6' d N/A 6' N/A N/A N/A 2 (TOP) � ./6•r�a /.. a •Qm""�ff 1 -�. j�€ % i • :, , `1 6` VA ._.. N/A N/A .... 6. N/A 1..._ _.. N/A 11. N/A N/A N/A 2 (BOTTOM) V�J 42 -6r•/ Y MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.}.) AND CORRESPONDING MAXIMUM ANCHOR -- ,\ I 561% -72.0 6' — N/A N/A N/A 6' N/A 6• N/A 8' N/A N/A N/A 3 • { (TOP) >7'-6' to I AAn .-r Nr rA. T_r SPACING SCHEDULE FOR REGULAR o STORM PANELS n�s� � � ' �-r+-�-r-r-r r t' / �j„i, rAL I{Ai INSTALLATIONS oR Liss --- - � l�- 1 N p •arf Mt., -TAD P•.1. �• �,,,�,•mWA P, xw sls 8` {' N/A -�- N/A 6• 6' 6" 6' 6' 8' N/A N/A ! (tlO1TOM) ®� INTO EXISTING CONCRETE R CONCRETE BLOCK STRUCTURES - - -- .1 -,-- �•' '••'•� I i;�NbW t (MWA ONLY IN PANELS 1 • NSTALLAIIONS AS PER WZTONt 1 TWA) 7, ON {Mean 4 k 6) e" N/A N/A I N/A 0' N/A 8• N/A 8' N/A N/A N/A 7 (TOP) •/N .' I i": "wn ...1.-row N� i .PD•Ns .p ia1•" tl1P "URN AC.M WPCM wR Lo. - a 1/2- • e 0.. I ( t]{Od '• r - A• N/A N/A 6•r 6' 6• 6• - e• N/A N/A ♦ • 7 (BOTTOM) ,• . -. ` I ` I r 1 Ol!i1011 ,4PCON CF 7M-CRV CNA-w TMOWE rL N Y MNRWR m"A sums I k 11� ti AM a y wE56UE----T--Y6---- - -- -T6- INY WIIMNiDN .) N/A N/A 12 1/2- 6 7/A' a ,/Y 6 ,/A• 6 t/a' B ,/A' 6 1/s' I 6 ,/A• N/A I N/A 5 (toP/eOTTo") Q•� 1 ro wNC1wlE wKCNTE To coll"LTE CONCRETE to CONCRETE wINOEE A wNDI[TE COrrXTE To 00"Clm1E OdeM[If I ..JI/+' _ 1 I PAtsq WN) !LOCH e,Da eLaG e1DCr IOCP r �'1/4- INN,iO• 7,4/k�,NRr+A�,pptr�epa I I 50.0• -33.J N/A N/A 12 1/2• 6 1/1` 1ST '/2• 6 1/A' 6 6 1/1• 6 I/+• 6 I/A• N/A N/A 6 (TOP/BOT70M) •-6` TO 71'-2• V to F� ' ' li POm111REA/ r n' ` r WA WA w/A 4• N/A A' •V• {' NA• I (iCP) tit TV /,rY.• \ a tlpA _�. _ _-. -. "ie•vto I I I. I �_ - 66.0. -72.0 N/A N/A 8 1/{' N/A 6 1/4• N/A 5 1/A' 6 1/.' 6 1/4' 6 1/4' N/A I N/A 5 (TOP/BO7TOM) B'-B' TO IV-2' v' I of ax1 • r W[ Y —� I Fpr va I e• b• WA M/A 6•-- r I• r e• a' I •OTIOY) O P"C" `�j , rN{��e' y 1Y� '7 �a� i • • I I I l.; L I I I -- -- _ .____-1 N/A N/A N/A N/A N/A N/A N/A WA 6 1/A' 6 1/1• 6 1/1' 6 1/+• 6, 0, 10 (70P) N A • OtfbN PRIRnt M1N6 •.-�J 1V " M x r 1� _ r .. e' .. N/A N/A N/A 6' N/A e' WA - Ir N/A - a RAP) -. __. -_._.. ..,_.-.-_.__--- Art O r .m a ..t. -r1.r P.., ,�� _ I 2 T I I T 1 2 1 r WA N/A N/A e' N/. !' I WA r N/A 2 Iplw 4J.8, -4&0 8• - +— - - N/A _ N/A ._ N/A N/A N/A - N/A -- r 6• 6 1/a'�e ,/•' 6 (BOTrou) 12'"' OR LESS I& d W 1 , I — Y.TYv.1V-r ---• ti-'-- -- OR LEA 6- 4' N/A N/A N/A N/A N/A N/A 6' 6" 6 1/{• 5 1/4` 9 (Bartow) WM. AIMM I , .ea.A -12o r N/A WA A/A I' -N/A a• NIA r M/A 3 a a (IO►, ' 7-6. OR LEES -_- ._-�._ .-.-_-.__ W G arnnN 2♦ a (TrP. 10PW i wmo'0 'n•- - - '• " rA+�•• • N'O'� --- O'er r 6. --` - N A N A N A N A N A N A At A N A 6 1 A' 8 1/A' 6 1/+• 6 1 ♦ 10 BOf1DN '� G 1 /-�, x•n . T 7 • • , i t `; N/A N/A e• e' r' 1' r r a (bTTOM) -{ / / ! / / / / / / V I ._.-- C•, M,p(AjjQll ,�.CTION Y-Y SPLIT STORY PANEL ELEVATNNI -•' w/A N/A N/A ey NIA r __ WA e� N/A- - 7 „p,) A s01LE 1/A'..1' DETAIL Z SCALE 1/4'.1• PrAa SCALE I/e•-'�T r 6' --...... - -a' _-Y .., _E e' -� d+ -I�MNIaNxq WA WA a' s• • • 7 Ce01fa,) 49 OS MLL p 7tM N/A A/A 1) 1/1• a 1/•' 17 1/r 6 1/{' a 1/••-. a 1/P. a I/Y 0 1/a'- S (10//BOtT01N) I NAIAN,is�' �` ul A/ uLR VW cN_ucnl7E r 1 T. aMrl 0`0 • ONCE MULLION » eaf Sollane to 6 It MR ANCCft TYPE AN 1"wkY w"KA"ST4FOR e•r/nm W EOM MV&t F6'A'011 40 tiR / -T AM. YULUO/N REIf •OYREC Y,r W SEE N6ETa 10. to ARID 12 FDA ANOORS TYPE • SPACING IN INSTALLATIONS WIND WOOD rMME NROF4 MMMO ANCIM SPKPM AND MPdWW EDW DISTANCE ARE INDICATED ON THIS StHMPA FOR 90 LESS 0011nutOER Apmommouts,ON ��, a ,A•an A A 0) 11Pa 4IOrA,m ON OPIUMM ft= ANCHOR Sham FN MULTPLYNG "kDAm $Pam ON SC„O AE r 1 /pLa01 WIOWING ACT iME OPERATION Nor FMOUPf U.. REDUCECmTIFICYNO �SWING GING W� �KTW .✓ ' C:=== ' I • lkj gm W'"�iAe > +•-6- TO s•-r 2• . r . I/r r.,7 :.. `;{!j Woo Warr BE loss rHAw waMY a HIMM; NORAm mee Loc i � MEN �q5 Lf'�"0nm. MOT i L155 IPACN° 61OG1[D rM EACH AMGIM TYE'E A NICN011S tE0B10. i -1 • ✓ SMAl1 ENNUI INArteN {: T _,.._� • P.N. -,7e P.,. M F I/r. T/r. 1/•1. Ip: 1p: 1NN,�� Mqw Tell _._.1> S•-e• t0 e'-Ir 2• y 6• . I/6'. .SI`'•.ARNNN 7BE _ hmi&"' FHiME* __ - -- A. wpm p w-w �FwiBr-BE rAiiLYiR QNLKN �y.� l taTAr 1. A • • '• , •r . 1PpEAI r s•-•P r6ac"P A. T�11/ _—. -. ---- R, A;,"4m A A N �� _�% 'AAPIII xm. s•-,o• To 6•-D• 2• . a• . ,/6' 167 MA. NY�R som" oq 7 a a 1 s ,n a ��`; �..••••.. 1 t•, ,ERtNo�R eraawo p,� a f 7 2 2 ,n 7 * MLe,Ei a 3,/2.- -- FLORIDA BUILDING CODE (High Velocity NuMcoM Zone) ---- - - ------ �' FLORIDA BUILDING CODE (Nigh Velocity Nurrlcone Zone '-- '-' --" --- __ �jCiE�VE• Y WN ,sw ra fAJ i a 1 ,n a ,n .. J ,/a .. o..r ear pA1 a 1 ,n a Nn • a 1n FLORIDA BUILDING CODE (Nigh VelocityNurA@one Zone yAwRAA� rVe •ap _. - ►OMILL 0 STO�L.ti� T E !RENTED �; F ?� e101O r41�e' «G 10 GAGE GALVANIZED STEEL STORY PANEL r' AaNw6►i6E Illely s 14167 faom 1t/IR, WC. 20 OAOE OALVAN12E0 STEEL STORY PANEl1 rP Aaat m mm" F A•D T 0 R NO. 4167 Gm° t°0• Iw. + (ORIDO r, tr a1MN er: am" fr 7F; M SHOE GALVANIZED STEER STORY ►RHEASECTION 1 a _ aFALE3/e-, E,�i'•.....G-' er n ._ } - * *.'----= �� -- - - _ - _- GLOBAL PROTECTKMI PRODUCTS. LLC. k,C7° a !> -- -- . --- -- . - w FF - _ .. > CLO PROTECTION PRODUCTS. LAC. Tn d!,<'0°f a ,/r — _ _ n - s. u't, ST E ' CLABAL PROTECTKN PRODUCTS. LL C. °f/waotoCIL ECOINe. .rwaW.a,aTNFm ep __ m _ T#�o• P_ IL EC01Ne. .- .7LtL ECOoNe NmE: MULL ONrAN AL6o e.6tALLED w/o STGRM PANELS aN roI ___-_ ---- _ _._. -._ , //]� •sw ew e+ r _ oR•GTrOY SO t141T R 5 LOGRD M 17P OR earmlr Or OPE/ING. �% OWTL 2 3711• > , eo a• F ,/ "�' DAMN k a , . T - --- -- --- qp m m • 19 -_ -_ • oAN[ su,.a 11. NNA vMx..1N1'•x w w1011G 1Ar+Hea-»w. FNI (Aaa)As•tl/fT 2D-176 s•A, u Nw • a Pr .Ir.wlotla 0agaea-76M. fAz LWW►a1Ra(ONE PAM OPEMNO W/ r.NE TOP a BOTTOM) . / ,r.. • N>NC P1.1u A. , pYN m-,N� 1r -N+a r ll r. rMr aa,r ANOR rAu 10-176 > , SI•yWs' / ••••'••x N° rsG-OWlr,6 N�A.r IMNw16 Ne AiAW� 1, _-_- Prr.WNEr.., NAR m-iW �" 10MMNG .r ' (ee•)Iel-ION pm)R•- ', IS ' (1 • lal•J A-c M , ORN P,_dOwLnR A A., PF ,F•tl N E. La/axIN1VRLDNOL m m* A TlLli J. P.E H.1tl AN L RK/MWMTMEJMiF now • T aRN+ t r RI MITER P p p rA A O A., FC e,m f r a• BUILD -Cliff Mollomma SCALE: 1/4• - 1' /M W alp{ • r 0.C. 4 A 1n• ,14 1,eWP IxmM,lr !L NAwM .AEA Y•MA-, - � i/A 1.� N,RN f A' OS '� - �. 1YIMMN �•x Ya.A A6N i � :'r I'. � �� ihl•'s' ,P M 1XULJIMKM ���81STAL1tlON - ALTERNATIVE SW r SCAIE1' 1/4• - I• w I! AI NMNMM M •un BLSTAL TIVE 2w sCAIE: 1/6- r ,• NOTE& 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WREN A.S.D DESIGN LOADS UP 10 +55.5, -72.0 P.o.a. AND PANEL'S LENGTH UP TO W-8- 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE of SEAT DNS: TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. LEYING ! FLOOR YDUNTNIO WALL BE D= MOUNTING NISTALLATION - ALT1ElMATIVE 4W INSTALTIONS - IV TERM►TW 3W (SECTION AT TOP 18 LJWt7m TO +55.5-67.0 NOW SCALE- 1/4' . 1• A.S.O. DESIGN PRESSURE RATING) WALE: 1/4' - I• i Spy it tAo • ,a 1T e.C. 1_1 " Nr...•f.m %N8M81 N"""'"pwLA R® FLOOR MOUNTING 1NSTALTNNI - SECTION 41W SWGAE: 1/4• • 1• :a/r LORD sma ovewho W/ r21.M6•e,/4.Ole .FOR IGF•e U► m s'-o' AND f 1/4' O.C. THS up m r-r AN. DR 1",a E "M" o OR PANU MTE ERGS • D C 1MM 1 I/2' wP. ON To HEADER 1TR ALL IINOM uP MoN SON wed' a FOR No, TO S�'"o"LANL to� I I EON I i 4 1/•' LO.. %WNW ID7M SINS SIA,11N0 W t/4Y-30mr SL M; 0 oft/." C.c IAQ LEWN S LP To e•-W AO 4 /.• or, FOR LDCYM to TO e•-r mm rllfO' MM 00 $14-10 PA161NR lOaWt o R PANCI MN PLEA • 1) 1/2, It C WRH I NOWa". or Oaf" To MATEt Far ALL LOW" UP t0 0•- Mr SCALE 3/6-1, INSTALLATION DETAILS FOR REGULAR PANELS INTO EXISTING WOOD STRUCTURES (I I I I a ,u I I. , )1 I E0 H 1 1 3 L1M Eo1 t0 l _ 1 WRP HOW. j AERAm i�cw _tW SVIE 3/6-I• A��Y7A��ijY��La7a��7Ll�L�i2W SCALE !/8-1• tl t f TIER sT:.6oNAE Ow tNEfT e I j - Fm Run sONM,WM I 10 !LIDS! N 1 I • ' IF EDi 1 i EQ� De I Y - - ED ED EON ,/2• - EDI EDI - /-1�7ee•:- I 1.. _ .1y�1/-I � .Sou nm 1m6IAAE0 L A�A M/ f�Yyays. aa' NIlm INNR r r O[ w 4 r..t '. Inv IK •PeXs • r oc ,MA,wiaAALTERNATW ALTERNATIVE ♦W 2•:0 PLATE - . imNOR, of ANTE IG\L[ 3/B-t• 9G,LE 3/3-1- noN,mlo w,.r uwN. un Lurs•A•. .•.wu ]/S�/2LE NOTE : SHUTTER NOT M [Oil SHOWN FOR ayE1(L CLARITY Nam, t. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ADE S.D SIGN LOADS UP TO +55 5, -72.0 PSF AND PANEL'S LENGTH LIP TO W-5• 2. FOR NEW WOOD FRAME CONSTRUCION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. Nm.fOR COMBINATION OF SECTIONS TOP • BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION FLORIDA INSTALLATION DETAILS FOR REGULAR PANELS 1 &I dA INTO EXISTING WOOD STRUCTURES I11II r `i t4-10 PANCIMATE PLUG 6 r/+• D.C. w/ 1 7/e' '' ,��� ,+-10 pNaELaMTE PLUG 3 s , .• o.c W/ , 7/r "'� - I ,h10 PANELAMTE PLUS � e I/.' o.c w/ 17/e' I ' TIrElom rENrmpom TO .. E0 PE7E7RA7gN N WO°° ;rv! ' � TItR0A0FD POKiRA7,ON 10 i I EXIBTIG WOOO MEAGER - EXISTING WOOD HEADER REWIRED Il COSMIC ROOD HEADER It. I MST mAe • t I.. WI• _ N ' ill' • . 2.. r m ev o • a IX 6A ?. S CA NAtrT slue • • Ile or- 2' ' RM DoR TEto a W •c. WOOD HEAOFR H RO- New ! nil WOOD HEADER REQUIRED W^' / ~•' + - -•• 0 I rt a s12KmuLE Small s 1L iDl or eDEDRE OR LN21 a WE SD• ON tD R[ •aT e NOR IM SEPARATION 1 iD1 1'0 m alAa. 1 ,W SpaA\1pR ro o1Asa . ,} i ro aLJ•I afr a1-NMI' a9 t,., 3/72' WA" ,u1 '• � Y ( PANEL lE1•G'lN ESE: ROLE 1) 1 .V-]'Os,• al YS1T 3•/ar ,Me laR - � - • LfaWTN YP( (SEE, (SFF NOTE I } , - 1/•'.-70s1• EL �� � L- INS.-•/)/rY.. - /� � ' M,v. PAJEL LEi1GTI, - i ; N or SORE M0 Zor• �D Yf I I � - 4Y ail I :.. � • I , ViP-SR,• - Oi W,11 • : ) _ 1,1Mt NUI RW1ml1 ' �,�•• a/N' � _ DP+' IOW • '' ' M � ! • ,2 1/r Od. to.IS __ MITT • 12 ]LS'.AG. S CQ' I EQ '-" L_ • ' - , !/V. LAG SCIRM • a' O.C. W/t 1/2• 2•.4' WOOD RATE REOUWCO ';, .. .__.� I4-IO PDeoANELIe1TE PLUS 2"a4IRED00 PLATE REQUIRED ID _ WO°D.P1/,iFi a REouREo REQUIRED UP. rMAEADE PONIMTRR Al �I MTE7'W17 Vie• ' �i MNwU1N OF PLATE MID WIDTH OF ' [t'`oc E/fA00IJED 1•R/ _ ..._ -. • TIa>lJNED'PE/NPNMM"IOTN DmCT- AT MIDWIDTH OF RATE . .. . SdaE 3/11-1' tl0IEl1 Sc1LE !/8-1 IRAU 3/11-' 1• INSTALLATIONS FOR AL ER 5W. 9W a IOW ONLY VALID FORA BUILDINGS wry" S.D. DES" LOADS UP 10 +43.8, -•48.0 P.A.T. ND ,�\N NM11111W TI�N!T+! PANEL'S LENGTH UP TO l2'-4" 2. FOR NEW WOODTO BE SOUTHERN ,cam ER,A: 'vGEN$F ••. SPECIFIC OF 0 55 ORMEMBERS PINE NO. EOUAL. ;, y� FLORIDA BUILDING CODE (Nigh Velocity h TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. wNO1REUIMMU . MU w11CeE,EBCHEO�IREN' 0115 FOR 1.OT MATT low* in AE ON S-M Is ,r 4.TFRNATE ALTERFM7E "aT "'- soo , law ") eDo AN• 1/4, 2/4. 2A/4, 3/4 OR 4/4 t, 2 t tw/ts _ 1' ��'MwWrs } � 1 8 Lor.LTION 8 1�}- 1 1 8 At ERD LOCATION (D- 1 INSTALLATION DETAILS FOR OPTION �1 1 FOR LIFE SAFETY STORM PANEL SYSTEM "' END PA"`L w.,lrAom PpeiIlLlpM INTO EXISTING WOOD STRUCTURES J roNea ecNDAnE - " J ,' �: a 1' Mn. - -.... - 1'-0 1/2• - STUDS 4NE7 ,/.-• LAD s17mW3 • r f- a0• 1.� • 'J`0 •-I ' 1 ,0 ODa7sK 11L100 HEADER POLOW COMCM[ I --- .._i._.-__ 1- - (,2 I�/)2D' P. E:., - 'r;' To(cost')i - NOW.^ D Ip' IAn - - - - -- - 1 - I -?'vi - '( `. II STUDS rl C 6 , ..- Y, Yn (CAW •) .. _ _. .. 0 -. 1 ; .. 1- . :1101111 pair _ i ► r ll rrr� rl r� r r� i l (,2 „2 DD, 1 I i ; ° ) jj ICKtpu[ [ �FM Wscmummur"L a 114 a RNO PMIV tMNNdI NYm1 (MOMM F (PREPM M![l) (OO PANEL) � ro IKKD PANEL I� � �2; - I o� ""'o" t r•.aa//� T f To waE r/Aa..a sa - II} -j �- - - Q ,. ( - _ _ i i._.. tc aR tliM NUr • FtION 6 Sew AY, • 6 I III- I- aruo a i2 I/z• o.c 1nID • t2 +n ac. i I I I 1 I 0�{•}lr• O�eT ' +/+• fEL SE[ INtEAIOW •A.R L- END PANEL, 7 4 1 INTERIOR PN1EL LAND PANEL I /•-..�' E01... I ...! , rM' -- t •:.,' wDwm +I 3L71EDIAL it iCHWNLE H / SEE eFE I _ [D' ,/r ,INN r75k'a / L I . -.1I . - �. ... - _ (1I.. I . _.. i ® ^ ]• - ram U. MR M. 3•- -� l•�, EpR (8ET bCT� 1/,•jl •11 7i 172 oe. ,;.- IMF 7 iW17 N o.e. • I - I �. ... 'I + OR 7 Ra" LATER q 4 I C I I I .. ..... ,... -. I _.. ... OR °IRECI MOUNT AN SPACINGANCHOR _.. "SPACs SPACING ,• I j--!' YIN, AGDCR DETAIL / WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) WING MR b I t ff M rNo ANNu7 I (ESN Il[TA1L8 ,/,. WA K, 3/1r - I• SCAP. 3/16, . 1' • 2/,+ -. atop • ,2 Igoe. AT UNITT PANIITgiDr ALTERNATIVE 1 ALTERNATIVE 2 I CU (j) I i °Q"s'/" MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.l.f.) Arlo MAXIMUM A.S.D. DESIGN PRESSURE RATING ..f.) AND CORRESPONDING __ A POUM I I !•,N, w c.ME a :n•) I MAXIMUM PANEL LENGTH "L" SCHEDULE i�!(a"a)1 '+er'�'i"�a 12 oc w r ' ( (AM.PalBE CORRESPONDING MAXIMUM ANCHOR SPACING SMEDULE AT ONLY TO SEGt10Nt._1 ! o t63 n FOR Let yL(jT] aT pylEy , 14. 2/4, 217/A, 3/4 a 4/4 t. 2 t yw/iS t, z a tw/15 INSTALLATIONS INTO CONCRETE A( CONCRETE BLOCK STRUCTURES sY�liff I. i .N,x.A Asa ersN IAr rA,eL LeMP, m FORT NoLAL ALIFJiNATE LOCATION i i .-I ON LIFE SAFETY PANEL L.. v..rrnnr I i.-;.-(RJIt__IEALL_YONHLGOYIXOOtlS._TOC_A:_BOLi�I_fYL.EO-._:11:2� �Pu'1".N.')M"N Dv �,�AN �0 a NSN"i all �- oww.I. f �-•I 1 AREA w/No LIFE sAFm PAIRS LOCATION a Lfi (sEE NOTE IKLDW) �• ' / �C•A1 I I _ .... t.. REOIMM MARS w/ on -.- SAFEN PANEL -J IMIOILM AAA. tvm OF W-W OAR-N PNOmM mrAL a FwQrwE PLUS ARP\ID &L 10 .AAA. -nr f-4' 2 a/•' ,A,IM11D ! W GLASS r EDN N W/O RE611LYN TRACKS (WEE NOR t O[6oM to To s(EtnNs / • L,NEYW PNIp ED LAST PNKl Q 10 6t SIa1N1ED AS N'R1R,RE TO CONto TO c4wptmm WCONCREM 10mumim C011BNMION tIN6M 1' CN) ED ( scow"�c1N[DLa[ oM - Amcm\\VVST-Y1 r In SAFETY` aTDM MHO. OPENING SWILL r N' /A a'MMIT aIDCR GREW COMMIT O TREY aQ w4T 10 PoIR MOTO 6 APE k mvlom apt NarN.AANOMa PRO w60D MA4 N LDW ` I I DI i�rre• ggAAe•FOR KWA,S RE Peo\ncD w/ HOPE IN SHILL MINIMUM ANCHOR �PA3NR AHD WOMAW OW OWEA " AR POWD IN TIRE SC04EML FOR F0, t0 1 i,WET ,•) 1.uUREP LONOILE� / ' CaNpTON) ,0 EACl1rA1C NKTAWl71p1 r WTO1O[D 6• N/A N/A N/A 6" N/A 6" N/A e` N/A 1 • 2 (TOP) EO Ufa THAN FOGATED ON SO4MU IlFoM #ADM 9%CM R RATK"X SPARIO �' ctlA NEDMLD wNERER ANDmPa _ Or �ST�nK D ON Rf11D ED r1N7Y NROE +ss.o. -7i:D 0- r 9 9' r 6• 9' 9' 9' 9' (9onaY) 5*-' OR LtWs MCSN ON SLY[D1AF 6r nF FpCOW6NO FACTORS rDl THE OPERATOR io R POQINC RMCIO SPACING OBTAINED USING FACTOR SNIAL NOT BE LESS TWA NPIPAY WADNO to7Q1 , L--�N-.^�,I: PIA IrE ow EDULE .) --=A ELEVATION 6' N/A N/A N/A r N/A 6 N/A 6' N/A k 2 (BOTTOM) NOGTm 1oR IACN ANCP Nl ,rn wm � �� �� 0' . ' T = i aD PREo � au.rn TE +58.0 -72.0 '--- 5'-0' TO 7'-6• w/yLl _MOUN[J�j{A IN AL(djIQN WALL AN ENCORE MOUNTING INSTALLATION srxE !/!z".r 9 s r 6 9 ) t/2' 9' 9' r v (eonoY3 rl,w�, f'_.. L SECTION t SCALE: 3/0' - I' •- SECTION 2 SCALE' !/B' • ,' , ra„ 00oA 1 • 1 • ,/A MP. r N/A NIA MIA r N/A 6 N/A 6 N/A 1 • 2 (TOP) _ _ 1/+: 1/A: , 4• I .: V+: Wow PLAn {!. / - +350 -72.0 T-B' TO B'-r OIL. AKtMP WARN W a a 3 Pa 1 ,/1 tw 9' A' 0• 6• B' 6' 8• 8' S' A. 1 (BOTTOM) .._-. -__�. _.. ..._..... ...._. —_ _ I F�ll'a 0M Lft a.rr•y-�,E PA NLL c+%TCY �AIyAODN� •NWNRUNn W 3 a 3 3 3 Pam•-+ ..oa a 1 a Yn 3 w B)caa ALTERNATIVE 3 ALTERNATIVE 4 /. UFE SAFETY STOPY PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1 Pnxw P+N[ta ,ERMATE IOGTION ONK �� RE91IAI6DTo I 4 •TAD lG1ERR • r aG w 1 / , /2' OR AS AN INTER10R PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). 1At fAL LIE SAFETY PANELS MAY OR WAY NOT O INSTALLED ADJACENT TO REWLAR PANELS ESE rgTE IT AT tW nvdt6 -.___ ,;- 4DWI LQQR-MOLfNt [roND0O1LS AT BOTTOM wf G0. , Fn. 3e ,w - - �•HWHOED F'DIIL7MagN M (w/ OR w/o IKOtll/tR TRACKs.) SEE NOR ,) a �. - .*Iems 6Lus. `Mf°6 r`O.0 OR / D FRAME CONDITIONS A( IIY„IIIIN. RSA. I lallo a E/r Lr+. FIDE TOP r /.mW LAG . TNtO • r Y. teoP wr r AmO APPLKABLE TO . _._ - _ _.,.R i oe.. _ - . _ % 2. LIFT SAFETY PANEL CONSISTS Or 0039' "-VANE= SIEEL STORY PANEL AS SECTION B-B anon T sEcnoNs I k M00MUM PANEL q _ Rep U 1 � I/rf-La PWRA Mit FSWU o OR eDAc �e' - . �{ ALTERNATIVE W00 F ANCHOR LOCATIONS PRlBNIAE -lfP - COYBWATIO CENGTrI i• (ft.) 1\111111N,NNN,.r _ "M ovi MM•�r 00 •// 1 1/7' W. , PER N,y1W01/EM SNEET 2 Or DRAl1Ne. SCALE !/72'-,• a , t7O1,No Waco THIS PANEL AL 'FISELF TO BE REMOVED OR N6TALLM FROM THE .ASIDE OF ,.N., OF THEM ��(>, A• TI((/ RATE NOR MRMOi to 11a NOT w"IN FOR apart+ STRUCTURE. .491 -67.5 3• 1• A 1 2' A , 2' 2 (BOTTOM) 7--6" Oil LESS �1r .•'"•"'" ,L,NMINN „NIIIINIINI,Nr WALL MOUNTING INSTALLATION I Tlll/ J. LIFE SAFETY P RNAURES toP TRACK TO e< COMPONENr�a BOTTOM TRACK TD N TI .S2.e -6e.0 !• 3• a' A' 2 (BOTTOM) r-6' aN LESS 3:' J "F' '•; BE COYPONE As PER shtrT 2 OF THIS MWMG. T(,� A• T✓,p ALTERNATIVE 1 W � " r✓'� fUMPDNENT BE INSTALLED MALL ON FLOOR MOUNTED F'OLLDWING SECTIONS 1 d ••••••• +550 -72.0 2 1/2" 2 1/2' 4' 3 1/2• 2 (BOTTOM) 7'-8. OR LESS ND, 44167 CEN, L• TON tN5 s�tET. As wtu As °trARs T k 2 ON SHEET 14. �• C+ENSF • .••, * •, y' aoAc 3/6' - r 3r J �i': J .55.0 -72.0 2 /A 2 t/Y N/A N/A 2 (80ttgq rI 'a FLORIDA BUILDING CODE NI h Velocity Nurr)cons Zone 7 FLORIDA BUILDING CC FLORIDA BUILDING CODE (Nigh VelocityNu cons Zone s + M.1. LD101N roR COIWONEHr ®5 IS'. _ : ' : Ma. ANCHOR SPACD+O FOR Cl)iiPOFEM ®ANCHORAGE AT BOTTOM 5 GIVEN ON NO' *0 A11�0' 20 CAGE GALVANIZED STEEL STORM PANEL FP +55.0 -72.o N/A N/A !• 3' 2 (BOTTOM) 7'-6' TO e'-e' ' N0. SCHEDULERS • 2. SNEET 14. * : is "0" 21 •t�O •. �LOR10:.•G ORION m, DES * . 9'. �.. • °"1° AL1M'' Pr' 10 OAOE GALVANIZED STEEL STORY PANEL FP �0 ~1R0' INC. 20 LACE OALVANRE COMPONENT MAY BE PERMANENT OR RENDVABLE. .CqL• ATE __ .� mn4/Wur S .1 S SINE DETAES FOR INSTALLATION INTO woo° fRANE 6EALON+05 ON SHEEt ,5. "s y''. ORS _-- .- -- } / PROTECTKMI PRODUCTS. LAC. Poi , N•• -..f -... n�10a° ,. r4TAtlAtoM$ ARE oNL] IMW FOR ew.UP T WIN A6.0. otvCIN LOMa w i0 1 0 _ .fR a IL E C O 1Ne. GE +ee.s, -Ito IA ANC PAQ3 ro s'-r, 9� F. R.. r - RP IL E C O 1Me.GLOBAL PROTECT) /� GLOBAL PROTECTION PRODUCTS, LAC. •tjIFSN!r?Te^: $ 0 1 L E C O INC. •em &P. at svw / New lR. a, $"W 1 Fw WEN W . TTWE COM$TNICROM NEWeeRE To BE SDRHERN F .N"'••. /�I '2.57•N% NN«L RL JJ31. PRE Ly, y W/ aPEtrt ol'Fbn' NiF oa EOLYL �rA S,SI A`�• • ')>A FS ` -' '� "s-i • A uN1t. n SINE• 20-176 J A. r TER, w�.P. m_ " wMNO LaaA)ee1-r6As. rAR. Na)Ea.-676t 20-176 rprNNAu NWN`L'I f "' Y1Bp(N wN noW: Loi•)Iwa 6 SEE SHEET • FOR DETAIL APPLICABLE TO THE NECESSITY FOR IMF INSTALLATION Of rA S ON A A„ 0. •, Na YIr1M, 4M,i,l N Mr IA,prc (fea)e"-Ts4E. FAX (aE,)as-FIST R... q,•+ •m•1W SPACERS AT 11WKS INSTALLED ADJACENT AND BEYOND TO STUCCD/WODD RANDS. �AF4 NINIW L r ^�+.11R7 m-,iw r. faf m-1w WAN" Np s r ar •[ AAlSMN\RA[/GR G-Ow611p FR.P.P M4A oRNAo W Ft WALY%Midm Mtr 0A"OwSt,o G-Ow6i,9 Ww. A 1W F, F.E 1t- • "BIT ,J r >s rNL,IOI A Jr.y r.F w I.+ om[T 1• r » PL. ftAA/lONTUMJOAIE IPAtP A "AR .Y. ►1. Ia•.tl Cu U U c O 0 Cn CV W Q Z Z Q J CL SHEET NO. SH 1.1 M P11IIL'P 1 TFlI`11s Iw1111a "II a MA%IMUM AS.D. COMPONENTS Maw. PAWED LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (N.) TO GLASS CpNU1TION RATING (p.f.f.) (SEE SECTIONS) +55.0, -72.0 2 3/4" UNBOLTED 3: �- U/17 �W/ri t B0.iai/Ea SECDONs off SHEETS t7, te. 19 y/1 s.�/17. a 6e'iW/BD _.._. 3: VAX ; O O O O O O O I 9 t I :, FItDULAE L161N fA»rx - ` ui wc*�Trar PANEL. AW ,4;AjI14 - MAX. (SEE SCHEDULE) Banco elm" .. --- eLNa NW W WT a qYR P»6 .-01'ETLM� �•_• 3A/17, 4A/17 BIL/1•. �/f7, 4B/17, 59/19. 3• MAX 1` MW, eAW/tf, TAW/11 • 11AW/110 EXTg= MIL/19, 7BW/1e a arm/t0 i• wN.. ..ANCHORS (SEE SECTIONS ON SHEETS 17, IB. 19 k 20).._____. OPTION 42 FOR UEE SAFETY STORM PANE) ELEVATION SCALE 3/16'-1• ,/.• „u aFA 0AN O.tw m Ls10'L wum Cl) LIM SAM / NL1s r.7— . 1�8 SECTION A —A SCALE 3/14r-1" MAXIMUM A.S.D. DESIGN PRESSURE RATING [_ ,cad j AND ��4 A• 7k(/r CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 3�' VCEN,0' •`� No. 44187 FLORIDA BUILDING CODE (BB h Yelocify Nu cons Zone *am itROO. NC. ?y 0�'•. F[` 20 GAGE GALVANIZED STEEL STORM PANEL L,HwfeAi PP GLOBAL PROTECTION PRODUCTS, I=. 'T/y"/j"70i0 ~ / I�O IMCIMO. u0i so. to snw pi.)"O 7La i1wm.� naMei-L»7 20-178 • �_ sp „ a» geaNP Nn P,f "AL/L10NA11LW/OLTC Mwm I nUAta.. PL Y fr-w - M61 1L OL K Flow AM. 0 DETAILS FOR OP'j10N, ALBeLotl "it 'f''' fa nlar ,s a w MRANo,pRa TYPE a ..�,�� WAITING FORW6TKIAtI0N6 e1700 F141K i111IDMi. tar. WImtW •ArAIB Do NNAWM ANrA1w vALWNef ANb IIB/1WM toOE Ir,NN1Y ARE 001GAtC0 ON tlRf •"M Nr•W� _ MAWIWL[ A7P ED. lf6S THAN LIOA:A76D ON "WI Garr, eAW B.) N f61m1A[ RL01IC[ AM:1A'AI 9F•L•q F L4LLTiPLYi16 sPAaNn f/gLN ON a,BJwo.E REWIRE, V FWbRR sF THE Fb1.LONro iAROR/.. FOR INS aPERATWN TO K P09y1ML TNOLtXA'»._. _ IPACPIG tNRNIlED 0II4 FACT" s,Wl MOT ... __ l /7• - K LEBb 1WN ILNAXN 9nIL14 •IDCAtFO ati..__ FOR rAa 4NC,IOR TIME ON TNt SONLDIAE S a rPl• - INSTALLATION INSTALLATION DETAILS FOR OPTION #2 i'OR LIR FE SAFM STORM PANEL SYSTEM INTO EXISTING 1,'4• TAPCON ANCHORS POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I/1" TAPCON AMC40RS • 9' D.C. i •• O.C. POLINCID CONCRETE ORCONCRETEHACK ` ABED . 1 . a 4a CDW � EA• I i • �� ® ' CONi' �� I� �/qq1, CONi. 1 ' aw j- RYfI (ILIA i�i q ESren.v:. N 1 I `ygI I IIf�' q I ' i Sfl W Dt r*A b( i FA! I I I I- S1.-tr• PAN£LW1E PLUS w/ .. ...,..-/Poti . 3/32' 1WFA NUT WASHER • 6 1/1' QC. uoDwcKYluacR REQUIRED WALL .Yi ROlLLl,T1S7H SCALE 3✓e'-1" now Pl1Y y-• sbe •Il�f ill. 20 MR MICIgIA4 TYPE a ,�, M�IIE fIwC.Iq MRwSfAUAT11Rlb INTO ebaa IRIAt RRIId110. r IYIa11M wafR ONJ ] 3 IW/AWULI ANCIpR lPK,11tlb AIW fYle»LItl Lo,•H. 0.1 a .._� .... mK bWrANlcl AK NOFATcO aN ,Is •N»rew,A1WA w?WDIAL FOR tb. It13 n1AN A,OWwTl9 ON fTa4CD1At RGX1Ct rcHaW VAGa er MNTIPLwNa 94404 IYiOeN oN 1X5[AAE AERIAL tM IIg10R M M FOL10Ae,B IACTpO. Idl PHIS 1 �A, ]l QfAA1fON TO K Pon" REgNClO .. _ .. ... -... . f0ACW1O 0•MWID YSLIO (ACTOR SrM1 NOT l ,/_• _ _ K tiff ,TUN YWMUN SPALMIC NOGLTED Rx FAGI ANC/gR „R ON ,ri st]1mut2 r •. is LAD at - i��•VCENSF` i• No.44167 t0Y PANOWTE PLUS All. . 3/32' IYNO NN V/ASNET (BEYOND) .. CONODKTC KOCk WALL uPM SE'MMMU9�' pAINUALATMb t7CALE 3/$•-1" - PAL. VAL/wIlATURIAmn 0101" 20 GAGE GALVANIZED STEEL STORM PANEL plwl, R GLOBAL PROTECTION PRODUCTS. I.I.C. 07nLRLTi�� L ETC O In aw NKNEW)L"L�L-TMRL,In! ,•hii7r.n20-178 r1n � _ �- »„ elI1WIP NR u•awmi INSTALLATION DETAIL„ FOR OPTION /2 FOR j,(FE SAFETY STORM PANEL SYSTEM TALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY ST E SYSTEM 1N eel€nAE VALID _ ►uNa cTTS(j(�1PAN•7 gVCETru INTO EXISTING WOOD STRUCTURES jNTO. EXISTING WOOD STRUCTURES — ) BEEN vcRlf,tD fE1R taMPUA71cE IN ) TAPCON ANCHORS AND ANEIMAIE FEMALE ID k ANELIMTE PLUS INTO CONCREii r^ -... _... `-_ j ACCORDANCEHANG STORM THE 2020(DMA EOD THIS Of IKET FLp�WMA&IRA0NG K (P.EQ. NA5 B. 1' BLRCN SMALL EMBEDMENT j 'AFC P P } Ip 1 DESIGN WIND LOADSSMALL2BiETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOL 8.2) MINIMUM EMBEDDMENT OF 1/4.0 X 7/0' CAUL -IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE. W *, X.X' HE u�--J:` FDA A WIND SEED AS REWIREDHE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PENMRIED. I'I WOOD HEADER If w.vu, HEADER � `I,' WOOD NFAOER • ': •,11 F01L A DWECTIONAUIY (ACTOR KC.0.6a. USING ASCE 7-,B AND SOLI NOT EXCEED TALL MAXIMUM fASA.) 1/4• 0-20 SS 510EWALN BOLTS USED SHALL BE LONG ENOUGN(SHOULb ANY FtNISN MATERIAL FXRF) TO . REGUM I ' ' "� .� t 4'• ZAPCOW B r O.C. -._ —' I' : I 1 P TAPCON • 6' O.C. OCwN PRE'SLSURE "III 5 INDICATED ON SHEETS 25 ! 2C EWWOE 3/4' INTO ANDIWRS. "7 •' ✓ .. / bN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DEBIGN WIND LOADS DETERMINED PER ASCE 7-16 1 1"I TAPCgI . 6. O.C.1 {y TAPCN)N . e' O.0 ...:, • .-. :: 1 {Y tAKON r r O.C. t I {'• ,MCgI • •' O,C. T , Y MiN. 1I1R7Zt1FD _..W + / / / / , / /1 t/a WN. WOODOtO j !,. ,^....... W t I/7' MIN, WOODTHREADED "� ' � - W t t/7' MPI RMEAOED I' . I "M 1lY Mm. TNWMED ,'. ' � �/ I ' -..->P 1 F a' Mw. ,NREI'MD PiNCiRAr10N A7 W000 ' • PENCIRATION AT WOOD SMALL BE flR51 REDUCED 10 LSD. DESIGN WIND LOADS BY MULnPL'(RIG THEM BY 0.6 IN ORDER TO 8.31 IN GASL THAT PRECAST STONE. (IT PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WW. ,I TYON AT tL00a I' TiON Ai w009 1. J KN[Ttut,oW AT WOOD MW A7 IWDO I I!'' HEADER i4? HEADER TO COMPARE THESE W/ MAX. (A.5.0) DESIGN PRESSURE RARNCS ROCATED ON SHEETS 25 a 25. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEwN0 SUM PANELS. ANCHORM.F IeiADER N F'1 F �I HEADER (I SHALL BE AS MENTIONED IN 0.1) AND IN 0.2). 1 I' , IN ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE + N 1/2' ,/4• I G 1/2' , 1/{. IN ALLOWABLE STRESS FUR WIND LOADS WAS I= USED IN THEM ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN ,: 1/2• 1/4• �' 1/2' ' _ i/{' i 1/{• w, I H N. ( ) BE INSTALL[0 FUI LOWING ALL OF THE RECOMMENDATIONS AND SPE17FIali(NN5 OF THE ANCHOR'S MR•.. t L ....I NI/'PIR ,��T,'. I I __`.__-.. .1. M . .. •-2 DETERMINED N ACCORDANCE WITH D S. TOWS C ANCHORS SHALL 1 it « _ uln. REOURED . " ) Ma• f MA#UfAt'nJRLR. MsA•. 7' .. w000 WOOD HUD STORM PANEL'S AOCOUACY FOR N1i•ACI AND FATIGUE pES,S'IANCf. HAS B[EN YCR,FIED N ACCORDANCE WITH SECTION 1826 OF bin REOUBIF9 � LR I THE ABOVE MENTIONED CODE AS PER FLNESTPATION TESTING LABORATORY. INC. REPORT P 2032. AS PROTOCOLS TAS-201. 1I a SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SW]NDNESS Or THE STRUCTURE WHERE, SHUTTER 11 ', IS TO BE ATTACHED To INSURE PROPER ANCHORAGE THIS SHUTTER SHAG ONLY BE ATTACHED TO CONCRETE, BLOCK -;,-_, "SYSTEM TAS-20J� ... 1 L...:_ _ : F. 2, TILLS SYSTCM 11Fu BEEN DESIGNED TO 6E MSTALxFL7 ON THE OUTSIDE Of THE DR WOW FRAME BUN,DINGS, t1TPAM11W/ ' r .I /^,11 3 [ _� y,, rN91pF W/0 THE USE OF A IApO[R OR LN'T TNfS APPIICATXRI IS VALID WHEN Il TION E19uIN,ENOED TO BC6 PLRFORMT.D 12. THE tNSTAL,ATTDN CONTRACTOR 15 TO SE.K/GUI-R ALL SHUf•tER COMPONENT! EDGC5 WHICH REAINN IN CONTINUOUS (i �U ! 1.11 FROM THE INSIDE OF 5fRUC'FINFE, CONTACT WITH TALC BUILDING 10 PREVENT WWO/OWN INTRUSION. CAULK AND SRN. SHUTTER TRICKS AU. AROUND FULL 1X61LNC A ISMISCL/ -7 m rxAK ""t0 w' IaF I �'3. SEINES 7000 INSTALLATION 15 MPt..M,ABIC 10 SMCLI' AND obU&f HUNG STYLE' WINDOWS WNCN IN§TM1AiICM1 IS REWIRED TO Bl LL 11 'E` PANEL LENM.GTH OIA45 'L• Nr. FFF"' fjL p¢ sONAUIt i PERFORMED FROM THE INSTUE Or STRUCTURE 13 Stow PANEL INSTALLATION SNKl COMPLY WITH SPECS INDICATED IN THIS DRAWING CLUE ANY BUILDING AND ZONING EXISTING lBl< a WE PANEL LENGTH NOT(Nt •EIAIW EXISTANC 11M "• 101 ( PivlFl 11LW'ItI j a flriT ip .1 TM/iEl LENGTH ( Mn.i3RAMiPM _ CLASS --'4 ON ,q l REGULATIONS PROVIDED BY THE JURISOICTION WHERE PERMIT IS APPLIED TO. LENGM oN fI[tr 1p 1 Skw I (SEE NOTE I BELOWI SEE NOTE BELOW) I ES AND IZONIAt. SbOFRF STYLE WINDOWS WHEN MN. WWMwM LING AND HOR 4. SERIES 2000 IN5IALIATgN IF APPLICABLE TO StNCLE. DOUBLE H GLASS 'o •'M% ^t:. _ ( ) pAgf--I m awi - __ .,,, (Set NOTE $FLAW) CLAM PANEL LENGTH ... _ .'t;. PANEL LENGTH INSTALLATION IS REQUIRED TO BE PERFORMED FROM INC INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS, ANC. E - 2 HANG STORM PANEL SYSTEM' IS PATINT FOIDfNB, 1 7 t- __ w WILT IS) 1/{'W-fOt1" 1.. C" ) a »m rq t/{•P-f0.1• j(' - ON (SEE NOTE 1 BELOW) 1- T (SEE. NOTE t BROW) W/ IM.b. Ou"�- /N••-N'"- „may .... -_ 5, AEI. ALUMINUM EXTRUSIONS TO Of 6063-TB ILO+ AND TEMPER. (UNLESS OTHERWISE NOTED) t0. (IS) THIS PRODUCT NKLMIIOH DOCUMENT (P.E.O.) PREPARED DY MFS fNQWCEW IS GENERIC AND GOES PIKMOF. }/]7•I..NriBNiP3/J2' I S.S. U.S. �F INFORMATION FOR A Stli'E SPECIFIC PROJECT: Fe Xnl[RE Mf SITE CONDITIONS bE'AATE FROM 11if P.LO r 1 1 1 l �. • „, I • 0, ALL NUMWUM SHEET METAL USED AT CLOSURES SMALL NAVE 9fa5'-WAG ALLAY . ',: ��..._ a... .: `1- e' ...-_. ,Y' .. •:�' ... -, _ r N1/f t ,1 e- (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 1/7' (.. 7. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL OUALFIY STEED., ASTM A-653 GKAO'- 50 Min.. GALVANIZED STEEL THIS PRODUCT BASED ON 74S PE.D. PROVIDED HE l 1 r t 1Y T—ON /SHE DOES NOT OEYNIE FROM ME CONDITIONS OEtNLEb ON DESIGNATION W/FY- 53.5 kal (AFTER ROUND) THIS DOCUMENT CONSTRLICFIDW SAFETY AT 5n£ K THE CONTRACTORS RESPONSIBRIT'. IEIDWpT1, OF BATE 6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSt SERIES OR CORROSION RESISSANT CaATED CARBON STEEL AS PER DIM (e) THIS PRODUCT EVALUATION DOCUMENT YRLL BE CONSIDERED INVALID IF MODIFIED OfNETM1ION A7 / 50016 W/ SO kei YIELD STRENGTH AND 90 keI TENSILE STRENGTH i SH4LL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.0 (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH OIL 4. BOIL EU AVOA A- 7 GALVNN2 L. OR ANSI 304 SERIES STAINLESS STEEL. WOO 36 so, MINIMUM YIELD STRENGTH .) PROJECT AND WHO WALL, BE RESPONSIBLE FOR THE PROPER WITS M FIN USE THE ENGINEER Of RECORD, D� �S ADELEGAIL ENGINEER TO THE P.E.D. ENGINEER. SMALL L I WS SUBMITTO C THIS U W! 1. �y 6 ,J ri. - 1- I IL 1 •.^ . y 1 10 ANCHORS TO WALL SMALL BE AS FDL10 ' Lip , 1`V , `o. F0. -� - 1 ' REVIEW U) i() E]LL ZETA: INKIREC .L4EKIiETE' (») THIS PLEA. SHAD, BEAR THE DATE AND OROMAL SEAL AND SIDNr" Or THE PROFESSOW ENGINEER OF ,r . :_ 1 N'B- 1 Y w I :- _ _ 1 �0 ..^: CO. ~ ..! 6' - I%N •W X 7/00 GIK--FN ANCHORS, ASURED BY ANNLFACI.TW, BINLDE1f. XIC. (SRN YCa3192 R.e,I.) RECORD THAT PREPARED O Cart �O ,-. / 7QJ� 9D ,S. / EO r t/1 P-fO.aL/13.5. Y.S W/ , - D BY DEWAL INC. ' -3000 .e.V, 10. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL LN v �i 1/eY . 3 ]v2. ...} .., 7/t"aA/34 WING NM .. - '-: i ,�14-)D WANELMATE ffW4C 10 6 PAN0.MATE PW5 NICNORS. ASiMNNF DIACT'URfO 6Y ELCO CONSTMICPIGN PRrODUCiS. 11/rW . 3/37' WINO. NUr � i� :, MR'ova(BEYOND)NG�'i I'~' 'I VM41EP O 12 1 1 ,if -.-� '.� i/B'WII]/]2 WM WTI '' � �. � I ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BULLDOG CODE. ONE LABEL SWILL BE PLACED POET MJh' OPENING WASFpR • /3 1l2' O.G. I', /a' 0.4 IWmiER (OEYDND) D ! 1 t 1 I (, —sm PAJ) LABELING TO COMPLY WITH SECTION 17099.2 OF THE "IDA BUILDING CODE { W rwcaN W r o.c ' •, , PION Al YIDrDM V 111AGOBNEO W/ Br ` I 1 TAPODN q r O.0 - .--^. T �, 1' a MN. TItKA0E0 I ` L_ �7Po•• . ]/J2' WNG NUT S 7 rA a s/]a' L.NO Nl,i A. I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALT BE 1 3/4' AM 2- FOR PANELMAIT I!4•P 1PPCpl . B') / 4 2.4' WOOD P 1C 2`14' wDIX/ PLATE , MITmiDED , , 7TWN"'"Ai $tIn' n --: • I _.. .. OF PLAN ' ! _:.-: I REOIRRCO l FEMALE 10 k PAMELNATE PLUS. ACCRETED W/ fNa) PO+[716A • py REOIWNED LA I WASHER 0 B 1/{' O.C_ I;'WASHER r (KYONO) y(f FSOIXKD , �� A2) MINIMUM EMBEDMENT OF 1/4Y X 7/e• CALK -IN ANCHORS SHALL BE IS 7/6" INTO CONCRETE. NO EMBEDMENT INTO OF PLATE Or PLATE '1 1. WDDD R 4' WODp PLATE # .I /14-1/ AMELMArr P S : .'I ANY FINISH MATERIAL SHALL BE PERMRIED y SCALE 3Po•*1"% THIEN[moW / I {• O.C. W 1 T INTO 0-20 SS SIDEWALK BOLLS USED SHAH BE LONG [NWA7HISNOULD ANY i1NPSH MATERIAL f%Y5T ro ENGAGE 3 l 1y��� y ^� '- IAM,''MBWIOTN Of PLATE ,KN '.. AATT MMOCIH OFPP TON .,� ,, o RITD ANC/WRS. ) / ' A. TI(� }14' INGO PWE 'e2E�1` aN000 PIATr W 6 Ile O.0 W 1 )%6 I I _ .YCA,Wi BILL i� �dIIL„Y 1INO ALLIATI I� .. .' ._ y' - A3) IN CASE THAT PRECAST STONE, PRECAST COFKRErf PONIES, OR PAVERS 9f FOUND ON THE E7t1511N0 WALL Dt SCALE 3/6•-1WALL ELATION NG FLOOR. ANCHORS SMALL. BE LONG ENOUGH 10 REACH THE NUN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL 3Ar•'VCENS''•.! i„WIIIII '""Musk" BE AS MENTWED IN At) AND IN A.2). SCALE 3/e-1' BOAU 3/0•-," Pp T11(n ,FP.....,[[/ 4, Q LIRE SAEEW PANEL � No.44167 ..L14• ..: ••••,., �. ..• ✓ '4y (B) TD..^'K7'� FweRFTr BrrX.. WALL yt,, s a GEN SCALE 3/e'-1' f ,•' \GENE ' 9 SCALE ]/B'-,a a fl►;'� 'Sf FLORIDA BUILDING CODE (High Y•,oc Hu can* Zone V r 1 f FLORIDA BUILDING CODE Ni h Va,ocit Nurrioons Zon• _ t/4' B TAPCDN ANCHORS AS MANUFACTURED BY LtW BUOLCX. INC FLORIDA BUILDING CODE (High Vbbo MuMcar,e NSTALUTgNf ARE CNLY VALID FOR BUILDINGS WITH ALSO. aEs+RI I/i,Gf eR000 RxtLlCO. RLG F.P - 1/{' P X 7Po' CHILL-IW ANCHORS, AS 1MNUFACTURLD er pEWAL7 INC. (R'N,.IS00 e - e7Me T1mXf. AIG , w TO ,653. -».o Ps AND PANEL'S tt]ILTH W To e'-e' 4 1 = emA f NOa. OLIO rP MOTES (JG 44187 s 20 GAGE GALVANIZED STEEL STORED PNUREL R' ') O,� •,, A( 1!N 2O CAGE GALVANIZED STEEL STORM PANEL 3 NO• it 20 GAGE GALVANIZED STEEL STORM PANEL mA•n e1^ 1. INSTALLAraN9 ARE ONLY VALID FOR 6LALQNGS WITH A.SO DESIGN LOADS * /-" •: it a" -',L• .-'. DROP In. - #114-PROD10 (NELV.AIM FEMALE IO "� PAHCLMATC PLUS ANCHORS, As MANUFACTURED BY ELCO CDNSDiL1CT10Fl I - i OIw 7 FOR NO . W/ FRAME CONSTRUCTION lC7or W55 O MEMBERS TO K 7GDU,N$AN y' '-, iTLT G O INt. ' L * 1 PRiE N0. a, w/ sPfCFrt 17EN5rYY DF 0.56 OR EouAL % # :• -- :-l^ .�-.,.c. ,ter m!y/BPFII UP ip S. -T2a F5F' AND PANCA's. LENGTH uP rc B'-e'. ... �' Or,ZFA/isti • NAL. ; B1/B aT PROTECTION PRODUCTS, 11C. "w: z SATES- __GLOBAL PROTECTION PRODUCTS, LLC. DATE - ... j �A GLOBAL PROTECTIONI PRODUCTS. LLC. P " .q'• x I L C O IMb. 2. FOR NEW WOOD FRAME CONSTRIIGTION: WOOD MEMBERS TO BE SOUTHERN y ram+ D MDD sW. 51 SRWA �"1�/2.G F 'J I�C MAID sW B7 MIT w •jr '. V' - an Sw a, STNM y O ORIO TMrb, rL SU14 �(�f'•. �• , aL'N. R •Uaf4 NNE N0. 2, W/ SFROIFIC DENSITY CN 0,55 OR EOWI. �• lEn.:: _ G , 1t• !w a. ,r r1la., II,�a A 3NM "fO111 LniMBF-TBAB. rwc LM,)♦w-BHT 20-176 �i • • ••••• . r 7 wWAW WAia n AWr npNE LBw 20-178 , Zama a aw W, r a " WIWc. (Be{fAB7i a. r11i4 E+B+Ww-BAT '1G' M",` 1SC/ .,. � E . � wA.• faLl w_1 ,li'E.. TILL n", PN-1•N -____ _ _ �•.r�iia Frs: (MQw-s»7 _ __ _.._ Fw , (r E»„FW R+. . a.-IAn i��•VCENSF` i• No.44167 t0Y PANOWTE PLUS All. . 3/32' IYNO NN V/ASNET (BEYOND) .. CONODKTC KOCk WALL uPM SE'MMMU9�' pAINUALATMb t7CALE 3/$•-1" - PAL. VAL/wIlATURIAmn 0101" 20 GAGE GALVANIZED STEEL STORM PANEL plwl, R GLOBAL PROTECTION PRODUCTS. I.I.C. 07nLRLTi�� L ETC O In aw NKNEW)L"L�L-TMRL,In! ,•hii7r.n20-178 r1n � _ �- »„ elI1WIP NR u•awmi INSTALLATION DETAIL„ FOR OPTION /2 FOR j,(FE SAFETY STORM PANEL SYSTEM TALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY ST E SYSTEM 1N eel€nAE VALID _ ►uNa cTTS(j(�1PAN•7 gVCETru INTO EXISTING WOOD STRUCTURES jNTO. EXISTING WOOD STRUCTURES — ) BEEN vcRlf,tD fE1R taMPUA71cE IN ) TAPCON ANCHORS AND ANEIMAIE FEMALE ID k ANELIMTE PLUS INTO CONCREii r^ -... _... `-_ j ACCORDANCEHANG STORM THE 2020(DMA EOD THIS Of IKET FLp�WMA&IRA0NG K (P.EQ. NA5 B. 1' BLRCN SMALL EMBEDMENT j 'AFC P P } Ip 1 DESIGN WIND LOADSSMALL2BiETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOL 8.2) MINIMUM EMBEDDMENT OF 1/4.0 X 7/0' CAUL -IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE. W *, X.X' HE u�--J:` FDA A WIND SEED AS REWIREDHE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PENMRIED. I'I WOOD HEADER If w.vu, HEADER � `I,' WOOD NFAOER • ': •,11 F01L A DWECTIONAUIY (ACTOR KC.0.6a. USING ASCE 7-,B AND SOLI NOT EXCEED TALL MAXIMUM fASA.) 1/4• 0-20 SS 510EWALN BOLTS USED SHALL BE LONG ENOUGN(SHOULb ANY FtNISN MATERIAL FXRF) TO . REGUM I ' ' "� .� t 4'• ZAPCOW B r O.C. -._ —' I' : I 1 P TAPCON • 6' O.C. OCwN PRE'SLSURE "III 5 INDICATED ON SHEETS 25 ! 2C EWWOE 3/4' INTO ANDIWRS. "7 •' ✓ .. / bN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DEBIGN WIND LOADS DETERMINED PER ASCE 7-16 1 1"I TAPCgI . 6. O.C.1 {y TAPCN)N . e' O.0 ...:, • .-. :: 1 {Y tAKON r r O.C. t I {'• ,MCgI • •' O,C. T , Y MiN. 1I1R7Zt1FD _..W + / / / / , / /1 t/a WN. WOODOtO j !,. ,^....... W t I/7' MIN, WOODTHREADED "� ' � - W t t/7' MPI RMEAOED I' . I "M 1lY Mm. TNWMED ,'. ' � �/ I ' -..->P 1 F a' Mw. ,NREI'MD PiNCiRAr10N A7 W000 ' • PENCIRATION AT WOOD SMALL BE flR51 REDUCED 10 LSD. DESIGN WIND LOADS BY MULnPL'(RIG THEM BY 0.6 IN ORDER TO 8.31 IN GASL THAT PRECAST STONE. (IT PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WW. ,I TYON AT tL00a I' TiON Ai w009 1. J KN[Ttut,oW AT WOOD MW A7 IWDO I I!'' HEADER i4? HEADER TO COMPARE THESE W/ MAX. (A.5.0) DESIGN PRESSURE RARNCS ROCATED ON SHEETS 25 a 25. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEwN0 SUM PANELS. ANCHORM.F IeiADER N F'1 F �I HEADER (I SHALL BE AS MENTIONED IN 0.1) AND IN 0.2). 1 I' , IN ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE + N 1/2' ,/4• I G 1/2' , 1/{. IN ALLOWABLE STRESS FUR WIND LOADS WAS I= USED IN THEM ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN ,: 1/2• 1/4• �' 1/2' ' _ i/{' i 1/{• w, I H N. ( ) BE INSTALL[0 FUI LOWING ALL OF THE RECOMMENDATIONS AND SPE17FIali(NN5 OF THE ANCHOR'S MR•.. t L ....I NI/'PIR ,��T,'. I I __`.__-.. .1. M . .. •-2 DETERMINED N ACCORDANCE WITH D S. TOWS C ANCHORS SHALL 1 it « _ uln. REOURED . " ) Ma• f MA#UfAt'nJRLR. MsA•. 7' .. w000 WOOD HUD STORM PANEL'S AOCOUACY FOR N1i•ACI AND FATIGUE pES,S'IANCf. HAS B[EN YCR,FIED N ACCORDANCE WITH SECTION 1826 OF bin REOUBIF9 � LR I THE ABOVE MENTIONED CODE AS PER FLNESTPATION TESTING LABORATORY. INC. REPORT P 2032. AS PROTOCOLS TAS-201. 1I a SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SW]NDNESS Or THE STRUCTURE WHERE, SHUTTER 11 ', IS TO BE ATTACHED To INSURE PROPER ANCHORAGE THIS SHUTTER SHAG ONLY BE ATTACHED TO CONCRETE, BLOCK -;,-_, "SYSTEM TAS-20J� ... 1 L...:_ _ : F. 2, TILLS SYSTCM 11Fu BEEN DESIGNED TO 6E MSTALxFL7 ON THE OUTSIDE Of THE DR WOW FRAME BUN,DINGS, t1TPAM11W/ ' r .I /^,11 3 [ _� y,, rN91pF W/0 THE USE OF A IApO[R OR LN'T TNfS APPIICATXRI IS VALID WHEN Il TION E19uIN,ENOED TO BC6 PLRFORMT.D 12. THE tNSTAL,ATTDN CONTRACTOR 15 TO SE.K/GUI-R ALL SHUf•tER COMPONENT! EDGC5 WHICH REAINN IN CONTINUOUS (i �U ! 1.11 FROM THE INSIDE OF 5fRUC'FINFE, CONTACT WITH TALC BUILDING 10 PREVENT WWO/OWN INTRUSION. CAULK AND SRN. SHUTTER TRICKS AU. AROUND FULL 1X61LNC A ISMISCL/ -7 m rxAK ""t0 w' IaF I �'3. SEINES 7000 INSTALLATION 15 MPt..M,ABIC 10 SMCLI' AND obU&f HUNG STYLE' WINDOWS WNCN IN§TM1AiICM1 IS REWIRED TO Bl LL 11 'E` PANEL LENM.GTH OIA45 'L• Nr. FFF"' fjL p¢ sONAUIt i PERFORMED FROM THE INSTUE Or STRUCTURE 13 Stow PANEL INSTALLATION SNKl COMPLY WITH SPECS INDICATED IN THIS DRAWING CLUE ANY BUILDING AND ZONING EXISTING lBl< a WE PANEL LENGTH NOT(Nt •EIAIW EXISTANC 11M "• 101 ( PivlFl 11LW'ItI j a flriT ip .1 TM/iEl LENGTH ( Mn.i3RAMiPM _ CLASS --'4 ON ,q l REGULATIONS PROVIDED BY THE JURISOICTION WHERE PERMIT IS APPLIED TO. LENGM oN fI[tr 1p 1 Skw I (SEE NOTE I BELOWI SEE NOTE BELOW) I ES AND IZONIAt. SbOFRF STYLE WINDOWS WHEN MN. WWMwM LING AND HOR 4. SERIES 2000 IN5IALIATgN IF APPLICABLE TO StNCLE. DOUBLE H GLASS 'o •'M% ^t:. _ ( ) pAgf--I m awi - __ .,,, (Set NOTE $FLAW) CLAM PANEL LENGTH ... _ .'t;. PANEL LENGTH INSTALLATION IS REQUIRED TO BE PERFORMED FROM INC INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS, ANC. E - 2 HANG STORM PANEL SYSTEM' IS PATINT FOIDfNB, 1 7 t- __ w WILT IS) 1/{'W-fOt1" 1.. C" ) a »m rq t/{•P-f0.1• j(' - ON (SEE NOTE 1 BELOW) 1- T (SEE. NOTE t BROW) W/ IM.b. Ou"�- /N••-N'"- „may .... -_ 5, AEI. ALUMINUM EXTRUSIONS TO Of 6063-TB ILO+ AND TEMPER. (UNLESS OTHERWISE NOTED) t0. (IS) THIS PRODUCT NKLMIIOH DOCUMENT (P.E.O.) PREPARED DY MFS fNQWCEW IS GENERIC AND GOES PIKMOF. }/]7•I..NriBNiP3/J2' I S.S. U.S. �F INFORMATION FOR A Stli'E SPECIFIC PROJECT: Fe Xnl[RE Mf SITE CONDITIONS bE'AATE FROM 11if P.LO r 1 1 1 l �. • „, I • 0, ALL NUMWUM SHEET METAL USED AT CLOSURES SMALL NAVE 9fa5'-WAG ALLAY . ',: ��..._ a... .: `1- e' ...-_. ,Y' .. •:�' ... -, _ r N1/f t ,1 e- (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 1/7' (.. 7. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL OUALFIY STEED., ASTM A-653 GKAO'- 50 Min.. GALVANIZED STEEL THIS PRODUCT BASED ON 74S PE.D. PROVIDED HE l 1 r t 1Y T—ON /SHE DOES NOT OEYNIE FROM ME CONDITIONS OEtNLEb ON DESIGNATION W/FY- 53.5 kal (AFTER ROUND) THIS DOCUMENT CONSTRLICFIDW SAFETY AT 5n£ K THE CONTRACTORS RESPONSIBRIT'. IEIDWpT1, OF BATE 6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSt SERIES OR CORROSION RESISSANT CaATED CARBON STEEL AS PER DIM (e) THIS PRODUCT EVALUATION DOCUMENT YRLL BE CONSIDERED INVALID IF MODIFIED OfNETM1ION A7 / 50016 W/ SO kei YIELD STRENGTH AND 90 keI TENSILE STRENGTH i SH4LL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.0 (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH OIL 4. BOIL EU AVOA A- 7 GALVNN2 L. OR ANSI 304 SERIES STAINLESS STEEL. WOO 36 so, MINIMUM YIELD STRENGTH .) PROJECT AND WHO WALL, BE RESPONSIBLE FOR THE PROPER WITS M FIN USE THE ENGINEER Of RECORD, D� �S ADELEGAIL ENGINEER TO THE P.E.D. ENGINEER. SMALL L I WS SUBMITTO C THIS U W! 1. �y 6 ,J ri. - 1- I IL 1 •.^ . y 1 10 ANCHORS TO WALL SMALL BE AS FDL10 ' Lip , 1`V , `o. F0. -� - 1 ' REVIEW U) i() E]LL ZETA: INKIREC .L4EKIiETE' (») THIS PLEA. SHAD, BEAR THE DATE AND OROMAL SEAL AND SIDNr" Or THE PROFESSOW ENGINEER OF ,r . :_ 1 N'B- 1 Y w I :- _ _ 1 �0 ..^: CO. ~ ..! 6' - I%N •W X 7/00 GIK--FN ANCHORS, ASURED BY ANNLFACI.TW, BINLDE1f. XIC. (SRN YCa3192 R.e,I.) RECORD THAT PREPARED O Cart �O ,-. / 7QJ� 9D ,S. / EO r t/1 P-fO.aL/13.5. Y.S W/ , - D BY DEWAL INC. ' -3000 .e.V, 10. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL LN v �i 1/eY . 3 ]v2. ...} .., 7/t"aA/34 WING NM .. - '-: i ,�14-)D WANELMATE ffW4C 10 6 PAN0.MATE PW5 NICNORS. ASiMNNF DIACT'URfO 6Y ELCO CONSTMICPIGN PRrODUCiS. 11/rW . 3/37' WINO. NUr � i� :, MR'ova(BEYOND)NG�'i I'~' 'I VM41EP O 12 1 1 ,if -.-� '.� i/B'WII]/]2 WM WTI '' � �. � I ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BULLDOG CODE. ONE LABEL SWILL BE PLACED POET MJh' OPENING WASFpR • /3 1l2' O.G. I', /a' 0.4 IWmiER (OEYDND) D ! 1 t 1 I (, —sm PAJ) LABELING TO COMPLY WITH SECTION 17099.2 OF THE "IDA BUILDING CODE { W rwcaN W r o.c ' •, , PION Al YIDrDM V 111AGOBNEO W/ Br ` I 1 TAPODN q r O.0 - .--^. T �, 1' a MN. TItKA0E0 I ` L_ �7Po•• . ]/J2' WNG NUT S 7 rA a s/]a' L.NO Nl,i A. I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALT BE 1 3/4' AM 2- FOR PANELMAIT I!4•P 1PPCpl . B') / 4 2.4' WOOD P 1C 2`14' wDIX/ PLATE , MITmiDED , , 7TWN"'"Ai $tIn' n --: • I _.. .. OF PLAN ' ! _:.-: I REOIRRCO l FEMALE 10 k PAMELNATE PLUS. ACCRETED W/ fNa) PO+[716A • py REOIWNED LA I WASHER 0 B 1/{' O.C_ I;'WASHER r (KYONO) y(f FSOIXKD , �� A2) MINIMUM EMBEDMENT OF 1/4Y X 7/e• CALK -IN ANCHORS SHALL BE IS 7/6" INTO CONCRETE. NO EMBEDMENT INTO OF PLATE Or PLATE '1 1. WDDD R 4' WODp PLATE # .I /14-1/ AMELMArr P S : .'I ANY FINISH MATERIAL SHALL BE PERMRIED y SCALE 3Po•*1"% THIEN[moW / I {• O.C. W 1 T INTO 0-20 SS SIDEWALK BOLLS USED SHAH BE LONG [NWA7HISNOULD ANY i1NPSH MATERIAL f%Y5T ro ENGAGE 3 l 1y��� y ^� '- IAM,''MBWIOTN Of PLATE ,KN '.. AATT MMOCIH OFPP TON .,� ,, o RITD ANC/WRS. ) / ' A. TI(� }14' INGO PWE 'e2E�1` aN000 PIATr W 6 Ile O.0 W 1 )%6 I I _ .YCA,Wi BILL i� �dIIL„Y 1INO ALLIATI I� .. .' ._ y' - A3) IN CASE THAT PRECAST STONE, PRECAST COFKRErf PONIES, OR PAVERS 9f FOUND ON THE E7t1511N0 WALL Dt SCALE 3/6•-1WALL ELATION NG FLOOR. ANCHORS SMALL. BE LONG ENOUGH 10 REACH THE NUN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL 3Ar•'VCENS''•.! i„WIIIII '""Musk" BE AS MENTWED IN At) AND IN A.2). SCALE 3/e-1' BOAU 3/0•-," Pp T11(n ,FP.....,[[/ 4, Q LIRE SAEEW PANEL � No.44167 ..L14• ..: ••••,., �. ..• ✓ '4y (B) TD..^'K7'� FweRFTr BrrX.. WALL yt,, s a GEN SCALE 3/e'-1' f ,•' \GENE ' 9 SCALE ]/B'-,a a fl►;'� 'Sf FLORIDA BUILDING CODE (High Y•,oc Hu can* Zone V r 1 f FLORIDA BUILDING CODE Ni h Va,ocit Nurrioons Zon• _ t/4' B TAPCDN ANCHORS AS MANUFACTURED BY LtW BUOLCX. INC FLORIDA BUILDING CODE (High Vbbo MuMcar,e NSTALUTgNf ARE CNLY VALID FOR BUILDINGS WITH ALSO. aEs+RI I/i,Gf eR000 RxtLlCO. RLG F.P - 1/{' P X 7Po' CHILL-IW ANCHORS, AS 1MNUFACTURLD er pEWAL7 INC. (R'N,.IS00 e - e7Me T1mXf. AIG , w TO ,653. -».o Ps AND PANEL'S tt]ILTH W To e'-e' 4 1 = emA f NOa. OLIO rP MOTES (JG 44187 s 20 GAGE GALVANIZED STEEL STORED PNUREL R' ') O,� •,, A( 1!N 2O CAGE GALVANIZED STEEL STORM PANEL 3 NO• it 20 GAGE GALVANIZED STEEL STORM PANEL mA•n e1^ 1. INSTALLAraN9 ARE ONLY VALID FOR 6LALQNGS WITH A.SO DESIGN LOADS * /-" •: it a" -',L• .-'. DROP In. - #114-PROD10 (NELV.AIM FEMALE IO "� PAHCLMATC PLUS ANCHORS, As MANUFACTURED BY ELCO CDNSDiL1CT10Fl I - i OIw 7 FOR NO . W/ FRAME CONSTRUCTION lC7or W55 O MEMBERS TO K 7GDU,N$AN y' '-, iTLT G O INt. ' L * 1 PRiE N0. a, w/ sPfCFrt 17EN5rYY DF 0.56 OR EouAL % # :• -- :-l^ .�-.,.c. ,ter m!y/BPFII UP ip S. -T2a F5F' AND PANCA's. LENGTH uP rc B'-e'. ... �' Or,ZFA/isti • NAL. ; B1/B aT PROTECTION PRODUCTS, 11C. "w: z SATES- __GLOBAL PROTECTION PRODUCTS, LLC. DATE - ... j �A GLOBAL PROTECTIONI PRODUCTS. LLC. P " .q'• x I L C O IMb. 2. FOR NEW WOOD FRAME CONSTRIIGTION: WOOD MEMBERS TO BE SOUTHERN y ram+ D MDD sW. 51 SRWA �"1�/2.G F 'J I�C MAID sW B7 MIT w •jr '. V' - an Sw a, STNM y O ORIO TMrb, rL SU14 �(�f'•. �• , aL'N. R •Uaf4 NNE N0. 2, W/ SFROIFIC DENSITY CN 0,55 OR EOWI. �• lEn.:: _ G , 1t• !w a. ,r r1la., II,�a A 3NM "fO111 LniMBF-TBAB. rwc LM,)♦w-BHT 20-176 �i • • ••••• . r 7 wWAW WAia n AWr npNE LBw 20-178 , Zama a aw W, r a " WIWc. (Be{fAB7i a. r11i4 E+B+Ww-BAT '1G' M",` 1SC/ .,. � E . � wA.• faLl w_1 ,li'E.. TILL n", PN-1•N -____ _ _ �•.r�iia Frs: (MQw-s»7 _ __ _.._ Fw , (r E»„FW R+. . a.-IAn INSTALLATION DETAIL„ FOR OPTION /2 FOR j,(FE SAFETY STORM PANEL SYSTEM TALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY ST E SYSTEM 1N eel€nAE VALID _ ►uNa cTTS(j(�1PAN•7 gVCETru INTO EXISTING WOOD STRUCTURES jNTO. EXISTING WOOD STRUCTURES — ) BEEN vcRlf,tD fE1R taMPUA71cE IN ) TAPCON ANCHORS AND ANEIMAIE FEMALE ID k ANELIMTE PLUS INTO CONCREii r^ -... _... `-_ j ACCORDANCEHANG STORM THE 2020(DMA EOD THIS Of IKET FLp�WMA&IRA0NG K (P.EQ. NA5 B. 1' BLRCN SMALL EMBEDMENT j 'AFC P P } Ip 1 DESIGN WIND LOADSSMALL2BiETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOL 8.2) MINIMUM EMBEDDMENT OF 1/4.0 X 7/0' CAUL -IN ANCHORS SHALL BE 15 7/8' INTO CONCRETE. W *, X.X' HE u�--J:` FDA A WIND SEED AS REWIREDHE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PENMRIED. I'I WOOD HEADER If w.vu, HEADER � `I,' WOOD NFAOER • ': •,11 F01L A DWECTIONAUIY (ACTOR KC.0.6a. USING ASCE 7-,B AND SOLI NOT EXCEED TALL MAXIMUM fASA.) 1/4• 0-20 SS 510EWALN BOLTS USED SHALL BE LONG ENOUGN(SHOULb ANY FtNISN MATERIAL FXRF) TO . REGUM I ' ' "� .� t 4'• ZAPCOW B r O.C. -._ —' I' : I 1 P TAPCON • 6' O.C. OCwN PRE'SLSURE "III 5 INDICATED ON SHEETS 25 ! 2C EWWOE 3/4' INTO ANDIWRS. "7 •' ✓ .. / bN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DEBIGN WIND LOADS DETERMINED PER ASCE 7-16 1 1"I TAPCgI . 6. O.C.1 {y TAPCN)N . e' O.0 ...:, • .-. :: 1 {Y tAKON r r O.C. t I {'• ,MCgI • •' O,C. T , Y MiN. 1I1R7Zt1FD _..W + / / / / , / /1 t/a WN. WOODOtO j !,. ,^....... W t I/7' MIN, WOODTHREADED "� ' � - W t t/7' MPI RMEAOED I' . I "M 1lY Mm. TNWMED ,'. ' � �/ I ' -..->P 1 F a' Mw. ,NREI'MD PiNCiRAr10N A7 W000 ' • PENCIRATION AT WOOD SMALL BE flR51 REDUCED 10 LSD. DESIGN WIND LOADS BY MULnPL'(RIG THEM BY 0.6 IN ORDER TO 8.31 IN GASL THAT PRECAST STONE. (IT PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WW. ,I TYON AT tL00a I' TiON Ai w009 1. J KN[Ttut,oW AT WOOD MW A7 IWDO I I!'' HEADER i4? HEADER TO COMPARE THESE W/ MAX. (A.5.0) DESIGN PRESSURE RARNCS ROCATED ON SHEETS 25 a 25. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEwN0 SUM PANELS. ANCHORM.F IeiADER N F'1 F �I HEADER (I SHALL BE AS MENTIONED IN 0.1) AND IN 0.2). 1 I' , IN ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE + N 1/2' ,/4• I G 1/2' , 1/{. IN ALLOWABLE STRESS FUR WIND LOADS WAS I= USED IN THEM ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN ,: 1/2• 1/4• �' 1/2' ' _ i/{' i 1/{• w, I H N. ( ) BE INSTALL[0 FUI LOWING ALL OF THE RECOMMENDATIONS AND SPE17FIali(NN5 OF THE ANCHOR'S MR•.. t L ....I NI/'PIR ,��T,'. I I __`.__-.. .1. M . .. •-2 DETERMINED N ACCORDANCE WITH D S. TOWS C ANCHORS SHALL 1 it « _ uln. REOURED . " ) Ma• f MA#UfAt'nJRLR. MsA•. 7' .. w000 WOOD HUD STORM PANEL'S AOCOUACY FOR N1i•ACI AND FATIGUE pES,S'IANCf. HAS B[EN YCR,FIED N ACCORDANCE WITH SECTION 1826 OF bin REOUBIF9 � LR I THE ABOVE MENTIONED CODE AS PER FLNESTPATION TESTING LABORATORY. INC. REPORT P 2032. AS PROTOCOLS TAS-201. 1I a SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SW]NDNESS Or THE STRUCTURE WHERE, SHUTTER 11 ', IS TO BE ATTACHED To INSURE PROPER ANCHORAGE THIS SHUTTER SHAG ONLY BE ATTACHED TO CONCRETE, BLOCK -;,-_, "SYSTEM TAS-20J� ... 1 L...:_ _ : F. 2, TILLS SYSTCM 11Fu BEEN DESIGNED TO 6E MSTALxFL7 ON THE OUTSIDE Of THE DR WOW FRAME BUN,DINGS, t1TPAM11W/ ' r .I /^,11 3 [ _� y,, rN91pF W/0 THE USE OF A IApO[R OR LN'T TNfS APPIICATXRI IS VALID WHEN Il TION E19uIN,ENOED TO BC6 PLRFORMT.D 12. THE tNSTAL,ATTDN CONTRACTOR 15 TO SE.K/GUI-R ALL SHUf•tER COMPONENT! EDGC5 WHICH REAINN IN CONTINUOUS (i �U ! 1.11 FROM THE INSIDE OF 5fRUC'FINFE, CONTACT WITH TALC BUILDING 10 PREVENT WWO/OWN INTRUSION. CAULK AND SRN. SHUTTER TRICKS AU. AROUND FULL 1X61LNC A ISMISCL/ -7 m rxAK ""t0 w' IaF I �'3. SEINES 7000 INSTALLATION 15 MPt..M,ABIC 10 SMCLI' AND obU&f HUNG STYLE' WINDOWS WNCN IN§TM1AiICM1 IS REWIRED TO Bl LL 11 'E` PANEL LENM.GTH OIA45 'L• Nr. FFF"' fjL p¢ sONAUIt i PERFORMED FROM THE INSTUE Or STRUCTURE 13 Stow PANEL INSTALLATION SNKl COMPLY WITH SPECS INDICATED IN THIS DRAWING CLUE ANY BUILDING AND ZONING EXISTING lBl< a WE PANEL LENGTH NOT(Nt •EIAIW EXISTANC 11M "• 101 ( PivlFl 11LW'ItI j a flriT ip .1 TM/iEl LENGTH ( Mn.i3RAMiPM _ CLASS --'4 ON ,q l REGULATIONS PROVIDED BY THE JURISOICTION WHERE PERMIT IS APPLIED TO. LENGM oN fI[tr 1p 1 Skw I (SEE NOTE I BELOWI SEE NOTE BELOW) I ES AND IZONIAt. SbOFRF STYLE WINDOWS WHEN MN. WWMwM LING AND HOR 4. SERIES 2000 IN5IALIATgN IF APPLICABLE TO StNCLE. DOUBLE H GLASS 'o •'M% ^t:. _ ( ) pAgf--I m awi - __ .,,, (Set NOTE $FLAW) CLAM PANEL LENGTH ... _ .'t;. PANEL LENGTH INSTALLATION IS REQUIRED TO BE PERFORMED FROM INC INSIDE OF STRUCTURE. 14. ATRIUM WINDOWS AND DOORS, ANC. E - 2 HANG STORM PANEL SYSTEM' IS PATINT FOIDfNB, 1 7 t- __ w WILT IS) 1/{'W-fOt1" 1.. C" ) a »m rq t/{•P-f0.1• j(' - ON (SEE NOTE 1 BELOW) 1- T (SEE. NOTE t BROW) W/ IM.b. Ou"�- /N••-N'"- „may .... -_ 5, AEI. ALUMINUM EXTRUSIONS TO Of 6063-TB ILO+ AND TEMPER. (UNLESS OTHERWISE NOTED) t0. (IS) THIS PRODUCT NKLMIIOH DOCUMENT (P.E.O.) PREPARED DY MFS fNQWCEW IS GENERIC AND GOES PIKMOF. }/]7•I..NriBNiP3/J2' I S.S. U.S. �F INFORMATION FOR A Stli'E SPECIFIC PROJECT: Fe Xnl[RE Mf SITE CONDITIONS bE'AATE FROM 11if P.LO r 1 1 1 l �. • „, I • 0, ALL NUMWUM SHEET METAL USED AT CLOSURES SMALL NAVE 9fa5'-WAG ALLAY . ',: ��..._ a... .: `1- e' ...-_. ,Y' .. •:�' ... -, _ r N1/f t ,1 e- (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 1/7' (.. 7. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL OUALFIY STEED., ASTM A-653 GKAO'- 50 Min.. GALVANIZED STEEL THIS PRODUCT BASED ON 74S PE.D. PROVIDED HE l 1 r t 1Y T—ON /SHE DOES NOT OEYNIE FROM ME CONDITIONS OEtNLEb ON DESIGNATION W/FY- 53.5 kal (AFTER ROUND) THIS DOCUMENT CONSTRLICFIDW SAFETY AT 5n£ K THE CONTRACTORS RESPONSIBRIT'. IEIDWpT1, OF BATE 6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSt SERIES OR CORROSION RESISSANT CaATED CARBON STEEL AS PER DIM (e) THIS PRODUCT EVALUATION DOCUMENT YRLL BE CONSIDERED INVALID IF MODIFIED OfNETM1ION A7 / 50016 W/ SO kei YIELD STRENGTH AND 90 keI TENSILE STRENGTH i SH4LL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.0 (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH OIL 4. BOIL EU AVOA A- 7 GALVNN2 L. OR ANSI 304 SERIES STAINLESS STEEL. WOO 36 so, MINIMUM YIELD STRENGTH .) PROJECT AND WHO WALL, BE RESPONSIBLE FOR THE PROPER WITS M FIN USE THE ENGINEER Of RECORD, D� �S ADELEGAIL ENGINEER TO THE P.E.D. ENGINEER. SMALL L I WS SUBMITTO C THIS U W! 1. �y 6 ,J ri. - 1- I IL 1 •.^ . y 1 10 ANCHORS TO WALL SMALL BE AS FDL10 ' Lip , 1`V , `o. F0. -� - 1 ' REVIEW U) i() E]LL ZETA: INKIREC .L4EKIiETE' (») THIS PLEA. SHAD, BEAR THE DATE AND OROMAL SEAL AND SIDNr" Or THE PROFESSOW ENGINEER OF ,r . :_ 1 N'B- 1 Y w I :- _ _ 1 �0 ..^: CO. ~ ..! 6' - I%N •W X 7/00 GIK--FN ANCHORS, ASURED BY ANNLFACI.TW, BINLDE1f. XIC. (SRN YCa3192 R.e,I.) RECORD THAT PREPARED O Cart �O ,-. / 7QJ� 9D ,S. / EO r t/1 P-fO.aL/13.5. Y.S W/ , - D BY DEWAL INC. ' -3000 .e.V, 10. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL LN v �i 1/eY . 3 ]v2. ...} .., 7/t"aA/34 WING NM .. - '-: i ,�14-)D WANELMATE ffW4C 10 6 PAN0.MATE PW5 NICNORS. ASiMNNF DIACT'URfO 6Y ELCO CONSTMICPIGN PRrODUCiS. 11/rW . 3/37' WINO. NUr � i� :, MR'ova(BEYOND)NG�'i I'~' 'I VM41EP O 12 1 1 ,if -.-� '.� i/B'WII]/]2 WM WTI '' � �. � I ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BULLDOG CODE. ONE LABEL SWILL BE PLACED POET MJh' OPENING WASFpR • /3 1l2' O.G. I', /a' 0.4 IWmiER (OEYDND) D ! 1 t 1 I (, —sm PAJ) LABELING TO COMPLY WITH SECTION 17099.2 OF THE "IDA BUILDING CODE { W rwcaN W r o.c ' •, , PION Al YIDrDM V 111AGOBNEO W/ Br ` I 1 TAPODN q r O.0 - .--^. T �, 1' a MN. TItKA0E0 I ` L_ �7Po•• . ]/J2' WNG NUT S 7 rA a s/]a' L.NO Nl,i A. I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALT BE 1 3/4' AM 2- FOR PANELMAIT I!4•P 1PPCpl . B') / 4 2.4' WOOD P 1C 2`14' wDIX/ PLATE , MITmiDED , , 7TWN"'"Ai $tIn' n --: • I _.. .. OF PLAN ' ! _:.-: I REOIRRCO l FEMALE 10 k PAMELNATE PLUS. ACCRETED W/ fNa) PO+[716A • py REOIWNED LA I WASHER 0 B 1/{' O.C_ I;'WASHER r (KYONO) y(f FSOIXKD , �� A2) MINIMUM EMBEDMENT OF 1/4Y X 7/e• CALK -IN ANCHORS SHALL BE IS 7/6" INTO CONCRETE. NO EMBEDMENT INTO OF PLATE Or PLATE '1 1. WDDD R 4' WODp PLATE # .I /14-1/ AMELMArr P S : .'I ANY FINISH MATERIAL SHALL BE PERMRIED y SCALE 3Po•*1"% THIEN[moW / I {• O.C. W 1 T INTO 0-20 SS SIDEWALK BOLLS USED SHAH BE LONG [NWA7HISNOULD ANY i1NPSH MATERIAL f%Y5T ro ENGAGE 3 l 1y��� y ^� '- IAM,''MBWIOTN Of PLATE ,KN '.. AATT MMOCIH OFPP TON .,� ,, o RITD ANC/WRS. ) / ' A. TI(� }14' INGO PWE 'e2E�1` aN000 PIATr W 6 Ile O.0 W 1 )%6 I I _ .YCA,Wi BILL i� �dIIL„Y 1INO ALLIATI I� .. .' ._ y' - A3) IN CASE THAT PRECAST STONE, PRECAST COFKRErf PONIES, OR PAVERS 9f FOUND ON THE E7t1511N0 WALL Dt SCALE 3/6•-1WALL ELATION NG FLOOR. ANCHORS SMALL. BE LONG ENOUGH 10 REACH THE NUN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL 3Ar•'VCENS''•.! i„WIIIII '""Musk" BE AS MENTWED IN At) AND IN A.2). SCALE 3/e-1' BOAU 3/0•-," Pp T11(n ,FP.....,[[/ 4, Q LIRE SAEEW PANEL � No.44167 ..L14• ..: ••••,., �. ..• ✓ '4y (B) TD..^'K7'� FweRFTr BrrX.. WALL yt,, s a GEN SCALE 3/e'-1' f ,•' \GENE ' 9 SCALE ]/B'-,a a fl►;'� 'Sf FLORIDA BUILDING CODE (High Y•,oc Hu can* Zone V r 1 f FLORIDA BUILDING CODE Ni h Va,ocit Nurrioons Zon• _ t/4' B TAPCDN ANCHORS AS MANUFACTURED BY LtW BUOLCX. INC FLORIDA BUILDING CODE (High Vbbo MuMcar,e NSTALUTgNf ARE CNLY VALID FOR BUILDINGS WITH ALSO. aEs+RI I/i,Gf eR000 RxtLlCO. RLG F.P - 1/{' P X 7Po' CHILL-IW ANCHORS, AS 1MNUFACTURLD er pEWAL7 INC. (R'N,.IS00 e - e7Me T1mXf. AIG , w TO ,653. -».o Ps AND PANEL'S tt]ILTH W To e'-e' 4 1 = emA f NOa. OLIO rP MOTES (JG 44187 s 20 GAGE GALVANIZED STEEL STORED PNUREL R' ') O,� •,, A( 1!N 2O CAGE GALVANIZED STEEL STORM PANEL 3 NO• it 20 GAGE GALVANIZED STEEL STORM PANEL mA•n e1^ 1. INSTALLAraN9 ARE ONLY VALID FOR 6LALQNGS WITH A.SO DESIGN LOADS * /-" •: it a" -',L• .-'. DROP In. - #114-PROD10 (NELV.AIM FEMALE IO "� PAHCLMATC PLUS ANCHORS, As MANUFACTURED BY ELCO CDNSDiL1CT10Fl I - i OIw 7 FOR NO . W/ FRAME CONSTRUCTION lC7or W55 O MEMBERS TO K 7GDU,N$AN y' '-, iTLT G O INt. ' L * 1 PRiE N0. a, w/ sPfCFrt 17EN5rYY DF 0.56 OR EouAL % # :• -- :-l^ .�-.,.c. ,ter m!y/BPFII UP ip S. -T2a F5F' AND PANCA's. LENGTH uP rc B'-e'. ... �' Or,ZFA/isti • NAL. ; B1/B aT PROTECTION PRODUCTS, 11C. "w: z SATES- __GLOBAL PROTECTION PRODUCTS, LLC. DATE - ... j �A GLOBAL PROTECTIONI PRODUCTS. LLC. P " .q'• x I L C O IMb. 2. FOR NEW WOOD FRAME CONSTRIIGTION: WOOD MEMBERS TO BE SOUTHERN y ram+ D MDD sW. 51 SRWA �"1�/2.G F 'J I�C MAID sW B7 MIT w •jr '. V' - an Sw a, STNM y O ORIO TMrb, rL SU14 �(�f'•. �• , aL'N. R •Uaf4 NNE N0. 2, W/ SFROIFIC DENSITY CN 0,55 OR EOWI. �• lEn.:: _ G , 1t• !w a. ,r r1la., II,�a A 3NM "fO111 LniMBF-TBAB. rwc LM,)♦w-BHT 20-176 �i • • ••••• . r 7 wWAW WAia n AWr npNE LBw 20-178 , Zama a aw W, r a " WIWc. (Be{fAB7i a. r11i4 E+B+Ww-BAT '1G' M",` 1SC/ .,. � E . � wA.• faLl w_1 ,li'E.. TILL n", PN-1•N -____ _ _ �•.r�iia Frs: (MQw-s»7 _ __ _.._ Fw , (r E»„FW R+. . a.-IAn FOR SERIES 2000 DIE 1000 E—Z HANG STORM PANELS (SCALE 15.196' (tDTAL WON) ,—_2 591 _..__. _._.. _. 12,500' (EFTLCTME WIItH7 t-2,250• 3'/24 (Kc NL7IE a BLI.OLi T'/24 I► r 4'/24a► Q r/ ew r/o 0• (E) _ !(& ESE[ NPR 2 eELop InAw ; 4 F 1 r 66 X L I i j RIR 7 i 1 «RRIoI PAMIL RAR � trNNL , Ism Neale IPA,z l3wA Fi J ( Pwa) DIKrEt»Im' I ? i sfiroNOTE: x) a, i Kxo4 I I 1 9 �• � wNaNIT% I 14_L ,_� �..[.l �L_L_I �J �.►.. 1 111 �I_, G ..Ir7 18 %'L• (�S -ti SfL NDIE • dF1A11 - EEL Iw � ,A• LYXRRCIE AINOWRss NOR SEE BELOW Nm. $IE J� /� �/�-SC1WOAf ON BRIT H f0W %COD BIWCW: I M,i •DON"DAL S `dJ WpV /,"�/ ® SCE XOTk1TK O� BNEfY PR F' MN - OR W/'OR W ws PANU ID rD K K/N�PELEVATIONHANDLE lOAtylrANlt STORM PANEL sr AATALU W W INTENDED TO K NBVJJEo FROM XWIL 5/3E` • 1" 1NS,DE OF 4TWJC,IAK. �f/1' MIN, CAP /A' Ulu. OAP SECTION A -A BIOME ]�/'J2• -T- Fip,ic j1). DEEY6MTL. DF jEMFc 7000- E - 2 IMNR STORM PANEL SYSTEM CONSISTING OF PANEL . Cont. TPACItS TOP ! BOTTOM. (2)D. PANELS STIALL ALWAYS Be CONNECTED TO BOTTEIM WRACK OTHERWISE A STOP BAR B SHALL DE PROVIDED AT TOP OF SUCH PAe214, (3). K END PANELS ARE CONNECTED TO BOT10M TRACK. COINNECTION SHALL CONSIST of 1/4'e-20.3/4' M.S w/ 7/6'PA.s134' WEND NUr oa )/4'PNsi4• Mfn. ,HUA185CREW ALTO IAPi'ED .BOTTOM TYL1Ck LpC,LTpN Oi FASTENERS Wr Bf AT ERHOT OF TWO EXTERIOR FIAT FLANGES OF END PANEL ({). N CASE TINT ENO PANELS ARE NOT CONNECTED TO BOTTOM iWAfa( ().e. A STOP BAR K ONLY USED A7 TOPEE'}}j' A, BAST 1W0 PANELS SHALL BC CONNECTED ,O BOTTOM TRACK TOI �1Si0117fAIACK MAY OCCUR OCCUROA ( ILOCATIDI.GLSE, CON NECTIOFi OF PAWLS (S) SEE SECTION ,', J' A /' ON SHEET 24 SEE ANCHOR SCHEDULE ON SHEET 2S ....._._.. WN LAST As A 10 W OF ONE PANEL SHOWIN T ]• N. 2/24 i'/24 4 S PEART•7AKEL 0 (Sue NOTE L KTatq • IWI��_ FOMCWHI[ ANL]+IXW EM�7 ]' NaA ` - (fK 301fOLAf d1 LILT 767 - 1' tiY1. ' _ _ `,a,• fwb } I I I S III • , � I . t I 6pk j!I .) I � 1Ti{I jIi { i.�..9. _L- -.. L, ��...I . .l -!,1. 1.. I. � t Li_J�_ x,... 4J. _. '[,._� ,. .1• .{.. 1._.:.t � I ISO k 1' ]. 1901 Am Pn'.aJ gPiERWR PAF[l) 1 �W�E)iWR PMNR). -� (CND MMO.j?1 SEE 4 BELOW 4 ]� N KLOw I f I ..__...116Y` s �- •'� AfAA1,HgLNAPRM�(TWw�,,y;;/" OO PARGFO$INSTALLED AlEMYPI aM7WC�. ) uMYf K PR019Ca w �������f�R����s��oo 'r MRY :[I MISRTAA fD l "air �����P����S�� NWOE ar sTRNCT11Rc yP M. aw 1/4• IILa GM 1 SECTION B-B L� XT`ao1°'""wPF,Myi°sjN1pM i NO7G5 IOMt y3!' - 1' (,) OFSIT'IrtKII Of SERIES ,COO: E - I IW1Fi STORM PANEL SYSTEM CONSISTING OF PANEL . TRACKAT TOP & r7 BOTTOMS w/ µELLNTES, MATE PLUS OfEND PANELS SMALL AWtAt IS' LONG (2) PANELMxtES WILL ITB' USCD ,,(qq(��((]]MLLC//ONNE.CrSE�a LT�EXl,Q1 FRACIf 9a1yT�OM.y EFgT' PANELS wlw�G NU1 0R�1W/iiM 2Q0atl4• M(n. 1 /4ar3 I ("T1PYrt1)1 STAPO�2 (E'X.TCOr/ A5 OEBCRIBED ON NOTE (3) OW). M (3), iT)R CASES WHEN END PANELS ARE USE JpNiLY IN/ 15' LON6 T� AT ajlTTgA DI1T END PANELS ARE NOT oonNfCiFD To BaTi'ON TFNCN STOP BAR I� SW1L1 BC PROIOED AT TOP Or SUCH PANELS (s). FOR tNSTALUT10N5 WHEN END ENO PANB(E�L�S AND SOME INTERIM PANELS ARE DIRECTLY MAY 1w0 �ANELMATESYCOLLDwINGR SPAGNO B ONE CNLi'METI BOTTOM VTR/A�,CyK,3TpL2eAtL �. EDGE DISTANCE, FOR PHIS CA1',(a. IDEkOR PANEL. USED JaBIELY NOT NEED TO BE cGwLECTEo TD (T3R)F U'r ANY uEANs�. iRACX (2) sNAu. BBBEEE NSIALLEO SUCH THAT ADJACENT PANELS LEFT q Wlart sloe OF ERt01l PANEL) HAVE 1NpR OVERLAPS RETAINED BY OaiPe,T ,Pe,Ieee fBK a�Kr m>� is, ail b W1 E,'"oo'ia'� ,GNm aMOR,F �';"I eNm s A�FPID ea,aMt wart's as Am IAIa »6 i • YANG NJf • ) 5 � a _ E ' I {Nvr a7 —_�.'J R i u ai-•[/'7�) trip) a L�i'alrw'glN ' i f�,+raR,uf,• 10 wss. Y I I aWW •/ 3 n •,� e a a 11 4 i non a.OaIP 1 1 1 it P,-' ItW 3- F r,, •�1-.-__._JI, �i � � ,TUN Ti 1P/a M" � (- , �� » .:: :/' I � I , �� » � FBaao 4 p 7 I— { ,,''1-� '1r 1 �1 •!.-•r- (�\ ti..wP� ,+;;.,. /.' f /h'P/-LF+ma.,)+H' s Lm$Loy ar w } f.: ,/rY /'ALL aal R L^-24••-,.-TUG--- IN tOA ,/NYMI,]/.• MDIIII® 'V 1Q '••1.TY 1'M»:-� ��51' 41-e�1' lb EA qq( � YF J ' NA�ANLRRII LR �W�R»n 119.6% ,•••°Q i K / �I CREW (LW LW/MAx -/ - fi 1T/7/ni/a• wR i LNrWO CU Cu E •, '---•fA W ca»WIM ON Wtn A) �� 1 � o.A As, NWrf a) ���::�✓✓✓ SCALE 3Po•1` aF7LOOR TO C_ E1�1NG BEOWNT1NG INST, BUILD -OUT YDUNTING tNST. _ SECTION BW LPlarryllWs AegIKYDts FM V.., WALE 3/6-I' uY iv Is t�A AT IAALINMIIHINFI wlWq"q W(B ' ,oTWW«L1CJI Wr A_{�•PA. T,I//. Ar s1m IeI Law a $$DODO �A�\'T'VCEM ,''Vj� pBTAUA,%W „.f ak SHALE :3. raP a RIOHOAI IID,ANTIrs rAv K a FLORIDA BUILDING CODE N CpxWPel N ANY WLY TO sU17 ANY • "• o 'ypO ; s7A1E OF 20 OAOE GALVANIZED STET CU LO. • LLpL Lr,LIMA"N. Y' � � Iwo siFr 3GNb.AX �, GLOBAL PROTECTION PI aWW •/ 3 n •,� e a a 11 4 i non a.OaIP 1 1 1 it P,-' ItW 3- F r,, •�1-.-__._JI, �i � � ,TUN Ti 1P/a M" � (- , �� » .:: :/' I � I , �� » � FBaao 4 p 7 I— { ,,''1-� '1r 1 �1 •!.-•r- (�\ ti..wP� ,+;;.,. /.' f /h'P/-LF+ma.,)+H' s Lm$Loy ar w } f.: ,/rY /'ALL aal R L^-24••-,.-TUG--- IN tOA ,/NYMI,]/.• MDIIII® 'V 1Q '••1.TY 1'M»:-� ��51' 41-e�1' lb EA qq( � YF J ' NA�ANLRRII LR �W�R»n 119.6% ,•••°Q i K / �I CREW (LW LW/MAx -/ - fi 1T/7/ni/a• wR i LNrWO CU Cu E •, '---•fA W ca»WIM ON Wtn A) �� 1 � o.A As, NWrf a) ���::�✓✓✓ SCALE 3Po•1` aF7LOOR TO C_ E1�1NG BEOWNT1NG INST, BUILD -OUT YDUNTING tNST. _ SECTION BW LPlarryllWs AegIKYDts FM V.., WALE 3/6-I' uY iv Is t�A AT IAALINMIIHINFI wlWq"q W(B ' ,oTWW«L1CJI Wr A_{�•PA. T,I//. Ar s1m IeI Law a $$DODO �A�\'T'VCEM ,''Vj� pBTAUA,%W „.f ak SHALE :3. raP a RIOHOAI IID,ANTIrs rAv K a FLORIDA BUILDING CODE N CpxWPel N ANY WLY TO sU17 ANY • "• o 'ypO ; s7A1E OF 20 OAOE GALVANIZED STET CU LO. • LLpL Lr,LIMA"N. Y' � � Iwo siFr 3GNb.AX �, GLOBAL PROTECTION PI CU Cu E •, '---•fA W ca»WIM ON Wtn A) �� 1 � o.A As, NWrf a) ���::�✓✓✓ SCALE 3Po•1` aF7LOOR TO C_ E1�1NG BEOWNT1NG INST, BUILD -OUT YDUNTING tNST. _ SECTION BW LPlarryllWs AegIKYDts FM V.., WALE 3/6-I' uY iv Is t�A AT IAALINMIIHINFI wlWq"q W(B ' ,oTWW«L1CJI Wr A_{�•PA. T,I//. Ar s1m IeI Law a $$DODO �A�\'T'VCEM ,''Vj� pBTAUA,%W „.f ak SHALE :3. raP a RIOHOAI IID,ANTIrs rAv K a FLORIDA BUILDING CODE N CpxWPel N ANY WLY TO sU17 ANY • "• o 'ypO ; s7A1E OF 20 OAOE GALVANIZED STET CU LO. • LLpL Lr,LIMA"N. Y' � � Iwo siFr 3GNb.AX �, GLOBAL PROTECTION PI Q O V O O O O W Cu o �O L,,.._ Ca �I O FC, U V O ii LU Q = Z Z a ^J Li SHEET N0. SH 1,2 SHEET N0. SH 1,2 Imm—­ I I IiiiiiingliIIII-T-r-19yw7wm I Ipwp'T'_­ "I'l, 111VII 11 I '-?= I`1__w'-- --�_­ __ - - - __ __ - .: PRIMM RATM Cp&f.) AND PANEL LENOW *L! Sckmu FOR SEWS 1000/20M E-Z HAND STOW PAWL (T) S=M LVAID ONLI-EOR-EAKL�-Wh.i.�-A..ILJLUowik.l"-MLS-vsa.aAL MIJIMUM ASO Demm", I "'K.M-C'" - APM TO .4111c. -75�3 1 . Go " 2 slir SOLVED. I I'^ - 2'. 3.. "W. �­ 1 3-W ___ -66-0. -75.3 -- � ----r , I/, __ NXTKD - - 4 A 4`0 m;1;xF;Q=- ... .. I R, W`WUNU" A, QYURUNP & HXX OF PANEL UNKIN or PANEL N".%-il'ili'W.W,q.m.li,l�,�.'84;�**ill;�41.7�lil'��wf.7wnlr,!:[.]K.;.:.;,ii-i.;.:-I�7T-��,wr.i�ii,iv�'W"�.�::.;, I 11115,117-11"11M. IM411-11mi.'�if,lllp�)i'-T',lmi:l(.N.z.:::.�,;4i4ww.�-7::.�,�xlo,71r.:.q�Wit�il�,.�sil;,;�:. ���ill!ll,ll�ililillillillill��M 1.411,�'.% �lml"G�;sIgmq ;;I illillillillmm=� MAXIMUM A.S.0 DESIGN 'Ur IRA (P.-I) MQOMUM ANCROWS SPAMING ION t. 0. . 3 i/2' - ___&z;:w___._7. APPLICABLE to a ANY or THEN VA.WU. PRAIA, LENGTH V (o) T04MPM 1 mamit mmAu 0 KANV,hKm -LUS to CONCRETE 1. -11 P-M To ,mcn, Ta CONCRETE 11LOCK TO CONCRETE TO CONCRETE ILOQK IV MIA 12' N/A I 12' N/A 12. N/A I- A 2- (TOP) IT' 3- * I ". 1. 1. A- - 5, 4- .u= 12, _ _:� Z­_ .r . 12' 5' a' C A" a" V (BOTTOM) SERIES 1000 .1 .66.0. -75.3 N/A [ ./A __ N/A I N/A - MIA .----.--. _. - N/A ---..- N/A 12 1/2" IT" 2' (BOTTOM) I ­ OR LESS I. 1 N/A ; 6 112' --- N/A i 4 112* N/A 1/2- M/A 3, (TOP) ­ 12* . N/A I If N/A Te _ 1/2* N/A E4 . 1/2- _____ N/A 1E.- - - 3. (BOTTOM) 17' - -_---T- - N/A 1 12. - MIA 1 12- M/A 1 I 12- MIA 4, (TOP) 12- I 1. I 12' , P. - ,9__T/y ... .... ... - �_ IT it' i 12' I.- - it* ,..I . IF UMITED 70 SLID P.wt. AS.D DESIGN PRESSURE RATING A SOL SHEET 26 FOR ANCHORS TYPE At SAAC04 POO INSINUATIONS 000 00110 FRAME ri4am MINIMUM ANCHOR SPACINGIS AND MINIMUM EON ONITANCE AM INDICATED Ok InS SCHRIXIJLL� ADS C 0 USE P60 INDICATIM) ON SCING)MA REDUCE AN04OR SIVICIND NY "IftWX VACNG tj,*M ON SCHEDULE SIT THE MLOWK FACTORS FOR THIS OPERATION 10 RE PO1ISIX REDUCED SPACING OBTAINED USING FAC S4MI ="= ....... . INDICATED MR EACH ANCHOR I'm AT . ANOW TIRE . ye... 1/4'. -1 I - . IgNswitl -1/4*. � Ile. - - "'I'm to ."Iw* NINE anx- . __ vii, am" wmom 0.) - I I 3 ,- _i_­_ 2 I __ ammoinium, minow, On.) 3 __i___ mumbi _­ wonlo a." Ow ____ 3 ___ 3 In __ ___ 3 '/I ___ I-- # ow CA "A" I 'Ir . --- --I ,/r __ __ F- __ -o- .ii - ­ __ r _____ ____ _.ii___ — 3 I/r + - I I- I - I 1XV + IWOUIRIS Na.. DISTANCE BETWEEN SOYTN OF PANEL - Am 0 To K 1/2' V-1,1-11'.." F41,1­0 ++ Rroumms bft.. twolmics scrorEM wTmm Of PAMCLW�3/jr Am CD MO OR: 3/16' _ M_ t Le FLORIDA — --------.. GULAR, UEE SAFETY & E-Z HANG STORM (SCALE 112- I') PANEL SYSTEMS - ___ . ... ISAW CYCIAL "CqW) - -, . . - - - 2.1ar - � - � _- 12,500' (IFFECTNE WON) - C, - I Zso I i f.lod"r .6 - .103" � , - 1w. _ V. IW4. � I � 5GI - t 3?O' - �-� f ' ' � o 1/4, III - 1,30* - - I. I ) 1.230, , I 3�0' - I I 500* I I . . . � .374;L­ IW-+ _� .1255' ,. 19 MOQUE 0 6 1/4' - ,.lOo- I WE 1 i *,.. -- � V " —'I'r, 0.6c) rptt . � I I ' .7 11 I el 4 ' "' ' " D.. 4 - MR. INC. � I , � I � I I I I - I h (C) i - '..., , 3.375* , I �1 - . -4 1 I. .oar - - - . I. 'S� . 1671 +� I� ,i HEMMED EDGE OALVN*= Stm , , " - 21 . TYP .084' . . n ,p %. tow t cow so Humm 2 125* - 00CIA& A C-60 U" as ,7- I I 0 _�____ 11 Get . --I -1",--j 125' __(`TYP,� ilyp.) (D STORM PAKL I - - � (I � � __.. ,7__j__-_, I ! , _ . . 375 I ,� - 1,354, - I m.- PANELS SNIU K INVALL13) ALORTS FROM ar To RKINT W/ 1/1' i.1A At DID AT LEFT INDE OF PAM _ __ - 2 OOD' - - 2.387* - - - (�) 'No HEADER (�) NEW TRACK (�) ANQJ1 YATH STUD 11 ­� 4"" I . � w up FOGE PAWL 0024- (VIIIJ �'., �.., , Amot � DID, LEO , 11 W/ WINING, fm > "-I � �_ � toos, I . I'. : #270 . ' - "JAEL 4 ' GALVANM STEEL I . I 0 I I ". "�z - � I - - - , , 1_1_;`l� �,,<, - � � I -1.1 �� ,�� //. - I In", 0.7m, 0 . I - I - __ ?Do. I - � ., ' , .,� � - I * 1, fl_"-� C,11.� - 2 "I' ,� , ��:���� D.M1 - "Dae"� -, / 1 407* .. . E .6268 0 -T.'' , . ­ - r - � 042701. . , 0.250-0 ..�5_ i -- I I .. I "I ,- 2.250' - - -_ I �oo- - I 1; WMETRIC VIEW DETAIL A .133.1 �_ i, I 71 -1 -I - 111. PANEL . . �W&25" ��: - � OR (y) 11:) 4 .. T ROUNDED CORNER 0 ENDS OF PARECS ,.-.am, ., ; -1 END UP W/ HEMMED EDGE 7-2,379' - (nts) . I - 375, 1 -----.-r1— � Worpow 2i; A[rA&J 3 750' 072, I 2_SOO* a I 1067' .091 ("'PL) -71 11�0. U.-A 1 (�) KEY HOIX WASHIM JOS-4154 ALUM ALLOY f EDGE or PANE, (1) ML - 750- - I 2112 , . Iw � - I L 4 1 w SEE SHEET a "m ADOFMOWA .913' LIMITATIONS IF SAM Laman, is I J-. I �: I ,� 2'i:� i - �0111' , I 250' ; 75 . (�) ; - , . , _1 L _.. , . - I " ,.a pr - - 12V 4 L_ ONLY INS) FOR OVALLAY04 Ono WOOD, SIRUCTURIC, .� "Im. . 37 5o* - ,or . I � 125' 2 Coo , A tow, LI 1 - - 2 5441' - -Ile - -.050*0 0 LI - - __ __2!: )I I 11. 2150* . - I I I (Tw ) I - - I"Mm to S, MO. -- - - � O�SLEEVE I* MAX, - 2000, - I LENGTH * (@ Am= (9 oil TRACK @ PANEL MANGE M4' I 6. - ,. NO P-7111 ALLOY __ 3000* ,IiK�__` . , �aoo . I .. I 4 - _1� �`o .470' . .275* , ___ I "'A"01.7"'It ,00, Jk­ To III " 4 '� - - - -�� .002" A ... . 4P ,�,'.E�J�r min 7- 1 �_ y - I : �� : No. 44167 (USE ONLY SYSTEM) (I 1/40 WIDE) FOR E-Z HANG STORM PANEL 60,53-16 ALUM. ALLOY 1.671, Zone- ',,4 o %, I " -`0,__- I- 123' _. . iN, . i. 2 7' ', . .\ !� � JR." * 1. fi,) FLORIDA BILALDING CODE (Mon Wall Volmity Hu one Zone) MTEM INC. FJ` 24 CAGE CALVANIZED STEEL STORM PANEL I I Ole' , � -1 I : ,m; I.. 2.0, -t . . ' I - 1S *.. STATE 17 0%� W, � 2.DW- - .­_ . SEC SECTORS I i- --I- 1, 3w - '250 _ *� .. . " MIN ,�_:�o . , V'ei..� . \ � 11LIECO.. GLOM 07/31/� PROTECTION PRODUCM U.C. mr- 4= S.W. 51 STREET @ BUILD -OUT or (R BUILD -OUT NEW TRACK @ & (R WASHIERIED , " / Y. . WINIGNUT , WTI - - lujoItIm - ANNA, . NO, .,.. '46 - - I I 0 -I", -%.— CA-OMII PHIIII (04 � M IMIN)NIM-411F7 20 I= U3%4 -175 -------- OMNWNG - - - i - ( TRACK ANGLE (ZA" 3 ALLOY) - - NALTION A Tw .4iL - - ! i 1­9 " ow a of 19 . I I I - I — INSTALLATION QUAILS FOR REGULAR PANEL d) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETT ANCHORS LOCA? CONCRETE ANCHORS .1 (ur SCHEDULE ON EXISTING POURED CONCRETE (SEE SCHEDULE ON , Cxww. POURED Comcmrn SHELI 9 THROUGH 10) . , on OOMMF BUICK SHEETS 9 THROUGH lai OR CONCRETE BLOCK *EQLMO. "I . REQUIRED +I; _ATFRKATT LES - - Ca, , LOCATION CONCRETE AAACHM Y'� � CONC== " � , EXISTING POURED - , I 1.�': (SE, " � �14;1 / CONCRETE REOLMO ,`ll 11 - 1 - - I. $HEM 2 THINDuI IW,, I (2D ". I .-- I I . - 4 14.1 _ '. - No womm -M �w _,_ - � ;g , r- -4 - I ' I - m , " "_ "', .,�'Z,`­, ; - ._ T . Pit= "M imm do , jl/d ,�_ _ji/4' ""'z"", " . � ".­gaw &I. .a W/ " . �� � `�'�� ---- MAX - CXCY , - - ". . MAX - & Is 1/2' O.0 - - - f I I I I ( =O." � " * � -­ - - WE t ,,,,,,,�-�', 4 , SHEETS 9 THROUCH 10) I LD i _01, ,;� . , � - : �; " : w . , (�)- '_'.,'� `,��11'11;, I " " , oz -,'111 ,�� . 11 ;:," V Mm : I r.b. . ,,, I � ", " :�,-_ wl I PANEL LENGTH : I I �,;��'. ., I IL . E . , ; . r (SEE SCHEDULE V,=Lj I C, � E.U. ';:,>', f* I I ON SHEET 3 I ". 4 11 I . I Ion. I � 1, . I I - I � SEPARATION I. i � 0 0 'It I � : TO CLASS, . I . , I apswom � SCHEDULE I in ON TO GLASS /.`�?W* (SEE 0�. a a To w I ==11,L .1 *0 Mo., (SEC SCHEDULE ON i I 1 ON SWEET 3) . SPAM I 11 I PANEL LENGTH SHEET 3) 1 ` ivwo 1, III I __ -t- V &RE no Mom. I IV No ul-n �� I -, , � : awm am r-oll .1 � (SEE SCHICOULL I = OZ PANEL LENGTH I '. L - - i ON SHEET 3) 1 1 1 (SEE SCHEDULE I I I IX I I -1 11 I I SEPARATION I � ON SHEET 3) - : ZAIV� I TO GLASL . .249 , " ­01 1 (SEE SCHEDULE I � - - - t ��_ 1k - � I . I so% I . ­­­ 1,r - I ____ , - . -.-I.- .1. : ; - (�) ON 94M 3) OF *L .,; ��fl�,�,�,`_�,� .1 1. 1, . MAX : MAX, I.m;`,-,, : Cl) 4 1 r� � :;�: -, ', I 11�' ,� �."�,'�� 11 � , ,,�, I ,`111r�', I 1 I i . .1 - . � -,�,,� 40 4 `;,,,,,��! we , ,O : E D I , -Ilr O,C. � 11'�,�,��1�1.1 - I I D ." - ,SPACER _ or 'Ll : ! IS , - : UNGTH ; , I if I" , MAX ! " I �,�!� 1 ,jr , ", I , i.., II I . . . . . . . . I .� . I _j , ,-�5,�; ��, I . . . . . . — I I I : � f " ------- � : f W. :�'A ,., 1__ , C - " " '�: CONCRETE ANCH ,I IF CONCRETE ANCHORS I Lj.'�'.�:�Z��;,�� , , , , I I �!, - " (SEE SCHEDULE ,,� -.:, (SEE SCHEDULE ON .:­ POLLWE L.,�,�,�, , 6 "" , , . �� , � , " I I ) ,­ � 2 1/8' IONIC MAX. ALUMO OJW CONCRETE ��_ I L-:��Z'�`� ,',,�� EDGE OF OALL R SLAS SHEETS- I T40OUGH 10) , SHEETS 0 THROWN to) I V I'll, G � RECANTED , 09 SPACERS 0 O,C VALID FOR (ALI. CONDITION) �_ ­ :. - 5/4- 11 POURED CONCRETE &IX' ALA. DESIGN vw,kwiz "I., � WSCZ. BLOCK LXW04 POURED CONCRETE LENGTHS PER WET 3. C130CRM ANCHORS � 1: I:, "I ALOUM, OR CONCRETE BLOCK (ME SCHEDULE ON �.,, �! I Rr4mm � CA� I* MAX, LONG ALUMINUM SPACE" 0 1�.111 to - - - E b. - 12 1/2* OIC. (SIX TABLE 01 ON SHEETS 9 THROUGH ) SHEETS 9 A 10) CEILING 61.1 COR MOUNTING BUILDiffi IOINTING WALL MOUNTING 401 WSPACIERS (M OR Q% 3LGIIQK-2 K&M _w SSI 318-1 $ME 3/8-1* WALE 3/a.1- oe"11,110111001, IlL. To .%, "O - �1/p lrp�" Np FLORIDA BUILDING CODE (Mon Nwigh Velocity Hu loarle, Zang) f1p. a : No. 44167 '. I Om ILRM M 24 GAGE GALVANIZED STEEL STORM PAWL DAMON w 1,� III, .*! . olim/woo, NOTE FOR COMENbj&DM_ff._-&CClQi6; !- '. 7§�,�_-�_ wa E.D. - EDOE DISTANCE ... STATE Ot' I GLOM PROTECTION PRW=, LLC. . C/1'. , Z.��� .m " $1 STIVICY (SEE SCHEDULE ON 11 . .,ZORIDV-�.� * ,z - 70P & BOTTOM MOUNTINGS CAN BE . - , ;!!�-49"W"""W"' SHEETS 0 At 10) COMBINED IN ANY WAY 70 SUIT ANY �4~ =--� w wm.o._w=m_ GORE, k 33374 ll� , am M-I now- C"quo-mmis. pox. TINNI)RIM11470 20-175 1 r4mAm,,ww INSTALLATION. � s/06t_jT1- — - LVA, C�41016715 — "Pert#iw.ol I . . %==A1171 � � i ! � ff E! n E 9 E r__w"7_- -,*,, .1 I I INSTALLATION . DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM pANEL I INTO EXISTING WOOD 1 _7.17��! 7 - . STRUCTURES . _�-A 114'f LAD SCACWS 9 I' oc */ I �/41. Vz SCREWS a 6, OC. A/ - - . � - , � i ,1 1 1/2* � tHREADED PENETRATION -TO EXISTWO WOW PEADIN I , - = 2,., wow AN_- 'A. , 1WREADED PI'M1,11APIPI I - . I 1, �11 A-, : FLAT OR CN a" TO EXISTING WOW ,11ADER . � I I I I 1 ) � ­C4)r- I,...- S.-S, L EA TWO Or Q) " " � "! � �Ii � . - -U4r-, #IA.' SUS �_ 0 fA fNT Of QD (SEE DETAIL !/� A NOTE 'A gv_uo) - .- -0 _0 1, - I ; "..'poic '" " I; 10's "3/32- 2 w OVAM 5 A U p I ; 1 T J11. gi . ; j py, ,_ i .p ., . ; � . e I j �!. � ! - I � . 1: : I Izc - . : i I : - � - I : -, I I 3 [ 21 . _:� -1 a - � 2 yj * SHY � � 9m* Hon IA on,j.) 1. 11 I , �i ,/-"I LAC liCINEWS 0 61 04 W I 1 i � Ilk. J�W , ;t THREAD11 *E" - � I I , . PLAIT A? SERIPI1. 0. , .� IHAW�Tt PLUS *1 VAT"Wilm A, 1) 0 _ :t� M,1 (V�*14* w1k -1-- wow TI *11'"t, USAIIIIIN $%AT CA Ok t= INNIALLA110% ILLTERkAT[VIE V SCALE I/---'- � �t � A I WWALLATKINS ARE MAI WAD FOR BUILDINGS *IN 4'1 c 0 rO +660, -15 3 pol AND PAMELS aNCIP UP to V-I "HOS 2 FDA NEW WOOD FRAME CONSTRUCTION W=� MEMBERS To K SOINtR4 ONE No. 2. IF/ SPICIFIC 011,1UTY or 004 on 1060� mm " SILI SKC= Al X,AI TOP AS --8151:0 - i0co . Eln��I:W`�,- .. . A TOP & BOTTOM, 64KMMS CAN Of LUONLV - AN't WA, 10 UP, M& W.LUUTON I � 1, 4 Am r ,, I, " , 5� '� I . I 4 11 �! _ -_ . -, I I _14 T , I .1 __ __ � . , - . I U.0.1 . .1 __ - 1§ IF --cl) : -2 91"I" IMF' i ", "" %UMAMMON - . 10 01.0" I , iwan-:�­. " 0 w" ! _... r", , I "'" . - 11 . 4 . I . I , , . i, I I I � 1. , - , 6 :� � � . - 11 I . �., r, '� i C I - 1 14, " .1 _. . � RB I ___ I . I 11 I I �11) I L_ I I IIL#44=UQA , I �� It -.4- 1 A 7/8' III, T.WAM "ATI'm7i" I� 1/3' I th, (1) r., iom pwr A%w FLAT 00 ON EM No V&m - ALTERNATIVE 2"W SCALE 1/4'- 1 - - . ". ''I , 4�i 1 -1 .. . . I . , I �__ I 11 , - I � ' ' L '. ,_ ,� - , � sl 1-1 '.- 0 '_��­ " I ,I -- I , ,_ i . I .1 , I PIMUM I r TOP HEAM. - - = 3fte. 1/4' . I - WIT -.0"T" Tw.S Nor 5.01 mr on"o OF EvEw .11*t_S,%%:1 ......... 1�f,� X jCAa I 14--. - , � �T--` \CEN,r`-'fN , V ip -.1., % . . - .1 No. 4 .. 1 S, � -*! . . 1 . � 10% STA OF F�-___ 1�_31­ . 'D�o �, ip". , �' eI... j - _ - .xe - " ." r I 0 , _., ,,� !i . "i 0 10-,. , " __ .. ... � '%'4�� �40:41� __ I"IT"", .1 �/%,aw,,wmm,wt , "-V-'- Lm SCREWS 4 3* a I; w/ ,/2' -L NRSNJEO POICTRIA'" To "'I'm WOOD NE.w. ­G 1� 0, 4, - " s Q) AcZ" 'A `ND o' ff"MET wm NOTT .iLl�. a ;:��--- I I i S , : : , ! _I, __� I 1 I/-'--2%3/-' - W SCREW sM, � I Iz e . I , I ! I i L, I I p e I I * j I% ;. I � p - I � I -1 n . - , I ; �--!p 1. , I , I - -, I 2 ' [ 0, , ; w . "j, - Ei U-6 NOTE IA BELOW) 1/4*. L�6 V-Kft 6 6 �_ W/ I . ,��'T, ./t m. TH"birro , ; - III. Z'.4' WOMC PLAIT IWOUIRIT, FLA? :/--..LAC SCRM 0 G' 0.1 .1 ,/7 � THRILAOM FINFIRAIII 10 VINS"ka Raw HEADER 1/4*.-20. ., If$ C". 3 _.� TV'-3 - r "'I T 12 O.0 4 C,mA. #14.il SN� , . rA Two 0, 0 (SEC 017� 1/2. A , . - . I WM I IA 8"] I I , - - __r - - I i I 1'."� 7,0.1/1' 9 U�F--W' i . . _R,� � ia�,_; m - T,I- , 51 -11 _j , - . - - - -- - - i I 1 u I j 4 i's .", , , , iI I I I I �l I i � 17 4�11z__ , �' I I ., __ L -1 ;4�%re'll"."O". *1 7/01".3/321 ' '3%"* '�.01' * , INMEADED 1.11'.. N Of PLATE _011-60; Isw- __ IUIL&18��ING ALTERNATIVE 4"W SON't 1/4*.I* FLORIDA WLDING CODE (High Voloctly Hur carmi Zon �20. livem � 1 20 GAGE C40ANIZED STEEL STORM PAREL __ I " IXWWI W, L E =CO,,, PROTECTION PRODUCTS, LIC. ""N"""" ., 20-176 -­ .. - - ". ;r=-H111"* �SAL ...., 8_ 5, ..." 0.1. � IJ41. "llic (owleft-HiNii -- niuv_ * ).__ - ,. . - . T T � INUNIM0 . XIMUM A.S.D. DESIGN PRESSURE RA71MG (St.s.f.1 AND CORRESPONDING F* 2/4 _jkk�1/4, 3/4. 4/5. 5/5 & 6/5 IUM UNME PANEL (1) LENGTH *0 SCHIr Ly ran REG" STORM ANCHORS (SEE SCHEDULE am F1 WIG. 2W/G. 3W/7 & 4W/7 S INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK & WOOD (t) - 3, MAX _ -_ SHEETS S. 10 &II) . I - - - -__ - 1 �3. MAX I' MAN 7- 1 I'mm- I &INGLE PANFILS(b � sm IF rms Is fil. � 111 fACH . ____ --- - _�__ AT TOP ON NOTTOM lQIII_Xab_1UCK1_ C4 a I a --- I 0 O I VA s ob"Ill: T EAC14 D.m..O. (�), (z) � r-7 , I , 1I-­­.­--I-I -.-I--I-T I . - Jr-T--T-r-f--7--, -1--i, T , - _f .-I TH TRACK -LW - - __ - i ­-+� . I---. - _­ - � MAXIMUM PANEL LENGTH *L+" OR *L-* (ft.) 11 MAXIMUM A.9-D CONCRETE a WOOD DES" SWAUA104 t (po'f) I. P` -) Ll+ 240 021-01 III-01 no W-a' j I' -Or* - __ - __ 0 , W-41' , - --- ._,;� 'a , .­__��___ ____ 1�__!OL _��!___ _20�__!' *-"f__ _,__2!!,0_ _-NI.-r. 7-v-, mi--r - ­ L'�� .... ­­ !!?.�, ­---­­-­­­ .. ._ ft 0 __!�_!:_ &,�r __!: . a,-Ir _,p_�;_.._;,r.;.__ - ai�o___ - ___ __ ,__ Mo _.- --- O.-G. __ i.- . -4 ___ I.- . 7�� .- ;` �o __ - - ­__ __ `SQ___.__L__r - $.-to. ------ - --"-r , __i�_r_ !L-!:-, ­­­!!"' - .0 .. _2.71�� IF-** --- 0*-Pl ­'j - __.­___I�_­ 90.0 ­­ ......­iww ­i . ..... L" R. _:F­ IOOII______f2r___._.5'_It* __ ,4 0 a'-J* 4.--- ,7- ___!L____ ---. �.­ __ ___2?OO --- m* - -S.-Y. ;��__ ___ I I"i-_1�­F­� r MAXIMUM PANEL LENGTH "L+" OR *L-" (ft.) 0 MAXIMUM AS.D. DUTCH (1, 1.) I+ OF -) CONCRETE & WOOD INISIAL"Tlows t - __ L; --I--. i;. - - no !!'-4* -.- _ , to , .__,L_1� --- s 1,-r __.._!!�0___ 30.0 --I-"- i��i__ w-r L- - -Mo to* -To* q.-;-__­ -w-0, _­ , 47--s- S,z- - -11 __ _A&V - So'j­­­,­ � ­­ Sj70_­L ,- . __ - ­­.- a" ___ __ � 66.0 ­ ­ ;j�-­­ j ,.-,. ­j7'j� ' _ , Lj"_.�' .______ &'-O * ,- ­1 ?.-,. '--'--L-- I'-s' -­ -_ __ ;`,_` 41-71 '- B�­- _j --y.- ­ -2--r 7 ._1. - .. I... ,--2.- - 11,_11, - - - - 61-0* _--mo 8110 T-:e d.-S.- .; 7�6* We -_ i_-r ­6'_3* _;7__T;__ - IRS a ____ ­ 5-_?F_ _ ___!�!�____._ 1010 8--j- if_�___ $,_r __ -5--ii; __ --Tj0-V---- - - - 14.0 - .--- . I',, ---- _­ ___ __ _­___ ------ ­ 47"IE; '- - ;��­ . , s'-s' MAXIMUM PANEL LENGTH MINIMUM SEPARATION TO CLASS SCHODUUE - WING SPUD ,; 770 ..V.h WAND SPUD �, 170 -pA CkI) UNRESTRAINED I RISTRAWO UNRESTRAINED ­_ I RESTRAINED 30 OR LESS I. I 1. 0* I 6 i/4- ,33 To 10 I. I I- 1/1' 7 1/2' ,9010 145 I. - _ - I- - _7 7 1/2- 7 1/2- 1 ;�4_____ 5 To NSLIF� _" 1. 1. - MINIU1UU PAMFIL LFIMM Amill FOR A aWN MOUNTING CONOITiON - W. U or U � � ; ! L j � ' L 11 � 11 I i � I I � 1 1 -.1 , - I I � , I _ I I . [-- -i -1 6 1 i __ fl, -1 1­__��Ii _ 1.11 I . - 1 i � 1,; , - - 1". �� .1 - - I I - I r . ,I I -I � L i . ­ I 1, I " 1-1 - ,-,--I t__ I , V ,jv , ! I 1 ! 1 1 j I _- I I , I I I I � � I - i —7,4 i I P" r 1 - ! _� I ! I 1 1 , . r I - - _t_ _), � 11 UNBOLTED PANE" � i I PAWLS OI;VEWw � I , , � A I ,� I 5 IN, (SEE SECTIONS AS ! , , I - �; �,17�i TIOLT W/ §j:c�, (SEC SEC AS ) ! t APPLICABLE) I � , , I I "or � I I I I i . I � I I I I � � � � I i i I � i :J I I i I 1 1 1 , �: I I 1 1 1 1 � ; , i I - I t I I * 18 ; � ; , I i 1 1 1 1 1 1 1 i i ! i I I I I I I i ; i I I 1 1 � I i i i I ! 1 1 1 - I . I I i I I i I I , I I , ! � i ! 1 1 1 1 . I !I - - - - - - - ; - - - - D.M..(�)-O. - I;! I I , - I - I I - -1 1 4m , 4, L I , 6- I , i, 114 i i �, , I i�, J.,. . - , , @.,@ -- -- - Lo, �/" , I' I" 7 - - , i I " m1w , 1/4 /4, 4/5, 5/5 & G/ i 1* I wis . 3 2W/C 3W/7 III 4W/7 I - -.--.---Nlci4m (ul SCHummur ON SHEETS 0, 10 all) . I - REGULAR 3108M PANEL J) ELEVATION I 2.647, ny.s. p. !h!L ow ow CNERIAP -1 WHOU: wum 'i I I L I- loo DIRECT .1. .U. 1 I.5*XI.b. WJ`UP_ INAW-OUT 'r TWA . STUD 7" r TR"cx MOUNT HEADER HEADER ANGLE TRACK MORE! ,,,j= I I,= - I DIRECT WOW 46 . 1. 32* 1 3V 1. 50* 1 50" - - . . 4 1-5'xtb* STUD ANGLE m. 3r 32' . 42' I 38, 1 M. ___ � __ 3 *r TRACK 55' 1. 1. *21 By . 60 ST. - ---------- __ - I db�C45x- W I 1. 32' 3r i &IF' 1. - ;i: I I ___�_ tL+_sF__ 1 32- �, _3r - 110' S6* W -1 I/4'47 Nj�- j;:::-/----��-----__-�-­;z-r7- MAX. GAP , SECDON A- "_ 10 N.T.S. (D (1) L+' MhXN1UM NIM*iL[ PANEL UDIM FOR A ONEW POWK AS 0. Of" WOAD. L­ MAX ALLOWABLE ftU LENGTH FOR A ORION MICATNE AILD. DESIGN LONG. (2) PROCEDURE 10 OCnYA" INIMMUM PANEL UlDlaft ONIN A POSITIVE 0AU). DESIGN LOW OTIVINK MAXIMUM, PANEL UNIFIN 'L-' INDIA SCHEDULE GIVEN A NMIM A.S.D. DESIGN LORD. OUCU" MAXIMUM P14410. LENGTH %-* FIRM SO4MAL IFINAL MAXIMUM ALOOM PANEL LENGTH 13 OKA 70 Tid MIS" KMftW4W ftJVCL LENGTH I T OWAUATOO INTO WOOD AM UMTW TO * 95 WLI MAX A.S.D. CUM PRESSURE RAT04 - - ASI*;VNWLS 0, 10 0 11 Too VAX A.6.0� DESIGN LOW & MO, PAMI LENGTHS FOR I rI-.... '01, , % - .. . F .. 2 -, III, . . .44,67 '.. I 7109CO. INC : * -m- --., Be - -.5,,._ [TATEOF 4-.*I� /=—.L 24 OW GALVANIZED STEEL STORM PANEL f.p. OW" III, "Noo JDML PROTECTION PRODUCTS. I.I.C. #TMWE mom to. IN %"W DAIL n. am'. �, ommi)-m-F&M. f- twm�om 20-175 ,.I — 1-m! qioili� 1- '"W"N' N" , I 1. F50159 - I I I I - I I .ow 3 TRIO _____n' ______ INSTALLATION DETAILS FO PANEL I I ­ N . INTO WOOD STRUC , - *1 . ­ _,­�-( - .1 ­ - . - --- - -_ I 1. I � ! 11 , . I . I II — � I ­ - � SCPARIKYQN I " - . �11 WOOD ANCHORS I . . -1�� . . � Is To GLASS. ­ I ( P I I�L _?SICE SCHEDULE ON I . I � -,: a scHrouLE f , 1111a� - 1, . ,,; . I,: 30 t/4*_w, I ON ; V. - I � i SHEET I 1) I : 6 HLAD amn SHEET 3) , i IS 'w I L I . . * 4,/v Im - m ­11� � - -, k � ,/ _--ij, 1. �­_____ ___ �; , � I . -, _77_� _� --- =n-C �, 4, I , li " . I " � ­ - LL I 11 V m­ CA, 1. 1 � " 1 _T I I ,, � - I ER I , . , , : � � . I I - - � t PANEL LENGTH wow R" . �, " : C2) wow ANCHORS - I =111� �_ I (liff SCHEDULE REQUI ED I'll w - . .- . I I I I . 11, I (SEE SCHEDULE ON � 1� � I I I I _'YA_=­­ �� �� ... L�, , L . 1/,. swrr 11) I , V I . 11�= at L I __ '.. ON , . : I. ,a MAX. , , Q - 0 - t i � 7 r-,Wj ji -1 _ I .. ,&,e . mgp� - I I 1/2' SPACER. '. LL -1 I I � - Cl) OF Ir I I I ­ MAX. r .. I L r � 6 *000 HEADER _ , - � I i I REQUIRED I I ED' ,. i: - 1 �, : I L . L I 11 . . �, " _ _ " .r ....... � I ! I . , . I _ - �,�7 1 � �: 11 .. . : 1 10 ED I z , : I I - I , I - : .6 I � . , , , , . , ., , � - A- - I I I � 1 � . . � I � 0 I' -. LONG AL- SPACERS, 0 12 I/?- ! 0 C (SEE TABLE #I ON IMECT I 1.) I kb,. 1 'Cl I .'I L rf NOTE - WGIN I'M LIMITATIONS FOR I 5 1. I ,� � '' , I - LONG SLEENTS EPAMIM I 'L* MAX, 11 PAMEL MAX � 1 1/2 I_ (SET 5CHEDI LOM 10 GLASS I PANEL aN4N I (SEE SCHEOLAT L ' � 11 ON .SHEET 3) : ,� (SEE SCHEDULE I . I I ' - PAWL MATE tENIALF ID OR PANEL MATE I I . ON %III 3) 9 , ON SHEET 3) � _,:� I I PLUS (SEE SCHEDULC ON SHEET I 1) . I � I & IN wo .1 , . I I , V I . I w.. ! .- i I r wnxma I SEPARATION I To : EXISTING ,I " - L I WWPM OAR r-n EXISTING ,= 2'X4* WOW I ___1 . I—) PLATT RECRAIRED GLASS I I I GLASS [IsEr I -.0 I I � I I ON ImEr 3) -, DIRECT mom W/ SPACER 6 [7 ' 'AL I * ; I I- I : L L 174 SCALE 3/8.$- 1 i ( D, ­-�] - D.C. III - SEE TA81E I 1 5ox 1 L F, " 11 6 12 1/2 AX JI. ON SHEET I I FOR MAX, PANEL LENGTHS & I I Or IL I ­ - "f I DESIGN L04S FOR THIS INSTALLATION. I F.- 1 C4 MAX. ED I I .. I - r 7 . I I , - Koc�� � , I I I , " 0 12 1/2' 0 C ! -6 1 . __j - 4 1 �L, -_ ' I , . � I � I --'--'-- ­­ - ­ ------- ---. -_ --- � TO , - �, 11 I i I . ; �. . - .am" !4 _- I I ..� 1: wow ANCHORS ** mm I � - . . .1 - f L 1 , , I STAGGERED W/ STUD I I I , , I . I i ; (SEE SCHEDULE ON SINCER 2A W RE I Ilr UING r - ­­­­ _­ - --­ 1_! . I I . . � ;, � L SHCr1 I 1) (1) PKL%Lam Is I*= To A Ow sm" &*Am= wm "17-0 . I m mm" ION ART 2*.4 - WOOD . I � . I : _(4) *1111m. � 1'. . NEW. Am =XY =11row *"311). 1 REOU1110 ­ � - , I :1 , _ mukm MEW" . PLATE � 1:j WOOD ANCHORS " MR. samownum To QLAss mism"D I i ; , , ','� . .4" *Mo I . I STAGGERED A/ STU - As I � ,E) =Im.4-=.: I mN­.,TE.,�7,-.. Go I I I (SEE am SHEET a Not WE mxm To 1/6 , " � : SCHIEbutr (Mo LONG AS RIE :TRUNWNG conalloot ABC I ­ _ ' L. - - - 1. PLATT REQUIRED . I SHEET 11) compLa oft I Clift 4 A fAUMNMM FROM It %1r " WAI" MIXING) 04 I L I I (t) NOR" ASO CUM 19 I i PM 61 L PA*M 6 -ft -44 � �t � ! (3) wx at *m on" uDow Is Lam IQ 011* AT I 1. J­ I ANY "" _L L I . (1) wjmw sTow vNift LENGTH 4 WALL MOU PE51 MOUNT I ="" ion" &Lam OR i w smw Ill, I AILTEARMAT41 2W (4) I I/r LONG W*= MPOMM &A MOLL K AS S*D= ON I go I (s) snow PANEL. mwumm a I SCALE 3/0-1- i TRw4==w I � " wo Aw carm wow mom WILL. 1. 2 g um whomm &A n ONLY ALM&TWIVE 1w I IAW 3 As oulmm or MON i i I c-ism so-w" Am THE 2= CTW, gm"I or THE now WALE 3/8-1- ; (4) You* asur ran olis 1 eLkwo cow i� . I A, 3 PIM AM C i i , "mom I A. --­­_'_­­­ -.-- ­ ---'-'-'L ... � ___J ...... ....... ..... . .. ..� ou %. FLORIDA BUILDING CODE (Mon High ftloclty Hur cons Zone) NQM_Fog COMBINATION OF SECTION ; I INSTALLATION ARE ONLY VALID FOR MAX. ASO. * .1 No. 44167 ". I wm r4nm ". 24 WM GALVAHM STEEL STORM PANEL r . DESIGN PRESSURE RATING (p.t.f) AND PANEL LENGTHS : TOP & BOTTOM MOUMTiNOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z ; 111, . � In, . , * - " 1' . DATE COMBINED IN ANY WAY To suly ANY ALTERNATE 2W') ,% STATE O'!E) �j 11LIECOmIc. GLOUL PROTEMON PRODUCTS. Ur- "'"'"" INSIALLATION. X� ORIDI-.'" - — OFART .m So. s, snw ­ w I - am. rL m. dosw -A - .. J 1 2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD "A.H.140 - .11 � M4)M-7M. fW (vm)ok-am 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC N � it .AJ - .wj:,�r IM.1 "N000 Too I DENSITY OF 0.55 OR EOUAL. I I 1 No "'Al PM _ WA"$g No, .wwwwwaumEmAlt !, .. . . I --- ______ . .�Z- TRI . ""', - I i . I I � 4 OF 11 I I I ­_­ --- ­_ ---------.- GENERAL NOTES fc) 19.1XISDII12-024--mn, Sf%IXK- wkw0_fi_�_Q.%1jwj ���II�� A.jt�Mlj-m DMIN'ElINT CP ED.) KOS SEEM VERWIED FOR COMPLIANCE ft ACCORDANCE 1/4"O TAPICOM ANCHORS, AS MAWAClURFD BY I I W SUMOEX. INC WITH NIE 2020 (7th EDITION) Of THE FLORIDA SUILDINK. COVE, THIS STORM PANID. 94ALI NOT RE INSTALLED At HIGH - 114-10 PAMICIMATE FTMALE 0 AND PAMELMATE PLUS ANICHOIRS . AS MANUFACTURED BY CLOG CONSTRUCTKIN POOOUCTS� VELOCITY HURRICANE ZONES DOSIGIN WIND ,�GAGS SNALI S�IAMI-DAIOIE / "MARV COUNTIES) - 1/4-0 LAC, Salm PER mm�s DIETERMINCO AS PER SECTION 1600 OF THE AWK MENTIONED CODE FOR A BA7AC WIND - 7/16'0 . 5/8* WOOD PUSHING. AS DISTRIBUTED BY ,ILL POINT SCREW. 0I & SPECIALTY CO SPEED AS RCQUIRED By THE "ISIDICTICIN WHERE STORM PANEL WILL BE 14PALal). AM FOR A D11MVIONAXY FACTOR KD-Oft USING ASU 1-16 AND SHALL NO OCEED THE MAXIMUM �kSD) DESIGN PRESSURE PA71NOS INDICATED ON SHE m, C 1) MINIMUM T"READIED PENETRATION INTO WOOD OF IAPCOM ANCHORS SHAU. BE I 1/2' AND 2' Volt Ft CO PAWLMATE PLUS 3. 9 THIRD 12 4, 17, I$ AND FAMMANNUIC FEMALE IO in ORDER to VERITY THE ABOVE CONDITION, ULTIMATE DEVGM WHO LOADS DEIEFUNTO PER AWE 7-16 SHALL BE FIRST REDUCED to A.S D 01-VGN PRESSURE RATING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MO (A.S D) C2) MINIMUM NRFADCD PCWTVATION Or L4C SCREW, INTO THE WOW FRAME UNIT SHALL. BE I 1/2' NO THREADED DES" PRCSSURC WINDS INDICATED ON SHEETS 3, 0 NRU 12 & 17. 1111 PENCIINATION INTO STUCCO SHALL K CONSIDERED AS PART OF INC REQUIRED THREADED PCWIflAnON IN ON" TO VERIFY THAT ANCHORS ON THIS P.LD AS TESTED WERE NOT OVER *-IN SO, A 131 INCRICkSE #4 AUO*Alkfi STRESS FOR WIND LOADS WAS j= USED IN THEIR ANALYSIS FASTENM SPACING TO WOOD HAS BEEN OrTERMINFID IN C 3) UININUM EDGE DISTANCE OF LAC SCREIRS INTO *000 SHALL BE AS INDICATED N THIS DRAWING 4 M. ' SIORM PANEI'S ADEOUA`_1 104 IMPACT 00 WOO RESISTANCE HAS BEEN Y13brIED .4 ACCORDANCE VAN SECTION 160.1.2 OF C.4) M040LAM PENETRATION OF *Ono BUSHING SHALL BE 5/9' 1/4' 0-20 SCREWS USED SHAU K 1 1/2* LUNG MINIMUM INC . MENTIONED CCIOC AS PER AhIERICAM TEST LAS OF SOUN FLORIDA REPORTS, 00614 01 -01 AND #0212.02 -09� AS SHOULD SfX0 EXIST, AND I' SAMOAN! FOR WALLS VAIN NO STUCCO PER SSM 12-011 & ASTM C 3M-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLOR03A REPORT $1 1 2301-10 AS PER ___1 1AS-ZOI AND TAS-2W PPOTOCOLS. AM AS PER CALCULATIONS PERFORMICI. IN A"ORoXNNX W/ ST"am 1604 or THE C5) 04 CAW 41AT PRECAST STONE. 00 PRECAST CONCTWIT PANELS. STUCCO ON *ODD BOARDS K FOIAND ON THE EXISTIM0 r WALL� ANCHORS SHALL SIT LOW ENOUGH 70 REACH THE MAIN STRVCTURE BENNO SUCH PANCILS kop"OA 9L41.0m CoCC ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & CA) % 2� ALL ALUMUNUNI EXTRLISIONS 10 AL SOU-76 AUDY A04D TEMPER (UNLESS OTHERINISC MOTTO) SEE SITE 2 (0) ANCHORS SHALL ft INSTALLED rOLLO"MU ALL O� THE RECOMIALMIDAHONli AND SPECIFICATIONS OF INC ANCHOR'S MANOF&I'VITIR (1110, 3 AIL ALUMINUM SHEET METAL USED AT SLM, HIS 5Hki JWT 3IQ!),-Hi4 ALLOY 0 PAWLS MAY ALSO BE INSTALLED HOPOZONIAUV fOLtOWING )NSTALLATION DETAILS SHOWN ON SECTION I THROUGH IS (Sptcys 4 ew 00 4 ALI STEEL 5.EfT METAL PAWLS SHALL NANA SIRL)VURAL, QUALMY SICa. AWN A-653 GRACE 80 MORWM. 0-60 rALVANIZED TUROUGH 5) CYCEII TNAT WAOCR50 k(D SI%ALL NOT RE U50, . ,d SICIL 017SIGNAION W/FY- 922 Kai (AnFR ROLLED). V ft SHALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO YCRI INC SOUNDNESS or INC STRUCTURE YNIM SWnEp IS TO BE 5 ALL sMw% to RE STAINLESS STEEL j" op jtfi MSj srWEs OR CORROSION ItESISTANT, CoXiEt) CARBON STEEL AS PER INN ATrACHED TV WISURC PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK 09 wow mm A 5M;83W/ 50 "; YdELU STRENGTH MO " kv TENSILE STRENGTH AND SHALL COMPLY III/ FLORIDA PLACING Com SECTION BUILDINGS, �a 241 3.4 10 004 RECULAR STORM PANE� WIN LENOtHIS OVER W, As PER SECTIONS 1, 2. 4. 5. a AND ALTERNATIVES m So & 4W ON SHEETS 4. S. 6 Ar 7 RESPECTIVELY. SHALL HAVE A LEGat MO READILY VISIBLE MARKING INSTRUCTING OWI 04 TILIVINI TO II 90i.rS TO K ASTU A- 307 GALVANIZED STEEL Oft AISI 304 SERIES STAIMLES5 SlItti., VAN A III MINIMUM YCILD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT O~ FICANCOS, OF HURRICANE WARNING ? ANCHORS 10 WALL SHALL tif AS FOLLOWS 11 THE INSTALLATION CONTRACTOR I% to SEAL/CAULK ALI. SHUIILR COMPONENT EVAS WACIH REMAIN IN CONTINUOUS CONTACI WITH (A) M_ THE BUILDING TO PREVENT WIMID/PAN INTRUSION - i 1, NAWF klftD BY IJ W. BUILD17k INC (Min, 0­4127 11 2-0 12 STORM PAWL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY OUKUXMG AND ZONING RECULAIIONS 1/4' It . 7/0* CALK -IN ANCHORS, AS MANUFACTUMED By ISEVA0 INC PROVIDED BY T14E jLWSDmCiON WHEK PERMIT! IS APPLIED To - 1/4' A � 314' SOLID -Sr ANCHORS. AS DISTROUIT.1) BY Ail POINT SCIRM. BUT A SPECLkTV CO (MI. _3000 P'...) IN (a) THIS PRODUCT CYAUJARON DOCUMENT (PED) PREPARED In THIS ENGINCCIP IS GENERIC AMC DOES NOT FIRCIVITAL INFORMATION - 114-10 PAMEtMA7r FEMALE 0 e, PANEUMATIE PLUS ANCHORS, AS MANUFACTURED 8V EICO CONSIMICIM PROCIUM FOR A SITE SPECIFIC PRIGUEDT. , o WHERE THE SITE CONWICMS DEVIATE FROM THE P ED 1 - ,/4"* 1AMAr MAXIM ANCHORS, AS MANUFACTURED BY DIEWALT. -%C (III CONTRACTOR TO RE RIESPONSIBILE " THE SELECTION. PURCHASA AND INSTALLATION INCLUDING LIFE SATIETY Of THIS PRODUCT A 1) MINIMUM EMPIEUMENt OF UPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4o. 2* FOR FLCO PANELMAtE AND BAMD ON THIS PID PROVIDED HV/SML DOES NOT DEVIATT FROM THE CONEIVIONS DETAILED ON THIS, DUCUMINIT 1 3/4' FOR ZAVAC NAIUN ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S FIESPONSSUP k2) CALK-44 & SOUI ANCHOWL SNAIL IN LMC1EDCfD 1/6' INTO THE POUNILD CONKRIETE NO CUBED" IWTO (0 THIS PRODUCT EVALUATION OCCUXENT WILL K COkS*EM gWAuO if moprim ITUCCO, SHAU. BE PEFLOT?tu 1/4* 0-20 $CREWS USED SHALL RE 1 1/2* LONG Wmmtjw SHOULD STQCCO tw� (dI SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A RDRIOA REGISTERED ENGINEER OR ARICHIF11171 *Nick WILL. ercomf tw, ( MO I' WNMWM FOR WALLS WIN NO STUCCO, AND MAY BE KE40ED SCREWS UK ALI THREADED SCRCW5 W/n WAD. ENGINEER OF RECORD CC O.N) FOR THE P%�ECT AMC WHO WILL ft RESPONSIBLE FOR INC BUT WITH WIND NUTS PROPO4 USE OF THE P E 0 ENIGINEIR Of. ECORD. ACTING AS A IXLMVED ENGINEER TO THE PC D ENGIIIIIIER, SHAJ.L SUBMIT 10 THIS LATTER THE SIR SPECIFIC DRAWINGS FOR KEY". A-1) IN CASIE NAT PRECAST STORE. PRtCAS1 CONCRETE PANELS. PAVERS. StUCCO OR WOOD BOARDS BE FOUND ON THE EXISTWIC WALL OR FLOOR. AWHOn SHN A BE LONG DOUC,41 TO REACH NL MAN STRUCTURE BEHIND SUCH PANELS (.) THIS P.C.0 SHALL KAN THE DAIL AND ONIGINAL SEAL AND SIGNAIURE IV THE PROFESSIONA4 AW-HORAM SHALL BE AS UENTIONED in A 1) AND IN A 2). ENGINEER OF RECORD THAT PREPARED Ft (0) TQ_L1=K.LQN1CRM &DGK.W.%.L ASrW_C_-A 1. SkLm MANUFACTUMER'S LABEL SHALL BE LOCATIEZ ON A REMALY VISIBUE LOCATION AT STORM . 1/4- 0 TAIPCON ANCHORS AS MAMUIFACIVREO BY I I W RUNIDEX. thlt PAWL SHUITIER in ACCORDAMCC WITH SECTION 170992 OF FLORIDA BUILDM CODE ONE LABEL - 1/4" & . 7/8* CALK -IN ANCHOR%. A' MANUFACTURED BY DENALI, W S94LL BE PLACED rOR EYERY OPENING LABOLINO To COMPLT WIN SECTION 1709OL3 OF THE - ;/4 . 0 X 3/4' SOUG-SET ANCHORS, A$ DISTRIBUTED BY ALL POINI SCREW. 9OLI A SPECIALTY CO FLORIDA BUILDING CODE - 14. 10 PAWtMATE FEMALE to AND PAMELMATr ftUS ANCHORS, AS MANUFACTURED I" ELCO CON91RUCTION P IRUO - - 1/4' 0 7AMAC NAJUN ANCHORS. AS VANU1AC;1JRED BY DENALI. INC " P IN5M, �. - W/11� `,�` � 11 . , 0 I) MINIMUM EMOLUMENT OF 1APCO" ANCHM. FICCI PANCIAIAtICS AND ZAMAC NNON ANCHOR. INTO HNI, ocmsN BLOCK UNIT SHALL at I i/4' I .1. �" FLORIDA BUILD114G CODE (Mw Nigh Volocltyy Hu cone Zono)f : *. oWNO %F= w Cl� ; 40 �61 . 0.2) CAUl-,N At SOLO -Sr ANCHORS SKMi K CM5EDDFD 7/6* INTO THE CONCACTE OLOCA UNIT NO 'Em %,44 7 � . 1 24 GAGE GALVAMO STEEL STORM PANEL NWWH ft SIUCCO SHNA 13E PERMITTED 1/4' 0­20 SCRM USED SHALi. BE 1 1/2' LONG MINIMUM S�WUD T rxjsl� * - - 'fP A - `711LIECO.mir \ — -_ - W/-/� AND I' MINIMUM FOR WALLS WIN NO STUCCO %. STATRI . . I / I GLOUL PROTECTION PRODUCTS. U.C. OUP i, *:I'*,. 1`1 . . . - - B.,N) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR *000 99I K F . - ORI ` - ",�" a tImpompioa .m .. I V.w DrISTINC. WALL ANCHORS SHALL BE LONG FNOUGM TO REACH INIE MAIN STRUCIVRF BEHIND !VAMJCk , . .. . I.P.1.2 - - TWWL I MI.O.,)", 20-175 �� - � OWN. qeft_� 'a ANCHORACIE SKNU. BE AS WENCIONED th 8 1) AND N 8.2) f16�i ..." C,­oXWI1 IS 1 31n,ft ONNOM . - 1 - 1L.. 1 - '404011 -X aft/wowaxvwl OWIP Az .I. It , I " ­, P" 14tt I IN Is ____ _____,__._ FLINCA Lit A IF � I I I , i "I I . INSTALLATION DETAILS FOR REGULAR PANE INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES POURED CONCRETE - CONCRETE . I MRIFTE IlLm 97 0=10MOCK - Reou"m , RNTLIMED V, I . - ! ; A CONCRETE ANCHORS V, It- , , I CONCRETE ANCHORS ., , - , I . I " � - _� 1", 1,� I (SEE SC44EOLU ON , (SEE SCHEDULE ON " SHEETS 9 THROWN 10) " , C21 SHEETS 9 THROUGH I., , EXISTING POURED ­ 20 CONCRETE OR I- - � I " I . ! - ­-.1 �� j CONCRETE: BLOCK , - � 1/1. REQUIRED. 03 ___; ..r Q6 ; 1/0 1 ,I/4' . �, �'?'i,�� I". . - I- - - - ____ �,�, MAX -1 CONCRETE ANCHORS ­. I I .,.�',.; - " � E_ t ,��,' ,C�. �'_` , i � ==' To . 0 � ", I I , I I I . . � ,.g­w I , �._ I "..; I I �1. "., , . :. �;_�,��-,,�,,,� , " I . I � e': , _ , �, .1�1.11' � .,� '. �, I ".. I 1) R .."1111 ��, ,� I�1� C -01 V E , �, �, i A - _ 10, ; i , /�- T . - I IV,* - SA". - . .111�11'1 I � . 1. ,^--soil ".. . I -� "� ,�Wi, a , I I � a , 11 I �11�', I ; - ii,P Y' - - I s,16i . �c � I SEPARATION ' 0 11 SEPARATION I � on , NP PMU " I � L � " i 1. __ TO CLAIM I (141 FOR NNIL TO CLAM. union am r4n I I I I umm am r-41 ,:" .� - !�i,r!�, �,, I A ; ;�� -,,�!,�.g,�, I EXI (!Wx scirmt V wo, (SET SCHLEDOU " � , 1 ..... "I'll. =--i ON %MEET 3) 1 I PANEL LENGTH "I ON SWITT 3) i I . I I , -OLnr Mo, SEPARATION m m. I I (SEE SENT IT I 'L" ma. 'I i PANEL LENGTH I I ON SHEET 3) a I PANEL LEMON -4 0 CLASS I . I (SEE SCHIOULC (SEC SCHEDULE : (SEC SCHEDULE -- � I ON SHEET 3) t.1-1 77' - I ON SHEET 3) (SEE ...=. , 'I 10�1 I I .A I SHEETS I THROW" 1p� I - cl) we ,C � I , � ObOx . : �j EX i �� F *L I I 1�, "'�,T I =4 ='- , ,Y�;%�.,, ­,_, ��,� I �� 11, .1 " 1 4. 1 km I 60% I , i T� . ��',,,'� 11, I or 'r . I I I'll , ", 1,� """ �_ � , ,." :: �� ,."," ., ., ,:,�� � - cu E.O. I , �,,­ I I I ; v � ,,�.'� . � "? MAK, -, � , I . i W. ;:�11 I � I 4� .". I ­R,.��,, . .� - . , . " .111,; C � �m�ll �,, I I .� ", I .1 ' "I ; D L I I -I I I I E. )� ,: .�, , il, , ED. �,, �,�, I . .1 �, I � .,�, . ;�. ". �) I I& I --I-.j - .<,:�, I . . I " �,, I : I 1. � ". ,�:111, - 7 ,."", ,. . , ""? EXISTING POURED - 11 I Oc ,L; , ; APPUCAGU) ., , - Ir �� � CONCREFF Opt " -11 101" Col"GRETIC ANCHORS , , I 41.11 NO, .Vmm .w CONCRETE &am I ; .- '-S&"./mXF I - ,�,e�.,` _ I ��, 1, ' REQUIRED. - 1 i . (SEE SCHDOW ON � ,. I '� @_ -40-4.1.- ',I' o'"OU M SMW CA 2 10) V I- � "' - --A I � , , " t j,� - I- wil - I 1 IT4 oz. �1. � rl I IIHEETS , WHEN ,,, ;," ., ` 11, - - . ALTERNATE .,�', �,,. �. 4 �, %, .4i. LEG LOCATION , , � �: " :611 _.N . COSTING POURED CONCRETE W ­. ARE USED a w/ WHI�4 ALTERNATE CONCRETE ' = T PAWLAMITS OFT CONCRETE BLOCK ­ -11 COnC= CONCRETE CONCRETE ANCHORS � ARE USED. REQUIRED, ANCHORS DICK REQUIRED. STAGGERIM W/ STUD (SuSCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH TO) SHEETS 9 THROUGH 10) sump -pia ,mpuwT,NG WA66 jQift WALL W)Uftj . . WNG I! SECTON4 MR%,; .J100ECT MOU SCALE 3/B. WALL 3/6-t- '0 ... tototlo"sfjto '. , ". �%�q " . . . . . - .. EN -. FLORIDA BUILDING CODE (Mon High Volealty Nu Icons Zone)l : . 0.44167 -` amoo xmc� oc, 24 CAGE QkVAWZEO STEEL STORII PANEL r.` . . 04-61 2 * . - --- -_ CO. - EDGE DISTANCE MM FOR N OF SLOM- I * .. * �_ : L 07/V/� 'I GLOW PROTECTION PRODUM 11C. mm (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE s _q�-. STATE og ,�-. - 7:� � ow &W. 5 THIRTY SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY S00".. 1,01110"...* awl.,L'Al. JNSTAUATJON. -, .­­:,` PHONS, DIN)INW-75011L fAt (06)60-gm 20-175 �'t .. � I -.I d.ww I- Owsm IN, I I, ',.;,',7,, 1-6-0 IV`--, i - - - WALTUI A. - I - i . I omw 4 ff m - I , 3 1 , E ,,,v i., it ­" F09 - 11 I I - I INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO ,, .- � �,­_ - . � , - . � I ALTD"Tt LEG 4,.O* (I J­ I I � - - " ! I . . ­ LOCATION WAM .Mx== , , I I . � �1� ADDOUACY OF EXISTING WOOD I I �� 1. , I . . KAM TO BE CENTIFIED BY .. , , : 1, . .� REGISTERED ENGINEER 00 Aq - C6 ­ . �. , 1, * i�: ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0 01451ALIATION. I p , I ; I . -, ji , - . � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP, I ,, ­ � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD I . 1__ __� ' L _�_ - . 'S' " , , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =. I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz 1 4 1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .---- I (D - I - I "' I REOUNKED , , - I - 7 sC:;10= �, I - A /,...mow I 1w .0 - � EXIST G I 8, ,I I I I I I . I ; 0 : Wool) ANCHORS I I 1 6 1/4- ac 11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� � I � gem I 1) I . i I C .1, i Z, � ,t 1,CPAKr1;N TO I � . I" . 1 GLA.n 11 , I : - L - - - '� I ST ,�$ NUE I rpl. j I --- ­ I ON SHEET 3) A 0-E-A � Imin wLPRMAIIOM TO GLASS. 11.1 MAE I ,,A - " , - � I ==11_1I It" MAX I 11'r PANEL I . E�-o anvil , 1 46 , J WN (SET SCHEDULE I I - - , PARM amm" � =m airy-41 ON SHEET 3) 1 (SEE SCHEDULE , I --- �� �� I I I =W%i I - i I I - I - ON SHEET 3) 1 " I I I I I I - � I AV -- - - - I 1. I I - , ­ __ - - .- .L� . .- " It (11) I , - f 01 , J.";L . , I 1 50111; 11 , I _� fo, OF ILI I I I ­­j N I : I � _ I (4 i , ! i - i I I 0 12 112- OC. : To , -- - - ,� � - I I , . - 1/2 -0 FINISH, !_ - , q " I .: i 0 I e*-. ;�, * 0 C ALLOWED I I 1, I E I 0 . .- I ..- I , �L� � 9 __ - I � . L I . I - WOOD PLAIT- , - ­ DECK REGIMtM QUIRED � ANCHORS � : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I WOOD ANCHORS I r.00S.K.L. On HEDUUE 014 �, . I . . � Swr I 1) - - . - W. 1) - . - ::: __ - , . . , - I RE I , � ,� I __ -1 I ___ .2. min, - - :.I � ., . . � . CEmamim RuNlING BU�� NQ TE Tift 'GW smz 3AIIII, 1041"Ift, ,.INK SCALE 3/8-1 - 1, ..�:.Tz '� . - NOI .1--X. %�C-Eft�-�.:,�,? : 57 * . . . NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l , . NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I - 2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i *MAI LATION . ,,, ..: , I- I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am I-— DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am I 01.1 i *1uF ,�t pmg. ,, m DRAL FL 1430, I I - - PWOK "-)M-7*W I'AL 'Dow)w-am 20-175 .... . . - DAMON@, . 04. UNUSpoitualumt o�-cowto me ........ - - wnp & Mo Jr.. III -, I I C10" Ad. A 4-197 . 1 1 __1 I of m - I .4--o a) a) = — 0 -a >0 e-- n d2 2 ­0 -0 C Cu -0 a- - .a-,.-, m w 0 — Cn =_ CD -0 0 -0 -0 C 2 -2 -= a) 0 ca. C -2 3: m C.0 u- m > . 0- J=_ w ,.0_ Cu ca. CIO .4--a " f-% C rn Re' I- t . - - I .P- -0 �� 0) ,;bA So, �_ 711 ,;�O� . 0r 0 00 / , .0; -0- . - ,; , - Mft '. .!;�__ !I- 1i � a .;:z ., % -* -?, s 01 I .1 90 �7 s "* - * a, -O,w ,!� , Ir ;� " ,:, " 6) I ,a V-1 ,:rl i* CC- 0. - IS e �.'. -5 -7 , 0, �a , w =I W " (1) (1) C: Cu 0 0 " " =3 LLJ m < z z < _j CL -6--oll (1) (1) = U) Cu > 0 L_ CD_ CL < -6-0 0 =3 _0 0 1_ CL (1) C/) Cu m SHEET NO. SH 1.3 DIRECT .1. .U. 1 I.5*XI.b. WJ`UP_ INAW-OUT 'r TWA . STUD 7" r TR"cx MOUNT HEADER HEADER ANGLE TRACK MORE! ,,,j= I I,= - I DIRECT WOW 46 . 1. 32* 1 3V 1. 50* 1 50" - - . . 4 1-5'xtb* STUD ANGLE m. 3r 32' . 42' I 38, 1 M. ___ � __ 3 *r TRACK 55' 1. 1. *21 By . 60 ST. - ---------- __ - I db�C45x- W I 1. 32' 3r i &IF' 1. - ;i: I I ___�_ tL+_sF__ 1 32- �, _3r - 110' S6* W -1 I/4'47 Nj�- j;:::-/----��-----__-�-­;z-r7- MAX. GAP , SECDON A- "_ 10 N.T.S. (D (1) L+' MhXN1UM NIM*iL[ PANEL UDIM FOR A ONEW POWK AS 0. Of" WOAD. L­ MAX ALLOWABLE ftU LENGTH FOR A ORION MICATNE AILD. DESIGN LONG. (2) PROCEDURE 10 OCnYA" INIMMUM PANEL UlDlaft ONIN A POSITIVE 0AU). DESIGN LOW OTIVINK MAXIMUM, PANEL UNIFIN 'L-' INDIA SCHEDULE GIVEN A NMIM A.S.D. DESIGN LORD. OUCU" MAXIMUM P14410. LENGTH %-* FIRM SO4MAL IFINAL MAXIMUM ALOOM PANEL LENGTH 13 OKA 70 Tid MIS" KMftW4W ftJVCL LENGTH I T OWAUATOO INTO WOOD AM UMTW TO * 95 WLI MAX A.S.D. CUM PRESSURE RAT04 - - ASI*;VNWLS 0, 10 0 11 Too VAX A.6.0� DESIGN LOW & MO, PAMI LENGTHS FOR I rI-.... '01, , % - .. . F .. 2 -, III, . . .44,67 '.. I 7109CO. INC : * -m- --., Be - -.5,,._ [TATEOF 4-.*I� /=—.L 24 OW GALVANIZED STEEL STORM PANEL f.p. OW" III, "Noo JDML PROTECTION PRODUCTS. I.I.C. #TMWE mom to. IN %"W DAIL n. am'. �, ommi)-m-F&M. f- twm�om 20-175 ,.I — 1-m! qioili� 1- '"W"N' N" , I 1. F50159 - I I I I - I I .ow 3 TRIO _____n' ______ INSTALLATION DETAILS FO PANEL I I ­ N . INTO WOOD STRUC , - *1 . ­ _,­�-( - .1 ­ - . - --- - -_ I 1. I � ! 11 , . I . I II — � I ­ - � SCPARIKYQN I " - . �11 WOOD ANCHORS I . . -1�� . . � Is To GLASS. ­ I ( P I I�L _?SICE SCHEDULE ON I . I � -,: a scHrouLE f , 1111a� - 1, . ,,; . I,: 30 t/4*_w, I ON ; V. - I � i SHEET I 1) I : 6 HLAD amn SHEET 3) , i IS 'w I L I . . * 4,/v Im - m ­11� � - -, k � ,/ _--ij, 1. �­_____ ___ �; , � I . -, _77_� _� --- =n-C �, 4, I , li " . I " � ­ - LL I 11 V m­ CA, 1. 1 � " 1 _T I I ,, � - I ER I , . , , : � � . I I - - � t PANEL LENGTH wow R" . �, " : C2) wow ANCHORS - I =111� �_ I (liff SCHEDULE REQUI ED I'll w - . .- . I I I I . 11, I (SEE SCHEDULE ON � 1� � I I I I _'YA_=­­ �� �� ... L�, , L . 1/,. swrr 11) I , V I . 11�= at L I __ '.. ON , . : I. ,a MAX. , , Q - 0 - t i � 7 r-,Wj ji -1 _ I .. ,&,e . mgp� - I I 1/2' SPACER. '. LL -1 I I � - Cl) OF Ir I I I ­ MAX. r .. I L r � 6 *000 HEADER _ , - � I i I REQUIRED I I ED' ,. i: - 1 �, : I L . L I 11 . . �, " _ _ " .r ....... � I ! I . , . I _ - �,�7 1 � �: 11 .. . : 1 10 ED I z , : I I - I , I - : .6 I � . , , , , . , ., , � - A- - I I I � 1 � . . � I � 0 I' -. LONG AL- SPACERS, 0 12 I/?- ! 0 C (SEE TABLE #I ON IMECT I 1.) I kb,. 1 'Cl I .'I L rf NOTE - WGIN I'M LIMITATIONS FOR I 5 1. I ,� � '' , I - LONG SLEENTS EPAMIM I 'L* MAX, 11 PAMEL MAX � 1 1/2 I_ (SET 5CHEDI LOM 10 GLASS I PANEL aN4N I (SEE SCHEOLAT L ' � 11 ON .SHEET 3) : ,� (SEE SCHEDULE I . I I ' - PAWL MATE tENIALF ID OR PANEL MATE I I . ON %III 3) 9 , ON SHEET 3) � _,:� I I PLUS (SEE SCHEDULC ON SHEET I 1) . I � I & IN wo .1 , . I I , V I . I w.. ! .- i I r wnxma I SEPARATION I To : EXISTING ,I " - L I WWPM OAR r-n EXISTING ,= 2'X4* WOW I ___1 . I—) PLATT RECRAIRED GLASS I I I GLASS [IsEr I -.0 I I � I I ON ImEr 3) -, DIRECT mom W/ SPACER 6 [7 ' 'AL I * ; I I- I : L L 174 SCALE 3/8.$- 1 i ( D, ­-�] - D.C. III - SEE TA81E I 1 5ox 1 L F, " 11 6 12 1/2 AX JI. ON SHEET I I FOR MAX, PANEL LENGTHS & I I Or IL I ­ - "f I DESIGN L04S FOR THIS INSTALLATION. I F.- 1 C4 MAX. ED I I .. I - r 7 . I I , - Koc�� � , I I I , " 0 12 1/2' 0 C ! -6 1 . __j - 4 1 �L, -_ ' I , . � I � I --'--'-- ­­ - ­ ------- ---. -_ --- � TO , - �, 11 I i I . ; �. . - .am" !4 _- I I ..� 1: wow ANCHORS ** mm I � - . . .1 - f L 1 , , I STAGGERED W/ STUD I I I , , I . I i ; (SEE SCHEDULE ON SINCER 2A W RE I Ilr UING r - ­­­­ _­ - --­ 1_! . I I . . � ;, � L SHCr1 I 1) (1) PKL%Lam Is I*= To A Ow sm" &*Am= wm "17-0 . I m mm" ION ART 2*.4 - WOOD . I � . I : _(4) *1111m. � 1'. . NEW. Am =XY =11row *"311). 1 REOU1110 ­ � - , I :1 , _ mukm MEW" . PLATE � 1:j WOOD ANCHORS " MR. samownum To QLAss mism"D I i ; , , ','� . .4" *Mo I . I STAGGERED A/ STU - As I � ,E) =Im.4-=.: I mN­.,TE.,�7,-.. Go I I I (SEE am SHEET a Not WE mxm To 1/6 , " � : SCHIEbutr (Mo LONG AS RIE :TRUNWNG conalloot ABC I ­ _ ' L. - - - 1. PLATT REQUIRED . I SHEET 11) compLa oft I Clift 4 A fAUMNMM FROM It %1r " WAI" MIXING) 04 I L I I (t) NOR" ASO CUM 19 I i PM 61 L PA*M 6 -ft -44 � �t � ! (3) wx at *m on" uDow Is Lam IQ 011* AT I 1. J­ I ANY "" _L L I . (1) wjmw sTow vNift LENGTH 4 WALL MOU PE51 MOUNT I ="" ion" &Lam OR i w smw Ill, I AILTEARMAT41 2W (4) I I/r LONG W*= MPOMM &A MOLL K AS S*D= ON I go I (s) snow PANEL. mwumm a I SCALE 3/0-1- i TRw4==w I � " wo Aw carm wow mom WILL. 1. 2 g um whomm &A n ONLY ALM&TWIVE 1w I IAW 3 As oulmm or MON i i I c-ism so-w" Am THE 2= CTW, gm"I or THE now WALE 3/8-1- ; (4) You* asur ran olis 1 eLkwo cow i� . I A, 3 PIM AM C i i , "mom I A. --­­_'_­­­ -.-- ­ ---'-'-'L ... � ___J ...... ....... ..... . .. ..� ou %. FLORIDA BUILDING CODE (Mon High ftloclty Hur cons Zone) NQM_Fog COMBINATION OF SECTION ; I INSTALLATION ARE ONLY VALID FOR MAX. ASO. * .1 No. 44167 ". I wm r4nm ". 24 WM GALVAHM STEEL STORM PANEL r . DESIGN PRESSURE RATING (p.t.f) AND PANEL LENGTHS : TOP & BOTTOM MOUMTiNOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z ; 111, . � In, . , * - " 1' . DATE COMBINED IN ANY WAY To suly ANY ALTERNATE 2W') ,% STATE O'!E) �j 11LIECOmIc. GLOUL PROTEMON PRODUCTS. Ur- "'"'"" INSIALLATION. X� ORIDI-.'" - — OFART .m So. s, snw ­ w I - am. rL m. dosw -A - .. J 1 2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD "A.H.140 - .11 � M4)M-7M. fW (vm)ok-am 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC N � it .AJ - .wj:,�r IM.1 "N000 Too I DENSITY OF 0.55 OR EOUAL. I I 1 No "'Al PM _ WA"$g No, .wwwwwaumEmAlt !, .. . . I --- ______ . .�Z- TRI . ""', - I i . I I � 4 OF 11 I I I ­_­ --- ­_ ---------.- GENERAL NOTES fc) 19.1XISDII12-024--mn, Sf%IXK- wkw0_fi_�_Q.%1jwj ���II�� A.jt�Mlj-m DMIN'ElINT CP ED.) KOS SEEM VERWIED FOR COMPLIANCE ft ACCORDANCE 1/4"O TAPICOM ANCHORS, AS MAWAClURFD BY I I W SUMOEX. INC WITH NIE 2020 (7th EDITION) Of THE FLORIDA SUILDINK. COVE, THIS STORM PANID. 94ALI NOT RE INSTALLED At HIGH - 114-10 PAMICIMATE FTMALE 0 AND PAMELMATE PLUS ANICHOIRS . AS MANUFACTURED BY CLOG CONSTRUCTKIN POOOUCTS� VELOCITY HURRICANE ZONES DOSIGIN WIND ,�GAGS SNALI S�IAMI-DAIOIE / "MARV COUNTIES) - 1/4-0 LAC, Salm PER mm�s DIETERMINCO AS PER SECTION 1600 OF THE AWK MENTIONED CODE FOR A BA7AC WIND - 7/16'0 . 5/8* WOOD PUSHING. AS DISTRIBUTED BY ,ILL POINT SCREW. 0I & SPECIALTY CO SPEED AS RCQUIRED By THE "ISIDICTICIN WHERE STORM PANEL WILL BE 14PALal). AM FOR A D11MVIONAXY FACTOR KD-Oft USING ASU 1-16 AND SHALL NO OCEED THE MAXIMUM �kSD) DESIGN PRESSURE PA71NOS INDICATED ON SHE m, C 1) MINIMUM T"READIED PENETRATION INTO WOOD OF IAPCOM ANCHORS SHAU. BE I 1/2' AND 2' Volt Ft CO PAWLMATE PLUS 3. 9 THIRD 12 4, 17, I$ AND FAMMANNUIC FEMALE IO in ORDER to VERITY THE ABOVE CONDITION, ULTIMATE DEVGM WHO LOADS DEIEFUNTO PER AWE 7-16 SHALL BE FIRST REDUCED to A.S D 01-VGN PRESSURE RATING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MO (A.S D) C2) MINIMUM NRFADCD PCWTVATION Or L4C SCREW, INTO THE WOW FRAME UNIT SHALL. BE I 1/2' NO THREADED DES" PRCSSURC WINDS INDICATED ON SHEETS 3, 0 NRU 12 & 17. 1111 PENCIINATION INTO STUCCO SHALL K CONSIDERED AS PART OF INC REQUIRED THREADED PCWIflAnON IN ON" TO VERIFY THAT ANCHORS ON THIS P.LD AS TESTED WERE NOT OVER *-IN SO, A 131 INCRICkSE #4 AUO*Alkfi STRESS FOR WIND LOADS WAS j= USED IN THEIR ANALYSIS FASTENM SPACING TO WOOD HAS BEEN OrTERMINFID IN C 3) UININUM EDGE DISTANCE OF LAC SCREIRS INTO *000 SHALL BE AS INDICATED N THIS DRAWING 4 M. ' SIORM PANEI'S ADEOUA`_1 104 IMPACT 00 WOO RESISTANCE HAS BEEN Y13brIED .4 ACCORDANCE VAN SECTION 160.1.2 OF C.4) M040LAM PENETRATION OF *Ono BUSHING SHALL BE 5/9' 1/4' 0-20 SCREWS USED SHAU K 1 1/2* LUNG MINIMUM INC . MENTIONED CCIOC AS PER AhIERICAM TEST LAS OF SOUN FLORIDA REPORTS, 00614 01 -01 AND #0212.02 -09� AS SHOULD SfX0 EXIST, AND I' SAMOAN! FOR WALLS VAIN NO STUCCO PER SSM 12-011 & ASTM C 3M-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLOR03A REPORT $1 1 2301-10 AS PER ___1 1AS-ZOI AND TAS-2W PPOTOCOLS. AM AS PER CALCULATIONS PERFORMICI. IN A"ORoXNNX W/ ST"am 1604 or THE C5) 04 CAW 41AT PRECAST STONE. 00 PRECAST CONCTWIT PANELS. STUCCO ON *ODD BOARDS K FOIAND ON THE EXISTIM0 r WALL� ANCHORS SHALL SIT LOW ENOUGH 70 REACH THE MAIN STRVCTURE BENNO SUCH PANCILS kop"OA 9L41.0m CoCC ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & CA) % 2� ALL ALUMUNUNI EXTRLISIONS 10 AL SOU-76 AUDY A04D TEMPER (UNLESS OTHERINISC MOTTO) SEE SITE 2 (0) ANCHORS SHALL ft INSTALLED rOLLO"MU ALL O� THE RECOMIALMIDAHONli AND SPECIFICATIONS OF INC ANCHOR'S MANOF&I'VITIR (1110, 3 AIL ALUMINUM SHEET METAL USED AT SLM, HIS 5Hki JWT 3IQ!),-Hi4 ALLOY 0 PAWLS MAY ALSO BE INSTALLED HOPOZONIAUV fOLtOWING )NSTALLATION DETAILS SHOWN ON SECTION I THROUGH IS (Sptcys 4 ew 00 4 ALI STEEL 5.EfT METAL PAWLS SHALL NANA SIRL)VURAL, QUALMY SICa. AWN A-653 GRACE 80 MORWM. 0-60 rALVANIZED TUROUGH 5) CYCEII TNAT WAOCR50 k(D SI%ALL NOT RE U50, . ,d SICIL 017SIGNAION W/FY- 922 Kai (AnFR ROLLED). V ft SHALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO YCRI INC SOUNDNESS or INC STRUCTURE YNIM SWnEp IS TO BE 5 ALL sMw% to RE STAINLESS STEEL j" op jtfi MSj srWEs OR CORROSION ItESISTANT, CoXiEt) CARBON STEEL AS PER INN ATrACHED TV WISURC PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK 09 wow mm A 5M;83W/ 50 "; YdELU STRENGTH MO " kv TENSILE STRENGTH AND SHALL COMPLY III/ FLORIDA PLACING Com SECTION BUILDINGS, �a 241 3.4 10 004 RECULAR STORM PANE� WIN LENOtHIS OVER W, As PER SECTIONS 1, 2. 4. 5. a AND ALTERNATIVES m So & 4W ON SHEETS 4. S. 6 Ar 7 RESPECTIVELY. SHALL HAVE A LEGat MO READILY VISIBLE MARKING INSTRUCTING OWI 04 TILIVINI TO II 90i.rS TO K ASTU A- 307 GALVANIZED STEEL Oft AISI 304 SERIES STAIMLES5 SlItti., VAN A III MINIMUM YCILD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT O~ FICANCOS, OF HURRICANE WARNING ? ANCHORS 10 WALL SHALL tif AS FOLLOWS 11 THE INSTALLATION CONTRACTOR I% to SEAL/CAULK ALI. SHUIILR COMPONENT EVAS WACIH REMAIN IN CONTINUOUS CONTACI WITH (A) M_ THE BUILDING TO PREVENT WIMID/PAN INTRUSION - i 1, NAWF klftD BY IJ W. BUILD17k INC (Min, 0­4127 11 2-0 12 STORM PAWL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY OUKUXMG AND ZONING RECULAIIONS 1/4' It . 7/0* CALK -IN ANCHORS, AS MANUFACTUMED By ISEVA0 INC PROVIDED BY T14E jLWSDmCiON WHEK PERMIT! IS APPLIED To - 1/4' A � 314' SOLID -Sr ANCHORS. AS DISTROUIT.1) BY Ail POINT SCIRM. BUT A SPECLkTV CO (MI. _3000 P'...) IN (a) THIS PRODUCT CYAUJARON DOCUMENT (PED) PREPARED In THIS ENGINCCIP IS GENERIC AMC DOES NOT FIRCIVITAL INFORMATION - 114-10 PAMEtMA7r FEMALE 0 e, PANEUMATIE PLUS ANCHORS, AS MANUFACTURED 8V EICO CONSIMICIM PROCIUM FOR A SITE SPECIFIC PRIGUEDT. , o WHERE THE SITE CONWICMS DEVIATE FROM THE P ED 1 - ,/4"* 1AMAr MAXIM ANCHORS, AS MANUFACTURED BY DIEWALT. -%C (III CONTRACTOR TO RE RIESPONSIBILE " THE SELECTION. PURCHASA AND INSTALLATION INCLUDING LIFE SATIETY Of THIS PRODUCT A 1) MINIMUM EMPIEUMENt OF UPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4o. 2* FOR FLCO PANELMAtE AND BAMD ON THIS PID PROVIDED HV/SML DOES NOT DEVIATT FROM THE CONEIVIONS DETAILED ON THIS, DUCUMINIT 1 3/4' FOR ZAVAC NAIUN ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S FIESPONSSUP k2) CALK-44 & SOUI ANCHOWL SNAIL IN LMC1EDCfD 1/6' INTO THE POUNILD CONKRIETE NO CUBED" IWTO (0 THIS PRODUCT EVALUATION OCCUXENT WILL K COkS*EM gWAuO if moprim ITUCCO, SHAU. BE PEFLOT?tu 1/4* 0-20 $CREWS USED SHALL RE 1 1/2* LONG Wmmtjw SHOULD STQCCO tw� (dI SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A RDRIOA REGISTERED ENGINEER OR ARICHIF11171 *Nick WILL. ercomf tw, ( MO I' WNMWM FOR WALLS WIN NO STUCCO, AND MAY BE KE40ED SCREWS UK ALI THREADED SCRCW5 W/n WAD. ENGINEER OF RECORD CC O.N) FOR THE P%�ECT AMC WHO WILL ft RESPONSIBLE FOR INC BUT WITH WIND NUTS PROPO4 USE OF THE P E 0 ENIGINEIR Of. ECORD. ACTING AS A IXLMVED ENGINEER TO THE PC D ENGIIIIIIER, SHAJ.L SUBMIT 10 THIS LATTER THE SIR SPECIFIC DRAWINGS FOR KEY". A-1) IN CASIE NAT PRECAST STORE. PRtCAS1 CONCRETE PANELS. PAVERS. StUCCO OR WOOD BOARDS BE FOUND ON THE EXISTWIC WALL OR FLOOR. AWHOn SHN A BE LONG DOUC,41 TO REACH NL MAN STRUCTURE BEHIND SUCH PANELS (.) THIS P.C.0 SHALL KAN THE DAIL AND ONIGINAL SEAL AND SIGNAIURE IV THE PROFESSIONA4 AW-HORAM SHALL BE AS UENTIONED in A 1) AND IN A 2). ENGINEER OF RECORD THAT PREPARED Ft (0) TQ_L1=K.LQN1CRM &DGK.W.%.L ASrW_C_-A 1. SkLm MANUFACTUMER'S LABEL SHALL BE LOCATIEZ ON A REMALY VISIBUE LOCATION AT STORM . 1/4- 0 TAIPCON ANCHORS AS MAMUIFACIVREO BY I I W RUNIDEX. thlt PAWL SHUITIER in ACCORDAMCC WITH SECTION 170992 OF FLORIDA BUILDM CODE ONE LABEL - 1/4" & . 7/8* CALK -IN ANCHOR%. A' MANUFACTURED BY DENALI, W S94LL BE PLACED rOR EYERY OPENING LABOLINO To COMPLT WIN SECTION 1709OL3 OF THE - ;/4 . 0 X 3/4' SOUG-SET ANCHORS, A$ DISTRIBUTED BY ALL POINI SCREW. 9OLI A SPECIALTY CO FLORIDA BUILDING CODE - 14. 10 PAWtMATE FEMALE to AND PAMELMATr ftUS ANCHORS, AS MANUFACTURED I" ELCO CON91RUCTION P IRUO - - 1/4' 0 7AMAC NAJUN ANCHORS. AS VANU1AC;1JRED BY DENALI. INC " P IN5M, �. - W/11� `,�` � 11 . , 0 I) MINIMUM EMOLUMENT OF 1APCO" ANCHM. FICCI PANCIAIAtICS AND ZAMAC NNON ANCHOR. INTO HNI, ocmsN BLOCK UNIT SHALL at I i/4' I .1. �" FLORIDA BUILD114G CODE (Mw Nigh Volocltyy Hu cone Zono)f : *. oWNO %F= w Cl� ; 40 �61 . 0.2) CAUl-,N At SOLO -Sr ANCHORS SKMi K CM5EDDFD 7/6* INTO THE CONCACTE OLOCA UNIT NO 'Em %,44 7 � . 1 24 GAGE GALVAMO STEEL STORM PANEL NWWH ft SIUCCO SHNA 13E PERMITTED 1/4' 0­20 SCRM USED SHALi. BE 1 1/2' LONG MINIMUM S�WUD T rxjsl� * - - 'fP A - `711LIECO.mir \ — -_ - W/-/� AND I' MINIMUM FOR WALLS WIN NO STUCCO %. STATRI . . I / I GLOUL PROTECTION PRODUCTS. U.C. OUP i, *:I'*,. 1`1 . . . - - B.,N) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR *000 99I K F . - ORI ` - ",�" a tImpompioa .m .. I V.w DrISTINC. WALL ANCHORS SHALL BE LONG FNOUGM TO REACH INIE MAIN STRUCIVRF BEHIND !VAMJCk , . .. . I.P.1.2 - - TWWL I MI.O.,)", 20-175 �� - � OWN. qeft_� 'a ANCHORACIE SKNU. BE AS WENCIONED th 8 1) AND N 8.2) f16�i ..." C,­oXWI1 IS 1 31n,ft ONNOM . - 1 - 1L.. 1 - '404011 -X aft/wowaxvwl OWIP Az .I. It , I " ­, P" 14tt I IN Is ____ _____,__._ FLINCA Lit A IF � I I I , i "I I . INSTALLATION DETAILS FOR REGULAR PANE INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES POURED CONCRETE - CONCRETE . I MRIFTE IlLm 97 0=10MOCK - Reou"m , RNTLIMED V, I . - ! ; A CONCRETE ANCHORS V, It- , , I CONCRETE ANCHORS ., , - , I . I " � - _� 1", 1,� I (SEE SC44EOLU ON , (SEE SCHEDULE ON " SHEETS 9 THROWN 10) " , C21 SHEETS 9 THROUGH I., , EXISTING POURED ­ 20 CONCRETE OR I- - � I " I . ! - ­-.1 �� j CONCRETE: BLOCK , - � 1/1. REQUIRED. 03 ___; ..r Q6 ; 1/0 1 ,I/4' . �, �'?'i,�� I". . - I- - - - ____ �,�, MAX -1 CONCRETE ANCHORS ­. I I .,.�',.; - " � E_ t ,��,' ,C�. �'_` , i � ==' To . 0 � ", I I , I I I . . � ,.g­w I , �._ I "..; I I �1. "., , . :. �;_�,��-,,�,,,� , " I . I � e': , _ , �, .1�1.11' � .,� '. �, I ".. I 1) R .."1111 ��, ,� I�1� C -01 V E , �, �, i A - _ 10, ; i , /�- T . - I IV,* - SA". - . .111�11'1 I � . 1. ,^--soil ".. . I -� "� ,�Wi, a , I I � a , 11 I �11�', I ; - ii,P Y' - - I s,16i . �c � I SEPARATION ' 0 11 SEPARATION I � on , NP PMU " I � L � " i 1. __ TO CLAIM I (141 FOR NNIL TO CLAM. union am r4n I I I I umm am r-41 ,:" .� - !�i,r!�, �,, I A ; ;�� -,,�!,�.g,�, I EXI (!Wx scirmt V wo, (SET SCHLEDOU " � , 1 ..... "I'll. =--i ON %MEET 3) 1 I PANEL LENGTH "I ON SWITT 3) i I . I I , -OLnr Mo, SEPARATION m m. I I (SEE SENT IT I 'L" ma. 'I i PANEL LENGTH I I ON SHEET 3) a I PANEL LEMON -4 0 CLASS I . I (SEE SCHIOULC (SEC SCHEDULE : (SEC SCHEDULE -- � I ON SHEET 3) t.1-1 77' - I ON SHEET 3) (SEE ...=. , 'I 10�1 I I .A I SHEETS I THROW" 1p� I - cl) we ,C � I , � ObOx . : �j EX i �� F *L I I 1�, "'�,T I =4 ='- , ,Y�;%�.,, ­,_, ��,� I �� 11, .1 " 1 4. 1 km I 60% I , i T� . ��',,,'� 11, I or 'r . I I I'll , ", 1,� """ �_ � , ,." :: �� ,."," ., ., ,:,�� � - cu E.O. I , �,,­ I I I ; v � ,,�.'� . � "? MAK, -, � , I . i W. ;:�11 I � I 4� .". I ­R,.��,, . .� - . , . " .111,; C � �m�ll �,, I I .� ", I .1 ' "I ; D L I I -I I I I E. )� ,: .�, , il, , ED. �,, �,�, I . .1 �, I � .,�, . ;�. ". �) I I& I --I-.j - .<,:�, I . . I " �,, I : I 1. � ". ,�:111, - 7 ,."", ,. . , ""? EXISTING POURED - 11 I Oc ,L; , ; APPUCAGU) ., , - Ir �� � CONCREFF Opt " -11 101" Col"GRETIC ANCHORS , , I 41.11 NO, .Vmm .w CONCRETE &am I ; .- '-S&"./mXF I - ,�,e�.,` _ I ��, 1, ' REQUIRED. - 1 i . (SEE SCHDOW ON � ,. I '� @_ -40-4.1.- ',I' o'"OU M SMW CA 2 10) V I- � "' - --A I � , , " t j,� - I- wil - I 1 IT4 oz. �1. � rl I IIHEETS , WHEN ,,, ;," ., ` 11, - - . ALTERNATE .,�', �,,. �. 4 �, %, .4i. LEG LOCATION , , � �: " :611 _.N . COSTING POURED CONCRETE W ­. ARE USED a w/ WHI�4 ALTERNATE CONCRETE ' = T PAWLAMITS OFT CONCRETE BLOCK ­ -11 COnC= CONCRETE CONCRETE ANCHORS � ARE USED. REQUIRED, ANCHORS DICK REQUIRED. STAGGERIM W/ STUD (SuSCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH TO) SHEETS 9 THROUGH 10) sump -pia ,mpuwT,NG WA66 jQift WALL W)Uftj . . WNG I! SECTON4 MR%,; .J100ECT MOU SCALE 3/B. WALL 3/6-t- '0 ... tototlo"sfjto '. , ". �%�q " . . . . . - .. EN -. FLORIDA BUILDING CODE (Mon High Volealty Nu Icons Zone)l : . 0.44167 -` amoo xmc� oc, 24 CAGE QkVAWZEO STEEL STORII PANEL r.` . . 04-61 2 * . - --- -_ CO. - EDGE DISTANCE MM FOR N OF SLOM- I * .. * �_ : L 07/V/� 'I GLOW PROTECTION PRODUM 11C. mm (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE s _q�-. STATE og ,�-. - 7:� � ow &W. 5 THIRTY SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY S00".. 1,01110"...* awl.,L'Al. JNSTAUATJON. -, .­­:,` PHONS, DIN)INW-75011L fAt (06)60-gm 20-175 �'t .. � I -.I d.ww I- Owsm IN, I I, ',.;,',7,, 1-6-0 IV`--, i - - - WALTUI A. - I - i . I omw 4 ff m - I , 3 1 , E ,,,v i., it ­" F09 - 11 I I - I INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO ,, .- � �,­_ - . � , - . � I ALTD"Tt LEG 4,.O* (I J­ I I � - - " ! I . . ­ LOCATION WAM .Mx== , , I I . � �1� ADDOUACY OF EXISTING WOOD I I �� 1. , I . . KAM TO BE CENTIFIED BY .. , , : 1, . .� REGISTERED ENGINEER 00 Aq - C6 ­ . �. , 1, * i�: ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0 01451ALIATION. I p , I ; I . -, ji , - . � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP, I ,, ­ � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD I . 1__ __� ' L _�_ - . 'S' " , , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =. I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz 1 4 1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .---- I (D - I - I "' I REOUNKED , , - I - 7 sC:;10= �, I - A /,...mow I 1w .0 - � EXIST G I 8, ,I I I I I I . I ; 0 : Wool) ANCHORS I I 1 6 1/4- ac 11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� � I � gem I 1) I . i I C .1, i Z, � ,t 1,CPAKr1;N TO I � . I" . 1 GLA.n 11 , I : - L - - - '� I ST ,�$ NUE I rpl. j I --- ­ I ON SHEET 3) A 0-E-A � Imin wLPRMAIIOM TO GLASS. 11.1 MAE I ,,A - " , - � I ==11_1I It" MAX I 11'r PANEL I . E�-o anvil , 1 46 , J WN (SET SCHEDULE I I - - , PARM amm" � =m airy-41 ON SHEET 3) 1 (SEE SCHEDULE , I --- �� �� I I I =W%i I - i I I - I - ON SHEET 3) 1 " I I I I I I - � I AV -- - - - I 1. I I - , ­ __ - - .- .L� . .- " It (11) I , - f 01 , J.";L . , I 1 50111; 11 , I _� fo, OF ILI I I I ­­j N I : I � _ I (4 i , ! i - i I I 0 12 112- OC. : To , -- - - ,� � - I I , . - 1/2 -0 FINISH, !_ - , q " I .: i 0 I e*-. ;�, * 0 C ALLOWED I I 1, I E I 0 . .- I ..- I , �L� � 9 __ - I � . L I . I - WOOD PLAIT- , - ­ DECK REGIMtM QUIRED � ANCHORS � : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I WOOD ANCHORS I r.00S.K.L. On HEDUUE 014 �, . I . . � Swr I 1) - - . - W. 1) - . - ::: __ - , . . , - I RE I , � ,� I __ -1 I ___ .2. min, - - :.I � ., . . � . CEmamim RuNlING BU�� NQ TE Tift 'GW smz 3AIIII, 1041"Ift, ,.INK SCALE 3/8-1 - 1, ..�:.Tz '� . - NOI .1--X. %�C-Eft�-�.:,�,? : 57 * . . . NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l , . NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I - 2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i *MAI LATION . ,,, ..: , I- I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am I-— DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am I 01.1 i *1uF ,�t pmg. ,, m DRAL FL 1430, I I - - PWOK "-)M-7*W I'AL 'Dow)w-am 20-175 .... . . - DAMON@, . 04. UNUSpoitualumt o�-cowto me ........ - - wnp & Mo Jr.. III -, I I C10" Ad. A 4-197 . 1 1 __1 I of m - I .4--o a) a) = — 0 -a >0 e-- n d2 2 ­0 -0 C Cu -0 a- - .a-,.-, m w 0 — Cn =_ CD -0 0 -0 -0 C 2 -2 -= a) 0 ca. C -2 3: m C.0 u- m > . 0- J=_ w ,.0_ Cu ca. CIO .4--a " f-% C rn Re' I- t . - - I .P- -0 �� 0) ,;bA So, �_ 711 ,;�O� . 0r 0 00 / , .0; -0- . - ,; , - Mft '. .!;�__ !I- 1i � a .;:z ., % -* -?, s 01 I .1 90 �7 s "* - * a, -O,w ,!� , Ir ;� " ,:, " 6) I ,a V-1 ,:rl i* CC- 0. - IS e �.'. -5 -7 , 0, �a , w =I W " (1) (1) C: Cu 0 0 " " =3 LLJ m < z z < _j CL -6--oll (1) (1) = U) Cu > 0 L_ CD_ CL < -6-0 0 =3 _0 0 1_ CL (1) C/) Cu m SHEET NO. SH 1.3 I/4'47 Nj�- j;:::-/----��-----__-�-­;z-r7- MAX. GAP , SECDON A- "_ 10 N.T.S. (D (1) L+' MhXN1UM NIM*iL[ PANEL UDIM FOR A ONEW POWK AS 0. Of" WOAD. L­ MAX ALLOWABLE ftU LENGTH FOR A ORION MICATNE AILD. DESIGN LONG. (2) PROCEDURE 10 OCnYA" INIMMUM PANEL UlDlaft ONIN A POSITIVE 0AU). DESIGN LOW OTIVINK MAXIMUM, PANEL UNIFIN 'L-' INDIA SCHEDULE GIVEN A NMIM A.S.D. DESIGN LORD. OUCU" MAXIMUM P14410. LENGTH %-* FIRM SO4MAL IFINAL MAXIMUM ALOOM PANEL LENGTH 13 OKA 70 Tid MIS" KMftW4W ftJVCL LENGTH I T OWAUATOO INTO WOOD AM UMTW TO * 95 WLI MAX A.S.D. CUM PRESSURE RAT04 - - ASI*;VNWLS 0, 10 0 11 Too VAX A.6.0� DESIGN LOW & MO, PAMI LENGTHS FOR I rI-.... '01, , % - .. . F .. 2 -, III, . . .44,67 '.. I 7109CO. INC : * -m- --., Be - -.5,,._ [TATEOF 4-.*I� /=—.L 24 OW GALVANIZED STEEL STORM PANEL f.p. OW" III, "Noo JDML PROTECTION PRODUCTS. I.I.C. #TMWE mom to. IN %"W DAIL n. am'. �, ommi)-m-F&M. f- twm�om 20-175 ,.I — 1-m! qioili� 1- '"W"N' N" , I 1. F50159 - I I I I - I I .ow 3 TRIO _____n' ______ INSTALLATION DETAILS FO PANEL I I ­ N . INTO WOOD STRUC , - *1 . ­ _,­�-( - .1 ­ - . - --- - -_ I 1. I � ! 11 , . I . I II — � I ­ - � SCPARIKYQN I " - . �11 WOOD ANCHORS I . . -1�� . . � Is To GLASS. ­ I ( P I I�L _?SICE SCHEDULE ON I . I � -,: a scHrouLE f , 1111a� - 1, . ,,; . I,: 30 t/4*_w, I ON ; V. - I � i SHEET I 1) I : 6 HLAD amn SHEET 3) , i IS 'w I L I . . * 4,/v Im - m ­11� � - -, k � ,/ _--ij, 1. �­_____ ___ �; , � I . -, _77_� _� --- =n-C �, 4, I , li " . I " � ­ - LL I 11 V m­ CA, 1. 1 � " 1 _T I I ,, � - I ER I , . , , : � � . I I - - � t PANEL LENGTH wow R" . �, " : C2) wow ANCHORS - I =111� �_ I (liff SCHEDULE REQUI ED I'll w - . .- . I I I I . 11, I (SEE SCHEDULE ON � 1� � I I I I _'YA_=­­ �� �� ... L�, , L . 1/,. swrr 11) I , V I . 11�= at L I __ '.. ON , . : I. ,a MAX. , , Q - 0 - t i � 7 r-,Wj ji -1 _ I .. ,&,e . mgp� - I I 1/2' SPACER. '. LL -1 I I � - Cl) OF Ir I I I ­ MAX. r .. I L r � 6 *000 HEADER _ , - � I i I REQUIRED I I ED' ,. i: - 1 �, : I L . L I 11 . . �, " _ _ " .r ....... � I ! I . , . I _ - �,�7 1 � �: 11 .. . : 1 10 ED I z , : I I - I , I - : .6 I � . , , , , . , ., , � - A- - I I I � 1 � . . � I � 0 I' -. LONG AL- SPACERS, 0 12 I/?- ! 0 C (SEE TABLE #I ON IMECT I 1.) I kb,. 1 'Cl I .'I L rf NOTE - WGIN I'M LIMITATIONS FOR I 5 1. I ,� � '' , I - LONG SLEENTS EPAMIM I 'L* MAX, 11 PAMEL MAX � 1 1/2 I_ (SET 5CHEDI LOM 10 GLASS I PANEL aN4N I (SEE SCHEOLAT L ' � 11 ON .SHEET 3) : ,� (SEE SCHEDULE I . I I ' - PAWL MATE tENIALF ID OR PANEL MATE I I . ON %III 3) 9 , ON SHEET 3) � _,:� I I PLUS (SEE SCHEDULC ON SHEET I 1) . I � I & IN wo .1 , . I I , V I . I w.. ! .- i I r wnxma I SEPARATION I To : EXISTING ,I " - L I WWPM OAR r-n EXISTING ,= 2'X4* WOW I ___1 . I—) PLATT RECRAIRED GLASS I I I GLASS [IsEr I -.0 I I � I I ON ImEr 3) -, DIRECT mom W/ SPACER 6 [7 ' 'AL I * ; I I- I : L L 174 SCALE 3/8.$- 1 i ( D, ­-�] - D.C. III - SEE TA81E I 1 5ox 1 L F, " 11 6 12 1/2 AX JI. ON SHEET I I FOR MAX, PANEL LENGTHS & I I Or IL I ­ - "f I DESIGN L04S FOR THIS INSTALLATION. I F.- 1 C4 MAX. ED I I .. I - r 7 . I I , - Koc�� � , I I I , " 0 12 1/2' 0 C ! -6 1 . __j - 4 1 �L, -_ ' I , . � I � I --'--'-- ­­ - ­ ------- ---. -_ --- � TO , - �, 11 I i I . ; �. . - .am" !4 _- I I ..� 1: wow ANCHORS ** mm I � - . . .1 - f L 1 , , I STAGGERED W/ STUD I I I , , I . I i ; (SEE SCHEDULE ON SINCER 2A W RE I Ilr UING r - ­­­­ _­ - --­ 1_! . I I . . � ;, � L SHCr1 I 1) (1) PKL%Lam Is I*= To A Ow sm" &*Am= wm "17-0 . I m mm" ION ART 2*.4 - WOOD . I � . I : _(4) *1111m. � 1'. . NEW. Am =XY =11row *"311). 1 REOU1110 ­ � - , I :1 , _ mukm MEW" . PLATE � 1:j WOOD ANCHORS " MR. samownum To QLAss mism"D I i ; , , ','� . .4" *Mo I . I STAGGERED A/ STU - As I � ,E) =Im.4-=.: I mN­.,TE.,�7,-.. Go I I I (SEE am SHEET a Not WE mxm To 1/6 , " � : SCHIEbutr (Mo LONG AS RIE :TRUNWNG conalloot ABC I ­ _ ' L. - - - 1. PLATT REQUIRED . I SHEET 11) compLa oft I Clift 4 A fAUMNMM FROM It %1r " WAI" MIXING) 04 I L I I (t) NOR" ASO CUM 19 I i PM 61 L PA*M 6 -ft -44 � �t � ! (3) wx at *m on" uDow Is Lam IQ 011* AT I 1. J­ I ANY "" _L L I . (1) wjmw sTow vNift LENGTH 4 WALL MOU PE51 MOUNT I ="" ion" &Lam OR i w smw Ill, I AILTEARMAT41 2W (4) I I/r LONG W*= MPOMM &A MOLL K AS S*D= ON I go I (s) snow PANEL. mwumm a I SCALE 3/0-1- i TRw4==w I � " wo Aw carm wow mom WILL. 1. 2 g um whomm &A n ONLY ALM&TWIVE 1w I IAW 3 As oulmm or MON i i I c-ism so-w" Am THE 2= CTW, gm"I or THE now WALE 3/8-1- ; (4) You* asur ran olis 1 eLkwo cow i� . I A, 3 PIM AM C i i , "mom I A. --­­_'_­­­ -.-- ­ ---'-'-'L ... � ___J ...... ....... ..... . .. ..� ou %. FLORIDA BUILDING CODE (Mon High ftloclty Hur cons Zone) NQM_Fog COMBINATION OF SECTION ; I INSTALLATION ARE ONLY VALID FOR MAX. ASO. * .1 No. 44167 ". I wm r4nm ". 24 WM GALVAHM STEEL STORM PANEL r . DESIGN PRESSURE RATING (p.t.f) AND PANEL LENGTHS : TOP & BOTTOM MOUMTiNOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z ; 111, . � In, . , * - " 1' . DATE COMBINED IN ANY WAY To suly ANY ALTERNATE 2W') ,% STATE O'!E) �j 11LIECOmIc. GLOUL PROTEMON PRODUCTS. Ur- "'"'"" INSIALLATION. X� ORIDI-.'" - — OFART .m So. s, snw ­ w I - am. rL m. dosw -A - .. J 1 2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD "A.H.140 - .11 � M4)M-7M. fW (vm)ok-am 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC N � it .AJ - .wj:,�r IM.1 "N000 Too I DENSITY OF 0.55 OR EOUAL. I I 1 No "'Al PM _ WA"$g No, .wwwwwaumEmAlt !, .. . . I --- ______ . .�Z- TRI . ""', - I i . I I � 4 OF 11 I I I ­_­ --- ­_ ---------.- GENERAL NOTES fc) 19.1XISDII12-024--mn, Sf%IXK- wkw0_fi_�_Q.%1jwj ���II�� A.jt�Mlj-m DMIN'ElINT CP ED.) KOS SEEM VERWIED FOR COMPLIANCE ft ACCORDANCE 1/4"O TAPICOM ANCHORS, AS MAWAClURFD BY I I W SUMOEX. INC WITH NIE 2020 (7th EDITION) Of THE FLORIDA SUILDINK. COVE, THIS STORM PANID. 94ALI NOT RE INSTALLED At HIGH - 114-10 PAMICIMATE FTMALE 0 AND PAMELMATE PLUS ANICHOIRS . AS MANUFACTURED BY CLOG CONSTRUCTKIN POOOUCTS� VELOCITY HURRICANE ZONES DOSIGIN WIND ,�GAGS SNALI S�IAMI-DAIOIE / "MARV COUNTIES) - 1/4-0 LAC, Salm PER mm�s DIETERMINCO AS PER SECTION 1600 OF THE AWK MENTIONED CODE FOR A BA7AC WIND - 7/16'0 . 5/8* WOOD PUSHING. AS DISTRIBUTED BY ,ILL POINT SCREW. 0I & SPECIALTY CO SPEED AS RCQUIRED By THE "ISIDICTICIN WHERE STORM PANEL WILL BE 14PALal). AM FOR A D11MVIONAXY FACTOR KD-Oft USING ASU 1-16 AND SHALL NO OCEED THE MAXIMUM �kSD) DESIGN PRESSURE PA71NOS INDICATED ON SHE m, C 1) MINIMUM T"READIED PENETRATION INTO WOOD OF IAPCOM ANCHORS SHAU. BE I 1/2' AND 2' Volt Ft CO PAWLMATE PLUS 3. 9 THIRD 12 4, 17, I$ AND FAMMANNUIC FEMALE IO in ORDER to VERITY THE ABOVE CONDITION, ULTIMATE DEVGM WHO LOADS DEIEFUNTO PER AWE 7-16 SHALL BE FIRST REDUCED to A.S D 01-VGN PRESSURE RATING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MO (A.S D) C2) MINIMUM NRFADCD PCWTVATION Or L4C SCREW, INTO THE WOW FRAME UNIT SHALL. BE I 1/2' NO THREADED DES" PRCSSURC WINDS INDICATED ON SHEETS 3, 0 NRU 12 & 17. 1111 PENCIINATION INTO STUCCO SHALL K CONSIDERED AS PART OF INC REQUIRED THREADED PCWIflAnON IN ON" TO VERIFY THAT ANCHORS ON THIS P.LD AS TESTED WERE NOT OVER *-IN SO, A 131 INCRICkSE #4 AUO*Alkfi STRESS FOR WIND LOADS WAS j= USED IN THEIR ANALYSIS FASTENM SPACING TO WOOD HAS BEEN OrTERMINFID IN C 3) UININUM EDGE DISTANCE OF LAC SCREIRS INTO *000 SHALL BE AS INDICATED N THIS DRAWING 4 M. ' SIORM PANEI'S ADEOUA`_1 104 IMPACT 00 WOO RESISTANCE HAS BEEN Y13brIED .4 ACCORDANCE VAN SECTION 160.1.2 OF C.4) M040LAM PENETRATION OF *Ono BUSHING SHALL BE 5/9' 1/4' 0-20 SCREWS USED SHAU K 1 1/2* LUNG MINIMUM INC . MENTIONED CCIOC AS PER AhIERICAM TEST LAS OF SOUN FLORIDA REPORTS, 00614 01 -01 AND #0212.02 -09� AS SHOULD SfX0 EXIST, AND I' SAMOAN! FOR WALLS VAIN NO STUCCO PER SSM 12-011 & ASTM C 3M-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLOR03A REPORT $1 1 2301-10 AS PER ___1 1AS-ZOI AND TAS-2W PPOTOCOLS. AM AS PER CALCULATIONS PERFORMICI. IN A"ORoXNNX W/ ST"am 1604 or THE C5) 04 CAW 41AT PRECAST STONE. 00 PRECAST CONCTWIT PANELS. STUCCO ON *ODD BOARDS K FOIAND ON THE EXISTIM0 r WALL� ANCHORS SHALL SIT LOW ENOUGH 70 REACH THE MAIN STRVCTURE BENNO SUCH PANCILS kop"OA 9L41.0m CoCC ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & CA) % 2� ALL ALUMUNUNI EXTRLISIONS 10 AL SOU-76 AUDY A04D TEMPER (UNLESS OTHERINISC MOTTO) SEE SITE 2 (0) ANCHORS SHALL ft INSTALLED rOLLO"MU ALL O� THE RECOMIALMIDAHONli AND SPECIFICATIONS OF INC ANCHOR'S MANOF&I'VITIR (1110, 3 AIL ALUMINUM SHEET METAL USED AT SLM, HIS 5Hki JWT 3IQ!),-Hi4 ALLOY 0 PAWLS MAY ALSO BE INSTALLED HOPOZONIAUV fOLtOWING )NSTALLATION DETAILS SHOWN ON SECTION I THROUGH IS (Sptcys 4 ew 00 4 ALI STEEL 5.EfT METAL PAWLS SHALL NANA SIRL)VURAL, QUALMY SICa. AWN A-653 GRACE 80 MORWM. 0-60 rALVANIZED TUROUGH 5) CYCEII TNAT WAOCR50 k(D SI%ALL NOT RE U50, . ,d SICIL 017SIGNAION W/FY- 922 Kai (AnFR ROLLED). V ft SHALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO YCRI INC SOUNDNESS or INC STRUCTURE YNIM SWnEp IS TO BE 5 ALL sMw% to RE STAINLESS STEEL j" op jtfi MSj srWEs OR CORROSION ItESISTANT, CoXiEt) CARBON STEEL AS PER INN ATrACHED TV WISURC PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK 09 wow mm A 5M;83W/ 50 "; YdELU STRENGTH MO " kv TENSILE STRENGTH AND SHALL COMPLY III/ FLORIDA PLACING Com SECTION BUILDINGS, �a 241 3.4 10 004 RECULAR STORM PANE� WIN LENOtHIS OVER W, As PER SECTIONS 1, 2. 4. 5. a AND ALTERNATIVES m So & 4W ON SHEETS 4. S. 6 Ar 7 RESPECTIVELY. SHALL HAVE A LEGat MO READILY VISIBLE MARKING INSTRUCTING OWI 04 TILIVINI TO II 90i.rS TO K ASTU A- 307 GALVANIZED STEEL Oft AISI 304 SERIES STAIMLES5 SlItti., VAN A III MINIMUM YCILD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT O~ FICANCOS, OF HURRICANE WARNING ? ANCHORS 10 WALL SHALL tif AS FOLLOWS 11 THE INSTALLATION CONTRACTOR I% to SEAL/CAULK ALI. SHUIILR COMPONENT EVAS WACIH REMAIN IN CONTINUOUS CONTACI WITH (A) M_ THE BUILDING TO PREVENT WIMID/PAN INTRUSION - i 1, NAWF klftD BY IJ W. BUILD17k INC (Min, 0­4127 11 2-0 12 STORM PAWL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY OUKUXMG AND ZONING RECULAIIONS 1/4' It . 7/0* CALK -IN ANCHORS, AS MANUFACTUMED By ISEVA0 INC PROVIDED BY T14E jLWSDmCiON WHEK PERMIT! IS APPLIED To - 1/4' A � 314' SOLID -Sr ANCHORS. AS DISTROUIT.1) BY Ail POINT SCIRM. BUT A SPECLkTV CO (MI. _3000 P'...) IN (a) THIS PRODUCT CYAUJARON DOCUMENT (PED) PREPARED In THIS ENGINCCIP IS GENERIC AMC DOES NOT FIRCIVITAL INFORMATION - 114-10 PAMEtMA7r FEMALE 0 e, PANEUMATIE PLUS ANCHORS, AS MANUFACTURED 8V EICO CONSIMICIM PROCIUM FOR A SITE SPECIFIC PRIGUEDT. , o WHERE THE SITE CONWICMS DEVIATE FROM THE P ED 1 - ,/4"* 1AMAr MAXIM ANCHORS, AS MANUFACTURED BY DIEWALT. -%C (III CONTRACTOR TO RE RIESPONSIBILE " THE SELECTION. PURCHASA AND INSTALLATION INCLUDING LIFE SATIETY Of THIS PRODUCT A 1) MINIMUM EMPIEUMENt OF UPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4o. 2* FOR FLCO PANELMAtE AND BAMD ON THIS PID PROVIDED HV/SML DOES NOT DEVIATT FROM THE CONEIVIONS DETAILED ON THIS, DUCUMINIT 1 3/4' FOR ZAVAC NAIUN ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S FIESPONSSUP k2) CALK-44 & SOUI ANCHOWL SNAIL IN LMC1EDCfD 1/6' INTO THE POUNILD CONKRIETE NO CUBED" IWTO (0 THIS PRODUCT EVALUATION OCCUXENT WILL K COkS*EM gWAuO if moprim ITUCCO, SHAU. BE PEFLOT?tu 1/4* 0-20 $CREWS USED SHALL RE 1 1/2* LONG Wmmtjw SHOULD STQCCO tw� (dI SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A RDRIOA REGISTERED ENGINEER OR ARICHIF11171 *Nick WILL. ercomf tw, ( MO I' WNMWM FOR WALLS WIN NO STUCCO, AND MAY BE KE40ED SCREWS UK ALI THREADED SCRCW5 W/n WAD. ENGINEER OF RECORD CC O.N) FOR THE P%�ECT AMC WHO WILL ft RESPONSIBLE FOR INC BUT WITH WIND NUTS PROPO4 USE OF THE P E 0 ENIGINEIR Of. ECORD. ACTING AS A IXLMVED ENGINEER TO THE PC D ENGIIIIIIER, SHAJ.L SUBMIT 10 THIS LATTER THE SIR SPECIFIC DRAWINGS FOR KEY". A-1) IN CASIE NAT PRECAST STORE. PRtCAS1 CONCRETE PANELS. PAVERS. StUCCO OR WOOD BOARDS BE FOUND ON THE EXISTWIC WALL OR FLOOR. AWHOn SHN A BE LONG DOUC,41 TO REACH NL MAN STRUCTURE BEHIND SUCH PANELS (.) THIS P.C.0 SHALL KAN THE DAIL AND ONIGINAL SEAL AND SIGNAIURE IV THE PROFESSIONA4 AW-HORAM SHALL BE AS UENTIONED in A 1) AND IN A 2). ENGINEER OF RECORD THAT PREPARED Ft (0) TQ_L1=K.LQN1CRM &DGK.W.%.L ASrW_C_-A 1. SkLm MANUFACTUMER'S LABEL SHALL BE LOCATIEZ ON A REMALY VISIBUE LOCATION AT STORM . 1/4- 0 TAIPCON ANCHORS AS MAMUIFACIVREO BY I I W RUNIDEX. thlt PAWL SHUITIER in ACCORDAMCC WITH SECTION 170992 OF FLORIDA BUILDM CODE ONE LABEL - 1/4" & . 7/8* CALK -IN ANCHOR%. A' MANUFACTURED BY DENALI, W S94LL BE PLACED rOR EYERY OPENING LABOLINO To COMPLT WIN SECTION 1709OL3 OF THE - ;/4 . 0 X 3/4' SOUG-SET ANCHORS, A$ DISTRIBUTED BY ALL POINI SCREW. 9OLI A SPECIALTY CO FLORIDA BUILDING CODE - 14. 10 PAWtMATE FEMALE to AND PAMELMATr ftUS ANCHORS, AS MANUFACTURED I" ELCO CON91RUCTION P IRUO - - 1/4' 0 7AMAC NAJUN ANCHORS. AS VANU1AC;1JRED BY DENALI. INC " P IN5M, �. - W/11� `,�` � 11 . , 0 I) MINIMUM EMOLUMENT OF 1APCO" ANCHM. FICCI PANCIAIAtICS AND ZAMAC NNON ANCHOR. INTO HNI, ocmsN BLOCK UNIT SHALL at I i/4' I .1. �" FLORIDA BUILD114G CODE (Mw Nigh Volocltyy Hu cone Zono)f : *. oWNO %F= w Cl� ; 40 �61 . 0.2) CAUl-,N At SOLO -Sr ANCHORS SKMi K CM5EDDFD 7/6* INTO THE CONCACTE OLOCA UNIT NO 'Em %,44 7 � . 1 24 GAGE GALVAMO STEEL STORM PANEL NWWH ft SIUCCO SHNA 13E PERMITTED 1/4' 0­20 SCRM USED SHALi. BE 1 1/2' LONG MINIMUM S�WUD T rxjsl� * - - 'fP A - `711LIECO.mir \ — -_ - W/-/� AND I' MINIMUM FOR WALLS WIN NO STUCCO %. STATRI . . I / I GLOUL PROTECTION PRODUCTS. U.C. OUP i, *:I'*,. 1`1 . . . - - B.,N) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR *000 99I K F . - ORI ` - ",�" a tImpompioa .m .. I V.w DrISTINC. WALL ANCHORS SHALL BE LONG FNOUGM TO REACH INIE MAIN STRUCIVRF BEHIND !VAMJCk , . .. . I.P.1.2 - - TWWL I MI.O.,)", 20-175 �� - � OWN. qeft_� 'a ANCHORACIE SKNU. BE AS WENCIONED th 8 1) AND N 8.2) f16�i ..." C,­oXWI1 IS 1 31n,ft ONNOM . - 1 - 1L.. 1 - '404011 -X aft/wowaxvwl OWIP Az .I. It , I " ­, P" 14tt I IN Is ____ _____,__._ FLINCA Lit A IF � I I I , i "I I . INSTALLATION DETAILS FOR REGULAR PANE INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES POURED CONCRETE - CONCRETE . I MRIFTE IlLm 97 0=10MOCK - Reou"m , RNTLIMED V, I . - ! ; A CONCRETE ANCHORS V, It- , , I CONCRETE ANCHORS ., , - , I . I " � - _� 1", 1,� I (SEE SC44EOLU ON , (SEE SCHEDULE ON " SHEETS 9 THROWN 10) " , C21 SHEETS 9 THROUGH I., , EXISTING POURED ­ 20 CONCRETE OR I- - � I " I . ! - ­-.1 �� j CONCRETE: BLOCK , - � 1/1. REQUIRED. 03 ___; ..r Q6 ; 1/0 1 ,I/4' . �, �'?'i,�� I". . - I- - - - ____ �,�, MAX -1 CONCRETE ANCHORS ­. I I .,.�',.; - " � E_ t ,��,' ,C�. �'_` , i � ==' To . 0 � ", I I , I I I . . � ,.g­w I , �._ I "..; I I �1. "., , . :. �;_�,��-,,�,,,� , " I . I � e': , _ , �, .1�1.11' � .,� '. �, I ".. I 1) R .."1111 ��, ,� I�1� C -01 V E , �, �, i A - _ 10, ; i , /�- T . - I IV,* - SA". - . .111�11'1 I � . 1. ,^--soil ".. . I -� "� ,�Wi, a , I I � a , 11 I �11�', I ; - ii,P Y' - - I s,16i . �c � I SEPARATION ' 0 11 SEPARATION I � on , NP PMU " I � L � " i 1. __ TO CLAIM I (141 FOR NNIL TO CLAM. union am r4n I I I I umm am r-41 ,:" .� - !�i,r!�, �,, I A ; ;�� -,,�!,�.g,�, I EXI (!Wx scirmt V wo, (SET SCHLEDOU " � , 1 ..... "I'll. =--i ON %MEET 3) 1 I PANEL LENGTH "I ON SWITT 3) i I . I I , -OLnr Mo, SEPARATION m m. I I (SEE SENT IT I 'L" ma. 'I i PANEL LENGTH I I ON SHEET 3) a I PANEL LEMON -4 0 CLASS I . I (SEE SCHIOULC (SEC SCHEDULE : (SEC SCHEDULE -- � I ON SHEET 3) t.1-1 77' - I ON SHEET 3) (SEE ...=. , 'I 10�1 I I .A I SHEETS I THROW" 1p� I - cl) we ,C � I , � ObOx . : �j EX i �� F *L I I 1�, "'�,T I =4 ='- , ,Y�;%�.,, ­,_, ��,� I �� 11, .1 " 1 4. 1 km I 60% I , i T� . ��',,,'� 11, I or 'r . I I I'll , ", 1,� """ �_ � , ,." :: �� ,."," ., ., ,:,�� � - cu E.O. I , �,,­ I I I ; v � ,,�.'� . � "? MAK, -, � , I . i W. ;:�11 I � I 4� .". I ­R,.��,, . .� - . , . " .111,; C � �m�ll �,, I I .� ", I .1 ' "I ; D L I I -I I I I E. )� ,: .�, , il, , ED. �,, �,�, I . .1 �, I � .,�, . ;�. ". �) I I& I --I-.j - .<,:�, I . . I " �,, I : I 1. � ". ,�:111, - 7 ,."", ,. . , ""? EXISTING POURED - 11 I Oc ,L; , ; APPUCAGU) ., , - Ir �� � CONCREFF Opt " -11 101" Col"GRETIC ANCHORS , , I 41.11 NO, .Vmm .w CONCRETE &am I ; .- '-S&"./mXF I - ,�,e�.,` _ I ��, 1, ' REQUIRED. - 1 i . (SEE SCHDOW ON � ,. I '� @_ -40-4.1.- ',I' o'"OU M SMW CA 2 10) V I- � "' - --A I � , , " t j,� - I- wil - I 1 IT4 oz. �1. � rl I IIHEETS , WHEN ,,, ;," ., ` 11, - - . ALTERNATE .,�', �,,. �. 4 �, %, .4i. LEG LOCATION , , � �: " :611 _.N . COSTING POURED CONCRETE W ­. ARE USED a w/ WHI�4 ALTERNATE CONCRETE ' = T PAWLAMITS OFT CONCRETE BLOCK ­ -11 COnC= CONCRETE CONCRETE ANCHORS � ARE USED. REQUIRED, ANCHORS DICK REQUIRED. STAGGERIM W/ STUD (SuSCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH TO) SHEETS 9 THROUGH 10) sump -pia ,mpuwT,NG WA66 jQift WALL W)Uftj . . WNG I! SECTON4 MR%,; .J100ECT MOU SCALE 3/B. WALL 3/6-t- '0 ... tototlo"sfjto '. , ". �%�q " . . . . . - .. EN -. FLORIDA BUILDING CODE (Mon High Volealty Nu Icons Zone)l : . 0.44167 -` amoo xmc� oc, 24 CAGE QkVAWZEO STEEL STORII PANEL r.` . . 04-61 2 * . - --- -_ CO. - EDGE DISTANCE MM FOR N OF SLOM- I * .. * �_ : L 07/V/� 'I GLOW PROTECTION PRODUM 11C. mm (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE s _q�-. STATE og ,�-. - 7:� � ow &W. 5 THIRTY SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY S00".. 1,01110"...* awl.,L'Al. JNSTAUATJON. -, .­­:,` PHONS, DIN)INW-75011L fAt (06)60-gm 20-175 �'t .. � I -.I d.ww I- Owsm IN, I I, ',.;,',7,, 1-6-0 IV`--, i - - - WALTUI A. - I - i . I omw 4 ff m - I , 3 1 , E ,,,v i., it ­" F09 - 11 I I - I INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO ,, .- � �,­_ - . � , - . � I ALTD"Tt LEG 4,.O* (I J­ I I � - - " ! I . . ­ LOCATION WAM .Mx== , , I I . � �1� ADDOUACY OF EXISTING WOOD I I �� 1. , I . . KAM TO BE CENTIFIED BY .. , , : 1, . .� REGISTERED ENGINEER 00 Aq - C6 ­ . �. , 1, * i�: ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0 01451ALIATION. I p , I ; I . -, ji , - . � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP, I ,, ­ � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD I . 1__ __� ' L _�_ - . 'S' " , , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =. I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz 1 4 1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .---- I (D - I - I "' I REOUNKED , , - I - 7 sC:;10= �, I - A /,...mow I 1w .0 - � EXIST G I 8, ,I I I I I I . I ; 0 : Wool) ANCHORS I I 1 6 1/4- ac 11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� � I � gem I 1) I . i I C .1, i Z, � ,t 1,CPAKr1;N TO I � . I" . 1 GLA.n 11 , I : - L - - - '� I ST ,�$ NUE I rpl. j I --- ­ I ON SHEET 3) A 0-E-A � Imin wLPRMAIIOM TO GLASS. 11.1 MAE I ,,A - " , - � I ==11_1I It" MAX I 11'r PANEL I . E�-o anvil , 1 46 , J WN (SET SCHEDULE I I - - , PARM amm" � =m airy-41 ON SHEET 3) 1 (SEE SCHEDULE , I --- �� �� I I I =W%i I - i I I - I - ON SHEET 3) 1 " I I I I I I - � I AV -- - - - I 1. I I - , ­ __ - - .- .L� . .- " It (11) I , - f 01 , J.";L . , I 1 50111; 11 , I _� fo, OF ILI I I I ­­j N I : I � _ I (4 i , ! i - i I I 0 12 112- OC. : To , -- - - ,� � - I I , . - 1/2 -0 FINISH, !_ - , q " I .: i 0 I e*-. ;�, * 0 C ALLOWED I I 1, I E I 0 . .- I ..- I , �L� � 9 __ - I � . L I . I - WOOD PLAIT- , - ­ DECK REGIMtM QUIRED � ANCHORS � : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I WOOD ANCHORS I r.00S.K.L. On HEDUUE 014 �, . I . . � Swr I 1) - - . - W. 1) - . - ::: __ - , . . , - I RE I , � ,� I __ -1 I ___ .2. min, - - :.I � ., . . � . CEmamim RuNlING BU�� NQ TE Tift 'GW smz 3AIIII, 1041"Ift, ,.INK SCALE 3/8-1 - 1, ..�:.Tz '� . - NOI .1--X. %�C-Eft�-�.:,�,? : 57 * . . . NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l , . NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I - 2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i *MAI LATION . ,,, ..: , I- I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am I-— DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am I 01.1 i *1uF ,�t pmg. ,, m DRAL FL 1430, I I - - PWOK "-)M-7*W I'AL 'Dow)w-am 20-175 .... . . - DAMON@, . 04. UNUSpoitualumt o�-cowto me ........ - - wnp & Mo Jr.. III -, I I C10" Ad. A 4-197 . 1 1 __1 I of m - I .4--o a) a) = — 0 -a >0 e-- n d2 2 ­0 -0 C Cu -0 a- - .a-,.-, m w 0 — Cn =_ CD -0 0 -0 -0 C 2 -2 -= a) 0 ca. C -2 3: m C.0 u- m > . 0- J=_ w ,.0_ Cu ca. CIO .4--a " f-% C rn Re' I- t . - - I .P- -0 �� 0) ,;bA So, �_ 711 ,;�O� . 0r 0 00 / , .0; -0- . - ,; , - Mft '. .!;�__ !I- 1i � a .;:z ., % -* -?, s 01 I .1 90 �7 s "* - * a, -O,w ,!� , Ir ;� " ,:, " 6) I ,a V-1 ,:rl i* CC- 0. - IS e �.'. -5 -7 , 0, �a , w =I W " (1) (1) C: Cu 0 0 " " =3 LLJ m < z z < _j CL -6--oll (1) (1) = U) Cu > 0 L_ CD_ CL < -6-0 0 =3 _0 0 1_ CL (1) C/) Cu m SHEET NO. SH 1.3 _____n' ______ INSTALLATION DETAILS FO PANEL I I ­ N . INTO WOOD STRUC , - *1 . ­ _,­�-( - .1 ­ - . - --- - -_ I 1. I � ! 11 , . I . I II — � I ­ - � SCPARIKYQN I " - . �11 WOOD ANCHORS I . . -1�� . . � Is To GLASS. ­ I ( P I I�L _?SICE SCHEDULE ON I . I � -,: a scHrouLE f , 1111a� - 1, . ,,; . I,: 30 t/4*_w, I ON ; V. - I � i SHEET I 1) I : 6 HLAD amn SHEET 3) , i IS 'w I L I . . * 4,/v Im - m ­11� � - -, k � ,/ _--ij, 1. �­_____ ___ �; , � I . -, _77_� _� --- =n-C �, 4, I , li " . I " � ­ - LL I 11 V m­ CA, 1. 1 � " 1 _T I I ,, � - I ER I , . , , : � � . I I - - � t PANEL LENGTH wow R" . �, " : C2) wow ANCHORS - I =111� �_ I (liff SCHEDULE REQUI ED I'll w - . .- . I I I I . 11, I (SEE SCHEDULE ON � 1� � I I I I _'YA_=­­ �� �� ... L�, , L . 1/,. swrr 11) I , V I . 11�= at L I __ '.. ON , . : I. ,a MAX. , , Q - 0 - t i � 7 r-,Wj ji -1 _ I .. ,&,e . mgp� - I I 1/2' SPACER. '. LL -1 I I � - Cl) OF Ir I I I ­ MAX. r .. I L r � 6 *000 HEADER _ , - � I i I REQUIRED I I ED' ,. i: - 1 �, : I L . L I 11 . . �, " _ _ " .r ....... � I ! I . , . I _ - �,�7 1 � �: 11 .. . : 1 10 ED I z , : I I - I , I - : .6 I � . , , , , . , ., , � - A- - I I I � 1 � . . � I � 0 I' -. LONG AL- SPACERS, 0 12 I/?- ! 0 C (SEE TABLE #I ON IMECT I 1.) I kb,. 1 'Cl I .'I L rf NOTE - WGIN I'M LIMITATIONS FOR I 5 1. I ,� � '' , I - LONG SLEENTS EPAMIM I 'L* MAX, 11 PAMEL MAX � 1 1/2 I_ (SET 5CHEDI LOM 10 GLASS I PANEL aN4N I (SEE SCHEOLAT L ' � 11 ON .SHEET 3) : ,� (SEE SCHEDULE I . I I ' - PAWL MATE tENIALF ID OR PANEL MATE I I . ON %III 3) 9 , ON SHEET 3) � _,:� I I PLUS (SEE SCHEDULC ON SHEET I 1) . I � I & IN wo .1 , . I I , V I . I w.. ! .- i I r wnxma I SEPARATION I To : EXISTING ,I " - L I WWPM OAR r-n EXISTING ,= 2'X4* WOW I ___1 . I—) PLATT RECRAIRED GLASS I I I GLASS [IsEr I -.0 I I � I I ON ImEr 3) -, DIRECT mom W/ SPACER 6 [7 ' 'AL I * ; I I- I : L L 174 SCALE 3/8.$- 1 i ( D, ­-�] - D.C. III - SEE TA81E I 1 5ox 1 L F, " 11 6 12 1/2 AX JI. ON SHEET I I FOR MAX, PANEL LENGTHS & I I Or IL I ­ - "f I DESIGN L04S FOR THIS INSTALLATION. I F.- 1 C4 MAX. ED I I .. I - r 7 . I I , - Koc�� � , I I I , " 0 12 1/2' 0 C ! -6 1 . __j - 4 1 �L, -_ ' I , . � I � I --'--'-- ­­ - ­ ------- ---. -_ --- � TO , - �, 11 I i I . ; �. . - .am" !4 _- I I ..� 1: wow ANCHORS ** mm I � - . . .1 - f L 1 , , I STAGGERED W/ STUD I I I , , I . I i ; (SEE SCHEDULE ON SINCER 2A W RE I Ilr UING r - ­­­­ _­ - --­ 1_! . I I . . � ;, � L SHCr1 I 1) (1) PKL%Lam Is I*= To A Ow sm" &*Am= wm "17-0 . I m mm" ION ART 2*.4 - WOOD . I � . I : _(4) *1111m. � 1'. . NEW. Am =XY =11row *"311). 1 REOU1110 ­ � - , I :1 , _ mukm MEW" . PLATE � 1:j WOOD ANCHORS " MR. samownum To QLAss mism"D I i ; , , ','� . .4" *Mo I . I STAGGERED A/ STU - As I � ,E) =Im.4-=.: I mN­.,TE.,�7,-.. Go I I I (SEE am SHEET a Not WE mxm To 1/6 , " � : SCHIEbutr (Mo LONG AS RIE :TRUNWNG conalloot ABC I ­ _ ' L. - - - 1. PLATT REQUIRED . I SHEET 11) compLa oft I Clift 4 A fAUMNMM FROM It %1r " WAI" MIXING) 04 I L I I (t) NOR" ASO CUM 19 I i PM 61 L PA*M 6 -ft -44 � �t � ! (3) wx at *m on" uDow Is Lam IQ 011* AT I 1. J­ I ANY "" _L L I . (1) wjmw sTow vNift LENGTH 4 WALL MOU PE51 MOUNT I ="" ion" &Lam OR i w smw Ill, I AILTEARMAT41 2W (4) I I/r LONG W*= MPOMM &A MOLL K AS S*D= ON I go I (s) snow PANEL. mwumm a I SCALE 3/0-1- i TRw4==w I � " wo Aw carm wow mom WILL. 1. 2 g um whomm &A n ONLY ALM&TWIVE 1w I IAW 3 As oulmm or MON i i I c-ism so-w" Am THE 2= CTW, gm"I or THE now WALE 3/8-1- ; (4) You* asur ran olis 1 eLkwo cow i� . I A, 3 PIM AM C i i , "mom I A. --­­_'_­­­ -.-- ­ ---'-'-'L ... � ___J ...... ....... ..... . .. ..� ou %. FLORIDA BUILDING CODE (Mon High ftloclty Hur cons Zone) NQM_Fog COMBINATION OF SECTION ; I INSTALLATION ARE ONLY VALID FOR MAX. ASO. * .1 No. 44167 ". I wm r4nm ". 24 WM GALVAHM STEEL STORM PANEL r . DESIGN PRESSURE RATING (p.t.f) AND PANEL LENGTHS : TOP & BOTTOM MOUMTiNOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z ; 111, . � In, . , * - " 1' . DATE COMBINED IN ANY WAY To suly ANY ALTERNATE 2W') ,% STATE O'!E) �j 11LIECOmIc. GLOUL PROTEMON PRODUCTS. Ur- "'"'"" INSIALLATION. X� ORIDI-.'" - — OFART .m So. s, snw ­ w I - am. rL m. dosw -A - .. J 1 2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD "A.H.140 - .11 � M4)M-7M. fW (vm)ok-am 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC N � it .AJ - .wj:,�r IM.1 "N000 Too I DENSITY OF 0.55 OR EOUAL. I I 1 No "'Al PM _ WA"$g No, .wwwwwaumEmAlt !, .. . . I --- ______ . .�Z- TRI . ""', - I i . I I � 4 OF 11 I I I ­_­ --- ­_ ---------.- GENERAL NOTES fc) 19.1XISDII12-024--mn, Sf%IXK- wkw0_fi_�_Q.%1jwj ���II�� A.jt�Mlj-m DMIN'ElINT CP ED.) KOS SEEM VERWIED FOR COMPLIANCE ft ACCORDANCE 1/4"O TAPICOM ANCHORS, AS MAWAClURFD BY I I W SUMOEX. INC WITH NIE 2020 (7th EDITION) Of THE FLORIDA SUILDINK. COVE, THIS STORM PANID. 94ALI NOT RE INSTALLED At HIGH - 114-10 PAMICIMATE FTMALE 0 AND PAMELMATE PLUS ANICHOIRS . AS MANUFACTURED BY CLOG CONSTRUCTKIN POOOUCTS� VELOCITY HURRICANE ZONES DOSIGIN WIND ,�GAGS SNALI S�IAMI-DAIOIE / "MARV COUNTIES) - 1/4-0 LAC, Salm PER mm�s DIETERMINCO AS PER SECTION 1600 OF THE AWK MENTIONED CODE FOR A BA7AC WIND - 7/16'0 . 5/8* WOOD PUSHING. AS DISTRIBUTED BY ,ILL POINT SCREW. 0I & SPECIALTY CO SPEED AS RCQUIRED By THE "ISIDICTICIN WHERE STORM PANEL WILL BE 14PALal). AM FOR A D11MVIONAXY FACTOR KD-Oft USING ASU 1-16 AND SHALL NO OCEED THE MAXIMUM �kSD) DESIGN PRESSURE PA71NOS INDICATED ON SHE m, C 1) MINIMUM T"READIED PENETRATION INTO WOOD OF IAPCOM ANCHORS SHAU. BE I 1/2' AND 2' Volt Ft CO PAWLMATE PLUS 3. 9 THIRD 12 4, 17, I$ AND FAMMANNUIC FEMALE IO in ORDER to VERITY THE ABOVE CONDITION, ULTIMATE DEVGM WHO LOADS DEIEFUNTO PER AWE 7-16 SHALL BE FIRST REDUCED to A.S D 01-VGN PRESSURE RATING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MO (A.S D) C2) MINIMUM NRFADCD PCWTVATION Or L4C SCREW, INTO THE WOW FRAME UNIT SHALL. BE I 1/2' NO THREADED DES" PRCSSURC WINDS INDICATED ON SHEETS 3, 0 NRU 12 & 17. 1111 PENCIINATION INTO STUCCO SHALL K CONSIDERED AS PART OF INC REQUIRED THREADED PCWIflAnON IN ON" TO VERIFY THAT ANCHORS ON THIS P.LD AS TESTED WERE NOT OVER *-IN SO, A 131 INCRICkSE #4 AUO*Alkfi STRESS FOR WIND LOADS WAS j= USED IN THEIR ANALYSIS FASTENM SPACING TO WOOD HAS BEEN OrTERMINFID IN C 3) UININUM EDGE DISTANCE OF LAC SCREIRS INTO *000 SHALL BE AS INDICATED N THIS DRAWING 4 M. ' SIORM PANEI'S ADEOUA`_1 104 IMPACT 00 WOO RESISTANCE HAS BEEN Y13brIED .4 ACCORDANCE VAN SECTION 160.1.2 OF C.4) M040LAM PENETRATION OF *Ono BUSHING SHALL BE 5/9' 1/4' 0-20 SCREWS USED SHAU K 1 1/2* LUNG MINIMUM INC . MENTIONED CCIOC AS PER AhIERICAM TEST LAS OF SOUN FLORIDA REPORTS, 00614 01 -01 AND #0212.02 -09� AS SHOULD SfX0 EXIST, AND I' SAMOAN! FOR WALLS VAIN NO STUCCO PER SSM 12-011 & ASTM C 3M-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLOR03A REPORT $1 1 2301-10 AS PER ___1 1AS-ZOI AND TAS-2W PPOTOCOLS. AM AS PER CALCULATIONS PERFORMICI. IN A"ORoXNNX W/ ST"am 1604 or THE C5) 04 CAW 41AT PRECAST STONE. 00 PRECAST CONCTWIT PANELS. STUCCO ON *ODD BOARDS K FOIAND ON THE EXISTIM0 r WALL� ANCHORS SHALL SIT LOW ENOUGH 70 REACH THE MAIN STRVCTURE BENNO SUCH PANCILS kop"OA 9L41.0m CoCC ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & CA) % 2� ALL ALUMUNUNI EXTRLISIONS 10 AL SOU-76 AUDY A04D TEMPER (UNLESS OTHERINISC MOTTO) SEE SITE 2 (0) ANCHORS SHALL ft INSTALLED rOLLO"MU ALL O� THE RECOMIALMIDAHONli AND SPECIFICATIONS OF INC ANCHOR'S MANOF&I'VITIR (1110, 3 AIL ALUMINUM SHEET METAL USED AT SLM, HIS 5Hki JWT 3IQ!),-Hi4 ALLOY 0 PAWLS MAY ALSO BE INSTALLED HOPOZONIAUV fOLtOWING )NSTALLATION DETAILS SHOWN ON SECTION I THROUGH IS (Sptcys 4 ew 00 4 ALI STEEL 5.EfT METAL PAWLS SHALL NANA SIRL)VURAL, QUALMY SICa. AWN A-653 GRACE 80 MORWM. 0-60 rALVANIZED TUROUGH 5) CYCEII TNAT WAOCR50 k(D SI%ALL NOT RE U50, . ,d SICIL 017SIGNAION W/FY- 922 Kai (AnFR ROLLED). V ft SHALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO YCRI INC SOUNDNESS or INC STRUCTURE YNIM SWnEp IS TO BE 5 ALL sMw% to RE STAINLESS STEEL j" op jtfi MSj srWEs OR CORROSION ItESISTANT, CoXiEt) CARBON STEEL AS PER INN ATrACHED TV WISURC PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK 09 wow mm A 5M;83W/ 50 "; YdELU STRENGTH MO " kv TENSILE STRENGTH AND SHALL COMPLY III/ FLORIDA PLACING Com SECTION BUILDINGS, �a 241 3.4 10 004 RECULAR STORM PANE� WIN LENOtHIS OVER W, As PER SECTIONS 1, 2. 4. 5. a AND ALTERNATIVES m So & 4W ON SHEETS 4. S. 6 Ar 7 RESPECTIVELY. SHALL HAVE A LEGat MO READILY VISIBLE MARKING INSTRUCTING OWI 04 TILIVINI TO II 90i.rS TO K ASTU A- 307 GALVANIZED STEEL Oft AISI 304 SERIES STAIMLES5 SlItti., VAN A III MINIMUM YCILD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT O~ FICANCOS, OF HURRICANE WARNING ? ANCHORS 10 WALL SHALL tif AS FOLLOWS 11 THE INSTALLATION CONTRACTOR I% to SEAL/CAULK ALI. SHUIILR COMPONENT EVAS WACIH REMAIN IN CONTINUOUS CONTACI WITH (A) M_ THE BUILDING TO PREVENT WIMID/PAN INTRUSION - i 1, NAWF klftD BY IJ W. BUILD17k INC (Min, 0­4127 11 2-0 12 STORM PAWL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY OUKUXMG AND ZONING RECULAIIONS 1/4' It . 7/0* CALK -IN ANCHORS, AS MANUFACTUMED By ISEVA0 INC PROVIDED BY T14E jLWSDmCiON WHEK PERMIT! IS APPLIED To - 1/4' A � 314' SOLID -Sr ANCHORS. AS DISTROUIT.1) BY Ail POINT SCIRM. BUT A SPECLkTV CO (MI. _3000 P'...) IN (a) THIS PRODUCT CYAUJARON DOCUMENT (PED) PREPARED In THIS ENGINCCIP IS GENERIC AMC DOES NOT FIRCIVITAL INFORMATION - 114-10 PAMEtMA7r FEMALE 0 e, PANEUMATIE PLUS ANCHORS, AS MANUFACTURED 8V EICO CONSIMICIM PROCIUM FOR A SITE SPECIFIC PRIGUEDT. , o WHERE THE SITE CONWICMS DEVIATE FROM THE P ED 1 - ,/4"* 1AMAr MAXIM ANCHORS, AS MANUFACTURED BY DIEWALT. -%C (III CONTRACTOR TO RE RIESPONSIBILE " THE SELECTION. PURCHASA AND INSTALLATION INCLUDING LIFE SATIETY Of THIS PRODUCT A 1) MINIMUM EMPIEUMENt OF UPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4o. 2* FOR FLCO PANELMAtE AND BAMD ON THIS PID PROVIDED HV/SML DOES NOT DEVIATT FROM THE CONEIVIONS DETAILED ON THIS, DUCUMINIT 1 3/4' FOR ZAVAC NAIUN ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S FIESPONSSUP k2) CALK-44 & SOUI ANCHOWL SNAIL IN LMC1EDCfD 1/6' INTO THE POUNILD CONKRIETE NO CUBED" IWTO (0 THIS PRODUCT EVALUATION OCCUXENT WILL K COkS*EM gWAuO if moprim ITUCCO, SHAU. BE PEFLOT?tu 1/4* 0-20 $CREWS USED SHALL RE 1 1/2* LONG Wmmtjw SHOULD STQCCO tw� (dI SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A RDRIOA REGISTERED ENGINEER OR ARICHIF11171 *Nick WILL. ercomf tw, ( MO I' WNMWM FOR WALLS WIN NO STUCCO, AND MAY BE KE40ED SCREWS UK ALI THREADED SCRCW5 W/n WAD. ENGINEER OF RECORD CC O.N) FOR THE P%�ECT AMC WHO WILL ft RESPONSIBLE FOR INC BUT WITH WIND NUTS PROPO4 USE OF THE P E 0 ENIGINEIR Of. ECORD. ACTING AS A IXLMVED ENGINEER TO THE PC D ENGIIIIIIER, SHAJ.L SUBMIT 10 THIS LATTER THE SIR SPECIFIC DRAWINGS FOR KEY". A-1) IN CASIE NAT PRECAST STORE. PRtCAS1 CONCRETE PANELS. PAVERS. StUCCO OR WOOD BOARDS BE FOUND ON THE EXISTWIC WALL OR FLOOR. AWHOn SHN A BE LONG DOUC,41 TO REACH NL MAN STRUCTURE BEHIND SUCH PANELS (.) THIS P.C.0 SHALL KAN THE DAIL AND ONIGINAL SEAL AND SIGNAIURE IV THE PROFESSIONA4 AW-HORAM SHALL BE AS UENTIONED in A 1) AND IN A 2). ENGINEER OF RECORD THAT PREPARED Ft (0) TQ_L1=K.LQN1CRM &DGK.W.%.L ASrW_C_-A 1. SkLm MANUFACTUMER'S LABEL SHALL BE LOCATIEZ ON A REMALY VISIBUE LOCATION AT STORM . 1/4- 0 TAIPCON ANCHORS AS MAMUIFACIVREO BY I I W RUNIDEX. thlt PAWL SHUITIER in ACCORDAMCC WITH SECTION 170992 OF FLORIDA BUILDM CODE ONE LABEL - 1/4" & . 7/8* CALK -IN ANCHOR%. A' MANUFACTURED BY DENALI, W S94LL BE PLACED rOR EYERY OPENING LABOLINO To COMPLT WIN SECTION 1709OL3 OF THE - ;/4 . 0 X 3/4' SOUG-SET ANCHORS, A$ DISTRIBUTED BY ALL POINI SCREW. 9OLI A SPECIALTY CO FLORIDA BUILDING CODE - 14. 10 PAWtMATE FEMALE to AND PAMELMATr ftUS ANCHORS, AS MANUFACTURED I" ELCO CON91RUCTION P IRUO - - 1/4' 0 7AMAC NAJUN ANCHORS. AS VANU1AC;1JRED BY DENALI. INC " P IN5M, �. - W/11� `,�` � 11 . , 0 I) MINIMUM EMOLUMENT OF 1APCO" ANCHM. FICCI PANCIAIAtICS AND ZAMAC NNON ANCHOR. INTO HNI, ocmsN BLOCK UNIT SHALL at I i/4' I .1. �" FLORIDA BUILD114G CODE (Mw Nigh Volocltyy Hu cone Zono)f : *. oWNO %F= w Cl� ; 40 �61 . 0.2) CAUl-,N At SOLO -Sr ANCHORS SKMi K CM5EDDFD 7/6* INTO THE CONCACTE OLOCA UNIT NO 'Em %,44 7 � . 1 24 GAGE GALVAMO STEEL STORM PANEL NWWH ft SIUCCO SHNA 13E PERMITTED 1/4' 0­20 SCRM USED SHALi. BE 1 1/2' LONG MINIMUM S�WUD T rxjsl� * - - 'fP A - `711LIECO.mir \ — -_ - W/-/� AND I' MINIMUM FOR WALLS WIN NO STUCCO %. STATRI . . I / I GLOUL PROTECTION PRODUCTS. U.C. OUP i, *:I'*,. 1`1 . . . - - B.,N) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR *000 99I K F . - ORI ` - ",�" a tImpompioa .m .. I V.w DrISTINC. WALL ANCHORS SHALL BE LONG FNOUGM TO REACH INIE MAIN STRUCIVRF BEHIND !VAMJCk , . .. . I.P.1.2 - - TWWL I MI.O.,)", 20-175 �� - � OWN. qeft_� 'a ANCHORACIE SKNU. BE AS WENCIONED th 8 1) AND N 8.2) f16�i ..." C,­oXWI1 IS 1 31n,ft ONNOM . - 1 - 1L.. 1 - '404011 -X aft/wowaxvwl OWIP Az .I. It , I " ­, P" 14tt I IN Is ____ _____,__._ FLINCA Lit A IF � I I I , i "I I . INSTALLATION DETAILS FOR REGULAR PANE INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES POURED CONCRETE - CONCRETE . I MRIFTE IlLm 97 0=10MOCK - Reou"m , RNTLIMED V, I . - ! ; A CONCRETE ANCHORS V, It- , , I CONCRETE ANCHORS ., , - , I . I " � - _� 1", 1,� I (SEE SC44EOLU ON , (SEE SCHEDULE ON " SHEETS 9 THROWN 10) " , C21 SHEETS 9 THROUGH I., , EXISTING POURED ­ 20 CONCRETE OR I- - � I " I . ! - ­-.1 �� j CONCRETE: BLOCK , - � 1/1. REQUIRED. 03 ___; ..r Q6 ; 1/0 1 ,I/4' . �, �'?'i,�� I". . - I- - - - ____ �,�, MAX -1 CONCRETE ANCHORS ­. I I .,.�',.; - " � E_ t ,��,' ,C�. �'_` , i � ==' To . 0 � ", I I , I I I . . � ,.g­w I , �._ I "..; I I �1. "., , . :. �;_�,��-,,�,,,� , " I . I � e': , _ , �, .1�1.11' � .,� '. �, I ".. I 1) R .."1111 ��, ,� I�1� C -01 V E , �, �, i A - _ 10, ; i , /�- T . - I IV,* - SA". - . .111�11'1 I � . 1. ,^--soil ".. . I -� "� ,�Wi, a , I I � a , 11 I �11�', I ; - ii,P Y' - - I s,16i . �c � I SEPARATION ' 0 11 SEPARATION I � on , NP PMU " I � L � " i 1. __ TO CLAIM I (141 FOR NNIL TO CLAM. union am r4n I I I I umm am r-41 ,:" .� - !�i,r!�, �,, I A ; ;�� -,,�!,�.g,�, I EXI (!Wx scirmt V wo, (SET SCHLEDOU " � , 1 ..... "I'll. =--i ON %MEET 3) 1 I PANEL LENGTH "I ON SWITT 3) i I . I I , -OLnr Mo, SEPARATION m m. I I (SEE SENT IT I 'L" ma. 'I i PANEL LENGTH I I ON SHEET 3) a I PANEL LEMON -4 0 CLASS I . I (SEE SCHIOULC (SEC SCHEDULE : (SEC SCHEDULE -- � I ON SHEET 3) t.1-1 77' - I ON SHEET 3) (SEE ...=. , 'I 10�1 I I .A I SHEETS I THROW" 1p� I - cl) we ,C � I , � ObOx . : �j EX i �� F *L I I 1�, "'�,T I =4 ='- , ,Y�;%�.,, ­,_, ��,� I �� 11, .1 " 1 4. 1 km I 60% I , i T� . ��',,,'� 11, I or 'r . I I I'll , ", 1,� """ �_ � , ,." :: �� ,."," ., ., ,:,�� � - cu E.O. I , �,,­ I I I ; v � ,,�.'� . � "? MAK, -, � , I . i W. ;:�11 I � I 4� .". I ­R,.��,, . .� - . , . " .111,; C � �m�ll �,, I I .� ", I .1 ' "I ; D L I I -I I I I E. )� ,: .�, , il, , ED. �,, �,�, I . .1 �, I � .,�, . ;�. ". �) I I& I --I-.j - .<,:�, I . . I " �,, I : I 1. � ". ,�:111, - 7 ,."", ,. . , ""? EXISTING POURED - 11 I Oc ,L; , ; APPUCAGU) ., , - Ir �� � CONCREFF Opt " -11 101" Col"GRETIC ANCHORS , , I 41.11 NO, .Vmm .w CONCRETE &am I ; .- '-S&"./mXF I - ,�,e�.,` _ I ��, 1, ' REQUIRED. - 1 i . (SEE SCHDOW ON � ,. I '� @_ -40-4.1.- ',I' o'"OU M SMW CA 2 10) V I- � "' - --A I � , , " t j,� - I- wil - I 1 IT4 oz. �1. � rl I IIHEETS , WHEN ,,, ;," ., ` 11, - - . ALTERNATE .,�', �,,. �. 4 �, %, .4i. LEG LOCATION , , � �: " :611 _.N . COSTING POURED CONCRETE W ­. ARE USED a w/ WHI�4 ALTERNATE CONCRETE ' = T PAWLAMITS OFT CONCRETE BLOCK ­ -11 COnC= CONCRETE CONCRETE ANCHORS � ARE USED. REQUIRED, ANCHORS DICK REQUIRED. STAGGERIM W/ STUD (SuSCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH TO) SHEETS 9 THROUGH 10) sump -pia ,mpuwT,NG WA66 jQift WALL W)Uftj . . WNG I! SECTON4 MR%,; .J100ECT MOU SCALE 3/B. WALL 3/6-t- '0 ... tototlo"sfjto '. , ". �%�q " . . . . . - .. EN -. FLORIDA BUILDING CODE (Mon High Volealty Nu Icons Zone)l : . 0.44167 -` amoo xmc� oc, 24 CAGE QkVAWZEO STEEL STORII PANEL r.` . . 04-61 2 * . - --- -_ CO. - EDGE DISTANCE MM FOR N OF SLOM- I * .. * �_ : L 07/V/� 'I GLOW PROTECTION PRODUM 11C. mm (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE s _q�-. STATE og ,�-. - 7:� � ow &W. 5 THIRTY SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY S00".. 1,01110"...* awl.,L'Al. JNSTAUATJON. -, .­­:,` PHONS, DIN)INW-75011L fAt (06)60-gm 20-175 �'t .. � I -.I d.ww I- Owsm IN, I I, ',.;,',7,, 1-6-0 IV`--, i - - - WALTUI A. - I - i . I omw 4 ff m - I , 3 1 , E ,,,v i., it ­" F09 - 11 I I - I INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO ,, .- � �,­_ - . � , - . � I ALTD"Tt LEG 4,.O* (I J­ I I � - - " ! I . . ­ LOCATION WAM .Mx== , , I I . � �1� ADDOUACY OF EXISTING WOOD I I �� 1. , I . . KAM TO BE CENTIFIED BY .. , , : 1, . .� REGISTERED ENGINEER 00 Aq - C6 ­ . �. , 1, * i�: ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0 01451ALIATION. I p , I ; I . -, ji , - . � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP, I ,, ­ � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD I . 1__ __� ' L _�_ - . 'S' " , , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =. I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz 1 4 1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .---- I (D - I - I "' I REOUNKED , , - I - 7 sC:;10= �, I - A /,...mow I 1w .0 - � EXIST G I 8, ,I I I I I I . I ; 0 : Wool) ANCHORS I I 1 6 1/4- ac 11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� � I � gem I 1) I . i I C .1, i Z, � ,t 1,CPAKr1;N TO I � . I" . 1 GLA.n 11 , I : - L - - - '� I ST ,�$ NUE I rpl. j I --- ­ I ON SHEET 3) A 0-E-A � Imin wLPRMAIIOM TO GLASS. 11.1 MAE I ,,A - " , - � I ==11_1I It" MAX I 11'r PANEL I . E�-o anvil , 1 46 , J WN (SET SCHEDULE I I - - , PARM amm" � =m airy-41 ON SHEET 3) 1 (SEE SCHEDULE , I --- �� �� I I I =W%i I - i I I - I - ON SHEET 3) 1 " I I I I I I - � I AV -- - - - I 1. I I - , ­ __ - - .- .L� . .- " It (11) I , - f 01 , J.";L . , I 1 50111; 11 , I _� fo, OF ILI I I I ­­j N I : I � _ I (4 i , ! i - i I I 0 12 112- OC. : To , -- - - ,� � - I I , . - 1/2 -0 FINISH, !_ - , q " I .: i 0 I e*-. ;�, * 0 C ALLOWED I I 1, I E I 0 . .- I ..- I , �L� � 9 __ - I � . L I . I - WOOD PLAIT- , - ­ DECK REGIMtM QUIRED � ANCHORS � : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I WOOD ANCHORS I r.00S.K.L. On HEDUUE 014 �, . I . . � Swr I 1) - - . - W. 1) - . - ::: __ - , . . , - I RE I , � ,� I __ -1 I ___ .2. min, - - :.I � ., . . � . CEmamim RuNlING BU�� NQ TE Tift 'GW smz 3AIIII, 1041"Ift, ,.INK SCALE 3/8-1 - 1, ..�:.Tz '� . - NOI .1--X. %�C-Eft�-�.:,�,? : 57 * . . . NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l , . NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I - 2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i *MAI LATION . ,,, ..: , I- I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am I-— DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am I 01.1 i *1uF ,�t pmg. ,, m DRAL FL 1430, I I - - PWOK "-)M-7*W I'AL 'Dow)w-am 20-175 .... . . - DAMON@, . 04. UNUSpoitualumt o�-cowto me ........ - - wnp & Mo Jr.. III -, I I C10" Ad. A 4-197 . 1 1 __1 I of m - I .4--o a) a) = — 0 -a >0 e-- n d2 2 ­0 -0 C Cu -0 a- - .a-,.-, m w 0 — Cn =_ CD -0 0 -0 -0 C 2 -2 -= a) 0 ca. C -2 3: m C.0 u- m > . 0- J=_ w ,.0_ Cu ca. CIO .4--a " f-% C rn Re' I- t . - - I .P- -0 �� 0) ,;bA So, �_ 711 ,;�O� . 0r 0 00 / , .0; -0- . - ,; , - Mft '. .!;�__ !I- 1i � a .;:z ., % -* -?, s 01 I .1 90 �7 s "* - * a, -O,w ,!� , Ir ;� " ,:, " 6) I ,a V-1 ,:rl i* CC- 0. - IS e �.'. -5 -7 , 0, �a , w =I W " (1) (1) C: Cu 0 0 " " =3 LLJ m < z z < _j CL -6--oll (1) (1) = U) Cu > 0 L_ CD_ CL < -6-0 0 =3 _0 0 1_ CL (1) C/) Cu m SHEET NO. SH 1.3 ­_­ --- ­_ ---------.- GENERAL NOTES fc) 19.1XISDII12-024--mn, Sf%IXK- wkw0_fi_�_Q.%1jwj ���II�� A.jt�Mlj-m DMIN'ElINT CP ED.) KOS SEEM VERWIED FOR COMPLIANCE ft ACCORDANCE 1/4"O TAPICOM ANCHORS, AS MAWAClURFD BY I I W SUMOEX. INC WITH NIE 2020 (7th EDITION) Of THE FLORIDA SUILDINK. COVE, THIS STORM PANID. 94ALI NOT RE INSTALLED At HIGH - 114-10 PAMICIMATE FTMALE 0 AND PAMELMATE PLUS ANICHOIRS . AS MANUFACTURED BY CLOG CONSTRUCTKIN POOOUCTS� VELOCITY HURRICANE ZONES DOSIGIN WIND ,�GAGS SNALI S�IAMI-DAIOIE / "MARV COUNTIES) - 1/4-0 LAC, Salm PER mm�s DIETERMINCO AS PER SECTION 1600 OF THE AWK MENTIONED CODE FOR A BA7AC WIND - 7/16'0 . 5/8* WOOD PUSHING. AS DISTRIBUTED BY ,ILL POINT SCREW. 0I & SPECIALTY CO SPEED AS RCQUIRED By THE "ISIDICTICIN WHERE STORM PANEL WILL BE 14PALal). AM FOR A D11MVIONAXY FACTOR KD-Oft USING ASU 1-16 AND SHALL NO OCEED THE MAXIMUM �kSD) DESIGN PRESSURE PA71NOS INDICATED ON SHE m, C 1) MINIMUM T"READIED PENETRATION INTO WOOD OF IAPCOM ANCHORS SHAU. BE I 1/2' AND 2' Volt Ft CO PAWLMATE PLUS 3. 9 THIRD 12 4, 17, I$ AND FAMMANNUIC FEMALE IO in ORDER to VERITY THE ABOVE CONDITION, ULTIMATE DEVGM WHO LOADS DEIEFUNTO PER AWE 7-16 SHALL BE FIRST REDUCED to A.S D 01-VGN PRESSURE RATING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MO (A.S D) C2) MINIMUM NRFADCD PCWTVATION Or L4C SCREW, INTO THE WOW FRAME UNIT SHALL. BE I 1/2' NO THREADED DES" PRCSSURC WINDS INDICATED ON SHEETS 3, 0 NRU 12 & 17. 1111 PENCIINATION INTO STUCCO SHALL K CONSIDERED AS PART OF INC REQUIRED THREADED PCWIflAnON IN ON" TO VERIFY THAT ANCHORS ON THIS P.LD AS TESTED WERE NOT OVER *-IN SO, A 131 INCRICkSE #4 AUO*Alkfi STRESS FOR WIND LOADS WAS j= USED IN THEIR ANALYSIS FASTENM SPACING TO WOOD HAS BEEN OrTERMINFID IN C 3) UININUM EDGE DISTANCE OF LAC SCREIRS INTO *000 SHALL BE AS INDICATED N THIS DRAWING 4 M. ' SIORM PANEI'S ADEOUA`_1 104 IMPACT 00 WOO RESISTANCE HAS BEEN Y13brIED .4 ACCORDANCE VAN SECTION 160.1.2 OF C.4) M040LAM PENETRATION OF *Ono BUSHING SHALL BE 5/9' 1/4' 0-20 SCREWS USED SHAU K 1 1/2* LUNG MINIMUM INC . MENTIONED CCIOC AS PER AhIERICAM TEST LAS OF SOUN FLORIDA REPORTS, 00614 01 -01 AND #0212.02 -09� AS SHOULD SfX0 EXIST, AND I' SAMOAN! FOR WALLS VAIN NO STUCCO PER SSM 12-011 & ASTM C 3M-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLOR03A REPORT $1 1 2301-10 AS PER ___1 1AS-ZOI AND TAS-2W PPOTOCOLS. AM AS PER CALCULATIONS PERFORMICI. IN A"ORoXNNX W/ ST"am 1604 or THE C5) 04 CAW 41AT PRECAST STONE. 00 PRECAST CONCTWIT PANELS. STUCCO ON *ODD BOARDS K FOIAND ON THE EXISTIM0 r WALL� ANCHORS SHALL SIT LOW ENOUGH 70 REACH THE MAIN STRVCTURE BENNO SUCH PANCILS kop"OA 9L41.0m CoCC ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & CA) % 2� ALL ALUMUNUNI EXTRLISIONS 10 AL SOU-76 AUDY A04D TEMPER (UNLESS OTHERINISC MOTTO) SEE SITE 2 (0) ANCHORS SHALL ft INSTALLED rOLLO"MU ALL O� THE RECOMIALMIDAHONli AND SPECIFICATIONS OF INC ANCHOR'S MANOF&I'VITIR (1110, 3 AIL ALUMINUM SHEET METAL USED AT SLM, HIS 5Hki JWT 3IQ!),-Hi4 ALLOY 0 PAWLS MAY ALSO BE INSTALLED HOPOZONIAUV fOLtOWING )NSTALLATION DETAILS SHOWN ON SECTION I THROUGH IS (Sptcys 4 ew 00 4 ALI STEEL 5.EfT METAL PAWLS SHALL NANA SIRL)VURAL, QUALMY SICa. AWN A-653 GRACE 80 MORWM. 0-60 rALVANIZED TUROUGH 5) CYCEII TNAT WAOCR50 k(D SI%ALL NOT RE U50, . ,d SICIL 017SIGNAION W/FY- 922 Kai (AnFR ROLLED). V ft SHALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO YCRI INC SOUNDNESS or INC STRUCTURE YNIM SWnEp IS TO BE 5 ALL sMw% to RE STAINLESS STEEL j" op jtfi MSj srWEs OR CORROSION ItESISTANT, CoXiEt) CARBON STEEL AS PER INN ATrACHED TV WISURC PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK 09 wow mm A 5M;83W/ 50 "; YdELU STRENGTH MO " kv TENSILE STRENGTH AND SHALL COMPLY III/ FLORIDA PLACING Com SECTION BUILDINGS, �a 241 3.4 10 004 RECULAR STORM PANE� WIN LENOtHIS OVER W, As PER SECTIONS 1, 2. 4. 5. a AND ALTERNATIVES m So & 4W ON SHEETS 4. S. 6 Ar 7 RESPECTIVELY. SHALL HAVE A LEGat MO READILY VISIBLE MARKING INSTRUCTING OWI 04 TILIVINI TO II 90i.rS TO K ASTU A- 307 GALVANIZED STEEL Oft AISI 304 SERIES STAIMLES5 SlItti., VAN A III MINIMUM YCILD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT O~ FICANCOS, OF HURRICANE WARNING ? ANCHORS 10 WALL SHALL tif AS FOLLOWS 11 THE INSTALLATION CONTRACTOR I% to SEAL/CAULK ALI. SHUIILR COMPONENT EVAS WACIH REMAIN IN CONTINUOUS CONTACI WITH (A) M_ THE BUILDING TO PREVENT WIMID/PAN INTRUSION - i 1, NAWF klftD BY IJ W. BUILD17k INC (Min, 0­4127 11 2-0 12 STORM PAWL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY OUKUXMG AND ZONING RECULAIIONS 1/4' It . 7/0* CALK -IN ANCHORS, AS MANUFACTUMED By ISEVA0 INC PROVIDED BY T14E jLWSDmCiON WHEK PERMIT! IS APPLIED To - 1/4' A � 314' SOLID -Sr ANCHORS. AS DISTROUIT.1) BY Ail POINT SCIRM. BUT A SPECLkTV CO (MI. _3000 P'...) IN (a) THIS PRODUCT CYAUJARON DOCUMENT (PED) PREPARED In THIS ENGINCCIP IS GENERIC AMC DOES NOT FIRCIVITAL INFORMATION - 114-10 PAMEtMA7r FEMALE 0 e, PANEUMATIE PLUS ANCHORS, AS MANUFACTURED 8V EICO CONSIMICIM PROCIUM FOR A SITE SPECIFIC PRIGUEDT. , o WHERE THE SITE CONWICMS DEVIATE FROM THE P ED 1 - ,/4"* 1AMAr MAXIM ANCHORS, AS MANUFACTURED BY DIEWALT. -%C (III CONTRACTOR TO RE RIESPONSIBILE " THE SELECTION. PURCHASA AND INSTALLATION INCLUDING LIFE SATIETY Of THIS PRODUCT A 1) MINIMUM EMPIEUMENt OF UPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4o. 2* FOR FLCO PANELMAtE AND BAMD ON THIS PID PROVIDED HV/SML DOES NOT DEVIATT FROM THE CONEIVIONS DETAILED ON THIS, DUCUMINIT 1 3/4' FOR ZAVAC NAIUN ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S FIESPONSSUP k2) CALK-44 & SOUI ANCHOWL SNAIL IN LMC1EDCfD 1/6' INTO THE POUNILD CONKRIETE NO CUBED" IWTO (0 THIS PRODUCT EVALUATION OCCUXENT WILL K COkS*EM gWAuO if moprim ITUCCO, SHAU. BE PEFLOT?tu 1/4* 0-20 $CREWS USED SHALL RE 1 1/2* LONG Wmmtjw SHOULD STQCCO tw� (dI SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A RDRIOA REGISTERED ENGINEER OR ARICHIF11171 *Nick WILL. ercomf tw, ( MO I' WNMWM FOR WALLS WIN NO STUCCO, AND MAY BE KE40ED SCREWS UK ALI THREADED SCRCW5 W/n WAD. ENGINEER OF RECORD CC O.N) FOR THE P%�ECT AMC WHO WILL ft RESPONSIBLE FOR INC BUT WITH WIND NUTS PROPO4 USE OF THE P E 0 ENIGINEIR Of. ECORD. ACTING AS A IXLMVED ENGINEER TO THE PC D ENGIIIIIIER, SHAJ.L SUBMIT 10 THIS LATTER THE SIR SPECIFIC DRAWINGS FOR KEY". A-1) IN CASIE NAT PRECAST STORE. PRtCAS1 CONCRETE PANELS. PAVERS. StUCCO OR WOOD BOARDS BE FOUND ON THE EXISTWIC WALL OR FLOOR. AWHOn SHN A BE LONG DOUC,41 TO REACH NL MAN STRUCTURE BEHIND SUCH PANELS (.) THIS P.C.0 SHALL KAN THE DAIL AND ONIGINAL SEAL AND SIGNAIURE IV THE PROFESSIONA4 AW-HORAM SHALL BE AS UENTIONED in A 1) AND IN A 2). ENGINEER OF RECORD THAT PREPARED Ft (0) TQ_L1=K.LQN1CRM &DGK.W.%.L ASrW_C_-A 1. SkLm MANUFACTUMER'S LABEL SHALL BE LOCATIEZ ON A REMALY VISIBUE LOCATION AT STORM . 1/4- 0 TAIPCON ANCHORS AS MAMUIFACIVREO BY I I W RUNIDEX. thlt PAWL SHUITIER in ACCORDAMCC WITH SECTION 170992 OF FLORIDA BUILDM CODE ONE LABEL - 1/4" & . 7/8* CALK -IN ANCHOR%. A' MANUFACTURED BY DENALI, W S94LL BE PLACED rOR EYERY OPENING LABOLINO To COMPLT WIN SECTION 1709OL3 OF THE - ;/4 . 0 X 3/4' SOUG-SET ANCHORS, A$ DISTRIBUTED BY ALL POINI SCREW. 9OLI A SPECIALTY CO FLORIDA BUILDING CODE - 14. 10 PAWtMATE FEMALE to AND PAMELMATr ftUS ANCHORS, AS MANUFACTURED I" ELCO CON91RUCTION P IRUO - - 1/4' 0 7AMAC NAJUN ANCHORS. AS VANU1AC;1JRED BY DENALI. INC " P IN5M, �. - W/11� `,�` � 11 . , 0 I) MINIMUM EMOLUMENT OF 1APCO" ANCHM. FICCI PANCIAIAtICS AND ZAMAC NNON ANCHOR. INTO HNI, ocmsN BLOCK UNIT SHALL at I i/4' I .1. �" FLORIDA BUILD114G CODE (Mw Nigh Volocltyy Hu cone Zono)f : *. oWNO %F= w Cl� ; 40 �61 . 0.2) CAUl-,N At SOLO -Sr ANCHORS SKMi K CM5EDDFD 7/6* INTO THE CONCACTE OLOCA UNIT NO 'Em %,44 7 � . 1 24 GAGE GALVAMO STEEL STORM PANEL NWWH ft SIUCCO SHNA 13E PERMITTED 1/4' 0­20 SCRM USED SHALi. BE 1 1/2' LONG MINIMUM S�WUD T rxjsl� * - - 'fP A - `711LIECO.mir \ — -_ - W/-/� AND I' MINIMUM FOR WALLS WIN NO STUCCO %. STATRI . . I / I GLOUL PROTECTION PRODUCTS. U.C. OUP i, *:I'*,. 1`1 . . . - - B.,N) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR *000 99I K F . - ORI ` - ",�" a tImpompioa .m .. I V.w DrISTINC. WALL ANCHORS SHALL BE LONG FNOUGM TO REACH INIE MAIN STRUCIVRF BEHIND !VAMJCk , . .. . I.P.1.2 - - TWWL I MI.O.,)", 20-175 �� - � OWN. qeft_� 'a ANCHORACIE SKNU. BE AS WENCIONED th 8 1) AND N 8.2) f16�i ..." C,­oXWI1 IS 1 31n,ft ONNOM . - 1 - 1L.. 1 - '404011 -X aft/wowaxvwl OWIP Az .I. It , I " ­, P" 14tt I IN Is ____ _____,__._ FLINCA Lit A IF � I I I , i "I I . INSTALLATION DETAILS FOR REGULAR PANE INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES POURED CONCRETE - CONCRETE . I MRIFTE IlLm 97 0=10MOCK - Reou"m , RNTLIMED V, I . - ! ; A CONCRETE ANCHORS V, It- , , I CONCRETE ANCHORS ., , - , I . I " � - _� 1", 1,� I (SEE SC44EOLU ON , (SEE SCHEDULE ON " SHEETS 9 THROWN 10) " , C21 SHEETS 9 THROUGH I., , EXISTING POURED ­ 20 CONCRETE OR I- - � I " I . ! - ­-.1 �� j CONCRETE: BLOCK , - � 1/1. REQUIRED. 03 ___; ..r Q6 ; 1/0 1 ,I/4' . �, �'?'i,�� I". . - I- - - - ____ �,�, MAX -1 CONCRETE ANCHORS ­. I I .,.�',.; - " � E_ t ,��,' ,C�. �'_` , i � ==' To . 0 � ", I I , I I I . . � ,.g­w I , �._ I "..; I I �1. "., , . :. �;_�,��-,,�,,,� , " I . I � e': , _ , �, .1�1.11' � .,� '. �, I ".. I 1) R .."1111 ��, ,� I�1� C -01 V E , �, �, i A - _ 10, ; i , /�- T . - I IV,* - SA". - . .111�11'1 I � . 1. ,^--soil ".. . I -� "� ,�Wi, a , I I � a , 11 I �11�', I ; - ii,P Y' - - I s,16i . �c � I SEPARATION ' 0 11 SEPARATION I � on , NP PMU " I � L � " i 1. __ TO CLAIM I (141 FOR NNIL TO CLAM. union am r4n I I I I umm am r-41 ,:" .� - !�i,r!�, �,, I A ; ;�� -,,�!,�.g,�, I EXI (!Wx scirmt V wo, (SET SCHLEDOU " � , 1 ..... "I'll. =--i ON %MEET 3) 1 I PANEL LENGTH "I ON SWITT 3) i I . I I , -OLnr Mo, SEPARATION m m. I I (SEE SENT IT I 'L" ma. 'I i PANEL LENGTH I I ON SHEET 3) a I PANEL LEMON -4 0 CLASS I . I (SEE SCHIOULC (SEC SCHEDULE : (SEC SCHEDULE -- � I ON SHEET 3) t.1-1 77' - I ON SHEET 3) (SEE ...=. , 'I 10�1 I I .A I SHEETS I THROW" 1p� I - cl) we ,C � I , � ObOx . : �j EX i �� F *L I I 1�, "'�,T I =4 ='- , ,Y�;%�.,, ­,_, ��,� I �� 11, .1 " 1 4. 1 km I 60% I , i T� . ��',,,'� 11, I or 'r . I I I'll , ", 1,� """ �_ � , ,." :: �� ,."," ., ., ,:,�� � - cu E.O. I , �,,­ I I I ; v � ,,�.'� . � "? MAK, -, � , I . i W. ;:�11 I � I 4� .". I ­R,.��,, . .� - . , . " .111,; C � �m�ll �,, I I .� ", I .1 ' "I ; D L I I -I I I I E. )� ,: .�, , il, , ED. �,, �,�, I . .1 �, I � .,�, . ;�. ". �) I I& I --I-.j - .<,:�, I . . I " �,, I : I 1. � ". ,�:111, - 7 ,."", ,. . , ""? EXISTING POURED - 11 I Oc ,L; , ; APPUCAGU) ., , - Ir �� � CONCREFF Opt " -11 101" Col"GRETIC ANCHORS , , I 41.11 NO, .Vmm .w CONCRETE &am I ; .- '-S&"./mXF I - ,�,e�.,` _ I ��, 1, ' REQUIRED. - 1 i . (SEE SCHDOW ON � ,. I '� @_ -40-4.1.- ',I' o'"OU M SMW CA 2 10) V I- � "' - --A I � , , " t j,� - I- wil - I 1 IT4 oz. �1. � rl I IIHEETS , WHEN ,,, ;," ., ` 11, - - . ALTERNATE .,�', �,,. �. 4 �, %, .4i. LEG LOCATION , , � �: " :611 _.N . COSTING POURED CONCRETE W ­. ARE USED a w/ WHI�4 ALTERNATE CONCRETE ' = T PAWLAMITS OFT CONCRETE BLOCK ­ -11 COnC= CONCRETE CONCRETE ANCHORS � ARE USED. REQUIRED, ANCHORS DICK REQUIRED. STAGGERIM W/ STUD (SuSCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH TO) SHEETS 9 THROUGH 10) sump -pia ,mpuwT,NG WA66 jQift WALL W)Uftj . . WNG I! SECTON4 MR%,; .J100ECT MOU SCALE 3/B. WALL 3/6-t- '0 ... tototlo"sfjto '. , ". �%�q " . . . . . - .. EN -. FLORIDA BUILDING CODE (Mon High Volealty Nu Icons Zone)l : . 0.44167 -` amoo xmc� oc, 24 CAGE QkVAWZEO STEEL STORII PANEL r.` . . 04-61 2 * . - --- -_ CO. - EDGE DISTANCE MM FOR N OF SLOM- I * .. * �_ : L 07/V/� 'I GLOW PROTECTION PRODUM 11C. mm (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE s _q�-. STATE og ,�-. - 7:� � ow &W. 5 THIRTY SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY S00".. 1,01110"...* awl.,L'Al. JNSTAUATJON. -, .­­:,` PHONS, DIN)INW-75011L fAt (06)60-gm 20-175 �'t .. � I -.I d.ww I- Owsm IN, I I, ',.;,',7,, 1-6-0 IV`--, i - - - WALTUI A. - I - i . I omw 4 ff m - I , 3 1 , E ,,,v i., it ­" F09 - 11 I I - I INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO ,, .- � �,­_ - . � , - . � I ALTD"Tt LEG 4,.O* (I J­ I I � - - " ! I . . ­ LOCATION WAM .Mx== , , I I . � �1� ADDOUACY OF EXISTING WOOD I I �� 1. , I . . KAM TO BE CENTIFIED BY .. , , : 1, . .� REGISTERED ENGINEER 00 Aq - C6 ­ . �. , 1, * i�: ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0 01451ALIATION. I p , I ; I . -, ji , - . � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP, I ,, ­ � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD I . 1__ __� ' L _�_ - . 'S' " , , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =. I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz 1 4 1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .---- I (D - I - I "' I REOUNKED , , - I - 7 sC:;10= �, I - A /,...mow I 1w .0 - � EXIST G I 8, ,I I I I I I . I ; 0 : Wool) ANCHORS I I 1 6 1/4- ac 11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� � I � gem I 1) I . i I C .1, i Z, � ,t 1,CPAKr1;N TO I � . I" . 1 GLA.n 11 , I : - L - - - '� I ST ,�$ NUE I rpl. j I --- ­ I ON SHEET 3) A 0-E-A � Imin wLPRMAIIOM TO GLASS. 11.1 MAE I ,,A - " , - � I ==11_1I It" MAX I 11'r PANEL I . E�-o anvil , 1 46 , J WN (SET SCHEDULE I I - - , PARM amm" � =m airy-41 ON SHEET 3) 1 (SEE SCHEDULE , I --- �� �� I I I =W%i I - i I I - I - ON SHEET 3) 1 " I I I I I I - � I AV -- - - - I 1. I I - , ­ __ - - .- .L� . .- " It (11) I , - f 01 , J.";L . , I 1 50111; 11 , I _� fo, OF ILI I I I ­­j N I : I � _ I (4 i , ! i - i I I 0 12 112- OC. : To , -- - - ,� � - I I , . - 1/2 -0 FINISH, !_ - , q " I .: i 0 I e*-. ;�, * 0 C ALLOWED I I 1, I E I 0 . .- I ..- I , �L� � 9 __ - I � . L I . I - WOOD PLAIT- , - ­ DECK REGIMtM QUIRED � ANCHORS � : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I WOOD ANCHORS I r.00S.K.L. On HEDUUE 014 �, . I . . � Swr I 1) - - . - W. 1) - . - ::: __ - , . . , - I RE I , � ,� I __ -1 I ___ .2. min, - - :.I � ., . . � . CEmamim RuNlING BU�� NQ TE Tift 'GW smz 3AIIII, 1041"Ift, ,.INK SCALE 3/8-1 - 1, ..�:.Tz '� . - NOI .1--X. %�C-Eft�-�.:,�,? : 57 * . . . NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l , . NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I - 2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i *MAI LATION . ,,, ..: , I- I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am I-— DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am I 01.1 i *1uF ,�t pmg. ,, m DRAL FL 1430, I I - - PWOK "-)M-7*W I'AL 'Dow)w-am 20-175 .... . . - DAMON@, . 04. UNUSpoitualumt o�-cowto me ........ - - wnp & Mo Jr.. III -, I I C10" Ad. A 4-197 . 1 1 __1 I of m - I .4--o a) a) = — 0 -a >0 e-- n d2 2 ­0 -0 C Cu -0 a- - .a-,.-, m w 0 — Cn =_ CD -0 0 -0 -0 C 2 -2 -= a) 0 ca. C -2 3: m C.0 u- m > . 0- J=_ w ,.0_ Cu ca. CIO .4--a " f-% C rn Re' I- t . - - I .P- -0 �� 0) ,;bA So, �_ 711 ,;�O� . 0r 0 00 / , .0; -0- . - ,; , - Mft '. .!;�__ !I- 1i � a .;:z ., % -* -?, s 01 I .1 90 �7 s "* - * a, -O,w ,!� , Ir ;� " ,:, " 6) I ,a V-1 ,:rl i* CC- 0. - IS e �.'. -5 -7 , 0, �a , w =I W " (1) (1) C: Cu 0 0 " " =3 LLJ m < z z < _j CL -6--oll (1) (1) = U) Cu > 0 L_ CD_ CL < -6-0 0 =3 _0 0 1_ CL (1) C/) Cu m SHEET NO. SH 1.3 INSTALLATION DETAILS FOR REGULAR PANE INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES POURED CONCRETE - CONCRETE . I MRIFTE IlLm 97 0=10MOCK - Reou"m , RNTLIMED V, I . - ! ; A CONCRETE ANCHORS V, It- , , I CONCRETE ANCHORS ., , - , I . I " � - _� 1", 1,� I (SEE SC44EOLU ON , (SEE SCHEDULE ON " SHEETS 9 THROWN 10) " , C21 SHEETS 9 THROUGH I., , EXISTING POURED ­ 20 CONCRETE OR I- - � I " I . ! - ­-.1 �� j CONCRETE: BLOCK , - � 1/1. REQUIRED. 03 ___; ..r Q6 ; 1/0 1 ,I/4' . �, �'?'i,�� I". . - I- - - - ____ �,�, MAX -1 CONCRETE ANCHORS ­. I I .,.�',.; - " � E_ t ,��,' ,C�. �'_` , i � ==' To . 0 � ", I I , I I I . . � ,.g­w I , �._ I "..; I I �1. "., , . :. �;_�,��-,,�,,,� , " I . I � e': , _ , �, .1�1.11' � .,� '. �, I ".. I 1) R .."1111 ��, ,� I�1� C -01 V E , �, �, i A - _ 10, ; i , /�- T . - I IV,* - SA". - . .111�11'1 I � . 1. ,^--soil ".. . I -� "� ,�Wi, a , I I � a , 11 I �11�', I ; - ii,P Y' - - I s,16i . �c � I SEPARATION ' 0 11 SEPARATION I � on , NP PMU " I � L � " i 1. __ TO CLAIM I (141 FOR NNIL TO CLAM. union am r4n I I I I umm am r-41 ,:" .� - !�i,r!�, �,, I A ; ;�� -,,�!,�.g,�, I EXI (!Wx scirmt V wo, (SET SCHLEDOU " � , 1 ..... "I'll. =--i ON %MEET 3) 1 I PANEL LENGTH "I ON SWITT 3) i I . I I , -OLnr Mo, SEPARATION m m. I I (SEE SENT IT I 'L" ma. 'I i PANEL LENGTH I I ON SHEET 3) a I PANEL LEMON -4 0 CLASS I . I (SEE SCHIOULC (SEC SCHEDULE : (SEC SCHEDULE -- � I ON SHEET 3) t.1-1 77' - I ON SHEET 3) (SEE ...=. , 'I 10�1 I I .A I SHEETS I THROW" 1p� I - cl) we ,C � I , � ObOx . : �j EX i �� F *L I I 1�, "'�,T I =4 ='- , ,Y�;%�.,, ­,_, ��,� I �� 11, .1 " 1 4. 1 km I 60% I , i T� . ��',,,'� 11, I or 'r . I I I'll , ", 1,� """ �_ � , ,." :: �� ,."," ., ., ,:,�� � - cu E.O. I , �,,­ I I I ; v � ,,�.'� . � "? MAK, -, � , I . i W. ;:�11 I � I 4� .". I ­R,.��,, . .� - . , . " .111,; C � �m�ll �,, I I .� ", I .1 ' "I ; D L I I -I I I I E. )� ,: .�, , il, , ED. �,, �,�, I . .1 �, I � .,�, . ;�. ". �) I I& I --I-.j - .<,:�, I . . I " �,, I : I 1. � ". ,�:111, - 7 ,."", ,. . , ""? EXISTING POURED - 11 I Oc ,L; , ; APPUCAGU) ., , - Ir �� � CONCREFF Opt " -11 101" Col"GRETIC ANCHORS , , I 41.11 NO, .Vmm .w CONCRETE &am I ; .- '-S&"./mXF I - ,�,e�.,` _ I ��, 1, ' REQUIRED. - 1 i . (SEE SCHDOW ON � ,. I '� @_ -40-4.1.- ',I' o'"OU M SMW CA 2 10) V I- � "' - --A I � , , " t j,� - I- wil - I 1 IT4 oz. �1. � rl I IIHEETS , WHEN ,,, ;," ., ` 11, - - . ALTERNATE .,�', �,,. �. 4 �, %, .4i. LEG LOCATION , , � �: " :611 _.N . COSTING POURED CONCRETE W ­. ARE USED a w/ WHI�4 ALTERNATE CONCRETE ' = T PAWLAMITS OFT CONCRETE BLOCK ­ -11 COnC= CONCRETE CONCRETE ANCHORS � ARE USED. REQUIRED, ANCHORS DICK REQUIRED. STAGGERIM W/ STUD (SuSCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH TO) SHEETS 9 THROUGH 10) sump -pia ,mpuwT,NG WA66 jQift WALL W)Uftj . . WNG I! SECTON4 MR%,; .J100ECT MOU SCALE 3/B. WALL 3/6-t- '0 ... tototlo"sfjto '. , ". �%�q " . . . . . - .. EN -. FLORIDA BUILDING CODE (Mon High Volealty Nu Icons Zone)l : . 0.44167 -` amoo xmc� oc, 24 CAGE QkVAWZEO STEEL STORII PANEL r.` . . 04-61 2 * . - --- -_ CO. - EDGE DISTANCE MM FOR N OF SLOM- I * .. * �_ : L 07/V/� 'I GLOW PROTECTION PRODUM 11C. mm (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE s _q�-. STATE og ,�-. - 7:� � ow &W. 5 THIRTY SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY S00".. 1,01110"...* awl.,L'Al. JNSTAUATJON. -, .­­:,` PHONS, DIN)INW-75011L fAt (06)60-gm 20-175 �'t .. � I -.I d.ww I- Owsm IN, I I, ',.;,',7,, 1-6-0 IV`--, i - - - WALTUI A. - I - i . I omw 4 ff m - I , 3 1 , E ,,,v i., it ­" F09 - 11 I I - I INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO ,, .- � �,­_ - . � , - . � I ALTD"Tt LEG 4,.O* (I J­ I I � - - " ! I . . ­ LOCATION WAM .Mx== , , I I . � �1� ADDOUACY OF EXISTING WOOD I I �� 1. , I . . KAM TO BE CENTIFIED BY .. , , : 1, . .� REGISTERED ENGINEER 00 Aq - C6 ­ . �. , 1, * i�: ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0 01451ALIATION. I p , I ; I . -, ji , - . � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP, I ,, ­ � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD I . 1__ __� ' L _�_ - . 'S' " , , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =. I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz 1 4 1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .---- I (D - I - I "' I REOUNKED , , - I - 7 sC:;10= �, I - A /,...mow I 1w .0 - � EXIST G I 8, ,I I I I I I . I ; 0 : Wool) ANCHORS I I 1 6 1/4- ac 11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� � I � gem I 1) I . i I C .1, i Z, � ,t 1,CPAKr1;N TO I � . I" . 1 GLA.n 11 , I : - L - - - '� I ST ,�$ NUE I rpl. j I --- ­ I ON SHEET 3) A 0-E-A � Imin wLPRMAIIOM TO GLASS. 11.1 MAE I ,,A - " , - � I ==11_1I It" MAX I 11'r PANEL I . E�-o anvil , 1 46 , J WN (SET SCHEDULE I I - - , PARM amm" � =m airy-41 ON SHEET 3) 1 (SEE SCHEDULE , I --- �� �� I I I =W%i I - i I I - I - ON SHEET 3) 1 " I I I I I I - � I AV -- - - - I 1. I I - , ­ __ - - .- .L� . .- " It (11) I , - f 01 , J.";L . , I 1 50111; 11 , I _� fo, OF ILI I I I ­­j N I : I � _ I (4 i , ! i - i I I 0 12 112- OC. : To , -- - - ,� � - I I , . - 1/2 -0 FINISH, !_ - , q " I .: i 0 I e*-. ;�, * 0 C ALLOWED I I 1, I E I 0 . .- I ..- I , �L� � 9 __ - I � . L I . I - WOOD PLAIT- , - ­ DECK REGIMtM QUIRED � ANCHORS � : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I WOOD ANCHORS I r.00S.K.L. On HEDUUE 014 �, . I . . � Swr I 1) - - . - W. 1) - . - ::: __ - , . . , - I RE I , � ,� I __ -1 I ___ .2. min, - - :.I � ., . . � . CEmamim RuNlING BU�� NQ TE Tift 'GW smz 3AIIII, 1041"Ift, ,.INK SCALE 3/8-1 - 1, ..�:.Tz '� . - NOI .1--X. %�C-Eft�-�.:,�,? : 57 * . . . NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l , . NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I - 2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i *MAI LATION . ,,, ..: , I- I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am I-— DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am I 01.1 i *1uF ,�t pmg. ,, m DRAL FL 1430, I I - - PWOK "-)M-7*W I'AL 'Dow)w-am 20-175 .... . . - DAMON@, . 04. UNUSpoitualumt o�-cowto me ........ - - wnp & Mo Jr.. III -, I I C10" Ad. A 4-197 . 1 1 __1 I of m - I .4--o a) a) = — 0 -a >0 e-- n d2 2 ­0 -0 C Cu -0 a- - .a-,.-, m w 0 — Cn =_ CD -0 0 -0 -0 C 2 -2 -= a) 0 ca. C -2 3: m C.0 u- m > . 0- J=_ w ,.0_ Cu ca. CIO .4--a " f-% C rn Re' I- t . - - I .P- -0 �� 0) ,;bA So, �_ 711 ,;�O� . 0r 0 00 / , .0; -0- . - ,; , - Mft '. .!;�__ !I- 1i � a .;:z ., % -* -?, s 01 I .1 90 �7 s "* - * a, -O,w ,!� , Ir ;� " ,:, " 6) I ,a V-1 ,:rl i* CC- 0. - IS e �.'. -5 -7 , 0, �a , w =I W " (1) (1) C: Cu 0 0 " " =3 LLJ m < z z < _j CL -6--oll (1) (1) = U) Cu > 0 L_ CD_ CL < -6-0 0 =3 _0 0 1_ CL (1) C/) Cu m SHEET NO. SH 1.3 INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO ,, .- � �,­_ - . � , - . � I ALTD"Tt LEG 4,.O* (I J­ I I � - - " ! I . . ­ LOCATION WAM .Mx== , , I I . � �1� ADDOUACY OF EXISTING WOOD I I �� 1. , I . . KAM TO BE CENTIFIED BY .. , , : 1, . .� REGISTERED ENGINEER 00 Aq - C6 ­ . �. , 1, * i�: ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0 01451ALIATION. I p , I ; I . -, ji , - . � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP, I ,, ­ � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD I . 1__ __� ' L _�_ - . 'S' " , , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =. I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz 1 4 1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .---- I (D - I - I "' I REOUNKED , , - I - 7 sC:;10= �, I - A /,...mow I 1w .0 - � EXIST G I 8, ,I I I I I I . I ; 0 : Wool) ANCHORS I I 1 6 1/4- ac 11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� � I � gem I 1) I . i I C .1, i Z, � ,t 1,CPAKr1;N TO I � . I" . 1 GLA.n 11 , I : - L - - - '� I ST ,�$ NUE I rpl. j I --- ­ I ON SHEET 3) A 0-E-A � Imin wLPRMAIIOM TO GLASS. 11.1 MAE I ,,A - " , - � I ==11_1I It" MAX I 11'r PANEL I . E�-o anvil , 1 46 , J WN (SET SCHEDULE I I - - , PARM amm" � =m airy-41 ON SHEET 3) 1 (SEE SCHEDULE , I --- �� �� I I I =W%i I - i I I - I - ON SHEET 3) 1 " I I I I I I - � I AV -- - - - I 1. I I - , ­ __ - - .- .L� . .- " It (11) I , - f 01 , J.";L . , I 1 50111; 11 , I _� fo, OF ILI I I I ­­j N I : I � _ I (4 i , ! i - i I I 0 12 112- OC. : To , -- - - ,� � - I I , . - 1/2 -0 FINISH, !_ - , q " I .: i 0 I e*-. ;�, * 0 C ALLOWED I I 1, I E I 0 . .- I ..- I , �L� � 9 __ - I � . L I . I - WOOD PLAIT- , - ­ DECK REGIMtM QUIRED � ANCHORS � : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I WOOD ANCHORS I r.00S.K.L. On HEDUUE 014 �, . I . . � Swr I 1) - - . - W. 1) - . - ::: __ - , . . , - I RE I , � ,� I __ -1 I ___ .2. min, - - :.I � ., . . � . CEmamim RuNlING BU�� NQ TE Tift 'GW smz 3AIIII, 1041"Ift, ,.INK SCALE 3/8-1 - 1, ..�:.Tz '� . - NOI .1--X. %�C-Eft�-�.:,�,? : 57 * . . . NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l , . NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I - 2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i *MAI LATION . ,,, ..: , I- I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am I-— DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am I 01.1 i *1uF ,�t pmg. ,, m DRAL FL 1430, I I - - PWOK "-)M-7*W I'AL 'Dow)w-am 20-175 .... . . - DAMON@, . 04. UNUSpoitualumt o�-cowto me ........ - - wnp & Mo Jr.. III -, I I C10" Ad. A 4-197 . 1 1 __1 I of m - I .4--o a) a) = — 0 -a >0 e-- n d2 2 ­0 -0 C Cu -0 a- - .a-,.-, m w 0 — Cn =_ CD -0 0 -0 -0 C 2 -2 -= a) 0 ca. C -2 3: m C.0 u- m > . 0- J=_ w ,.0_ Cu ca. CIO .4--a " f-% C rn Re' I- t . - - I .P- -0 �� 0) ,;bA So, �_ 711 ,;�O� . 0r 0 00 / , .0; -0- . - ,; , - Mft '. .!;�__ !I- 1i � a .;:z ., % -* -?, s 01 I .1 90 �7 s "* - * a, -O,w ,!� , Ir ;� " ,:, " 6) I ,a V-1 ,:rl i* CC- 0. - IS e �.'. -5 -7 , 0, �a , w =I W " (1) (1) C: Cu 0 0 " " =3 LLJ m < z z < _j CL -6--oll (1) (1) = U) Cu > 0 L_ CD_ CL < -6-0 0 =3 _0 0 1_ CL (1) C/) Cu m SHEET NO. SH 1.3 .4--o a) a) = — 0 -a >0 e-- n d2 2 ­0 -0 C Cu -0 a- - .a-,.-, m w 0 — Cn =_ CD -0 0 -0 -0 C 2 -2 -= a) 0 ca. C -2 3: m C.0 u- m > . 0- J=_ w ,.0_ Cu ca. CIO .4--a " f-% C rn Re' I- t . - - I .P- -0 �� 0) ,;bA So, �_ 711 ,;�O� . 0r 0 00 / , .0; -0- . - ,; , - Mft '. .!;�__ !I- 1i � a .;:z ., % -* -?, s 01 I .1 90 �7 s "* - * a, -O,w ,!� , Ir ;� " ,:, " 6) I ,a V-1 ,:rl i* CC- 0. - IS e �.'. -5 -7 , 0, �a , w =I W " (1) (1) C: Cu 0 0 " " =3 LLJ m < z z < _j CL -6--oll (1) (1) = U) Cu > 0 L_ CD_ CL < -6-0 0 =3 _0 0 1_ CL (1) C/) Cu m SHEET NO. SH 1.3 I- t . - - I .P- -0 �� 0) ,;bA So, �_ 711 ,;�O� . 0r 0 00 / , .0; -0- . - ,; , - Mft '. .!;�__ !I- 1i � a .;:z ., % -* -?, s 01 I .1 90 �7 s "* - * a, -O,w ,!� , Ir ;� " ,:, " 6) I ,a V-1 ,:rl i* CC- 0. - IS e �.'. -5 -7 , 0, �a , w =I W " (1) (1) C: Cu 0 0 " " =3 LLJ m < z z < _j CL -6--oll (1) (1) = U) Cu > 0 L_ CD_ CL < -6-0 0 =3 _0 0 1_ CL (1) C/) Cu m SHEET NO. SH 1.3 4.1 - ---- --- FQR INSTALLATION IN POURED CONCRETE. OD STRUCTURES: VALID FOR REQULAR. UFE SAFETY & E-Z HANG STORM PANEL (f) SYSTEMS 11 - - . I . I 1, : ", I ,, I- �?, \�, �11 .(�) 19 '(9 OR calff =. . .�� - �, -1* a" FRAME 2* - 3' ' 093* 31 04 " I -"C" " � v :`�* wow ,,, wo,3- �, .1 � -To ALLOV CW , " 11 ", S, U. (3) & w . reavon - , , ARGUE WITH 4.0 - I S"*� ' ,, I ­� ", , . , - L IAPMW 0 1 11 e - - I . I z W 2 OZ. I - I ... � '. �,`�, 11 " 1 � '" = �21 .00WI= ="=,� .;k; I ��, 1 1/4** . .1. 3 - -� . . ANCHOR I I - I RLQL%KD I / L 4 . -- I I I "* WOOD FW*9 'I'll' I ORI Nn w. I "I if, - AfAum I I I I � t I I ; � ; �� ��` `t�t�, �-AM, ,,,, ,Y.,/,v -j X.11.- -�`� 7,)7�7-/ 1% - . - , , , , - ..., ,� ... ... � ��', ,�f',t% ) , - ,&,%'� , . , '. ,�. "I - �,� --�e �, ,� - I. , A;- . 4 " " . , ; -/ - I - , ;/.'. " 0 "�- , . , 0 tr cc 1 2 : 7'. 055 10 ­LR%A1E ULD LOCATION �� ., - - /;7 � .x 1. VAM 2: 5* . M: cow . \_1 11, I ,�, -/ , 2. 1 , , , e ow. lot� I. .IJW ,,.. ALUIA� AMU ON I I I � I �!'�, I , I 3105 Wi54 SW I .M* OuRiv twoultm, cowww I , I MI &W am PLATE . �'. -T-VT- , BLOCh ON 2*.4'*W* 111" t' X 4' X 1214' �;` -\ ;-, :- �- -- ", I/ - ­ . RLOUP" il -\ J1. llcs-"I. OR *1 x Q , �,, i 2 1/2' " - 2' - I "I - , ;-,.-% .Rol. r,�,,. mw 4 , - COW. zz ,�� // , _ _ _.j A GAP ----�� - - - - - - tn� - M. - / 1/-' � SOLT , I 0 12 CC. ,;,; -1'. coal * RO`S-T* ALLOV w/lAC.Aft Cwt N­ *MU CASE C (PLAN) SCALE 1/4*.I* SCALF ,/A'- I' SCALE 1/4--i- SCALE 1/4--l- - - I ; SOUO-uT OR ciluic-of �,� L I . .1 � OR uCo P:::Ufim - 11 . .� --, I 1 1 I ,',S;,(� 0 0 or, = 'KAN W."'Mm am PANamn "Urs ` mo"D C`­"L,� #1 VAR.- \ \ T & 0 IDAL a I '" .1 on 2'.4* WOOD SOES OF OPENING ,5x 904cmu ON :0w .- (MIN. PANEL .. '101011 IKOUIRED AS APPUCAKE to a ") I'"' 0000 FMWAAK � z,�, , er M". -�- V Now OVERLAP BEYOND �.�,� I . 11 OPENING *IDTW) K&JOED I-" I ­1 - , L _­ ­ ,,.;1, t ,�� , � ". � " "' LL L, " I � �� �,� = "', I 1) I . , / _ % ,I It I. "I - , I. � ofoumi) �,:�`��­4.;`S-�,� , I �-- - ",., MO. - � I , , , , �­f I ��,�, 1,�,I� �,"':1'.­1 111,1�­I�� -- . . a .(�t (,4 \ - '-1," / I'l )NEW . I v I'--- VARIES L/ =D : V' v- I I \�,2111/ _ . AM ftvv"u to .. � Iftlar CUT Do .il i X . 00 � , OWANCE l-(7j,7-7,-* :-= = ---- - . J , - - - I ".0.041"" / /­ V.-­1­7 - \ � -1. --,� ....m solsoloot . , / \, �:. �P'l �1, /11 .. le 0 SCALE 1/4*.]* .....or Z% ,.. 5��!� ,N�­/ \.-/ VALID FOR DRECT MOUNT INSTALLATION ONLY & P. -or., .*.--.-v-,%cEN'S­­- 7.h . , / f, I CERTnED PANEL INSTALLATION WAUS ill/ . . AT it :, . SURFACE LEVEL VARAMONS WTI 3/4- : No. 44167 * N . I * w * : Te Z Ah Voloolly Nu . . 9 FLORIDA BUILDING CODE (Mon M Cally, N&I cans, Z CASE E (P ) CA 5TATE Of :Q� . owlicTlium Wt f.P. - - ` 24 CAGE CAVANJIZED STEEL S700 PAKL 00hoof . , �-�o SCALE 1/4--i- SCALE 1/4--1 V` -E - 91/11/2019 < C =0,, GLOBAL M"TECMN PROD=% LLC. Z7:�l LT: b"I'L _ _ .m Is. WOW -. MuRtAlt - 20-175 - =71 573 . I - - [WXft­YbW,L ".uX"".)M.M? DW-" ". 't WAL/ocillivitw,ting CA-OM?lo - . ft ­� i I i P 004.11110 A, TWA 01. 0 SKM a OF is -0 �, " 1 , i" t I nalm A t" q. I 1, I . � -----...--.---- MAXIMU A.S.D. DESIGN ING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING R STORM PANEL rl) INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL (DINSTAILLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7) MAk &So, DES" MAXIMUM ANCHORS SPACING FOR CO. . AS SHOWN ON SHEETS 6 & 7 APPLACABLE I PANEL TAPCON LAI) SO" PANDUMATE FEMALE ID PANELAWTE PLUS WOOD BUSH04 PRESSURE RATING (P.0.) :4 LENGTH ILI (it.) I , 9. 13, W IS. 0 (TOP) �!. ­!��­-- - - - 'IT mmom) --- 'r ­Ir --­­,1-3'---­.. ­-13' 0 !I.. -- � . --- - -------- i �/2; --'- 11 I,ik ­ i-I - -- - /I --!A:---- It 1/2 - -- -- ­ - - ' - It-- . - ­ --- �-''-'-Li-�i4��--'--.--.--..---,.---I�!i.-. - . . ­ 11 a 5. - - 12 1/2' ___ . .- - !� 5*-d* OR LESS ­ I 1/4' ___ _ ___ ___ - ___ - �!M)L ( �') --_ rtal ---. -- ­ -- S � .- .. ---.- a' -.----.. -- - ­ So � _ j�-. - - - - ' ' - is . L 13' L - - - , I - ---- . - - IS , - -f-- (lop) - -45, -45 OR LESS . _1''__ 13' , . I- - 13, . 13' ---.,S' IS' I . 3" W fwtTom)- '3' t3* L--- '- -- -- ­ L- a 112, - -- - ----'--- !!-T!)- - 13' --�2' 3;-- -- ­­2:- 13, �­ ---i 2 -�/ ­----T------ 6 1/2 - --F­-­!vL�- 6 I/2, 2111 (W) 6 1/2 - -i- 6 /2;--.,- ­ r­ -.--- - -- - ---- 4 172� ­ - A-- -­ - - 4 1/4 _ _� _ ­ i -,Ir - - L- li-TIF­ _ _ a 1/2- -^-T---7-i-i�-,-,-,-: ---- i ----- - - ____?!I '�!: - - - -----_-,L - - 09TY'L _ 30 (TOP) ----- ------- '5'-O' TO 1 4'-4- -Ztlr - ­'­­-j;--­­­--­- . lilt�­ 7_ ?i�` - 30 (110117DA) * .-;- -­1- � 6 /2'-- --F --- ---i 1/2 .- ­ - li; ii-ow) .- -;i - - .; L - --;-,;-L" --, 3 ­­.iT- I'. - _-- I- Mw000ll ­1 -­7-�--­-;j;--­ I , I- SEE TABLE #1 FOR WWAX A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER" IS I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1/4-0 TAKON 6 ANCHOR Ill DC r-De MAX . A.S.D. MAXIMUM ANCHORS SPACING FOR LD. - AS SHOWN ON S14EM 6 At 7 APPIL;t�ll mkmmw DESIGN ALTIANKININ p AMU TAPCON LAG SCREW PANELMATE - wow RUSHING PRESSURE RATING A= LENGTH -L (PA 11 FEMIALE 40 PLUS OF THEM (") i3* 13' '__ I . - 13. 4w (Im -- ir- ­ _­ TF __ _13 5T -�­­­­­ 13" ---'--' '. I* (parlow) - - -----,- a �/2� a j,6.----j-j----T/j;-- /r j Yr­- ----. to (Ron - --- -- * ---,-- ­ - -.-- 0 i�i� - --- ­ i2 711r ----!- 6 1/4- , I . - , --n­ ­ , - ­ . 7 1/2- - -- - - L '- ­i;_1 - - - - .i;­ ­- ­ ----'--- - . ,- - -- ­­- ---"' " - ­ - p , ­ T. - I SE 7 112 - w a' - ' ii " k­- 17 - ­ 13; - I w L - - - - -a'- - . - �3: ­ � -.-- -.-- - - �!:__ -�" "C"i -1 ��) ___ ___tr__ - 1 13* - , (BOTTOM) 0 .M -45 . --­­ .- I3, . - I.. - - ll' I-- I - I _.___ . . .___ , 13, I to +75. -73 13' S1 H , or I-) !! ) - ..---L 13' -- - ­, -2�-- - 'j. -- --ii:- is, ----!-- ­ -- a 1/4- 1. ; (BOTTOM) "I "W" ­. 6-1 / 2" ­--2r-.------- 6 1/2 - 6 t/2' -­­ . a 1/2, 6 1/2 - - - -- MP) � - - lt�!i 12 t/2' 6 1/4' - (WIT -) I - - >5-0 -- -- --T-----­i 4 lja� 5* ----­2­-­.....­­­­ 7 112- 7 1/2' - --f`1----,--)) - (TOP) TO I'-s' - 1. 5 1/2, -- --"- - 0; - --- ­ - IN iWFW) ­ ---- ---- 40 w -- I, L-a-f-­ - ir ­­ ­ I�F - " �/r, - i I'm— - - - - -1 r --- IV -­-­1- 13, -­ - - - -... to' 4011 I (BOTTOM - r7�EF`TA&E 11 FOR MAX. A.S.D. DESIGN LOAM & MAX. PANEL LENGTHS *" SPAM 0 is I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 5 I LULL& . 6 ' ALS.D. DESIGN LOAD 11AA)OMUM PANEL LENGTH 40 PSF OR LESS G.-S. > 40 PSF TO 50 PSF W-2- > 50 PSI TO 60 PSF I - V-10 . ___j 6 MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALIATIONS W/ PANEL MATE !XVALE ID OR PANEL MATE PLUS ANCHORS a Wit " S?AQ�Wt�Qa 112' D.C. INSTALLATION DETAILS FOR UFE SAFM PANEL INTO POURED CONCRETE OR ONCRETE BLOCK STRUCTURES %3�0 1/4*0 1 ON POURED on a', PC - AICIIOR 0 0* bt CONCRETE KOCN CONCRETE BLOCK �­ REQUIRED. ..., 5, pr*jwn, ;` I ��: , I 1. I - -02 I -C2) 11, I I - 1/2' ! �, 11/4* �� 1/4- -­ 112' I tlw W., t.: M.A. - I "I�- I 1 6 , " I ."'111 �. I EDA , , .1'.;1 I I v in I - I : I ,,A ,- "Zo I I "I A I M.- . 1 I I ==01-s., 1 9 ; i I I I IL, Mo.. A I PANI Ll w ,- - -- (SEE ELDAT" 'A I (* SHEET t2.1 --- ­ I ; A TO GLASS �Ic=loifo ! 0 0 E.D.0 EXISTING POURED CONCRETE 00 - CONCRETE OLD" RECURRED Lz= r,r"m t,12 i C, ) ! ! � @ i0 a Iff w 7 1 I . a *RMLS on pan Is A Is FOR Aw,,oft wK A, SARCw TOR PWLkAATPMS WO ill= WJM Kq&=. MOWAN ANCHOR W%CWM " V%AIW 00 DWN= ARE P"AM ON 149 SCNM=, rOX Lo U25 TRAIN @1OCAM 04 $04MULE WOUM NACHN SPACTIC by WLyftvm SPACYO so" 0 sctmm & THE FOUMNAD F,ZIML to " CIERATak To As Postal. NFIXOM SPACM OPAN40 640C FACTOR 110" Rol K LESS THAM WoftO $14110010 WWMM TO* EAC" ANCHOR TAPE OR T" W46mu !/A--.- 11'r. ANOM M - O'no" Ai�A" PLAN I --- ---- --.-- �MM ANCHOR Votes W 3 3 .. *�� -- --- 3 3 ­7­7-11i- .6'.0 m ANAL M vinencE aw PROM , l/r - NO , -1 - , ­ 1 'Ir O's, - - - -­ - �:­­­­- -- I C'm � � ­ . ,00 � , '13, - .- I . - , : a -: ,W,'3; ;r;� � t , 't' -, i - 0 �j ; ?. M.L i , .. GLASS. , " - I I , " 41 , I ,,,,.,..!.p I - r4 1 I I I A I : I ,L* No : : 6, PAWL UDICIIH I I (SEX ELEVATION 01 I I OR SHEIET 12) 1 I I ; 0 - - - .. . . . - . -A 1 " ,.;"j,'-­,z , ." . ­� L- , "" 1, 1: ­ 1 -, - - ­1 L , .. . �11.1. I I : - IT, ! , 4 . t.� : '. . - . .. 1. � -, " EXISTING POURED CONCRETE OR L- el, -1 I I ­0 CONCRETE .:.. RLOC" " . REOWNED ;:e­ . i , , ---.-.- - -! , I 11 ' ' �'�i 1/4*0 PANFUMIL �­A , ANC." (SE'VOND) -- - 0 WMIEL " WALL 11,10LINYINGS SCALE 318-1- FLORIDAL (VAUD ONLY FOR PANIII(D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) I&AX. AS D. DEMON PRESSURE PAYING (P.J.) MAXIMUM ANCHORS SPACING MR MON CO. PER SCHEDULE eazw * APPLICABLE TO 511;1 4, t, COMBINATION! or THU PANEL uvocill .L. (ft.) MAX. A.S.D. OEM" plomstow RATING (,...I,) MAXIMUM ANCHORS SPACING FOR MIN LO PIER SCHEDULE BELOW * APPLICABLE To SECT04 MAXIMUM pApa -r i (M) � 14-WN SOLX)-Sv PANIELVATE nuALE to PANCLAMIlt PLUS ZAMAC-NAILIN CALK -IN TAPCON SOLID-1117 PAMELAMIK FEMALE to PAN13.1011: ZMAAC-NAM I CALX-IN . t. GCRBNAWN or THEM ,ill Doom 'a COMO= 3k To - :& To - �& am&w -To TO I'll 10 go -a" �& TO Como= alik'n 10 cacom ill Orw 11 comwim 3k --i�-� - - 13* ,3. 13' 13' 13' ir 13' 13, , 13* 13* Ir - , tim ". I,- ". I,"- ir I I 1. i3 . ; 'r Ir 13, 13, 13' 1 r i 1 1/2' 1 (TOP) - 'r 13, 'r � - 13" ir is - 13' - I ,3' 1 (BOTTOM) I,- 13' ir 11 ir 1 t3 - 13 - 11. 13,---13 ty ,I /�� .- , (BOTTOM) -­­ IS. ... ir ­­­­ 13, ---- 13, !?!)­. � ll* 7i-----,-------11,-"------ 13- ��r 11�� 13- .- Ir ­­ - .1, ... - ­­ -- - ­­. 13' ­ f3* -1 is 1/2' - 2 iiwi Bottom) - --- I 3. --- ir ..­­­--­ 13' 11 1/212 -- (W"00) ir ur 'r ­ 13. Ir ". 13 . 13* - - I'i ­-­---:T?* . -..-- -- --- ­1lL­­-,3r it I/?- ­ -- - - - it i�P -­ r - 13^ s7i�i; a- ir I - il�i,T.- i; Ir -ij- 1i r -w- 13' ­ 12 t/2 - -w Ill - -- - - r --- --- Ir --- - 13* -i a 1/4- or 6 1/4- 13 (TOP) 3 ),?N!I �-(=v I 61-11" - LEIS, - 13, - 13, 13, 13 - - - , _TF- .-Tir-I - ir 13, 13. 11 t /2'3 (Im 5* -6 OR LESS . - � ---.- 61/2- --­­�- b- . liy A. I -I 7-.- - ­. 6' � a 1/4-12 �- ---.--- I 1/2" 1/2- -­.!1L/.!! 5* I 7 1/2' - ­­­ a' -- ---- '. 4�� 1L ' , r ' ,747 - i�-- - i toinvow �-�W)­- ­11:­--$� '. - - - a' - - - --- -j;­ 7-- - -­---­­ - --- ". --:­� r j ita'� �� --- 8. . '... !�- - - a. , , --:--, -iw , - ­ -IF- - . - 4 (11017060 - ISO- , �k- - ­ ". - ­ Ir -!r-.. IS* .-.--- 13' � .--.-----.. ". - .. ". -1 I ­F­ is, � ­­ ­­ .1 13, ­ - 14, . - .9. - ­ _�JL ) 5 �M-­I ­­­ J. -�- � -14,­ , ll� .....: ­ -!�� ­­ ­ . ­!!­ li�­ -IS- ­­ -iE­..,1S:-- . -­ -L - - ils. -­ , -- 6- -- --- - � , �i - -.-' ' -- � ­ J�­ - -L ­ I I ti:� s %� - F .;-,�� I - - 13" - ­F� - I 2? �- - -k.. - !, Tk.- 1. - I r - .. -- t' - I 13' . -- - , , :S - .- ` - - "' � -1 147 ,- I.V - - - ll - 13,­ -, 13 - ­.Ir - 13. 5 !l1l - 13. � ­ ­ it. I 13� __ 13, 13- ­. - ". 13- - ,. ir - W3� 13, ,- 'j'S. 1 13, Irik 13, -'jj;­ IS. . S. I 9, t' 13 - IS - I k 2, iv-�T it i i ­­­ . rim .45, -43 OR LESS � - - --il7­ It 1/4- I 1/4- 6 1/4- ­. - 6 1/4- _,,�!- - -1 .. _13 -� - - - � . It 1/4' - ­­ IT 1/4' .40, -0 To . so, -03 , - ­- - ­�­ 16 6�1 a,-- ­'. t/4, , " . I 1/4, - ­­ 6 tpv . - I - - - - - - I - - -1i is 1�i liii� i ison.- - 4) I _ 13'­ ;i; I ­113�­ 13' S . , t/2' 13- 7-­ it. 7. 7 ,/2 a i/2 4 1/2' IS, 1. 13, 13' 13, a 1/21 13* a 1/2" 0 1/7- 6 I i3* 5 1/2 t ) - - '. ­!i- r - -1n:_ 13r* 1 - V. I— 13' __ to � is, ---.-- 13- ' - ; . L. ,_F ,�S_; . '., 9 1/2 �_ ­ ., 1, 'r _ - IT 0 1/2 II-11 IS- 1 1. � I 1 1/2 �:�j 9 1/2 -- 10 1/2 1:1�21'i 10 1/2 -- 7 112 - ­1 �? 7 7/2 -'r r - __ r *3' - r 11'T A 1/2- - I (BOTTOM) - 7 rim ili&timoi - - T3':" - 13- F 7 1 -i 3;L --- -- IF 13- 1 Ow- Ir 10, it, ; or ­ 13* 6 1/2, I (BOTTOM) ll Ir _ - ­ 13' . . . . 13' - . I ­ . Ir 6 1/2" - 13* --r/ a 7 9 1/2-Is 1/2., 13. 5 I/2* 2 ctop) - . ­13' - I '� .I-- --- 13, L- - ­ - to, - --- ir - ­ - --- -- - 1-0--- 1W -'-- " -;��- -�T�- , ­-­ - - -- , !7.-. - --- -�A! . ­­... 'ifK !- - Mi7w ! -) -'L4-'F--- ij .-.-- - - �;- -- W- .-- 13'..- --y- ------ - --WP­ -.- . I - ­ 7' -r- -- 13, ti-lpi --- -0 - -- ­ '. ---- ly -i2rw­ ­­ - 13* ;-7-vi. g­ , T�SiF - -- 13' ­1 3: ,J� Ill ii..� . - iTw --- W - -- ". , ----- 9 1/2 --- ,,;, "i t�'i; ­ , ,/ I 2. , - - ; - --i7i i 9 9 1/2' -- ­ - ir ii-Ij-2--.4-1/4- -a- ill- - - 1 2�2 A- - , - , ­ � -- _111 1/2� - A 1 2- 5 1/2. . ---- - 1_7�2_ 1 - 3- - - ------ _' r 6 1/4- 6 1/2" -- 1 ,/2- ­1 13- -- - Ir -- Ti�F 3, ---- -- -, 61 - .--T '. t '� 3 (BOTTOM) 4 (TOP) ­­ . (BOTTOM) .---.-. 1. (TOP) - ' -- -- - I) ' BOTY-1 �-( p ,- , " �s TO S" , 4'-4. - 13* I - O' - 15 -1 ,;�-- ir . 17 1/2' - �-, -, r IT -� - 0 11r " - 13' 21�12 a, - __r - ". --- Ir ­J�­ 13, �/Z'� _ _ '. - . ­. - 13, Ir 1/4' __ 1. W - - ,3* - - IF 6 I/r 4. ­- - -- ­­ to' --- r -1-/2- !2 r ___ w -- ­!1,11- ir 10' ii� ,ii;' ii­wl, _ '. ­ -..---.-I---- - I - -- � 10, � it, ­ - * ___ - . 4 1/2 5 1/2*, - - 'I.-­T--4,- 1. -- -- - _ 3 1/2' - ­ ir ­ .­ 5 1/4- 6 112' --- I 1/2. 5 11r - 6 1,14- - 3' -- - - 3 (TOP) 3 (00110M) , (TOP) ­- (GDMM) >S,-fr To 9'-G. I - 13* - �'*-- - , ir � 6 MV) ­- Si - �L �� I -1w -rl -- r I ,9--� , - ..91- Ir --F- -- 'i -n 4 :1�; - _j i (f.- oo;� I) - . - i­r- t,- @-- IT IS- ir 3- is 1/2-1 2�F'i- . ­2.,`-I-:�L . , . v", . r. L _T", 1, , - A (iTfowp) 2 - ` * �, 10 q 72 I L -----" - - - I - . . ". a !L4 ­L_ 5 1/4* 1 IS 14?4"I - � , - � ­i3 , W ; - - a (90T, - -L- [ -- ---,� - F. � /V . I7 1,/, 4 6 1/4- 6 1/4- ­ ; 1 1/4- �T _ . , ,/� 6 1/4- . it & (TIOTT -) su ow I I #001 -MMM IYK A SFACW. MR "I'ALLATIONS Will "W rkvx &L%N" O WMAN 40" SPACM AW ~V I= DISTANCE ARE WIDIUM 004 I" 11CMIDOLE FDA It 0 LM Tivol `WC`U`CD ON soqmu REDUCE ANCHOR SPACPAO of "VLVM SPACING SwOwN ON SCHEDULE w THIF maomo FACTORS, MR r4a opmrom TO K POSMI, NEVIX" SPACKC Oro^" uwa rwrok Sw� kv Is an "" Mft" W%Cw 9dwATO FOR OWN MONOR rvft TAM SCMEDIAL � 1�0- 10`110- It"I". 1/4-. 1p.. W. ARCHON THRE - "'N' , ...'-w i = kwap* All - &me -am - - CAUA-10, - ­- MOVAJM ANCHOR IPICOIG 01) - 3 3 3 2 'Ir I Va - - - I - 3 �W r 3 � 'P- 3 P-04 =jlk-7 =- 1 j ,/r j , Am- , 3 1 � --i-�I--r­ - ACTUAL M OMM (F4,) FACTON - , 1/1. . :� -- - . - - 'L - - . ­ . - a , Ir I . At aw I- . -- � - I 6. - - - ­ S. T- iiii- 010 I.Ri - ----- -- : -- � 1 L , - I ,� L - � - vis - -1 ,.-- IN IN - - - - - IS SPACINGS ONLY VALID USED. SEE 1E;OR MAX. A.&D. I SPACER WX Mwim SgS I DESIGN LOADS & VAX. EN IlAuCE AT a ".D. On" I" MAXWM PROM LENGTH 40 PSF OR LESS . W-6, > 40 PSIF TO 50 PSF 61 -2. I > 50 PSF To so PSF 5. -I'. . A MAX. PANEL LENGTHS ARE OTV VAUD FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ "SPACER AT 12 1/2' D.C. - - - 1. . . ........ ­ ­ . , L LoACHORS (SEE SECTIONS A ALTUNWr4M ON MoCETS 13. 14. 15 410) i 3' WAX. R- A/13, R-2A/13, A-3A/14. ft-13/13. 11-29/13. R-31/14, D.M­(i), r." oto�- . +01-ItAill 0-2AW/115, R-3AW/116. 111-11111101115. 111-2011l R-39W/16. - I , -1 - . . - - - ­ - I ­ L I . - 1. : - � �. (�) .1 (�) 0 , 0 0 0 0 0 I ­----1-- ----,---, I ---- --- - --- , ---I ------ I---- - ----I--- -1 ---- [-----[----,I 1 I I I I i I I � l I i � : �! � i , I I , I li I I I � � ! 1� ; i ` ; � � I ! I � 1 I I , I , i I 1 I � I I : I 1: I : I 1! i ; L it I . ... . . .....­­.. - i :,I - 3, mx '. " - -: ­ -". . . .-T. I - - - -- -1 � t i � I I : I I L/2 I : I I I i 2/4"01-20XV SS BOLTS Wo : : i � I .L. --l"! � I MAX L I I i / (USE FOR PANEL LENGTH ! ��,� OVER V-41l') 1 PANEL LENGTH . ! T ./ � T i ;. REGULAR STORM PANEL , ; : , REGLL4R STORM PANEL : W-W 0 +AGA -40.0 wat , � I , :I : - (W/ MMAP MID PANEL LENGTH Ill . L � . ­ - ., I ---- ­­­ ­ ------- ­­ ... i '. , . I -- - Lin SWETT 1!ORM PANEI I --W 0 +50.0. -54.0 p..1 ­--o �� - � t , , L � I I � ,- .. . � I I I . . � CW/O OVERLAP NO PANEL LENGTH 9OLT) . I � . I . . , . , , . . I � � I . -8 M. MOM umm . -- �A USE 2' � I I � I � - , 0 2O.S, . a, -,;z� A , 1 1/4 - . : I - , . , , I . � I � -'e-; , S.$ I ..O� . - , - + : I ; ALL M ! OUNTIMICS -:� - , : I : .. -L-i� I I AT tr=v : , . I I . I . . . . - 1. . I ­ I . . I - 1.1 L. L, . --I e. - -- -1 - . 1. 1� I '. - - � I - . � l� r - L . - . I I L112 � 1 . , i I . 1 4 . ., 1� , 1. ,,6 � I . I 1 -4- i � i I I I L" ­' - L ' ' ' L' �: . -L . - . . . ; L 'I - " I - - - ­­ ----�- . , I � : I , _ . 1 1 � L . . . I - ­ - , . I � . � � L - - � - ­ - ' � �, , � - � I I � 1. ­.- '­­---­ ' ­: ­­ --- . . . - -­- - - L, - .. - +- � ---! � I ------------------- L, ­ -, 4 ----�--- w'dirs * it -che - - � I I I , - I �. Ll, YNVN 9 LIFE SAFETY ; � L I . I t PANEL BOTTOM CORNM I -1 '� L � IL I � � t D.W..(�.)... -1 t­,� lw� � - 0 --.----.- ­ W, � 1 --4 -OVERLAP- I �-OVEALAP- or (�D - - -,I � 9 . m L10, WING NUT AT I offEpjog WIND NUT AT - - RIGHT PANEL 73: WAX LEFT PAN 3: 40, t INSTALLATIONS ONLY VALID FOR VAND I MIN R­wlll�-R-204/13. R-3A/14, R_11VI3. 111-2111/113. R-31/14. I wlw� SPEED UP TO 170 ..p.h. R-IAW/115. R-2AW/115. ft-3AW/16. 1-01 R-18W/15. R-211IT/15. ft-38WI16. I 1 - -ANCHORS (SEE SECTIONS & ALT~TKS ON SHEETS 13. id, 15 hili . - - 1/4- MAX. GAP -:- LIFE SAFETY STORM PANEL J-) ELEVATION (t) � SCALE 1/4--i- � (1) REGULAR 2.5117' -(,�RECULAR S70RM PANEL ("', OAR"Uh, - ! -otcul, WILLEI) STORM PANEL � 1. ­-­­­w - ------- -- -- - ------ P ­ ----- ------ ��­�­�==­ ­11. -­ � ��k I—- -. -"- , , . �� " . I , " ­ .. 1/4. , �"L'l \ . ......., .. . -��. :� �­ , MAX CAP: , * - " o . ... / � �­ - -- - - I , ­­­­, . I - - , / � ._ . Itrz� - i, .,4/ . ­­­� ------ ------- ­ ­ - � ­­­­­­­-- ­T=Z­r �­g­ � . :� ­ �,-` �,­­­­4 . - . I I *. . , : : -01. : LIFE �� PANEL I S -- �- * i FLORIDA BUILDING CODE (Man Nligh Velocity NUT van4 ,C. & * ... cow umm PAC ... 10R, . , EXTERIO -� 24 GAGE GALVANIZED STEEL STORM PANEL am .... nt-- * -- .". - , - -... !:., Z �T�ITE C �O,,, � GLOBAL PROUCTION PRMCM U.C. "' , - - Tiulti, �7 . � ,XRA,AX, - Kill 51 Intel . WAR. rL 33314 No 1-1 - "I - "oc (M)�-n-C ,Ao, (w),16-ml, SCALF 1/4'-I' -/4- � 1.1i =1w -^X 20- t i �� .., ­ - � � I 1. �-­ L ,- .7 , I I - �� INSTALLATION ­ -��, - ­­ , L . ill -­ DETAILS INTO FOR UFE SAFETY PANEL WOOD STRUCTURES ],� . I- O'�- � ­w , -1 - ': - CID - . --.----,.- . - I - ,- ;r, - ! . - , I . . ­ . < "I , I . I L ,� 1 . I � ­ " .. ;I � � " L . � I ­ . '-I '" LOU - mm � - . ii I L W HEADER Ul UIRED L - 'i I ,- , , .f, HENCERT /. _ _ _ _ , ,__ H .1 -ftwm . , � �- � I- .11 L! -, ;.vX,gwR . . II . . . I r. . . ,r, I., , � .1-1. , J I L - , I . �; :I� .", _ I ,.- I, 11 - --.-- f - ,. �% ,, ... g. '-" I ''I I I I ti I - .. - 11 I;i� - I , ;a 0 C. .1 I I ��i . , -0 . ­ y I . ,� I ,,, -L' I ; -t . TATDT! ­. - .,\ I -- ---- - 1 1 ,4; - == ..C, 'L I . I i i 1 , l,� L , , ) "I L I . ., . . . .1. � � 1, . I I . I .., I , . I � ,, � � . .,. " , C21 !t I I 1) . � . I � i� , ­- ,� - '20 . I . ;1 . , ,,, . I ? I (D i i. I 1, . ,6 maw= --L.j � I . f � 1 , . �� �-j I %.j ".808060- ": i 1, -Oigm"w" - r . I ; I I, I - fI I I . "Ill /4. � . I j - MAX 1/2 . ,$/4* 1 ". I 1 , , 1 1 � ill ,1/4* !� 1/2' A - ,1/4* I . I . . . i- 2- , tt' I I - I � . I 1 2- it I X I *­ 1 L '. il . -I .r I ! , . � ­711 ­ "Al ­ . I � , . 11 11 2' I MAX i , I I I 1 , L . . I - Y I , 1. : I W., , 4,� I , , I I �� I I 0 I . I . I I , I "ll" ) i "I . . ACW, ,) ,�� 1 U., , I ------- A. .1 - I -- ..A .1 11 : , 'La--!11uj1-L­- .k. - I I � . � � Fr;-:�"l - * ; , ..� 1 I - : ­1 �_j ; (T) L I : I 01J ... I . i 110 , I 11 I I IQ. �: N,, - a I .1 1/.4,� =14 ! "I'm .a ; t I I z , . .. - I AT 0 I ; i K: Oup EX =G­11 i ...-Joil. I oul k. I , _ IT AT ,Z, 10 l" � I � I . . - At "I i" � I w FOR nwo. =--., I 1 I I L I . It �, I &a KA ,.a ! , , � a" r-4) Z21i , , J " " I 'a"' PAX 1`41 I I I 'L, Wx 11, l : I R . I I 'L* - " 4 I ) t-.1 -1 - I I ILI M., I -1-711, �. � ­­'­ A , ,- PAIIII. UUNCTH It ELEVATION (Ohm "n ; I - i v W. .... .. t- 7 ". � - - LL ­ - PANEL LENGTH t, ­ ­� i- � , , (SEE tutwum 11 - I 0 c PANEL LENOTH I " -- �(SEE ELEVATION i I 1 SHCET 12) . - . PANEL LENGT44 - I I (SEE ELEVATION I - ; � ON SHEET 12) ,IT - " a IT c--SEPAXll ------ 1, vI 'IlL , . I 1 ON SHEET 12) a I .1 ill - I , , - � I* iffi,,i : - T r I . . - �- - : 01) . I : r MR, v- -- ISEPARATION - 0 TO GLASS. - : c!) ON SHEET 12) t i ' , 03 a, � I , ,�� I I 4-- . I V& .. . 11- - 1. '. wn cl ) ! IT TO GLASS L/2 i - SEPARATION - To CLASS; A 9 I �CPQATKIP I "Jr I r N i I . r MIA, 11 I I I - , @ L.----J I L' : � 0 61 , I I I . " I I I � L/2 : IT TO GLASS ! Ill. I *;) I , - . to - ,:.: vo,p;= I L 31 , - �t . I 6 It Iff I 1-'. - I I ED I � LI I -," L ", ". � ­2 'Ir I 64 11 � ED. k , .� 5 I , I k. : I I I� , , , "I - . I_._;_ L �L ' : I I . � . t :; I - 4 , �, L . 1 - - . I E� , - � - =" I- :� �'. ; . � I :, C4'1 . I . I I . I . j . 114'0 TAKON . I I . I 1 I I � " I r - I - (4) 1/4.9 TAPCON 4 l!".. &. 1� 7. . I *A- I to - , I 1�� - . " To . . .!Ar.", to - i , . woop� , f , I � I - 'L n k.-."s I I pa� 4 I IAPCON 0� WOOD 6 M I � W-Mmt) I : - _" � - L , � , : � � I ��]* 1 = 0- oc I L I , i7 11=0 , $- oc. � � 1, , is I, ." i 7 I �, V4'0 1APCON 1 , I W/ STUD I I 11, � " ill/ S!"JO I I Kollwo � ... 'L NC;:� 0 G* OC I , A . - , t I �- t - I : 4 � I � I u; - i ­­ , . I I IN '00cm) � � I I 11 � , � � I . , -- - � - 1�- I . REQUIRED I , - - Atou'RED ,� � � . I � I L , FUREEM Afflu"9K HE Mw I � - .1 L 11 - pi WALL MOUNT] SCALE 3/8-i- A. Tit/ 'Affl%* WALIM Nos . .1,91 SAFErT FA it ................ .. .. . - FLORIDA BUMNO CODE (Non High velocity NwW loans Zone) I. INSTALLATION ARE ONLY VALID FOR A,S,D. DESIGN PRESSURE RATINGS (p.s.9 AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION; WC .: ,44`167 ". - . . *; * - :* � - I I - . STATE OW . -- *1 .1 -­­. . MO.- aim wmm so. / IL ECOtsac. YAUJ" � rp 24 GAR GALVANDEED STEEL STORM PANEL -- - ---. IN PflOOLIM Lw. OPIVIna GLOBAL PROTECTION imm 4wn!t ~ -- MEMBERS TO BE SOUTHERN PINE No 2. Wj��wlc . -"10A%0�, ­1~ .. 0 ft - - "' O�t! Ir 3"I 1W)MI-679, 20-175 DENSITY OF 0.55 OR EQUAL ... - I %,7,i -- - - IAMF -1-4 "law (W)M-75W PAX ! owe"o 4. . I t -1f4 I /twit C4-0=711 0= &A, 1411441i, Ale 1 - . I .0.0- i .111 g­1 M pi`,�s - , A I IrIl . I MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.M.) AND CQftRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR IMIGULAR STORM PANEL (1) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTUItES (VAUD ONLY FOR PANEL (2) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAIL. A.S.D. DESIGN PRESSURE RATING (0.3) MAXIMUM ANCHORS SPACING FOR MR ED PER SCHEDULE BELOW 0 g= a IV Ar UDICTII %. vi, MAX ALSO. I DESIGN I PRESSURE RATING Ill I * mkv" ANCHORS SPACING FOR M EX. PER SCHEDULE BODW - ----- APPLICABLE TD & PAN& LEMON .L. (ft) I TAPOON I SOUD-SET FDA" 10 PLUS ZAMAC-NAIIUN . Ckx-IN -- - 1000N SCILID-SO FEMALE 0 PLUS; LAMAC-011,11.1" -RT IQ N 'a ! " M 4; To W` TO To �.* " THEM - mmm PC =411M w To ZZME: To agor COMBKVM - -­- - !:­­ F.- - ir Ir 12' to* I (top) 1-3:-- 51 - /2, . 13, IT ,,, ­ - ­ . .1. ­ 1/2' Ir 4 1/2' 1 (Im --,-,;-- - - 'I- 5 - 13' 13* Ir .-Ir - I I (DOTM) IS - - i7)F' -l� 3 ­�3' '-"-I i .--- r � --- 13- 11- _!L_.L I Ir 3 r I (BOTTOM) -T-­! ' �' it, - ".I - , . - - . fla' 2 (7111) -i]r- ii­TFr -­l� - _ a iji� F ---- -5�-- -,--. ---T-- Ill ,71Fr --- i/2 , - .5 1/2* ---.,. __1-f- 13. ­ - 4 1/r ­.­., 2 MR) --- ­13' _ _ __ _ - ­ - - . . .o ---dtr - -13;' - F 3l. 'i- -- 3� 5� - --I- r j�r_ ­ ir - -!;�­ 2 1/2 - . - I iti�� _ ir ­ Ir - -­ ­ ; - � _g __ 12, 2: ,--L -- - ­ S-L �24 ir - ­1 -, 2: 1 t/4* lo- -- 10�- 114' - 7/2- "' a (BOTTOM) a I'm - 3 DPOTTOIQ --- TFiW) 51-W on " -�-,3,-.�.5'....--.-.,�-..---.--I 13, -13, .- I �--- - . 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A- 1 1 )12 - ­ 3 - ­ -­ - , o '�'� - , ��!- ! - - -- 4 (TOO) -­ . - - ­ . � IF.., � -.: ­­w ­1­1­1 ­­ - . . t�- --j, - ", jt�' L ' _ W -- - 4 �iciiliil� -­ q* ­­ j - ­--- a I/2* 1­6� -- -­­!�­ - ­ -- - ... .. t ya . - - - ' - - - . - - , 4 (BOTTOM) - -- ­ ­�S; - ­­. --­.­­­­- . -1 -!7-- 13- - - li -3- ­­ i3- ­ ' � 13- - IL i� * - �k tiw sclii� I ir- 1! �,/! ­ ­ ­­-2A:­-!- ;�' -$--. .1_3; . - FLL .. 5'��)--- . - L' i3' ­11�111-!Si- ". 13- ­13 ­ . j Y3' -- ­ 13' .'jj�­­L 3.'- j��:.-­­ j�'­ ­­­ ­ - 13' ­- ' a'-- j- ------ " 5-t­w-ro-m) - - rl 1 IT, I _13 _ _� _1�1. ----!�-- __g* 0 -�l: ­ 1�! 1 -e*... O�1/2' - ­- ­11`�­7� 0 1/2' ­1- _112' 7 1/2' ---- .1, 13' - ­ r . ­ i--.. 51 mormu) ­. ­1 - - . . l!", . 3 'w- ­ , , IS. I � _ - t - I 3*. _ln 12'. to, 5 (TOP) 73* 1. 5*.-- �4: 2111L /71 - IS- _I�r !l!"Mr _ '�:- , � ! I 3:­ 1 1/2' -- 6 r7op) >.Ga. -40 to .75. -75 ­11F . 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II - 'S' - .- - - r - -­-­­-----­­­-- 1. Va - I r tr Ir iT,E g- - 13' ,/?. ik� � b 1/2- Ir ­ ---.--.I-- It 1/4* r --7-:' - 6 1/2' 5 1/4, i -r /2� ir -- ­ t 2 1/2, ­j - 9 I/2" - - 0 1/4 7-- ­ 4- D 1/2' - -­- ----- 1 1/2' - 7 1/2 - - - ­ ' 3' ­9�­..!T-Y�* ir 6 1��4: 6" JIM A Ile - - 3 (BOTTOM) ". -1. r.- - e 12 1/2, -- IF-, - �3*_ I i/21 -,IF- -- - �217_ 9 ,/4- -I-ITF --.-- _ !! 1�!7 a 1/4-12 ­7- ­ --- 3- _ _t_ IP2, ­1�- ­ 10 1/2 'I' -1717 i ll� -;,-"-- ----- 1/2- - ­ "' - ­ - r­2 41- ­-, L.--- 13' _ - -- 1 (11�) �_ _ __ - ­ ­ * � 1/2 ! 1!�o ' � r 6 1/4* -- - -- I" 3 (WITOM) . ------ I CROP) 8 1/1' 2 1/2' ­ --- - - 4 (TOM -4 i­901-TO M-)- .!--- --l- p". ­ ­- - " - - - --- - St. ' ­V� - -. - "; - 1 �!Tw�) -- " 0 6 I /r . -V.- - -- --v- - -- � �/v -- - -- - -r - . 3 . ­ 10, - 7 112, ---- 13" ­ , v - 5 (TOP) --!!:-..-.-- 13* -­­1 -13, ­1 ITH11.. ,7 I Ir . 73" ­-­ --ill - j-- I r -1�-- IS' - �W ��Il 21 'a " , I_ Is 1/2 ,/t -"I, - - - -�"* .. J/.,�l - 13' - . - - - 11 'a "" .. 10 1/2" 1 U'2� -it:-- I' '/I - "' I 1 1 --- - IT - .- --K.1.-l` 1j, -1 ­ r , ,�161( - o , P I Lj ---- �3 --.-- 0 1/2 .- 11' ----- I 11* I ­­. 13" - ,.i- 3. -i - ---.- . 1* -.---- 13- - -� ly 1 ­;T. i . I -D _ -i -- ­- 1 9 1/2. 1. t!-1- L 9 "!4 ." 7 1/2' 'S" 1. - (SOFT 5 a LWON) 5 I - I r. E -1. - a /M i - - - I�F� -114- - r 12 ! / �� (T - ("ii : Z(n � 21L-�- , .1 �L i3' 13' I S, _ Ito 1121 " _ _ IS Ir _?_/ -.---- 101/2-'s to "i --!�T­!7­ i , /, .. -Y .-t-, I -iw) - CT ) ;V 1. -i.. 1. , ------ . 1 . i-i-q­;- / - I I 1 ..� - ,,,1.F -il "" 4 i11�-11':1i-`Jl1--10-- .,.� _ __ .­ _ _I_ --- . . 1­ I 1 �4' - . I - . 6 - - I - r - - -..;-- ! 9 1/4' S $EE OW It I" WAM rM & SPACTIC Foo AMALLACCAS ono $We "Ifte TIULCANIT - volhow .401M wpow" " vessel IDGE nwa AN -0"= 0. THIS 1110,41111" FOR E.D. LM TWO PAWATO ON SOWDLU PEND: AMCADR MiAC1101 MLLVIPLYIND VACK4 SOMW ON 10 =am" or THE MWNM FACTORS FOR " OPERATOR 0 K polor.L RMAM SPACM CVMMW UWC 1ACW SHMA tV K LEO TWA Wool WiNtse NWAM Too CACH ANCHOR r--F OR 7-0 $0411PULA. 1/4'. flp�. 1 ]­!/4'! !14*.- q/A*. ANCHOR TYPE I -lob - V .= I . . I FA� ��VAM� ­ . - a" - ANCHOR gnow 00 ) , A J, I 1jr 2 'A ---S-,- . . = .� - - - ---- ­'. ----- -21�--- - .., 3-- - ­L�T- - I - - -- OWAM 111.0.) .., I 3 1/2* 3113- i-,�; I vy �- MAIL SK MMU (EDL) AM - , ,/r am - - - , .- - � !1. O', AN - I , - -- - I - I.. - I ON I r, - - .1 3 !Lt 'L O. -- - O."ll I 1.0 - - - .N .0 . , - - ... - , To W - --�A� is USED, BE f MR MAX. A.&D. &ED r��VALID , MAX. MWINTIEN SPACER JrIS L.gY I 1/4*0 TAPCON ANCHOR 0 9' O.Q- , ="." CONCRETE BLOCK r *Eotmw L i -( .1 , I A 1/2. , 11 I �,J. A. * : o. 44157 � .1 : : * . * . . A%. STATE - V k -`­ ,�. A -.0 . 0 ;,�� ... �O� . TAM it A AA.D. OEM LOAD - WAV" PANEL 1.111407111 40 PSIF OR LESS 6.-�. > 40 PSF TO 50 PSF I 6'-2' I > 50 PSF TO 80 PSF - 51-10" - * A MAX. PANEL LENGTHS ARE VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS At SPACER AT 12 1/2' D.C. - 019 ./ -An ILIM - 24 CAGE GALVANIZED STEEL STORM PANEL F.0i. OVA w � -, .. �� GLOBAL PROTECrION PRODUCM. LLC. "T"O'.7'e"Re . ) -fii4i . 6 rom L low rw � jW)AM­ FL 33311.).­. RI oo� a. - As. - - � .1. - Pool -1.1 - -­ Arw 20-175 - - ..l �-oom's , ,=-1.!M t.-FIL OR"" WL a'. .it** i - i - . - - .. i I Fxq .! I - � IN AT 14 INSTALLATION 1/4-* TARCON'. , ., ANCHOR 0 9- D.C. , [ DETAILS .,:IED =fEl"OU FOR LIFE SAFETY PANEL In t/4-11 TAn tED ­ -, ­­� ANCHOR 4l 0 C, OR ,L , ' ' �,��, 9-0CA ro. VD, Comic" eLock IIEOUOl , I �� �"`. `­ ��, - (;) , , i (2 A D ., I , " , ­­ t ' j � I � - , � 1.'��:: , - -- , L , 4 1. I I ED, 1. . 11 11 , i I i I , I 11 , �, r/ri . i 11i I . , ! � 01 0 : ! A U11K 0 I 1 j/,4�-va�. 0 , txwl sk CLASS MASS -� I ,,- 11 - I Z=11-1) 0 \ i i 0 IT � v Mo. ." I : I PANEL LZNWH I L i - (SI, ELEVATION E �-=Clii­ I I ON SHUT 12) 0 TO GLASS. I I I i I . , .I, 1 11. . , t I ' , 1' ;, ;� ", , � I I .I , , �, .,",' I I LIZ "t '�r;' I , 1. L ­­ , , "'� ��':,t�� 4.'� i i (10 " ED 0 ���:,�,..: I 1 � . , , 1'1� ,,­', �,,�';' I : � 0 ,,.::,; I , , " ,r,t', 0 i .1110 0 I10 I Ll j 3/4 . ; �mt'k I 'I L $ - , ,'/,� :�l T I -0 1/4 IAPCON ANCHOR 0 lo' CC � EXISTONG POURED CONCRETE DR WNCWE BLOCK REQUORIED SECTION R--AA * REMEAFFMLs WALL MNTINGS SCALE 3/6-1- ,2,�, 112 - I - ,,�,��; � I . 9 - -- ­1 I - ,�,,, ": 0 ,-a .11, 1-11 I . . . . . I " : � I -0 I ,-w :: .1 --SEPAP - It ATM to GLASS. t, I , 1 --- - i�4-.S�.v , i - , , I^ I I 0 1 ! 0 , I 1 1. t , I 1 1" VAX. . * � O' PANEL LLNI 0 � I (SEE CLCYATION 11 I ON SHEET 12) A � - A � I I . . .1. . - . - - IT - I � . I I I ­­7 -1 ... " 1�,.. ,. , ,:�, It . �:! �, . : .. ""'. 1:, .., '111i�,�;,-,'-; , ,;, . � , . ­', I I ; I : �,,,�%I� � �­, ."""',�', 1 - ­j -j) r ED-* ,,',,,,"�t,,,� I - . I'll I'll , '� : . --@ I . 1, : ;;;�%,� �� , I 0 a Iff 04 11 ... 1 . � [�, 0 : ,' I . � L - . I I J. I 1, 1.� , . t . � I I,- ­ . I 1 04 � 1/4-0 IATACON ANCHOR 0 9* O.C. CONCRrTE OR I I UN RZIt"TtIO'Bi. a LIMMUEANEL REQUIRED, SEE MOM 13 a 16 MR AM>4m ANCHOR lift - I -Y,�­ TYPE A SPACINO FOR PATALLA110I Oft VOWN wooD , rmw IULDOM noOl ANCHOR SPWNM AND MNM)M ma bd?AN" An ^T"IW ON I" MOM snocam (w I -;,- O'ol -- 3 SCAMPULLFORE01=r1=0 ON SCHOOtAl RwM ��t�, ­ WoRCIN&I C00000lle"04 ----i­ In" m �a so raw In MULTIPLYING, SPAZM $W.M ON SCHEDULE In THE rougam rx�m I 1 1/2' a 1/2* 4M , Go, n* na OPMT" To K POSSDLL *Lou= SPACING 007mwo LS" PAC= 2"Au NOT Ills un TWO MINAll SPACNIQ INDICATED FDA LAC" ANCHOR TYK OR IM SOCUL4Z r ­ ON I 1 3"'T. I - I '00 I ft ,a ", Il 111� =-� " IT (/ ./ i ­ ­ . 1* APA "`P= , to .I F, - I I � (f) 0471b GLASS ";; I I I :�- �.3 9 tooll 040 r-41 v ". m Rp FAI& PANEL LENGTH I (SEE ELEVATION ON SHEET 12) C, ) I - L/2 t 03 : I il ,­ ' " "'L - ED.* , ` :� ,.,�, " . ; I 11 i -1 ED I � ­A- � 'I I. - ,� . to I _kS = U& sells - �11. I., 0 Q Ifflot , I 1, " � , 1/4-4 TNICON 0 9, 0. ANCHOR C . CONCRETE OR LOC., %== REOUIRED SECTIM A--U 9 1MG-90TWARLIS WALL MOUNTINGS It.101"',- SCALE 3/a-,' .1 I I � f 1/4-0 TAMON RmcHon 0 91 D.C. , . =W."D �3; L ,� CONCRETE V.00R ' .", . REOURED, , %1 �, �� ,� 1� ­C2) I 1 ­ 11 � - ''I ,'­.� 't, 1/2 - " I ,-,.�,�i' "r �",L;:� --r- ,� , ; /1. * I.-VII, 1.01 I ".r., 4" i j­­­'­'1f­L ­' ,­' , , . : I'm.. : , Sw#MMATIOW I TO GLASS I ,A "- � 1 ! � I � I 1 ;I �.- I � I ,�� I'S -�v A, I *L' MAX� S' PANEL tLNGTH (SEE ELEVATION I ON SHEET 12) k�) W CZA :.­� I ­��, I . - i ,� ,,, .11 I I I 0 ED I 1 - ? . ED, ,I - lq�= .I .� ok",Vo., .. a It "Ill, " . -- 1414*6 TAPCON ANCHOR 0 V OC EXISTING POURED CONCRETE OR CONCRETE BLOCK REOUIRIED 0 3v9%wMEL INSTALLATION DETAIL5 INTO WOOD . , ", -, , �r r,, , , ", 1 I ETY PANEL STRUCTURES (17 1� - - I I . ". - L P� "'-- . � I I � ,., I; � ." - . Ere �: . It, =6H 1 �-7­ . '' . : . I - '. - , WOOD HEADER : I .. , I REQUIRED, � I 1 1 1 !i -- � I , � 4� ON . , , ;1 � I L -1, '­ -;=W : � , ill 0 91 D.C, r . - I ­ . .�.: i I , - I ---, , =APCON . r,� - 0 a' ox I 11 i 1� I I I I I . , j L � ." I C21 .. I , ' ��l I ! . 1 02� I . i , I 1 ,, -e Mo�. �, I I . /2" I 1/4" , ,:� ­4 . L' � t'/,. . . , __ , . ! ! - -- go, � I I 1 71 00 - I � I , I . . .L I ,, I wX1 - 2' � I � ! I , / hr.. , I 1 I'A : , r oll� . I -, . I L4 .- i- 1 , (1� � i ). 1� L. A - - � ; I : I I : . T I 1 i � 1 g. Tow - ­;av =94 I I 1 1/4-ol Ill i - - vi, ,,,, ;I to Azp M A . .1 ,/ ,- I , M.""II "19:K1 - I I I . I It I I . It 1, . I 1� f � I , : -L' %W a 1 I L MAX it PARK LENI : -- - - -..-. � 6. PANEL LENGTH (ME1 11EVA 01(2*) 0 ( . (SEE ELrVA1XSN I � -- - . ON SlIEF-t 12) . 0 ; 1 1 : , ON MOM ­ ] ,? I In I I 0 r I 1 I, mo, I �-SEPAXATIGNL- - - c It To GVSSL : I , . - 11 I l-­51EPARATION , , I , I 1 1* Mw .0 - - I " I - t, 7�n� _: J* o IT -jr �L-f � "I ; _J GLAM ; III 11 .0 I - . I It Is vr ot to. i.� U ED I - - r.11 0 a yr oc I 0 " ­ � , L � 4AIMP To' I I Pt I I - �r ED , .L -1 , � 1. I � 1 .14*0111 . 1: - ! . , , I , ; I ­ L -, . I i: I I , ­7 I -",rT- I � I I 1 � a A I. 1 I . I I �� 1, -.1 .99 � -- , I p 2'.4' MATE I ". . , i , ---1, I I L : . � I PIDIUIRED I ; I � , I � i/4*0 PANELMI PLUS REQUIRED I � ; 1/4'0 PANELMAW PLUS 4; , j��j , � . � ANCHOR 0 12 T/2- 0 C , I � � 1. . , ' L L I : I ­ ,_ , 1; ANCHOR 0 la 1/2- O,C � I j � � � L 1.*1 .1 -, - . . � � I - e� I I I I - , I � , . L - I : - �� � I �� I .. 1, I -39 WIME" WAU MOU ".111.1-T .......... , a I I SAFM PANC, St&E 3 ..��--!��/)�\ . .. E11114 .. % - , ... . 4 "167 .. FLORIDA BUILDING CODE (Mon High Velocity Hur loans Zono)l . . : - NM. III * .. . . 1. .=,Ll . ft 24 GAGE GALVAMD STEEL STORM PANEL 1`�P. 1. INSTALLATION ARE ONLY VAUD FDR MAX. A.S.0, DESIGN PRESSURE RATINGS (p.s.f) AND PANEL - ! '.. - . ­ . . . -- ----------" - - /7iLrEC0,.c \ GLOBAL MTECTHM PWWM. LLC. OWN 0: "M"A" LENGTHS AS PER ELEVATION ON SHEET IL 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD :­. ­­ I ...... I L 0 %A��,,w p$41 X C.. V CAN &Q. al'STRW ft* &ME III 13.7, --!!� 20 -175 MEMBERS TO BE SOUTIHERN PINE No 2. W1 SPECIFIC DENSITY OF 0.55 OR EOLAL. RRA to 11 �"_ ,XR, (".)sw7b4i PAX M.)M-sm ­R "'s'"" i a.-Ocaln't 1 'I" ­i - i- - - WANAO - - I - IS. WA/00.'W,F,Ult A A I -111. F ! I I 1= zo, V. " �'i -� soon Is w to . - - - .01- ,;A I p -!!� %. ­cp -.0 S I- r11 4 . I 0 . % a ,; 'S -.0 %A- A .0 Ic 11 go 4 -�,01 7 .;*, 1* - :e� 19 s c I cr- .6--a 0 a) r-, -W -M 2 >- 2 C-- 4-4 = -0 (1) a- = C= CU -0 CL . . 0)0 ­j CD .6-1 U) CD := (D 7� 0 M -0 c 0 CL -2 C L- - CD " C 0 .- LL - tu o "01I %%0 %#-- (:) cu ;�p :1) )- -0 F= 2 U) . - W CO Ill 0 a) ., ... , ILU a _ -C= 'i w 162 D- � -.0 = . 0 < 6) r1a I . , - co * � P 43) 0) 0 " - 3;; %ft C, 45 to S - -5. ll%P cp co �- , .; S C! w 4 z z 0 j = U) a) C= w 0 a ". " =$ ui M < z z < __j Q- -4-0 (D (1) ..= U) cu > 0 L- O- 0- < '4"' 0 = -0 0 " DAN, a) U) cu M SHEET NO. SH 1A P-Mliff/118 ANCHORS (SEE SECTION EV 'i, ALTERNAIRIE EZIW ON 58EV 15) I: MN`x`:_ -,3- MIT. ION NOTE 1,)(SEC NOTE 2) (Rel 2) Pop 1 /2' 0 i A, 2 PER: INANEL 0 S (INTER" PANEI.) I RJOR PANEL) OR PANEt) tIEND PAINEL) PAN), SEE NOTIFT55 2. 3, 4 SEE ?40" 2. 3. 4 I I I i � PAMEM "If G N f 'A o&, to se- T­ S�TEB I. Lj� 1L A A 11 _"OX, A Jj_L.I_jj L-i ILIL 1--c- L I 3: AFAR L SEE More 4 3' a.- L I WITT. ZEEE 3� �-C7)-,@ 3 ;IIJ �!Z'T)N EZI AT AT'i eNF tW El"', ON SIHILET 111) +E Z I 18. EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL(j)SYSTEM (t) SCALE: 3/32"� 1 I I ­_­­ ­­ raft. P�Ap SECTION A -A :Ali IT EN .44167 SIAIT D etF Nr-,!F,4F F 1-flNf7, ENGINEERINr. ExPREss' PRoour-T EVALUATION REPORT September 15 2020 Applicistion Number j7e6Q. I R2 EX Project Numbet 20-31543 Product MainufactufEn All American Shutters and Gliss Manufachria, Adch.ss 1540 Conna Road West Palm Bench Fl. 33,409 Product Name & Descf1pLon 24ga Galvanized Steel Storm Parrest, Large MEssalu Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requiremurche of the FlotEda Department of Busuressi and Professional Regulation (Florida Builclarg Continuation) Rule Chaplet 61=3 005. F A C for 3talewicle acceptance per Method I(d) The product noted above has been tested an(vor evaluated as staternarized berein to show compliance with the Florida Building Code Seventh Edition (2020) and If.. for tire purpose Intendiscil, at latest equivalent to that required by the Code RIN."Patlotion of this product shall be required fallowerig porlmoill Florida Erkakfing Code rauditi"tions ITT revisions Substantiating Data: & V&I ON DOCUMENT3 -24ga Galvanized Steel Slum, Pan.1s dIVHZ & Non HVHZ) %beer. 1 5 pf.pa,ed by Engineering Express, signed & soared fly Fiscal, Bernard. P E Lq arimlegial pelf of lists Evaluabon Report Uo'j:lmTEST REPORT$ �ta!!L SftUCtUrFII performance has been tested in accordance with TAS 202 test standards per test repents) ;11BTASG- 17-001 by Blackwater Testing Inc Large missile impact resistance and cyclic loading performance hoc bears tested in accordance with TAS 201 and TAS 203 test standreds per test report(%) #8T.ASG 17-001 by Blackwolef Testing. Inc .E.* NGIn! Vll�n !:��=NS CI which Ell the product based on comparative and/or rationsis analysis to quality the followurV cluilign cistiffliff I Maximum Allowable Spans 2 Minerstrof Allowable Span 3 Minimum Glass Separation 4 Anchor Spacing 16U SW 12'" AVE04VE SUITE 106, DEhAFIELD BEALH, FiopiciA 31442 (954) 354-0660 1 (866) 396-9999 TPA 4 DIENCtNIFAINUEXPRESSICOM com I* ­ 11LLOTO VIC INSIALLED AT EACH OPENING SKA1.1_ ALWAYS RE PROVIDED Wk RDA HANDLE TO FACILITATE iNSTALIATION IF iNTENDED TO BE INST LED FROM INSIDE OF STRUCTURE. I E-Z HANG STORM PANEL SYSTEM i9w., W.-I r. Hl�=Ll TRACICS TOP fir OOTMM :.1). END PANELS SHALL jWr .11E CONALECTED TO BOTTOM TRACK OTHMME A STOP L BE PROADIM AT TOP OF SUCli PANELS. �1) IP END PANELS ARE CONNECTED To earrom Tivictst, Cowcrsor, SHALL C014SIST OF 1/4'0-20.3/4' BLS. W/ 7/6"Mx3/32' WINC W OR 1/4s.3/4* Win THUMGSMW 1910 TAPPED BOTTOM MACK, LOCATION OF FASTENERS MAY BE AT OTHER OF TWO EXTERIOR FLAT FLANGES Of END PANEL. �4) IN CAW THAI END PANELS ARE NOT CONNECTED TO BOTTOM TRACK ((I.. A STOP BAR IS ONRY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACX USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION t !NSTALLATIONS ONLY vAliD vrp vw,� UP TO l7a 21 WE G&VANIZED STER STORM PANEL GAG GLOBAL PROTECTION PRODUCTS. LLC.1 IfIrd S.W. �l FBI- 20-175 IRS "F N�GINEE RING t Page 2 Of 2 All American `�hutters find Glass - 24ga Gak anized Sted %,nm Panel% No 33% increase in affowattle Stress has beers used in the design of thin product. Separation train gle2ing I% not Inquired for Installations outside at wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been deasunsholoclas Evidenced In previously Wild I"I report(%). and is accounted for in the engineering design of this product Wind Load Resistance Thm ptotiuct hai bern designed to resist wind loads as indicated in the span schedule(s) on the Piciduct Evaluation DmUmont if a engineering drawing) Installation This product shall be installed in strict compliance with its respective Product Evaluation Document (I a engineering drawing) along with all components noted thatelis Product components shall be of the material Specified in that product s respective Product Evaluation Doonnorif (I a enomenting drawing) Limitations & Conditions of Use: Use of this Product shall be in sitic-A accoclariuv witti tire itispective Product Evaluation Docurrient (1 0 engineering dirawerig) as noted herein All supporting hear Structures shelf he designed to rental all superimposed loads and shall be of a material :Puled in this Or Oduct's respective anchor schedule Host structure coricistion6which are net accounted tot In ties Product 6 lospective anchor schedule shall be designed lot on a site Specific basis by a registered professional engineer All components which Are permanently installed %hall be protected against corrosion, contamination, and other such damage at all tImsd% This product has been designed top rise within and otilside The High Velocity Hurricane Zone 4HVHZ) Respectlitiliv. i ' jilk lionlardiss. PL, ENGINEERINa ExPREss4I AIR)040549iCen Auilf, 9885 160 Still 1211 Avilhult SUITE 106. Deartlitti.0 BEACH, FLORIDA 33442 (954) 334-0660 1 (666) 396-9999 TiAMOEHISINVIRtNaEN0110111S. CON EnGiNtestiNGETeRiss.com 7­1 7)), 4'40A W ­Q 10 Al E­ Us ITT Lk Lr) Ef) -T 3 o _,Coo" C: BN NT6A LF, �­R 119, 11 IT jr, �� - n I'r �T, URA, 1,' ;,­3 ert K-u. �d�t a A, 'v IT,1 0 v n' Ncliou "Hen I I .A A IF 6zill, 'IT I qll UT NOT IUj OF, NFT Ic -F.-T I'M -11"..., 'o'cHiDLUE, 7 0.5 Al� "1., 1, C :IT -AFFIANKER-Rc "e- 20-31543 IV E If TIME lis"TOM cl III 1C. re, r -1� Hd fjj f I -I- I MAIXIIII-A IIIAI.. NETil ION INSTALLATION DEIAILS FOR SERIES 2000 E-Z HANG STORM IPANELJ.� INTO POURED CONCRETE, CONMIL-21M. ANDY000 ST UCTVff,$ VK E U OIZIRE'T17000AN 4,0 TAPOON CONCRETE BLOCK ANCHOR 0 12, D.C. RLOUHREO, j 1/4'. TAPICON 114.1* NEX HEAD TEK *DOD HCA011F J14.1* MIEK SEAD TEX FROM SCREW 0 A/., FROM AMC SCREW 0 4 Rro"Rry MOR OC, EDGE OF' EDGE OF 09 1/2 AT IT I MIN 1/ 2' FIRAL 4 IE­SEPARANON- EX ST1,49_11 GLA E IS -SEPARATION A/Ir. it To 55 .�V,NLQ Me to CIASS ALUAIINU POP r L= GLAS"t'-f Rivic, IT 6,-0* O'_O MAX S VAX i PAMn LENGTH SI IT PANFi. 6 dsa�@ Ad IF I LEFIGH st _1L M101 .14r* :t--SEPARAT)ON c .,WMREW 50 1 10 CLASS wi OF 1" Tl+Uw"CRFW L 1 4`01 TAPCORI ANCHOR 4 12, CC. 1/4-0 TAPCON EXTSIT 2*.41 WOOD ANC14OR 0 17, 0 C CVrsn;WouBEO Re OR FLAT E M BLOCK REEPLARCE) CONCRETE ENDURED WALL MOUNTING WALL M9AINIM SECTION EZI RNATIVE EZIW ScAtE 3/8-1., SCALE 3/6-1- FLORIDA BUILDING CODE (Won 111119IN velocity Hu One ZoPM)l EL LENGTH MIN. o.441 T&MM M 24 GAGE GALVANIZED STEEL STORM PANEL I INSTALLATION ARE ONLY VALID FOR kw- A'S D SHALL BE 2 -6* IN PIESIGN PRESSURE RATING +/- 40.0 Ps f AND 6 -0 MAX STAn 0 PANEL LENGTH. I I L E C 0 1 it c GLOBAL PROTECTION PRODUCTS. LLC. MET, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4mv � SIR I s�, awc SS". MEMBERS 10 BE SOUTHIERN ;IMF, No 2, W1 SPECIFIC WR FIT' 20-1175 DENSITY OF 0 55 OR EQUAL A. Rw L F1,01.1,64 UF A 87 $am ITE (IF is ALL AMERICAN SHUFFERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) YVIDTH UNLIMITED PAN (PERR TO PANEL S TOP MOLINT (CONN- TIP. TYPE AS RLQ D) UOPTIONAL A`-20 STITCH BOLTS WrT H WASH ERED WINICNUTS FASTENED OVERLAPS 0 MIDSPANO(US�E ""'e" T :MN IS ER, M APPROPRIATE SPAN TABLE) PLAN PLAN I.. Tj 010TTOM MOUNT ICCINN TYPE AIJ RI!Q-D� N'Pto'"l- M BE AT 7611" _1 Aleo,rom --- TYPICAL VER I ICAL MOUNT ELEVATION N T S ELEVAIT014 rap MOUNT ILTHAK CC TYPF� (SPAN "ME AS RtqD) .0851"ItUrTION) BOTTOM qMOUNT CYNN TYPE AS RE(TD) (LCCAFTON MAY VARY) TOP MOUNT (CONN TYPE As�REQIY) BOT TOM MCHUNII (CONN-/ rNFE AS Req.D) (SPAN BELOW OPIE3TRUCTEON) PANELS MAY Be V40TCH ED AS REQUIi-F-D OPTIONAL Y4'-10 STITCH PROV M THAT CONNECTIONS AND BOLTS WITH WASHERED U� VJINGNUTS FASTENED 6 ANCHORS, ARE 'to wHA;H SATISFY OVFFZLAPS 9 K DSPAN (USf` SPANS ABOVE IS BELOW OBSTRUCTION , APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION (NOTCHED PANELS) 11 1 1 ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: �4 �,AUGF PANELS MOIRMUIA STORM PAPILL % I-ARANON I ROM I"Wit, WIND 20104 4 IS ES%tNTlAt fAro ir7f s) - W DISPIRIT A,U__GW_A,1_kU IN%1AUAlONS ti'M NSIAj fA rKUNq,,;R[ATr�f SPAN 11 .1.1 niAN 0ASOVE k5fukUk I MAN 90, ABUn G.Au 606'. 2 16 P. 2_16 is, *lido z 16 IF -10 Ilis t... 6tic. to ill /w Ot ON IS N, :za 135 Us . ... . ....... SPAN SCHEDULE NOTES: 1, ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD 9 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM RANK SPAN. SCHEDULE IS ACCEPTABLE FDA USE WJITH, POSITIVE LOADS LESS THAN OR eQQA1. TO NEGATIVE DESIGN LOADS, 2 "PANEL FASTENERS' ARE STUDS USED IN CONJUNMON WITH ALL MOUNTING "TRWONS I �V TRACK, STUDDED ANGLE ETC) USE 6 25 0 C PANeL FASTENER SPACING TABLE VALlUES ALL H` AND'U*-HEADERS (INCLUDING PT I.= FOND] 'ICYNS) 3 LINEAR INTERPOLATION BETWEEN LOADS Is ACCCIPTABLE. OTHERWISE USE NEXT HIGHER 10413 M�NJMENTFA SPAN '-< Eilol.li.F W1rTT POSITIVE DESILIN LOAD TO GRE.TERMINIE UM ALLOWABLE SEPARATTLOPI FROM THE OPE14ING TO BE INICITIEC TED W. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD - 3 FOR INSTALLAVIONS, OUTSIDE OF THE HVEIZ AND OUTSIDE OF ESSENTIAL FACILITNES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCH�NLECIS 01,01TIREQU=ND NO MINIMMM SEPARATION FROM THE PRO OP 4 Ill IS RED FRANK 0141'. MAXIMUM ALLOWABLE silgill, 1W DFSTGN PRFSSURFS: 10:54 11 001 1, Fwl, NOTED IN DESIGNI DESIGN NOTFS: I 5CHEDULES POSITM AND NEGATIVE DESIGN PRESSURES CALCULATED USE H T IS SISTEM HALL BE DETERMINED PER S E E G INEERING IN ACCO BICE VVITH THE ERPGNG I E IREMENTS AS I RMI I COESSURE NY A MANDE I H , 2 AND 04AP 16M OF THE OPJOA BUILDING OF 9 ALL BE LESSWAM erg UAL TO E POS Ik N ATIVE DESIGN 01, UR RVISOLPISIT PRO E CAP.CIT, P. � - I Ill DHEWN FOR AN' ASSEMBLY AS SHOWN GENERAL NOTES: 01. J. rHLP1PECIFl<ArfON HA_- BEEN DESIGNED AND SHXLLBE %BRICATED IN -, THE --C ACCOKIIANfEWITH III G CODE 0. SENTON7111 EDITION N)E AND OUTSTO OFNNE HVHZ, Peg '00 L�i$ J20% TA1,20LIVIAND IIIIES11ROICCOUS.CONTRACTOR HALLINVESTIGAT! AND darDEM To ALL kL..LDMG CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA 91YON 0 AS STATED Htliffol MAY RICRTIFTE ADDITIONAL SITE-SPErIFIC -0 ENGINCERINC, 2 NO 33�1/3k% INCREASE IN ALLOWABLE "TIUSS, Has BEEN UGSU IN THE DF&I OFTHISSYSI". `* 3 Y-19 ARCHITECTIENGINEER OF RECORD FOR THE PA03trT 56F ASTILUCIII REWITH WHICH THIS DPIQN IS USEDSMALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING 1JRFACES TO THIS DESIGN WHICH SEAUL BE COORDINATED BYT" E PERNn77NG coNTAAcirctit, 4 SePARAT ENGINEERING SHALL BE RqUIRRO ITT TO ORDER D6TVFiATE FROM LOA I, AN It H E A F I IT. C C J N 7 A r T T H I S E N G I I �E F% DF eOFRL IcTREO"N J AT ED n PSAP f I CIA LT, NZAARe, D, A 6 HAY 81 'EM9M. �2 5 "1 De"AffLED HEREIN IS GENERIC AND OCES Ron PROVIDe I"FORN&TI NPICAASPECIFICSITt FCR Sat CONDMONS OtpeeftflITFROM rION THICC11010 SDETALLLDHLPEIK,ALICENSIOENGINDERORKEGMTERED LUI 1 2 r, AR1PItiICTSH,,LLP STAFF SITE S�ECIFIC DOCUMENTS FOR USE IN CORLUIC �FJTUN lym, His DOCUMeNt 0 RRESSURESNUTED HEREINARE BAWDON MAXIMUM TESTED P4A,,rGN RIE, DIVIDED BY A Tf FACT bAll 0 01 4RIMSAI! GRADE S UNLESS NOTED rr Ea�ltrs'rA."I'AST"EN'EIOS'SMALLSECADMIUI.�fUIT CLYM.-EFloill r -E I, ECIFII CO tROSION-RESISTANT 14ATERIAL ANDSHI W, ED 'IFIN AWN94UM STIOLIMAEV BECTION 1.3 BY THE ALUM NUMASSOCIA &ANY APPLICABLE FEDERAL., STATIISNI A.� I AU. -APT PANELS SMALL 5 IT 14.A G 2 STORM PANELS SHALL CON FORM TO 4STIA A632 STRIJURTRAL-QUALItV STIT CA00okLVAN=I)COAnt4GWIIMAMIN��UM�V.46.IKSI L�� 20. ALUMINUM EXTRUSIONS SMA" 09 6UG3-T6 ALUMINUM ALLOY, UNLESS MOM Onli I WISE. 12 TOPS110TIUMO A1UfiSE0WNMANRE1N1fKEANG1!uASF1I!Lc, "" A BE N OUNTED VERTICALLV 04 _j ,',00r',OT'A'LL"I'A','A',�LI'ML.' IZHI. CONCRETE 6 CHOPS NOTED HEREIN �HXT�Sfi EMBEDUILD rci -A NO CRACKED<ONCItE1E ONLY, INSTALL ALL(ONCKETEANCHOKS PER NAN UFACTURekS RECOMMENCTATION6 To I a, Till r ONTA INSLILAn OR R is Kato P151 PROTLcT A. MEMBERS FROM DUEMILAR MATERIALS TO PREVENT ELECIROLV919 24, ENGINEER SEAL AFFIXED HERETO VALIDATES STRQAAL DESIGN SHOWN ONLY, USE Of THIS SPIECTFICATION BY r.Cj TRA Is 'A 111DEMMIMFES 5. SAVES HARMLESS THIS VGINEERNFTO! X. Cost, 3.1 1=' NCLUCLING LEGAL FEES &APPELWE FE . RESULTING FROM N A: - FABRICATION, 911�" IFIECTION, & CONSTRUCTION PRACTICES IN! 'ON D 111.10 wit". LECIUED FOR .1 LOCAL, STATE. s FEDERAL Co.n a FBO. NS OF TELLS PLAN DEVI*O?e if Ij IT AS EPRMSL PROVIDE ME11I,,N1 A0DrrTe5NAL COATIFICATIONS OR AFF ATIONS A RE N`E IBM D It. ALTERATIONS, AID ""ONS OR or" ARE NOT PERMITTED A WITATIE THIS CtFor2FICATION PANELS SHALL SENP'ERMMAN PETTILY LASELRD'WITH AMIN LM OF(I)LA91t ........... . .. ORIDAPRODUCTAPPACIVAL 20-31.543 VISIT ECALCACIIS1643 IN PAGE IT �.. F.0 T INIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT F,, 'as L 0' Cr ir ZA" M OWNI-1j, sk,�, 0, Ir IT Ir 1F 2f- -Fr- -24, 2r ?r, IN I J� . .;;, F Fr -F F - ?F-.2--17 -r U, 27 23 2ar 8 2.ST1lSslT,dAr . Stl� 23' 211 IS, 1 r _5F 30` 311 11" 30' -,W- 011 V It* 331, hLPfrbTA'F` T­k 24" W 21' AW W 197" I lita zs"- IS, zs��_ Ir "r SEE 10 - - Owed McM 211" 24" 24' � IF ?ii;� _�_ -w- - -0 -, - 2. 2C 2 5w. � �11 4=� T 0. 'UN 01 .1-z- A re N V) Lf) j SIFF 1AMIENIM, Ill 1; $� CIR. 25 fter, I" "Ask R,), ..- -1 MooAmlit, -ni- &NONN, 1. EIT. ri-N611 I PTIONAL INTERIOR FASTENING DETAIL �Ly_�14�T S I LU cc cc F_-Z-2. * HO, VNl-PvT­R-Vff-N1' < 0�4`p viu. W, Wsw�p% IJ L. 010 D. M0F IT TRIPS Awlft .1 &YAQ0.0 20-31543 .-hr, of ,.NF, Rduici�­^ 1INTIESS PANC(I �P IQJN GRE PANEL DETAIL M L 'INTE.I.. IWI E Is 51 lk 11, �001 0 QSSW 0 I zb 4� r X _5 A JZV 1--.- -1.4 UA2S I CA TYP., .3 T IF If D&2' %TZ L 1930" 1.9301, il 062 - a (=)0k2 _3 7 2020 -4 2,DOT @-IiNGUE C 3 300" MAY 0 113" [I Mat�h 13 0. L 0,179. PANEL COVERAGE - I. , 1�.. L If I., -14.675' PANEL LENUT &TH) IT DOOD" HAY BE tL SJEN1111 th TYP 6r 1 0 376" ENIN 1 �11,1614" 4_ 0, 090 TYP F 55" �iqo 1:t A, LEC DIAT:TION R=Ib MCK fExm= 1.010 QV=P 4- M1. 4X &2M!MLMldr DETAIL 2r MAV, MAX. W ..ITT' LLJ BUILD OUT IJ I 1. 11.1 ICA LOW IV All �.V, 1 P1,41 ill - N, EMBED V PT I.- wsx 1000, 3 921)" t,,=4 OVERLAP A OV, p 'M' 25' MAX F -C�l 4T,1,W nw� MIN IMAX MIN In, I.' 1-T _Er.,BED gk, 0 Nr Es. 11 ITINE, 11 N-31541 =KIM EMEIEnEm EE01 FM on-0y, f�Fqq//2, ax WO EMIMISIMN BENIN 111111111 1 1 21� �� MMTA." I Als, �on AUCH" PRZ"URE Type (INIFT CON" 111111,49 a C2 CA C4 V1 11 C3 C4 III . cl 114" 11" 1- 33 ,A, K "`X 40 5 ,ir 12.5" 16,0" 15.0� 10�9' IL5� � 16.0" 7�5- 22.51- 16.0" 26. " 6.7' isso" ide� Is a-, ts,�, IIS. a a- 4. n 11,2 ;; 7. S' IZ.5" 16M 14.7" 6.U' 12.5" 10.0-14.7 .0 _IL.5" �2 T' _16.9' 1, 'a LIZ' 14," 12 V. IT T. IS a.- 15 a S a' n S. 12 S' IN. 6 34 0" 14 7' 6 D" I V2CMHAX- 33 WOOD SCREW 41 41 71 _12.51 HLo_ I&V 10 - 12.5' 16.D' 30.8' ,2' 16.0" 14.1- &,- 12 S" ASA" 9 7" S.W' V,T� M.0" 9.7" $�V' _ILIL 11.1' LZ S` 1: 0" 11�1� 16 01' 9,11, I 1 5�6- 11 T 12.1" 1,1: 9.6" 56' 11.1: 12 "' 1. 11 1.1" 16*0" W V4 Is �Jls olifeir 33 TAP CAN 4 40 ON-amomum sa 1Z U-S, 16'a" 11.5" 124, 1 10,Z 1 6 QT' 13.3 12�!V' 16,0 9.2 0, 1.2' 9.." Iz.V1 -725-1 i 6 011 1, 12.sT 16 .0 g, 1., 12 5 - %610 1.1 17 6" 7011 lo$, 1401, oil, 12 , 51 12 S. 1�1 a' ISAII I 60 A 225 W, �::" S,t' 1. 1 V.7r.-fillsium- 23 All 41 '"KID, ousylmc 46 it 1 1.2.5 6.01 S. a 51 S. - IT=- 73.1. 53. 43. L1,11, %da, y 0*1 AZSE' IZJ" 40' 4 3- 5 23- 12.4' 4.11" 4.2- L2.5" ISA' SN' 6,25" 2Z.J" 4.7 4.0' 6.25" 12.3' 4.7" 4 Q` a�� J4.z-, 2=1 T� 7 in. &25' 17.1- 4.7" . 0' TIES, IZIF. oV, ANCHOR NOTES: I TiFICHOR SCHEDULE APPLIES To ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHORSPACING MA?UMQM ALLOWASUE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SKALL APPLY, EINTEAL ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EYISTING 57RUCMRE MATE RIN- A ANCICR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OP. EQUAL TO SHUTTER 5-PAN.$kLe'l CONNECTION TYPE EASED ON APPROPRIATE MOUNTING OCINDIFTION (SEE MOUNTING DETAILS ON SHEE� 2 FOR IDENTI FICAFION OF CONNEC1 ION 7YPE), I PANEL FASTENERS" ARE STUDS USED IN CONJUNLTION WITH ALL MOUNTING EMUSIONS ('B�TRACK, SIUCIVED ANGLE. LrC I USE A 75" O.0 PANEL PAXIVNLK ­­ TABLE VALUE5 VUH ALL'14"- AND 'U'-HEADEPS (INCLUDING SUILDOLFT CONDITIONS) 4 ANCIEPORS, SHALL. BE INSTALLED IN ACCORDANCE WITH MANUPAL-rIJP.ERS'kECOMMENCIA*rtONF. S� HOLLOW DILOCK HOST STRUCTURE SMLL CONFORM TO A57,M C90 INLOCK. 6 MINIMUM EMBEDMENT SHALL OF AS NOTED IN ANCHOR SCHEDULE MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES SILK03, FOAM, BRICK, AND OTHER WALL FINIS14ES WALL FINISH eS SHALL BE LJMII LID TO L/4" MAVOR SHALL Of VERIFIED By OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCrURE 6. CONCRETE ANCHORS, NOTED HEREIN SHALL BE EMBEDDED TO UN,CRAC0D CONCRETF. ONLY G WHE RE EXISTING S FRUCTURE LET WOOD FRAMING, EXIST] NG CONDMONS MAY VARY. FULD VeFury THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING ME MBERS, NOT PLYWOOD. PAISTEIIIING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECEE, to WHERE ANCHORS FASTER TO NARROW FACE OF SILO FRAMING. FAsrecim SHALL DELOcATED IN CENTER OF NOMINAL 2" X 4' (MIN�s WOOO STUD (Y," EDGE DISTANCE IS ACCEPTABLE FOR WOOD F"AMING) 0000 SIG CISHALLSE "SO1JTHERNI`JNE'G-O 55 ORGREATER DENSITY, LAG SCREW SHALL 14AVE PHILLIPS PAN 14PAD OR HEX HEAD, I I REMOVABLE ANCHORS ARE OJEWALT PANELMATE, ALL -POINTS SCLID�SET 11, BRAS5 BUSHING 12 MACHINE SCREVES SHAL-L HAVE Ill- MINIMUM ENGAGEMENT Of THREADS INTOTHE BASE ANCHOR AND MAN HAVE EITHER A PAN H Aali TRUSSIHIMA� OR WAFER HEAD (SIDEWALK BCILT) U N.0 11, C� MINIMUM EMBEDMENT AND EDGE IST Nce 0 'LU G STI)COO Oft OTHER WALLFINISHES 14, M DEEIGNAtES ANCHOR CDNDtT1ONS WHICH ARE NOT ACCEPTABLE USES is * DIRECT MOUNTING CONDITIONS tE LINEAR INTERPOLATION IS NiCs"PERMITTED FOR USE WITH THE ANCHOR GCHEDULES LISTED TIN TKS SHtE-r DOM LAW so F4 ul 3� PI Q 1 20-31543 1 Q) W 70 > 0 0 (3) 0 0 0) CZ -0 (a) 0 (_5 -0 0 C__ L_ ED- (a) CU C_ C) .0 -I-- CU . W 0 CZ > U) -0 Q) Cn E , 0 0 L_ 0- :-E 1— -0 . - U) C)- < Z Z W mi (D U) cz 0 L_ 0_ 0_ 0 Cu 0 a_ U) CIO 120 W Z __j SHEET NO. SH 1.5.