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HomeMy WebLinkAbout36365 Flats StCm v x m r- N L0 0 C cnCr C, 0 oM to O 0 J to N 0 I N m N L0 0 41 C Cr 0 Q M C, 0 0 J N 0 I M i Ln QEI Cr 0 m C 0 3 Za N N a E F�— E O J tZ U v C, U i wy+ 0 0 v J N r7 rM O P a� 0 0 0 a N 0 0 0 w a m 0 cn AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DIED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor DATE 08-20-15 ABBREVIATIONS FIX or FXD Foxed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul, Insulation INT or Int. Interior K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. ILL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror MIL or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain FED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parailam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PWorP.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf Sc Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VLorV.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDWHDRorWDW.HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS VERSION DESCRIPTION 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 02 21-18 REV. 06.23.22 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 5.2 ENG. REVIEW FOR 150-C MPH 12-19-20 6.0 FBC 2020 CODE UPDATE 11-29-21 7.0 ADDED ELEV KLM PER C.M. -------------------- 2575 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLOOR/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. 0 CZ2 %C p y E= ,d U�1 0 G4Q 0 N L s •� ;, O pp�'°d:si07?a9iiyi To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. f N W gl� 1104 d E S N p O M U N o0ti V d,mom O N n pap� Too0 3 W (n W ' Q O r- LL W W M O a 0 � V W J 3 d Y r L� Z u 3 z Z J a O O Cc, ' , W O k W in rn°'aJZ O 2' O W ZLo M Z U UU N FF Q OU Z ❑❑❑ W z N M o Z N z � � � J La- E3 n M V) a U (3) 0 u- 4--J (� crn w V O w 0 �— co U �' 7 t — z lam'". 11> � _ CU o m c U' a° Q N O) o W CO r , Z C g Z Z a E =o oo zo Z<N Q O Z® vg Uo E3 E O �t o cn '- C < o � .0 a m .9 <- Z < Z �z 8< z go U, T a �� a NW o w< ;o v oIQ a o �CD J �-�LO ��— CM CID O J o r U) o cV M m L LO o co O Lill L N L f) CAD CN Q M j r E E co M Ce) o Z l0 z O iii �.. ` co a U � ¢ o J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. C S I m U-) N L >v 0 Cn 0 a 0 0 J N 0 I N LO r` N L0 v C cn 0 IprJ O 0 J N O I M L v V O a N N 0 In_ y 0 S v J LZ rn 0 U v c UI y a G O J N LZ N 0 M 0 a 0 a 0 0 W a m 0 0 TYP @ 2 STORY J H.B.t S6 (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 1 ' S3 AC PAD AC PAD r UP I I I I I I I I I I I -_ 16R 12 3456 �11 I9 7160 - - 10 FLOOR G.T. 42" SLOPING o 11 - _ FAMILY ROOM HALF WALL (3)2X4#2SPF 12 _ - - - _ -- -- M O I o0 N f = 8'-8" FLAT CLG. W/ (3)16d CARPET TOENAILS @ Y PWD FLEX BASE $ LAT-C)_G GG T E 8'-8" FLAT CLG. O c=n 00 * CARPET S3 "' FLOOR G. FL M PLUMBING LINE N ` TO SECOND (2) #5'S `" 0 X WALL 5-SH o? FLOOR o T in 2068BEF.P ---HDRAT7'-4--- _ - - - - - - 16'-4g' 31-811 T-8" T-6" 6-0" 4_2" I JF� S6 (3) 2X4 #2 SPF W/ ~ O O ~ O r FOYER O 1 0 CD TYP @ 2 STORY (3)16d TOENAILS @ OI 0 �I O OI �- 3068 8 8" FLAT CLG. I I BASE 0 O O TILE -- - I (2) #5'S L LL LL - - - - - OL r -- - (3) 2X4 #2 SPF W/ o W.H. (3) 2X4 #2 SPF W/ CC (3)16d TOENAILS c„ (3)16d TOENAILS S3 BASE N @BASE @-------- --- o o 2'-6" BUILDER TO PROVIDE I D I I I S3 I I `° O DINING ROOM APPLIANCE PROTECTION WHEN REQUIRED PER FBC ENTRY o 8 " FLAT CLG. 8 8 CLG. PATIO CARPET AFFFLAT - - 2 CAR GARAGE I I I I I I _ 8'-8" FLAT CLG. AFF I I I 4'-0" 11" 6-6" 4'-10" 20'-6'r I I I m 1 I I I 10 1 I I o l Ile EDGE OF SLAB 2" r BEYOND WALL o� I I I I Q I I 1 n n L----------J I S t-------------JI '- -. I = I 1 co r 0 N Q 3• 36 36 _ - 3 _ CC I H I l j l - -' i S3 I 1 1 10IUJ 10 I m IQ KITCHEN ,�y 10 8-8 FLAT CLG. H1 I - - - - TI L- LL `q 1 2868 � 4'-8„ I I I 10 � I r 12'-8"..........w I I I I I 1 1 I I -_ -- 24 - Y4 REF, 2668 B.F. 2x6 WALL I K I S4 I I _ OPT PANTRY = VERIFY LOCATION L 16" DEEP _ 1 ----- - - - ----- - o S3 ELECTRICAL PANEL N 5-SH - I N I N 15FET771,1H III III Hil J S6 TYP @ 2 STORY VERIFY METER LOCATION WITH BUILDER 38'-0" no 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 251 S. H. 13 20X38ng 184X37iq S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20X72 184X711 S.H. 11-12 271/4X26 26X254 S.H. 11-13 271/4X38J 26x37�q S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 a 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 50 J 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S. H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 a 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 0 +28.3 / -30.8 O +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 OG 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 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "6111 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 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 S T L O OR P LA N `� L E VS 1 EXT FRAME 2 x 6 R-1KRAFT FACED FIR F E CONDITIONED CEILING RBLOWN-IN (INSTALLLL 3 BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4'=1 r-0" (GARAGE / LIVING) N C �CO Lu 0 cm , 4 u3 � , co M CU �a 7 M N O N 0 0 M �Ad `�4� � 7iat � •i�ti 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 E S N O II� V 0 C LIDJ ) 00 r-OJ N - . LLL cn IN w w �m�v w a LL c Y r _I o_ _J (7 Z Z$ *„ a t N C O `� 0 w o = S o i W W o 2� rn ¢ J m « Z ILo X o w N I Z U 0 H do ❑❑❑ z N M 0 0 z W N z � � Q J d N E3 M LL T Cn U O W o (�� �✓ N �N U) U � J E C) o e N 0 o w M C, J ¢ O z Q U_ ,6 E Z. o0 >m ¢� E 00 0 0 E 0 �z �o ¢a �z m2 We m J We a w go cn o o< Q0 a �o a� y0 v A as 3 NO 2 >� J '^ L / m a CD � � M 3� T_ U 2 N M m N L O L Y J T � V J O O nl LO o 0) N M N LO Q T- °) E w co M M o z E .. Z E O a a E t� � ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.1 3 m LO r1- L0 N rn u7 v cn0- 0 0 J N 0 I M m L0 r- rc cV L0 0 rn JD C) to 0 J 0 I L0 LO C cn Q v+ Q N 0 i a E E 0 x c J N a� tZ 0 0 C-:)I y Cl- 0 d. 0 •U J IL N N M v 0 15 a M O CV v 0 W Q m v TYP @ CORNERS U.N.O. REFER TO SHEET (ST) FOR MORE INFORMATION 16 '- 15 2x6 BEAM-) 14 SLOPED CEILING _ TO MAINTAIN 7'-5" 13 HEADER HEIGHT 12 I v 2x8 #2 SYP JOISTS @ LANDING 11 @ 16" O.C. w/ SIM PSC N A35 Q CLIP OR LUS26 HANG ER TO 10 LEDGER U I C1 2x12 HDR, w/ (3) 2x S DS AT w 9 OOD @ EA. END FOR BEARING "b� LAND N STANDARD (3) 2X12 I f; 8 STRINGERS W/ SIMPSON A35 CLIP TO HDR. i? 7 6 1x TREADS (TYP.) 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD CONT. 5 @ 16" O.C. HANDRAIL LO 4\ 3\ 2 \ THRUST BLOCK SECURED TO REFER TO SHEET (ST) FOR SLAB w/ 1/4"X3 1/2" TAPCONS MORE INFORMATION I @ 16" O.C. STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 318 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. rIN rIN CONT. HANDRAIL RETURN TO i WALL DETAIL(:A) &CALE: NTS kSEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER MIN. (3) 2x STUDS REQ'D77 GENERAL FLOOR @ END OF LANDING CONSTRUCTION NOTES BELOW HDR. BEAM. = 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP STANDARD 3 2x12 () 3 MP34 OR LUS26 HANGER ON STRINGERS w/ 0 EA. SIDE SIMPSON A35/USP o MP34 CLIP TO Z MASONRY OR WOOD WALL, FLOOR SYSTEM OR tr SEE PLAN LANDING FRAMING o 2x8 #2 SYP (P.T. IF MASONRY (2) 2x HDR. Z WALL) CONTINUOUS LEDGER REQ'D @END OF a w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR w rn TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-T MAX LANDING LENGTH HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S. H. 13 20X38J 18�X371 S. H. 14 20X50J 184X50 S. H. 15 20X63 18JX624 S. H. 16 20X72 18JX714 S. H. 1 H2 27 1/4 X 26 26 X 25 4 S. H. 1H3 271/4X38J 26x371 S. H. 1 H4 27 4 X 50 i 26 x 50 S. H. 1H5 27JX63 26X621/2 S.H. 11,16 271X72 26X711/2 S.H. 22 37 J X 26 36 2 X 25 112 S. H. 23 37 J X 38 J 36 1 X 37 3/4 S. H. 24 37 � X 50 � 36 4 X 50 S. H. 25 3 7 J X 6 3 364X621/2 S. H. 26 37JX72 364X711/2 S. H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S. H. 33 54 X 38 52 X 37 S. H. 34 54 X 50 J 5271 X 50 S. H. 35 54 X 63 52 4 X 62 4 S. H. 36 54 X 72 52 4 X 714 S. H. 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79 X 59 N/A S. H. 141C-145C RFV 10-1-20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'4" 2x4 SYP #2 16" O.C. 9'-0" 2x4 SYP #1 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN T-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** SECOND FLOOR PLAN - ELEV-B1 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 66M4"" NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND INIININillllll - 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 11131" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING GARAGE SEPARATION SCALE: %4"=1'-O" (GARAGE / LIVING) R-VALUE / TYPE R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) R-11/R-13 KRAFT FACED C cma 00 C " a, c y a. M 0 N 00 0 o '' l- .S ! . e%%, 6,,�1,`� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. yam. W v E O N 8 N N 0) 00 8 r �V # 0 N C9 v �0rNi � a a a a N LL; a ?� U Q Z M C o 0 C, pu/ N O m W C) W ks W m rn r Z � N Z U� 2 Z N M U n H o 000 r. W W z N 0 0 z z o U) -o Q �_ In N z � o +1 i w � � m U 0 w j N c U �g J....w v o N ®® N m r_ o w M CJ Z Z Z < UL a E h z ij os z N z ES F- ry o ? o o E o ❑ ¢a CD KO wg W Z �w 03 c ao mo of O O U ym Z F Z m J <� ¢Z ZZ C3 on z no CA) oC) w LL � ao a z W x� m s d zl¢ 0 3 O >r J LO m a N Fes- M � J O T (n N M m L ' ^ V1 r• W Q fncc O M C:) Lo LL 04 � (D N LO L N Q M j r E M CV) ° z MO Z E E N E U 0 Q v J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.2 3 J m LO LO C`4 0 Cr O M d- 0 0 J to N O I N O] n N a M O J O I N Lf7 0 7 0 Q1 -L N CL E E O S 0 J to ;n U 0 a_ 0 O U J r7 N O 00 M c a 0 a N O M 0 0 w s a 0 KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW PAN-FRY Ib HOOD O 460 OPT. REF. 00 4 0 � RANGE O KITCHEN 0 50 MIRROR � p M 0 0 0 0 0 OWNERS BATH MIRROR 0 00 TUB/SHOWER FINISH PER FLOOR PLAN - BATH 2 u 0 cn 0 CV KITCHEN 8 INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD Z � 24" TOWEL BAR TOWEL BAR IN a W ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR -- a ON BATHROOM WALL o _ SHWR. O = MEDICINE W CABINET 00 I _ VALVES _ o TOILET C0 SOAP o0 r PAPER C0 o DISH 0 �j O0 HOLDER 1LID �O~ O~ CE o `� o _ 0Z 0Z d` 1 M O > CV > M O coM M M 1 N TUB _ _ _FIN. FLR. - - - SINGLE ROD 42" H UPPER CABINETS 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 11 0 36 H BASE FINISHED CABINETS - o COUNTER TOP " 30 H BASE 00 Cn a O 2x r >_ LO 00 FRAMING 1 /2" GYP c? BOARD - r FIN. FLR. 1 '-211 CABINETS - +=1N 1 T CV N CV FIN. FLR. _ I U BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=V-0" CI-4 00 cz e Q o 6Pi �.d ya CD is a m rx. .. M O N O M O 0 P 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. IN O� E N O M O a 0 IWD 3 LL a o- M o Q Jv LL a Y LL(7 z _Z -C V' O 2 p y m w O W Z 72 J Q (�c� J Z w N Cl) Z U O F= OU ❑Q❑ Z W V M N M O � O Q � eN� U) Q � J C� vi C7 z aC3 V! o LL r/7 W U`�� o �N L�u o C N in (� r U � c W J an �`FW t— — E ml'a i .c L $ U o y Q 0 • N r o J w M M J m ¢ o0 z z L _ (15'E m z -o<� > m Qo v Q= za CU o o oo Q wo ww ._ t O J co �o m� Or U h D O1. m Q W �z a co T 3 o � a z �w d= �3 p wF a0 M � zI¢ OU 3 > Y ,-. (0 O d' 'Ile O p U a+ M_ "o m L / r L,n I u C) O 0) C14 L0 (00 CV Q c) E M ° z z O E v; NCU f6 E 0 0 "0m a)a J Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2 m n CV LO LO m 0 o- cn 0 O O J I r� m N LO 0 0 7 CN O 0 0 m Cq O I M t[7Ln L r' (n 0 Q rn O a N N G. E 1-2 49 E 0 2 G C J Cn N r7 E2 U v c� Cn -15 i a 0 U J N L� M O 0 0 a N O M 0 0 W s a m 0 —100 00 00 zo N EXTERIOR niLl PLASTER ON FRAME IN 25 SH 25 SH 1" x 12" SMOOTH TEXTURED FLASHING��� TRIM / BAND �- -- T.O.P. HDR HGT. 2nd FIN. FLR. T.O.M. )R HGT. FIN FLR SCALE: 1 /4"=1'-0" FIBERGLASS SHINGLE IAICTAI I r-n AQ DCD 12 12 �5 RIGHT ELEVATION - 131 SCALE: 1 /4"=1'-0" 4t 00 1 ENTRY COLUMN DETAIL SCALE: 1(2"= T-0" REV. 09.24.21 a® CL- � gx s « X7 c Q 7 �e 2,. CM O E! CID C > a a uJ+ O F 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. w a E US a o O m th N � V O a0 tp # LL O ua H if Q x . m d a ai a w C J LL O_ Y C7 m rn Z 0. W y� mw< intern°' w Z LO Cl) Z U G H .n z N O U ❑❑❑ xfi N M O � Z C N Z o Q � J d_ E3 U) N C) N Z � o � 4--1 cn m U OLLJ o uss �N � 5 U � c w ram— E n 9:.,•, L Qj z U o N C rn s co o Q0 M J ZO y � w z Q co E zo o >N ao E O o a f— r0 O rjCo g ¢ 4 00 0 O �_ E ao �o �z as z Go mg 0 O � � OU O ZF m Q W zz 3 0 z 3 � C0 a w m 0 a� dZ J - 0 MjM rr oIQ -0 d F o 3 .� p J > LO LO m Q c� M YCT N M m L LO 2 Icy) O Li7I -� � CD LO Lf7 N Q M ^ r E c M �j .. o Z m z E a m E ui CU o a) d U J Q Q JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3.1 3 m r LO 04 cV r0 L0 a� v Cn Q 0 J N O 1 N m N L0 rn M C) O 0 rn 0 I N LO v N O .O C_ 0 FV— Q r-0 O E 1° N E O _ 0 N LZ U v 0 �I U N -o d c 0 U J LZ N O 00 c 0 0 a CV O M 0 0 W s a m 0 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 5� 35-SH CJ CJ 12 �5 T.O.P. HDR HGT. ---------------------------------------- 2ndFIN' --------------------------------------------- 6'-0" FLASHING 14'-0" FLR. --— — — — — — — — — — — — — — — — — — — — — — — — — T.O.M. CJ / WEEP — CJ / WEEP HDR HGT. ------------------ TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 35-SH ------------------------------------------- FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 12 5� 5068 SGD REAR ELEVATION — 131 9' RIDGE VENT SCALE: 1 /4"=1'-0" EXTERIOR PLASTER ON FRAME —� 25 SH 12 FIN FLR _ �_ _5_ 2nd FIN. ------------------------ ------------------------- -- -- ------ - --FLR. - CJ CJ T.O.M. — — — — — — -------- —---------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- 1 '-0" ---------------------------- CJ/WEEP --- _ _ _____ HDR HG L 2'-0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) LEFT ELEVATION — B1 SCALE: 1 /4"=1'-0" FIN FLR 00 N :100 b N. REV. 09.24.21 ems cv 0 00 Of R , ,._;9 a— 6 y ., Q M CN 0 CV 00 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. W E S (': 4 y.ENE 0 N O � N c N cD O # . ,a Rwit co a) # w w V 0) N O a 11 d w • 0 o_ LL LL 0 O Z " v 0 o o J � y Y M O 7 (6 (`1 (0m Lu Q W fn��� Q Z ` IL Z w oo M Z Q OU 2 z co oao n o W Z N c+J o z N z o � � Q J 0- In r- N ^' /n w V o o 0 �N w o u) w E U o N C � Y N c, O J W c0 M M N ¢ Z Z Q i LL Q zo �� � >m Zo Q E U o Z °d {cu uo 0 E &o ° oa coo az wZ N ao 0a mo d O2 oLL Zr m J yo Q aw z c n o5 o gz a ca N W , �_ 2 1. 4 0 ao v 81, N O J >r m CID O J C O p _ U r C/) Q Iii-a O O� I M O L o LL LO L0 (0 CV Q M h r Ec M coC'7 Zo m z E O a U a q p -j JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12' CAP CAP 2" *NOTE:--- 1" RADIUS N FOAM TO BE USED 2 ONLY WHEN 2" REQUIRED BY ^ 3 1/2" RADIUS 1/2" RADIUS io 1r COMMUNITY r� 3/4" RADIUS 4 1 -54 c� 00 SPECS. IF NOT, "' MIS `� DETAIL TO BE 1" 2" OPENING VARIES 2" 1" 1" 00 BUILT W/ STUCCO. 1/2" RADIUS .•� 1 rr 1 rr ® r 1" 4" VARIES 1�_p�� ri EDGE OF _ ''N f� g "7j �• OPENING VARIES 1 VARIES 0 22'a- M 12 VARIES 1 1 � re N N 1 rr 1 r prr 1 rr � 1 1/2" RADIUS f ,e 4irr L' .f 4" _ 2 1/2" RADIUS 1 n 3" 34 4 N c0 €1 W rM (O N VARIES 12" 3z 11" 32 � Ala 1rr 1rr 1" 1" 1" BASE • BASE r 3rr 2 2 3rr 4 r 1 r-8rr cnTv 1 rr 1 " 4 4 3r M 4 , • �O 00 N 4��Lartf�' o 12 t,E�j N. *NOTE: VARIES 8" 2rr FOAM TO BE USED q� \, itl ONLY WHEN REQUIRED BY d - t COMMUNITY 1 6 SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1'-4" r� =la ST °� E F �, f DETAIL TO BE 2rr 2rr—•r BUILT W/ STUCCO. EDGE OF Err 2-4 • ' d{..,"; '+.3 i'`,' /-. t• : 58���w 3 OPENING �— J m • - ro 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, j O the structural plans and specifications contained within these N 101, (V drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for LO �M the structural engineering portions of the drawing pages bearing a 10" 6" - Engineer's signature and seal. 0 W E o N N CO O4- Id' �p Y.S •• N NO ® 'Z0' � It4' � wJ o c a Y o u_ ii cc)07 IN M ly V a O U Z O �11 { ..+ NN CD co Lu Lu Q co TO r 13 Z rn Z>^ O .0 t_CO p �+ 6rr W_ W W rn rn ¢ m 1rr 2rr 4„ 3rr W J0Z im 2rr o<oW 2 iv 2' M Z C M Z Q U 2 > > N Q U U H o ❑�❑ m T W c'J 21 1-1/2" THICK _ M o 1 rr M 32 z N M 4 ro o � rM N � `la 2'-4" 0 f 52 1 5 511,7" 4rr ti E3 54rr 1 r-4" 3rr (�1 O W =1N 174, - El �� C/:` 0 p N 4° 1r, 12 VARIES VARIES O ,,ct� gJm oV) rh irr N ~ LO (n 21 w m W E � Q 0 rr 0 a° VU o N VARIES VARIES c Y ® G • Q N O 4rr 3 i r, -- M o z4 z 2 Q oo J 3 _ �a 6" 4" KEYSTONE F11 0 YSTONE F11 f` _aff Q o sLL " w� - 7-------- a i� �1' �, OPTIONAL OPTIONAL ® o w �qj ti ro 00 cV 00 r _ N N C o f o O Ct7 to ^ lr 1" - r a C a Q 0 2 4-4 3 `° 4° z a 4 _ wo ' 4" GARAGE DR. OPENING 4" 3 4 FKE " WINDOW OPENING 4" 4" U, m o zz 6 p y O NOTE: v 2 a 2 ^IN a M • INSTALL OVER STONE, TYP. z Z • FIN. TO HAVE TRADITIONAL <a z W m 3 VARIES • FOAM/ EPS MATERIAL IS aLL LOOK &SMOOTH FINISH 1 • • • Jw N ACCEPTED o ;0 v NOTE: �I` c • FIN. TO HAVE TRADITIONAL LOOK & 1 s 1 1 2'-1'r 1'-4" O SMOOTH FINISH 14 1' 64" 14. 12' 0 2" •FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' 54' c'I T-8rr 7" 10 4" 3r_0rr 4" — Q -0 1 rr 10" 1'-4" 10" b iv � � M �� �' (0 O Cr O o `° IN U (V �e Y a", in o N m �° 4.1 Ln 1 rr o r (A O 0) 04 CIO N 'Q6�, `r �I u- CV') M N — N Q CD 45 M ^ r c CV) � 0 �Mz E O N •Q� n U _j ¢ CIO o v aO c 1" Rio- 12r JOB NO : 23-02469 SCALE : AS NOTED o N SHEET NO. GENERAL NOTES: M� 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH i -o m n N L0 C Cr O 0 O J N O I N m r— LO LO L0 tn 0 Q IM 0 J M N O I N L0 Cr C 0 Q N 0 i a E 0 x `o a 0 U, EE 0 0 0 UI U a� 0 0 U J N LZ rn O 00 Cl- c 0 0 tM cV O 0 0 w m N ---------- ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699, 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN (O% EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE9 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) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range ON #6 to i .7RT MO 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.—� INTERSYSTEM BONDING TERMINATION PER 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250,52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. AC PAD AC PAD -, DISC WP GFI PATIO WP GFI H.B. I I / I I FAMILY ROOM--, ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRED \\ co TO LIGHT AND SWITCH ABOVE ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE `Z\, 12`LEX t� 1 FOYER— . , C.M / PENDANT AS / CH \PER SPECS DININ���Nf GG FJI WE b in DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS I Url I ------- UC— J- ITCH lz�l REF. OPT. -- J.I. — GFI @ 44" A.F.F. 2 CAR GARAGE GFI @ 44" GAR. A.F.F. DOO GFI i I_ar _) VERIFY LOCATION ELECTRICAL PANEL VERIFY METER LOCATION WITH BUILDER R ------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IRRIgATION GFI WA.F.F------ WP GFI H.B. 15'-0" I f I I I I I I I L f I I I i I I f I f I I I I 1 I I f i I I I I I I I I I I I I I I I I I I I I I I I I I I I _I r` I I i I 2j1 �R JI" I I I I I I AIf VTR MOXI 1111 PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ENTRY FIRST FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" 00 CLI CL a� M Cn G tj M N N ��1gSi1�P�sdQfA3 O V `•�C E•NQU No r =7.7. 0 ! V ^ a b n �- ®a !' ' S T A i v ti F C" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �p O �E04 M U N ro offiv v N CJ r 0 7 to w W �ti�a � w rrt �8 m ° a rr 0� s w LL lL o_ Y _ @°rn boo t N O a W � 'm c5 co m J ���¢ z co °crow N Z Q U 2 M U 00 F- N OU ❑❑❑ N M O O O 10 o — � � N M a 1) cD a U7 U g O L to o y U FAr I C N-10 N O lolls w M �z Q a C E Q zo .a o >m a� z© ❑ o ca I— rO -0 o o E oc CD (13 ao Qo �z �w = C/1 L to m 2 a� az �z 5 on z go in az o w¢ ;o a ou V zl¢ 3> 12 O J >r LOrn L Q 0 H L- Ce) 0 � O O ,— U) o �- Q) N M �,_• m LO L i + /L� V J a) LO u M O -0� � LS') N N Q M c0 j T ib E c M M M Z Z E O tia m a E c0 ¢ ai o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4.1 3 x J m tc� r` N LO v Cr t) f0 O 0 J M N O I N i m r, N L0 to Cn 0 0 0 J to N O I N i LO lD r O v+ t"— C1 O4 i a E N E O 0 IL 0 v c U ti i ti 0 v 0 J N r7 0 M O 0 0 d ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC MAIN 'W O 50=2/0 200=4/0 4l0 in 2" Conduit 200 amp 150 amp UNDERGROUND DisconnL#4GROUNDING SERVICE BY POWER CO. INTERSYSTEM Bare Cu Ground BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTI LITY COMPANY. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH '4. � FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) FORA ARM CH CHIMES (OPTIONAL) SYSTEM — PB PUSH BUTTON SWITCH (OPTIONAL) kD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) FTV]2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN �A IL� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SECOND FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: %4rr=1 r-0rr cv cat 0 c.a y4 i $e s ._ cu >d 0 M 0 N CIO 0 o LEI,—at,� w G) No PE.7u'J t m 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, µl W W 4 Am Amok C) E df1 N 0 co b N rm v O 01 # ♦� WO CoC W N fA iz r D u w N Q N CD a, u a d r t J n L rn J IL Z 00 L V O 0 0 '� m W .,=s W Z CV Co Q co (n ¢ z 00 Ljj Cl)Z O Z N f=— OU Ell I W v M o g Z N z o � J Ln M z N'1 0 o T LLJ OLU U C �N Y co U a W J to _ zl U o y e c W . N ¢CID o w M M J ZO z Q LL (iS E Z. O Zo ¢ N E z I— rd O o ECo 2 OU a wa -0 p H ao wg aC �om� QU o0 Zr Z J a �z go m oZ _0 m V O a O- Q U Zi .N O J m co m m L , LO l o LC7 O N L O c(0 CV Q C0 ^ r— E w E M CO z co Z E O U) E 0 d _j Q 0 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4.2 -1 -_ -_ —_ - — I- I , I , I I , ii , i 1 11 1 .1 , I I I-- I __F__ r T I --T--- T_ - I -1 —1 1 3 2 J m LC) n N Ln rn ID v o- cn .a O O cc N O I m N LO v cn• O Q M C) O to J rn 0 I N L O 0 "L Q M N N v E rn E O 2 c J N LZ v pcp Vi U 0 U J LZ r7 0 M v 0 0 a M O N 0 0 W Q m '_ONE-1 ATTIC SPACE '5 SQ. FT. ROOF PLAN - ELEV-B1 I SCALE: %4"=V-0" IIQ car c N 00 c cs CIL � rain i;tr G7- id n_ Co CD Sri - M N O N CD O L F/ `�� • 8''s �%?r, `tea e°' ,�•�Y• • No �, 50 • : cr z �_ -}' .S I Fri i s� Q i= Z.J To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ,Q V dCq o E o N 8 C O 04 O J O N M � 'u w v EL o_ Q 'n cNi a Y J L, L.L U) z rn 0 O Z W f @ U Q -I-o x p N J W(/) Z LL _M 0 � ¢ m C rn J z 00 LO N Z Q 00 2 .. P W N M Q U to H Z N M O � Z Z n eC Ur W M o 4--j 0 � N w oJAA U) ca i W J U ) N C co 0 s � o MN M J < z w z < U- c6 E E o z� oLL z wCU Zo N 4 H rp O C cOo C �0 p Q ° o 00 U p < a z L (� _ C m Q: ¢ o wy w0 W 0 m r Ott Q w U3 o� ¢O dz W a 3 o w20 � �w =K a ii r Mi �O M Jw aF �x �O x x F C) L , ^ u , rn Q C7 � � M O O Nt O Y _ � Y U M W mLO V L O CID LL co O CV U-) N Q M - r E co M M z cc z C E O 6i CU f6 a E o U Coa�i Q p I -i JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 5 c c d A in M i H.B.t 43' YP@2 J STORY S6 ■. ...... . � . � ... ...... . . �. . . .. .... . . . .. . . .. ... . . . .. . .. ... .■ CPA AC PAD -- — -- M� ----I— —�---------- — — — — — N — tS3—co � - � 5 -4 d 16'-3" TYP @ 2 STORY \ HVAC CHASE \ BASED ON r — — I 0'-0" I J S6 ■ ; LOCATION ; ; INDICATES FILLED CELL w/ 3000 _ PSI CONC. GROUT FROM FT. TO I C? \ I I BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ ALL PLACES I N r 5'-416" r f SHOWN HOOKED FTG. DOWELS 5" t I "' _ EMBED W/ 25" EXT. ABOVE SLAB r 11 t "GRADE 40 STEEL" o�J cv ;n CJ I ICJ t CJ GG S3 PLUMBING LINE , I I STUB UP TO �. • TO SECOND I iv I 2ND FLOOR -9" -0" ' FLOOR 74 IFOR A/C ...... —jr-6" 2'-6" x V-O" #5'S E.W. S L ■ ; I TOP OF CONC./ PAVER TO BE 4" O 0'-0" o S3 0 TYP @ 2 J BELOW FIN. FLR. I PROVIDE Y2" x 9 Y2 9 SLOPE I 2'-6" x 2'-6" x V-0" M STORY S6 I RECESS FOR FRT. DOOR I :I --------- — ------ ;■ _ -4" W/ (3) #5'S E.W. — — — — ■ — _ ■ I— -�—CJ— I — — — — — — — —F — — — — — — — —I o 1 (2) #5 REBAR I q_�/ BUILDER TO PROVIDE CC VERTICALS w/ in I �y (V (2) #5'S iv It 3-1/2" MIN 3000 PSI CONC. APPLIANCE PROTECTION S3 FILLED CELL N 1/8":1'-0" ESLOPE� PROVIDE 1 Y2' SLAB FOR HERNANDO I I ` WHEN REQUIRED PER FBC 2 STORY I I q I I RECESS FOR COUNTY ONLY 4 SGD. REFER TO 3-1/2" MIN 2500 PSI CONC L I MASON'S SLOPE SLAB OVER 6 MIL L S3 I FOR WIDTH VISQUEEN VAPOR — BARRIER c' ■ : I I T ■ CHASE ( EDGE OF SLAB 2" TO I I BEYOND WALL KITCHEN ISLANDI ISLAND I SLOPE 4'-0" LOW WALLS I -I- o :I I II IL --_-- —_-- CJ ( o 1 oil --CJ 4'-11" r—� _ I11� `,' I o = I,rl L---- — — — — I J S3 IIL�3101-01, `t M II r III Y 11L -ill -3 1 /2" ■' 6'-0" 6_ " I CC (2) #5 REBAR '- S3 VERTICALS w/ in Ir �jI FILLED CELL N i �L �� I _ 2 STORY VERIFY LOCATION —� —� I---�+- —J _ L_--ttfG'fiRl('AtPfdEL-----------� T1 c,is 0 NJ 6'-4" VEF IFY METER LOCATION J WIT BUILDER S6 TYP @ 2 STORY 6'-0" 6'-0" 6'-0" 43'-0" 15-0" 5'-4" L 4'-0" +H.B.3'-O" 4'-4" FOUNDATION PLAN - ELEV-B1 SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W J Cl- CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" r #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY t " #5 X 25" X 25" CORNER ij BAR ONE FOR EA. ,v ,- HORIZ. REBAR, TYP. U.N.O. a, tt,r ""Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min, bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" M c® O cv OO � O Gd sq r7 i no L` L. M N O N 0 �.alaaaara�.rirr><� o JN0 PE7', 50 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q � E S N n 10 f; v , 69 rn�a� M d w a a C9 JLL z�0 Zcu O N O Z 00 L N Z Q Ow = M �n V N - OUL) o []E]❑ W N th o 10 Z N Q Q J r N M z W u 0) U) W o �U) -aaa U C W ti E ml V Q =O N 0 O Z< W M M `� � 0 Z ZQ .J =o E U ¢ =o o o� aM z0 oa _ Cn . <,o E �¢ o� 0 c'oo r .� � iz o �o wz �w CID Ca W� mo m J .2OF O ¢ Q W 1z t`gn o< go d W a �i w to W QW O �ca _ W F _0 - O a I■: vM- ola 0 � Urn co CU ~ t6 O NT � J O O r U o N m m Ln r (n fn LO I li M O N LO Lf7 c(0 CN Q co j r E c M C� Z cc Z E O � co c m E o 0 _j a m Q p a)d JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 6 3 m L0 rn N Ln 0 V C, 0 .n a M 0 O O] cD N C) I N m r- N L0 L0 7 Cr O Q M O J O) O I N L0 L0 v Cr cn 0 3 Q CN 0 v E 0 E O _ v J Cn O Lt.. Fa tiO+ Cl- v c U U 0 O O U 9 2 r7 N 00 r-� 0 a 0 a r14 GV O N 00 0 0 W Q m TYP @ 2 STORY STRUCTURAL SHEATHING (SEE C/S6 FOR NAILING INFO.)- 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END — 8d NAILS @ 24" O.C. TO BLOCKING STRUCTURAL SHEATHING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS CONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN SEE PLAN TRUSS BRIG. C031 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = T-0" RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND 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 [4:12]-[12:12] a=oft (SQ FEET) () VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 / via/, 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 FIELDZONE 2e, 2n, 2r: ASTM F1667 RSRS 01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 C%6) or 16/32" EXP. 1 (3�116) TILE: 15/3z" EXP. 1 (32/1 106) I I I NOTE: j I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS + T3r 3r t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. CJ11 CJ11 yv1y UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 - w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 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 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24'. OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY WRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-131 SCALE: %4"=V-0" eno 0 ht 00 Q � y M N N CD CD Cj s No PE-737 ram• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W �/f v o O N 8 N N O C # Y M HMO "aa 2zS Q t9 Z_ N � W C J 2 CD J W lL 5 Z zoo o 5 L co Q 1 p r_r.o x LU LLI o F r i m J m Z in�O'O' J z 00 o d O w cM Z N U (U) k=- U Z O ❑❑❑ W 0 00 00 z N Q � J d � t` V) Z v UI c Vl o 4—J cn W N 0 u OLU ♦� o r- N V) �6 U l.tl u E — Imo... 8 E; y 0 C U) ®M® Q in 0 N M r1 O w � M J p Z 4 � LL cd E z o o Z < o E p za F c0 xo 00 O U O E tars a¢ 0, Co I— a o w z w 5 i CID ra o a m o m N mo iw Jo U o w� az W m Qo o w� ;o zla a o 3 Y ! ' O L► 0 OI N Q 0 ��— M r m � m LO LOl LL M C:) r_ -0 � Ln N CN Q M 00 T E c_ M M cc z E m E C C a U _j Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 7.1 �.. rill.:, I.lilt.,nl1 1 __—Tr__-1 -1 -T-T T- I --I Tlii rrn_. 3 v J m LO Lt CV v c O O 0 J 0) O I N m r- L0 N Ln L0 Cn v O Q C) O O C7) 4- O I L in 0 .n O Q N N 0 a E E 0 S L O J y [. U v c v i 0 n. i o_ 0 U J 0 N O 0 0 a N O N 00 0 CM W Q V) TYP@: ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH !XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 (24/6) or 15/32" EXP. 1 (3�1'6) TILE: t/32" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/$" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN /32, SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 112" 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 x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2,5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME (2) 'STORY U I MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F `A'/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 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 IMPSON MGT w/ (22) 0.148 3" & HDU4-SDS2.5 (10) 1/4" 21/2" SDS WOOD SCREWS (1) 5/8" ATR. 1. W/ BLOCKING 2-0.0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS I 11 O INTERSECTIONS. SPLICING W TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (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 LEDGER (A)—T~ SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" cla C-4 _- �.. _c:2 is M GV O N 0 o LE''`�/�J`� 3 .-'\G d S� :• .� s '* •. � ' No - - 750 m z To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q Ep CJ 2:'U N R N O C # J 'a., 2 w M C d i..., Q C J LL 5 d Y (7 J LL 5 V (ry 0 o 0 Z t N Lu p W o g rn °' r W Z LLN J w Lo r7 z U U ao d ❑❑❑ 10, W v M Z N M 0 0 N z o � � Q v J r N^ M z W52 (D `o OW � •`NL!� i-� (vrtf- cn w � U O Ul, w o o N ^ /v0' .. i V w m I V o rn o c Q N m ~ o c9 M J J z< w z G LL ca E zo W. Zo ¢ N a p of z© F Lv E �� o ¢ ?o O0o wotp zW 6O -. om m°�z< m � ¢w o< go W T 9 p > > o LL ire ¢ O e Z m W _� H m a= _x O v ¢F o Q 0 -Ix a o3 0 O = � J L ! 0 rn m Q C) CID � C:)O CT O Y_ x U M W m /•� L,1 J O C/) In I Ll CV) C:) LO Lf� c.0 CV Q ch p c0 r. m E .c co M �M 0 z @ z =$ E O �; 0- 0 _j Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 7.2 S awl- i - - - _-- -- - _ __ i c � i r, , � „ ., L . � � ., _ ::� � , i r I I __ L _ J m n cV LO a� `o o- cn C, -n 8 0 0 J (�O N O I r'M E5 00 r- L0 cV LO LO v to 0 .a Q 0 J rn 0 I r� u� t[] 0 a� c_ C, 3 Q rh 0 a E E O 2 L O c C J y N L� U v c v y a) 0 a a 0 U J a� M O 00 00 5 a GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed 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 veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . O Safe vertical load + Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE O O O O 8F8-1B/1T 8F8-0B/1T APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS MELSE 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F32 1 B/1T FORM & GROUT SOLID o � ? �w U O #5 BAR CONT. 8F 12-1 B/1 T 0 "V" LINTEL DETAIL SCALE = N.T.S. E 1 LE i F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 6F16- B/1T a M O tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c p_recast fntels = 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. Rebar 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. #S MIN.. (1)REBAR AT TOP (1) REQ'D 1/2" CLEAR ALTERNATE POWERS STEEL LINTEL G d d O d ° G .M.U. #5 REBAR AT TOP d ° d GROUT MIN. (1) REQ'D - 1-1/2" CLEAR ° d d a V n �O m ¢ � C.M.U. ° 5 REBAR AT = i j ° O BOTTOM OF a to F uJ O LINTEL CAVITY WO a) "*-BOTTOM 0�UOz REINFORCING Q ¢ C7 E 7-5/8"ACTUAL PROVIDED IN LINTEL Z LL C W M ¢ _' O � N #5 REBAR AT BOTTC 'NOMINAL WIDTH (VARIES) U)) � � a AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) %4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) SIMPSON MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ %" EPDXY ANCHOR OR Y" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications TRUCTURAL SHEATHING ,TTACHED PER NAILING CHEDULE 5EE PLAN T/WALL " KNOCKOUT COURSE ✓/ (1) #5 CONT. EE PLAN FOR FILLED CELL PACING 1 WALL SPLICE DETAIL 111,±� SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 5'-8" ILL LINTEL PLAN - ELEV-B1 SCALE: %4"=V-0" N 0o C _® LU Q, ®tea c cc ra .- f:8 i59i -;.... 5'u M CV CD N 0 ���estA.a�ta,l� M o e � � V 1 Y ry 3i F� STATE 0-- ' ""�,� k- . r, , G fy„.. veil /�ti i- ts�q 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. U) H o E Cl)Q 8 C O N T ! ® 7 {n N LL LL N dJ U) r- ° LL W co ° a a si ""r W i� IL Ne C7 ,n V J LL co Z 3: o Z (C6 0 0 0 Y " m � p ¢ W 0::, ¢ m U) W Z LLZ w 1, Z O~ N U OU ❑❑❑ KKK._ W � N M 0 00 Z N Z � Q J d � rNi � o a--) (0 ce. w m j� U 0 to w o r~ Asa �N a C6 r- cn c� c E °I L =O N 0 C U) _® Q o o J W m M M J N ¢ � z Z Q � w Zo LL 'zo Q N O cc U W Z© ❑a cc n7 o 0 <� �o ❑ oQ a --.a It 0 w o �z W CIO L... ¢o Y m� 0 y OJ ZZ m J Q W �z ¢ a0 W U:)Oo< a � O wM ¢o w w T r m �O J Z Ci 0 E O IIIIIIIIIIIII� My wF 04 ET 0 9 0 O 2 i I\ J L LO rn m Q c� ~ c d' IseO 0 Y " N m 0° LO U) rn 0) o c� O L N L O LOL0 N Q o_o t- E c M M CV) Z m v; Z E Q m f6 E 0 U a m c m a Q p _J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 8 3 J m r, N rn 21 to O 0 0 N 0 I N m r- N LO ID C Cr 0 C) 0 J N 0 I r7 i 0 c� 0 rn 0 Q PM i a E E 0 x y t.� E2 U 2 c 0 vI y 0 a 0 U J a� M 0 0 00 0 5 a N 0 M a w a m a� 0 cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDES + OF THE GLAZING 36 INCHES _ 2 INCHES 914 + _ MM 51 MM ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14, 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 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 N G HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 1 F VERTICALLY DOWNWARD AT HET P F THE GUARDRAIL OF 00 PL APPLIEDT 0 0 2.3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3, 4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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 = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4. & 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 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingq all risers and spray heads shall not be installed wRhln 1'-0" of the building side wall. p Y 9 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back -fill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O,. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 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 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 00 ® ua in " aau ;E M fV 0 N CO _o M � CD ���aep�9tS[2 +y' f. __ �� vf� ♦ " 5 � 'nr �,: 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. " fA W gc d o oyNN, - I 1 0e� N O C igj xk J w4kLL ,7 Lo ,n LL H rn r r-- LL W M o_ d Qj c�7 uJ t9 a, ZZ � o Z o M N-, O Y p r w o � 3:0 r W W =3M UsdJm Z ILw N Cl) Z U O F o< ❑oo W CD M zM a- N M _ O 7T o Z W N z iz-� Q J ^V)' a CD o W LL C/7) V 0 o NLy W N (6 �- in U LU J t Ci o y o co Z< w M ch U_ w � o Z Z a 4 {,_ C C � o E U co 0o w ¢� aR Za oa 1- r6 g 0 w¢ 00 o- E Kh O4 �Z O wo �J C/Dro j C U w 0 O� Zm� J ma1 �' w �z o z g o W CID C)0 w ¢o dz _ - m 0 az a¢ 3 yo C":) Z1< az 3 0 C:)2 i I\ J ' O LO m Q 0 � � M O CNI m m LO T- CO QI 0 (1)M 0 Lr) LL N LO I.f� coo CV Q M o_p r E c M (0 M M Z CU Z = E c a U Q p c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN -T -.. I.I.- -- -T - THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING - ti � Imo........... I................ \...i �9�..LL.....' 16GAx1-1\2" LONG (3/4"-1" CROWN) S� I STAPLES @ 6" O.C. VERT BETWEEN MAX I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET N CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O 0 0 5'-0" a - c� STUB -OUT FOR 1'-0" o 0 0 GAS METER 0 rf U C O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1,8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r 1/8" gap k FILL CELL STD, 900 HOOK BOND BEAM U) w 11 STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM US HIGHEST TOT — BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND j SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION a@ INT. BRG. WALL N.T.S. 1/8"min. } Small gap 2" min. 2" max 4 max. I Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8"gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2 mirr. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x :CONTRA TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 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 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES--� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or_tz Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-718" 2-8d 3-8d 14" 2-8d 5-8d IBC16000so BC16500S R 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s®5-16d 11-7/8" 3-16d 3-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" � THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset �Y/ Provide adequate bearing Use 10dx3" nails at Vo.c. for all joist for each lapped joist. blocking panel *Non -stacking walls lodnails . SECTION @INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (See table below) (KNOCKOUT EXEMPTS) D (see table below) tto ❑ ro 6" A 1%" ROUND HOLE MAY 6" 1 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB. PROVIDE AT A ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 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 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM a a . a.. ° Joist hanger SEE PLAN FOR a• ..Q .. •, I ' FOUNDATION INFO a' STEM FOUNDATION Filler block. � Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height L requirements -0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN a (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. .�® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION 3 a 4 i�=l i ° • 1 �I�I=I® : �: I 1I1�ITi__ PLUMBING LINE PVC OR SCH40 SLEEVE d `=— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE_\ PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE Z • c 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 a a ° 41. .. I I I®I I I —I a I- j—i 11— a 4 SEE FND. PLN. SIZE & REINF. CNJ 00 - C4 CV N 0 0•'• t E .y y • �;:. r'r«€EffbTxE�Z. 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 9 9 seal is only for Y the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W V 4 o cm o N m v C,N 0 7 to LL LL U? �M0� LL ui tL a � �' W a u z z 0o m�� 0 0 0 19 j N (4 m J Q cc W� C c� I_Z o N M Z 10� o w U p O U I'_z ❑�� W V M � CMV M o g z � o ¢ Q M L11Cz Lu U _ C5 O t!? � y oLn wss .) U J a _ E IRSL1J L 8 Iy ... U O 35 MEIMI��r � d N 01� ° o C w M �< O g u_ c E CL E ® o o � Q� " ❑� F— r0 Q? oo XU o 0 �U O Ea G p Q a wo ww r .) ru ao mo �Z CD a T m < g 40 ao �w = F O az W F F- 3 a o mi O J LO LO rn m ^` Q ~ 170 C) D d. O O T— 76 U) O CN m m 2 , /� V C0 C) LoI -0 LL LO C) L n III CD CV Q M O CD T— a� z M r ' M � M o Z E 0 cn E cc E co C a c� � ¢ JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN 1 i'i nI I I III i,Ii 1 11 u,,ii.: r 1 11 1 1 li I --- T--Fi — lii r a� M r v cn O 0 0 J v`n• 0 I N m r- L0 N LO cn a CO N L0 L 0 a a 3 a N N 0 a 0 0 c 3 _ 0 e oc �I U O i d 0 U J r M 0 I'7 0 O a N 0 0 00 v 0 W a 00 v Vl ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP ') VARIES INSU 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 �f/ 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 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 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `o MOISTURE BARRIER V° SHINGLE ROOF, SHINGLES TO e ° BE IN ACCORDANCE w/ ASTM —III—I I I=I I IEI m I —I 11=1 11=IED 1-III=111=11 I ° II III —III —III-' �— D7158-CLASS G or H, or ASTM I I_III=I I —I 11=� ° • II=1 I I=III-III-1' D3161-CLASS F, IN ' I .I I -III III—� ° — — — ACCORDANCE w/ TABLE I I —III —I I �I J I—L=_I 11=I 11=I 11=III—_I I r R905.2.6.1, FLORIDA BUILDING ' =� III=1 1=1I I I1=1I I III=11' CODE 7TH EDITION (2020) 8 -1 I �, 1T1 i IIIIi I I II TI II I - I'' n RESIDENTIAL 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 -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN zi FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 LL' o_ NOTE:EXTEND WlAXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE _ r D co D 6 MIL VAPOR I Z BARRIER D r a l I I � COMP. SOIL. I ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 NOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % �I z l ni SEE A/S3 OR J/S6 111 ITI I I , 1 111' FOR REINF. INFO, 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 211 ELEV. 4-3 1/2" z - �31/2" MIN. A.F.F. o CD N __ D TRUSS BOTTOM CHORD OR 2x4 #2 SPF USS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 HIGH STRENGOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) (U.N.O.) .) (OR %$' GYP. TYPCH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE)E UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. NNECTIONS. jROO@M S.P.F. DOUBLE TOP PLATE 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. (12)10d NAILSU.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24"2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL 6x 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH �31/2" MIN. °—�TEm T1; 1/2"(min.)-4 31/2"(min.)-4" T p ° 9/ — III=�=�M_, 13" boo _ — J�—III— s ''-—�f 7T 31/2"(min.) -4 TRI ® T. II— () T.(2) #5 CONT. 4' 14' $ l�r (rl_ 4 g U.N.O. MIN. U.N.O. TYPICAL BEARING WALL (@ STEP (@ SHEARWALL KC TYPICAL BEARING WALL �a STEP K`CC "SHEAR WALL" SCALE: 3/4"=V-0" QGs M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M,N�Mo�s �o' \"N� LOAD BEARING OR INSULATION PER FBC AND ENERGY coN EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 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 FIOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS - � 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR �� TYP. ASSUMED FINISHED .� E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ! GRADE `I �t D ° ° ' z #3 & #4 LAP SPLICE GRADE 40 MIN, Fy= 40ksi MONO OR STEMWALL C I> FINISH GRADE 60 2 25"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] FOOTING MONO SHOWN FOR CLARITY °O 6 MIL VAPOR BARRIER —III I I III I? D ° I °=T—III=III—, _ I I I —L—III - °° T R 1 7/8" —� #5 REINFORCING BAR IT -IT, I=- IT—,, II II � II 1 � � #5 LAP SPLICE g • 10 `" COMP. SOIL. COMPACTED TO ° NOTE: I a ._ *FOR BEARING WALL - - � ( -� M=� W/ UPLIFT ONLY _ - 95% MODIFIED PROCTOR ASTM D1557) I I I I f=Tf—I I ITI i I I fl- -', — I � Tf f 4' 1 4 FRAME WALL TO C.M.U. WALL CONNECTION rD'�� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 _ a _ — I _ •, c - III —III —III —III -(1) #5 REBAR w/ OPT. 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13 O.H.D. RECESS =1I J�I17•-=1I1=1 :,.. III-11I -IIIII I IIIIITIII . : 11I�IIIIIIIII �. � . I�4rII� —III—i I •�: � .. I —I I I� SEE A/S3 OR J/S6 --- -I 1 I1 11111 i 11 I I, , 1 I111. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2�� 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAI` rff" . Q INTERIOR ° P ° < < -3 1/2" C'a .. �a a a.. CV � co CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S 0? C N III= 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 r WWF OR FIBERMESH , 14 14 INTERIOR WALL SLAB STEP NON-BRG. r K SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 v, (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D C _j .7' . a U) w I i=rl I I —III I L ° e 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH (2) #5 CONT. —11 ICI I pE I I I hI I I,, I 1 ON T' CHAIRS (TYP.) 8 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM wl (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" Q.C. MAX. CONNECTION INFO _ ° � c; SEE PLAN FOR & LAYOUT DESIGN —� TOP OF BEAM -° o ° III=rI I'-rr� T �r (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL ao 'r —__ — a' Q _ ITI IIITI�=I ° 117 T "' BEAM SIZE & N ' T CONNECTION INFO M a a . T PLATE I ' 2x4 #2 SYP P.T. FRAMING w/ 7ns" I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. _ cn w L SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL COLUMNS LOCATION Q > > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. LU COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM Cn SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3"TAPCONS MASONRY WALL AND COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _ a z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' w SIZE VARIES PER PLAN r> =a > w/ MIN. (2) #5 VERTICALS 00 Z GRADE > _j FILLED SOLID (SEE PLAN FOR -_ "' LU SIZE AND REINFORCEMENT) • o U) 1-0-wz BRICK PAVERS or SLAB PER o o `n = • •`' • • - z_ Q IX COMMUNITY SPECS " 0 `I) 0'-0" FIN. FLR.A FOOTING v BEYOND ti PAD REINFORCEMENT 3" MIN. CLEARANCE :�•'� 4. •� ••• !SEEPRINDATION (SEE SCHEDULE) FOOTING WIDTH NC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4" = i'-0" SCALE: N.T.S. �S3_ nr Q y �...C-4 F cl_._ aj .ate Fm M CV 0 CV 00 O M 0 G) r No 78750 S [ ?',TE OF FAO _` :}, , . " . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �� . �' H AM A11111111h ItN o N 8 op ci C:) C0 U O N 0 # '+ 0 .... Co J J A f/1 a r�i 33 z o T,+ OY t co O C in m w Q W < z 'z LL rC) O of O w 20 .1 N Q U H f Z o ❑O❑ W V M .c- z N M og z N Z n � Q J to N th z II LU 0 1 LJ o � O U� c =� l9 C O c � m Q c° o o JZ w CJ J__j Z U Z � U_ E =o oo Zo a� ° w~ oa z �o U O E O C az p < �Z wo Z -� q <o OU m� o 0 Z~ o< 5� nowcn T LL a F C:)w� 00 <p _~ a= mi o M v aF zl< i° a� 0 3 2O � > �. ' ^ L J a QLO 0 CM � C)O U �,�i^! fin 0') - co M O Lr) LL N L 0 CEO CV C10 00 r E CM M M z M N Z E O C a 0 _j Q p J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) I IT-1. 11 ii,_.• L —T Zf F, I J m v7 n N LO rn IV v f 0 .a 0 0 0 J rn 0 I i J m N V7 Cn 0 .n Q M O J rn 0 r-0 i Ln Ln 0 C 3 a 1•M CV N C a E ca E 0 v J N r 0 -2. v 0 UI 0 i a 0 0 U J N 0 M 0 0 a N O 0 00 K) - 0 w a m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 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" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT� 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 + STUD W/ (3) d NAI S 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 4 _� \ 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 :: /W 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. SL� 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" SOLID AREAS ARE STEEL AND GROUT 12 — ZSEE ELEV. P•) SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER a FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD — DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =- _ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 7A 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT • _ __- MAIN SPAN TRUSS UPLOIFTCONNECTOR (SEE SCHEDULE) REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 4 a a q 4 o �a a 811 STD. 90 HOOK g" BEAM WI (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 11LINTEL NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J > 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY .. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a xn 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. SFF 04,1 01V 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.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/811DIA. x 8' 1 J-BOLTS AT 6-3/4", 41-3/4" , 71" ,AND -3/ " ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING/Z TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 4&� SPLICE STAGGERED J-BOLT TRACK BRACKET VVVI\ I I\llVl\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (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 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� q SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O,C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL • �N i c • . 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 vi NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U \�2-16d z a 2x TOP PLATE NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 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. 14 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. 2&NUT 'OXIED A.T.R. 1 & NUT OXIED A.T.R. 2 & NUT ROOF TRUSS ABOVE 2X BLOCKING 2X8 P.T. BOTTOM P ATE C 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" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A 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 I(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 ( 1 REV. 06.24.22 SCALE: N.T.S. cam: cv 00 Cz z, a Cc > Q wn v-., Cz C'7 N O N 0 M 6 zo \. LF ow � A Noel oil To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N . ... W t E N N O rp J coo 'j � to IN0 °: a a CI' I w Ca U u_ o U o 0 0 � Z warn � � t m `� 0 'Co O m Q a Ii 7 W UJ J C/02" Co ) z Z 0 of O w N co z 0 T Z v OU ❑❑❑ 3 s W `' M o � N z o a Q J U) N N z a o Q) l C6 Cn fLl a V 0 L I w o Ly N v w S p,�.. �• Q N Cn o W C.0 M J ¢ o Z ,._ E Ca zo �o >� Qa m U o� I- o E 0 az �g &b ?o o oQ CO 0 W Z o �z w Z �w �� C <om� U z ? m J �m ° W �z 8 3 a 5° T ¢ LL z N W W2� m <o ,� J = F IIIIIIIIIIII� C7 v wr Y0 0 O = J LOrn '^ L l 1-1 (� 1,� CIO (10 O =3 O 'Ile x O _ UN` M b LO T 4-1 Q O I Co M C) LSD -0 ILL 0) CV Q CV) 00 r m E = c0 M CO o z z E O a 0 � Q p� JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMI( W/ (4) 1 /4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX g 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'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT X DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d EA. END (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-l" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE / (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF • NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2) 16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. x WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. @ BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM LAMINATION O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N r r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x INFORMATION `° 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2)16d NAILS -WOOD TRUSSES ao 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10dEACH & (2) 10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END NA AT EA. TRUSS JOINT 2 2 x 4 LAMINATIONS W/ 1 ROW O O (3) 2" x 4 "LAMINATIONS W/ 1 ROW O (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148 , L = 3') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 () ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI0KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xi 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL L= EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING,WITH �2� 12dOTOENAILS CKING / 4" O/C (2) NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) $ SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT 2"x4"MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SH SCHEDULE TTACHMENT t SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 PRE-ENGINEERED WOOD TRUSSES 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 Im "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS-- ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU 0 d c�- CORNERJACK Y Q w z 0 v HIP FRAMING REFERENCE PLAN 20'-0" MAX 7' BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ E 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. El ill 0 z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 2� REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. C, C SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION cv CNJ 00 �LU LU E :n M O CV 00 _o M 0 �4 ee.isz; ` w �� ; No P � LL S I/ 4.C:ri' 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 Am AM M,- Q �' EEp S O M U N r V N 0 m # 0 00 NN u_ J � � U. rnIJi W W t9 zoo a 5 = N Vim' O , 0 _ �' Y q 0 � p .( N (O m J Q W �. `ILW > 020, ¢ m U) pj 1 ' J I-- z CO OU Z z M U H Z W ov ❑p❑ u Z N M 00 N z o � J � M /� L / v LL1 N � U a 9 Ul g�,.:r„a LL 9 b'q'+ J pp 1— — rCIN - I S L U i ¢ N I� W W J < � 3 Z Q � U_ c E CD- O zo oo >M a� z F 00 O O C O z o � �w (/? C � ¢a �a m� FO a6 z CL1 W _5 -2 <� z W �Z in 3 Z 38 W m S w ¢ O a z h oz O J �5 �O M WF d O �- zQ 05 0 C)0 = >rLO J rn ten'\ 0 H M co O C � O TM N W m — I.O 00 I C pan ,co LO o N M p r E c M M M z M z E Q ro a E 0 _j Q o ° JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 3 m n N LO v r� .L] O 0 0 J N 0 I N m r- N L0 4 0 rn to .o Q 0 J N 0 I N L0 L v v 0 v+ 0 0 i Cv E E 0 x 0 IM N tz E2 U v cal 0 0 -U J N 0 ado 43 v 0 0 a KJ [V N 00 43 0 W Q m v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SO. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU 07 AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w 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 _w LAYER 1/8" THICK. �w U_P�INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION, SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 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 FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ ' O.C. )OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,' FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED i INSTALLED PER. MANUF. Cr SIMPSON HETA20 w/ (8) 10dx1 1/2" U NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. S6 ( @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 2"x BOT, PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY, "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 TR RIBBONS me DETAIL FLOOR TRUSS o SCALE: 1 1/2"=1'-0" �S6 _63l_ 15/32" OSB EXPOSURE1 Tx SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D SECTION X-X IF Lu NOT FULL HEIGHT SHEET C z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w x SOLID 2x U) C BLOCKING @ ALL j C SHEATHING O EDGES (SEE OPENING SECTION X-X U a C x Ew 01 x E 11 Lu 2x STUDS T BEYOND. co SEE PLAN o Ill il A O L.. (0 , I \-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 SPACING S 314" S 1/2" 1!2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X STD'"N FFp��41 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y". F v7 z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z tr_ _ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O r OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. C0 O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w! 8d COMMON NAIL J Ow Lu o PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > ¢ � O E F w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. � 0U)Mm v F F LL M 0 OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 0 w u- F "WOO MEMBER IF GABLE END c C NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 " X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". rc_" 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 2"x10" 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) 10d x 1 1/2" EACH SIDE 0 10 NO SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) 1 (2) (3) (2) LSTA30 FOUNDATION PLAN & NOTES) w c� 4"x4"INSPECTION PORT AT NOTE: SEE TYPICAL WALL SECTION C/S3 FOR SEE SHEATHING 2x BLOCKING HORIZONT PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO a EACH FILL CELL TYPICAL a a ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 1x WD FURRING 24" O.C. @ AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE EXCEEDING 10-0" R302.11 ) 2X STUDS @ 16" 0/C BASEBOARD � TO CUT BLOCK OR POUR 04 CURB DUE TO SLOPE DECKING SECTION J/S6 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE DIA. x 10" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 MIN. 2500 PSI CONC. SLAB ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY EMBEDMENT @ 24" O.C. W/ 2"DIA. EMBEDMENT APPLY 3 LAYERS W/ TOTAL THICKNESS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8' DIA. x 10 J BOLT W/ 8 x 3/16" PLATE WASHER MIN (. 7/8" OVER METAL LATH. FIRST 2 LAYERS MUNICIPALITY 4"to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED EXCEEDING 1 U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1/8" THICK. ° ... SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10) 10d NAILS "' NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD c� p .. •"; ' a .a FINISH GRADE ib FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16 O.C. TYPICAL TENSION 2600#. ) 2500 PSI CONCRETE MIN. SLAB PSI 6x6 CONCRETE 2X P.T. PLATE a FLOOR TRUSS SEE FRAMING 2X P.T. PLATE — 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH _ WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. _ �1I1I I1I I I I —I I 1I I II I < • 6x6 W1.4xW1.4 -a°° 4 WWF OR FIBERMESH III=I I—III=�=III- - r W q z PLAN WEEP SCREED MANUF.INSTALLED PER ° .`° ' =III=III—I I I=I I 00 I �I kl= I- 2 x4 CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2' NAILS @ 24" O.C. INTO TRUSS=°t -- ° • ' . I I—� _ .. ° a e _—_-M�e°da•FINISH III —I —_—°�I- (I=III GRADE co I I I II II I FI I I STD. 90'HOOK O/C FOR THE 1ST Z'-0" OF BLOCKING & MIN. 4" EMBEDMENT • d = I=1- _ _ =I -I 'A I T .. END WALL W/ (2)10dx3" @ EA. _ I — ° III= — — (( I d =I o z_ i I I (3) # 5 REBAR ON 3" CHAIR W/3"MIN. CLEARANCE 4° 1.8 (SEE DETAIL) END INTO 2"x4"BLOCKING IN KO BLOCK I I= I= _ —� _— -- I-1 I f III —III I�f i I —_— - 1 I f I -I =I 9 I I( I I -- _ r —I ' ICI —III 111 I r (3) #5 CONT. ON 3" I -I I a °' d ' d —I TYP 2-STORY WALL SECTION(7� SEE DETAIL 8 �i8 CHAIR W/ 3' MIN. 8 — I __ ' I _ MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" REV. 03.16.21 SCALE: 3/4"=1'-0" S6 WIT' MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION S ALTERNATE FOOTING V PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. @WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-O' S6 FOR ADDITIONAL INFORMATION. en hd dV 00CL — es v _ ­ M O CV 00 O M O �ega��ga�taaaer�a, N -7 7�c )° ST6 D `- „"�•.,°°, 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. n Q .� N 00 C) M N O C' ,� C 00 #LLLL M Ov li LU o_ Q l u _ mLLti a z J LL 0 o rn O � Z L V O o =_ gyp/ ♦] M � (m U, CIL ) W c°nnOjO' J Z O K O w IN C0 Z U F U u $ O ❑❑❑ W M N M o g co W Z � N z � � Q $ t/'1 z CD o 4_j O W o CJ � LU m•. IMzls' = E I ci o 0 c M T, ¢ �° o e o w M M � � z 4 U_ CE n p o oo<� >� z© I- M 00 o E CIO &¢ ao o< XZ wo C ¢o a 0 U m0 0, Z m � "m ¢� F �w zz CIO o� oLL z g0 aZ W > <co �� O J Z ¢ < = 0 0 > O IIIIIIIIIII� v ZR 0. a 0 C O i ` J LO ar rn m co O G J C) 0 Y U 4- fr ^�^ V J m m Ln U) o M O Liz) L L O CD N 04 Q M r hi E E CM j o z z E O r U J Q J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S6 (MONO) T r I 3 2 J m cV L0 v v- cn O O J to N 0 1 N m L0 N X) v C cn O Kj J rn N 0 I N L0 v V O vi to 0 C E E O L O y J N LZ In U v 0 UI U 0 d_ 0 0 J ti N O 0 00 0 0 a N 0 00 v 0 W i_ m v v cn SCALE: 3' = 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 0, MALL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND 7' GAP TOP AND BOTTOM, GLUED AND 77 NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 5YP CUT TO FIT %RS IN WALL / —2x12 SYP BBEARS IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 Cj -2x6 SYP ROVIDE MOISTURE PI ECTION L?ATTACH ALL COMPTS 2x4 SYP BLOCKING TAIR TO CONC.' XAND NAILED TO FLOOR WITH GLUE FORSTRAP2x4 PT NOTCHED INTO STRINGER TAPCONS @ MA" O.C. (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND / \ NAILS) OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER / 2 a" TAPCONS @ MAX. 32" O.C. / f I EW "A" SCALE: 1" = 1'-0" E PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 121 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING 3/4 PLYWOOD ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED i NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 7"' = 1,4, 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS -1 01 0 4 H 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" G.1 - SCALE: 1" = V-0" \ ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OFF / STRINGER \ f TREAD V 1x4 GLUED AND NAILED TO STRINGER -2x4 DRAFT =7 STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G ---2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER L- 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" ` NAILS) SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: �, = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK 2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOTSHOWN OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — �I SECTION VIEW "C" FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 a'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = T-0" F SECTION VIEW SCALE: J" = 1'-0" SCALE: 1" = 1'-0" CONN. TO BOTT, OF NEWEL POST PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. - POST LET INTO -OCK DE ;ING ?X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R L5j VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" c c, Q o ICU LU CD •�.Y C�9 6T;.3 ,� tv e:.: za •. i.Y M 0 CV 00 _o ,,.'opailR3ys:B.P M F�tr v v 87 • �'� G; o `k,: 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; Vill W Q d E $ 8 `o ti N O J .000N � LL LJL 0) to rr M 0 a a ai d ,yam' JLLLL z z o r m� 0 W j'Co NGO m Q d z r0 0) z IL w Z N 4 �U 2 CO a N Q U U) H OU ❑❑❑ W . N M z 0 z o � J ti d13� N z � 0 � o {-J f6 � w U 0^„�� U ! N (6 r— in v I 31, v o �; • N m 0 Jw M M J z0 � � LL E mg zo >m a� E O wz ze FT ns XU �V b (- O_ �< < LOZ LE r ro ° o w0 Q wz � 6� ¢ o �_z W m o° Z J aw z ¢ go W � � dz FH j0 �z~� x M v of << dH 3 0 O 2 i. I\ L0rn LO Q 0 H CM co O j O Q� O Y v J m m LO T }j Cn 2 M 0 LoI -0 LO N LO L C� CV Q co p �-- E T co �j o Z N Z :3 E O `° c CcE o m a U _j Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. ST I 1--F — — - i�71 � T- i — - — - - -- -i r r - r i LO r- N L0 Ln 10 Cr C) 0 0 J to N 0 I N m LO r- rn CV L0 L0 L v Cr 0 .a to a 0 0 J to I i LL v o- c C, 3 F- Q N N 0 Cd C V m E 0 L_ v c J U 0 0 UI �U 0 'o a U a z N I 0 U J0 r7 0 0 M 0 0 a N N 0 r-1 w 0 a m 0 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. n r 1x4 P.T. 1x4 ❑; 1 X 4 E FURRING 3-1/4" LONG X 3/16"0 L�I 1T 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" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER*2" EACH END W/ MIN TO PRODUCT TO PRODUCTEDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"APPROVAL FOR CO (2) ROWS 3/16" x 3-112" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACHTAPCON 1x4 @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRING 4" FROM EACH END w/2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX n SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK Z-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. — 1/4" MAX EMBEDMENT INTO K.) 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 BTWN".. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL K B—B SCALE: N.T.S. SS — SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS - AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B g„ PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL T MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, (TYP) STD. 90' HOOK (1 +5A �L\— NOTCH WEB AT FIRST 2 COURSI :APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4 x1 1/2 SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY— / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH --� IF TRUSSES USED) W/ (2) #6 X 4%." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" 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 c ° ° ; t> 1. REINFORCING AS FOLLOWS: * - - SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' ° • II PRESS PANEL REINFORCING INTO PLACE. - — — — .p I11—I11—� * � 6 MIN. LAP SPLICE W/ — — — F MORTAR BED AN T — COVER PANEL REINFORCING WITH UPPER HALF 0 MO D ROWEL N _III REINFORCING PANEL SMOOTH. DO NO FURROW. =1 I=1 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP GRADE r- G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE iv REMAIN FREE OF MORTAR. NOTE: Cl) _z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • v 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. 2 GLASS BLOCK DETAIL \ ° TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE () #5 REBAR. (1-STORY ) WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO iR AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O,C., 2 ROWS STAGGERED TD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB — UETTE: P SHEATHING TO TTOM OF BAND ; 5 IST TYPICAL NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. +2 w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" THE TITEN INTO K.O. BLOCK :S FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 314" = V-0" (") FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + + �FNO�H + + 2X4 SYP . 0 EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO 4<-, + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX, 4' _0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CGG cuGt=T M Akin SIMPSON HTT4 w/ (18)1 Od x 1 1/21 NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6 EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,� - �- FILL 1st 4 COURSES 1J�I' SOLID W/GROUT d: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a OVERHANG-L. a' d. 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. NISH A '•� " ' •" ? "gyp #5 BAR �. o •o D ° �. 10„• ° CENTERED W/ g ' 6 .:' e • . °n s H IN TOP o • a ' " KNOCKOUT / N ° CHAIR BLOCK J MONO FOOTING Vy LZ > e e SIZE AND REINF. PER PLAN °. AND SECTION DETAILS CLEAN FILL DIRT �' z e. ° STANDARD q 90 HOOK N #5 BAR IN FILLED CELL, , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC JNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT, #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY In% ur_"rl IAI n/1Arn SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. M cv ®Ci �Lu Lu Q c') -m m Va m M CV O N O M a ,a�ae;�sr�:a•,t L C Ij'�✓Ai NG r+ Icl50Y :x ��`^ii•iY:37��♦d To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ( eW�yy F 3 V E 0 co QN Co J 0 Co LLLL W N; V a a LL U_ a C7 J Z ZO rn Z m c 0 5 r my 0 3 y m W CN W0 - r¢ Z W Z r °WZ ¢_ z N M U U F U W O ❑❑❑ cD o g N z � � � Q !Z N to z N c7 0 1 ' U7, LL W U 4 � LL, g � w LU 0 y c U) m 0 Q m0 N O� �p o W M J z 0 � z Z � r1 m E Q o co U zo wz Zo Z0 oa ro g 00 o E O = oz< (O a p <z y Z wz <o m0 m J �w z a8 Z ¢z T �i W w a N FW- W m o V w< zI< >0 a� 3 0 0 2 C:) .yJ i > L0 LO ca Q 0 I� M : mt � O C) Y U r 0 � N m LO Q O a-., C) C:)I� U)I LL. Ln C) LO to 04 N M p T_1✓ E M <° T jj CV)Z d pN E c n U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SS -- — 1— 3 m rn N rn O P7 a 0 Cn N 0 I N m N L 7 0 a 0 0 N Ln I M i 0 .a 3 a rrn 0 CI_ E E O V 0 J 2 r 0 U v 0 UI rn 0 a 6 -9 IV N 0 00 0 0 0 a 0 000 M 0 0 w a m CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE TRUSS PLATE INSTITUTE NOTE THATCOMAY BE(NAILED () 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS vvr c- r vu L r I 11v v v I_" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH IT IT 14 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 4 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 USSES (2) 12D NAILS —I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE:NTS HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE:NTS SIMPSON LSTA18 SEE PLAN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS L. SIMPSON HUC410 w/ (14) #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF P10dOLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT- / CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING _ ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SPF TOP FOR CONNECTION INFORMATION. BOTTOM CHORD PLATE OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL o MIN. 2x4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. ° r SECTION @ ENTRY r8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER q� CENTER OF POST A A SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ I (22) 10d NAILS OR SIMPSON MTS12 w/ - (14) 10d x 1 1/2" NAILS j TO FLOOR GIRDER II BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON '.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS e COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • • • SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 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) 1 Old x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—/ L (2) 2x6 BLOCKING UNDER`- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION BUMP OUT r39 SCALE: NTS DETAILS &SECTIONS na N 0 _ ® :. t69 og 8... _ _ M O N CID O n!l'ts_ M J rNO `i. PE 7 8- 0 • 'L7 r, •.J r �w M' (.�rr 7 ``v�r7iir3le:Y4'r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, T W a E 9 N O a 8 `° v 5 N N rT # N O C u- _§ M 0 w o, ���NLLLL N cn ti° W W v 4 aiM _ 0Z J�� 3: 10 x . . §2 W r°°'°' J z 'x. n W 3M IL — w z G H N U 0 Z 0 ❑❑❑ W N M O � Co N Q Q Q J a a)-I-- LL w m 0 Z / o Lv N lL^ v I o U LU - e U Q o w M M i 10 Sz Z 4 o zo z� z® ;d as ca F_ _C1�¢ .0 o a1 �o ¢z Wz wZ c Qo m3 ° o m oo aw -' 0� �Z S �< zo U W T 3 )CIO o LL a Z N F dz =� r o < � >° M V w ol¢ d F. UU O = >� J Ln LO cc M O Cn U " C0 120 LLO r U) - CID cY 0 Lo L f') CD N � CV Q M00 r a� E = E cY) CV) o z ICU z E Q " m a ci _° °= a o JOB NO: 23-02469 SCALE: AS NOTED SHEET NO. D1 3 J m ur�a n N L0 v v 0 C) 0 0 J M N 0 I m r cV L0 L Q M 8 0 0 Cn co t Ln Ln C Cn a i Q C14 �O i 0 a. E 0 J N LZ v U i _o i a 0 U CD O rn 43 0 a (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SON SP4 w/ (6) 10d x 1 1/2" (USE (USESP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. NJ EXT. SHEATHING MASONRY WALL � BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE 2 FL SHMASONRYP& 8d BLOCKING INFO O 7T SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR NAILS FLANGE :° :• BLOCKING ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS . 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48 O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ 6 10d () x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ 6 10d x 1 1/2" CLIP EACH SIDE ( ) OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF •. CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB ° G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL '° •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ WOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d J WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED SECTION CORNER CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" ' i..� P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL 24" O.C. ) @ SEE PLAN FOR CONN. ALL. (CONTRACTOR MAY USE RTT 2x HEADER TO SIT A A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 11 11 A NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSHw / THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER ° INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION �� @ SEE PLAN �E 5/8 A7 24 O.C. AND 6 FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER 7.B. EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7 REQ'D JAMB INFO OPENING LARGER THAN 4 ft 2 2x () PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #Z 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. ! SYP U.N.O. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER ri JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" ISSEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 1Od NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS g G INTERIOR HEADER O TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16 O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" B 0 X HEADER EXTERIOR HEADERS SEE PLAN E F Np (1) 2x SILL PLATE W/ (2) 12d TOENAILS. _ F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM \ %MIN. ANCHOR BOLT w/ 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT PROVIDE BLOCKING 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS ° ° ° TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • . • ° ° 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. aC� 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 SHEATHING CAN STOP ONCE UNDER s 2 STORY COL. aC� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ° ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS ! MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 12dTOENAILS. () () 3" 0/ �c - 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. F4 2k� 2x STUDS @ 16" O.C. W/ 2 12d TOENAILS T/B () INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x 8"M� TpA TOP SPLICE 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH E EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE • ° ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET OPENING NAILED TO STUD g LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET).` SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4 PROVIDE 2x4 ON • 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS +" W/ (2) 10d NAILS NAILED TO STUD PACK � FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. = AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE &CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. a@ 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 �1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. cm C%j 00 0 ,¢ > CD Co ^_ rat -a M N O N O O , gEElit,'' ;J CM O LC.,��!`i GF J L /s • riF+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 �E Q O M OU ' rw _ _N O 0, J Y 0 N Cn ' au a M a' Q @ d N LL LL Z w o O m 1 � ~ W og91 aC Z G N M Q U H V M � z N M O S z N z o � Q J WM - a--) co LLJ a V OLn w o cn U LU F-- E ID U o y c U' o° ° Q o o z z Q E E CJ zo �� a wz ¢ a za oa F— O 2 00 p E o¢ °< ,0 I@ ` o � o a W W, W co � c o zmo S < 100 , a oU 0 z� in <w �z <� ao W S VJ > op LL z w = F O Mj 0 a= 3 E2 J LO a; co O O O U r r^ VJ 0 CN CN � Cy) 1<C I � M u , (0 N LO L0 N Q cY) j T— E c� c Ch M Z Z E C) W f4 r M v � ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D2 -71 i ----------- Ti H - ter, lFT 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 e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT W INDOW 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 WEATHER RESISITIVE BARRIER JJJIII TAPE (ASSEMBLED NANDOW ) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure 1 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 rr enir_i ^' ^ "I WEATHER ✓E BARRIER & ;ARILY SECURE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER 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(D in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) 4SHING WEATHER RESISTIVE BARRIER O Q , SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE 4 JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING Q SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- V-4" PER PLAN V-0" PER PLAN 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) ° FILL WITH GROUT a ° da SLOPED MUD BED n d VINYL SHOWER PAN a d d FI SHOWER SEAT < SELF-ADHER J 4 4 � SELF -ADHERED FLASHING OUTSIDE CORNER w W m z_ v WINDOW UNIT FLASHING REQUIREMENTS � DOOR ROUGH OPENING It 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. - 3/4"-V BEAD OF CONSTR, ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches, Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER AM 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 ASPHALT ADHESIVE INSTALL SELF -ADHERED D FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLANGED ING, SEE EOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RE ADHESILEASE VE AS SHOPER TO WN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall 9 finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. <> 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods, Za INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resista t Ba 7.7.At built-in Gutters. :LF-ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 Z g ILLI LU PLASTER STOP _ Cn CONTINUOUS BACKER w ROD & SEALANT Lu U = w Q w �° A Cn a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER I, 3-1/2" INCH FLANGE 11 ^'� THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER n rner Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD EALANT NENTITIOUS FINISH RAL FRAMING RAL SHEATHING SAF E PLANE WRB EAK WRB 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 -7116" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all s'\t Go Cl- _ A ^ 7M , N 0 CV pp,. LEI,. w C. No e� v1iY IF VAU ��4��✓�l7riC11 qi6►�®�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 Engineers signature and seal. 'gip-.�s`v�;;±••ra; 5' V 'IT0 O M E o r` N_ O C7 J IP Q W LL 5 ' rn N C) 0 W NM _ C7Q m a� J ZZKw L 2-_ a .+ W Z O m W Q 05 ¢ Z o D o w � N M Z U to I__ o � oo❑ M � N M o 0 o� J1/ Q Cl_ Ln Q)11 z a (D `o ll T Cn V 0 Lu o D x�+ LU m E m l•....,W k1 Nt _ � y z v o rn Q 0Cn m e� 0 C M Jw z 1 U_ {� E Q 8 U zo o oLL }N a� z0 O E co rp <a U 1r ao < �o �U pc = w z ca Nm <w cn 3 81 0 W LL <o go a _ o aF ao O `` J Y l � rn CU ~ CIO t0 07 Y 4- O T� U 04 m U i ¢1 0 O LO Q LO � M00r Y J CV E 'E CY) M CM z co Z E oin E ui CL o U J 6 Q W J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. WP Mounting Brackets i 1td Gauge!, 4-1 r2' x 4-1 r`T x 2-12" See Anchor SchQdule BC 1 dXr Dial- A (Ty washers ,,+n Self-Lockif ,g Nuts Back Cross Support (May be cut to w} Right Bracket (16Gauge) Tor r a f14Sue if-firIII ling . Screws A/C Urtlt Boll Edge s`-tlt7[IC�r:13 StT4�p (Tyricll- 3 in front) Front Cross Support ae cut tow) Left Bracket (16 Ga ugel 111145elf-Drilling �Irelv'I$ThTU Bracket & Back Crm Support Into A/C 'Unit Bortom Side Jypic* 3 each side for hurricane use) 3rns:di� ur4t lalirur a€Jstrucr3lcrs ar€ f-vildott xnd li lIs s-o A, $rarer (e�As` L-I at Ii16i tL1 nYb�iE}JIC "I rertRCYr ir� d311fies, win mPPW Florida Department of Business & Professional Regulation Page i on Building Codes and Standards I W&2021 Product Approval Application Detail ,�- w.. ..+. � +rf :v+3gU`f ;v. ,.,a'4. _,.-:..#..+s. ... .�h.$ 'r',. ,fv7w.3' .-. ...- v s..G-"„�tt s �, �,a: �.�.- �:1,�r 3r �...-.cv.s, t��v+'s�x���.`z `�(`�. ';Y 4t r... e . �, -. .:ri�• code engly or Data g Date Date Paul pone Toe Version Manufacturer Contact Endlnaer.&Wants. Validated IN VzIldi Submitted PBC Approval A,pgLq:((sd Old"$ Affirmation 2020 Smart Vent Products; Inc, Mtm l Gni Hennes F, Nrrero P.E. Locke 9-den P.E. 12M612020 42M6f2020 12282020 Approved Category: Structural Components (877) 441-8368 PE-73778 (3341300-1600 Subcategory: Products Introduced as a Result of Infoosmadventcom PJew TeotnolaBY Compliance Method: Evelueticn Report Iron s Florida Registered Architect .,a Licensed Florida Professional Engineer F L#59i Products cruelty Assurance Approved for use Aooll for Use Impact DD.1�1 Son# Product Mod&. Numher or Name Preducl D-dirntian Contract Expiration Date in HVHZ OctalHVHZ RezistoN Pressure 1 SmaHVenl Model#1540-510 Dual Funcdon Flood and Ventilation Vent 12t nags Yes Yes N/A ♦1001-100 2 emedVeni Model #15445n1 Duel edrdilm Flood and Wntiletion Vent 12OIM23 Yes Yes N/A +f00F 10o 3 SmanVeni Mader#154U520 Insulated Flood Vent 12/3121)i Yes Yes NIA +1001-1W 4 Simi Mod' l#1540.521 Insulated Flood Vent 12(312023 Yes Yes NIA +100A 100 5 Sma rtVCM Modal#1540,524 161 Garage Door Flood Vent 12/312023 Yes Yes NIA NJA 6 Smadvent Model#1540P570 Wood Udall Insulated Flood Vent I Mi2023 Yes Yes NIA +10WI)o 7 SmanVeni Model 41540-5,4 14.5&qua`: Garage Door Flood Vent 1213f2023 Yes Yes NIA N1A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oft M412021 v Code Entity r pang Dal- Date Pending Data Tile Verslon Manufacturer Contact Enpinear&License Validated By Valiperad Slhmitted FBC Approval Approved atodus. Revision 2020 Drexel Metals. Inc, Jason Shumate Zach Dry R. Priest Locke Bowdon P.E. 081 081D9/2020 08202020 10113r2020 Approved Category: Roofing (502) 303-1511 PE-74021 (334) 300-1800 Subcategory: Metal Roohng Isnumeta@drexmet.com Compliance Method: Evaluation Report from a Florida Registered Amhilect or a Licensed Florida Propel s tonal Engineer FL#1715E-RB: Products Ouallty Assural Approved for Use Approved for Use Impact Poston Ueq# Product Model. Numbor or Name Product Description Caltract Expiration Date Ind Outside Hi Resistant Pressure I Drexel Metal Roofing Systems DMC 10ONS, DMO 15055; DMC 1756,, DMC 200S, 1Z212015 Yes No NIA +07-180 DMC 5V Florida Department of Business & Professional Regulation Page 2_ I Building Codes and Standards 0162023 Product Approval Application Detail -, �. <_- .- code Entityor Date ate Date Penchi Data Tv Version Manufadumr Contact Enainair&License Validated Be VV,Y�d Submitted FBC Abdul Approved status Revision 2020 Therma-Tru Caporahon Steve Jespersan Lyn don F. San m et. P. E. Ryan J. King, P. E. 04/152021 12l3V2020 04222021 05,082021 Approved Category: Exterior Door, (sub. 843-7628 PE-43409 48131767.6555 SubCazegory: Swinging Exterior Dom Assemblies staspersonQmermstru,c C.mpllabce Method: Evaluation Robot from a. om Florida Registered Architect. or a licensed Florida Profeselonal Engineer FUrila/fig-R5. Products . Ouslily Assurance Aoorc-d for Use Aporovod for Use Imoset Dol Product Modal. Number or Name ProduA Description Contract Exolralion Date In HVHZ Oul HVHZ Resistant Pressure 1 e.Thera-Tru Fiber-Clesslc and Smooth -Slat Nominal08ill 8quotimpad8quot Opaque 12f312026 No Yes Yes NIA Composite Edge Fiberglass Single Door tlnswalg/Outswinp: X configuration) 2 b.There-Tru Fiber -Classic and. Smooth -Star Nanlnal6&il&gUeVin"ct&quol: Opaque 1231I2020 No Yes Yes NIA Canposee Edge Fiberglass Single Dcarwith SideRte(s) (Inseing/Outsaing: XO. OX or OXO confguratims) 3 c. Therma-Tlu Fiber-Classkand Smooth -Star Ncminal68.#39:86quctlmpacMqual:Opaque IM12026 No Yes Yes NIA 4 d. Thepna-Tru Fiber -Classic and Sdmth-Star 5 s. Thera-TYu Flher-Classic and Smooth -Slam 6 f Therma-Tru Fiber-Ciassk and Smooth -Star .I g. Them it Tru Flher-Classic and Smoolh-$ar 8 h. Thera-7ru Fiber -Classic and Smooth e i, Therma-Tru Fiber -Classic and State lam 10 1. The --TN Fiber -Classic and Smooth -Star 11 k.Therma-Tru Fiber -Classic and Smooth -Star 12 I. Therma Tru Fiber -Classic and Smooth -Star 13 m. Themfe-hu Fib-Classle an d Smodh-S or 14 n. Them,al Flher Classc and SmoothSlar 15 o. Tranne-Tru Finer -Classic and Smeod-Star 16 p. Thera Tru Fiher-Clo.id and Sm-th-Star 17 q. Thermal Finer -Classic and Smood-sal Composite Edge Flbeniass Double Dog with or mithout Sldelitel i Inswing10utel XX or DXXO configurations) Nor lnel 8&#39;0 &qua;lmpec[&quo; Opaque Composite Edge Fiberglass Single Door Ilnsxing-lutsel g. X cotliguirl Nominal 8&#390&quol;Impx.&quof Opaque Composite Edge Fiberglass. single Door with Sideliteisl tl-1rrglOuts,ng.XO, OXm Ol ccafgurallonsi Nominal 89439 0 aqud Impact&quof Opaque C lbopte Edge Fiberglass Double Dom vith or with out sltlalkes (InsMng/Oulsning: XX or OXXD Configure ons) Pleml-I 6&#39:8 &qud:lrmect&quof: Glazed Composite Edge Fihergla-Sngle Door (r .'slOutsaing Xvonfgurauon) Nominal 6&#39 8 &qud;lmpac[&quot Glazed Composite Edge Fiberglass Single D-lith Sidelites Insadln /OUtewin •XO OX or.OXO g. emfgural 9anal Nall 68#39;8 aquorlmpactaquot Glazed Composite Edge F berg!... Double D-,,dh or with nutsdelltes flnswn Duts Mh8 XX or OXXO ffi ccefiguratlonsl Ngmnel a&#39;0&quof Impact&quo; Glazed Composite Edge Fberglass Finite Door (Insainglotsning Xcamiguratiort) Nominal 8&#39 0&gboklmwct&quof Glazed Composite Edge Fiberglass SIs01e.Dawwith Sldel ter s) (Inscinglautaw irs; XO. OX or OXD cmfguml prism Nominal 88#39 0 &qum;lmpact&quof: Glazed Composite Edge Fiberglass Double Dom vr6h or "' Rh cut Sldolkos 0mxnmitOuteMng, XX or OXXO configllrazlan9) Nominal fl&4398&qu cope qu at'1 ct& ot_Glazed Molded O cn Composite oco osde Edge Fiber9asSing le Door(nsngrc X com'su Nominal 6&#398 &qua Impad&quot Glazed Molded Open Compoeae Edge Fiberglass Single Door with Glazed Molded Open adellte(s) (In-inglCul XO, OX or OXO c Ast.,ehms) Nominal 6&#39 8 &quof Impact&quof Glazed Molded Open Composle Edge Fiberglass Double Dom with or without Glazed Molded Open Sidelnas (Inwingl06lsuing; XX or=0 configurations) Nominal 68#39:8 &qu oJrnpact&quot Opaque Composite Edge Fibard- Single Door alth Molded Open Sldellt000 (Inswrcg ousvang; XO, OX or OXO configu r ions) Nominal 6&#398 &quotlmpact&quof; Opaque Composite Edge Fiberglass Double Doo lihor ydthout Glazed Mooed Open Sidehtea (Inssing/Ouu,v1rl9; XX or =0 configuration S) 12/31/2026 No Y. Yes N/A i MIJ2026 No Yes Yes NIA 121312026 No Yes Yes N/A 121312026 No Yea Yes WA 1Z/MnC26 No Yes Yes NIA 12312026 No Yes Yes N/A 12/312026 No Yes Yes NIA 121312026 No Yes Yes NIA 12/31/2026 No Yes Yes N/A 12/312026 N. Yes Yes NIA 121312026 N. Yes Yes N/A 12131/2026 NO Yes Yes NIA IM112026 No Yes Yes NIA 121312ori No Yes Yes NIA Florida Department of Business & Professional Regulation Paget of Building Codes and Standards 1Ff2021 Product Approval Application Detail Code lintity or We Data Data Pending Data The Vil lOn Manufacturer Contact Endmilar & Lt.-,, Validated av Validated Submitted MC Aopmval Audi Status Revision 2020 POT Industries Jan. Rosvwskl Miami -Dade DOW -CER Mlaml-Dada BCCO -VAL IVIW2020 1026l2020 11242020 Approved Category: Enerlor Door. (941) 466-0100 (7661 315-2590 subcategory: Sliding Exterior Dog Assemblies Irosowsd&gtlnduaMes.o Cgmplianca Mottil Certifcaaon Mark a Listing om Fuk25t-R31 Products - r�ialllx Aid,urance Uoravedfor Use Apwpved fur Use (moat[ 13s1- seg0 Product Modal Numbarar Name PoolD.... pill..,Comract Expiratlon Dale In HVHZ Outside NVHZ Reslstard Pressure 9 SOD-5570(Large Missile Impact) 1/nyl Sliding Glass Door 04/1412021 Yes Yes Yes N/A March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) s Florida Statute 553, Administrative Code 9 -72 lease provide information and oral numbers on the building componentslisted be ow if A required by Flo �d 842 and Florida Admire a � B , p pr de the inform n n door m � i I they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expo date 1. EXTERIOR DOORS ITherm 112/31/2026 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL204 1.1 +67.0f 7. psf Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL 0 4 + 7.0/- 7.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) F1 20470 + 0.0/-80.. psf 12/31/2026 B. SLIDING MI Windows and Dears Series 420 FL15332,1 - FL15332.5 +40.0140.0 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 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/82GO ##1123 (16 7) FL8248.10 +30.01-33.5 psf 1213112023 Wayne -Dalton Series 8000/8100/8200 #1124 (16 FL8248,11 +34,41-38.3 psf 12/31/20.23 D, METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747rand 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2e 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 +35.01-35.0 psf 6/17/2027 Fella CorporationPella 10 Series FL16603 +60,01-60.0 f s. p 6/2 2023 B., HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +515.01-55+0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30,01-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60,.0/-60.0 psf 41312023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0I-50.0 psf 7/15I2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261,1 WA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soft FL15272.1 - FL15272.2 +75.0/-75,0 psf 12/31/2023 Alpha Alummumr inc. Solid and Vented Aluminum Siofflt FL16544 R5 +54.2/-54.2 psf 713012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Rood 151b Felt Underiayment FL12328 NVA 6/29/2023 PI lass USA, Inc. for Tile Roo yg � POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D, ROOF VENTILATORS Thompson Arch Fetal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 919I20.26 Florida Metal Products, Inc Vent RV 10 FL215803 NIA 12131/2024 LomancoT inc DA4 Exahust Vent FL17202.1 +97.5/-97..5 psf 12/1012025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849,28 N/A 12/31/2025 Boras Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc.. DMC 100NS1 DMC 150SS, DMC 175S1 DMC 200Sr 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 ILIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869,1 N/A 12/31/2023 6e .STRUCTURAL COMPONENTS A, WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie g see chart B, TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc.. Truss Plates FL2197A - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527,1 - FL6527.5 NIA 10/31/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630.15 MIA 9/11/2023 Commercial Concrete Products, Inc 9 � High Strength Concrete Lintels FL1774 NIA 5/25/2024 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 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pp Page 1 of 3 IJ2512022 Osg Entity or Date pate Date Pendlna gain Twe Version Manufacturer Comac Etldilleer&License Validated By Validated Submitted FBC Approval Approved Status Revision 2020 Thermo Tru Corporation Steve Jasperson Lyndon F. Schmidt, P: E Ryan J. King, RE 07/2312020 07A 2f202D OW2912020 1oil 312020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies RjaspareonCthermill Compliance Method: Evaluation Reportfrom a m Florida Registered Architect or a Licensed Florida Professional Engineer FWM70-R3 Products - DualltvAssurance Approvedfirr Use Approvedfor Use Impact Design See # Prod uct Model. Number gr Name Produpt DeScn ptipn Contract Explrallon DaM in HVHZ Outsitlfl HVHZ Resistant Pressure i a. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;8 &quoklmpactil l; Opaque 12/3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single .or (InsvnngfD.tsw rig; X configuret on) 2 It. Therma-Tru Fiber-Cfassic and Smooth -Star Nominal 6&#398&quotlmpact&quof Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Doormth Sidelkl (ImnsinglOutswing X0, OX or OXO configurations) 3 c:Therma-Tru Fiber -Classic and Smooth -Star' Nominal6&#39;8&quot;lmpact&quot Opaque 12)3112022 Yes Yes Yes NIA Composite Edge Filosiaas Dou bie Door Wth or without Sidehes (Inswing/Outill XX or OXXO configurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&939:0 &quot; Impact&quof; Opaque 120172022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Inswingfout-mi X configuration) 5 e. ThermlFbar-Classic and Smooth -Star Nominal 8&#39; 0&qupt; lmpad&quot Opaque 12131/2022 Yes Yes. Yes NIA Composite Edge Fiberglass Single Door voth Sidel4e(s} (InswinglOutav ing: XO, OX or OXO configurations) 6 f. Therml Fiber -Classic and SmoothStar Nominal a irl &quoMmpact&quof Opaque 12131 J2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Doorvtth or vnthout Sidelhes (IrlsYving/0utswirl XX or OXXO oanfigurill ) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&i 6 &quctlmpactill Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (I nsWng1Chnswing; Xconfiguration) 8 h. ThermlFiber-Classic and Smooth -Star Nominal 6b#39.8 8quotimpac quof Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single DoonMth Sidelite(s) (Insw,nglOutswing; XO, CX or GXO configurations) 9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 0&#39;8 &qudOmpact&quot Glazed 12131l2022 Yes Yes Yes NIA Composde Edge Flherglass Double Door v4th or Mthout Sidelites (nneving/Out.Mir g, xx t OXXO cohfiguratlors) 1 D J. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:0 &quctllmpad&quot; Glazed 12I312022 Yes Yes Yes NIA Composite Edge Fiberglass Sing]. Door (Inswing/Gutsw g; X configuration) 11 k. Therml Fiber -Classic and Smooth.5tar Nominal 8&#39;0&quetimpact&quof Glazed IV312022 Yes. Yes: yes NIA Composite Edge Fiberglass Single DoortMth 5del3e(s) (InswinglOutill X0, OX or DXO configurations) Thermal I. ThermaFiber-Classic and Smooth-scarmi Nonal a&#39;0 aquotlmpaot&quof Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door With or without Sideldee (lne`wirg/Outsovar ; XX or OXXO configurations) 13 m, Thermal Fiber -Classic and Smooth -Stair Nominal 69#39,6 &quotlmpact&quof; Opaque 121312022 Yes Yes Yes NfA Composite Edge Fiberglass Single Doer moth &quotNon-Impact&quot; Sidelites) (Ineving/Outswing; XO. OX or OXO configurations) 14 n.Therma-Tru Fiber -Classic and Smooth -Star Nominal6&939;88quot;lmpact&quof; Opaque 121311-2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Doorwith &quot;NorH Impact&quof: Sidelites (I nswinglOutsvu rig; OXXO configuration) 15 O.Therma-Tru Fi ber-Classic: and Smooth -Star Nominal 88939, 0&quot: Impact&quot Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door v ith &quotNon-Impact&quilt; Sidelite(s). (Inswing/Outswmg, XO, OX or OXOconfigurations) 1& . Thar a-Tru Fiber-Clossic and S oth-Ste p m .. coo r Nominal 8&#39 & uotJ act& not Opaque q ,cop. 12J312022 Y es Yes Yes NIA e blDoor ComposlteEdge Fiberglass Dau ble OaoC with &quotNon-Impact&quof 3toelites (I nsMng/Outstn;l ng; OXXO configuration) 17 q.Therma-Tru Fiber -Classic and Smooth -Star Nominal6&ld39,B&quct;Nan-Impadlil Opaque 12J312022 Yes Yes No NIA Composite Edge Fiberglass Single Door (InawinglOutswing; X configuration) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 8quotNon-Impedt&quot; Opaque 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sldellbi (InswngloutstMng; XO, OX or OXO configurations) 19 s.Therma-Tru Fiber -Classic and Smoothil Nominal 6&#39',6&quotNon-Impaat&quot Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass Di Door until or 1Mthout Skieittas (Inswing/Outs+ihrl XX or OXXO conrigurafons) 20 t Therma-Tru Fiber -Classic and 6DroothStar Nominal 8&#39;0 &quot:Non-Impact&quot; Opaque IM112022 Yes Yes No WA Composite Edge Fiberglass Single Door (I nsveng/OutswAng; X configuration) 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quotNon-Impaat8quot Opaque 12/31/2022 Yas Yes No NIA Composite Edge Fiberglass Single Door with Sidelhe(e) (Ining0utilg; XO, OX or OXO conflauragonsl 22 v. Therma-Tru Fiber -Classic and$mooth-Star Nominet Stir all uot;Nor- lmpad8quot Opaque 12131r2022 Yes Yes No NfA Composite Edge Fiberglass Double Door wth or vdthout Sidelites (Inswing/Outswing:-XXar OXXO configurations) 2S w Therma-Tru Fiber -Classic and Smooth -Star Nominal 11&#39;8 &quotNon-Impad&quof; Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (I nswinglOutswirtg{ X configuration) 24 x. Thermlil Fiber-Classio and Smooth -Star Nominal a&#39;8 &quotNon Impact&quof Glazed 12131/2022 Yes Yes No NfA Composite Edge Fiberglass Single Doc, with Sidel'he(s) 0 nsW hg/0utaW ng; X0, OX or OXO configurations) 25 y-Therma-Tru Flber-Classlcand Smooth -Star Nominal 6&039;8&quet;No hnhpact&quill; Glazed 121312022 Yes Yes No WA Composite Edge Fiberglass Double Door Writ or without Sidelites (InswingfOutswing; XX or OXXD configurations) 26 z. Therrna Tru Fiber -Classic and Smooth -Star Nominal B&#39;0 &quotNon-Impact&quilt; Glazed 12r31/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (I nswngJOutswing; Xcontiguration) 27 za. Therma-Tru Fiber -Classic and Smooth -Star Nominet 8&03908quotNon-Impact&quo; Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door wdh Sidelte(s) (Inswing/Outsl XO, OX or CXO configurations) 28 A. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;08quotNon-Im&quof; pact Glazed lV31/2022 Yes Yes No N/A Composite Edge Fiberglass Double Door Wth or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 afz I rd2021 Code Entillor Pet Data Daze Per llm Date T p9 Val � Manufadurar Care t E ndinyar& License Validated By Ya itlazAd submitted FBC Approval Aooroved St us at Revision 2020 MI Wlndav9 and Doors Brent Sinner Luis Roberto Lamas Steven M. Urlch, PE 10/0612020 10/062628 1on9i 12/1512020 Apprised Category: Exterior Doors (717)365-3300 PE-62514 1717)317-8454 SubCaroaory: Sliding Exterior Dom Assemblies bsmingerQmivrd.com Compliance Method; Evalualiol Report from a Flodde Registered Architect are Licensed Florida prolesslenal Engrnear FI io.5832-R8 Products duality Assurance Approved for Use Approved for Use Impact Doslon sea# Product Model. Number or Name Product iiescriutlon Con(ract E9121[11 Date In HVHZ Outside HVHZ Resistant Pressure 1 SERIES 420 ALUMINJ M SGD SERIES 420 ALUMINU M SGD OXO 12+372024 No Yes No NIA 146-314"otx80&quof: NON -REINFORCED 2 SERIES 620ALUMINUM SGO SERIES 420ALUMINUMSGD OX. XO,XX 1MI=4 No Yes No IUA 96&qud;xa0&quck NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUMSGO REINFORCED OXO IM112024 No Yes No MIA 145.3/4&qu ctxs6&quof; 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUMaOD REINFORCED OX 121312024 No Yes No NIA XO. XX 966quotdt968quof 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM13GD REINFORCED XXX /27312024 No Yes No NIA 1438,quotx96&qud; Code Typa ye Xlp Dranufacnuer Revision 2020 w2yro-Danon,a division ofoventead Door Corporation Category. Exterior Doors 6ubCat.ol Sectional Exterior Door Assemblies Compllano¢ Method: E"valuatim Reppn from a I'll Registered Architect or a Licensed Florida Professional Engineer PL#8248-R2D Prdduda - §ey # Product Model. Number or Name 3 018 80D10018 200 0 #1105 10 6009,31009200#1123 11 800016100/6200 #1124 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Et Z page of -2 ir91Y021 EnBN or [We Date Date Panpino Me Contact Enalneer 8 License Validated Validated atil'.11tild FOCAppmval Atoll status D.tiayne Kernish John E, Scales JeflreY P. Arneson, P.E. 1 D1122D26 0922J2020 10232020 12(152020 Approved (330)763-8121 PE-61737 (904)821-52M dkom I shMwayne-dalton.c om OualJb Assurance Anmeved for Use Approved for Use Impact Deaden Product Descrlotlon Comract Emlraflon Date In HVHZ Outside Hi Resigaint Pre�ssrL 58hil Max wlcth. 44&439; Max height. ni-Mg 12/31/M3 No Yes Yes +31.001-35.00 available In l0P or ln-o tdlale section. 16&#39; Max width. 144#39: Max height, Oozing g g 121312023 No Yes Yes +30.OW-35.50 evallablein lop or intermediate section. 16&#39: Maxwidth. l4a#69: Maxhelght. Glazing 1213112023 No Yes Yes +34.4003.3P ,a liable In top or intermediate sealon. Florida Department of Business & Professional Regulation Fagot of t Building Codes and Standards 1W021 Product A roval Application Detail Approval PPi Cy4g .� Entity or - to - Data Date Perna two �. Tvoe Version Manufacturer contact Engineer&License Validated av Validated Submitted FBC Anpmeal Approved Status Revision 202o Curries DlvislaT of AADG. Inc. Tom fistful UL LLC Troy Bishop, P.E. 12M0I2020 12N12020 12212020 Appro✓ed Dome Category: Exterior Dos (641) 494-2813 s54) 947-08110 Subcategory: Exterior Door Components mn.mhaY@?ess, ehloy,co Compliance Method: Certification Mark o Listing i'n LA11537-RH Finaduds f Quality Assurance Approved for Use Approved for Use lmDaC1 Dia# SeProduct Modal Numberor Mama )I Wwt Dasrsli Contrail Exoba[lan Date In HVHZ outside Hi RaslstaM Precsurs 1 607. 707,727, T4?. 75T, 777. and 84T Single and Farm of Flush Glued. and Louvered single and pairs of 1MI2025 Yes Yes Yes WA Doors hallow metal doors Florida Department of Business & Professional Regulation Page 1 oF2 Building Codes and Standards trsro2l Product Approval Application Detail Code Ill or Data Data iJata Pending pale l e Version manufacturer Contact Engineer&License Validated By Validated Submitted FBC A®oval Ao-sd st ul Revision ZD20 MI Wlndpwsand Doors Brent Stringer American Archltodural Sloven M. Urich, PE it/1?020 IV172020 112712020 Approarad Category: Windows (717) 365-3300 Manufacturers Assodistidn (717) 317-8454 SubCategory: Single Hung bsdbnger@mludoom Compliance Method: Cenifieation Mark a Listing Quality Assurance Api-asifor Uea. Acorpved for Use Impact Da9tge Sea# Product Model. Number or Name Product Descrption Contract Expration On In HVHZ Outside HVHZ Resistant Pressure 2 195 SH 52x72 Fln/Ra lr Frame IGSG Single Hung 10/082023 No Yes No +60/-60 Laminated Gress N U) a--r 2- 2 ii o O O O O W (� O O .tea I� 4i- >> O y�70^ ��1 .� �`j/^V.a v / CL Q Z Z W J eta = t =^ w LU ate... .."S-- ^� ® r - 0'+-d CC5 Q 42 ;J a- on tie C43 a�s cLs R S l r:: L Cl Cn CD E -F� Z C.10 M O Le- CL O rV` L. U O ^L_ I..rL U CIO m H O LCU UJ W Z Z Z Q J it SHEET NO. PA 1.0. _*_-I` (1) (3) C_ Florida Department of Business & Professional Regulation P.U.6.iI3 Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation page I oft Florida Department of Business & Professional Regulation P.gl — -0 > 0 Building Codes and Standards 1125022 Building Codes and Standards 15"021 Building Codes and Standards I 512021 Building Codes and standards 1 M12621 = = -"-' a). 2 _0 .------ Product Approval Application Detail Product Approval Application Detail PToductApproval Application Detail Product Approval Application Detail a) (D = 0 (3) CD_ 0 L_ � -1 � ­ -_ I I I I—' �'�'�C'�"�'&6��_ I , code Entil Date Date Date Pend ing Date , I I I Y M —0 0— = . T- Version Manufacture Contact En a in-, & License Validated 8 Validated Submitted F50 Approval Approved statru Cod. Entity . 2all. Da. Date Pjandinci Data 0044 Entity or Dal. Date Palo pell Data Code Tvmt Version fillsoufacetuns, Illmity or Palo Dale age Pending Date Comsat EmArne, & Licame. Valitil submitted Fal- A-val A, ... s, Status . _11I.—j a) (1) R-iai.n 2020 Therma-Tru Corporation Steve J,spR,­ Lyndon F. Schmidt P E Ryan J. King, P.E. 10107i2021 09118=1 1Q11sf2021 12/1aQ021 Ampr-, Woe Vanclor Manufacturer Contact Engineer a License Vail Sy Validated submitted 12SCApprov.1 Approved Status TV— Vansion Manufacturer Contact Erb-,,,,& Licarm, Validated By VW[d,t,d Submitted FERC: AiRwroval Aa,,v,d Status 6) 0 -4.- U) -t=! Category. Exterior Dow$ (800) B43-7628 PF4340B (81 3) 7137-6555 Aff-.ti.n 2020 MGT Ind.trias �­ I'll W.'ri-osid. ECCO - CER vli­�D,de 6000 - VAL 1 1A)512020 ll,'0512029 11f1ir2020 Appr-d ReVisleM 2020 MI VORdWS &Rd Doors Brtnt stinger America, Ar.hitactural Steven A Wch. PE icW06=20 IW0612020 I Orli�2020 Appecti R.,A,.R 2020 MI Wrid-s.rd D-s Start Sliflinger Am.6 ... AnchitisaWnd Steven Is. Lkich. PE 1 V22/2020 11/2212o20 11,2aQO20 Approi = Subcategory: 6wriging Extermfor Cloor Assiramic,lice sjasperaor%@thermatru.co category: W,d.- (941) 486-0100 (Tab) 315-2590 CaRegary Windows IT17) 361-3300 Mim.fact,ji-arsAviscomacca i717) 317-8454 Calogion, WIndow (717) 365-3300 MaRufMotu­As,,ecRsbon f7l 7) 317-8454 lbsitingeinCrti,xid-com, Com p4lance Method: E­l,u.ti­ Report from . fir Subcategory-. Single Hung jr.-capgairldNiumis.c, Subcategory: Horizontal Show dsrJk­g,r0_m*d..m­n SubCanigairsi Flired Compliance Method; Cartification Mark or Litiving W -0 0 -0 Florida Registered Architect or a Licensed Florida Professional Fngm� C.Mtrills-Russfical: Camficsfi. Mark or Ustirg .. Compliance Methork Carfiffneaw Writ orl-lading 0 - - _a FWDRII-Ral Pro FL01:13M-FIS Products F41SMS-91tFir,clud, n%20461-R? Produc Quarts, Ass ... a, Apgrarn,filforubins Acimmved fie, Us, imbed Deal- Quality Alfiluriancy Approsaidiorthia Approved for $Jae Impact Desion OunalityAssnmrs, Anniested for Us, Aml-c! for Us, Ifififina D.alcm 0 CD_ = 0 3:: Quality Assum n Cis ADDRoMadf-Use ADDravedforlilite Impact aesiad se" � mine MoO.W Number or filatme Product Ifieseription Contract Extifiratloni Date In HVHZ Outside HVH Resistant Pressure s--# Ras 1, HVHZ 0,190, HvHZ Risnalstant Prinaltura sh"a A Product ll Umber or N Product Descril Contract FiRlDhatkin Date Ifin KVHZ Outside MVHZ Resistant Pr,aau. [_ 0 LL — sea X Product Model, Number or Name Prod fifidt Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 , IL.,g. MI.O. IMP.,t) Vinyl Single Hung Wind- 07OK)t2025 V. Yes Yes rVA I HIS 108 FIR and Flange Frame 7542 Itsulabod GlZa 02JIM024 No Yes No -551-55 1 185 PW 73 . 72 InstAiltisd Mass 04)03/202Z No Yes No -=-so = M =_; CU 1 a. Therma-Tru Fber,Clawic and Smooth -Star Nominal 6&II &quot.Non-lirdsactr3quot, Opaque, 1213V2022 Compoerifte Edge Fiberglass Dow No Yes No NJA "_ Single (InewriglOutswing: X ocurfiguratim) f) —0 2 b. Therma-Tru I'llber-Clasalle and Smooth -Star Nominal 69#39;8 &qwt, Nord mpaclAquot; Opaque 12J3112022 No Yes No N/A 'L F= Composite Edge Filt,engificis Single D.wwith (3) 113.) Lo- Sidelite(s) OnlawnglOutsvving; XO, OX or OXQ (n L_ -6� CL ornfigun,tion%) - F= (1) CU -.2 c- 3 c. Theransl Friner-Clowli, and Smontr-Stgr Nominal G&N30;S &quct,Nor-lmpaetSl Opaque 12/31f2022 No Yes No NJA Co ,.4.- Fiberglass Composite Edge Dibuiple Dow vAth or __ C= � U) < without Sidelitm (rnsvAng*uts,Mmi: XXor OXXO -0 . - configurations) 4 d. Thernmi Filbenrlas5it, and Smooth -Star Nominal 7&#39,0 8quot,Non-Impaod8ccut; Opaque 12131f2022 No Yes No N)A Composite Edge Fiberglass Single Dow 5 e. Thernma-Tru Fibell and Smouth-Star (InsWrig[Oubloving; Xtowfiguratiol Nominal 7&#39,0 &qucdNon-ImpadI&quot; Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single Dow With I Siddilike(s) (InavyngfiO�tlsvvingl; XO, OX or OXO -infigurstions) 0 6 I. Therma-Tru Fliner-Classic and Smooth -Star Nonflinal 8&#39;0 &quotNon­ImpaK%5l Opaque 12/3V2022 No yes No NtA Florida Department of Business & Professional Regulation Fare. i at Florida Department of Business & Professional Regulatlon P.9.1 at Florida Department of Busirrill Professional Regulation P.S.1 at Composts 7dge Fiberglass Single Dwr Building Codes and Standards 111512021 Building Codes and Standards 1 V2021 Building Codes and Standards IRV2021 franivinglOctswing; Xcordigurattion) 7 g, Therna-Tra Flocv-Chi and Smockh-Sts, Nominal Sail &IuRculon-Implactiftuol Opaque 12V51=22 No yes No NIA Own poelift. Edge FibergarpsSingl. Dizii Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelde(s) QnswinglOutswing: XO, OX or QXO � , __ - - " I _01- � - 'I, �� "� configurations) 8 h. Therma-Tru Filber-Classic and Smoctih-Slar Nominal 6&#30;0&duot;NDn-lmpaclt&qul Opaque 'W3112022 NO Yes No NA Composite Edge Fib.rg] ... Donbas Dew with or vAthoutSidelit�s(ins�fingiOutm�o,XXorOXXO I", , , 7 __ Carlo aaelfitip - one cat. Oat, Flamilfires Vat. .�� I c.d. Entity Oat- Sate ced, P."dine MIA! I I _ Cod. Entity or 2" Da. Case P.Mile. RAR 4 config­tIcins) III= Version Manufacturer Contact 5n,irsear It lucerfilies vskilied W Validated ScIfifirift.4 FaC Ammnival Anil ALill Ts"s, Version Manufacturer Contact Emilraer & Lifirema. Validated 11, Validated 4allsbutt FZC Avoroyal Approve status T­ Version Manufacturer Contact Engineer & Llcan Validated By Vaildathild Submitted FSC Approval Appirove<1 Star-- 9 i. Therma-Tru Fiber-Chassfic, and Snicroth-Star Nominal 68#39,8 &quot;Nw-Impaci Glazed 1213112022 No yes No NA Affirmation 2D20 POT Industries J.Ra R.s.sysW 1A.Mi-oildis BCCO - CER Miaml-Occe 3CCO -VAL I 1MM20 11,0512020 1111112020 Approved Reviewn 2020 MI Wind-. and D.ors Grant Sitlinger Ltla R L--ar PE St- M, Lkich, PE 101OW2021) lt,1001)20 10l 12M5)2020 Appr-d Affirmation 2020 PST Imic,brifiel. Jefic R...sld Mhinil-DMR, SCCO - CER Miarm-Dade BCCO - VAL 11MM20 11105,12020 111i V2020 Approved Cormposite Edge Fiberglass Single Doeo, Catog.,in Wnd.,. (941) 486-0i 00 (TAG) 315-2590 Cad.gmy: WindMve (717) 365-3300 PE-625,4 (717) 317-8464 Category: VA,d-s (941) 466-0100 (786) 3i!5�2590 (InawnglOubywing: X configuration) suhc,t,g,,y: Fired firol"We"Idep9lindusti SulfiCatoggi,,, M.W­ tmifil6ndoramirval.tom Subcategory: Mullion, )roa-likiQifigarclustilead 10 I J. Therma-Tru Fiber-Cassic and Smooth-aar Nominal 5&939;8iquotNwi-Impad&qul Glazed 1MV�022 Composite Edge Fiberglass Single Door vAth No Yes No NIA r.rnpilaMco Mall C,,Iifi.ati- Men, c, Liating cim Ccifinplism. Method: evsWshon Report torn a Fadde Registered Amliftect ­ Ll..b..d Florida, Compliance Method: Centiliter- Mark � Listing om Sidelite(sl (InavviriglOutsvAng; X0, OX o, OXQ I "243.R24 areal P,.Nceio,.l Engineer FLOQUA11laoril I . 11 k Therri Fiber-Clsissio and Smodth-8tar configurations) Nominal tH;A39;63q--tN-n-ImP-dt&q-crt. Glazed 1213112022 No yes No N/A a -lit, Assurance Actinevadfor Us, A-,,v,d for than firter.act Do,[- F LIM 5351.R5 Products Quoit, Assurefiess Acturranniciforthfis Approved for Use Im ... I Doefican Z Gumposhot Edge Fiberglass Double Door with or -So- k Product Model. Number or Me- Product C-latle. C,t,,ct E,,ir,tIQB Data in HVHZ Oustsid, HYH Resistant P-,, I 420 Product Model, Number or Name Product Chasedilifion Carol explation cal In HVHZ Quittild. HVHZ Resistant Pressure Without Sidefites (lnswIng1OutSwmg� XXor OXXO 5 PW-5520 (Long. Wasik, l.p.di Vinel Fl.,d Wnd­ 04W2023 yas yes yes N/A Quality Asocnarse, Androvellortni, Actereved for ths, ],,act Dwican I MuIllons for All Coors and Windovoil Aluminum Mfilifidns 05126�2020 Yes yes I Yes WA configurations) a--# pliduall NuanteriarNern, Product Dediadifitlan Contrall r Dato a HVH Octal& 14VRZ R.Wildsofit Prosou. 12 1. Themmi-Tfu Fiber-Classid and Smoth-Star Nominal 78,939;0Squorti'lon-Imparoffiquot Glazed 1213112022 No Yes No NIA 2 ?a4 0214 V.di­1 AJ.min.. vi No Yes Y.a N/A Owri Edge Fiberglass Single Door (Ints,ringfoutswing; X -figuratil,ni 13 m, Thormajr, Fibe,-Cl-cand Smooth -Star Nominal 7&939;0&q..tNw,-mp--t&q­E. Glazed 12t2l/2022 C_ipci.ib. Edge 'It.glasse Single Dow with "I'd, Yes No NIA Sidefite(s) OnswinglOuawng; XO, OX or OXO configurations) 14 n. Thanmajinu Fifiria,Classid and Smoayth�Stdir Nominal 8&#39:0&qQotNon-Impact&qucdl; Glazed 12)31�2022 No Yes No NIA Z Composite Edge Fleergificass Single Door (InwAngfOutswing X corifiguration) 15 o. Therma-Tru Filber-Classio and Smooth -Star Nominal 8&#39:0 �quot.Ncnn-1 firipant&quot, Glazed 12131 r2022 No Yes No NA Composite Edge Fiberglass Single Door Aith Sidelil (I nsvvrg/Cru�sv6ng: XO, OX or OXO configurations) Florida Department of Business & Professional Regulation False I orl Florida Department of Basiness. & Professional Regulation Page 2 02 Florida Department of Business & Professional Regulation Page 3 04 16 p. Themna-Tru Fliber-Classic and Smooth -Star Nominal B&#39;Q &qumt:Nw.I mroact8quot. Glazed 1213112022 No Yes No NtA Building Codes and Standards I 10;2021 Building Codes and Standards 1002Q21 BtAilding Codes and standards Z02423 Composite Edge Fibeglacas Double Doorwith or Ytithout Sidelfitas �Insmng;Outya(irkg] XX or OXXO configurations) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W 17 q. Thami Fber-Clisesid and S-th-Star Nominal 68li &qumzNon-Impac:t&quot Opaque 12/31i2022 No Yes No NIA — � , ,C4� j , �%�;v2'Abpcl � , OFT 1W, Ma -11 �" A11,11- ,IT g I � ", �� ��f_-' ­7 'Y '- -"" ­­,"n- " "IN '�� ' '3�1,1 -, -v 'F, �. 5-y'. 'M� "I ... 1, .11 11 _ , " Y �n 'g" g ag 1, I r0,11 Composite Edge 'flaergass Single Door with 18 r. Therni Fiber -Classic and Smooth -Star Transom (InsvvinglOudsvAng; OIX configuration) Nominal 6&#U;8 &quw;Non-Imipact&quot, Opaque 12131Y2022 NO Y­ No NA cods' I .1 N�isr�� � , I ­ , rt"A v" -�� � IN' �� ,- "I "I "Ill, � ��.. �5' 'W� _ M11 ��­.'A,'��M' - 1, �'�.' - " , Ontil - - I "" Data act$ Data Pending gone Code Entity or 2ft Owe 04M Pending pmt Ced. Eriflt� ­ 2111 Data Date Pandim 2d2 Composite Edge Rbargaess Single D..,,-Ah Sideflite(s) and Transom (1-rigi/QuisvAing: OJXO, OfOx or OIOXQ configuRations) Tvml Vinson l4knicife.hunal Rai 2020 James Hardie Buldrig Products. Ind. Brininess& Licarese Validated 0, Validated submitted Far Arrumver AM-gid Status Chad Derck, V Andinev, Tim .1cifin,9.uth.fid. P,E� 0I)OS'2021 IT14M20 01,DW021 ding FEC, Appr. TV. Vomen Manufacturer Ill 2D20 Alfindle Contact EoWnisar AL Ll,,n,, Valfi&oo W Validated submitted FEC Act -A A­ndsfild Status Nick Thomi L yndo, F G.,firldt, P. F Ryan J. King, P.F, =1512021 020512021 02a2/2021 04113i Approved zum Version Ifilimurmaturfir Revision 2020 OAF Contact lbommidaALIdenea Validated a� vali'llisted Submitted FacAmarental Aporcesm atifit.l, Michael 0.1h Robert Nerainen John riv, Kn ... vich. PE 1WI912022 4 2YI 7/2922 12rAnO22 0219712023 App-d 19 .. Th.,m.-T,, Fild.r-Classio and Smcol Nominal 6&ill &quctNon-Impacdr9qcot, Opacrue 1213112022 No yes No NIA category: Panel wall$ (500) 545-BWS PE-S1662 `352) 367-2526 C.tag.y P.Ral Wells (330) 922-2389 P L-4a409 (913� 7M-6555 Category: Flooring (800) 768-3411 PF_5plilli 4H4) M-6224 Composite Edge Pbeglass Single Door Wth Subcategory: Sidng chad.clarckagiamealfiDi-cll Ulocat'garr. Soffits ,flhmm,a.,@a1,W,... Subcategory: Asph2ttankigle, m,ti.riftsfemn Sidairl (Iravvrg/OutsWnB. XO, OX or 0XO Compliance Method: Evaluation Report from . .c_ C'mpllabc. Mathoin Evaluation Report from, a Compliance Method: Evaluation Report from a mi Continuous Head and Sill configurstai Florida Regliatensid Archit,ctors ucersed notice Florida R,giste,.dA,chitbct or. Licensed Florida Florida RegrldereclAr.fid.ot or a Li..ad Florida 20 t. Tharma-Tru Filter-Cl2sajo and Smooth-SlIbir Nominal 8&939:0 &qudcNcm-Irr,Padr&quot Opaque 12131/2022 No Yes No NIA Prcrm5�loral Engineer Professional Engineer P,.f..]-.1 Em;lmar r _wnpcifit. Edge Fiberglass Single Do. with Siddil QnswingtOuttyarrigr XO, OX or OXO FW3192-RQ Prodycle FL"5272-1,15 Products F1.081124-R33 Products 21 u Therma-Tru Fdar-Clawic and Smooth.Star Cc nenuous Head and Sill configurations) Nominal 6&#39,8 squat NonAmpactisscuot; Glazed 12/3112022 No Yes No WA Qual Assuran.. Appro%vdfQr Use Approved felt Use Impact Casten Ql Asisurenee Argrennird for Us. A,,, -.A for Va. knead Ifiesion QualfirprAssurl Approved for Uses Approwdfor0do Impact 09shon Composite Edge Fibeg lass Single Door with 8-00 ProduetRodel INnaterm-filarne Pr,(I.c Descril Contract Expiration Date in HVHZ Outside HVHZ Ra81$ta.9 le"naw"re S-4 a Pcd-t Modal, Number . Ms.. Pnoduct Description Contract E.Pindl.. Data In HVHZ Ousficka KVHZ Resistant lanaseatur, Oea a Product Model, Market or Nam Product Deserlpfion Contract Elicitation Me In HVHZ outside 11v Resistant Pressur. SIdelil (InsvAngtOurtswrig� XO, OX or OXO 1 Complack Lap Siding libirl-s.mcm lap aiding 12J3112023 Yes Yes N/A N/A I a &qucx:2T&.quot: Sol Vent v Sold Vinyl Scroll 1213112023 No Yes No NIA 1 OAF Asphalt Roof Shingles for use in FBC non-HVHZ Fiberglass relator-ced 1-bilb. laminated, 54fillb and QIW2025 No yes NIA INA Continuous Head and 511 configurations) 2 Hard.PlisMit Lap Sdl�g 11fier-cament lap siding 12131/2023 Yes yes N/A N/A 2 In, &qud;Alll.Raa T4&q..t: S.fflt Vent ., Solid Vayl Borst 12131QO23 NO Yes No HIA J.,laoll.t.nis fillpfridg, ­pInift,thfirigma 22 v. Thermis-Tru Ficer-011assic and Smooth -Star Nominal 8&#313:08guot;Non-irr)paGt&quct; Glazed 1WV2022 No yss No NIA S c. liquotOneemoristrVintago Seaded&#39: Soffit Vomor SolldVinyl Wilt 12131,2023 NO yes No NJA � I Composite Edge Fiberglass Single Doorwith 4 cl. &quet:O5&fi.ot: Soffit Vent or Sold Viryl Safift 12131QO23 No yes No NIA Sidelite(s) (InsvAngtOutinaing XO, OX or OXO 5 a. 1,qual,Charter C.k&qu.t; Sc,fifit Vent or Sold Vinyl Sort 12131QD23 N. Yea No KA 23 w 7herma-Tru riber-Classio and Smooth -Star Gontinuous Head and SIIII tonfigimstiona) Nominal 68al &quot�Non4nmoacz&quoL Opaque 12.131/2022 No yes No NJA 6 I, &oUot;SvpVr SFmn&q�t. Saffit Vent 'r Solid Vinyl Will 1213IQ02� No Yce N. NJA Goompoisito Edge Fibeig less Door Panels with Vented sclelibe(s) (I nsoingrOifitawirfig; XX ,'Ot,X or XTlXX configurations) 24 x. Therma-Trij FibenClassio and Smooth -Star Nominal WS9:0 8quotNon-ImplautRquot; Opaque 12M=22 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented 11710") - = Sidelite(s) (I ns,vinglOutinaring. XX )=w X)O(X " I C3 configurations) = � ;� - 25 y. Themna-Tru Fbar-Cl2saloard Sindooth-Star Nominal 6&039:8&qv&;Non-ImPaM&quet,, Glmad 1 2131f2022 No Yes No NJA " 03 k-�' Composite Edge Fib.,g law Dow Pa rel. vAth Vented :�- - Sidelbil (I milvArglOutswing; )Q( XXX x X)= . Florida Department of Business & Professional Regulation page I of 1 Flonda Department of Business & Professional Regulation past 1 if I Flonda Department of Business & Professional Regulation pas. I dl 00 ,;?----; , I � 26 � Th.,--Tm Fbar-r1switicend Smoroth-Ster winfigurafions) Nominal 8&#39:0&qucy:;Nmn-ImPacd&qumr*. Glazed 12/3112022 No Yes No NIA Building Codes and Standards IOM12D21 Building Codes and Standards 1 'Br.021 Building Codes and Standards 1ID2021 ,_ ,", 1 .- ,7j C_� CompositeEd-ge Fiberglass Dow Plinelswith Vented C= . '_� " �� C, �- ��Q Sidellil QnswmgJCutswhg� XX XXX or XXXX . Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (a, .a -0 1=1 � ­' 27 ass Thermsi Fiber -Classic and 8mooth-Ster confIgunatiwa) Nominal 6&9S9;8&q.otN.m-ImpaR,sq.dt Glazed 1213112022 Composite Edge Fiberglass Single Dow with 3804-.0 No Yes No NJA - '< Cl- .,-; I, .- �� Ln so = - . � -4 , Z) ­' ­1 -I , � , I 11 ­­ -, - W_ ", 'M',�� Sidelited(s) Iinswing/Outtivring: XO. OX a OXO I I , . - �11 - I _ _ "I.- I, � - _< - �S= -, '-� -� confifilurations,) Cod, Entire - Data Data Data liesadirio Me code Entity or PA& Date Dale pendift P2110 code WAY or Das Dole Dater Plifinalliva Dole '�' JOS vi '" - , " ,_' 28 ad. Therma-Tru Filber-Clasaic and Smooth -Star Nominal 68,93l 11quotNon-Impaista,quot, Glazed 1213112022 No Yes No NIA Ts'no version Momisf,calurer C,MW ennimserA Lic. ... Validated 0, Y,U,I*.d $,Iarnil 1`30 An,roval Anicloved Aul T"'. V_on Manufacturer Contact Boom ... & u­P, Validated 0, Validated S,bfibltad FBC Anprowl Acnmo,ild Status TVP- Version Iftnufacturor Contact and- & Lfiolbas. Validated as, Validated Submitted Flil Approval Amm­d RZILM _ " �' 2 �n . G, Composite Edge Fliningicuse Double0ocirwith Re,visle, 2020 TAMKO Building Products LLC Kern Eden Robert Nientfirien John W Knezavich, PE 1W412023 0Q/2Sr202G 10112r2020 i2M5�2020 Approved R.'Ralo' 202a L V. Thompacin inc. dba Thompson kchitectuml Tony Christman Zacnary R. Priest Steven M. Urich, PE 09/1 7�2020 09/16n2020 OSJ2Z'2020 12115i2020 APPI-cal P.,lailla 2020 Field. Mabil Products Inc. CI.mj..s J arcas L BuReW P E-6 seven M. Url,h. PE 09Y27a020 QRnS,2020 1OM412020 12116/2020 Approvad ('�/ � ,I- - & 3&#39:0 8idialltes (Ins,vinglOutavang: OXIC0 configuration) Category; Roofing (417) 324-6644 PE-59166 f@54)772-6224 . Metals Company �TAECDI I913) 248-3456 PE-74021 f717) 317-8454 Category: RocAng (904) 783-8400 CRUCK Engineering t r17;, 317-8454 I .S! ,;-, E . = 2a - Thisfirms-Tru Filber-Clitissa. and $nno.th-5ta, Nwrfinstl 1pW3S,,O &qv.t,Ncn,-impaQfi6,quot Glazed 1213112022 No yes No N)A subcategory: u'derleymmints keml adenCemko.min Category: Feeling tory(ligmaet'noofirgocinn Subcategory; RoolingAdeassorius that are an clark@11sme.com PE-31242 '__� W C�' I -IV. 0 - Composite Edge Fiberglass Single Dool W39�0 Compliance Method: F�vl,4.aficn Report lion a Subcategory: Roofing A-sories that a,. a. Integral Pan onthe Facing System . = -�� do Sidialike(s) (IM.AinglO.tawing� XO, OX or OXO Florida Registered Ardififificit .,a Licensed Florida Integral Part offith. Roofing System Compi and. Method,. Evskiatiort Report from a I C.difillarrao Method; Eval.adon Report from a Florida Regl.b.badAr�1fift.0 ­ ludersed Florida _�; �2t - W - W so zd, Ther-Tra Fber-Classid, and Smooth-Staf confit,ura.l.ons Nornes. #36 &quot:Non-I nrpsdAqudt� Glazed 1213112022 No Y" No NYA Proesailonal Engineer Florida Registered Archit,at or, Licensed Florida Pmf.aM.Ral E�glna., -1 > , L - I so , 71- = ' Composite Edge Fiberglass Double Dow with 3&#39;0 Sideliftes OXXO P WWS-Rg Products Professional Engineer I F"5M,R2 P,,d�cti .!= W .M = - (ImirvinglO.ts"Ing; configuration) Quality Assurance Arearcivadforthil, AM"Od for LISIN 1,,,,t Dose." FjtMk10.R3 Products I Use =al, -i5' 31 ze. Therma-Tru Fiber-CIcissild and Smooth -Star Nominal 7&#39;0 &luot;Non-Impact&qudtc Shaker 12�3112022 . No Yes No NIA $-A Product Model, Number or liburne Produnit D .... Idtio Contract Expiration Date in HVHZ OcIrstil HVHZ Resistant preseure Quality Assurance Appril for Use Aebrovescil for Use Impact Deakin §MA Pr court M pool. Number x Nam. QuistaftyAssurai Approved W Alaproved for U, Impact Design PoRdurt Isa-totlan coobea E.,finiflors Data in HVHZ 0,1,id,-HVHZ Remittent P.... '11� , = E Series Composite Edge Glazed Fiberglass Single 1 TAMK0 Roof Uruderlayments(HVI-1Z) Frioll.mikeray-le hi in FBC HVHZ CS0912023 yes No N/A N/A Sn"if Product Model, Number fir Nome Product Description Contract Enclatmir Dahe 1, HVHZ ambaid. fill Resistant Pressure 3 a- FLAMCO liquot:RV 10 Ridge Yant&qfiet: Aluminum Ridge Vents for pitchedreelle fabricated 1 2131 Q024 No yes No WA M 0 Do.rveth or without 1 &439;2 Sidelififific.) (ImervinglO.b.sving, K CX. XO or OXO nonfigutablma) jurisdiction, 1 TAMCO Flat Top Off-Rdg. Vai .Ith Bans eir Tic 20 pa. statlo,"I',ontlatoi-eAth cattle OS/091202$ Y. Y. NIA N/A from 0.025'A1.mmjm a' tj - 2 TAMK0 Fool uMd,rklym,nts(NCN-HVHZ) Reefurclartay-ts for use li, FBC m.4HVH2 08,29=23 No Y. WA NvA 2 TAN[l Oc.lish.okV.nit 26 Pa. 09108/2026 No Yes N/A -0t-52.5 r__ jud.d.dors. .3 TAMCO OTT-Rldga R..rVsrt,,-4th Battle 26 ths. staticroorvertflatorwith Intagradedbal csioa`2026 yes Y. NIA NJA I 4 TAMCO Round Top Off -Ridge Vord Nvith seats for Tile 26 ga- staflonoof,entist.,with hicifir. Gwoan(126 Y. yes NIA WA Florida Department of Business and Professional Regulation Florida Department of Business & Professional Regulation Paga i of I Florlda Department of Business& Professional Regulation Page i .f 3 Florida Department of Business & Professional Regulation pq. I .f I Building Codes and Standards 19/2021 Building Codes and Standards 11112021 Building Codes and Standards W42023 Building Codes and Standards Product Approval Application Detail 3115/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) �1?1* . �61P_Vln ­ �� 1. �.'� "I �' ­ __ 'r­ , � .M - �� " 'ZI I - � � -" I .... - -i -I L. Cod. TV— version rd.n.a.tuner Revision 2020 L-,R. Entry Data two Data Poll 299 Contact Eb,in-&Ll,- Validated By V,hd,t,d ifighmsitted f5c An,,,W Adwo,od Stabj, Katrina JaIlLsy Jarnes L Suckmar, P.G. Steven M, turn. PE 1112MO20 1V23.t2020 11rZ9f2020 ding FSC App, Cod- lm V-1- itifififirRili Revision 2020 2­1 Roofing Entity! Sees Ol Oat, panel Dal- corect Enreirear 9 LJ,-, Validated By Validated Submitted FDC Apieseval Aciorcs" Status, And-, Robin IAPMO uniform Evaluation Gary W. Walker 11103TB20 1 VOM020 llftr2(20 Aopl-d Code Tvice, Version Manufacturer Revision 2020 Global Protection Products. Ll Entity or Data Delta Data Pandina Dal Contact Endineer & Lismao Vacated By vall"idged submitted all Approve Status Than Robinson Walker A. PER Jr. P F John W. Knane�h, PE OM8/2020 09X8r2020 IM1/2020 i2/1512D20 Approved CD FL#5259-R31 code Enl a Date Date 99& Qate Status Category: Feeling (501)g83-6163 PE-31242 (71-0 317-8454 Catagl Roofing (801) 380-60@11 Services LLO. (205) 854-0160 Category: Glm�tkfis,, (�! 689-7545 PE-44187 (954) 772-6224 lypEngineer . _q Version Manufacturer Contact Revision 2020 POLYGLASS USA Maury,Alpert, & Validated B _ —Y License John W Validated Submitted Pending, 81212roved Approved 1012612020 10f22/2020 FBC 12/15/2020 SufloCat ri RcolingAdc.-i--thstar- Ifilegal �Perr ofthe Roofing Syatam C..pli.��.M.1h.d:E,.I..Ii.�R�.gb-. ,jelleyQ10mandocom S.IvC.t,Gmryt Riberlirg Ties Compflamea Maori Evaluation Repent ftom a Product E,aluadon Entity RepriAnderecra?iholi fin SlubC.I.g.ri, Storm PaM.Ia ComplimteMe(Md:EvaJuationRomrtirms Ii.s.1chnsciaggpicem.- fin Category: Roofing S954233133OSmalpert@polyglass.�m Robert Nieminen Kneiz:evjCh, PE KP-Ko-al FloriclaRegiMereclArchittctoraLic�sedF]odda Florld.R.gi ansclArdifillector.Li-miscFenda Professional Emdn­ SubCategoiy: Underlayments PE-59166 (954) 772-6224 IVOV2020 Professional Engneor FL917202-RE Products F1,073411-111112 lartfidil Ql Assurance Antirrosr,ril for Us. Aornoved for Use Impaer [fieskm Fuset[5076ARR Produalt. Compliance Method: Gustily Assurance Approved for Use ApproveO for Use Impact Deslan S."A Pradl Modal. Number or N ... 16 Salary- Snake. Sate, CoultrySians. Split Old English lar,dudl Mscri,ticin Contract Expiration Sale I,, HVHZ outside HVHZ Raillyant prass., Fiat Profile Dlinve, CO Nc QualityAsenuremap AppmYrd for Use Aparywal for Jae I.P.t lhisitin E Evaluation Reportfrom a- # Product Modal. Number a, Native Product Dweril Contract Expiration Sent in H`VHZ Oistald, HVHZ R�latant Plesca., �'tch Umip� Impact - 12131=20 Yes MIA WA 9111119 Product Modal t4rumber or Name Pnad-1 D-1,11cln Contract Expiration, Date In HVHZ outside HVHZ Resistant P,,,- a Florida Registered I D,ck-Airl DA-4 ,r TRI-13.ilt D-k-Aj, DA-4 Lov, Profile Polypropylene Plastic Roof Vent 12110v2025 N. yes No -9TV-97-5 1T Saxony 600 - State, Shako "firip: Split Shake Flat Profile - Stmlktott� CA 121311202D No Yet NIA NJA 1 20 Gage Gel,arl-d Steel Sl Psms,iHVHZ Corrugated Galvanized Steel Storm Panels retained 12r3112al Yes ves Yea Nip, _41i Architect or a Licensed Florida Professional firle�hnnjo&IyAtraelvadfidt Plyvv.odDa* 0 late Shak.S.itimp; Split Sh.k. 1 " 8Z.:Yy 1,000 -111tsivis, Slateit.amp: Split Sheice Flat Profil. - Rlsllw� CA 12/31M21) N. Yes NIA N/A Plot Profile- Sdii CA 12131,202D No yes NIA NIA 2 24 Gage Galvanized Steel Storm Pands/1,114VI12 in not by [.as to provrid. han-riv.r. mdooti., Corrugated Galvanized SteelSwim Panels retained IMIQ023 No Yes Yes N/A =:3 a) Engineer 20 ssM..Y 700 - SM.A., state &.afimp: Split Stake 2T Toles Espana I Barcelona Flat Profile - Rialto. CA No Y.a NIA NIA !'22 Q02D No Yes NfA NJA High Prifills, - Katy. TX Na " or not by tracks to provide hurriciame firchlicum. (D FL#6259-R31 Products 26 Villa Lw Probe -Katy, rX IV31=20 I'l. Yes N,A NIA = Qli A AnlrMa 6RU22102LYM ARpl Li Impact Diii ; Z &-9-# product Model, Number or Name Product Description contract Eg�raxlon Ill outside HVH Resistant Pressure U) Date 1 Polyglass Roof Underlayments, Roofing underlayments 1012112022 No yes NIA -NIAI-622.5 1 Flolyglass, Roof Undielayrnents (HIVHZ� Polyglisiss roof Liffiderlayments for use In FBC IV2312023 Yes No NIA N/A � ICU lHVHZ jurl.dicticins. > 2 Polyglass Roof Underlayments (nori Polyglass roof undedayrn ents, for use In 12i2a'2G23 FSC non-HVHZ jurisdictions. No Yes NIA -NIAI-622.5 m 0 1 Pol�glass Roof Underlayments (HVHZ) Polyglass roof underlayments for use in FBO l2!r23V2M Yes No NJA NIA Florida Department Of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation P.B. I �1 Florida Departmeril of Business & Professional Regulation page I at L_ HVHZ jurisdictions. Building Codes and Standards 1)25022 Building Codes and Standards V712021 Building Codes and Standards IFI;2D21 > 0- 2 Ficilyglaw Roof Underlayrnents (ncrn-HVHZ) Prolyglass; roof unclerayments, for use in lly2Y2023 No Yes NIA -NIX-022S FRIO non-HVHZ jurisdictions. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- 1 Polyglass Roof Underlaymments (HVHZ) Polyfilass roof underhayments for use in FS012i2=023 Yes 11WZjurisdictions. No NIA NIA 0 < - _"' .. W""Wyo,", — "--�'­tdp;%.%"�.'Fg;2Zm "7t-' , , '_ � ;�i,,'i���,-',,,.'�,,�,,,�-��F�,11-Ili���,� ON 't g 'S�'V'' _­,"e""i"'ve�L, �o � "O'k-g �'­t".�'%jf%."q'g " -go''g-Cleg yal -,-", 16-01 g �' 'i '­� , a W, , W, "N' , , � � , k� , _ 'R ,;'A "0'4111 -'04 No", ii , I " , ," - �' 11 I N � ',O,1',v_ 2� 1"'Mm Ws�'q' W '10" , - "OR z" - , � "* - �49- 0"'N ' ' " ��,,���,,�.11�":.��ll,��"4�lit�,2�I M 0, if k %L - � I 11 . - , j , -�',"W­.'Nl, , :r �" � 2 Polygess Roof Undedaynifents (noti Polyglass roof underlaymerias, for use In 12J2312023 No Yes NJA +NW-622,5 I - _0 � W r� _1 � -I- �'�a'A`. ­1 MR N N" code , __ - __ � � _' ,,, , - ME t�m ,�_ ,A� � "_ __". , - _ ­ ­­�91"W"c' x_ 'Nz _." " -, �= _'t' Entity or 2M Date Delta Pending Date cod. ::::::: L - I'll Entity ar 29S Dal a Date pandims Pal Carlo - z . . . . . . . . . I.. I - ,:s Entity o Dens, Dole Oat, Pending Pat - FRO non-HVHZ juritarifictiorifil. type Version Mifirl Contact Engineer & Licerene Validated Validated Submitted FEICAPproval Approved status T­ Version M.B.And., caribi E-i,- as Licams, Wildleted [ae Validated submitted PBCA-,,,l A,,,,d 21111111111 Ts"'. vione- M ... feet,- Contact Ecoareer & L:,.,- "icki Sir vitfichlit.4 3,11arrithed FSC Acm-I Approved M'bus L. -4-0 1 Polyglass Roof Underlayndent, (HVHZ) Pollygliuss roof underlayments for use in Fl3CiV22V2023 Yes No NIA N/A Revision 2020 Ali America" Sh utters and Glass Mike B.rbitlri Frank Lr Bernardo, P.E Troy Sishop, P. E_ I =8(2 020 1011512020 1110512020 1215.(2020 Approved Rayltion 2020 Alpine StRistit La,vis ICC Evaluation 5mice. LLC Willam M. Ranieri. Pr 1013112020 1 Dr2212020 I IA51202D IIIOM020 Approved R"Ri., 2020 Commercial Coricrate Prciduouskno. Robert Gillis Ol A. $1.4fitang Jdmn Hoy 12/16/2020 IZ(1612020 12t2SQ020 ding FEC Appr, 0 2 Polyglask; Roof Underlayriments (hori HVHZ jurisdictions. Polyglass roof underlayments, for use In 12J2312023 No yes N/A -NIAI-62245 Ctdikgcfiry� Shutters Subcategory: Storm Panels (561) 712-9882 FE-0046549 (954) 947-0880 mfik.b@.lIwms,Icnmsh,da Category: Shuclual Components Sud,Cot.q.ry; Tnu. Fordo, (321) 710-3377 t407) 681-1917 aa.IaQ.lPInaR�'._M Category: Suruotural Components Subcategory: Primudi introduced as a Result of tail 3) 050-�707 PE-W45 052) saa,5311 pr.,M.gat.n@y.hoc­m =3 FRO mm-HVHZ jurialdiorticirei. Compliance Method; Evaluation Relport from a Florida Registered Architect or a Licensed Florida molon, Cornpli- Math.ek E,.Ic.ti.n Report it- . Product Evaluation Entity NevrTeennol,sty Compliance Method: li,valuatim Report from _0 Professional Engineer fL*1 98"? Piddluill, a Nord. A,glateradAichlbodi or . Li-n..d Florida P,.fisaail Engm­ 0 FLUI Tearl-li products I Q.aItyA­.M­ Approved for Ll� Approved for U. �� Dissilon F Wil 774.R6 Products &_ S."! 0 Product Model, Numberar Name Quality Assu dance Approvaidifilinthas Aepro-dfar-Ug Impact D-100 Product Description Contract Expiration Dat. in HVHZ 0.11cifild. HVHZ Resistant Pressure S-09 Product Ill Numoor or Ram I 17W 5O<"1Api Higher Strenpth (H same: t�) Precool DetarrAlon Contract Expiration Sale In HVHZ Outside HVHZ Ressifivir Priest, Metal Connector Plate 12JW2024 Yes Yea NIA NIA Q­Rtv A -spa" A--,d for Usa Abancivaciftirtfle Ini Claim 0- 1 24ga Galvanized Steel Stormin Panels 24-ga Galvanized Steel Storm Panels 12fW2022 yes Yes Yes NIA 2 ITW SCGIAlibine Hinge Plate Metal Connector Plate 12J3112024 yes Yes N/A NIA Zaaa Product Model, Number or MM Product Ossorledor Contract Emalrallms Dole In HYHZ outside Resistant lar"Wter < ' 7 SCG,Alsr' Trul. 4 TVV BCGIAV. 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C 0711412020 07714=0 07r2Vf2020 Appm-d Celex FWidows RDbMMon ManulscNmrAssoabhpn CJ3UCKEnglnsedi Cwhoi Wndows Robinson PEd4135 (501)S2544a6 erMgery_ Endo, Dom Robinson MenulsoeuntrApsioolpeon IAUCKEngMEEdi f ubUslprr HalxoMel Slldar M41) e2i 400s (551) 4914927 subcalgorip Horb i'dedalldor (541) @l ^80a6 aubCelapwy. along Exterior OorAAswnMNa (591y E11.5096 (551)49149x7 CrnPliend Method: rAmrt eon Mark or Using pelloprodudeeploWepe CamPli.nridlao Md: Ereluslbn Report from a PaleProduobPPM"Ibe =Pli.new SolCartl9r�lon Mark or Usting O.I.Produdapproral®pe Ilx.cprn Flodda Reglsde W Ar0flea Ora Lkensed Flodds II9.00m Ile-oom .. PtlN11a1Jn:Phdueb _ - tilmlitLOBl�ii AaoD ,d for t(a Aen,msd F. use iwmm gtega FLA12stlawpisdnds Probeslpn.l Engln.w - fLd284a.Rta Prsdnm madiLeammal A-ed re. Uss aaarosed lor Uss lmmo 219 a Aril Pnduet Mail. Mu.boea, Nos ardua M.edoim codrodErdiralbn Oct. in MVX2 OubMn WIN Position Wreur owrleyAnwabe Akerawsd For Us. ADor*"0 For tine Imo( 0". Praduae Model. 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Mueber nrNarn Product Mseriell Cndred Menthols. 0.b In auto" M sietant Pi rswo 1 Series 1C20125 Sliding Glass Door Wyl 24%mel'Or 81dng Glass Door(95' x98'). 11rla=1 - No Yes No +IS125 es I= SIWIng Widow Wes Wryl Sliding Wile- (W or XO, 730121x38') MMM028 No Yee No +350_36 1 Sates lO Sliding Windex $ones 10 VW Flong4d Seeing Windows 082&2081 No Yes No NIA 2 Sedes 10026 Sliding(3100 Dpor VlrrylBirgle Panty PIKd'0'Dodr(Sedielli5, 34.1y16' =802022 No Yee N1 +3a,-e6 a Serbs 1020 Sllding Wlntlow Mrryl Slkn g YA 1dOw (xG1(, 1C8-x 00'i (3272023 No Yes No +30140 x 81.1m) 4 Sedes 10 0 SIldln0 Wlmmdmw Wry! 8lkOrg Wndr7w p(Ox,10$..88272023 h 0M No Yea No IS35 3 series 10R025 Sliding GIn9 Door Vinyl 2fanol'= Sliding Glen Door (77 x g2') 1IDr0&2021 No Yee rib +381 W 4 Sados 102025 sidInoGlow Door 18mpd Slrgb "I Fixed '0'DOor(Skblle, 47-1V'x 1W2&2022 No Yes NO +25,25 $61R� OsBdnA s AAor*vd For Uri Asm.ed For Use Imsea Dwsa lexal Prd.d Model. Mnniew or Noes Pe*d.el0m kilim Ceded E4yrabioncob In.HVH2 Oubw HVH2 110,111,140111 J 1 Sexes 150 or Erwmposs orAwn881" Close, Door Wy4 2-Psmel TX' Sliding Glass Door far Ur x ®12N2031 No Yin Ns +21V-Z Sill 2 Semi. 110 or Ettmrnpw.Awmt Sliding Glw Door VIyi Sing 1. Panel Fixed*V Door(Sldelfle, S&IR. 02fiW032 No Yes me +4D140 81-IR9 3 Sol" 14D or Encempm orAvan5811dng Gleme Door Wry12Arnol'Cx'$Ildg CussDoor" x82') 0800512022 No Yes NO +3a35 4 8ar1es 150 ME. Von IPON OrAWMe 811drg GlasDaor 'Aryl Sing IS Pomol Find 10" Door(Skbllte; 47-1R'x 0211OU032 No Yin NO +251-75 W12') PL1gaM 14 fteesses.. . QPyib Asa A.o*ed Use Aeo*ed for' use Igftg( a", For C=��. Mal Prducr Model. Nuebr or Naar. Product D..widisn radbWA Eanbdbx Deb in lil oubms H" Rie(visgl Pressure 1 $erin 180 or li9 w ppss O'Awn8Sliding Glens, Door Nryl 2-Hanel "QX" Sllding n3ioes Door (06-117 x IW2412031 No Yes NO +25125 soli ccRL) 2 San.$ISO or Ercohpess rNAvSntlSllrargGlass poor Vinyl Single Panel Fb®d'P Door (Sids1ft.9 •.1FFx 021ill No Yoe No .40140. l� i a1.12-) "ale _ t,7a 3 4 BONN 150 or Emitz's Owes orAW" Sliding Gbs noose Vlrryl 2-Pensl'C Ire Glen [)*or V7;821) 0&2412082 No No Yes Yes No No Serlso l50 Or Ercompeee orAmm5 61611 Ginn Door Mryl Shoe Pwlel Fhso-O.Ooor lSltlelitt, 47-10x OPJIM032 +2N45 05-112') a - a�a o, �a aaa a o D i21 L,> =1 Cn (D W cu O L_ CD CDL O Q O L V , CU U m Q O CO W� Q z J z Q a SHEET NO. March 6, 2023 PA 10 2 -- I - I i 1 lei 1 E I i I I �- i -- - - -- -- - - -( ) -- - - 1 _...... i n � I L , _-_-- -� - - r N N N U O Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products updat�d,Zr3g2ozo Simpson Strong -Tie Tie 2020 FBC Approved Products p g- pp Updated O O n For direct links to. all SSTapprovals listed below, CLICK HERE For direct links to ail SST approvals listed below, CLICK HERE. ^ ' For direct linksto all SST approaals)isted below, CLICK HERE. r _. For dlreet links to all 8ST approvals listed below, CLICK HERE. �C �1011 Q W �t P1 a For additional Information regarding Flodda'5 Statewide Product A royal System and Mam -Dad Count eg . g pp ys c m tl I e Notice o Acceptance i P A c hence NOA ,CLICK MERE. y p. ( ) a For additional Information regarding Florida's Statewide Product Approval System and Mlaml-Dade County g _ g pp ys. y Notice of Acceptance fJ0 C I K MERE. p e (NDA). L CS a fat additional in(armatian regarding Flcrlda's Statewide Product Approval System and Mlaml-Cade Notice of Acceptance (NQA7. CLfCK HERE. Far add&tonal information regarding Florida's Statewide Product Approve] System and Miami -Dade County Notice of Acceptance (NOA), CLICK MERE. `V � V U .� C/) FL#2355-R7 FL#10446-116 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- = '- 9116" and heights ranging from 4-5116" to 11". Concealed flange V Sea # Product Model. Number or Name Product Description $e Product Model, Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal o or O 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, AX A35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3-9116". 0 2 APA21, APA4, APA6, APVA21, APVA4, APVA8 Outdoor Accents Angles 2 CMST12; CMST14, CMSTCi B Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- O Q O 3 APB44, APB44R, APVB66, AP666R, AP588, APB88R, APB1010. APE3101 OR, APVB44, Outdoor Accents Post Bases 3 C514, CS16, GS18, CS20, C822 Coiled Straps 5M" and heights ranging from 9.1 /4" to 16" O FL#9S89-R6 APV844R, APVB66; APV866R, APV688, APVBSSR, APVB1010, APV6101 DR 4 CSHPf8, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers Co 0 O _ 1 �� Co 4 APDJT2-4. APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CT5218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M O Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate be 15 LUC26Z, LUC2102 Face -mount hangers � O 1 SDI Ol12DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 HI, H10A, 12.6A, H3; H6, H7Z, H161 H168, H16-2, H164S HurricaneTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-011e" to 4 W s - 2 SD9112, SD9212, SDI 0112, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVLB, APVT4, APVT6 Outdoor Accents Land TBeam-to-Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/B" and heights ranging from 3" to 10-15J16", (n O Cu 3 SD911255, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R: APLH26, APLH26R, APLH2/0, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-5DS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers .� (� y'^ 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1,5, HSS2.2-SDS3 HSS2;3SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available In widths ranging from 1.9/16" to 5- �4-, v / Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2. HST3., HST5. HST5 Straight Straps 11B" and heights ranging from 6-15116" to 19-112", 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912; Strong -Drive SDCP Timber•CPScrew 10 CJT3Z, CJT42, CJT5Z, CJTGZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twat Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SOCR271400 11 DJT14 Deck Joist Tie 13 HTSQ1 SKTZ, HTS020KTZ Heavy Twist Strap 20 SUR; SUL. SURG, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 IDS Dry Wail Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9116' and heights ranging from 3-1I16'to 13-34'. 7 SDS25112. SDS25134, SDS25200, SDS25212, SDS2530D, SDS25312, SDS25412, Strong -Or" SDS Heavy -Duty Connector Screw 13 FG4. F06 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, L5TA36 Straight Straps Concealed flange version (SURG, SULC) available for all double SDS25500. SDS256oq SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed 8 SDS251128S, SDS252ODSS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI GA2 Gusset Angies 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A.2, HICS, H14, HGA10 HurricaneTies 18 LTS12, LTS16, LTS18, LTS20 Light Tw"IstStrap 6" and heights ranging from 2-5/8" to 11.114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST4$, MST60, MST72 Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA3O, MSTA36. MSTA49 Straight Straps FL#10667-R6 20 L3 , L50, L70, L90 Angles 22 MSTC28, MSTC40. MSTC52. MSTC56, MSTC78 Straight Straps Sec # Product Model. Num bar or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66B3 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR318, ATR11Z ATR5/8. ATR314 Threaded Rods 22 LS30, L550, LS70, LSW Skewable Angles 24 MST126, MSTI36, MST148. MST160, MST172 Straight Straps 1 BA series hangers Top flange hangers availablein widths ranging from 1-0110" to 7- 2 ATUD5, ATUD6-2, ATUQ9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, M7S3OC Medium Twist Strap 118" and heights ranging from 7-1/8" to 30", 3 BP318-2, BPI/2, BP112-3, BP5/8-2, BP5/8-3: BP3/4, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, _SSJ20RZ, LSSJ28LZ, LSS.126RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NGA202-12, NCA2x8-16, NCA2x10-18, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318, CNW112. CNW518, CNW314, CNW518-112, CNW314-5/8 Coupler Nuts 25 LSSRI.81, LSSR2.1, LSSR2.37, LSSR256, LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewabte Hanger 27 RCWB12, RCWS14 Wall Bracing 118" and heights ranging from 8-114"to24", 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88. CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSI B, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML247, ML262, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24", 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Dawn 30 SP1, SP2, SP4: SP6, SPB Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD36, RTUD4, RTUD4B, RTUD5. RTUD6, RTUD7, RTUDS Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5M" and heights ranging from 9-114" ta24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU12I1, MMLUI39, MMLUI311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC. RBGP Roof Boundary Clips 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/5" and heights ranging from 1 V to 32-1/2". 10 URS3 3/B" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30. TB36, TB42, TB48, TB54, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in w6t'ns ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tledowm System 33 R7022Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 7WB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC. STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tisdovvn 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-718" 13 URS6 314" Uplift Rod Run Tiedowm System 35 TJC37, TJC57 Truss Jack Clips 37 WB106; W8106C, W6126, W6126C, WB143C Wall Bracing and heights ranging from 8-liZ to 28". 35 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 11S" and heights ranging from 1 I" to 32". FL#10441-R6 FL00531-135 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 lf2" and heights ranging from 8" to 30", Sea # Product Model. Number or Name Product Description 5eg # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7is" 1 DTT2 Hold-down Spot # Product Model. Num bar or Name Product Description 1 CBH2.37x5.5, CBH2 37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3; DSC5R-SDS3, DSC5L-SD83 Drag Strut Connectors available in widths ranging from 1-9/18" to 3-9113" and heights 718" and heights ranging from 7-1/2" to 32", 4 HDU2, HDU4. HDU5, HDU8, HDU11; HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.118" to23-115/1$"- 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU525-SDS. HGU5.50-SDS, HGU5.62-SDS, HGU7.O0-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2. HHRC4/1.81, HHRC44, HHRC5.2513.25; HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundaton anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9116" and heights ranging from 18" to 26". 8 MPAI32, MRA144 Strap -style purlin anchor 6 HRC1.81, HRG22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7 00-SDS; HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from 5-3/8" to 13-1/W. 10 PAI18, PAI23, PA128, PA135 Strap -style purlin anchor 8 LSU26, LSSU28. LSSU210 Light Slopeable/Skewable U. Hanger HHGU9,W-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10. STHD1 DRJ Strap -style hold-down, 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5-50110, Face -mount hangers 1/2" and heights ranging from 3-7115'to 15", Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 10 TC24, T026, TC28 Truss Clip HHUS7.25110 version (HUSTF) available: for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAG418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426. THA422-2, THA426-2 1/8" to 5-118" and heights ranging from 4-3X'to 15-314". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THA11.81/22, THAl2,06122, THAI2.1122, THA1222, THAI322, THA13522, THAI422 Adjustable Truss Hanger Sizetl ford -Joists Concealed flange version (HSURC; HSULC) available for all I/8" and heights ranging from a-318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed, 17 HWPH series hangers Top flange hangers available in vAdttis ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, H TU210, HTU20-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-3/8" to 32". : 15 THJM2-4-SDS3, THJM2-5--SDS3, THJU28, THJU26-W .Multiple Truss Hangers 9 HU, HUC: series hangers race -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9l16" to 3- N - 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-718" to 19.1/4". Concealed flange 518" and heights ranging from 9-l/N' tc 16" 17 VPA2, VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-91i6" and heights 00 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5-316"to7-V4". 'J 10 HUCQ1.81/9-SDS, HUCQ1.81111-SDS, HUCQ210-2-SDS, HUCO210-3-80S, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUCQ410-SDS, HUCQ412-SDS, HUC05.25/g-SDS, HUCQ5.25/11SD,S, HUCQ610- ranging from 9-3/16" to 13-118". - SDS, HUCQ612-SDS co r73 - w ro C r6 � O Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 j Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12MI2020 For direct Inks to all SST approvals listed beam. CLICK HERE. For direct finks to all SST approvals listed below CLICK HERE. . For direct Enka to all SST approvals listed belt' ,, CLICK HERE. . Far direct links to all SST approvals listed belao, CLICK HERE. - F additional I I .K For a it oriel information regarding. Florida's Statewide Product Approval System and Miami -Dade Canty Notice of Acceptance (NOA), Ste. K H For additional information regarding Flmda's Statewide Product Approval System and NFami-0Dade County Notice of Acceptance (NOA), -r$ I�,F-I�. « For additional information regarding Florida's Statewide Product Approval System and Mami-0ade County Notice of Acceptance (NOA), GLtCK HERE. . For additional information regarding Fledda's Statewide Product Approval System and PJNami-Dade County Notice of Acceptance (NOA), CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 18 SILBVI.56, SlLBVI.81, S/LBV2,06, S/LBV2.37, SJLBV2.56, S/LBVZOS, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8". S/LBV3.56, SILBV3.52, S1LBV406, SfLBV4, 12, S/LBV4.28, S1LBV4.75, S/LBV5,50 6 Strong•8olt2 (STB2, STB24SS, S7B2-68S) Strong -Bolt 2 Wedge Anchor for concreteavailable in carbon 22 LBAZ series hangers Top flange hangers available in width of 1.9116" and heights 5eg # Product Model. Number or Name Product Description 19 SILTT20. S/DTT2Z, S/HTT14. HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3118" to 13-118", 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD H THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEGS, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8.. HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112' 3 HU00210-2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-117' 5 THGQ2-SDS3, THGQ3SDS4 5, 7HGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TDD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (rHD37634RC, THD50934RC) Titan HD Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9115" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH. THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-1/4" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchorfor masonry ranging from 3-318" to 7-118" FL#11473-R5 FL#13904-R5 (D 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Sect # Product Model. Number or Name Product Description Sea 9 Product Model. Number or Name Product Description FL#16230-R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofft Anchor CCTQIM4.62-SOSG; CCTQM5,50-SDSG, CCCQM3.62-SDSG, CCCQM4A2-SDSG, Sea # Product Model. Num bar or Name Product Description 3 H16, H16S, H16-2. H16-.2S Hurricane Tie CCCQM5,50SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12,HETAI6,HETA20,HETA24,HETA40 Embedded Truss Anchor 2 ECCLQM362GKT ECCLQM4.62G-KT,ECCLQM5.50G-KT,ECCLLQMD362G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD462G KT. ECCLLQMD5.50G-KT, ECCLRQM03.62G-KT, ECCLROMD4,82G- 3 SET XP SET-XP High -Strength Epoxy Adhesive for masonry 5eg # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMDB 50G-KT 4 Strong-Bolt2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry }n'e 1 ABA44, ABA44R, ABA46, ABA46R. ABA66; ABA66R Adjustable Post Base 7 HHETA16. HHETA20, HHETA24, HHETA41) Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM550, HGUM7.oQ HGUM725, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete V/ 2 ABU44, ABU44R, ABU46 ABU46R. ABU5-5, ABU5.6, ABU65, ABU68, ABU66R, ABU88. Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 GirderTiedown 4 LGUM213-2, LGUM26-3. LGUM26A, LGUM28.2, LGUM28-3, LGUM28-4, LGUM210-2 Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABUIO10 ABUICIDR: ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel wth 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 AC4, A04R, ACE4, AGO, AC6R, ACE6 Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, META24, META40 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, MBHA3.12fl1.25, MBHA3.5617.25, MBHA3.5619.25, MBHA356111.25, MBHA3.66111.88, MBHA3 58114, MBHA3.56118, MBHA3.56/18. MBHA5.501T.25, Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry 6 BC4, BC45, BC4R, BC6, BOOR, BCB, BC52-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11-25, All ,88, MBHA5.50114, MBHA5 50/15, 6 C944, CB46, CB48; CB66, C1368 Embedded Column Base MBHA5.50118 7 CBSO44-SDS2, CBS046-SDS2, CBSQ66-SD52 CBS086-SDS2, CBSQ88-SD52 Embedded Column Base 6 M13HU3,5619.25, MBHU3.56111.25, MBHU3,56111.88, MBHU3.56114. MBHU3:56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-14' to 9-112" and FL#11496-RS MBHU3.66118, 1ABHU5.6019.25, MBHU5.50111.25, MBHU5.50/11.88. MBHU5.50/14, W2 ranging from 3-518" to 7-112" MSHU5.50/16, MSHU5.50/18 sag # Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3.1/4" to 9-1/2" and Sea # Product Model. Number or Name Product Description i X34910185K, XIS1016, Xi B1016-4Y( XQ1 S1016, XQi 61016.4K 410.16 Strong -Drive XMetal Self -Drilling, Tapping Screws with Ili L W2 ranging from 3-518" to 7.112" 1 DTTI Z Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 H012, HD19 Bolted Holdowns FL#13975-R6 2 XLQ114T1224, XLQ114B1224.2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EP646, EPB65 Embedded Post Base 3 HD3B, HD5B, HD713, HDOB Bolted Holdowns Screws with #`a Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, H775, H7T5314 Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQ114S1224, XMQI 14B1224-2K 912-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LC644, LC666 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties I SDW22300, SOW22338, SDW22438, SDW22458, SDW22500 SDW22600, SDW22638: Strong -Drive 5DW EWP PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Pointand Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDW22834 4 X0114SI2241 XQ114131 224-25K, XI 14S1224, XQ112SI224, XQ112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 15 MPB44Z, MPB66Z, MPR88Z Moment Post Base, 2 SDWC15450, SDWCiS600 Strong -Drive SDWC TRUSS Screw Drill Point V 16 PB44, PB44R, PB46. P1366, PB66R Embedded Post Base FL#13628-115 3 SDWH19300DB, SDWHI94OODB, SDWH19600DE, SDWHI9BOODS. SDWH191000DB Strong -Drive SDWH TIMBER-HEXSorew 5 XU3481016. XU34B1016-51K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS461 PBS66 Embedded Post Base 4 SDWH274DOG. SDWH275000; SDWH2780DG, SDWH271DOOG, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point la PBV6 PBV10 Round Past Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SOWS16300, SDWS16312, SDWS16400 Strong -Drive SDWS FRAMING Screw 19 PC44-16. PC46-15, FC48-15, PC64-16, PC66-16, EPC4416. EPC46-1 B, EPC48-16, Post Cap 1 SB518x24, SB7/8x24, SB1x30 SB Anchor Bolts 6 SDWS19600, SDWS19712, SDWS2241)D,SDWS225CO SDWS22512, SDWS22500, Strong -Drive SDWS TIMBER Screw (interior Grade) O EPC84-16, EPC66-1 B 2 SST616, SST620, SSTB24, SST1328, SSTB34, SSTB36, SST81 OIL, 88T620L, SSTB24L, SSTB Anchor Bolts SDWS22800, SDW822900, SDWS221000, SDWS221100; SDWS221200, SDWS22150C FL#35320-RO L 20 PC4Z, PC4R7, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC5Z, EPC6RZ, EPC8Z, Post Cap SSTB28L 7 SDWS22300D8, SOWS224COD8, SDWS2250ODB, SDWS22600DB, SDWS2280ODB, Strong-DriveSDWS TIMBER Screw (FxteriorGfade) n EPC8RZ SDWS221OOODB Sea # Product Model. Number or Name Product Description 21 PP1344-4Z. PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5. DSSCB46, DSSC848, DSHS Bypass Framing Drift Strut Connector r11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS, SDWS27800SS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5; FCB45.5, FCB47.5: FC649.5, FCB411.5 Bypass Framing Foted-Clip Connector V/ SDWS271000SS, SDWS271200SS 3 FPHSD34S1016, FPHSD3481016, FPHSD34B1016-5K, FPHSD3451214, #10-16 and #12-14 Strong -Drive FPHSD Framing-tc-CFS Self- 5eg # Product Model. Num bar or, Name Product Description 1D SDWV73400 Strong -Drive SDWVSOLE SOLE -TO -RIM Screw FPHSD34.B1214, FPHSD3461214-5K Drilling, Tapping ScrewsICU FL#10866-R5 1 CMST12, CMISTI4 CMSTCI6 CS14, C816, CSIB, CS20, CS22 Coiled Straps I I STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSF04.25, LSFC6.25, SFC2.25, SFC4;25, SFC6.25 Steel Framing Connector 2 HRS6. HRS8;. HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24: FHA30, MST126, MST136, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6,25, MSSC225, MSSC4,25; MSSC6.25, Steel Stud Connectors Sea # Product Model. Numberme Product Description MST1482 MSTI60 MSTI72, S1MST27, S/MST37, SIMST46 MSSC425KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28: HTS30; HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKWS 5, RCKW7.5, RCKW3S, RCKW6,5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SC645.5, SCS47.5, SCS49.5, SC6411.5, MSC845.5, MSCB47,5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-5, GH65-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTAI5. LSTAI8, LSTA21, LSTA24, ST292, ST2122. 5T2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32-5197, SCS62-5197, SCS52-5fl18, SC582-51118 Bypass Framing Connector 8, GH610-6, GH610-8 6 LSJBH325, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS 1 BS5, AS 18S6 18 ga. Truss Plates 9 SCW3,25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 G1.136A, 01-1356, GLB5C, GLMD, GLB7A, GLB7B, GLB7C, G LB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC825. MSJC10.26 Steel Joist Connectors 5 GLB7512 GBLT612, GLBT516, GBLT616, GLBT520, GBLT620 Glulam Bearing Plate 8 LTSI2, LT616, LTS18, LTS24 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS03.518 Bypass Framing Slide -Clip Strut Connector L 6 HGLBA, HGLBB, HGLBC. HGLBI) Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224: ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 0 ICU 7 HOT-2, HOT-3, HOT-4 Heavy GirderTiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screw LLI 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTSIS, Ml MTSZQ MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQiS1016, X01 B1016-41K, XQ181214, X01 B1214-3.5K, XQ78S1224, XQ78B1224-3K, #10-16, #12-14. and At 2-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S181.56, S161.81 SJB2 06, S1132.37, SB2.56, S1B2.68, S/B3.12, S/WZ6; S/63.62, S1B4.06, Top Flange Joist Hangers FL#15730-R4 XQ114SI224, XQ11461224-2.5K, XQ112S1224, XQ112B1224-2K, X3461016-5K, Tapping Screws SB4.12, S1B4 28 S1B4 75, 585.50 X181016. Xi 1310164K, XI81214, Xi B1214.3.5K 13 S1BA212/$ SJBA2 12/10 SBA2.12J12, S/BA2.12/14, S/BA4.18/8, SIBA4.18/10, Top Flange Joist Hangers Sea # Product Model, Number or Name Product Description Z J SlBA4.18112, S1BA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50. GW-75 GW-100, GTH Gas -actuated fasteners and assemblies 15 S/HD8S, SIH08B, SIHDIOS, S/HDIOB, SIHDI5S, SIHD158 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP PINWP W PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 S/HDU4, S1HDU6, SIHDU9, S/H1)U11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 S/JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete IL SHEETNO. March 6, 2023 PA 1.3 TF - 1 7 i rTl -f I I I I l - - - � - - I I ,,'I, I i�li .L: ul ,.. ,, �r�, :, 1i r I I. -T �� - 1 (n CD MIAMI- ML4M-DADEC0UW7Y PGTIndustries,litc. PGT Indus -tries. 11ur -0 > 0 0 L_ FRoDvcr­c(wTRoL srcrvoN,, PGT Industrie's. Inc. CL 0 0 1 1W- SW 26 Saw� RDom 20S DEPARTIENTOF REGMUORT ECON0341C N-0,TICEOFACCEPT-4.,NCE.-EX71DEN-CE.SITB-WrTED NOTICE OY,ACCEPTANNC E: EX�EDENCE SUB111ITTLI) 0_ L_ m -0 CL AND nSOUTILCES OUER) MimnL Man& 33115-2414 BOARD AND C CIDE, ADMINEISTRATION DnMON FC-196331.5-2599 NOTICE OFAC 'CEPTANLCE.� EVIDENCE SVB�MTED A. -A (1) 0)0 Cn NOTICE OF ACCEPT-A-NCE (NOA) www-WOMA-Werinlerowmv 1. Evidence submitted under pre0ous NOA D. QUALITY ASSIT&ANCE .05 C =3 M - A. I)RAWLNGS B. TESTS (continued) 1. Miami Dade DepanmEnt of Regulatory and Economic Resources (RER)- (1) -0 0 PGT Indusfties, lnc� 1070 Technology Drive. 1- _MawfwtuT&s die drawings and section& 5- Test report on 1) Air Infilltation Test, per FBC_ TAS 202-94 C 0-2 0 0 Nlorth'%"enice, FL 342-7.5 (_Vribmiffed under.YOAX& 11-0197 04) 2) Uniform Static Air Pressure Test- per FBC_ TAS 2CF2-94 1. MATER-TAL CERTIFICATIONS LL SCOPE: Dmving No.2AID-5570.0., titled 'Niikyl Sliding Glass Door NOA (Ln­� sheets 1 3) Water Resistance Test, per FBC. TAS 202-94- 1. 'Notice of AcceptanceNc. l,"528.14 Lsa� toVision Extrasionl;muted for their = .0 0 -4.- This NOA is beingissued under the a cable rules and rei ppi, galafionsgoveming the use of con-.huction materials- The through 21 of 2 1. prepared by manuf-2cturer, dated 10/05115, . with revision A dated 4) Large Missile Impact Test per FBC. TAS 201-94 ­A11te Rigid. PVC Exterior Extrusions for Windows and Door�-. dated 081"13/15. Cn M 0 > -0 E 0 documeatatiousubmitted has been reviewed and accepte&by Miami -Dade County RER -Froduct Control Section to ftO_5117. , signed and scaled by A. Lynn Miller, PX. 5) Cyclic Wind.Pfesstare Loading per FRC, 03-94 . TAS 2 expii* on 0930,49. be wied in NLami Da&- Co=y =d other areas where allowed by die, AiAxity Him, ing Juxia&tiou (AHS), 6) Foiced Enffy Tea- FBC, TAS 202-94 2, Notice of Acceptance No. 16-02-0.08 issued to Vision Extrusion Linuited for their "VE Cn CL = C) This.NOA shallnotbe valid afterthe expirationdate statedbelow- The Miami -Dade CountyProductControl Sec�on K T ES T S along withmarked-up &-awings. and mstallation diagram of vinyl sliding glass door, prepared 1000 Tan 2,02 and lighter Shades (Non -White Rigid PVIC Exterior Extrusions for M _#� U) (In Mianu Dade County) andiorthe AM (in areasofiber than Miami Dade, County),res exve the right to have this 1 - Test repon on 1) Uniform Static Air Pkssure Test, per FBC. TAS 202-04 by Fenestration Testing Lab� Inc- Test Report -No. FTL &549�, dated ll,,,06.4, 5, signed an d W-Indowsand Dow s", dated 12/0,8116. expiring on, 11,29�Q 1. product or nuterisl testedfo� quality a5miranceputposes. If this product or matefialfails to p effom in, th e a ccep t ed per 2) Large Missile, Impact Test FBC_ TAS 20LI-94 sealed by Idalmis Ortega, P. E. (Ilest report reyLqed on 12104115 and'GINI 1116) 3- Notice of Acceptance No. 15-4152& 15 issued to Vision Extrusion Limited for their manner, the.manufa cturer will incurthe expense of such testing andthe AlUmay immediatelyrev ake- madif�,, or 3) Cyclic Wind Prrsaut Loading M FBC, TAS 203404 6- Test report on 1) Air Infiltration Test, per FBC., TA-S 2021-94 "Brown Coated (PaMted or Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product or material within their juris&cton. RE]k reserves the rieht tG" revoke this acceptance- if it is determined bvylvfiami-ade ContityProduct Control Section that this pmduct ormaterial fails to -UP along with marktd drawings and in-A21lation diagram of vinyl sliding glass door, prepared 2) Unifonn Static Air Pmsure Test- per FBC, TAS 202-94 Windows and Doors", dated 08113115 � expiring on 09,130[19� meet the re quirements of the, applicable building code- by Fenestration Testing Lab, Inc - Test Report No- FTL 8717, dated 12)0 7.1 j, signed and 3) Water Resistance Test.. per FBC1 TAS 202-94- N 4- Notice of Acceptance No- 16-0712.02 issued to ENERGI Fenestration Solutions USA, Tlusproduct i&appEovedasde--;cnbedheminandhas been desi to comply idi th Fknula gned w e Building Code. -sealed b - y Idalmis Ortega, P. E_ (Test RT-Ort m-ised on 02115,46 and 02,24,116) 4) Large Missile In4mct Test per FBC, TAS 201-94 N-_1#40 and Lighter Shades (Non-AA!Ate) Rigid FVC Ext;erior Inc. for th& L-T.A� including the HiEll Velocity Hurricane Zone- 2, Test report on 1) Air Infiltraian Test.. per FBC , TA�S 2(Y2-94 I 5) Cyclic Wind Presswe Loading per.FBC- TAS 203-94 Extritsions forWindowsand Doors" dated 09/15�16, expiring, on02/04121. Glass Dow (Reinferred) wkwo 9W& 13.0 corneTs-L-Ul 2) Unifom Static Air Prmiwe Test- per FBC, TAS 202-94 along with marked -up drawmgs and installation diagram of vinyl sliding prepm-ed glass door ' Notice of Acceptance No- 16-0712.04 issued to ENERGI Fenestration Solutions USA, APPROI -AL DO CUSEENT. Drawing No. NID -_5 -7576 t Re v B, titled "Vinyl Sliding Glass Doo r N GA (UNP dwets 3) Water Resistance Test, per FBC. TAS 202-94- by Fenestration Testing Lab- Inc., Test Rxport No. FTL 9552- dated 11104115, signed and Ina for their ­11yonze and Lighter Shades of Cap Coated Rigid P YCIV*rior I through 21 of 2 1, preparedkv manufacturer; dated I 0,V51-1 5 and last revised on. 02/01e2l, signed and sealed by 4) Large Missilelh43act Tesiper FBCr TAS 201M sealed by Idalmis Ortega, P. E_ (rest report revised on 02115,2016) Emn-usions for Windows and Doors" dated 09/15116- eqfting on 04,116420. A. Lynn Nfifler, P.E.. bearing the Nfiaini-Dade, Covnbrll�ro y duc.tControl. Revisionstamp with theNotice of 5) Cyclic Wind PrmsukLoadingper FBC, TAS203-94 7. Test report on 1) Unffom Static Ak Pressure Test- per FBC, TAS 202-94 6- Notice of Acceptance No. 1"712.03 issued to ENERGI Fenestralwn Solutions USA, Acceptance number andexpiration date by the Ifiami-Da& County Product Control Section. 6) Forced Entry Test, pff FBC.. TAS 20-1-94 2) Large Missile ImixIct TeSt per FBC, TAS 201-94, Inc. for their "ANIke Rigid PVC, Exterior Extrusions for Windows and Doors" dated Xfissnx he.kCT RATLNG. Lary a nd Small A-fissfle Impact Resista nt along witlimaiked-up draw' and installation, diagram. of vinyl sliding glass door- prepared 3) C yc lic Wind � Piessuo Lo a ding per FB C. TAS 2 03 -94 OSA0117, expirin on 012,2&18- Limitations-. by Fenestratien Testing Lab, Inc., Test Fteport No- FTL 9546- dated 11)06115. signed and along withmarked-up, &aw-ing and ing-allation. diagram of -Onyl sliding glass door, prepared 7- Test reports No(s). 10-W2-79:2(A), 10-06-MO527- 535753-09- per ASTIVIE-84, I - See table I (sheet 2) and table 2 (sheet g) forapplicable SGD unit sizes, design pressures- re'n&reementS q-PeS7 sealed by Idalmis Ortega, P_ E. (Test report teased on 0 L�A,16 and 0111,22016) by Fenestration Testbkg Lab. Inc- Test Report No. FTL 66-38 (_�2mples A-1 thru. A-22). dated AST11D 1929 and ASTNE�-63 5. issued by EXOVA to Vision Fatrusion for cellulosic glass qWs. sill riser (see tables B-1 & B-2 . sheets 7-8) and anchorlayont sheets requirements in 11 thru 16- Teg 1 report on 1) Air Infiltration Test, per FBC. TAS 202-94 I V 19110 - signed and sealed by Jorge A- Causo, P. E - (Subm Ned anderATO-4 IV& 11- con4msite material. I Rigid V43ite FVC, Tan (Non -white) R*dFVC andBrouncoated (Painted orlaminated) white Rivid FVC to be 2) Uniform Static Ak Pressure Test- per FBC, TAS 202-94 0107. 04) (Subm&ed under.V0.4 Yo. 11-0107 041 labeled per referenced NOA's requtrements- 3) W ater Resistance Test- per FBC., TAS 202-94 8 Test report on 1) Air Infiltntion Test, per FBC- TAS 202-94 8- Notice of Acceptance No- 14-0916.11 issued toXivaray Ammica... Inc- fortheir 3. Egress operabledoors mustcomplvwithmm clear width or height per FBC requiremeritas applicable� 4) Large Missile.InVaa Test per FBC, TAS 201-94 2) Uniform. Static Air Pressure Test, per FBC, TAS 2027-o4, -Sena-yGlast (Clear and Nklite) Interhyee- expiring on 07iO4/1 8. 4. Pcvck-et walls under separate. approval, to be revi-eived by Buildmf official 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 - 3) Water Resistance Test- per FBC, TAS 2027-94- 9- Notice of Acceptance No. 1&1117.01 is� to Kurara y America, Inc - f6r the-k L.ABEIING: Eachwit shallbear a pemimmnt label with the manufamweez, name orlogo; city. state andseries am 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impet Test per FBC, TAS 201-94 -Trosifolt,11tractfar. Clear and Color nB Interlayer.C. expiring on 0TO&I 9. follo wing stalemear 'Mami-Dade Counly Product Convol Approv%ead". noted herein- along with marked -up dnwmgs and =Wlation. diagram of xqnvl sliding glass door. prepared 5) Cyclic W, ind Pressure Load ing per F, BC, TAS 2 03-94 RENE WAL of this NOA, sbaU be consi dere d a ReT a renewal app li ca tion has be en file d aud th ere has b e en in o by Fenestration Testing Lab, Inc., Test Rqxxt No- FTL &947. dated 12,104/15- signed and 6) Foxed Entry Test, per FB,C- TAS 202-94 IF. STATEXIENTS changein the applicablebuilding code negatively affecting theperfornianceof thisproduct- sealed by Idalmis Ortega, P. E. (Test report revised on 02,45,116) along with maiked-up drawings and iaAalhtion diagram of mnyl sliding glass door- prepared L Statement letter of conformance with FBC--5,& Edition (2014) and YBC-d& Edition TERAnNATIOINN of this NOA-w-Al occur after the expiration date or if thete has been a re,.uim or change M- the 4. Test report on 1).AkInfiltratin Test. per MC7, TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No- IFTL 6-337 (sanVles A� 1 thruA-5). dated (20I7�issuedbymanufhctmw_ ated OW14/17� signed &scaled by LymMillm RE- , d matedals, use. andlor nianufacture ofthe product orprocess- Misuse ofthis NOA as an endonement of any product, 2) Uniform Static Air Pressue Test- per FBC_ T-AS 202-194 - 11'06,10, signed and sealed by Jorge A- Causo. P. E_ (�hbirdffed nyiderNO-4 Xo. 11- 2- Statement letter of no financial interest, dated CWl&l7_ ksued byrnanufwturer.. signed . forsales, ach-ertising or my otherpurposes shall automaticallyterminate this NOA,Failuretoconply-withany 3)'%Tater Resistanze Test­� per FB C_. TAS 2 02-94 010 17-1 OR) & sealed by Lynn M Met- P�F_ section. of ti� NOA shall be cause lorternination anJiemwmiofN0A_ 4) Lwge NRssfle Impne Test per FBC, T-AS 201-94 3- Letter of lab conpliance. part of the above test reports. _ADX7ERT1SE'X11_X-T- The NQAnumbex precededby the wrof ds NE;aini-Dade County- Ronda, and folkwed by the 5) Cyclic Wind Pressure Loading per FBC- TAS 203-94 - T C. CXLCILILATIGIN S 4� REKTestPro -A No. 17-0397, dated 05o�05117_ si haq Cba-ada- RE pos; _m� by Is expiration. date may be displayed in advwtising litezature- If anyportionof theNOAis displayed., then it shall be 6) Forced Entry Test, per FBC, Z4LS 202-94 1 - Anchorvenftcation c&ulatwns and structural malysz, lying wilhFBC-2014, comp done in its eniffety- along with marked -up drawings and installation diagram of vinyl, sliding glass door- pre7ared prepared byPGT. dated 12109,115and last re%iWi onOlIS116-signedandsealedby G. OTHER LN'SPECTION. A copyof this entire NOA shall bepiovided to the um byl.ke manufactu� or ib &,sbfttor­s and by Fent-stration Testing Lab�_ Iw-, Test Report No. FTL 85,48. dated 1121V411 5- signed and Anthony L Miller. P.E� (SUM UnderIV '0 N '0. 15-1210.0,1�. L Notice of Acceptance No. 155-12110-01� iss� to PGT Industfies, forth& Series C'n shall be available for inspection at thejob, site at the request of theRuilding Official. sealed by Idalnis Orteg?4 P. E_ (Test repco revised on, 0 1/04A 6 and 02211111 6)� _A� 17, Glazing complim with ASTME-1.300-09- - `5 5 70P� 717 0" Vinyl S Min a Glass Door, (Re info rc ed) - L. MX'� expiring oil 04/14;22, 1 2)_ C%j Tbis, NOA r evises & renews NOA # _10-04 29.05 and consists of this page I and e, %,idence pages E- I E-2, E-3. E-4, 7 00 E-5 & E-6 as -well as approval document mentioned abcm- C= The submitted documentation was reviewed kyl%baq I C-handa. Pl� Isha q 1, clazda, PZ Product Control Unit smperriaor lskmq I chanda. Px� Product CoatrGI'Ukit Supervisor Uaq.L Chanda, PX. Product Coutral'Unit _SuptrTisar UJ -= ::. NNOA ING. 21-6,04S.0 1ffP1AMKYWEC,bUWYlN NIDA X o. 2 1 -0 2 0 5.0 3 ING-k N10. 21-42kZ.03 NOA -No. 2 1 -0 2 0.5.03 CL_ _< 6 �_; Er-, 1 Expiration Date t AprilN,2026 EmpirationNta- ApriI14,2016 Appro�ral Datv: Nfarck'255, 10! 1 Expiration Date- AprA14.21126 ExpirationDate. AprT14,2026 'Xiarich �L,, 7 Approval Da fe Okla reh 2-5, 20.21 -ApprovalDate- _Nfarc1.2.;",Z#21 Approva I Date- 15', 2021 Q_ ?a ge E-2 1-3 CU E CD 4.Y PGTIndustries.luc. CGI Windows and Doors, Inc. PGT Industries, Inc. N OTIC E OF A C C EPT-A-,N'C E: E N-M ENC E SUBINff I'TED NNOTICE OF ACCTPTANINCE.- EVEI)ENCE SIMMITTED 'NOT ICE OIF ACCEPTANCE: EVII)ENCE SUB W-TTED 2. Evidence Submitted under pmlous submittal E. _KXTERLAL CERTIFICATIO-NS(continne) 3. New Evidence Submitted 5. QuafleKpartSunerSnacer'Stan ard. complying with ASTM C518 lhermal Conducthrity A. DRAXIM iGS 0.88 1 BTU-ini ASTM F 1 2249 1XVTR­Pass, AS-IM D3985 Oxygen-­Pzss� AS7M4 E , A. DRAMTNGS 1. Dmwing No. Aff)-5570.0 Rev­B, titled --Vinyl Sliding Glass Door NOA (LMY'. shees 21-00 I-G. Durabihty�lo Fog -Pass- (Snbutined under pretious N70.4-Mo. 154409.05) .5115 1. DrawingNo__NtED- 70, 0 Re v B, titled ­Vin�rl Slidiug Glass Door NOA (LMT, sheets 1 I throuih 21 of 2 1., prepared by nunufacturer, dated 10105/15 and last revised on. through 21 of 217 prepiared by tnanufacturer, dated 10/05/15 and last revised on 010V21- 04,22120, signed and sealed by A- Lynn Miller, P-E. 6, Quanex Part Duraseal conVIving with ASTM C518 Themi-A Conductivity 2.2-2 BTU-inj 'QArTR­Pm_ signed and sealed by A_ Lynn Miller; P_E_ Cn br--ftl�-'F_ ASTM F 1249 ASIM D 1434 Anon Penneance-Paw ASTM E Note� This revision consists replacement of same existing insiallation screw with flat head B. TESTS 210 I.G_ Durability -No Fog. ASIM. E 546 Dew Point Dev-,rAcipment -201F in 48 hrs. 1. Test reports ow 1) Air Infiltration Test, per FBC. T-AS 202-94 (Subm ined under NO-4 Xo. 15-046R.05). 2) Unifbim Static Air Pressure Test- Loading per FBC_'1AS 202-94 7- Vision Extzusions, Ltd. Parts compl�-Jng with PVC-AANIA 303-13, Voluntary Speaficatton B. TE STS 3)'%Tater Resistarxv Test, per FBC. TAS 202-94 for Rigid Polyvinyl Chloride TVC) Exter ior- ProMes.for Vision ExMisions, &d- -VEX- 1 by L NoW., 4) Large Missile -Impact Test pefFBC- TAS 201-94 AAMA Fenestration Exterior Profile CeMication Program. (Submiaed under JIVOA.Yo. IS- 5) Cychc Wind Plessure Lpadingper FBC. TAS 203-94 0469�ots) C. CAL (XIL-ATIO-NN S E along with marked -up drawings and in"lati I on diagram of all PGT Industries, Inc 8- Vision Extr=,ons, Ltd. Parts complying with PVC-AAMA 303-13- 1 representative units listed beloa and tested to qualify Dowsfi 791 and Dowsil 983 silicones, fSubvi ifted under X0- 4 Xo. 1 "40 9.05) prepared by Fenestration Testing Laboratory, Inc., Test RepDrts No ' : 9. PVC-A_AMA 303-13, Vohmtary Specifumition for Rigid Po4minyl C-blonde (PIVC) ExterioT D. QT.-ALMI' ASSUILkNCE FTL4 7W7, PGT P'%15520 PVC Fixed Window (imit 6 in proposal), dated 00,101'14 Profiles for Vision F-Mimions Ltd--VEX-1 by AAMA Fenestnation, Exterior Ptofile 1. _Nfiami-Dade Departurat of Regulatory and Economic Resources (RER)- FTL-20-27107.1, PGT SGD780 Alumimm Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program. U) 210 7.24 PG T CA740 AhmL Out swing Casement Window (uuit 8 in proposal) FTL­20- 10. Notice of Acceptance No. 18-1217.1-4 issued to Energi Fenestration Solution, USA- Inc. for "-Yan E. XLATERL-kL CERTIFICATIONTS 2107.3, PGT PVT7620A Altminum fixed Window (unit 9 in proposal) and FTL-20-2107.4- tlieir 3040 & light shadf (non-wliite) 111tite Rigid PVC Exterior Extrusions for L Notice of Acceptance No- 19-0-105.02 issued toKurarayAmerica, Inc. for- dieir > PGT PW7620A Ahinimum. Fixed Window (unit 10 inproposal) dated OT13 M2. all signed WindowsandDoors�-, expinrigonOD%21. "Trodfolt, Ultrack-ar, Clear. and Color PVB GLiss Interlayers", expiring on 07-0�24_ M 0 and sealed by Idalmis Ortega, P.E., 11- Notice of Acceptance -No- 18-0122.02 ismxd to EneTp Fenestration Sohition, USA. Inc- for 2. Notice- of Acceptance No. 17--0808.02 issued taKuraray America, Inc. for their their series '111ite Rigid PVC Exterior Extrusions for Windows and Doors�', expirmg,on "Senti7GIast, (Clear and.White) Glass Intertaivis", ecpmng M 07104;23- > CL C. CALCIL'�L_IATIONS I Anchor -%#I F.BC 71, 012K1 3- Notice of -Acceptance No. 18-1106.10 issued toVision Extrusions Limited for tb& "Brown 0 0- verifimuon calculations and structural analysis. complying 121., Notice of Acceptance No.,2"2703.03 issued to Enff gi Fenestration Solution, USA, Inc- for Coated (Painted or Lami red) WhiteRigid PVC Exterior Extritsions for W, indows Edition (2020)., dated 04�22,120, prepared by mmufacturff- sigird and sm1ed by their 'Bronze & hot sbade cap coated N%Ifte Rigid PVC E3tezior Extrusions for andl)oors�'_ expiring on G9,130.,C_4� 4­0 Anthony Lynn NWer7 P.E_ Windows and D oors"T exTiring on 04!16!25� 4- Notice, ofAcceptance No- 18-1106.11 issued toVision Extrusions Limited for their sffies 0 =3 2- Glazing comphes withASTIM E 1300-04, -09, -12 and -16. `1NT_ 1000 Tan 202 and lighter shades (Non-ANTMe) Rigid. Cel-utar PVC Exterior 0 D. Q U; A = A S S TER XNNI C E F. STATEMENTS Extrusiows for Mindows andDoors-_ expiring on 12P-9,21. 0 Miami -Dade Departrufnt of Regulatory -and EcAmomic Resources (RER). 1. Statement letter of conformance to YBC 7& Edition (2020). dated 04.221,120. issued by manufacturer- signed and scaled by Ainhony Lynn Nfiller, RE. F., STATEINIENTS 0- E, N_LkTERLXL CERTIFICATIONS 2. Statement letter of no financial. interest and of independent- isstied by mantifacturer. dated L Statement letter of conformance to YBC 71 Edition (2020), dated 0101,21, issued by (1) L Notice of Acceptance No- 19-0-105.02 issued to Kuraray America,, Inc. for their- 04A 8120, signed and sealend -by Anthony Lynn Millu, P.E. m=ufactureT, signed and sea led by Anthony L-jim Miller, P _E. Cl) "Trosifolt, Ultraclear, Clear, and Color P-1713 Glass4riterlayers". expiring on. 3. Priv-ate Labeling Agreement document between PGT. dated 03,30,115 and signed by all 2- Prhrate Labeling Agreemmt dated 03/0&0-1 between PGT Industies- Inc. and CGI 07MY24- involved partim Windows and Doors Inc., signed kv Dean.M, Ruar1r, PE-.., V.P.L EngineefingL I on behalf of 2. Notice of Acceptance No. 1.7-080&01 issued to Kuraray America, Inc. for then- 41 botb,companies- SentnrGlast (Cienr and'51fte) Gkis Intvrtayei��'.. CXI=9 on 07/04/23. G. OTHEX%_S 3. Notice of Acceptance No. 18-1106.10 issued to Vision Ex1rusions Linted for their ,srown th I- This NOArevises NOA# 17-Q420.06fPVT-w;CGj) and updates toYBC2020 (7 Edidoit), G. OTHERS Coated (Painted or Laminated).White Rigid P17C Exterior- Extrusions (.Xp ffing 0402 L? I L Ibis NOA revises & renews N0.0,20-0429.0-, (PLA wiCGr), e.Viring 04,114;X for Windows and Doors'� expiriug on 09/30.i24. 21 RER Test proposals #19-1155 dated 0 1 10220 appro-ved by Ishaq L Cluinda- P_E_ expiring The curimt assocmted PLA, CGI file#21 1-6205.01, expiring 04.114.26. 4. Notice of Acceptance No- 18-1106.11 issued to V ision Extrusions Limited for their 04)14,21 smies "VE 100 Tan 202 and hoter shades (Non -White) Rigid Cellulm- PVC Uj 2E Exterior Extrusions for Windows and Doors-- expiring Gn 12,12=9i'2 1 Idanq L Chanda, PZ < (3) Ishaq I Chiuda � ?�E. Isha q 1, Clanda, FZ Product Control Unit -supervis'er Product Contm] Unii Superrisw Product Control Unit SuperTisor NOAN-o. 21-0105.03 < N10A N-01 Expiration Date, Aptill.4,20.16 Expiration Date- -Aprit 14,1026 ExpirgAIGUNte. Apr414,N26 Approval Da tv . -NlarrIL 159� 2021 Approval Daq*,- Xfareh IF4 2021 _j -Approval Elate. Nfarvk 2S,2021 SHEET NO. 1 March 6, 2023 1 PA 10 1 -IRVII F-F —i 11 1 C_ FF,, to —00 -0 O I MIAMI-DADE MMM MIAMI�DADE COUNTY C) C 0 0 an PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC CL -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RFR) 11805 SW 26 Street, Room 208 (D BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175.2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0 0 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov1econom_y 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 to 0 a) Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 C)- C 0 3: 0 Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details"„ sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet 10 I Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet UL 10 Q - /. 11L1EC=—,X TILLIT TESTING Q ENGINEERING COMPANY __ __ _ __ WAT,TER A- TTLLIT JR., P.E, DL1te,o@aoJ.co i FI.?X,Lh­­NP �4167 FL C I Li.- N,,- M6719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY; Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: GiQbal ProtQgfi0APn),d_UCt5U,C, 4600 S.W. 5 1 Street Davie, Florlda33314 1, PURPOSE OF EVALUA—TION: This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20.3, Method I D of the Florida Department of Business and Professional 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. , I This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED 2.1. PRODUCT EVALUA.TIONDOCUMENJ - -(P.E.D.). Drawing No. 20-176, Ned 1120 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and seated by Walter A. TI Ilit, Jr., P, E.; dated 07128/2020. This drawing is an integral part oflWS Evaluation Report, oXIIII . 1111"', .,t%,,'�i�RA rQ�,N , -,-'!�o . ......... / , ,�� - ""!S� .- -_ - -A,� .."ILGEN ,.,. - , 1�, - '. V . - '. � --- 7 tvlk 17 1:L �7--�_­�_ -"-'I- � , ' 1 __ -1 __��_ �Z'��- No, 44167 ', :t - I , 2*� ! - � 'I- '.?w-,:!V ; - 4'� : I , .! . �*= - __2_ = -,,- t �_ . - I S_ 1. � , - I 110-, - .. "t 0 P, � � ".. - " � 1� d�j, ­­ ' 6355 N.W 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-15 - .r - 0 Y%�,P, '(U41 III)%, N . . PRODUCT EY. T.10N REP0Jf7rN0_JQ&U&U 2 2-Z TESTMERORTS: 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# 96-589 dated 08/09/1996, #96-570 dated 09118/1996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E_ Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 1 0/05/1 D98 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and Seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E, Tensile test report No. 9CM-197 by QC Metallurgiml. Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 21.-S-TROCTURAL E.NQIN ERIN CALIGMINATI[ONS, I 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 16i 6 of the Florida Building Code, Calculations prepared by Tilteco, Inc., dated 1 IlOa/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr-, P.E. 3. MISSILE IMPACT RESISTANCE; La rge missile Impact under section 16213 of the Florida Building Code, as per TAS 201 Protocol. 4.-WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Mssures, Maximum panel length shall beas indicated on sheets 8,10, 14. 15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14,15,17,18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 1ASTAWLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8,14,16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 'I,,kIlil It, 'Iflo?"Ok. ,XO�"�� kJ144/,I '%�, "A . . , , , !k�� . .... .... C/ � % 1�:O�� ..`\,\CiENSe`T.�1 __ �___. -1 . _-, . *. It - ,7�___ 1� '��-- =:'--=J_; Q-4!:::�t.--44157 '. S I -1- ­=_1_:_______ .A, �*E I 1= 7;17_r1114&*_11t1_1 . I',' , - - '* - ' - . / I , - S7ATE OF �,,!�� -1 4 -, -�,- - P, �, ., � I ,-.0,i­, tovD .�-%,�'10 , . .� (�� .,:, "� e�' - - � - - - - - ,;� "'s *'0,00�51QNM, "'NomItWO'lIkke . GENERAL : B 3) IN CASE THAT PRECAST STORE, OR PRECAST CONCRETE PANELS, S!UWG OR WOOD BOARDS ED FOUND ON TI`IE MR) FOR 20 QW& SKW= SIM MN MNES) tKISn"G WELL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SIRUCWHE BEHIND SUCH PANELS I STORM PANEL D40WN ON !HE PRODUCT EVALLWIDNI OOCUM�Nt �PED,) RAS BEEN YERIFIED FOP COMPLIANCE AN ANCHORAGE SHAI� RE AS MENTIONED IN 8 1) AND IN EL2). ACCORDANCE WITH THE 202D I711, EXITI OF T,4E FLORIDA WILDING CODE �0 TQ_FA=ft1­*QW­Nh_ _V_=_�86,E!Tf_�_!E_A,M_lW.i - 1/4-t TAPCON ANC" RS� AS MANUFACTURED BY I TV SWI-Da. INC DESIGN WIND LOADS SKA.I_ GE 05TEP"INED AS PER SECTION 1620 OF THE ASM MENTIONED CODE, DEVALE FOR A WIND SPEED AS RMAW Of THE 4URWCTION WHERE THESE SHUTTERS W41,; BE INST&LED AND - pA_'o PATIELMATE ID AND FAMEUMTT PLUS MCHORS, JV5 MANUFACtQRLD BY EICO CONS7RIJCnQN PRODUCTS FOR A DIRECTIONAUT'r FACTOR Kd.O,ft� U-14NO ASCE 7-16 AND SPAU 140T OWEED THE MAXIMIA4 (AS,D) - 1/4"O LAG SCREWS PER N Q�S� OtBiGbl PRESSURE RATINCS INDICATT'D ON SHEETS 7 THRO 12, 14 15, 16, To a 20 - 7116*0 v 6/4* WOOD BUSHM 46 OISIRIBMIM BY ALL PUNT SCREW. BOLT & SPECK11 M, IN ORDER TO VERIFT T14C ,IBM CONDITION. ULTIMATE DESIGN WND LOADS VEIDNA,wro PV� Asm 7-te SHALL BE rRS;T REDUCED ' ,0 A,SD DESIGN WHO LOADS Erf MULTIPLYING THEM BY 0 6 IN ORDER To C 1) MINIMUM THREADED PENETRATION INTO WOOD Of TAPCON ANCHORS SHALL BE 1 )/2- AND 2- FOR ELCO PA'IlLWATC PLUS COMPARE THESE W/ MAX (AS 0) DESIGN PRESSURE RATINGS NOArATED ON SHEL 7 THQU 72, 1 A, 1 S. lot IS & 10 AND PANTIAMa FEMALE ITT. IN ORDER TO VMW,Y 7HAT ANCHORS, ON MAS PDO AS TESTED WERE NOT OVER STRESSED, A .M% RUCRaSZ rN ALLOWABLE 1,2) MINIMUM niREADED PENCTRAPON Or LAD 5MEW. INTO THE WOOD rTWAE UNrl SHALL Or � I/?- I* T,REACED PENETRAIMN 11410 STUCCO SHALL BE CONSIDERED AS PART Ol' T14E REWIRED THRMCD PENtTRAVON STRESS roT JAI40 LOADS WAS Bill. USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD 14AS BEEN DETERMINED IN ACCORDANCE WITH NZS. 2018 C 3) MINIMUM EDGE DISTANCE OF LAC' SCREWS, INTO WOOD SHALL BE AS INDICATED ITT IRT'S DRAWING 'STORM PANEL'S ADEOUACY FOR IMPACT AND WND RESISTANCE HAS 13EEN VERflEC IN ACCADAGANCt WITH SECTION f��.6 OF THE AEKAI`E MENTIONED CODE A, PER HURRICANE ENGINEERING; * TESTING INC REPORTS a5-561. Rfi-SrO & 96-I30 AND r.4) MMMOM PENETRATION OF WOOD BUSHV40 SHALL BE 5/6' 1/4* 9-20 SCREWS TSIFO SRALI BE 1 1/2* LONG MINIMUM FENESTRATION TESTING LAS M. REPORTS 12032 & J2126 . AS PROTOCOLS TAS-201. TAS-202. AND TAS-ZO3 SHOULD STUCCO EXIST AND " MINIMUM 'OR WALLS WITH �O STUCCO AS WELL AS ALIERBICAN TEST LAB OF SOUTH FLORSA REPORT OMHI.07-09, AS PER TAS 201, TAS 207 AND TAS 703 STANDARDS. C 5) IN CASE THAT. PRECAST STONE. OR PRECAST CONCRETE PANC,S. STUCCO ON WOOD BOARDS BE FOUNC, ON THE EXISITY, 2 -41- ALUMINUM WPIUSLONS TO BE tX)63-T, ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) Sri SHEET 2 WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS LIENT"ED IN C. 1). C 2) & C 4) 3 ALL ALUMINUM SK"T METAL USED A� CUOSURES �HALL 14AVE 3HXI-HI4 ALLOY (0) ANCHORS SHALL BE �WSTAAUED FOLLOWING ALL Of THE RECOMMFINWONS AND SPDCT;CATO%'S M THE ANcHOR*5 MANUFACTURER A ALL STEEL SHEET META, -AKL5 SHALL KATE SlTiUrTURAL QUALJTY 57,F4, ASTAI A-653 GRME 50 MINNUM, r-W CALVVAZED MEL DESIGNATOR W/Fy- WS - (AFTER ROLLO). 8 PANELS MAY ALSO BE 1,1,'-',7AU-- MOD-IONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THRCX;Gl, lo LSmEErS 4 THROUGH 6) EXCEPT �Al HEADERS (Z & (1) SHALL NOT BE USED 5 ALL SCREWS TO BE STAINLESS STEEL XA OR I' t NE11 SER;ES OR CGRWWM� RESISTANT CQATED CARBON STEEL AS PEP DIN 50018 W1 W kAi YIELD STArINWH AND 90 4,st TENSILE STRENG-M k SHALL COMPLY W/ FLORIDA BUILDING CODE 9 17 S14ALL BE THE RESPONSIBILFFY OF THE 1;aNIRAC;OR 10 llERIFY THE SOUNDNESS OF TFIC STRUCTURE WHERf SHUTTER IS TO BE SECTION ,,I, 3.5 4 ATTACHED TO INWITE PROPER ANCHORAGE- THIS SH,TrrER SHALL QNIY BE ATTACHED TO CONCRETE SLGGK OR WOOD FRAME OUTILVING5, e EIDLIS TO BE ASTM A-�01 0ALVANLZED STEEL, ON KSI $04 SERIES STAINLESS STECI� WITH >6 Lej MINIMUM Y�Ek.D SIRENCIIH 10. EACH RECOLAIR STORM PANE! WITH. LENGTH$ OVER Er-B THROWN 12­4', AS PER SECITONS C, a. 9 & 10 APIO ALTERNATAICS SIN, I !iW & I OW 014 SHEETS 11 6 4' 12 AESPECtKLY. SHWI HAVE A IMBLE AND AXAGICY VISTEXE MARKIN.' INSTRUCTING OWNER OR 10 ANCHORS WALL �PLRLL EG AS FOLLOWS TENANT Ti- SECURE PANELS Went APPUCABLE REINFORCEMENT DURING PGAUTEIS OF HOARMANIC WARNING (A) TQ_.LVST1%_FV,=�_QQN0ETD ll THE INSTA "ITTON CONTRACTOR IS T O SEAL/CAULK ALL WOFFER rOMPOINeNT EDGES WHIICH PDAUN !N CONTINUOUS (*NTACT YOU - I/ 'a TAPCON ANCHORS AS MANUTACTURID BY 11W EIIALDEN INC (M,,, P-3192 T,,.ij TIC BUILDING rO "EVENT *NO/RkN �NTFNSIONL . I j4t . I, 1/8" C&q-,N ANCHORS� AS MANUFACT'ATEC By DEWALT INC Ullkr ?'­3LW P-1) - I/A _- 1/4, 5000_ DSIABUTCO BY ALI POINT SCREW, BOLT & SPECIALTY 00� 12 STORM PANEL TIPWAUNITON, SHALL COMPLY WTH SPECS INDICATED IN THIS DRAW04t; PLUS W, BKD,N� AND ZONNC REGULATIONS `RGN-- AS ("I '!­. ,4.-'�)_ P'l""DED By THE JURTSOICITON WHERE PERMIT IS APPLIED TO - #14-10', ­;. ,. , D � -ANELM,U PLUS ANCHORS, AS MANUFACTURED Yf ELCO CONSTRUChUN PRODUCT' U,,N , �,:U I� I.) INS PROWC1 EVALUATION DOCUMENT ($1 F o ) PPEP,,RED s, T,,r ENONtER - GENERIC X40 Mr, AM PROMICE. INVORMAkIlO. Z� 0 I, ") - 1/4"0 Cr 740-GRIP ARCNOR5, AS MANUFACILIRED BY TRki-FAST CEIRIDBATION (I'L.1,6DO P-) FOR A SITE SPECITIC TPRGJEM� it WHERE rHC SITE CONDITIONS DEVIATE FRLA' TH� PLO, A 1) MINIMUM EMBEDMENT OF TAPCON ANC,*PS INTO POURED CONCRETE SHALL ELL t 2* FOR PATIE.ATE FEMALE (r) CONTRACT OR TO BE RCWONSISLE THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF TF1,fS PRODUCT NFOR _3/4': ,, akvo ON TNOS PE,r PRWOEO E',,pif DOES Nat DEMATE FROM THE CONDITIONS DETAILED 0.4 THIS DOCUMENT I .PAID FANEMA11E PLUS AND I I/4' FOR EF TAP -MP ANCHORS. COOSTHLIC SAFETY AT SITE IS THE CONIRACTOR*S RESPONSBUITY k 2) CALK-114 A, SOLO-SCZ ANCT-IORS SHALL HE EMBEDDED 7115- INTO THE POOPED CONCRETE NO EMBEDMENT INTO (C) THIS PRODUCT EVA1,A.LPTION DOCUMENT WILL BE CZfl%VERM INVALID IF qGTUFIED SFJ 0 SKIlILL EE PERRI 1/4- 0-20 SCREWS USED SHALL BE 1 !/2- LONG MLN4MuM SNITULD SWOW EXIST. MO 3* M94NUM FOR WALLS WTH NO �IUCCO� AND WT BE HEADED SCREWS OR � F,READFD SCREWS W/Q HUPG_ kd) STIE SPECIFIC PROJECTS SHN-1. BE PREPARED By A FLORIDA REGI5TFRDO ENGINEER OF ARCHITECT WHICH WILL BECOME rHE BUT WIN WHO NUT�_ ENGINEER OF RECORD (E.0-R) FOR THE PROJECT AND WHO WILL BE RESPONSTRILE FOR THE PROPER USE UP THE P 'ED, ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE A ,N) IN CASE ��A-- PRECAST STONE. PRECAST CONCRETE PANELS, PAYERS, STUCCID OR WOW BOARDS BE FOUND ON �.; PED ENGINEER, SHALL SUBMIT TO THIS LATTER THE STE SPECIFIC DRAWINGS FOR "IEW EXtSTIW, WALL OR, FLOOR, N4CLIORS SHALL BE LONG ENOUGH TO RWCH THE MAIN STRUCTURE SEPOND SUCH PANELS ANCHORAGE SWIL BE AS MEUTTONED N A 1) Mo IN A,2), W TNTS PZO SNA� BEAR ,THE CATE AND ORIO,kh. SEAL AND SIGNATURE OF THE PROFESSIONAL EKINEER Oc RECORD rW PREPARED IT (13) ik-Lawlt&-Qmm.--T-�&M-W&I.L-A5DL-�;---29 - * I YAPOON ANCHORS AS MANUFACTURED BY 1 1 W SUILDF%, INC t4 SNUFFER MANTIkk-TUTPERS LABEL SKAL-1 BE LOCATED OR A READILY 41SIBLE LOCATION AT STORM /4 PANEL SILITTM-9 �. ACCORDANCE MTN SECVCIN I �09 9 3 OF FLORIDA ROUND WOE. DW_ IULAEL _ �/­ I � 7/8' ekK-W ANF'�HORS, AS MANUFACTURED BY DCWALT INC (MTN, I'­150D P­,) SHALL PLACED BE FOR EVERY OPENING LABELING TO COMPLY WITH SE11ION T7OR9,2 OF 7< - i/e III X 1/,. SC1JD-$ET ANCHOR$. AS DISTRIBUTED BY ALL POINT SCREW, SOLT & SPECALTY W� FWPIOA EKAUNNG CODE (WIN 1'_1800 g-ij � - #,4-10 PAW-LMAVE FEMALE In AND PANELMATE TILLS ANCHORS. AS M"FACORIED BY ELCU CONSTRUCOON THIS OFAWING SHALL ONLY BE USED To I ,KGGU IS IMIN, V­2TT71 p ll I) T,OI041001440% I OPTA04 PERMITS IN THE STATE OF FLORIDA I 01. � � C 'TURTO TAP ANCHORS, A' - '14 0 CF -GRIP BY TRU-FA51 CORPORA" � AS MkNVFAI, ,01"iL�� _ !(417" F� , D 1) MINIMUM EMBEDMENT U, TAPOON ANCHORS, ELM PANU.AUITES AND CF rAP-GSrP ANCTLOR, INTO THE rGAIA��­­ ;_.�-� .�­, FLORIDA BUILDING CODE (Nigh Vatoelty H-ricamo Zone) 11 � � �NG _�_?_ , - - __ ----7- - -11 ,�,_ KOCK UNIT S�HAU BE 1 1/4-, . , -MO KIM " ;,p 1Z I" a ." No, - I 20 GAGE GALVANIZED MEL STORM PANEL 9�.',) CALX­N 4, SOUD-SET AACHORS DIALL BE EMBEDDED 7/3' INTO T,FE CONCRETE BLOCK VIACT, NO EMBOM 167 " , DPA" S, 4 I—- - - - PI)r . - INTO STUCCO SHNL ELL PITRUITTED 1/4* 0-20 SCREWS USED SHALL BE I I/I?' LONG MINIMUM swuulm SYMCO - I 0/11,120 0 EXLST� AND I' MINIMUM FOR WALLS *IT- NO STUCCO � _.� I 11LIECOom. '\ \ GLOBAL PROTECTION PRODUCTS, I.I.C.- �m - � "O, STA OF - / I Z��----- I -E. El - S70'. 'C' - FILUT 'E'51,AX, 4 1-CEARN 3AlPe. It �­ � , -.. � '. *' �� _0W '" -l� CflT+)APW­75.k 14; (0�)MSALNTI -176 1, ,�, OR ON *' _4.­._,__ , "' 20 1 - - (AlEI - - - - C. ___ " �_,q ...... - .... ""', 6/0�*A* TVRLI�� -M."L, - - — — - �_ � I I I VOI; . , EALTE. I T,LF ... �E I - - i - - =­ - ,.R. _ , � , , , , . till, ... Awk-1 'I ,A, � - I I — - - INUALLATION QETAILS FOR REQIJLAR PANELS 1) & JA INTO EXISIIN9 PO!JRED CONCRETE OR BLOCK STRUCTURES .CONCRETE ..In ANCHORE M SCIRTAIIE ON CONCRETE AMCIFORS CONCRETE AmcHoRlL Ix.-=.- ;,%-- .-- 'o- - , - , cow-foc ANCHORS - . __ � , , I _�_' I7 sHczTE a --toLIGA, 9) I. I 1� _., - \ (SIDE Sc.EMA1 OK r SHEETS a THPIOUGH 9) I 1 ._� � EXISTING POURED -1. If I - - ISEE SCHEGULE ON .;� - - �� _� (�J - SHUTE a THIROUCH 11 b , - - ­ I ... 04 1C`C=,NPGU&r1`Rm �_, IlT ��--- -;. "IM-1 _;-�" - � . FL�_ - - CONCRETE WAVRE15 �: L . I � p, . ". "� " - , -, ,�-, ��___ ­! ,,� �!' ui,I.- _­ ; , .1 - '? - - L �'k #I, " 7 ��i . 11�� , ��, I 1/4- � � � , :, , I ,"4 --- ,,�..,L��Vl � � , _-, " A - _ _ -, : I,- ill . Sum, I: -_::4k , . . .. R - , E. 01=t I` " , - _J xl�� _____7 1/4- - I - - iziL�� - 0A 01, '. - � Z� Li t� .,�� � I " , I I I IT.. I I � I I S. . A , - I : 1,1:� i - __ ,- - __ Dwm; PoLAo to �� . , � I CONCRETE 11 � :� , /W\ ; I I I _. I ; [ ". -1. : .1,1 i ! ___t_ � . -c -RED " ,'Z 0 . L4 �_,_ 4 �,` # I R S� 1 E a I I I ___ __ �� : " .1 I , ",� 41-VI- i ,a ; I (�) � I i - I CONCRETE RED I VRECK� : 1, . _.'�11 I .�", � I � , - ON � � , 1"., " � �'� 1L I . I L - � I S": W.-,.V.r i Z-1.19 � I STE SOLoINLE I 9 1.;11'14 ,_i� ,�Iz V14M .U0 0 9 ���� : EMIT III= . 6 I Tav - (D I � JI 6 ' I I ­431 I u '/E­ .. I 1 ," " I : -,to , - � p 'o'c"I I i I . I ME MAMM ,'A wl"a, -_ I `N (7v I I � P, .M k-l- j � coET.9__J 1 I I I � ,OR IAl W � � (EASE, �__ JAY I=,- I � 01 To I I I , � - 0 '' � - 4 , ,, , , ; ,,, T 1 1 ; 101 _,�, � - � , - � � I I � - i I - - - 'I - i = ---- � . I I "I'l - I I I ; I t I � I _- =__� - - I � _ - __?� - ,� I I 6 1 I, t- 0 I � i I 77TT77 I 1 1 : ,-, ,� - ,� I 11 GORED E­ ­ EXISTING P - 11 I 1 17_0-�3/3,- CONCRETE OR . , CONCRETE BLOCK I 0,-S�Z. REGUIRED 12 1/2, .0 i ; . I �l I i � i d , - I V 1 ! _ I Tly�/_nl IIi I I WNclone, . _f j 91 ,� t/r oc �, . I , , , , : I - I r-. I I � i * i � f 7-771,77, __ - i � �1� I Q�. ! � , I. ,� 9 ExponG POUIRED I., �-`,� r IF- i CONCRETE OR - - I - CONCRETE BLOCK � . - tl�� 41 Ltl I ; I § I i -.4% W, '" i 77 7 -t77 i t DEPT STUI, , i I ,­ . 0., -1, __ , - - � ,2,/2 - I - .1 a " :_ .,� r"D"STME. 9 EXISTING POURED ED. ,�: 4�- a- 1 ,� I, .. , CONCRETE OR - `,�, -_ __ -,-- I CONCRETE BLOCA , \ i (T , - ..." , � � � � __ �- , , '� �, ! I 11 ­ "I __ �_ ='­'% �" '­ _­,"Jrj��"�- REQUIREIT 11111_� . I ,� I REQUIRED - , I I - - ,"* f 1 -L T - ;�. L , -',',' I . , 77�77 I , - r - I _,_ -, T _E I lt�7 S,W- �,, - l , 1 I EXISTING POURED 11-1 A , I III _ . . 1 11� ­- Mk, - I- ._J � t � - " - - - ,� , , ". CONCRETE � _3/1'_ ,,,� __w . . RECUMED. I -. . �EO .- - - " - _w -) :� . ' [ ­04 W .-. - - ­1 -. � - -1 V9 1, : , � �-4-, _W - � CONCRETE ANCMOAS - I 4 5TACDERED W/ SYJO �A � R �, M (y) C..,, cow -Rot AN"Rs , , ,,, (SEE ScHMULE ON ,� - , CoMpeCTE Anclm I (SEE SCRODULE ON _\K - , . - 2' 'T . . El- TIT . 0.1 -- - i�',�$_ , - �, � . ��,, V R (ME SCHEDULE ON $REM 6 TNSAX,01 -J) �� . : , W�EEM a THINNc. V (ME W.KIL ON ,C - 6 SHOW a TURCUOR 9) SHEETS a niRms 0) . "ifir?" SCALD VS-, � W% 11 I; UWM - � RUUD_ I -11 SCALE S/8-1, ALtERNATE 01111D FIT MQUNDNG SCALE 3/TI_I- ___1 1-1 1-111-.­ ­­ � - � I 2 : SEA WoUl 1 1 ,of , , .-I I ,11. I- - MRRIgXAW, - I f E,DL - EDGE DISTANCE (SEE SCHEDULE ON SliEETS 8 A 9) - I n, CUMIAL � 1 0 1 IT . : ,.v3r I I � i - �g­.%:* I I i NOTE Fo QwAaftalo 9FALam; I I 1, 4 T! 1/2' o.t ,, I, - I - �, g ,"011INJIMI"'10 TOP & BOTTOM MOUNTING& CAN BE ! I i I - I I #0 tfk A. rjj� 1�/, COMBINED IN MY WAY TO SUIT ANY INSTALLATION __`;� "If, 1AX .. , - .�6 ..... � / EN4:...�� 777t7i.�,-,�-i-i�,�,,,,�,,��-,�,�,-,,,:,,.�:L"�,",- 11 �­. '­ ­_, . . .1', ­_1 ''I � " . -11 .. __ , 1� EXISTING POURED � ,. , '� J .. � - FLORIDA BUILDING CODE (11112h Vs loclty HW cone Zone) �3/4'- - CONCRETE _ __ _ ___F 1. _G __ _ REQUIRED. _­ ------ED ­ I- ­ C�OMMVT $,, Z : � I =*' 7 � = -a , * : E M. ItTeco. �. 20 GAGE GALVANIZED STEEL S70RM PANEL 11 E, . (Mr scNew OR .) ,�. SHEETS a TN CEILINO AND F1 M M _- -.0. TATE Of -:*z � - -, SIP,- __ �; 0 , "'.. 0, I _�__ .. I ­ Tll� 7 W __.. __ GLOBAL PROTECTION PRODUCTS, U.C. ",=_ �.�T,T��Fsi,L_ QXV Sw bt STREET - atil ''ZA 1, - " A L 4W1i_1 1-1 TM- . _= ANY .. .,� E. It n314 - , 211-176 &�_.t,AA -1 P, _. PROPS, C654 -15QI, F. 4ft�)09-97%? ­1­1-11, V-11,11AUNATUREAMIC , I (,-I .,-,.I TEA.Ec NPI C"_LKXT`FT;9 - .1 - I AIR I- - - . - 11 ',� PC I - - KAWN A' . Z "67 i :�� I- , I I Mle. L.t I I .1 ­_ ........ - _.J I nODUCT EYAMATTION REMM NO, 20-0719.01 3 & MAJERIAL CHARACTERISTI ,AND SPECIEICATION,-4 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.- LIMITATIONS AND CONDITIONS OF USE; 7.1. Shall be strictfy in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thrul 4 and 1 1 thru 16, indicated on sheet 21 of26 of Product Evaluation Document (P.E. 0.), drawing No. 20-176 prepared by Tiltem, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shal I only be installed Into poured concrete, concrete black, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, dr., P.E. (Florida License No. 44167), President of Tilteco, Inc, (Florida CA-0006719). I,,%IIWI1fIh,I,, 0' ?, N T10S. �,N,O,Z X".. 1: ., ... /-; , 1!"� . Nll.,. ,J��. -`:��. ,\�,ENS,`- 'S, , .. .- -_ __- * . � ip .I. %� � , �z:: ---' ' - _� 4=4 N�o. 44167 -, * = , _______ =_*,­_��-* .. = J - � 7,'*, -"3i,-4-� %. STATE OF ..,:651 "" I; - - - V� " " , I !D,1.0�1�"...,'40V) .--',;�' 1. N . I� ,P - � ..... .. T� lr.;, � SIONAC� o 0041,10111W%1018% VVAT)LL D�I; T(LTECO ADMON R�FCORDG I P. E. REPORT-20 k GLOBAL PROTECTION PRODUC7S, LLC � 20 GACLE GALVANIZEC 5TEEL STORM PANW DRM 4 20-176� REPORT# 20-0728,01 _' / 1�10 ECO irqc\- TILLIT TESTING A ENGINEERING COMPANY VaL7&iUA._T1_LLJT, JK, RE, � ... I _� x0OU PRODUCT EVALUATION REPORT 14.111111"tV, 44'L' fI,�.A.LTFLAI1N1_J.X`6?I9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGOII Shutters PRODUCT SUS -CATEGORY: Storm Panels PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM PANEL I MANUFACTURER: Global Pro LLQ 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Bustness and Professional Regulation, This product Is being issued an Evaluation Report as described heroin, and has . I , been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: Z1. PRODUCT EVALUATION DOCUMENT (Il Drawing No. 20-175, tilled '24 GAGE GALVANIZED STEEL STORM PANELP, sheets 1 thru IS of 16 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,, dated 0712712020. This drawing is an inte ,,, 10TIT", ullisv)is Evaluation Report. R, , ,,,, 1_�'� ....... �'.Z.Z/ N, . �, - . � Y" '� " �� - �,-,* . ---"�V,&EN,�, ,...�� % t2�� I �� - I- �,,C-7__� ' , 't_1____________ `yl � " __-r . - , I �_ .� 4167 ... '� I 1�' . = - . �71�27 4*: , * : = , e �, . = , * , , / - .1 E : 11 - ,3� 1-111_ . 0- Z' . I OIL , �c , !P,.O�..� ,�DRIO,.-.`!t�,� ,t, �� , _ ., � �\t 0 ,, 6_155 N.W. 36th Street: Suite- 105,Miami, Florida 33166 - Phone: (305) 871-1'Q�bVTW-1 531 . LAR A LIFE SAFETY STORM PANELS (SCALE 1/2-I-) - ____­1__._1___. ____ __ � __ - - 15 19.3- (TOYAL, WIDTH) _ _- __ ­1 1. ­1 I I---"-- _­ ­ --"',-'- _ _­ ,,,,-__,_ , --__,, ­ 15 Tge (TOTAL WIOT4) - .- " - - 7 - - - ____ ­ __ - - __ __ - I- ,12-00' (ErrECTNT WIDTH) � - - - - -- - - - -_ ---- r � I I I­ ,, ., � - _ ­ -6 1/4' _ - - - _­­­ I I �______ __ __---6,2,5O,- - --- --- - - - - � r 1 , --1.3?0- - -1,3PO-_ � 1,3p, -, ,.".500, I I �,,,Ecc- I " I I � _I1_,W-__, " 01036, IM". THIGH I,3w � /�, I 1�f'l lwrx Il "I I ,- ,11� I I . I ,� 111. I , k- . - ­- - I A" < I OALY4420 MEL -;, "�� � �� I �� � Z. - ' - - i�K- ?__t__'1_1' � '. , , I ' � I � C _­ - , I - f GRADE 50 A I F I DOW MIN, TNCX: REMMED ..-- *0. " , � ..." REMMED _,�' \2 �ek � GRADE 50'04- ' I � G_W - - -N,, \2,657' i 2B5?, i f� EDGE �� " I C-40 GAEVI 11 _�� - " I _t GALVANIZED STEEL - F I � EDGE - I - � J' � HEMMED \ ASTIM *­G" I ., ,/ TYP, , ; A, I o0o - 2. ' I , � , _.- P -[ � _r� 2. 1 , , � ORADt 60 MINIMUM "AL, A-T 4 I ,�'_NENIMED I I I DETAIL A_,, P Gir , , -- EDGE EDGF -t -4 :i". X\ 0--w CALVI _arD,A ,� � 11 � A ,,�� i 46.8, L A .. 48.kT �, , � �, .. � ... _ , -- --------- - - - ------- ------ � . . ...... ..... - - J_, - --I - 'Zio- I 1�3�0-- I I Sol � - __ - - - , __5�250`___ ___ - "a (1) 51ORM I -_ , f::�� -_ 2.157' - "I .� , , - 3m __ -, ___1 . ­_ - r[,.. I , f]iso I PANaS EAD LIP _-� -11 .�, _� - 2,I87' 125' I/e.-20, '14-_20, I -- -- - -- __ "Do. A d __ 750'- 1-1 2f HEMMED - ,_ I - .Too' - .125 � is S" RvVED S-S. STIV REVETUO - ., -- - III,/ I ,&�, � , 1 1.2511' I Joe, - - - . 301 SERIES 304 SERIES _;5C � , A, '­ ,_ ,,� I �� ` R_00W , ; I f I I - 1 I I , � � 0 To ANGLE C I r � I -, �,,�� L____A �_L ' F I ' I� 'Ir _J� &� 'I-, - ____ i:,G - I - � MR, I toXa' I .093, � [ :2 . "".1 �� tooll' I i I i SOD, �i W I 1500� r 2000 * // ,!,_�I_kz�zl�_ , ` I _�_, 3-375* - pa i� 2,1'25- . �__"_ .939 I , -, - - - .11 11 // 1_�, tAIL I , - � m3- f IT I I / �,b2m. ­Z��4___,__��_, 1 ,1 - , . ' - A a 1375' � 2�i2S' I I �TI'4�"Z.=:!U­- ­ I i /' ,7 ,, -- HEMME-E-L , , �� �_ I � J .250- I,--) � I =' 125* � v ! I I i _� I A 0 471 1 , I , - -;)P-) � , 9�� , -- "- L �, , J ��375 � 1 41 � I � - - $" M­ - ------­1__ ­ f.500' - 1--,.-- l i 71 p) " III" A - W�, " '/'_­__2,ow��',_ 1 ISAMMIC VIEW DETAl tlow -- ROUNDED CONNER 0 ENDS OF PANEL'S ,e It END UP W/ HEMMED EDGE, (� V-1,E&M (1) M!.� (�) ANGLE 4 ANGLE WIJJJ 5JUD 4 ANMI W11H (N.T S) ADffM&-5= ! - - --I VARIES I T SEE DEL - f__j I/'. & 2/14 �374' . - - - ._344_� 1. i TYP To- SINCE - '096" .314 - , 7W -- , T , - i , . -0 PANEL 1881- , - - - 1 , 'M I .188i , �310 115* ,/.*.-20 30* sbm l i 1- I - IT 1 - - -"-&s wive, MA70 To 5 - , I , ­1.1- I I -_ - � . . - - 7 i I , I - a I . I 407 . - Wv / - T 3 V 1 0 63' I �15 .w* 12 1/2- OC __ 7A I : r. F i I - f � -1 I I 671. f-gf-, , 671 - - I I I 1,_ - 3W , 8""3./ 1 �3- 11 1- I . - ,-I'. I I-soo-I - - - -, --- � - I I, t 5� �_ F - . 5/ 6., ,4(XK 'OR .., -01 760' I 11 I - . ST,� , A I I I ng,tecxrow At PANEL OVERLAP -.05r- . _U&�,,'..- _ ____ I - ( . -, I - W_ .om* ., _.084* ii-_�; ,/ -- 2.OW'---- - ITYP,) 7-0 � 00- (_-"' KEY HOLE WASHER ,�,___ "�) _ r , -I I *E* IMCK ANGLE (9 3X, *r- IMCK (2) FIAT PL6TED 11-0i �,w I : �------, � DD36- (*,�) - - 494 I.d 1_� wilfl_= GALVANIZED STEM - - 344'0 'W""ItHR44 - , I - I ­1_1 I- i � - I �A%-e�?, A , 114i;ls : - _", W LONG , I I � 4 -, -11, -1 ) 6' CA,/ ,e;,�-�iiiIi��-�e,?N _� � ---I 11, : 375.., 1 1 -4.87ST,, , :, - I I I 7 1 1 � �� 1. e I I L � =V­ , s , Na� 44167 - � _� ;,�-F .1 ., I , , I . I t .375 . 0 .*j I � F, � ,\,�� Z * * 1, � FLORIDA BUILDING CODE (High Velocity Hurricane Zen*) i - Ll� __ __ __ -I . : - a , '. __ . , Q� e, - I - 0 , , AMAC WM �0 STATE =F .2ftV 'At=, Alt. ------- , -, r., i %m. , , 20 CAGE GALVANIZED STEEL STORM PANEL r � I- . I wpo . 2 1 i7e ED WW. NOT S _Ap '� �.. I I ILA, - . . MePi SY� S,10�,,--, 40 � __ l (�� K9X HOLE � . __ -2.000-- - . 41� -­-� I ------\ GLOBAL PROTECTION PRODUCTS. LLC. 'N'"N/"" KNI61t AL-UNU `1*1111�)"- 1,10,1I, �_ --- - ,> /M A80) S.W. 51 IETREET I 0 — ME —o. .. ---... (J) 2*XZ*XlZ4* - AIR - .M-* 21W� PROPE, (0.)SLIET-75A5, FO- (04)MR-E707 ANGLE ALTERNATIVELY, Lac WING ROT WOOL I / . rU1T n .W- 1 313111 20-176 MoRounoc *54" W/ AORTMAi- I 1, A "U11111M 1 1 OIPE _­ P" ___ QAAIFG, W - 7/BTTU3/32' WASHER (SVIAUSS, - .=O�'E IIE MAL?%XPIATUW,A.TE I STEEL OR WXEL PLAYED STUDO *&W �, TUB �, pr- aita 4 J 14147 1 - I , I . - - , or . - I I I - INSTALLATION DETAILS FQR. &EQU1.AR__EANf15f_11_"T RV_QD%MM_QMLS FOR INUALAI19N IN P000 MKIL INIQ EXISIING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES MUM am 99 wn I � - I W PA14MAn: FEMALE a Nn-cos . -11 YAUD FOR MUA UEE SM AM E::Z RW ON ?AMU-MMA .=To on OF CONCRETE AJ TAP -Ow i1i'MW_ ; 1511 SCRE ­.- , " , ME SCHOLU W SKM a & 9) SHEETS a = T) '-",� I . ­ I - I I , I :1 ----I ­ - ,,, I WWI. 1, -Z 1 1i � - , ,_� -* '. 11 I - 7`- 1'ri ,)2' I t \ :: ,� - . - - -1 I - i Q#L) I 47 I I 1 '. I "I - I , : I � � . . =j=1__=_ L � VAOE� --- - -1 - , I . I I - , I-I- I - - ---E , Ii A * .+ I � "I I 11 9WDO"', � t - : E.D "', (4) I I =___I;N - ....... � I i I � - I =��_ - � 11-9 REQUIRED L . -1 1�1 I __� -U-9 - I - � t_­1 I I I I �,�, - 1,1, , , - ­ , I o i I I 1= ;�� � � E, i � '. " 7 �- - _. - 11 .1 � , - . 71, ­ I % , , """ - , I % — . - _=mml L--m-a-, � it s 1 1 � ,.;;P�� ,,,­.,.-, .6 .. J_ 11 I I ; j L � - . � , . : . I I — _ I L , WIPM, - IT -r- - I If. I �, i *�F_ �� t "r I I- I Z N�� �r` -,�_., 'i� �-,2 � ��, � EXWM POURED I - l z,e _� ­t - - T � i i CONCRETE OR I - , - AE U-~ I , 11 - 1-9,I) - (1) � TF ; : -H,-., OUDC4, , 1 (D . %� / � �', 2- - i S REOUM� . � - I i I i - I 1. - LI151 .? Imil, �L­_ i ttf I I CAM") W. V� I . i [_­_1_. � ­KUPP_ APAY I ­ I I "­­---- .. , I I 111-1- , -1 - 1� I I �, I ; I 041 --- 144T.-2011' 4. . I � , SCALE J/ 6� I - I =0 MPY N. -.-.-,, I 9 -, X, - 2m, a �� I I , ', I - �1' ETCTUAt . CRY ; MIT 51>`� i i �= I - - � - V-1;I.X�V, Z-111 IN , 111� - I " , .�. II= I ___. ,P-,* I "' - . L - 1i - I, �, I - i5i;_._11:� P1. � I/` I l = M`!L`R I I I T., I t EXPIRE, (,V1W I i I ,I,,AREE I - 'j-1 - W-L 1 - '07) i 414 'T. i­ - __ , IT ' IAT_ - - i I . - - ,--",, �t ! i 7: I WQr I I � IF,'. . il/­tj I - .. " 111� - ­� � � 2-t I -_/x, ,. I ,A*- I � - � , 14 6 - .I_. - - - 8 .tn - 777t77777-77 I' I . I �S`Uo I I ZI -_ q� o -1 i I �, 6 11112-1k. i I 11 ,­-, , (I'l.ch - . � L 7777 U"�,_.._ I., _/ I - - �. I I _�, - EXISTING POURED E 0, - .- �=l CONCRETE OR - � I ��'_" F, 43�-, 1 ; I CASE C (PLAN) em"M SUOOA I I I LEL ,; - EA` I SCALE 3/16ml' ROOKPIUM EXISTING POURED 1W I I I � �,� CIA _ I 2�� ,_,,_ --,-- CA"!�O) CONCRETE �, I - tin I- � 7,7 I I CONCRETE BLOCK "I 1. ..- � I ACOURED I 111. /2" (Jr� ­­ ft- 1. J� , -, - - "I , � .�� P I ' -�314- 04 0 AT a � 04M�" =-- m-WIM., z If.mmn. I . . . . . . . . . . .- .11 I; , NEUMTE; ��', ­ ­ -1 � Al. :4,11. ;%"`N - � �, =*%: NIMMATt ,�,,�: CONCRETE , "' , I � 1. -I' IAPT­ , , � U- -,;r-- I T­.I=IR . ,,I ­ ­;�;P PLUS OR OF IIAP-MP - - - ,�` (A) �,,�:�L` - I 1�1�' I . M WNE=. (sa SCHEDWO ON SLIEZI I$ CPTA_ . '. � 44INaNau=9=4 " I I - SHEETS I$ & 9) WA11 (D.M.1 i BUILD M NQ . MFSR� --�—_ , / NZ, , - I I -1 01W olovp MIT.- 1,<�,(V/ -,_/` -01 -0 101f TA n -INT. 1011E. I A, F&I I UGT1F/-& SCALE 3/8-1, 14 - --- � CAN_ "no Ell, - A 1-1- - zp�, - . = EDGE OF EXISTING I ED. - *AY4 IAP, --WQ ,_ * NEW V WOE . VARIES F I �8" EDGE DISTANCE I I - 6prNNims .1 : 'G .@ I TH4Ch ALUM, TUBE OR I' � EE SCHED . I - _-, .1 - STING STUCCO/ Ell WOOD PLITE SPACER , U ON �, , � C%EYPON) , EA SHEETS 8 �EiB) I �� , -1 -WOOD FAMB I ,,, - I S � �� �i, - I I , � :- I * NEW I' WOE . VARIES . 1/8' �� I D , � " 2L_!ECJ"; -\__�T j ,,I ALM TUBE OR I' . YARIES - I � "I ; I t - P.7 WOW PLATE SPACER I 11 ', . TOP & BOTTOM MOUNIONNGS CAN BEHIND TRAIN _�_ I BE I I I � � I . I ! I COMBINED IN AN`f WAY I'D SUIT ANY CASE E (PLAN) . --,- .. )�, CO.CREM ANCHORS " I INSTALLATION. SCAILE 3/16-1- ,.i , , ,MD =.- .,-i --,-�-, ,-, � - - ENDO L � — "'I.- I --� � .11 - ­", A T ,__�_ i ". C-2 , l, L ?I 144 !%. �� S (b FOIlIll � Piz "", /1�01 ��, �4_4`1 , �� � VOTED --� _,""", FLORIDA BUILDING CODE (!j�.h Velocity H cone zo..)I "r --, MIALSIMI .1— ITT zoif"%V�l'- _`X.o`oE..,.___ Byo�ml' , -A - 01IM 1.90<, 10 K ' , , .T I �'.01=l I ]eZ WA CONCRElt 0MCK ,�5 U."A. .4 VISITOR - 4r . ' E' .2m %T= � � III: " 3 : '. - " Mo. REOURRED TIM,A,M POPP, No 44167 . i 20 GAGE GALVANIZED STM STORM PANEL I DRAIN ST . X� SECTION X-X i *:, (�­ ­ � I * (Ej SCALE 3/8-1- - . L , -44_7-�'!7f�,:!:�, ;f� -'I"/- 1� �q% TE K __ - /I __01 , IL EC�O�\ GLOBAL PROTECTION PRODUCTS, LLCA .. -�O, % 21- , . I 4W IN, �l STRUT !__� L FOR SE99RS I. 1�1� .. A �1_ M %Dur WWI TDSYM . �tMgg ;L 3",,i 20-176 '1�6il-&k:> ., - - .. M,* PIE PhoNL_ iw;ml Is, "A", (W)`ESS­.M "I I - -11 �T�ffj/ J I�Mi 1 DWAM ft I I --- C.-Dow, --i - I - 1­1 - I - "";4"'r�1L -, 0 - I N,,�W�,,.,,R,�; I - ,,I. M , I =;UkAl- , . --+---Jmw A, QP EA' - I I PRODIJC1*FvAIXA110NREPMf4O. 20-4717, 2 Large missile impart 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 11709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814�01-01 dated 03/1 1 fO2 witnessed by William R. Mehner, P.E., Boriz Moroz, PIE, and Henry Hattem, P.E. and Report No. . 0219.01-09, dated February 26, 2009, signed and seated by Edmundo Largaespacla, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report NoL. 1123.01-10, dated November 23, 2010, signed and sealed byJulio E. Gonzalez, P.E. Tensile test report No. OCM-198 by OC Metallurgical, Inc., dated March 13,2000, signed and sealed by FrankGrata, RE, as per ASTM E-8 and Tensile Test as per QC Metallurgical Reprort No. I OKMA 310, dated December 1, 2010 signed and sealed by Jerry Jaciolitano, P.E. as per ASTM E-8. 24,aTRUCTURALXINQINEEWIRQ_C�� On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/1 B/10 and 08/27/13 (for fts revision), signed and sealed by Walter A TIIIIt, Jr,, P.E. 3. M16SILE IMPACT RES113-TARPE: Large missile impact under section 11609,11 �2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201 � 4. "NO LOAQ55 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, I 1, la thru 16 and 1 8 of 18, of Product Evaluation Do,cument (P,E,D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm Shutter assembly, as per SSTD 12-99 Standard. fRODL= RVALLAILOE-UPOR-r NO� 20,0727.0-1 3 5. INSTALLATION - Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, 16 and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. t-MATERIAL CHARACTERISIICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P. E.D.), drawing No. 20-175. LAdMjT_A7T_10NS_,AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. 11111t, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7,3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter -A. Tillit, Jr., P,E. (Florida License No. 441167), President of Tifteco. Inc, (Florida CA-0006719). WAnLL D!% TILTECO ADMON RECORDS � P, E. REPORT.2( <3ALVANIZED STEELSTORM PANEL ILDIRWG#217-1761i -1 1 1/4, 2/4, 3/4. 4/4, 515, 7/5� +1W/10, 2W/10, 3W/10. 4W/10, +6/5 5W/10, BW/11 & 7W/111 _J* MAX--.-. - _____,._­ ANCHDRS� FOR CONCRETE SEE SCHEDULE ON SHUT$ 8 & 9 - - - -- r Mo I I' MN FOR WOOD SEE SECTIONS ON SHEET'S TO & I I I* MIN7 r-�-- - 0 11 L___ � - ___ � I 6 -----±� D. M., 02� (�), k'V � r- -r - I -, - - _r1__"__­`__f_,_1----- r -,---T--r --/ ,'�­--_".__, - -------- ---- I---- I , I- I--,- -e -- - -- -- � -_ T - I _ � I i T I � I t I I T T I I I 11 I . I : , J - , , -_-�-t­ --t 1 0410.(�),@, 00 __ ' '_Ft_17--�' T , _1­_ I I I i I , I T-1 -71, i I" i ! I i ,,- I I I i 1 � I I I 1 I I . � � , I . � I 1 � ! ,a I I , � T I . I I � � i I , l � I i I I i � _T I I � � I I � � � J , I . i � I I , i ! i I , I I i ; I 1 1 i � � I � 3 I "i 1 i I i i I � I 31 1 i I I I I 1 j I !.­­i � � L ED 5 , I , I T I __ 1 1 I I 1 __ AL _ __] __ ___ ... L__ ­ ,� 1, �_ � - 11 __ _ __ A _L__ - _,_ , ­ J_ ___ 6 - I ----- I r- - �' I` -f--- T � -_ ­f` 1-1 _1­1�__ ---I -­ -7 ­ 1. � r __ " ___ _­ - __ ­ I I . I I I ; I " 2 I I I I 1 4 � � I I T I r 7 i � I . - , � i i I I ! I I I 2 1 , , . I � I I I L � � i I - i i I -t�- 1, �11, : I I L � l I , - I ; I I I I . i - __1 1 , I ! 47- �1! I i I ! - I -_ 1 - - - 11 -I 1 � I I I 1 I 1 . , 1 1 - ,I - r _ -- -I . - � 1 ; � I I , 4 : I 1 1 I i ! � I I 1 --I - 7 i i , Q4� 1 I I I I ; , I I � I i I 1 1 1 � . t ; i � I � I I I 1 I J 7 . � � d c I 1 ; f &I I , , 1 1 i 1 ,- � i . i , ! 1 I : , 1 1 � /4 � I I fUNHOLTED PANEL, j I i ,, ,,-- � � i 9 1 ! I 1 1 Doi-TED ­Pj��W-/ -1 4:2s).T.- - - I I . t I , 1 i , � ,� I F I I � I S.S_ MLS. BOLT W/ 7/8' F 31�52' ;_ . I i 1 � 1 (FEE =TIONS AS I I , I � I 1 'WINGNUTS 0 EA. OVERLAP ,I 1 � APPLICABLE) � I � L � i I I ; ; I i , . 1 1 l i . . ; 1 1 (SEE SECTIONS AS APPLICABLE) G i � i � f i I I I � ' 1 T � I I : , ; J I I L, I � ; . � I , I ! __ , __ I__ A' - i'- 'I ! : I - __ -1 , i J_ L L-, il _­_ - � T -1 L ' 1 L ,1 _ � - i,__ I ��, I __ I 1. ,I-] � § , ; - - ___ .. �, �, I-_ f " � ­­ 1­11- -1. - .- -1, - 4 � I L ,I � � I [ - -- 7-T �I � r - ­_ F I � - - - � , . I � i � I 1 , , � I � i I � � I I I ! I ; I r ED I � I , I ' ; . ; I 4 1 I 1 I I I � ' I I i 1 � i I 1 1 1 1 1 I I . 9 1 � : 1 1 1 i I i ! I i I L i � I ! i � , � I I 1 i 1 I . � � I i i i i I i x , - � I ! 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TIT ­ . - GLOBAL PROTECTION PRODUCTS, LLC. or/u/20,10 N.T.S1 7�� ,0% ATE �� �,tkc_ - __�_ � Z / IL ECOINC� � - sv. 51 STREET IMM. --- - __ - ,L .11 , .:P-. - 7. , ��- 0, " ORtIp. ,,� __ � I NAP. P,eER, (VINPRIS-7.5, 0A, (MOus-anq 20-176 vfe.'� - . iov� &I "R'" ........ �4 . / EM hP. OM -All ..v - - 2t - ORMMN0 - ­"4,� ... I,,,yP,W-,4G­M­`r` .Kn,I,�Z=0�,.'.. ,E !_11I - i - ! - - . . I - lFmq ,I I — 1 - - � - - I 1 I - I I IbISTA ION DETAILS EOR REGULAR PANELS(T " INTO EXIKING P9QREQ CQNCRETE OR CONCRETE RIQ�K, �JRLJCTURE5 4MC++ORS MR CONCRETE Sm SCHEDULE ON SKEE, 9 - -_ - - - _____ - --- --- __ - - I , ___gJCRED CONCRETE - __ PWRED CONICTETt � ___= FOR WOOD SEE SECTIONS ON SHEET 12 1 ONCRrTE BLOCK OR CONCRETE BLOCK 1 3' Me- 2.57, 3" M.-I REQUIRED CONCRETE ANCIVICL REOURRED REOUTTRED CONCR - I 11 W_ t"K DARAP - ", i * M`,` 'ALLEY) 11, __ ANCNORS EYE C - _1 I - "(M�E . SIONED.TE ON ___­_0DMO`!"` � I I �- ISDE 5 . : � CHEIZUPCO�NS --- 0.111. 4 ­ I*,- ";;r : I ;;&�_9i__ SMCFT 9) . . i SHEET 9) I I : , L , L I [_ - - ­­j - L'; ; ,�,; .­ ­ 0 i ;I i 0, , . L I- - � I T.11: 0 : * ,�i L I I ; __ ___ I L L -- -- - ­ . . .1 ­ - I I I - I J J i ; ; : � . . ' ­ I �L, � 1 _, - � , � ! , I . _1 : _ I _� , , J _� J . I , i , � 1 I ----jr- I 1 , I � ! L , � , �_] 7, - �N' , , r � L I � � : I L : I I ; : i , , ; =_ I , L I A I � �, � I I - I , I I � � � � It 1 i , I I I __ . IL � I I I , I � L � I , : ; I I I " , ­" 1 1 'L � I I I I 1 ; � I I ! 50% . , , I , , -", L I I , .L. ��, I , I I - � ­ - j I 11: I I , � I I , I I - ..,�� , , i : i : Lr ..' I , I C I D, ,L r , : --a � , I , I I : I . , . I �, -_ - _­__ .- ... . " J � _.� , 11 . ­ . (D I --,� � - - T '1� I_ - ,a : ­­ - - ­ ,- 1 1 _b " , I I : : I � 1 , MAX fi 1 ; -� I I I -, " ,T-I.-, ­ ­ I ' I ' � I I - 1-��- _7 �, - I L'� � I I � L ,�" ! I : I t 7 " j I I ` , ­ , � I I I I I I �� - ! jj I � , , � �� I � I .I L ! 4�� � 4� � � I I � I - � -, ­ �T I � I � � I i : i I Id 6 I f I I � ; ! - - I � � W, =10 TI i - W,P� To , 1 ', e � �� r ... I I - J I - , VA, MEAMIEN I � I � I I -, � !I ; . � � I I � I � i I V TI � I e I I � ; , ; � : "I'l, � A I , I 10 VA" . : � : 7, I I "I "I , ,� I � � I I.- e = F. ,%�, - I , � , I - 1 t� L � r. s1wr TO , , , I PAO I= -=V � -�TMFO­ i � I , 1 � 0 4 I : , 1 's . � � ! : : I L L , 15 I n , I i i I I � X � � � v- � , I � . � . � 8 I I k I V 1, I I I I I I �, � L� "i LL "I � I t -_ - __ - - " � - " I I � � , I ; I I 509 I e � � I I - 6 li�. -, I � � I � , m , F - L Or 'L' '� �. i 9 I 'i I � . : x I .F ., § � I � � � � I I ci . ; I , L _.� �� - ii��E, - ___ : I "`,*0-SN" I -1 T, � I ! ; � : ; i K n � . . i, 41,.,,�-, - Rii � /; Ic; , " i . _ - ; t � i � L � I L . EACH, I I � : W I I I i : I � � 1 'IT, WX jms_� !I ­:--i i - --,96 . 7L"--- 1 ��,�71 � I I . � I. TNOftAP i � . � a � " ` � I L L L I ,�- , i . I ITl , I � _­­ I .; I - ) I a I I . I � I I I � r I i '"W : I ; � , . I I . ; I � . , I I-_ - L ­ - - � L '­ " T I i I I I , -- ­,�! - �, � �"` _-__ I I I ___­ -_ I --- - - -_ - -_ I V , , ! : ­­ ­ - -...- - - ". - ! : ! ! IL , . , . : I i � � z- � I M I, , � -_ I - . � I I I I 1 1 , I 1 - I : ! . ! I ! ! ; - . - i . �4 1 : � I I . . 8,9 14 WM WV14 3- a-- 5OX � - - =-! ov: , I D . i. 1 �_= : F `L_ =E� I So% - D.M..@.4 "Iv;ii " MY� '350% F IL . � ; ! MAX I ; I t7777777 � '(3 Mo 1!" I- - . OF *L7 " %IU� pt, � FOR WOW SEE SECTIONS ON SHEET 12 - _ 7 '-`� :1 ;i : - k-P �77_7_ , ` _��'.- � ; MAK ­ ­ - ANCHORS- FOR CONCRETE SEE SCHEDULE ON SHEET 9 - - i , ; I - -� I � , , : . 1".. . I I , -a' � .-- , � � � I , � � I - , " � ,I, I . . =-A" cp� ­1 ... LD �"_:, � ! REgULAR STORM Et�F�.�4& (W ELEVATION "' - , � � . 1: � 0 INW _�% U. , � 1 1 i I . �,�'., 6,: IS I I � :� I ,�? 00,12 1 `�, - 1,S1 ,-,L , I I - 1, � 1 � I � - , J� I I I ; I/,* MAX. GAP - I tL� I � I - Li � 4 � I . . ". . 2.67' L , L L - - I " - I I ­ I I T i T � I , , , � ­Y) I � I _­ ­­11/4' 1 T/I.-20.3/4' S,S, SOLT I �� , I I'll I - L__ I DAIC 0474M -1 IPPW Oka � � ,�, .. M... W, i 1 4" Ill : I 1 /$".�/37` WING Kr � 11 f"::7­­­-- ­­­­_' ._* I I "I , 11 � - - �­ � a Q 1/2- O.0 I CONCRETE ANCHORS IC7� ��� '�_ I L � I (SEE SOMK&E ON .t-.- I OPIP, � 7 ANCHORS. SIAGOM CONCIAZTE ANCHORS 1 1/4, MAX. ;,a - I SQ'ICRETE I � (SEE SCHEDULE 014 SNW 9) � W, Sw (SEE SCHM" ON SHEET 21 SNrEI 6) 11 19� I OR SILO OR SE01198 A -A (TXP.1 ONE: ­L - MR? GO OR _ ----- =M:G� aw REQUIRED SCALE 3/32"-i' EYE REWIRED REQUIRED DIRECT AND " ANQ WA6 MPUNTING INSTALLATION SECTION 9 SCALE 3/8-1- SCALE 3A3.,- SCALE IM 41", 0"'IA 'AW N. T!Zt;�, , _"-!;P�..­� ..... * r". ** . , ENS. *­.Il�i -,, P - - , FLORIDA BUILDING CODE (HIgh Velocity Hur cone Zone) [_41.�-r , %; IPTINK, rom. � ". - 11 NE 44167 -. 20 GAGE GALVAN17ED STEEL STORM PANEL 2L "IMM, ft 110 E,�Wm . . =*; . - E.D. - EDGE DISTANCE = * 11- , - 07/W= t� ------\ (SEE SCHEDULE ON TOP & BOTTOM M =UNnNG=8F � . N"L ' ;; 01 --�- _I:il, , .- - -1 11 _44�71_ -��­' GLOBAL PROTECTION PRODUCTS, LLC. ".. SHEET 9) COMBINED IN ANY 7-AY 1. SUfr ANY /TiLrEco... k I 4w SAt 5, STREET _] , , ---7,V INSTALLATION. �)�, 4?,�),_ m"ANY PA& In- 3331A L . .I.. Y"Un W�"-_* 19%V= P-PRE" (10"MRS-7 11 1.1-1 " PAST _'REN" �INI�A_�, � � 0") .11 - _1 � I , `LA­Wo;rl a' ��. I TeNI I - I - . I - - - DRAMNO ft, &-l-1-6.1 -"1i,4E IWLTDR A TILLY .`,1. PIE �1_ -11-1. IAeIPeqJ I , �- III IkINMI�0,M""""""` , . - ! 26 - ­ — FLORIN% U, Arl __­7"__ � I I 4­0 a) a) _c_- CO -0 —M > a) _= -­ -�-, = a) " CD CD 2 ca. 0- C 0 _0 0 " = U) M M 0 -0 a) -6._I, 0- U) M a) -1- * = (D 5 -0 M 0 0 -co -0 ME F5 -0 = 0 = 0 Em = -9 a) 5: M = 0 .0 -+­1I M U_ %+_ 0 — M > m D . Cn -o a) (n F= I- a) -6-a Ca b " 0- iII - -0 ,+0 M= (n a- < r4W 1A 4:4 2 IF L I VOWTO �4m' = U) a) C M 0 " " CZ ..z S-2,__ ::. - 2 .1= —, =�'L E_ ,7, I_-z_ , . ,-, C`11 -, ;_ 1, ,X , , f. _.� 7 I_k_ Q , L - F, = " " ­4 _�:_- 2 =� .,-g C11, ;2 'W - a) r_-, ,-,,= C!, E - = ,�,, r , _� KC " := ,�r B: �-_, L-t, - W IM X,� :�; W di W = r�n = - 2 ;a., A, a .a, = E -2 = 0- C.� - Is W 2 < Z Z < _J 0- -+.-A (D a) = U) IM > 0 " 0- 0- < _4__0 L) =3 0 0 L_ a- (2) Cn ICU 00 SHEET NO. SH 1.0, m smnow i, a b. ON SIM. otoHown, I WALL AND ELOOR MOUNTING INSTALLATION M Dry SPLIT PANELS Pim A. of c- ft`�"v cl� TOP L MIMI A, EDGE OF WALL MW ER, T 2 11.� Am wASmui A, U, -F S, MI, co-c� ce G`Ni FEMG, IALOCK Ij J Xvra. ANGLE SNI . . 11 'VARE * -,� SSURE RAPAG --,Lo 2' A. A 61-10, TO W-011 2' , 6, A I Ar WEV SPAN (FL) TUBE MULLION I III RAnkc MULLION REQUIRED M". SECTION I -ALE 3/8-1, NOTE MULLION CAN ALSO BE 6ftMVI/0 STORM PANELS ON TOP OR BOTTOM IS 0M SO THAT AT -,OP OR eOT70M OF OPENING (ONE PANEL OPENING W/ TUBE -top & BOTTOM) (;��! 1/4- 4) VIC. 'AtICON x aAUoc, .1 2 1 PoituRoxii t �\j -.- nU.ED W W +55 0 �J. -0 AAJ, I . a Not, IT" w eaFI 1HEFF 4 71- OR o(POTIcti) MIA MULLION SCHIFETUILr. FLORIDA BUILDING SPAN (FL) TUBE MULLION I III RAnkc MULLION REQUIRED M". SECTION I -ALE 3/8-1, NOTE MULLION CAN ALSO BE 6ftMVI/0 STORM PANELS ON TOP OR BOTTOM IS 0M SO THAT AT -,OP OR eOT70M OF OPENING (ONE PANEL OPENING W/ TUBE -top & BOTTOM) (;��! 1/4- 4) VIC. 'AtICON x aAUoc, .1 2 1 PoituRoxii t �\j -.- nU.ED W W +55 0 �J. -0 AAJ, I . a Not, IT" w eaFI 1HEFF 4 71- OR o(POTIcti) MIA MULLION SCHIFETUILr. FLORIDA BUILDING RAnkc MULLION REQUIRED M". SECTION I -ALE 3/8-1, NOTE MULLION CAN ALSO BE 6ftMVI/0 STORM PANELS ON TOP OR BOTTOM IS 0M SO THAT AT -,OP OR eOT70M OF OPENING (ONE PANEL OPENING W/ TUBE -top & BOTTOM) (;��! 1/4- 4) VIC. 'AtICON x aAUoc, .1 2 1 PoituRoxii t �\j -.- nU.ED W W +55 0 �J. -0 AAJ, I . a Not, IT" w eaFI 1HEFF 4 71- OR o(POTIcti) MIA MULLION SCHIFETUILr. FLORIDA BUILDING SECTION I -ALE 3/8-1, NOTE MULLION CAN ALSO BE 6ftMVI/0 STORM PANELS ON TOP OR BOTTOM IS 0M SO THAT AT -,OP OR eOT70M OF OPENING (ONE PANEL OPENING W/ TUBE -top & BOTTOM) (;��! 1/4- 4) VIC. 'AtICON x aAUoc, .1 2 1 PoituRoxii t �\j -.- nU.ED W W +55 0 �J. -0 AAJ, I . a Not, IT" w eaFI 1HEFF 4 71- OR o(POTIcti) MIA MULLION SCHIFETUILr. FLORIDA BUILDING INSTALLATION DETAILS FOR REGULAR PANELS(-j INTO EXISTING WOOD 5jBUQTQ8E5 M.=1. r7r "VAIA PEe@aRpYGp(aoe�. vimili. A/ 3Rai 1-HVMAor ALdGN R. -7 ma® um to `XAft To -too'.c itition, ro .Ass WALL MOUNTING - ALTERNATIVE .1NUALLAIJON SCAM. 1/4'. I- -4- L Lys BUILD -OUT MOUNTIN INSTALLATION ALTERNATIVE. I�+alsanao ma CEILING A FLOOR MOUN-nmr, WALL & IMOOR MOUNTING WALL MOUNTIN iwAuAnoi - AL NAM AW IMALLATIONS - ALTERNATIVE SW (SECTION AT TOP IS LIMITED TO +654-67.0 MAX. SCALE: 1/4' - I' j=&"nON - AMNATIVE ALS.D. DESIGN PRESSURE RATING) SCALE 1/4- 1- SCALL 1/4* 1* 7 A, II F-77 111111"� T !� FLOOR MOUNTING INSTALLATION - MOON AAA SCAM- 1/41 - 0, 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS,D. DESIGN LOADS 1-110� I .., - - `\ UP TO -724 Tt,sJ, AND PANEL'S LENGTH UP TO 8'-B' EN CEN FLORIDA BUILDING CODE (High Velocity Hurricane Zane. EIA+55.5, 2. FOR N WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N(L Z W/ SPECIFIC, DENSITY OF 0.55 OR EQUAL No. 4167 azoaD 20 GAGE GALVANIZED STEEL STORM PANEL FP. DRAW. WTI, GLOBAL PROTECTION PRODUCTS, I.I.C. ST E01" 71 �E � -�O, -C� P&It CAN E Riot- GGAP.. n- 20-176 COMBINED'0=7MYM0WUA"YT'FT.G" PHONE, E-w (AN) INSTALLATION. /ttlANN T 14 TE W47FA I GLUI 1.t 1t jituo�*`- IMUM A.&D. DESIGN P& , URE RATING (pa.f.) AND CORRESPOUING MAXIMUM PANEL LENGTH -L- SCHEDULE ONLY FOR PAMELS13 82 NISIA1.1ATIONS AS PER SECTIONS I THRU 10, ON SHEETS 4. !1 & 6) .AMUM A.S.0, Maw P r"111% im "W"'T -..is% OF THEM .54A. -72.0 7,-!r OR LESS LINEIGLTEO I THRU 5 -12,0 ttv-z�, To w-w m- 1/1�, 1 +5b.C. -72.0 Nt-C To U­ 2 RAPS.. )2'-' OR 8. 0 A. 10 MAX BOLTED *1 ss, wpgw At OVERUP "LO10TH of PmU. 51 IN RRESENDING RAM REQUIAR-MIRM-EANELA Cl) A & IMMUAUM INTO EXISTIN9 COMETEA 9080ETE BLOCK SIRUCTURES (PAID ONLY FOR PAKLS(D& @ MISTAUATIONS AS PER SECTIONS I TIM 7, ON SHUTS 4 & 5) NAAQVLN' AS I D -'QKN AnDim SA.#x FOR CO. - 3 'p- msm imm" OF TAP -GRIP CAL. -IN Pmw� FEMALE 0 'I'm PU4� CABLE TO "(k) PRESSURE 1 70 1 To TO Ro A= N-1 =M � RATING (-I CONCRETE CONORFIT 10 CO."Em; To CONCRETE In co"GRETE CONCRETE RETE 1 OACX 1 N/A /A 6- A/A It" _L/A H/A NIA w S' 5' r 6' it. (earroti) N/A v 6, N/A w X/A III A 2 (tw) NIA NIA #/A 5- N/A N /A -55.5, -7" Ir "/A N/A N/A & . Dap) 71-V w LESS DR LESS a, 5� ---------- III^ N/A tv e 6' laorrOM) N/A V� N/A 1. N/A N/A 6' N/A N/A tr a, N,4 H/, -,2 7/2- 12 1/2- a 1/4-i /A. a 1/�- SEE SHEETS to Ii I I FOR AWCH TYPIE SPACING FOR #WALLViONG WRO WOOD FRAME NUILDIW MAIM" ANCHOR SPACINGS AND MINIMUM 09 DISTANCE ARE INDICATED ON INS SONEDI FOR E.O. LESS THAN INDICATED ON SCHEDULE REDUCE &NICHOR SPACING BY MIANPILYNG SPPC040 SNOWNI ON SCHEDAE fly 3K FOLLOWING FACTORS FOR INS ONEFUTION TO BE POWISLE. REDUCED SPACING OBTAINED USING FAVOR �Q,L 90T SE LESS THAN MINIMUM SPACING INDICATED FOR UJo" ANCHOR TYPE Al AtitHORS LEGEND. AMMKIN TAIE 4 "DWALED "UA; AHGAGA IP`O`0D 0H.) FLORIDA BUILDING t/2 " V2 s 1,2 Z CODE (HIgh, Yelacity, Hurricane Zone AWE. m MINE Comm No, 4167 20 GAGE GALVANIZED STEEL STORM PANEL. FP DRHHN By- STA 'E 0E - `7-1 11L1EC0..r.'\GLO8AL PROTECTION PRODUCTS, LLr-, - lot., EW. it GAME, A. 333'4 ite Pwaw F., 20-176 14140 deaA (AMONG 7E E I :-f. jj. INSTALLATION DETAILS PANEL.$CD INIQ EXIKIN9 n0l) STRUCTURES 4" 10- - ------ 71 EQ - ED ED EQJ 1W AMANAIN-2,W SCALE 3/8=1" SCALE 3/5.1- EE SCHEDULE ON 7 S"'S 'OR - SEPARATION 10 OIASS. .1217 .1.1 71 ED DO 0 1 ED, Fill I- �1 7- ALTERMWE 3W ALTERNATIVE 4W 2-AA- PLATE SCALE 3/8.1- FRAME CONNAMNCeOR LOCATIONS NOTE: SNUFFER TRACK$ HOT SHOWN CLARITY TO NIA NfA ' 1D. . 5/6' LONG BRASS 1111KHM III .,-2OW SS. AS, 0 6 1/4- OZ. FOR EL LENOTWI UP TO 5'-D* AND 6 1/4* 04 UEHORG UP TO ts'-a* 111 OR 1'11-19 U144TE FDA" 10 OR PANEUMTE IS, T&C. WITH I I/T k4l, THIRIAM tO ,EAGER ALL LJOICY"s LIP 3,-Ir - t I/- LO, sIr LOW 111I ",we W/ t/A'.-20.2' SA Aks. 0 6 /-' OC FOR PANEL UIXTINS UP TO 5'-&" AND 0 -;LAR, 114 O.C. FOR LENGTHS UP TO V-0- OR "o-4 - - - OR "Do." PANEL"TE mus a 12 WTHI I �2WM THRUM PENETRATION AT jI II OF EXISt WOW PLATE FOR ALL LENGTHS To W-81 v- DIRECT M UNTING INUAUAIION ALI I INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ASLo DESIGN LOADS 1.55.9, , W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLA17 N MOUNTINGS 0 (VALID ONLY FOR PWDLSU-)& 4A)INSTALLAIIGNS AS PER SECT04S I THRU 10, ON SHEETS 4, 5 & ) FOR REGULAR ALTERNATIVE 6 SCALE FOR do i ER ', ', __ a ,mWGme rV w.A+€. W111m; 11 UP TO -72,0 PSF AND PANEL'S LENGTH UP TO 8*-S' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOV1141DON PINE No. 2 I $ A. "" WXIMUM ANCH01IM SPACING FOR E.D. - 3 1/2- - APPUrw TO S,D DESIGN TAPCON Ct TAP-GRP CAUK-IN PANEILMATE FEMALE III PANELVATE PLUS SOLID SET SECTIONS I & MAxvtm PR`SSV`"` To ANY COMB64ATI L04N v (A.) p ATI14 To CONCRETE TO TO 70 TO CONCI TO CONCRETE 004CRM TO CONCRETE: CONCRETE To CONCRETE CONCRETE TO CONCRETE .& I- To CON� Cowwrt: OF TItEM BUXK 91= BLOCK . ........ ...... /A N/A N/A S' N/A 6- N/A CI 4- N/A N/A 6* 6' 1. 1 (BOTTOM) N/A AIIA N/A V NIA N/A 0. N/A N/A N/A 2 (700) N/A 5.. N/A 1. N/A N/A HIP (BOTTOM) -720 WA N/A N/A > OR LESS N/A N/A S. F. 6' 1. 6" NIA WA .5 (BOTTOM) N/A N/A MIA 6 c N/A 1, N/A K/A N/A 7 (Top) N/A N/A 4 & 7 (BOTTOM) 4- N/A NIA 1 N/A N/A 12 1/2* 6 1/4' 1 t2 1/2- 6 1/4- 6 1/4- 6 1/4- 1 6 1/4' 6 1/4- 1 N/A N/A 5 rTOP/BOITOM) 6 1/4' 12 -/1' 6 1/4- 5 1/4" 6 1/4' 8 1/4' 6 1 /4- N/A N/A 6 (TOP/BOTTOM) TO IV-Z- +55,0. -72.0 N/A NIA 1, 1/4' NIA 6 1/4- N/A 5 1/4- 6 1/4- 6 1/4* F 1/4- N/A N/A N/A 6 (TOP/1101"I'DIAL) TO 11-2- N/A !LA _�/A N/A N/1k N/A N/A 6 1/4- 1 6 1/4- 6 1/-- 6 1/.* 8. 10 (TOP) +43.11, -48 0 AI/A - /A�N7A a 1 6 1 j4' 6 1/4* 8 (BOTTOM) OR LESS 6- e - NIA NIA N/A M) I 2'-A* OR LM 4- N/A NIA N/A 14W /A E- �IV L LNIA ItL4/A - N/A N/A N/A N/A ./A AI PANEL BLOCK $ B. N SEE 11 AND 12 MR ANCHORS TYPE A SPACING FOR INSTAULATIO" INTO WOOD FRAME BUILDING. LESS THAN INDICATED ON SCHEDULE REDUCE A904OR SPACING OF WULTIPOING SHOWN ON SOAULE BY THE FOLLOWING FACTORS. FOR -,,JF OPIERAGON. TO BE POSSIBLE ANCHORS LEGEND ANCHICIR TYPE 114*. FUKALE 0 PUM QHx- bk MOM SPACING 011) a 3 1 3 311. a 3 3/2 Acim EA 00"m r A C 1 0 0 'co, SHEETS 10, MINIMUM ANCHOR SPACP= AND V"How M, DISTANCE An wDrAnD Oh THIS Scmmum- FOR E.D. SPICING , REDUCED SPAMG OBTAINED vilit 1ACTO- HOT SE LESS THAN whimam spocm O&CATEO FOR EACH ANCHOR TYPE AT c ' INSIALLAIILDN 12ET FOR REGULAR PAHEL-Sa INTO LNQQD STRUCTURES u, it 41�10 Plus -11� 0 PAKELMAIr Pt S 114-10 PANCLUATE W/ 7/8 0 0 t"/-, W/ 1 7/8' PENETRATION 70 TIAZ 111�4 1.7111' Wow -ER PENETPAIIOH ED LOSTING WOOD HEADER EXISTING HEADER Etarm ODD HEADER AT.* IV AIM. Ln= VIEW, !i'va 0 O"DOGGIo. liv,- at, 6 /r O.0 '0 Wow iLAM WOOD HEADER REQUIRED REOUIREO-- X SEE ON, SHEET a KEE SCHUXLE 014 SHEETO ft- F-A MA SERAIATIon TO CIASS TO IGN&& TO GUSS� M. PANEL LENGTH M- PAWL LENGTH M. PANEL LEING111 RE NOTE 1) (SEX NOTE 1) (SEE NOTE 1) tQ IV, a WAX Mo awl' i WING M WASHER (LC O`w 6 12 1/2 ED I LAI; SCRE-ws MIH TH= 2".4* 2' 21." WOOD 114-10 PANEILMATE PLUS REQUIRED RED REQUIRED PENETTAII)ON AT -a 6 /., DO W/ 1 7/8, THREADED PENEMATION a MIDW-a- OF PLATE le4 . AGO WIDTH OF PLATE C LAG SCREWS III STAGGERED W/ 1/7" MH MRA IPENETRAXION DIRECT ZOLINTINO INSTALLATION j AT OF I", ALT�� &W DIRECT L JNSTALWION DIRECT MOUNT 6. JAU b IKU&=QN AL M SIAIJE A/8- I' SCALE 3/a-;- 1. INSTALLATIONS FOR AMRNATKS SW, 9W & TOW ONLY FOR BUILDINGS WITH AND PANEL'S LENGTH UP TO ......... Fop NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN E PINE NO. 2, W/ SPECIFIC DENSITY OF 0,S5 OR EQUAL FLORIDA BUI nq Zone) z 416 Kom TILTEDO, INC. TIP. z E 20 GAGE GALVANIZED STEEL STORM PANEL ----------------- TOP & BOTTOM CAN BE 07/a/wo COMBINED IN ANY WAY TO SUIT ANY S GLOBAL PROTECTION PRODUCTS, LLC. OPE INSTALLATION, , . TM7 farrm c4mmEmNia compARY WIVE, n- - ---G. - nk)� wou-NN" 20-176 ZSi4 Iz `*CTER A TILLIT - PE Ent A FLORIDA U� 1 .11 AILS EXISTING PAN- PLUS R.C. JJ TR W fi ji Tr c I (SEE i AA v4' WOODFATE REWIRED O.C. 6' VALID A.S.D. DES" LOADSt UP TO +418, -48,0 P.$JPLATE ' . Y. LOIN ilCODE h Velocity Humica MOUNTINGS FG RVD�: TINE CO.... \ . E., 5 0 > 0 L .E. SFAr,/�eIAFLIAE/Mn ANCHORS: SEE SCHEDULE 04 104m 41 F- (SEE SO4MU {SEE SCHEOUd ON For, WOOD SOGEw- SIDE SECTION ON Hm 15 ALTERNATE ALTERNATE &,_ (�f• , 24/4, POURED SEE tEret (SEE �.S_I..i._!-_.i..� croon SCALE ALTERNATIVE MAX IMUM. PANEL 1 0 AREA 4/4 If REadwEc . PANEL EDP SAFETY SPACE N/A NIA V NIA N/A I & 2 ( (BOTTOM) oerAAtED $' N/A I d, ow) REWIRED WALL MQUHIIKQ IWAUAMN WALL AN JNSIALLAMN SCALE 3/.'12'. 1* +550 -72.0 91 5PLus CCNCREIE CB • ' : 3f ALTERNATIVE LIFE PANS. MAY NOT BE INSTALLED AOMCENT TO AECVWA. Tv9HEAidA J SAFETY PANEL CONSISTS OF 0,039' GALVANIZED STEEL STORM PANEL AS SECTION B-19 DOWN SECTIONS III I& MAXIMUM PRESSURE TAPCON -IN TAPCON hy CDwBrNATiO1 LENGTHY ITSELF TO BE REMOVED TIN INSTALLED FROM THE THEM ALTERNATIVE SHEET la, Ma wane PER • ' FOR a 1+55,0 -72LO I N/A Mae. STEEL ONLY PROTECTION GALVANIZED $ FAX 20-176 20-176 N. Z W/ SPECIFIC DENSITY OF 0.51$ OR EQUAL- TLUT TUFTING At rNOTINEOUND aoMPANr SPACERS ,800 daaaw•r arc SHEET NO. SH 1.1 - C 7.8 0 0 c C: 0 LL. ICU 4-- Cu 0 0 > (3) L- (1) 0 CL CC C)- ICU co < Pdi CONCRETE ANCHORS CONCRIDE MCHM FOR CONCIVIT _ 1'*),\ SHEET -0. AT LOCATION INSTALLAIION DEJAIU EQR QEIIQN A I EQR UFE SAFM STQRM PANEL SYSUM /4, 2/4 3/4 OR 4w, 2 1 5 (D END PANEL -47 END PANEL POURED ONCAM -11-0 in. --- 1 1/" w -mWG 0 r a.,, W/ $Tw. a Elaw INTO EXISTING WOOD STRUCTURES m WQQP OVERLAP r 0. C�) \,O Cn REGUNI. CONCRETE REOut SOD, T1111 mH, fCxsE STUM 0 EYERTY r 0 ERLAP (12 t12' D.C) T 0 [- S=M�-' Off- SEE -3 TO HOLD PANEA. Kit SEPARATION No P 101T *R PANEL) PAHEO Nil to GLASS GLASS I i I I i i EDI I I i OR Ft-1 -, i I w , 570 6 12 I/IrD C F "-WTEIHOR PANEL \-END PANEL 1/4- INTERIOR PANEL END PANEL 5/r SCHEDULE III SEE FOR Mo. -` I, 00"R 7 ."1 L-1- -� i 1/8* wili. 3* W,,, (CAM q� AMI ANCHOR Oil f-t To 2/1 t SPACING In OR DIRECT MHOUNIF SPACING SPACING So& I 1,-3, wit --1 1-4, min, LOCATION MO U.&OIR I I ... A DIM INIING IMAI N (APPLICABLE TO =11EPULE I DETAIL 2 FLQ MOUNTING INSTAL TION (AEPUG A TO s _+ (ALTERNATE UVAT 3/16- - I- SCAM- 311C - I' A up PAWS) STLAX 0 12 OVA', MAXIM S.D. DESIGN P (padj ANQ Q RESPONDING 9 POU� Ej (SEE 5 I/`t4 u RESSURE RATING I ALIERNATIVE 2 CL 2/1.) MAXIMUM A.S.D. DES19H PREMBE RUING (R.A.f.) AND W spc (NIS) MA m I 2* oc W. / ) I - 4 OR BLOCN WALL I if fill,] IIIH QQBRE5P0NQINQ MAXIMUM ANCHOR 2A&INQ SCHEQULE AT LENGTH 3/4 L*/,I. V4 2A,/4, OR 4/4 1* . 243W/15 L*I, z & iw/ls IN5TALLAIIQNS INTO CONCRETE A CONCREIE BLOCK STRUCTURES I I I ALTERNATE LOCA77 N ON low 1. ON LIFE SAFETY PANEL SEE SC'CDLU GLAD"` EPARAT'" W/NO LIFE SAFETY PANELS LOCATION F SEE NOTE IBELOW) PMET's W/ OR mamm &5A UPODN OF VP-GRP 0"- FOI 0 PANIDAUTE APFUHAA1 TO V`4, -no TO MASS 4 1,. REGULAR SAFETY --I W/o ReGU Ism NOTE I 'ECTIONO LAR TRACKS DESIGN TO TO MAXIMUM PANEL ED CONCIIIETE AFIC"Oft LAST PANEL TO BE INSTALLED AS PRESSWItE TO To TO CO~m. LENGTH (,LI SOO PANEL OPENING SHALL CONCRETE CONCRETE CONCRETE CONGMr CONCRETE In CONCRETE - .,,.I TO OF THEM &VIND i.-I BLOCK SLOCK it= 8,13c, sa SHEET 15 FOR MHMORS M & VACING FOR INM WOOD FRAME INALDRINI. OR &WAYS BE MOMUM AMPHOR SPACINGS AND "NUM WGIE USTANCE 'HOWED ON rH* sclloovu. FOR BY IRILTIPLYINKI SPACING UrAIMW ARE Ell, SHEET 4) I-ORM %ItIREJAR 10har 6. 1 1 ecl REQUIRED TO FAC m N/A N/A rop) V_D LESS THAN 0, to BE OVED FROM INSIDE +554. -?2-0 MaIIED ON SGIKEDUL4 REDUCE ANCHOR mow) (SEE SCHEDUA 011-5 P OPTIQN #I EQR LIFE SAFETY-S HICHETE INSTALLED OR RIEV Um SH01IN ON SCHEDULE ffY THE fOLLOWING FACTORS- FOR THIS OPORATON TO IN POSSIBLE FANELD & QlA OF STRUCTURE It- a- 9- v REDUOID) SPACING USING TACFDR SHALL NOT He LESS D'AM Himmu'd SPACM INOCATEO ANCHOR TYPE 0 ANItHOAS IMEND, SHEET '.) FOR Wow PLA 0. ON, ELEVABON N/A N/A N/A 6 N/A I,* NIA Q. a. 9. 7 Ilrl (SOT -Tom) 'to ?'-V i ANCHOR Tm 1/4' WOOD KATE FMCON PAWRACt N/A N�A N/A N/A N/A I & 2 (TOP) ROMI PU,S AVOURED ScAu; vs- I- - SECTION 2 :SCAU 8* I' GAP .55.0 -72,0 To s-r tft ANCH" ;zw w 0A MA) -a Co., -4 ALIERNATIVE 3 1L SAq-TY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) EA PIE poum pwm ir.4- MATT 7 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PAIvELS), MTE P"se a%,w/ t/2' LIFE SAFr_ WffATION TONI FY WAY OR Xq PANELS I �T M REGULAR TRACKS.) I APP �,A uAmmUm Sb �A, Dow 0 I/r nm w OF man CASE Nu a Y M. Five, 7w OF 000 FRAME CONDIIIQ N!QHQR LLOCMION 2. LIFE PANEL 'o, Go PAMOAATC FEMALE 10 ON ALTERNATIVE W NS & A ( PER PANELS SHEET 2 OF DRAWING, SCALE 3/32-- 1 - (fQ PWRELAWTE PLUS 111, 0 SCALE 3,X W/ OR W/O SEE Han I) IRS ;NSIDE OF C* OF 'Ir THHEADNI PENET"nov, 10 CONCRETE PLATE "m SNUFFER NOT SHOWN "Ot, almr� 42aui-L, mam - I g IF STRUCTURE. 7-7 -mum -61-5 3- 112- A 2(80TTOM) +52.0 -56,0 1. WALL MOUNTING INaTALLAIIO r A- A- 2 (BOTTOM) TO w OR LESS -7ZO 2 1/2 2 1/2' 4 3 �/2' 2 (BOTTOM) 7'-5 ENSF . .55-0 No. 44167 I LED WALL OR FLOOR %UNTED FMCIONG, SECTIONS I 01-11Y - - - - if. Li-�E t� Al REOUI TOP TRACK 70 BE CDWP0 ENT (D BOTTOM TRACK T -7-6- -ORLrss a C Nj AS EET 2 OF THIS DRAWI OL COME Y a SIALL. 3/r - I 2 1/2- 2 1/2- 1 N/A N/A To 2 04 THIS SFIEET, AS WELL AS DETAILS I & 2 ON FLORIDA BUILDING CODE (High Velocity Hu cone Zione) FLORIDA BUILDING =E (High Vialocity Hurricane ZOn8) 55,0 -72-0 rZ 15 TO FLORIDA BUILDING CODE (High Velocity Hurricane zone) 7 4- Mitt. LENGTH FOR COMP ENT QD G 15� N/A NO, o`HKO `X7.900, 1P, = < ORAWN In, -- oftme; Sir! GRAIN 81� ANCHOR SF COMPONENT dD ANCHORAGE AT BOTTOM IS DIVER ON SNErF 14. 20 GAGE GAL L 20 GAGE GALVANIZED STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL z PERMANENT OR REMOVABLE- Oz I WSTALLATONS ARE VALM FOR BUILDINGS WiTH A-S 0 DMON UiAEI: LP TO (IF �77 -7 -- PRODUCTS. LLC. DATE, COMPONENT MAY, RE 7/a/ma SCHEI'm STEEL STORM PANE GLOBAL PROTECTION PRODUCTSt, LLC. O"'ve"' +WS, -124 00 MO PANI LENGTH 0 TO GLOBAL 7 AM &W, 1 STREET 5 %�T DETALS MR INST"TION INTO WOOD FRAME BUILDINGS ON SHVET IS. DATE- fir, 2, POO NEW WOW FRANC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERH [ILIECO ititic. ,�oAaac S.W. 51 STREET At ENGUN'SINNO VIRPAN, Dow- IT- su,,t AM n. =I. 6 SEE SHM 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION -w- twim-70"k 'Aw. 11� =1- p"L -1 20-176 P"Ow ;Ak MSI)M-8717 PNGHE` TAX (954*w-am 211- -16 < AT TRACKS INSTALLED ADJACW AND BEYOND TO STUCCO/WOOD SANDE 7 IIILIECO,..� GLOBAL PROTECTION PRODUCTS, I.I.C. I C It. GRAM". A- ps $FALISKIARRI/pAT P.t, Pi- x4/g;;;rjrx/OA"r OF 11A D, WALTER k puff Flop" al .1 -P.E am kk i L J., J 2 It 7T .42 OF, M ANE� MEMO SCALE SCALE 1jr-1, TO NIA NfA ' 1D. . 5/6' LONG BRASS 1111KHM III .,-2OW SS. AS, 0 6 1/4- OZ. FOR EL LENOTWI UP TO 5'-D* AND 6 1/4* 04 UEHORG UP TO ts'-a* 111 OR 1'11-19 U144TE FDA" 10 OR PANEUMTE IS, T&C. WITH I I/T k4l, THIRIAM tO ,EAGER ALL LJOICY"s LIP 3,-Ir - t I/- LO, sIr LOW 111I ",we W/ t/A'.-20.2' SA Aks. 0 6 /-' OC FOR PANEL UIXTINS UP TO 5'-&" AND 0 -;LAR, 114 O.C. FOR LENGTHS UP TO V-0- OR "o-4 - - - OR "Do." PANEL"TE mus a 12 WTHI I �2WM THRUM PENETRATION AT jI II OF EXISt WOW PLATE FOR ALL LENGTHS To W-81 v- DIRECT M UNTING INUAUAIION ALI I INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ASLo DESIGN LOADS 1.55.9, , W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLA17 N MOUNTINGS 0 (VALID ONLY FOR PWDLSU-)& 4A)INSTALLAIIGNS AS PER SECT04S I THRU 10, ON SHEETS 4, 5 & ) FOR REGULAR ALTERNATIVE 6 SCALE FOR do i ER ', ', __ a ,mWGme rV w.A+€. W111m; 11 UP TO -72,0 PSF AND PANEL'S LENGTH UP TO 8*-S' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOV1141DON PINE No. 2 I $ A. "" WXIMUM ANCH01IM SPACING FOR E.D. - 3 1/2- - APPUrw TO S,D DESIGN TAPCON Ct TAP-GRP CAUK-IN PANEILMATE FEMALE III PANELVATE PLUS SOLID SET SECTIONS I & MAxvtm PR`SSV`"` To ANY COMB64ATI L04N v (A.) p ATI14 To CONCRETE TO TO 70 TO CONCI TO CONCRETE 004CRM TO CONCRETE: CONCRETE To CONCRETE CONCRETE TO CONCRETE .& I- To CON� Cowwrt: OF TItEM BUXK 91= BLOCK . ........ ...... /A N/A N/A S' N/A 6- N/A CI 4- N/A N/A 6* 6' 1. 1 (BOTTOM) N/A AIIA N/A V NIA N/A 0. N/A N/A N/A 2 (700) N/A 5.. N/A 1. N/A N/A HIP (BOTTOM) -720 WA N/A N/A > OR LESS N/A N/A S. F. 6' 1. 6" NIA WA .5 (BOTTOM) N/A N/A MIA 6 c N/A 1, N/A K/A N/A 7 (Top) N/A N/A 4 & 7 (BOTTOM) 4- N/A NIA 1 N/A N/A 12 1/2* 6 1/4' 1 t2 1/2- 6 1/4- 6 1/4- 6 1/4- 1 6 1/4' 6 1/4- 1 N/A N/A 5 rTOP/BOITOM) 6 1/4' 12 -/1' 6 1/4- 5 1/4" 6 1/4' 8 1/4' 6 1 /4- N/A N/A 6 (TOP/BOTTOM) TO IV-Z- +55,0. -72.0 N/A NIA 1, 1/4' NIA 6 1/4- N/A 5 1/4- 6 1/4- 6 1/4* F 1/4- N/A N/A N/A 6 (TOP/1101"I'DIAL) TO 11-2- N/A !LA _�/A N/A N/1k N/A N/A 6 1/4- 1 6 1/4- 6 1/-- 6 1/.* 8. 10 (TOP) +43.11, -48 0 AI/A - /A�N7A a 1 6 1 j4' 6 1/4* 8 (BOTTOM) OR LESS 6- e - NIA NIA N/A M) I 2'-A* OR LM 4- N/A NIA N/A 14W /A E- �IV L LNIA ItL4/A - N/A N/A N/A N/A ./A AI PANEL BLOCK $ B. N SEE 11 AND 12 MR ANCHORS TYPE A SPACING FOR INSTAULATIO" INTO WOOD FRAME BUILDING. LESS THAN INDICATED ON SCHEDULE REDUCE A904OR SPACING OF WULTIPOING SHOWN ON SOAULE BY THE FOLLOWING FACTORS. FOR -,,JF OPIERAGON. TO BE POSSIBLE ANCHORS LEGEND ANCHICIR TYPE 114*. FUKALE 0 PUM QHx- bk MOM SPACING 011) a 3 1 3 311. a 3 3/2 Acim EA 00"m r A C 1 0 0 'co, SHEETS 10, MINIMUM ANCHOR SPACP= AND V"How M, DISTANCE An wDrAnD Oh THIS Scmmum- FOR E.D. SPICING , REDUCED SPAMG OBTAINED vilit 1ACTO- HOT SE LESS THAN whimam spocm O&CATEO FOR EACH ANCHOR TYPE AT c ' INSIALLAIILDN 12ET FOR REGULAR PAHEL-Sa INTO LNQQD STRUCTURES u, it 41�10 Plus -11� 0 PAKELMAIr Pt S 114-10 PANCLUATE W/ 7/8 0 0 t"/-, W/ 1 7/8' PENETRATION 70 TIAZ 111�4 1.7111' Wow -ER PENETPAIIOH ED LOSTING WOOD HEADER EXISTING HEADER Etarm ODD HEADER AT.* IV AIM. Ln= VIEW, !i'va 0 O"DOGGIo. liv,- at, 6 /r O.0 '0 Wow iLAM WOOD HEADER REQUIRED REOUIREO-- X SEE ON, SHEET a KEE SCHUXLE 014 SHEETO ft- F-A MA SERAIATIon TO CIASS TO IGN&& TO GUSS� M. PANEL LENGTH M- PAWL LENGTH M. PANEL LEING111 RE NOTE 1) (SEX NOTE 1) (SEE NOTE 1) tQ IV, a WAX Mo awl' i WING M WASHER (LC O`w 6 12 1/2 ED I LAI; SCRE-ws MIH TH= 2".4* 2' 21." WOOD 114-10 PANEILMATE PLUS REQUIRED RED REQUIRED PENETTAII)ON AT -a 6 /., DO W/ 1 7/8, THREADED PENEMATION a MIDW-a- OF PLATE le4 . AGO WIDTH OF PLATE C LAG SCREWS III STAGGERED W/ 1/7" MH MRA IPENETRAXION DIRECT ZOLINTINO INSTALLATION j AT OF I", ALT�� &W DIRECT L JNSTALWION DIRECT MOUNT 6. JAU b IKU&=QN AL M SIAIJE A/8- I' SCALE 3/a-;- 1. INSTALLATIONS FOR AMRNATKS SW, 9W & TOW ONLY FOR BUILDINGS WITH AND PANEL'S LENGTH UP TO ......... Fop NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN E PINE NO. 2, W/ SPECIFIC DENSITY OF 0,S5 OR EQUAL FLORIDA BUI nq Zone) z 416 Kom TILTEDO, INC. TIP. z E 20 GAGE GALVANIZED STEEL STORM PANEL ----------------- TOP & BOTTOM CAN BE 07/a/wo COMBINED IN ANY WAY TO SUIT ANY S GLOBAL PROTECTION PRODUCTS, LLC. OPE INSTALLATION, , . TM7 farrm c4mmEmNia compARY WIVE, n- - ---G. - nk)� wou-NN" 20-176 ZSi4 Iz `*CTER A TILLIT - PE Ent A FLORIDA U� 1 .11 AILS EXISTING PAN- PLUS R.C. JJ TR W fi ji Tr c I (SEE i AA v4' WOODFATE REWIRED O.C. 6' VALID A.S.D. DES" LOADSt UP TO +418, -48,0 P.$JPLATE ' . Y. LOIN ilCODE h Velocity Humica MOUNTINGS FG RVD�: TINE CO.... \ . E., 5 0 > 0 L .E. SFAr,/�eIAFLIAE/Mn ANCHORS: SEE SCHEDULE 04 104m 41 F- (SEE SO4MU {SEE SCHEOUd ON For, WOOD SOGEw- SIDE SECTION ON Hm 15 ALTERNATE ALTERNATE &,_ (�f• , 24/4, POURED SEE tEret (SEE �.S_I..i._!-_.i..� croon SCALE ALTERNATIVE MAX IMUM. PANEL 1 0 AREA 4/4 If REadwEc . PANEL EDP SAFETY SPACE N/A NIA V NIA N/A I & 2 ( (BOTTOM) oerAAtED $' N/A I d, ow) REWIRED WALL MQUHIIKQ IWAUAMN WALL AN JNSIALLAMN SCALE 3/.'12'. 1* +550 -72.0 91 5PLus CCNCREIE CB • ' : 3f ALTERNATIVE LIFE PANS. MAY NOT BE INSTALLED AOMCENT TO AECVWA. Tv9HEAidA J SAFETY PANEL CONSISTS OF 0,039' GALVANIZED STEEL STORM PANEL AS SECTION B-19 DOWN SECTIONS III I& MAXIMUM PRESSURE TAPCON -IN TAPCON hy CDwBrNATiO1 LENGTHY ITSELF TO BE REMOVED TIN INSTALLED FROM THE THEM ALTERNATIVE SHEET la, Ma wane PER • ' FOR a 1+55,0 -72LO I N/A Mae. STEEL ONLY PROTECTION GALVANIZED $ FAX 20-176 20-176 N. Z W/ SPECIFIC DENSITY OF 0.51$ OR EQUAL- TLUT TUFTING At rNOTINEOUND aoMPANr SPACERS ,800 daaaw•r arc SHEET NO. SH 1.1 - C 7.8 0 0 c C: 0 LL. ICU 4-- Cu 0 0 > (3) L- (1) 0 CL CC C)- ICU co < Pdi CONCRETE ANCHORS CONCRIDE MCHM FOR CONCIVIT _ 1'*),\ SHEET -0. AT LOCATION INSTALLAIION DEJAIU EQR QEIIQN A I EQR UFE SAFM STQRM PANEL SYSUM /4, 2/4 3/4 OR 4w, 2 1 5 (D END PANEL -47 END PANEL POURED ONCAM -11-0 in. --- 1 1/" w -mWG 0 r a.,, W/ $Tw. a Elaw INTO EXISTING WOOD STRUCTURES m WQQP OVERLAP r 0. C�) \,O Cn REGUNI. CONCRETE REOut SOD, T1111 mH, fCxsE STUM 0 EYERTY r 0 ERLAP (12 t12' D.C) T 0 [- S=M�-' Off- SEE -3 TO HOLD PANEA. Kit SEPARATION No P 101T *R PANEL) PAHEO Nil to GLASS GLASS I i I I i i EDI I I i OR Ft-1 -, i I w , 570 6 12 I/IrD C F "-WTEIHOR PANEL \-END PANEL 1/4- INTERIOR PANEL END PANEL 5/r SCHEDULE III SEE FOR Mo. -` I, 00"R 7 ."1 L-1- -� i 1/8* wili. 3* W,,, (CAM q� AMI ANCHOR Oil f-t To 2/1 t SPACING In OR DIRECT MHOUNIF SPACING SPACING So& I 1,-3, wit --1 1-4, min, LOCATION MO U.&OIR I I ... A DIM INIING IMAI N (APPLICABLE TO =11EPULE I DETAIL 2 FLQ MOUNTING INSTAL TION (AEPUG A TO s _+ (ALTERNATE UVAT 3/16- - I- SCAM- 311C - I' A up PAWS) STLAX 0 12 OVA', MAXIM S.D. DESIGN P (padj ANQ Q RESPONDING 9 POU� Ej (SEE 5 I/`t4 u RESSURE RATING I ALIERNATIVE 2 CL 2/1.) MAXIMUM A.S.D. DES19H PREMBE RUING (R.A.f.) AND W spc (NIS) MA m I 2* oc W. / ) I - 4 OR BLOCN WALL I if fill,] IIIH QQBRE5P0NQINQ MAXIMUM ANCHOR 2A&INQ SCHEQULE AT LENGTH 3/4 L*/,I. V4 2A,/4, OR 4/4 1* . 243W/15 L*I, z & iw/ls IN5TALLAIIQNS INTO CONCRETE A CONCREIE BLOCK STRUCTURES I I I ALTERNATE LOCA77 N ON low 1. ON LIFE SAFETY PANEL SEE SC'CDLU GLAD"` EPARAT'" W/NO LIFE SAFETY PANELS LOCATION F SEE NOTE IBELOW) PMET's W/ OR mamm &5A UPODN OF VP-GRP 0"- FOI 0 PANIDAUTE APFUHAA1 TO V`4, -no TO MASS 4 1,. REGULAR SAFETY --I W/o ReGU Ism NOTE I 'ECTIONO LAR TRACKS DESIGN TO TO MAXIMUM PANEL ED CONCIIIETE AFIC"Oft LAST PANEL TO BE INSTALLED AS PRESSWItE TO To TO CO~m. LENGTH (,LI SOO PANEL OPENING SHALL CONCRETE CONCRETE CONCRETE CONGMr CONCRETE In CONCRETE - .,,.I TO OF THEM &VIND i.-I BLOCK SLOCK it= 8,13c, sa SHEET 15 FOR MHMORS M & VACING FOR INM WOOD FRAME INALDRINI. OR &WAYS BE MOMUM AMPHOR SPACINGS AND "NUM WGIE USTANCE 'HOWED ON rH* sclloovu. FOR BY IRILTIPLYINKI SPACING UrAIMW ARE Ell, SHEET 4) I-ORM %ItIREJAR 10har 6. 1 1 ecl REQUIRED TO FAC m N/A N/A rop) V_D LESS THAN 0, to BE OVED FROM INSIDE +554. -?2-0 MaIIED ON SGIKEDUL4 REDUCE ANCHOR mow) (SEE SCHEDUA 011-5 P OPTIQN #I EQR LIFE SAFETY-S HICHETE INSTALLED OR RIEV Um SH01IN ON SCHEDULE ffY THE fOLLOWING FACTORS- FOR THIS OPORATON TO IN POSSIBLE FANELD & QlA OF STRUCTURE It- a- 9- v REDUOID) SPACING USING TACFDR SHALL NOT He LESS D'AM Himmu'd SPACM INOCATEO ANCHOR TYPE 0 ANItHOAS IMEND, SHEET '.) FOR Wow PLA 0. ON, ELEVABON N/A N/A N/A 6 N/A I,* NIA Q. a. 9. 7 Ilrl (SOT -Tom) 'to ?'-V i ANCHOR Tm 1/4' WOOD KATE FMCON PAWRACt N/A N�A N/A N/A N/A I & 2 (TOP) ROMI PU,S AVOURED ScAu; vs- I- - SECTION 2 :SCAU 8* I' GAP .55.0 -72,0 To s-r tft ANCH" ;zw w 0A MA) -a Co., -4 ALIERNATIVE 3 1L SAq-TY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) EA PIE poum pwm ir.4- MATT 7 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PAIvELS), MTE P"se a%,w/ t/2' LIFE SAFr_ WffATION TONI FY WAY OR Xq PANELS I �T M REGULAR TRACKS.) I APP �,A uAmmUm Sb �A, Dow 0 I/r nm w OF man CASE Nu a Y M. Five, 7w OF 000 FRAME CONDIIIQ N!QHQR LLOCMION 2. LIFE PANEL 'o, Go PAMOAATC FEMALE 10 ON ALTERNATIVE W NS & A ( PER PANELS SHEET 2 OF DRAWING, SCALE 3/32-- 1 - (fQ PWRELAWTE PLUS 111, 0 SCALE 3,X W/ OR W/O SEE Han I) IRS ;NSIDE OF C* OF 'Ir THHEADNI PENET"nov, 10 CONCRETE PLATE "m SNUFFER NOT SHOWN "Ot, almr� 42aui-L, mam - I g IF STRUCTURE. 7-7 -mum -61-5 3- 112- A 2(80TTOM) +52.0 -56,0 1. WALL MOUNTING INaTALLAIIO r A- A- 2 (BOTTOM) TO w OR LESS -7ZO 2 1/2 2 1/2' 4 3 �/2' 2 (BOTTOM) 7'-5 ENSF . .55-0 No. 44167 I LED WALL OR FLOOR %UNTED FMCIONG, SECTIONS I 01-11Y - - - - if. Li-�E t� Al REOUI TOP TRACK 70 BE CDWP0 ENT (D BOTTOM TRACK T -7-6- -ORLrss a C Nj AS EET 2 OF THIS DRAWI OL COME Y a SIALL. 3/r - I 2 1/2- 2 1/2- 1 N/A N/A To 2 04 THIS SFIEET, AS WELL AS DETAILS I & 2 ON FLORIDA BUILDING CODE (High Velocity Hu cone Zione) FLORIDA BUILDING =E (High Vialocity Hurricane ZOn8) 55,0 -72-0 rZ 15 TO FLORIDA BUILDING CODE (High Velocity Hurricane zone) 7 4- Mitt. LENGTH FOR COMP ENT QD G 15� N/A NO, o`HKO `X7.900, 1P, = < ORAWN In, -- oftme; Sir! GRAIN 81� ANCHOR SF COMPONENT dD ANCHORAGE AT BOTTOM IS DIVER ON SNErF 14. 20 GAGE GAL L 20 GAGE GALVANIZED STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL z PERMANENT OR REMOVABLE- Oz I WSTALLATONS ARE VALM FOR BUILDINGS WiTH A-S 0 DMON UiAEI: LP TO (IF �77 -7 -- PRODUCTS. LLC. DATE, COMPONENT MAY, RE 7/a/ma SCHEI'm STEEL STORM PANE GLOBAL PROTECTION PRODUCTSt, LLC. O"'ve"' +WS, -124 00 MO PANI LENGTH 0 TO GLOBAL 7 AM &W, 1 STREET 5 %�T DETALS MR INST"TION INTO WOOD FRAME BUILDINGS ON SHVET IS. DATE- fir, 2, POO NEW WOW FRANC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERH [ILIECO ititic. ,�oAaac S.W. 51 STREET At ENGUN'SINNO VIRPAN, Dow- IT- su,,t AM n. =I. 6 SEE SHM 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION -w- twim-70"k 'Aw. 11� =1- p"L -1 20-176 P"Ow ;Ak MSI)M-8717 PNGHE` TAX (954*w-am 211- -16 < AT TRACKS INSTALLED ADJACW AND BEYOND TO STUCCO/WOOD SANDE 7 IIILIECO,..� GLOBAL PROTECTION PRODUCTS, I.I.C. I C It. GRAM". A- ps $FALISKIARRI/pAT P.t, Pi- x4/g;;;rjrx/OA"r OF 11A D, WALTER k puff Flop" al .1 -P.E am kk i L J., J 2 It 7T .42 OF, M ANE� MEMO SCALE SCALE 1jr-1, ' 1D. . 5/6' LONG BRASS 1111KHM III .,-2OW SS. AS, 0 6 1/4- OZ. FOR EL LENOTWI UP TO 5'-D* AND 6 1/4* 04 UEHORG UP TO ts'-a* 111 OR 1'11-19 U144TE FDA" 10 OR PANEUMTE IS, T&C. WITH I I/T k4l, THIRIAM tO ,EAGER ALL LJOICY"s LIP 3,-Ir - t I/- LO, sIr LOW 111I ",we W/ t/A'.-20.2' SA Aks. 0 6 /-' OC FOR PANEL UIXTINS UP TO 5'-&" AND 0 -;LAR, 114 O.C. FOR LENGTHS UP TO V-0- OR "o-4 - - - OR "Do." PANEL"TE mus a 12 WTHI I �2WM THRUM PENETRATION AT jI II OF EXISt WOW PLATE FOR ALL LENGTHS To W-81 v- DIRECT M UNTING INUAUAIION ALI I INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ASLo DESIGN LOADS 1.55.9, , W/ SPECIFIC DENSITY OF 0.55 OR EQUAL TOP & BOTTOM CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLA17 N MOUNTINGS 0 (VALID ONLY FOR PWDLSU-)& 4A)INSTALLAIIGNS AS PER SECT04S I THRU 10, ON SHEETS 4, 5 & ) FOR REGULAR ALTERNATIVE 6 SCALE FOR do i ER ', ', __ a ,mWGme rV w.A+€. W111m; 11 UP TO -72,0 PSF AND PANEL'S LENGTH UP TO 8*-S' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOV1141DON PINE No. 2 I $ A. "" WXIMUM ANCH01IM SPACING FOR E.D. - 3 1/2- - APPUrw TO S,D DESIGN TAPCON Ct TAP-GRP CAUK-IN PANEILMATE FEMALE III PANELVATE PLUS SOLID SET SECTIONS I & MAxvtm PR`SSV`"` To ANY COMB64ATI L04N v (A.) p ATI14 To CONCRETE TO TO 70 TO CONCI TO CONCRETE 004CRM TO CONCRETE: CONCRETE To CONCRETE CONCRETE TO CONCRETE .& I- To CON� Cowwrt: OF TItEM BUXK 91= BLOCK . ........ ...... /A N/A N/A S' N/A 6- N/A CI 4- N/A N/A 6* 6' 1. 1 (BOTTOM) N/A AIIA N/A V NIA N/A 0. N/A N/A N/A 2 (700) N/A 5.. N/A 1. N/A N/A HIP (BOTTOM) -720 WA N/A N/A > OR LESS N/A N/A S. F. 6' 1. 6" NIA WA .5 (BOTTOM) N/A N/A MIA 6 c N/A 1, N/A K/A N/A 7 (Top) N/A N/A 4 & 7 (BOTTOM) 4- N/A NIA 1 N/A N/A 12 1/2* 6 1/4' 1 t2 1/2- 6 1/4- 6 1/4- 6 1/4- 1 6 1/4' 6 1/4- 1 N/A N/A 5 rTOP/BOITOM) 6 1/4' 12 -/1' 6 1/4- 5 1/4" 6 1/4' 8 1/4' 6 1 /4- N/A N/A 6 (TOP/BOTTOM) TO IV-Z- +55,0. -72.0 N/A NIA 1, 1/4' NIA 6 1/4- N/A 5 1/4- 6 1/4- 6 1/4* F 1/4- N/A N/A N/A 6 (TOP/1101"I'DIAL) TO 11-2- N/A !LA _�/A N/A N/1k N/A N/A 6 1/4- 1 6 1/4- 6 1/-- 6 1/.* 8. 10 (TOP) +43.11, -48 0 AI/A - /A�N7A a 1 6 1 j4' 6 1/4* 8 (BOTTOM) OR LESS 6- e - NIA NIA N/A M) I 2'-A* OR LM 4- N/A NIA N/A 14W /A E- �IV L LNIA ItL4/A - N/A N/A N/A N/A ./A AI PANEL BLOCK $ B. N SEE 11 AND 12 MR ANCHORS TYPE A SPACING FOR INSTAULATIO" INTO WOOD FRAME BUILDING. LESS THAN INDICATED ON SCHEDULE REDUCE A904OR SPACING OF WULTIPOING SHOWN ON SOAULE BY THE FOLLOWING FACTORS. FOR -,,JF OPIERAGON. TO BE POSSIBLE ANCHORS LEGEND ANCHICIR TYPE 114*. FUKALE 0 PUM QHx- bk MOM SPACING 011) a 3 1 3 311. a 3 3/2 Acim EA 00"m r A C 1 0 0 'co, SHEETS 10, MINIMUM ANCHOR SPACP= AND V"How M, DISTANCE An wDrAnD Oh THIS Scmmum- FOR E.D. SPICING , REDUCED SPAMG OBTAINED vilit 1ACTO- HOT SE LESS THAN whimam spocm O&CATEO FOR EACH ANCHOR TYPE AT c ' INSIALLAIILDN 12ET FOR REGULAR PAHEL-Sa INTO LNQQD STRUCTURES u, it 41�10 Plus -11� 0 PAKELMAIr Pt S 114-10 PANCLUATE W/ 7/8 0 0 t"/-, W/ 1 7/8' PENETRATION 70 TIAZ 111�4 1.7111' Wow -ER PENETPAIIOH ED LOSTING WOOD HEADER EXISTING HEADER Etarm ODD HEADER AT.* IV AIM. Ln= VIEW, !i'va 0 O"DOGGIo. liv,- at, 6 /r O.0 '0 Wow iLAM WOOD HEADER REQUIRED REOUIREO-- X SEE ON, SHEET a KEE SCHUXLE 014 SHEETO ft- F-A MA SERAIATIon TO CIASS TO IGN&& TO GUSS� M. PANEL LENGTH M- PAWL LENGTH M. PANEL LEING111 RE NOTE 1) (SEX NOTE 1) (SEE NOTE 1) tQ IV, a WAX Mo awl' i WING M WASHER (LC O`w 6 12 1/2 ED I LAI; SCRE-ws MIH TH= 2".4* 2' 21." WOOD 114-10 PANEILMATE PLUS REQUIRED RED REQUIRED PENETTAII)ON AT -a 6 /., DO W/ 1 7/8, THREADED PENEMATION a MIDW-a- OF PLATE le4 . AGO WIDTH OF PLATE C LAG SCREWS III STAGGERED W/ 1/7" MH MRA IPENETRAXION DIRECT ZOLINTINO INSTALLATION j AT OF I", ALT�� &W DIRECT L JNSTALWION DIRECT MOUNT 6. JAU b IKU&=QN AL M SIAIJE A/8- I' SCALE 3/a-;- 1. INSTALLATIONS FOR AMRNATKS SW, 9W & TOW ONLY FOR BUILDINGS WITH AND PANEL'S LENGTH UP TO ......... Fop NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN E PINE NO. 2, W/ SPECIFIC DENSITY OF 0,S5 OR EQUAL FLORIDA BUI nq Zone) z 416 Kom TILTEDO, INC. TIP. z E 20 GAGE GALVANIZED STEEL STORM PANEL ----------------- TOP & BOTTOM CAN BE 07/a/wo COMBINED IN ANY WAY TO SUIT ANY S GLOBAL PROTECTION PRODUCTS, LLC. OPE INSTALLATION, , . TM7 farrm c4mmEmNia compARY WIVE, n- - ---G. - nk)� wou-NN" 20-176 ZSi4 Iz `*CTER A TILLIT - PE Ent A FLORIDA U� 1 .11 AILS EXISTING PAN- PLUS R.C. JJ TR W fi ji Tr c I (SEE i AA v4' WOODFATE REWIRED O.C. 6' VALID A.S.D. DES" LOADSt UP TO +418, -48,0 P.$JPLATE ' . Y. LOIN ilCODE h Velocity Humica MOUNTINGS FG RVD�: TINE CO.... \ . E., 5 0 > 0 L .E. SFAr,/�eIAFLIAE/Mn ANCHORS: SEE SCHEDULE 04 104m 41 F- (SEE SO4MU {SEE SCHEOUd ON For, WOOD SOGEw- SIDE SECTION ON Hm 15 ALTERNATE ALTERNATE &,_ (�f• , 24/4, POURED SEE tEret (SEE �.S_I..i._!-_.i..� croon SCALE ALTERNATIVE MAX IMUM. PANEL 1 0 AREA 4/4 If REadwEc . PANEL EDP SAFETY SPACE N/A NIA V NIA N/A I & 2 ( (BOTTOM) oerAAtED $' N/A I d, ow) REWIRED WALL MQUHIIKQ IWAUAMN WALL AN JNSIALLAMN SCALE 3/.'12'. 1* +550 -72.0 91 5PLus CCNCREIE CB • ' : 3f ALTERNATIVE LIFE PANS. MAY NOT BE INSTALLED AOMCENT TO AECVWA. Tv9HEAidA J SAFETY PANEL CONSISTS OF 0,039' GALVANIZED STEEL STORM PANEL AS SECTION B-19 DOWN SECTIONS III I& MAXIMUM PRESSURE TAPCON -IN TAPCON hy CDwBrNATiO1 LENGTHY ITSELF TO BE REMOVED TIN INSTALLED FROM THE THEM ALTERNATIVE SHEET la, Ma wane PER • ' FOR a 1+55,0 -72LO I N/A Mae. STEEL ONLY PROTECTION GALVANIZED $ FAX 20-176 20-176 N. Z W/ SPECIFIC DENSITY OF 0.51$ OR EQUAL- TLUT TUFTING At rNOTINEOUND aoMPANr SPACERS ,800 daaaw•r arc SHEET NO. SH 1.1 - C 7.8 0 0 c C: 0 LL. ICU 4-- Cu 0 0 > (3) L- (1) 0 CL CC C)- ICU co < Pdi CONCRETE ANCHORS CONCRIDE MCHM FOR CONCIVIT _ 1'*),\ SHEET -0. AT LOCATION INSTALLAIION DEJAIU EQR QEIIQN A I EQR UFE SAFM STQRM PANEL SYSUM /4, 2/4 3/4 OR 4w, 2 1 5 (D END PANEL -47 END PANEL POURED ONCAM -11-0 in. --- 1 1/" w -mWG 0 r a.,, W/ $Tw. a Elaw INTO EXISTING WOOD STRUCTURES m WQQP OVERLAP r 0. C�) \,O Cn REGUNI. CONCRETE REOut SOD, T1111 mH, fCxsE STUM 0 EYERTY r 0 ERLAP (12 t12' D.C) T 0 [- S=M�-' Off- SEE -3 TO HOLD PANEA. Kit SEPARATION No P 101T *R PANEL) PAHEO Nil to GLASS GLASS I i I I i i EDI I I i OR Ft-1 -, i I w , 570 6 12 I/IrD C F "-WTEIHOR PANEL \-END PANEL 1/4- INTERIOR PANEL END PANEL 5/r SCHEDULE III SEE FOR Mo. -` I, 00"R 7 ."1 L-1- -� i 1/8* wili. 3* W,,, (CAM q� AMI ANCHOR Oil f-t To 2/1 t SPACING In OR DIRECT MHOUNIF SPACING SPACING So& I 1,-3, wit --1 1-4, min, LOCATION MO U.&OIR I I ... A DIM INIING IMAI N (APPLICABLE TO =11EPULE I DETAIL 2 FLQ MOUNTING INSTAL TION (AEPUG A TO s _+ (ALTERNATE UVAT 3/16- - I- SCAM- 311C - I' A up PAWS) STLAX 0 12 OVA', MAXIM S.D. DESIGN P (padj ANQ Q RESPONDING 9 POU� Ej (SEE 5 I/`t4 u RESSURE RATING I ALIERNATIVE 2 CL 2/1.) MAXIMUM A.S.D. DES19H PREMBE RUING (R.A.f.) AND W spc (NIS) MA m I 2* oc W. / ) I - 4 OR BLOCN WALL I if fill,] IIIH QQBRE5P0NQINQ MAXIMUM ANCHOR 2A&INQ SCHEQULE AT LENGTH 3/4 L*/,I. V4 2A,/4, OR 4/4 1* . 243W/15 L*I, z & iw/ls IN5TALLAIIQNS INTO CONCRETE A CONCREIE BLOCK STRUCTURES I I I ALTERNATE LOCA77 N ON low 1. ON LIFE SAFETY PANEL SEE SC'CDLU GLAD"` EPARAT'" W/NO LIFE SAFETY PANELS LOCATION F SEE NOTE IBELOW) PMET's W/ OR mamm &5A UPODN OF VP-GRP 0"- FOI 0 PANIDAUTE APFUHAA1 TO V`4, -no TO MASS 4 1,. REGULAR SAFETY --I W/o ReGU Ism NOTE I 'ECTIONO LAR TRACKS DESIGN TO TO MAXIMUM PANEL ED CONCIIIETE AFIC"Oft LAST PANEL TO BE INSTALLED AS PRESSWItE TO To TO CO~m. LENGTH (,LI SOO PANEL OPENING SHALL CONCRETE CONCRETE CONCRETE CONGMr CONCRETE In CONCRETE - .,,.I TO OF THEM &VIND i.-I BLOCK SLOCK it= 8,13c, sa SHEET 15 FOR MHMORS M & VACING FOR INM WOOD FRAME INALDRINI. OR &WAYS BE MOMUM AMPHOR SPACINGS AND "NUM WGIE USTANCE 'HOWED ON rH* sclloovu. FOR BY IRILTIPLYINKI SPACING UrAIMW ARE Ell, SHEET 4) I-ORM %ItIREJAR 10har 6. 1 1 ecl REQUIRED TO FAC m N/A N/A rop) V_D LESS THAN 0, to BE OVED FROM INSIDE +554. -?2-0 MaIIED ON SGIKEDUL4 REDUCE ANCHOR mow) (SEE SCHEDUA 011-5 P OPTIQN #I EQR LIFE SAFETY-S HICHETE INSTALLED OR RIEV Um SH01IN ON SCHEDULE ffY THE fOLLOWING FACTORS- FOR THIS OPORATON TO IN POSSIBLE FANELD & QlA OF STRUCTURE It- a- 9- v REDUOID) SPACING USING TACFDR SHALL NOT He LESS D'AM Himmu'd SPACM INOCATEO ANCHOR TYPE 0 ANItHOAS IMEND, SHEET '.) FOR Wow PLA 0. ON, ELEVABON N/A N/A N/A 6 N/A I,* NIA Q. a. 9. 7 Ilrl (SOT -Tom) 'to ?'-V i ANCHOR Tm 1/4' WOOD KATE FMCON PAWRACt N/A N�A N/A N/A N/A I & 2 (TOP) ROMI PU,S AVOURED ScAu; vs- I- - SECTION 2 :SCAU 8* I' GAP .55.0 -72,0 To s-r tft ANCH" ;zw w 0A MA) -a Co., -4 ALIERNATIVE 3 1L SAq-TY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) EA PIE poum pwm ir.4- MATT 7 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PAIvELS), MTE P"se a%,w/ t/2' LIFE SAFr_ WffATION TONI FY WAY OR Xq PANELS I �T M REGULAR TRACKS.) I APP �,A uAmmUm Sb �A, Dow 0 I/r nm w OF man CASE Nu a Y M. Five, 7w OF 000 FRAME CONDIIIQ N!QHQR LLOCMION 2. LIFE PANEL 'o, Go PAMOAATC FEMALE 10 ON ALTERNATIVE W NS & A ( PER PANELS SHEET 2 OF DRAWING, SCALE 3/32-- 1 - (fQ PWRELAWTE PLUS 111, 0 SCALE 3,X W/ OR W/O SEE Han I) IRS ;NSIDE OF C* OF 'Ir THHEADNI PENET"nov, 10 CONCRETE PLATE "m SNUFFER NOT SHOWN "Ot, almr� 42aui-L, mam - I g IF STRUCTURE. 7-7 -mum -61-5 3- 112- A 2(80TTOM) +52.0 -56,0 1. WALL MOUNTING INaTALLAIIO r A- A- 2 (BOTTOM) TO w OR LESS -7ZO 2 1/2 2 1/2' 4 3 �/2' 2 (BOTTOM) 7'-5 ENSF . .55-0 No. 44167 I LED WALL OR FLOOR %UNTED FMCIONG, SECTIONS I 01-11Y - - - - if. Li-�E t� Al REOUI TOP TRACK 70 BE CDWP0 ENT (D BOTTOM TRACK T -7-6- -ORLrss a C Nj AS EET 2 OF THIS DRAWI OL COME Y a SIALL. 3/r - I 2 1/2- 2 1/2- 1 N/A N/A To 2 04 THIS SFIEET, AS WELL AS DETAILS I & 2 ON FLORIDA BUILDING CODE (High Velocity Hu cone Zione) FLORIDA BUILDING =E (High Vialocity Hurricane ZOn8) 55,0 -72-0 rZ 15 TO FLORIDA BUILDING CODE (High Velocity Hurricane zone) 7 4- Mitt. LENGTH FOR COMP ENT QD G 15� N/A NO, o`HKO `X7.900, 1P, = < ORAWN In, -- oftme; Sir! GRAIN 81� ANCHOR SF COMPONENT dD ANCHORAGE AT BOTTOM IS DIVER ON SNErF 14. 20 GAGE GAL L 20 GAGE GALVANIZED STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL z PERMANENT OR REMOVABLE- Oz I WSTALLATONS ARE VALM FOR BUILDINGS WiTH A-S 0 DMON UiAEI: LP TO (IF �77 -7 -- PRODUCTS. LLC. DATE, COMPONENT MAY, RE 7/a/ma SCHEI'm STEEL STORM PANE GLOBAL PROTECTION PRODUCTSt, LLC. O"'ve"' +WS, -124 00 MO PANI LENGTH 0 TO GLOBAL 7 AM &W, 1 STREET 5 %�T DETALS MR INST"TION INTO WOOD FRAME BUILDINGS ON SHVET IS. DATE- fir, 2, POO NEW WOW FRANC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERH [ILIECO ititic. ,�oAaac S.W. 51 STREET At ENGUN'SINNO VIRPAN, Dow- IT- su,,t AM n. =I. 6 SEE SHM 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION -w- twim-70"k 'Aw. 11� =1- p"L -1 20-176 P"Ow ;Ak MSI)M-8717 PNGHE` TAX (954*w-am 211- -16 < AT TRACKS INSTALLED ADJACW AND BEYOND TO STUCCO/WOOD SANDE 7 IIILIECO,..� GLOBAL PROTECTION PRODUCTS, I.I.C. I C It. GRAM". A- ps $FALISKIARRI/pAT P.t, Pi- x4/g;;;rjrx/OA"r OF 11A D, WALTER k puff Flop" al .1 -P.E am kk i L J., J 2 It 7T .42 OF, M ANE� MEMO SCALE SCALE 1jr-1, SHEETS 10, MINIMUM ANCHOR SPACP= AND V"How M, DISTANCE An wDrAnD Oh THIS Scmmum- FOR E.D. SPICING , REDUCED SPAMG OBTAINED vilit 1ACTO- HOT SE LESS THAN whimam spocm O&CATEO FOR EACH ANCHOR TYPE AT c ' INSIALLAIILDN 12ET FOR REGULAR PAHEL-Sa INTO LNQQD STRUCTURES u, it 41�10 Plus -11� 0 PAKELMAIr Pt S 114-10 PANCLUATE W/ 7/8 0 0 t"/-, W/ 1 7/8' PENETRATION 70 TIAZ 111�4 1.7111' Wow -ER PENETPAIIOH ED LOSTING WOOD HEADER EXISTING HEADER Etarm ODD HEADER AT.* IV AIM. Ln= VIEW, !i'va 0 O"DOGGIo. liv,- at, 6 /r O.0 '0 Wow iLAM WOOD HEADER REQUIRED REOUIREO-- X SEE ON, SHEET a KEE SCHUXLE 014 SHEETO ft- F-A MA SERAIATIon TO CIASS TO IGN&& TO GUSS� M. PANEL LENGTH M- PAWL LENGTH M. PANEL LEING111 RE NOTE 1) (SEX NOTE 1) (SEE NOTE 1) tQ IV, a WAX Mo awl' i WING M WASHER (LC O`w 6 12 1/2 ED I LAI; SCRE-ws MIH TH= 2".4* 2' 21." WOOD 114-10 PANEILMATE PLUS REQUIRED RED REQUIRED PENETTAII)ON AT -a 6 /., DO W/ 1 7/8, THREADED PENEMATION a MIDW-a- OF PLATE le4 . AGO WIDTH OF PLATE C LAG SCREWS III STAGGERED W/ 1/7" MH MRA IPENETRAXION DIRECT ZOLINTINO INSTALLATION j AT OF I", ALT�� &W DIRECT L JNSTALWION DIRECT MOUNT 6. JAU b IKU&=QN AL M SIAIJE A/8- I' SCALE 3/a-;- 1. INSTALLATIONS FOR AMRNATKS SW, 9W & TOW ONLY FOR BUILDINGS WITH AND PANEL'S LENGTH UP TO ......... Fop NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN E PINE NO. 2, W/ SPECIFIC DENSITY OF 0,S5 OR EQUAL FLORIDA BUI nq Zone) z 416 Kom TILTEDO, INC. TIP. z E 20 GAGE GALVANIZED STEEL STORM PANEL ----------------- TOP & BOTTOM CAN BE 07/a/wo COMBINED IN ANY WAY TO SUIT ANY S GLOBAL PROTECTION PRODUCTS, LLC. OPE INSTALLATION, , . TM7 farrm c4mmEmNia compARY WIVE, n- - ---G. - nk)� wou-NN" 20-176 ZSi4 Iz `*CTER A TILLIT - PE Ent A FLORIDA U� 1 .11 AILS EXISTING PAN- PLUS R.C. JJ TR W fi ji Tr c I (SEE i AA v4' WOODFATE REWIRED O.C. 6' VALID A.S.D. DES" LOADSt UP TO +418, -48,0 P.$JPLATE ' . Y. LOIN ilCODE h Velocity Humica MOUNTINGS FG RVD�: TINE CO.... \ . E., 5 0 > 0 L .E. SFAr,/�eIAFLIAE/Mn ANCHORS: SEE SCHEDULE 04 104m 41 F- (SEE SO4MU {SEE SCHEOUd ON For, WOOD SOGEw- SIDE SECTION ON Hm 15 ALTERNATE ALTERNATE &,_ (�f• , 24/4, POURED SEE tEret (SEE �.S_I..i._!-_.i..� croon SCALE ALTERNATIVE MAX IMUM. PANEL 1 0 AREA 4/4 If REadwEc . PANEL EDP SAFETY SPACE N/A NIA V NIA N/A I & 2 ( (BOTTOM) oerAAtED $' N/A I d, ow) REWIRED WALL MQUHIIKQ IWAUAMN WALL AN JNSIALLAMN SCALE 3/.'12'. 1* +550 -72.0 91 5PLus CCNCREIE CB • ' : 3f ALTERNATIVE LIFE PANS. MAY NOT BE INSTALLED AOMCENT TO AECVWA. Tv9HEAidA J SAFETY PANEL CONSISTS OF 0,039' GALVANIZED STEEL STORM PANEL AS SECTION B-19 DOWN SECTIONS III I& MAXIMUM PRESSURE TAPCON -IN TAPCON hy CDwBrNATiO1 LENGTHY ITSELF TO BE REMOVED TIN INSTALLED FROM THE THEM ALTERNATIVE SHEET la, Ma wane PER • ' FOR a 1+55,0 -72LO I N/A Mae. STEEL ONLY PROTECTION GALVANIZED $ FAX 20-176 20-176 N. Z W/ SPECIFIC DENSITY OF 0.51$ OR EQUAL- TLUT TUFTING At rNOTINEOUND aoMPANr SPACERS ,800 daaaw•r arc SHEET NO. SH 1.1 - C 7.8 0 0 c C: 0 LL. ICU 4-- Cu 0 0 > (3) L- (1) 0 CL CC C)- ICU co < Pdi CONCRETE ANCHORS CONCRIDE MCHM FOR CONCIVIT _ 1'*),\ SHEET -0. AT LOCATION INSTALLAIION DEJAIU EQR QEIIQN A I EQR UFE SAFM STQRM PANEL SYSUM /4, 2/4 3/4 OR 4w, 2 1 5 (D END PANEL -47 END PANEL POURED ONCAM -11-0 in. --- 1 1/" w -mWG 0 r a.,, W/ $Tw. a Elaw INTO EXISTING WOOD STRUCTURES m WQQP OVERLAP r 0. C�) \,O Cn REGUNI. CONCRETE REOut SOD, T1111 mH, fCxsE STUM 0 EYERTY r 0 ERLAP (12 t12' D.C) T 0 [- S=M�-' Off- SEE -3 TO HOLD PANEA. Kit SEPARATION No P 101T *R PANEL) PAHEO Nil to GLASS GLASS I i I I i i EDI I I i OR Ft-1 -, i I w , 570 6 12 I/IrD C F "-WTEIHOR PANEL \-END PANEL 1/4- INTERIOR PANEL END PANEL 5/r SCHEDULE III SEE FOR Mo. -` I, 00"R 7 ."1 L-1- -� i 1/8* wili. 3* W,,, (CAM q� AMI ANCHOR Oil f-t To 2/1 t SPACING In OR DIRECT MHOUNIF SPACING SPACING So& I 1,-3, wit --1 1-4, min, LOCATION MO U.&OIR I I ... A DIM INIING IMAI N (APPLICABLE TO =11EPULE I DETAIL 2 FLQ MOUNTING INSTAL TION (AEPUG A TO s _+ (ALTERNATE UVAT 3/16- - I- SCAM- 311C - I' A up PAWS) STLAX 0 12 OVA', MAXIM S.D. DESIGN P (padj ANQ Q RESPONDING 9 POU� Ej (SEE 5 I/`t4 u RESSURE RATING I ALIERNATIVE 2 CL 2/1.) MAXIMUM A.S.D. DES19H PREMBE RUING (R.A.f.) AND W spc (NIS) MA m I 2* oc W. / ) I - 4 OR BLOCN WALL I if fill,] IIIH QQBRE5P0NQINQ MAXIMUM ANCHOR 2A&INQ SCHEQULE AT LENGTH 3/4 L*/,I. V4 2A,/4, OR 4/4 1* . 243W/15 L*I, z & iw/ls IN5TALLAIIQNS INTO CONCRETE A CONCREIE BLOCK STRUCTURES I I I ALTERNATE LOCA77 N ON low 1. ON LIFE SAFETY PANEL SEE SC'CDLU GLAD"` EPARAT'" W/NO LIFE SAFETY PANELS LOCATION F SEE NOTE IBELOW) PMET's W/ OR mamm &5A UPODN OF VP-GRP 0"- FOI 0 PANIDAUTE APFUHAA1 TO V`4, -no TO MASS 4 1,. REGULAR SAFETY --I W/o ReGU Ism NOTE I 'ECTIONO LAR TRACKS DESIGN TO TO MAXIMUM PANEL ED CONCIIIETE AFIC"Oft LAST PANEL TO BE INSTALLED AS PRESSWItE TO To TO CO~m. LENGTH (,LI SOO PANEL OPENING SHALL CONCRETE CONCRETE CONCRETE CONGMr CONCRETE In CONCRETE - .,,.I TO OF THEM &VIND i.-I BLOCK SLOCK it= 8,13c, sa SHEET 15 FOR MHMORS M & VACING FOR INM WOOD FRAME INALDRINI. OR &WAYS BE MOMUM AMPHOR SPACINGS AND "NUM WGIE USTANCE 'HOWED ON rH* sclloovu. FOR BY IRILTIPLYINKI SPACING UrAIMW ARE Ell, SHEET 4) I-ORM %ItIREJAR 10har 6. 1 1 ecl REQUIRED TO FAC m N/A N/A rop) V_D LESS THAN 0, to BE OVED FROM INSIDE +554. -?2-0 MaIIED ON SGIKEDUL4 REDUCE ANCHOR mow) (SEE SCHEDUA 011-5 P OPTIQN #I EQR LIFE SAFETY-S HICHETE INSTALLED OR RIEV Um SH01IN ON SCHEDULE ffY THE fOLLOWING FACTORS- FOR THIS OPORATON TO IN POSSIBLE FANELD & QlA OF STRUCTURE It- a- 9- v REDUOID) SPACING USING TACFDR SHALL NOT He LESS D'AM Himmu'd SPACM INOCATEO ANCHOR TYPE 0 ANItHOAS IMEND, SHEET '.) FOR Wow PLA 0. ON, ELEVABON N/A N/A N/A 6 N/A I,* NIA Q. a. 9. 7 Ilrl (SOT -Tom) 'to ?'-V i ANCHOR Tm 1/4' WOOD KATE FMCON PAWRACt N/A N�A N/A N/A N/A I & 2 (TOP) ROMI PU,S AVOURED ScAu; vs- I- - SECTION 2 :SCAU 8* I' GAP .55.0 -72,0 To s-r tft ANCH" ;zw w 0A MA) -a Co., -4 ALIERNATIVE 3 1L SAq-TY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) EA PIE poum pwm ir.4- MATT 7 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PAIvELS), MTE P"se a%,w/ t/2' LIFE SAFr_ WffATION TONI FY WAY OR Xq PANELS I �T M REGULAR TRACKS.) I APP �,A uAmmUm Sb �A, Dow 0 I/r nm w OF man CASE Nu a Y M. Five, 7w OF 000 FRAME CONDIIIQ N!QHQR LLOCMION 2. LIFE PANEL 'o, Go PAMOAATC FEMALE 10 ON ALTERNATIVE W NS & A ( PER PANELS SHEET 2 OF DRAWING, SCALE 3/32-- 1 - (fQ PWRELAWTE PLUS 111, 0 SCALE 3,X W/ OR W/O SEE Han I) IRS ;NSIDE OF C* OF 'Ir THHEADNI PENET"nov, 10 CONCRETE PLATE "m SNUFFER NOT SHOWN "Ot, almr� 42aui-L, mam - I g IF STRUCTURE. 7-7 -mum -61-5 3- 112- A 2(80TTOM) +52.0 -56,0 1. WALL MOUNTING INaTALLAIIO r A- A- 2 (BOTTOM) TO w OR LESS -7ZO 2 1/2 2 1/2' 4 3 �/2' 2 (BOTTOM) 7'-5 ENSF . .55-0 No. 44167 I LED WALL OR FLOOR %UNTED FMCIONG, SECTIONS I 01-11Y - - - - if. Li-�E t� Al REOUI TOP TRACK 70 BE CDWP0 ENT (D BOTTOM TRACK T -7-6- -ORLrss a C Nj AS EET 2 OF THIS DRAWI OL COME Y a SIALL. 3/r - I 2 1/2- 2 1/2- 1 N/A N/A To 2 04 THIS SFIEET, AS WELL AS DETAILS I & 2 ON FLORIDA BUILDING CODE (High Velocity Hu cone Zione) FLORIDA BUILDING =E (High Vialocity Hurricane ZOn8) 55,0 -72-0 rZ 15 TO FLORIDA BUILDING CODE (High Velocity Hurricane zone) 7 4- Mitt. LENGTH FOR COMP ENT QD G 15� N/A NO, o`HKO `X7.900, 1P, = < ORAWN In, -- oftme; Sir! GRAIN 81� ANCHOR SF COMPONENT dD ANCHORAGE AT BOTTOM IS DIVER ON SNErF 14. 20 GAGE GAL L 20 GAGE GALVANIZED STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL z PERMANENT OR REMOVABLE- Oz I WSTALLATONS ARE VALM FOR BUILDINGS WiTH A-S 0 DMON UiAEI: LP TO (IF �77 -7 -- PRODUCTS. LLC. DATE, COMPONENT MAY, RE 7/a/ma SCHEI'm STEEL STORM PANE GLOBAL PROTECTION PRODUCTSt, LLC. O"'ve"' +WS, -124 00 MO PANI LENGTH 0 TO GLOBAL 7 AM &W, 1 STREET 5 %�T DETALS MR INST"TION INTO WOOD FRAME BUILDINGS ON SHVET IS. DATE- fir, 2, POO NEW WOW FRANC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERH [ILIECO ititic. ,�oAaac S.W. 51 STREET At ENGUN'SINNO VIRPAN, Dow- IT- su,,t AM n. =I. 6 SEE SHM 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION -w- twim-70"k 'Aw. 11� =1- p"L -1 20-176 P"Ow ;Ak MSI)M-8717 PNGHE` TAX (954*w-am 211- -16 < AT TRACKS INSTALLED ADJACW AND BEYOND TO STUCCO/WOOD SANDE 7 IIILIECO,..� GLOBAL PROTECTION PRODUCTS, I.I.C. I C It. GRAM". A- ps $FALISKIARRI/pAT P.t, Pi- x4/g;;;rjrx/OA"r OF 11A D, WALTER k puff Flop" al .1 -P.E am kk i L J., J 2 It 7T .42 OF, M ANE� MEMO SCALE SCALE 1jr-1, AILS EXISTING PAN- PLUS R.C. JJ TR W fi ji Tr c I (SEE i AA v4' WOODFATE REWIRED O.C. 6' VALID A.S.D. DES" LOADSt UP TO +418, -48,0 P.$JPLATE ' . Y. LOIN ilCODE h Velocity Humica MOUNTINGS FG RVD�: TINE CO.... \ . E., 5 0 > 0 L .E. SFAr,/�eIAFLIAE/Mn ANCHORS: SEE SCHEDULE 04 104m 41 F- (SEE SO4MU {SEE SCHEOUd ON For, WOOD SOGEw- SIDE SECTION ON Hm 15 ALTERNATE ALTERNATE &,_ (�f• , 24/4, POURED SEE tEret (SEE �.S_I..i._!-_.i..� croon SCALE ALTERNATIVE MAX IMUM. PANEL 1 0 AREA 4/4 If REadwEc . PANEL EDP SAFETY SPACE N/A NIA V NIA N/A I & 2 ( (BOTTOM) oerAAtED $' N/A I d, ow) REWIRED WALL MQUHIIKQ IWAUAMN WALL AN JNSIALLAMN SCALE 3/.'12'. 1* +550 -72.0 91 5PLus CCNCREIE CB • ' : 3f ALTERNATIVE LIFE PANS. MAY NOT BE INSTALLED AOMCENT TO AECVWA. Tv9HEAidA J SAFETY PANEL CONSISTS OF 0,039' GALVANIZED STEEL STORM PANEL AS SECTION B-19 DOWN SECTIONS III I& MAXIMUM PRESSURE TAPCON -IN TAPCON hy CDwBrNATiO1 LENGTHY ITSELF TO BE REMOVED TIN INSTALLED FROM THE THEM ALTERNATIVE SHEET la, Ma wane PER • ' FOR a 1+55,0 -72LO I N/A Mae. STEEL ONLY PROTECTION GALVANIZED $ FAX 20-176 20-176 N. Z W/ SPECIFIC DENSITY OF 0.51$ OR EQUAL- TLUT TUFTING At rNOTINEOUND aoMPANr SPACERS ,800 daaaw•r arc SHEET NO. SH 1.1 - C 7.8 0 0 c C: 0 LL. ICU 4-- Cu 0 0 > (3) L- (1) 0 CL CC C)- ICU co < Pdi CONCRETE ANCHORS CONCRIDE MCHM FOR CONCIVIT _ 1'*),\ SHEET -0. AT LOCATION INSTALLAIION DEJAIU EQR QEIIQN A I EQR UFE SAFM STQRM PANEL SYSUM /4, 2/4 3/4 OR 4w, 2 1 5 (D END PANEL -47 END PANEL POURED ONCAM -11-0 in. --- 1 1/" w -mWG 0 r a.,, W/ $Tw. a Elaw INTO EXISTING WOOD STRUCTURES m WQQP OVERLAP r 0. C�) \,O Cn REGUNI. CONCRETE REOut SOD, T1111 mH, fCxsE STUM 0 EYERTY r 0 ERLAP (12 t12' D.C) T 0 [- S=M�-' Off- SEE -3 TO HOLD PANEA. Kit SEPARATION No P 101T *R PANEL) PAHEO Nil to GLASS GLASS I i I I i i EDI I I i OR Ft-1 -, i I w , 570 6 12 I/IrD C F "-WTEIHOR PANEL \-END PANEL 1/4- INTERIOR PANEL END PANEL 5/r SCHEDULE III SEE FOR Mo. -` I, 00"R 7 ."1 L-1- -� i 1/8* wili. 3* W,,, (CAM q� AMI ANCHOR Oil f-t To 2/1 t SPACING In OR DIRECT MHOUNIF SPACING SPACING So& I 1,-3, wit --1 1-4, min, LOCATION MO U.&OIR I I ... A DIM INIING IMAI N (APPLICABLE TO =11EPULE I DETAIL 2 FLQ MOUNTING INSTAL TION (AEPUG A TO s _+ (ALTERNATE UVAT 3/16- - I- SCAM- 311C - I' A up PAWS) STLAX 0 12 OVA', MAXIM S.D. DESIGN P (padj ANQ Q RESPONDING 9 POU� Ej (SEE 5 I/`t4 u RESSURE RATING I ALIERNATIVE 2 CL 2/1.) MAXIMUM A.S.D. DES19H PREMBE RUING (R.A.f.) AND W spc (NIS) MA m I 2* oc W. / ) I - 4 OR BLOCN WALL I if fill,] IIIH QQBRE5P0NQINQ MAXIMUM ANCHOR 2A&INQ SCHEQULE AT LENGTH 3/4 L*/,I. V4 2A,/4, OR 4/4 1* . 243W/15 L*I, z & iw/ls IN5TALLAIIQNS INTO CONCRETE A CONCREIE BLOCK STRUCTURES I I I ALTERNATE LOCA77 N ON low 1. ON LIFE SAFETY PANEL SEE SC'CDLU GLAD"` EPARAT'" W/NO LIFE SAFETY PANELS LOCATION F SEE NOTE IBELOW) PMET's W/ OR mamm &5A UPODN OF VP-GRP 0"- FOI 0 PANIDAUTE APFUHAA1 TO V`4, -no TO MASS 4 1,. REGULAR SAFETY --I W/o ReGU Ism NOTE I 'ECTIONO LAR TRACKS DESIGN TO TO MAXIMUM PANEL ED CONCIIIETE AFIC"Oft LAST PANEL TO BE INSTALLED AS PRESSWItE TO To TO CO~m. LENGTH (,LI SOO PANEL OPENING SHALL CONCRETE CONCRETE CONCRETE CONGMr CONCRETE In CONCRETE - .,,.I TO OF THEM &VIND i.-I BLOCK SLOCK it= 8,13c, sa SHEET 15 FOR MHMORS M & VACING FOR INM WOOD FRAME INALDRINI. OR &WAYS BE MOMUM AMPHOR SPACINGS AND "NUM WGIE USTANCE 'HOWED ON rH* sclloovu. FOR BY IRILTIPLYINKI SPACING UrAIMW ARE Ell, SHEET 4) I-ORM %ItIREJAR 10har 6. 1 1 ecl REQUIRED TO FAC m N/A N/A rop) V_D LESS THAN 0, to BE OVED FROM INSIDE +554. -?2-0 MaIIED ON SGIKEDUL4 REDUCE ANCHOR mow) (SEE SCHEDUA 011-5 P OPTIQN #I EQR LIFE SAFETY-S HICHETE INSTALLED OR RIEV Um SH01IN ON SCHEDULE ffY THE fOLLOWING FACTORS- FOR THIS OPORATON TO IN POSSIBLE FANELD & QlA OF STRUCTURE It- a- 9- v REDUOID) SPACING USING TACFDR SHALL NOT He LESS D'AM Himmu'd SPACM INOCATEO ANCHOR TYPE 0 ANItHOAS IMEND, SHEET '.) FOR Wow PLA 0. ON, ELEVABON N/A N/A N/A 6 N/A I,* NIA Q. a. 9. 7 Ilrl (SOT -Tom) 'to ?'-V i ANCHOR Tm 1/4' WOOD KATE FMCON PAWRACt N/A N�A N/A N/A N/A I & 2 (TOP) ROMI PU,S AVOURED ScAu; vs- I- - SECTION 2 :SCAU 8* I' GAP .55.0 -72,0 To s-r tft ANCH" ;zw w 0A MA) -a Co., -4 ALIERNATIVE 3 1L SAq-TY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) EA PIE poum pwm ir.4- MATT 7 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PAIvELS), MTE P"se a%,w/ t/2' LIFE SAFr_ WffATION TONI FY WAY OR Xq PANELS I �T M REGULAR TRACKS.) I APP �,A uAmmUm Sb �A, Dow 0 I/r nm w OF man CASE Nu a Y M. Five, 7w OF 000 FRAME CONDIIIQ N!QHQR LLOCMION 2. LIFE PANEL 'o, Go PAMOAATC FEMALE 10 ON ALTERNATIVE W NS & A ( PER PANELS SHEET 2 OF DRAWING, SCALE 3/32-- 1 - (fQ PWRELAWTE PLUS 111, 0 SCALE 3,X W/ OR W/O SEE Han I) IRS ;NSIDE OF C* OF 'Ir THHEADNI PENET"nov, 10 CONCRETE PLATE "m SNUFFER NOT SHOWN "Ot, almr� 42aui-L, mam - I g IF STRUCTURE. 7-7 -mum -61-5 3- 112- A 2(80TTOM) +52.0 -56,0 1. WALL MOUNTING INaTALLAIIO r A- A- 2 (BOTTOM) TO w OR LESS -7ZO 2 1/2 2 1/2' 4 3 �/2' 2 (BOTTOM) 7'-5 ENSF . .55-0 No. 44167 I LED WALL OR FLOOR %UNTED FMCIONG, SECTIONS I 01-11Y - - - - if. Li-�E t� Al REOUI TOP TRACK 70 BE CDWP0 ENT (D BOTTOM TRACK T -7-6- -ORLrss a C Nj AS EET 2 OF THIS DRAWI OL COME Y a SIALL. 3/r - I 2 1/2- 2 1/2- 1 N/A N/A To 2 04 THIS SFIEET, AS WELL AS DETAILS I & 2 ON FLORIDA BUILDING CODE (High Velocity Hu cone Zione) FLORIDA BUILDING =E (High Vialocity Hurricane ZOn8) 55,0 -72-0 rZ 15 TO FLORIDA BUILDING CODE (High Velocity Hurricane zone) 7 4- Mitt. LENGTH FOR COMP ENT QD G 15� N/A NO, o`HKO `X7.900, 1P, = < ORAWN In, -- oftme; Sir! GRAIN 81� ANCHOR SF COMPONENT dD ANCHORAGE AT BOTTOM IS DIVER ON SNErF 14. 20 GAGE GAL L 20 GAGE GALVANIZED STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL z PERMANENT OR REMOVABLE- Oz I WSTALLATONS ARE VALM FOR BUILDINGS WiTH A-S 0 DMON UiAEI: LP TO (IF �77 -7 -- PRODUCTS. LLC. DATE, COMPONENT MAY, RE 7/a/ma SCHEI'm STEEL STORM PANE GLOBAL PROTECTION PRODUCTSt, LLC. O"'ve"' +WS, -124 00 MO PANI LENGTH 0 TO GLOBAL 7 AM &W, 1 STREET 5 %�T DETALS MR INST"TION INTO WOOD FRAME BUILDINGS ON SHVET IS. DATE- fir, 2, POO NEW WOW FRANC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERH [ILIECO ititic. ,�oAaac S.W. 51 STREET At ENGUN'SINNO VIRPAN, Dow- IT- su,,t AM n. =I. 6 SEE SHM 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION -w- twim-70"k 'Aw. 11� =1- p"L -1 20-176 P"Ow ;Ak MSI)M-8717 PNGHE` TAX (954*w-am 211- -16 < AT TRACKS INSTALLED ADJACW AND BEYOND TO STUCCO/WOOD SANDE 7 IIILIECO,..� GLOBAL PROTECTION PRODUCTS, I.I.C. I C It. GRAM". A- ps $FALISKIARRI/pAT P.t, Pi- x4/g;;;rjrx/OA"r OF 11A D, WALTER k puff Flop" al .1 -P.E am kk i L J., J 2 It 7T .42 OF, M ANE� MEMO SCALE SCALE 1jr-1, ANCHORS: SEE SCHEDULE 04 104m 41 F- (SEE SO4MU {SEE SCHEOUd ON For, WOOD SOGEw- SIDE SECTION ON Hm 15 ALTERNATE ALTERNATE &,_ (�f• , 24/4, POURED SEE tEret (SEE �.S_I..i._!-_.i..� croon SCALE ALTERNATIVE MAX IMUM. PANEL 1 0 AREA 4/4 If REadwEc . PANEL EDP SAFETY SPACE N/A NIA V NIA N/A I & 2 ( (BOTTOM) oerAAtED $' N/A I d, ow) REWIRED WALL MQUHIIKQ IWAUAMN WALL AN JNSIALLAMN SCALE 3/.'12'. 1* +550 -72.0 91 5PLus CCNCREIE CB • ' : 3f ALTERNATIVE LIFE PANS. MAY NOT BE INSTALLED AOMCENT TO AECVWA. Tv9HEAidA J SAFETY PANEL CONSISTS OF 0,039' GALVANIZED STEEL STORM PANEL AS SECTION B-19 DOWN SECTIONS III I& MAXIMUM PRESSURE TAPCON -IN TAPCON hy CDwBrNATiO1 LENGTHY ITSELF TO BE REMOVED TIN INSTALLED FROM THE THEM ALTERNATIVE SHEET la, Ma wane PER • ' FOR a 1+55,0 -72LO I N/A Mae. STEEL ONLY PROTECTION GALVANIZED $ FAX 20-176 20-176 N. Z W/ SPECIFIC DENSITY OF 0.51$ OR EQUAL- TLUT TUFTING At rNOTINEOUND aoMPANr SPACERS ,800 daaaw•r arc SHEET NO. SH 1.1 - C 7.8 0 0 c C: 0 LL. ICU 4-- Cu 0 0 > (3) L- (1) 0 CL CC C)- ICU co < Pdi CONCRETE ANCHORS CONCRIDE MCHM FOR CONCIVIT _ 1'*),\ SHEET -0. AT LOCATION INSTALLAIION DEJAIU EQR QEIIQN A I EQR UFE SAFM STQRM PANEL SYSUM /4, 2/4 3/4 OR 4w, 2 1 5 (D END PANEL -47 END PANEL POURED ONCAM -11-0 in. --- 1 1/" w -mWG 0 r a.,, W/ $Tw. a Elaw INTO EXISTING WOOD STRUCTURES m WQQP OVERLAP r 0. C�) \,O Cn REGUNI. CONCRETE REOut SOD, T1111 mH, fCxsE STUM 0 EYERTY r 0 ERLAP (12 t12' D.C) T 0 [- S=M�-' Off- SEE -3 TO HOLD PANEA. Kit SEPARATION No P 101T *R PANEL) PAHEO Nil to GLASS GLASS I i I I i i EDI I I i OR Ft-1 -, i I w , 570 6 12 I/IrD C F "-WTEIHOR PANEL \-END PANEL 1/4- INTERIOR PANEL END PANEL 5/r SCHEDULE III SEE FOR Mo. -` I, 00"R 7 ."1 L-1- -� i 1/8* wili. 3* W,,, (CAM q� AMI ANCHOR Oil f-t To 2/1 t SPACING In OR DIRECT MHOUNIF SPACING SPACING So& I 1,-3, wit --1 1-4, min, LOCATION MO U.&OIR I I ... A DIM INIING IMAI N (APPLICABLE TO =11EPULE I DETAIL 2 FLQ MOUNTING INSTAL TION (AEPUG A TO s _+ (ALTERNATE UVAT 3/16- - I- SCAM- 311C - I' A up PAWS) STLAX 0 12 OVA', MAXIM S.D. DESIGN P (padj ANQ Q RESPONDING 9 POU� Ej (SEE 5 I/`t4 u RESSURE RATING I ALIERNATIVE 2 CL 2/1.) MAXIMUM A.S.D. DES19H PREMBE RUING (R.A.f.) AND W spc (NIS) MA m I 2* oc W. / ) I - 4 OR BLOCN WALL I if fill,] IIIH QQBRE5P0NQINQ MAXIMUM ANCHOR 2A&INQ SCHEQULE AT LENGTH 3/4 L*/,I. V4 2A,/4, OR 4/4 1* . 243W/15 L*I, z & iw/ls IN5TALLAIIQNS INTO CONCRETE A CONCREIE BLOCK STRUCTURES I I I ALTERNATE LOCA77 N ON low 1. ON LIFE SAFETY PANEL SEE SC'CDLU GLAD"` EPARAT'" W/NO LIFE SAFETY PANELS LOCATION F SEE NOTE IBELOW) PMET's W/ OR mamm &5A UPODN OF VP-GRP 0"- FOI 0 PANIDAUTE APFUHAA1 TO V`4, -no TO MASS 4 1,. REGULAR SAFETY --I W/o ReGU Ism NOTE I 'ECTIONO LAR TRACKS DESIGN TO TO MAXIMUM PANEL ED CONCIIIETE AFIC"Oft LAST PANEL TO BE INSTALLED AS PRESSWItE TO To TO CO~m. LENGTH (,LI SOO PANEL OPENING SHALL CONCRETE CONCRETE CONCRETE CONGMr CONCRETE In CONCRETE - .,,.I TO OF THEM &VIND i.-I BLOCK SLOCK it= 8,13c, sa SHEET 15 FOR MHMORS M & VACING FOR INM WOOD FRAME INALDRINI. OR &WAYS BE MOMUM AMPHOR SPACINGS AND "NUM WGIE USTANCE 'HOWED ON rH* sclloovu. FOR BY IRILTIPLYINKI SPACING UrAIMW ARE Ell, SHEET 4) I-ORM %ItIREJAR 10har 6. 1 1 ecl REQUIRED TO FAC m N/A N/A rop) V_D LESS THAN 0, to BE OVED FROM INSIDE +554. -?2-0 MaIIED ON SGIKEDUL4 REDUCE ANCHOR mow) (SEE SCHEDUA 011-5 P OPTIQN #I EQR LIFE SAFETY-S HICHETE INSTALLED OR RIEV Um SH01IN ON SCHEDULE ffY THE fOLLOWING FACTORS- FOR THIS OPORATON TO IN POSSIBLE FANELD & QlA OF STRUCTURE It- a- 9- v REDUOID) SPACING USING TACFDR SHALL NOT He LESS D'AM Himmu'd SPACM INOCATEO ANCHOR TYPE 0 ANItHOAS IMEND, SHEET '.) FOR Wow PLA 0. ON, ELEVABON N/A N/A N/A 6 N/A I,* NIA Q. a. 9. 7 Ilrl (SOT -Tom) 'to ?'-V i ANCHOR Tm 1/4' WOOD KATE FMCON PAWRACt N/A N�A N/A N/A N/A I & 2 (TOP) ROMI PU,S AVOURED ScAu; vs- I- - SECTION 2 :SCAU 8* I' GAP .55.0 -72,0 To s-r tft ANCH" ;zw w 0A MA) -a Co., -4 ALIERNATIVE 3 1L SAq-TY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) EA PIE poum pwm ir.4- MATT 7 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PAIvELS), MTE P"se a%,w/ t/2' LIFE SAFr_ WffATION TONI FY WAY OR Xq PANELS I �T M REGULAR TRACKS.) I APP �,A uAmmUm Sb �A, Dow 0 I/r nm w OF man CASE Nu a Y M. Five, 7w OF 000 FRAME CONDIIIQ N!QHQR LLOCMION 2. LIFE PANEL 'o, Go PAMOAATC FEMALE 10 ON ALTERNATIVE W NS & A ( PER PANELS SHEET 2 OF DRAWING, SCALE 3/32-- 1 - (fQ PWRELAWTE PLUS 111, 0 SCALE 3,X W/ OR W/O SEE Han I) IRS ;NSIDE OF C* OF 'Ir THHEADNI PENET"nov, 10 CONCRETE PLATE "m SNUFFER NOT SHOWN "Ot, almr� 42aui-L, mam - I g IF STRUCTURE. 7-7 -mum -61-5 3- 112- A 2(80TTOM) +52.0 -56,0 1. WALL MOUNTING INaTALLAIIO r A- A- 2 (BOTTOM) TO w OR LESS -7ZO 2 1/2 2 1/2' 4 3 �/2' 2 (BOTTOM) 7'-5 ENSF . .55-0 No. 44167 I LED WALL OR FLOOR %UNTED FMCIONG, SECTIONS I 01-11Y - - - - if. Li-�E t� Al REOUI TOP TRACK 70 BE CDWP0 ENT (D BOTTOM TRACK T -7-6- -ORLrss a C Nj AS EET 2 OF THIS DRAWI OL COME Y a SIALL. 3/r - I 2 1/2- 2 1/2- 1 N/A N/A To 2 04 THIS SFIEET, AS WELL AS DETAILS I & 2 ON FLORIDA BUILDING CODE (High Velocity Hu cone Zione) FLORIDA BUILDING =E (High Vialocity Hurricane ZOn8) 55,0 -72-0 rZ 15 TO FLORIDA BUILDING CODE (High Velocity Hurricane zone) 7 4- Mitt. LENGTH FOR COMP ENT QD G 15� N/A NO, o`HKO `X7.900, 1P, = < ORAWN In, -- oftme; Sir! GRAIN 81� ANCHOR SF COMPONENT dD ANCHORAGE AT BOTTOM IS DIVER ON SNErF 14. 20 GAGE GAL L 20 GAGE GALVANIZED STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL z PERMANENT OR REMOVABLE- Oz I WSTALLATONS ARE VALM FOR BUILDINGS WiTH A-S 0 DMON UiAEI: LP TO (IF �77 -7 -- PRODUCTS. LLC. DATE, COMPONENT MAY, RE 7/a/ma SCHEI'm STEEL STORM PANE GLOBAL PROTECTION PRODUCTSt, LLC. O"'ve"' +WS, -124 00 MO PANI LENGTH 0 TO GLOBAL 7 AM &W, 1 STREET 5 %�T DETALS MR INST"TION INTO WOOD FRAME BUILDINGS ON SHVET IS. DATE- fir, 2, POO NEW WOW FRANC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERH [ILIECO ititic. ,�oAaac S.W. 51 STREET At ENGUN'SINNO VIRPAN, Dow- IT- su,,t AM n. =I. 6 SEE SHM 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION -w- twim-70"k 'Aw. 11� =1- p"L -1 20-176 P"Ow ;Ak MSI)M-8717 PNGHE` TAX (954*w-am 211- -16 < AT TRACKS INSTALLED ADJACW AND BEYOND TO STUCCO/WOOD SANDE 7 IIILIECO,..� GLOBAL PROTECTION PRODUCTS, I.I.C. I C It. GRAM". A- ps $FALISKIARRI/pAT P.t, Pi- x4/g;;;rjrx/OA"r OF 11A D, WALTER k puff Flop" al .1 -P.E am kk i L J., J 2 It 7T .42 OF, M ANE� MEMO SCALE SCALE 1jr-1, Pdi CONCRETE ANCHORS CONCRIDE MCHM FOR CONCIVIT _ 1'*),\ SHEET -0. AT LOCATION INSTALLAIION DEJAIU EQR QEIIQN A I EQR UFE SAFM STQRM PANEL SYSUM /4, 2/4 3/4 OR 4w, 2 1 5 (D END PANEL -47 END PANEL POURED ONCAM -11-0 in. --- 1 1/" w -mWG 0 r a.,, W/ $Tw. a Elaw INTO EXISTING WOOD STRUCTURES m WQQP OVERLAP r 0. C�) \,O Cn REGUNI. CONCRETE REOut SOD, T1111 mH, fCxsE STUM 0 EYERTY r 0 ERLAP (12 t12' D.C) T 0 [- S=M�-' Off- SEE -3 TO HOLD PANEA. Kit SEPARATION No P 101T *R PANEL) PAHEO Nil to GLASS GLASS I i I I i i EDI I I i OR Ft-1 -, i I w , 570 6 12 I/IrD C F "-WTEIHOR PANEL \-END PANEL 1/4- INTERIOR PANEL END PANEL 5/r SCHEDULE III SEE FOR Mo. -` I, 00"R 7 ."1 L-1- -� i 1/8* wili. 3* W,,, (CAM q� AMI ANCHOR Oil f-t To 2/1 t SPACING In OR DIRECT MHOUNIF SPACING SPACING So& I 1,-3, wit --1 1-4, min, LOCATION MO U.&OIR I I ... A DIM INIING IMAI N (APPLICABLE TO =11EPULE I DETAIL 2 FLQ MOUNTING INSTAL TION (AEPUG A TO s _+ (ALTERNATE UVAT 3/16- - I- SCAM- 311C - I' A up PAWS) STLAX 0 12 OVA', MAXIM S.D. DESIGN P (padj ANQ Q RESPONDING 9 POU� Ej (SEE 5 I/`t4 u RESSURE RATING I ALIERNATIVE 2 CL 2/1.) MAXIMUM A.S.D. DES19H PREMBE RUING (R.A.f.) AND W spc (NIS) MA m I 2* oc W. / ) I - 4 OR BLOCN WALL I if fill,] IIIH QQBRE5P0NQINQ MAXIMUM ANCHOR 2A&INQ SCHEQULE AT LENGTH 3/4 L*/,I. V4 2A,/4, OR 4/4 1* . 243W/15 L*I, z & iw/ls IN5TALLAIIQNS INTO CONCRETE A CONCREIE BLOCK STRUCTURES I I I ALTERNATE LOCA77 N ON low 1. ON LIFE SAFETY PANEL SEE SC'CDLU GLAD"` EPARAT'" W/NO LIFE SAFETY PANELS LOCATION F SEE NOTE IBELOW) PMET's W/ OR mamm &5A UPODN OF VP-GRP 0"- FOI 0 PANIDAUTE APFUHAA1 TO V`4, -no TO MASS 4 1,. REGULAR SAFETY --I W/o ReGU Ism NOTE I 'ECTIONO LAR TRACKS DESIGN TO TO MAXIMUM PANEL ED CONCIIIETE AFIC"Oft LAST PANEL TO BE INSTALLED AS PRESSWItE TO To TO CO~m. LENGTH (,LI SOO PANEL OPENING SHALL CONCRETE CONCRETE CONCRETE CONGMr CONCRETE In CONCRETE - .,,.I TO OF THEM &VIND i.-I BLOCK SLOCK it= 8,13c, sa SHEET 15 FOR MHMORS M & VACING FOR INM WOOD FRAME INALDRINI. OR &WAYS BE MOMUM AMPHOR SPACINGS AND "NUM WGIE USTANCE 'HOWED ON rH* sclloovu. FOR BY IRILTIPLYINKI SPACING UrAIMW ARE Ell, SHEET 4) I-ORM %ItIREJAR 10har 6. 1 1 ecl REQUIRED TO FAC m N/A N/A rop) V_D LESS THAN 0, to BE OVED FROM INSIDE +554. -?2-0 MaIIED ON SGIKEDUL4 REDUCE ANCHOR mow) (SEE SCHEDUA 011-5 P OPTIQN #I EQR LIFE SAFETY-S HICHETE INSTALLED OR RIEV Um SH01IN ON SCHEDULE ffY THE fOLLOWING FACTORS- FOR THIS OPORATON TO IN POSSIBLE FANELD & QlA OF STRUCTURE It- a- 9- v REDUOID) SPACING USING TACFDR SHALL NOT He LESS D'AM Himmu'd SPACM INOCATEO ANCHOR TYPE 0 ANItHOAS IMEND, SHEET '.) FOR Wow PLA 0. ON, ELEVABON N/A N/A N/A 6 N/A I,* NIA Q. a. 9. 7 Ilrl (SOT -Tom) 'to ?'-V i ANCHOR Tm 1/4' WOOD KATE FMCON PAWRACt N/A N�A N/A N/A N/A I & 2 (TOP) ROMI PU,S AVOURED ScAu; vs- I- - SECTION 2 :SCAU 8* I' GAP .55.0 -72,0 To s-r tft ANCH" ;zw w 0A MA) -a Co., -4 ALIERNATIVE 3 1L SAq-TY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) EA PIE poum pwm ir.4- MATT 7 OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PAIvELS), MTE P"se a%,w/ t/2' LIFE SAFr_ WffATION TONI FY WAY OR Xq PANELS I �T M REGULAR TRACKS.) I APP �,A uAmmUm Sb �A, Dow 0 I/r nm w OF man CASE Nu a Y M. Five, 7w OF 000 FRAME CONDIIIQ N!QHQR LLOCMION 2. LIFE PANEL 'o, Go PAMOAATC FEMALE 10 ON ALTERNATIVE W NS & A ( PER PANELS SHEET 2 OF DRAWING, SCALE 3/32-- 1 - (fQ PWRELAWTE PLUS 111, 0 SCALE 3,X W/ OR W/O SEE Han I) IRS ;NSIDE OF C* OF 'Ir THHEADNI PENET"nov, 10 CONCRETE PLATE "m SNUFFER NOT SHOWN "Ot, almr� 42aui-L, mam - I g IF STRUCTURE. 7-7 -mum -61-5 3- 112- A 2(80TTOM) +52.0 -56,0 1. WALL MOUNTING INaTALLAIIO r A- A- 2 (BOTTOM) TO w OR LESS -7ZO 2 1/2 2 1/2' 4 3 �/2' 2 (BOTTOM) 7'-5 ENSF . .55-0 No. 44167 I LED WALL OR FLOOR %UNTED FMCIONG, SECTIONS I 01-11Y - - - - if. Li-�E t� Al REOUI TOP TRACK 70 BE CDWP0 ENT (D BOTTOM TRACK T -7-6- -ORLrss a C Nj AS EET 2 OF THIS DRAWI OL COME Y a SIALL. 3/r - I 2 1/2- 2 1/2- 1 N/A N/A To 2 04 THIS SFIEET, AS WELL AS DETAILS I & 2 ON FLORIDA BUILDING CODE (High Velocity Hu cone Zione) FLORIDA BUILDING =E (High Vialocity Hurricane ZOn8) 55,0 -72-0 rZ 15 TO FLORIDA BUILDING CODE (High Velocity Hurricane zone) 7 4- Mitt. LENGTH FOR COMP ENT QD G 15� N/A NO, o`HKO `X7.900, 1P, = < ORAWN In, -- oftme; Sir! GRAIN 81� ANCHOR SF COMPONENT dD ANCHORAGE AT BOTTOM IS DIVER ON SNErF 14. 20 GAGE GAL L 20 GAGE GALVANIZED STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL z PERMANENT OR REMOVABLE- Oz I WSTALLATONS ARE VALM FOR BUILDINGS WiTH A-S 0 DMON UiAEI: LP TO (IF �77 -7 -- PRODUCTS. LLC. DATE, COMPONENT MAY, RE 7/a/ma SCHEI'm STEEL STORM PANE GLOBAL PROTECTION PRODUCTSt, LLC. O"'ve"' +WS, -124 00 MO PANI LENGTH 0 TO GLOBAL 7 AM &W, 1 STREET 5 %�T DETALS MR INST"TION INTO WOOD FRAME BUILDINGS ON SHVET IS. DATE- fir, 2, POO NEW WOW FRANC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERH [ILIECO ititic. ,�oAaac S.W. 51 STREET At ENGUN'SINNO VIRPAN, Dow- IT- su,,t AM n. =I. 6 SEE SHM 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION -w- twim-70"k 'Aw. 11� =1- p"L -1 20-176 P"Ow ;Ak MSI)M-8717 PNGHE` TAX (954*w-am 211- -16 < AT TRACKS INSTALLED ADJACW AND BEYOND TO STUCCO/WOOD SANDE 7 IIILIECO,..� GLOBAL PROTECTION PRODUCTS, I.I.C. I C It. GRAM". A- ps $FALISKIARRI/pAT P.t, Pi- x4/g;;;rjrx/OA"r OF 11A D, WALTER k puff Flop" al .1 -P.E am kk i L J., J 2 It 7T .42 OF, M ANE� MEMO SCALE SCALE 1jr-1, J., J 2 It 7T .42 OF, M ANE� MEMO SCALE SCALE 1jr-1, __ _,_,..______,_____ I I-.-------------,-,--- ----- - - - _-ANCHORS; (SEE SECTIONS ON SiNmrs 17, IIL is & 2a)-__ _- -- i '3' MAX, 7 I, MIN, ­__� U117, "/11, U/10, FPO, SAW/vq, 7AW/19 a SAW/20 17 40/17, 50/tIL r* z/11S. 7ow"19 a Devi [=��=-,7-T-_ 6 �__ , i , 11 11 , __ I �___-1. - - , -----�_- 0 0 0 , __ , � - - _11-1 - ---,--'c _11_1___-1___­ 0 - - __ _,________,____ 0 0 A i , , I � I : � I : MUAUU�_ l 'G � I �j � ,,I )", _ ! - A FA * I � � i � .]. ___ I i - - _ � I I i � � : "i : 1, __1 I 11 I � i; � ;' -�'Z'�,- : " �j � " � I I " I_ ,�. " 'J" ,,, - T_ _ _]_._� -�, ,, , , , I F I I - - - , - - __ "" ­ -�-f- --- --��4 1 - 7 , . , , I � i i I I � i 7 I '. 1 � � I ; l, � . I � , I [ l , '� � _1 � I � I -11 ; , - , ­ , " , i i - I ­ I __ "I - - .­ 17- ­ ,�', ------ , - , " --, I, � - , i__1'__1_�____-_­­ --- � � - ___� ___;_,I 1] -, - 3 I- - - 0, MO, I* w I I 11 ta-7--, , , ; 3 i� I �1 SW& ": 1 � � =UAI POTIPW cNNAqm � f I L,gL , �� �'�,,-,,� I � � � ��,, *il j I . . , I - I �_ 10,11 - - L I ­ ­ I I- ��t _449-f- L, - t=-=J- - I � IT I I _� ; � � I : I ­_1 "/IT =1 a, ;� � �T- - " WAS"AAT1vT&%M* mo,� 'Itty;'w's. 3 -- I . MINI, ?�;�;vq * 4AW/20 1� v a fiew/w I : ,mw,,.-,, � ;_ . .. .. ..... ... � _­ - - ­ , ­­­ ---ANCHORS (SEE SECTIONS ON SHEETS 17, 16, 19 & 20) ----- - - __ -- - _- _ " - _� OPTION #_2 - F03 LIFE SAFETY STORM PANEL(T) ELEVATION ­ � 1­ .. __ 1E91tQN_A-_A SCALE 3/w�i- 67YAL" 611MM-110AM *1 L02 it z OREM. V�� N" Lol"Zizt*l�ju*laqizLtozimuLgi�lI l MAXIMUM A.S.D. I Me., PANEL LENGTH � MINIMUM SEPARATION - PANEL, D ESIGN "ESSURE I L (m) RATING (p.sJ.) I (SEE SECTIONS) . TO CLASS CONDITTION - - +55.0, -72�0 i Ev -8, 2 ,'/I' ___ UNBOLTED - � i i I I .L. Mo, PAWL LEWIR (SEE SCHEDULE) , ) I I I � � I l r I I I I .- - INSTALLATION DETAILL-MR OPTION A2,�f-,�IR-1,JE�E-"i2��ii�EEIY--$IQRM-FANf I ,L__$y$Tw INTO EXISTING PRE$ ,__ - , ,_ - ­­ M - __ I "I -1 ­3 1- 74- -,, -,,7 1 ,�--_,-,�, - - _H n � )�� 1�i'� � �_ I ; , � � _� � ��,,,� " __ - _1L_ � , 1-1 1 I ),_ , � w'. ,�r% -I 71, , !I "� I "� , -, �', _. � ._� i w ,� - - I I I 11-1, h! 11'�111 11 I I, , - Ill 1-t - �, "AGER I OU "me" I", , � � .1 I,- - 1� 1­1 * : � , 11i , I 11, 1�� � " _1 � I __vw4tCt - - ,� ---I'- " " m ," - �', ') I =,AIM I , , "I R171111"POER _1� __ 11 _'! --- I I I 1� ,'�l " -- ...... 1 ' � , - 1� .1 - � w", - 1, , � _. - 1, 4 - O.D � '�' I I _ _�(4'* TAK,014 0 fr D,C� , I , ___, _,� � " � _ ___W4�* TAPCON 0 6 ,I I "I ac, , - , 114*0 TAPITON 0 O' OD I, i - ___ -44"0 F!nN a V F, r, -,w"t/2 I ) , -_,,- , I � , FRNSTIz OUR AT , - DED , � � � =1 MIN, THREA00 11; � myNKIAmu � I I , , , '� -1 . , 4 woo I - 0 1 " I I I .11, I ii ll� , w WOOD � - I M A7 WOM "4 I I � - 'It I ptlimmm ff wow , I �1' HEADER 1 "POOR 1, I I "EADIII HEADER; . � . . . . . , , ,y I � I , I I .� � � I 1, 1 " i V 11 ,7, , -1 � - 1, � I �T, , :� I ��� �� 1 � , 11 i I I:, , , , 1, I , - � I 11 ! 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THREADED OF PLATE ___ _j,_� I - L� �, �_ A. ;"T;rA:7 " ____ , .--- -A ,; DRAWN" ,�,L___:­ - _�__ N A7 MONOTH 4' WOW PLATE I I , Ot, PLATE I Or PLATE RED _g4;XOD KATE , Ot ___ � ___ __ _2,44 WOOD PLATE wll _11-1--1 ... . ... wow PLATE IrING RMIRED " RED ?'_�Wt " DUNTING 1143TAUAnOg WALL MOUNTINO INSTALLAUON WALL WINING 15AIIIATION SCALE 3/8*- I' It tlff�L MWPAMSEL sr" 3/8-�t- 'M0411010s, SCALE 3/8*,I" SCALE Val-1, 0­�N._�!�L/J---- . ­ __ / - 4& NONS, v 'A � X, � � "10 FLORIDA BUILOT140 CODE (141gh VelacIfy, NuTrIcone UPS) 14R�., � \x, oc **: 1. 1, INSTAUATIONS ARE GAY VAUD ITM WLDAHI$ WITH A�S& DES" LOADS _____ ­_.1_1 ­_ - ­ __,_,___,__________ UP TO -555. -72-0 FISF AND PANELS LENGTH P 10 W-fr z . 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I E-N915 ), I COMPON, FO _���900 & 1000 E-Z HANG STORM PANELS (ScALE 1/2-0) ----- 2,591� - ----- � ____,___________ � __ ,- __ __ , ,-- -­--------- 15,196" ITOTAL W" -- .--- _ � - - , _ -- -- _ __ -- ­ I D. , -I 2'w"_ - 1 211gI 1- : [_ g �________ ---I- ­___ _ _-12,SW(EFFECTVEWRT")- -- ----,---,, ­-- ­­ ­­­ r --- I - _ -, jF­-2�2W-1 ,'\' : __ I,----- __1_­_.__.D , ,.__ ________ � . � ri- -I I � i I -, -3 � Jj , , � �r_­___4 : " , r-1'3�0`-_ ,-"3 �_ - ,'1�00` � -_ . . I '. 1� : . p ,A ,,, I 1. � I - - . I 1� I - " i � _LOTS* �1 � aSbo' I 11 ,,, , - _ _-N, �So 117-1, /1' - ". . - ­- � , .� - � I __+_ Nw. - _ I � it Z244' .- T., �j � . ,, ­ 1��k 2,65r /:.' ." IT nA,SDO­ It I fl �,Daa- It ,-_ ;�, I GALVANIZED MI. roai__ - � 14� � - zL ._�`G� 1`YP_ I "I" ASTU A­0S3 , " � + __0 J ; --- I I DETAL it \\Nl- __,r 11 ,Lf j ., ca. SAW SO MINIM N I I 1� C-60 rAw. I ��,? _1­1� - 4 -j! � ; � -GETATI. 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P-L SMIROWMA)m �Iw, I,- W� -Z -.11 ����_�___ I __ ___=LiiW�_ . 11 -I -_ ftUALL&T&N_DMILS FOR OPTION .42 FOR ji,IFE SAFETY S1 I )i 11 id _PANEL SYSTEM Tw _ INTO EXISTING -nURED CONCRETE OR CONCREIC QLQCX STRUCTURES - TWOON ANCHORS I ' TAPCON ANCHORS � - -,,A* 1APSON ANCHORS __,__ 44' TAPOON ANCHORS ___IZ4 . R� i __ � , '6�4 � AS .- 04. ZO, : * 0 . 01C. R� 010� , �11 I �1!ll � . �, - 4 � I &` I'D I � � 00 POURED COWRIVIC I'll, MURED CONCRETE, � , 1� , URDMMOND� I , I ,� OR OCAMN: ',I' m I i 11 , , I OR CONCRETE Ge . A " 1RO'Ce ­­_ Block REQUIRED, ", - " SLOCK %SOARED - :Fazl i � I N f . - � , , � - � f-C: Ilor , Ile � I I � I , -1 ; I I 1/4' il 4. 1 45p�,,_ ; 1! , M I 1, � VSA, � � _k%A-__ __ _ - _ - ,- , -- -i "I -_ I ", I S I I I -1.k � T " I l r, � z , "I I I _­ ­_ -1 � bA i I lr,�- � I fL�A ji I I I ) I I ; 11 I I i i I I - � � I I i I I . 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POURED CONCRETE ,,, I", C "EM - -gzumm CONCRETE I _ - I , PC 001"Em BLOCK OR CONCRETE mm ­r1D REVJAEO RVOWNED REQUIRED Rmum "I'll, MWING INSTALLOON - ­.­ .--it I .- --- 0 LIMOON WALL MQUH1182 INVALLAThON ffl&r I -a ffxjz)N-a AIJVI 9-90111M EAM ,SAE TY eM" SCALE 4/a,- I' SCALE �!/9-1_ SCALE 3/8'11' SCALE 3,W.1' ____ - __ -- T,-��-- AE SHEET 14 AT 20 MR AW-140n IT -Pt & 40" Tft I _Irll 'AIM001110"I SPACINIC FDA INDWIAHONS " WCOD ,", T11 %. , ,�� P, � W� *,, FRAME auuml ---;z -muwx wv.* p') �7: , �k '�, . ......... - MNWUM ANCHOR �AAOH" AN I" - �� VIRls DISTAKC ARE 0kvA,mO DNAHO '�r, EN&,4-'% � 'IF IN _;ii�=�_�=��-11 - :-� I I .. __ ____ - FLORIDA BUILDING I SCH15DULE P* F-0, OCTS TKIN 100"IED ON I CODE (Htgh Volocity thin cane Zone), , I t ­ I sciew REDUCE ARaw SPATINE; By I . - - � � mago wIvI Iic, r.- MUCHAL"m SpIlow. %Am ON MIEUMLE ADS*. ca am owma - 2 I No, 41 i 20 CAGE GALVANIZED STEEL STORM PANEL li�* ­­_�­ - I * 1 WIMIN bi MY ", 4,011,444; fl-I'm MAT = __ __ __ OPERATOR to BE A= I ­­11­ 1.1- I __.��11 -=_ * " '__ = ­1 , -1- AIM�, DEGAPAN, Sit, ,DH - � at LOSS R" MR4400", SPIC-4 mimicKlIb I,--- - J, !ei, - __ , S_0% �' 0 - - ­­__ GLOBAL PRIDTECPON PRODUCTS, LLC, '*"*'*k'm"" -­-t-­Lw-- JIM ECO,wt� -_ FOR S"" ANCHOR TYK ON THIS WHC%`a I ­1 -­r­­-r­ ­0�. , Ft � -1 ��, " I "I 4" SA 6' - - - - �`,__ , t' ! 0 ONA PHOME-1 0� awf_ ft ,rw 2i)-176 1 3,.W 1­ _-, -,,A", �*­ �N A­I�wztz___p=,.A`_-w"" ,;,�4. ALI - I ­1 - I— W.t Rh 4HRMERIC, WALnIMNATTIRILIA11 _!±!!!t__ I- ��__� I , - I, - .1 =ML-, 1. i i ,� - I INSTALLATION DETAILS FOR _MTION P #2 FOR LIFE SAFETY STORM PANEL aYUN - - INTO EXISTIN WOOD STRUCTURES I 1­­­-.­1'­l­- , �,, , � , I I IN - ,,, I I !�� ,� 14; , I "T ........ 11, `,%",_­,,_,_�,_�� ", , I I � � M, I, - . ,,, le� I I '�' �_,��,, ,7, 1!�', l I � ',,j'--- "I , -- R 'I, I - �� 1, �-, �, ,_� " 1, I � ,', - - "" I I I" � � ; �j � , , " I "I ", I l � z ;, If __ 1/4'# NIPCON 9 V D.C. It I ALAI, THRRADED A TDN WOW I I - , - , , 1, - tI, 1�� 1'� I e I � I'll, I � ,� ____� � I j � - I - ,. " � I I '� 4-0 TAPCON * 6' OX. , - "/,,/. PIR . R ON , WOOD, ED I ,.r ��, /11 , . � � I i, I I . 'AT "OUCER _�', � 1, . 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SCALE 3/r-l' ' �, FLORIDA PIALOING CODE (High Velocity Mur cone tons) I� INSTAIIAOTORIF AIX ONLY V" MR BIALD"IM WIN A,RO, DEM LOADS , , - Up To �55,$. ­72O PSF AND P"t:S ,MIN UP TO V-S 2, FOR NEW *QOTT FRAME CONSTRUCTION: WOOD MEMBERS ' LO Of SOUTHERN 1 S I Al2M V.TUUL 000 - - I * r---, I * 1_: �z�, - : * *,. - _� S �� - An QE7� I ­ I .. .... ­ -------- GLOBAL 1�,Fp- 11 I rfco..\ %ell / TL 20 DADE GALVANIZED STEEL STORif PANEL - PROTECTION PRODUCTS, LLC� I �, ___ - DRAM Sri � An/m/2=1 __2a�-_ MKS ND 2� W/ SPECIFIC DIDELIT OF 0,55 OR EOUAI_ I,-,,----- - 1____­____________1 , 1L ?>". , Dwri . , M. *0 , to &�Tcsrwe A, f"m=0". - !V� A� At ,"= *�' `-'I, . --,.*, r. l PAR V`�`VN -1111;1 NOW "CIA10JIL"aw (0,A)"k-76441 F­ foo,000-000 20-176 CA- 9 ���� RATES Vol PIL im; n.t : Re:�:: :ii!a_1E=- I 'i.-- M_ . p:M-:!w:::F_--7, Num" N. - ___ ___ am 14- I 441g, 5 1 - I;;"-. I---- - _____"� __ . 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W/ I- To */ REAR HANDLE FACLAAW 1,45ALURIM I . I Ikkkk -1 ____ - -11 -11-1 - - - - - - - - - - - - - - - . . . . . - A r0QAL_EUW&T1ON FOR S 1- IF INTEI��T� BE INSTAUTED MOM M lw I 1) TO Sk MAUED FROM INS" Or 4TURE HANG STORM i im-lbe OF STRUCTURE. . v4r - I- st" W � 1' ri/4' IRA_ GAP I"41 III.. GAA, 1/4" M­ CAP 1,4. ft- Dmp--!� 11 I - - _4 ­­ 1� I I !11: i 11 I 1 i - � � I - �1� � 11 - - (D - , - - - ar 0=114�" IEQTIQ&"- I AE00-k-A SGAIr vv- - I- OM � 0GRE:402ir - I- (0 - ­Q� E - 2 kW SZORM PANEL SYSTEM ODWIVOmG Or PAWL + hullis- 17WXS ATTOP & PANELMATE PLUS OR TV LONG el't IROTMIA W/ PANELMAORS, ,2=! t - Z HANG SIORM PANa SYSTEM CONSIVINO OF PANEL . 01 WXNfOQALOF_kO1E$_ IC 1. TRACKS TOP & BOTTOM. t2) END PANELS SHALL ALWAYS BE CONNE M, TO EAVIINO BILL WALL IN MEANS Of (2) (VO PANELS SHALL ALWAYS BE DONNE RACK BA I I V LORD TRACK AT BOTTOM, M PANELS or St 10 OTHLIPAISE A STOP R 'ON , To a j4 SHALL (IF PROADED AT Top 9GPAWTffDM T' S Bar CON D W1 1 4 -2W/4 A, A WWI, NUT OJT 1 41 2 Min� THIJ .10 iA'1'40'/$"(MT AS (3), IF END PANELS ARE On PACK. ootpgTION, SHxu- CoNsw OF BED ON E (S) OW). e M_t Wm/mg -.j 'NUT OR IXftTILI�'I UK ',HUU0SCRVW - -N END PANELS ME 194 W ,�Nr Y a A IDIIHER OF' Two US YRS, ",v - STEP I .-WOOTHIM TRACK, LOC TANI OF IIAVEMERS (;5) FOR CASE$ *14: ENG PAWLS me NOT DO � 'An. 1) AT 1111 EKIERTOR FLAT RANGES OF END PANEL Moll GAS ..... AT TOP OF SUCH PANELS, (4), IN CASE "I END Ali ARE NOT CONNECTED TO BOTTOM TRACK I A STUD, BAR IS ONLY DOM Al TOP) AT LEAST TWO PANELS SHALL BE CONNECTED SEATON TRACK (4), MR kNSTALLATIONS WH04 END PANELS AND SOMt = TEjtr*a DIRECTLY US NO SPECS INDICATED ON NOW (3) ABOVE IN SUCH CASE, CORRECTION OF PANELS MOUNTED To F PA *R PANEL MAY BE USED AT BOTTOM AITACHINTO BOTTOM TRACK TO WALL ELT.wt%`01 XF SSNI� 10I BOTTOM TWK MO OCCUR AT ANY PANEL LOCATION, W/ TWO PANEEEATLS IN ON RVATION ". r , a - ON SHEO 14� SEC ANCHOR SCHEDULE ON 5HEET 2-5, NIP, EDGE CE (5), $Er SECTION ", 3� & I I tNOSTBBC�DE H`rOR4 IN11MOR, PANEL USED al. Ev, NOT NEED IN, INSTALLED ANURABRIONBU, W MEANS TUNUIM., 'L t a � I "" LEFT , VNN ) RAW '.' '0="M"P1'1AIR.'i9'1 :Y� n'-TJ �_ - _' '141 %� �, ^ " , � � - � ',,. ./ % �7� -,�Nir,ENI ,v ASP - " y 140rricane, Zone) . . ____1___­. - -_ I * t� 'm ,iHA, - � � IN, ', W7 i I � 20 CAGE GALVANIZED STEEL STORM PANEL I 1, flp�tw I NO, I*'7 r.-* * - - --- --------���� . 111C� I I, A I �._-� �� ' /;;� S", ST I � ey -- ,� Cc- m GLOBAL PROTECTiON PRODUCTS, LLCI mAtE I .-P '% __ _ � IL IEC� "" 7--il 0., �' MIR, SA AT WART - , I I'D"�.-- TRUT Twwa & RAYEL RL, =4 , �­ / "*­ z!%*_r0"."mM= I'DRE, 20-i7is ,,�� I. J#Hieae­�.A� r ... � otbOw-Byin %'r ' V _%�--" ­UPRAT�­ ZRAMM *iAl CA-40MIS flint t w - --t-LiffiLlSor %I= I" JF. PIT - I JiL 1 4.12 I �����-_- =. -.. I ____ IN51ALLATION DETAILS FOR OPTION A2 FOR LIFE SAFEDL$jQft PANEL SY51tm INIQ EXISTING POURED CQNCRETE OR CONCRETE BLOO 5TRY91M jA � TAec . I �4' IAPCON .CHOS1 1 , __1 C', . VON 11 ­1 ,b TI. DICm ,�� 11 I I POURED C I " z OR OOwCmw=0civ , "I POURED ! z" I'll, 1� OR COAR2*11.11.4 - � " RVXARES REQURM : � � C_ � 1/4" : � 1/4' -1 NO. 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"MO5111410"", SCALE .3/81-T, '0,;�4� _,�­Aqr� , , --- ,/,*. 1/.�. - 1, - R amIS a 2D '" NMAYM PoNE * A"o"De I'm I�l _A�� 1, .1i W&TAIDOUS, into WOOD r1a ,OV�`,�rum Lsi..�� new It"Rom __!!!�,_M" tNaNS �o 3 3 -Z I-' 1. \ =1v4=1:"1w11=1,NS=A` _.-N.- Z-. �D) - - 4 3 9 ! No. 44167 ", - FLORIDA BUILDINC CODE (HIgII Velocity Nu cone Zone), ;;__ __ __ - ____ "Evwx MR, to, as$ THAN AMROUM ON .. I 7-E;;__;;-_:;;1��j -_--�-- --- S*� ___1 'SY z -­­- ___ W_ - - � '12 � * 20 GAGE SALVANIZED STEEL STORM PANEL SmIm" RMUCE ANCHOR IPAOM SY - - - � - .=* 73.70;0� "Iftym,"NONO SSW" 0% SCRISIOLZ AMA rA am � TATE f , CIL - ,_P� Of THE POLLOWNG LAC 05, FDA Imt -!T �mm�wco ____net_ -1-, f :���, __2n -I, " _1� , %,�$n% , - f__ � - "� - OINAMMA, TO K POSSSILL ANDUCID ­__.__11_.1 1,r Tt, -1 ORI W. WSIS TIM "jow SPACM WDONTID, 111--­­ �'_,,:--_,-__: hw____�_: I DIR: x � �11 ;�­__ GLOBAL PROTECTION PRODUCTS, LLC. '"'"De' "two ISIMARD LAAART, f=OR SN"U. NOT , �w, I - - � ii�� V", ' / 1111MINC011m _-, - I'm 0410 ANCHOR, "K O" THIS Sammua - - ___ __ __ �� ­14, Am r1w. W MAW �, -4 MIND COMWASY RAW- a, =1. 20-176 TIM "'DA, - ---------- _ __ 4 ....... �1' --�' 144--.:,-�. AL JA­ - DO.IO&A-7401 AlAx, (REA)"a-ew, I _____a.y__1 �_ -1i- �, 1-It'"v-, DAINHA, PC. wA/_qGWqmA`4z 'am'. - mNM#PqA - I - N. � . - , -MRSU1k., - � ... - amem it " ,V� 1 1 r- I— - - ___ __ - __ I -I- - ", - 1, E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PX,Vj HAS SEEN VERTED FOR COMPLIANCE IN Bill MINIMUM EMBEDMENT OF TAPCON ANCHORS ANG PANfLAVIE FEMALE D At 9ANELLMA-TE PLUS INTO CONCRM AGEDRDAIRCE VAIN THE 2020 (7th EDITION) OF THE FLORIDA WILDING CODE BuDD, SHALL BE I t/0 DESIGN WIND LOAM SHALL BE IDEXEITIANTO AS PER SECTION 1620OF' THE ABOVE MEANiONEV CQUC� 8.22) MTNTMUM EMBEDMENT OF 1/4-0 y 7/0- CALML-04 ANCHORS SHALL BE IS 7/r INTO CONCRM� FOR A WHO SPEED AS REQUIRED By THE JURISOCTION WHIERE TIM SHUTTERS "LL Of INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHAU. BE PERMITTED, MR A OIRECTICROILITY FACTOR KO-0.85,QSINO ASCE 7-10 AND $HALL NOT EXCEED THE MAXIMUM (&$�D�) 1/4' 0-20 SS SIDEWALK OOILTS USED SHALL BE LONG ZROWHOSHOULD ANY FINTSH MATERIAL EXIST) TO DESIGN PRCEELW RATINGS INDICATED ON VISCIS 2S A 2C ENGAGE S(r INTO ANCHORS, TIN ORDER 70 VERIFY THE ABOVE CONDITION, JUALRMATE DESIGN MIND WADS DETERMINED PER ASOE ?-16 SHALL BE FIRST REDUCED TO &SX. DOEIGN WINE) LONX, 10 MULTIPLYING 74DA BY &S IN' ORDER TO 0.5) IN WE THAT PRECAST STCTW� OR PRECAST CONCRETE PANELS BE POUND ON Tf< EXISITNO, WALL V COMPAR�l THESE W! MU, 6kSO) DEVON PRESSURE RATINOIS INDICATED ON SW_fTS 25 & U_ ANCHORS SHALL BE LOMIC V40UGH TO REACH THE MAINSYRUCTURE BN04V SUCH PAREM ANCHORAvi� SHALL or AS 1 �21 IN ORDfR To VERITY INAT COMPONENTS AND ANG40fls ON r4S P,E,D. AS TESTED I AEE W, OVER SYRESSED, A _&NX INCREASE Tiv ALLOWABLE sTRIES& FOR WIND LOADS WAS fia OECD IN THEIR AAALYSTS� FASTENERS SPACLAO TO WOOD HAS SEEN DETERMINED IN ACCORDANCE Ran, NaS 2015, (C) ANCHORS SHALL BE VIESTALLM FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS f,W, N1,E ANCHOR'S MANUFACTURER, ' SIORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS 9EEN VERIFIED IN ACCORDANCE WITH SECITON 1626 OF "NE AEIME WAITIONED CODE AS PER FEWSTFULCON TMIRD LAOMTW. AIC, REPORT 1 2032, AS PROTOCOLS TAS-201, 11 11 SHALL Ot THE RESPONSIBILITY Of THE CONTRACTOR TO WRIFY THE SOUNDNESS LIP THE STRUCTURE *$ERE SHUTITER IAS-202 AND TAS-201 UT7tP SKILL ONLY BE ATTACHED TO ICOND CRETE� BLOCK 2, THIS, SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE DOME OF THE OPENING ACCESOING. O4E OPENING MON THE 0111 WOOD FRAME BUILDINGS. INSIDE OF A i _ADMFI� DR UrF ODS APPUCA'NON IS VALID WHEN LKSTALLATION 15 INTENDED TG 13C PERFORMED 12� THE INSTALLATION CONTRACTOR 15 10 SM/CAULK ALI SHUTITS0 COMPONENT EWES Wo4lcp REAWN IN Co"Nucia IW` H=USE room OF 9mr-Mm. CONLAC', WITH THE BUILDING 10 PREVENT WIND/RNN INIMSICAL CAULK NRO SEAL SNUT1`ER TRACKS AVI� AROUND .FULL LENGTH. - SEINES TOM INSTA41ATION, IS APPUCABLEM SINGLE AND DOUBLE HUNG STYLE WINDOWS WPEN , 0 , � ASTAULATI IN IS REQUIRED In BE PVNDRWO FROM THt INSIDE OF STRUMIRE, 13 STORM PANEL INSTALLATION SHALL COMPLY WHIR SPECS [NUCATED IN THIS DRWRC PLUS ANY WILDINC AND ZONINiC REGULATIONS PROVIDES BY THE JURISDICTION WHERE PERMIT IS APPLIED TO� 4I SCROES 2000 INSIAILLA1*11 M APPILICABU 10 SINGLE AND COME RUTRL AND HOPLZ.W�A� SLICERS STYLE WINDOWS WHU,0 N-11ALLArION (S WOUIREITT) BE PERFORMED FROM THE INSIDE a STRLMRF- 14, ATRIUM "NDOft AND DOM, INC� E - Z HANG STORM PANEL SYsrEM- is PAEENT P041HOL 6, AU ALUMINU11- EXTRUSION6 V BE A06S­T4 ALLMA,N0 -TEMPER, NINUESS OTH~-E NOTED) t5 LY) THIS PROGUCT.VVALUATION DOCUMENT (P.C�0-)i�PREPAREO BY THIS ENOMETER IS Camlft ANO OM AiDTIFIAGADF INFORMATION OR A SHE SPECIFIC PAOXCt., v. WHERE `!Hf� Sir CONDITIONS OEAATE FROM !HE Ji 6, ALL ALUMINUM SHUT METAL, IUSIO AT CLOWRM SHALL HAVE .1105-HIq ALLOY, (b) CONTRACTOR -0 BE RESPONS15LE FOR 1`14E,��LVXIIONT, PURCHASE AND INSTALLATION 01C40NO LIFE SAFETY OF 7- ALL STEEL SHEET MCIAL PANELS SHALL 4ANE SIPLICOIRAL OUAUYT STM_ ASINA A-65,1 CRADE SO MUT, GALVANIZED STEEL THIS PROOIJCT BASED ON THIS PEO, PWMDM HE/Slif, POES NOT DMTE FROM THE CONDITIONS MAILED ON DESIGNATION WYPY- -50-5 ke, (AFTER ROLLED). THIS DOCUMENT CONEIRUCTION SAmr, AT SITE Is THE CONTRACTURIS RESPONSIBILITY. 0, ALL SCRIEWS TO BE STAINLESS STEEL _304 OR SIS AIST SERIES OR CORROSION RESISTANT COATED CARRON STM AS PER OLN (.) THIS PRODUE7 EVALUATION DOCUMENT VAU- BE CONSIDERED iWAUD W MODIFIED, &ODIS W/ 50 imi YIELD STRENGTH AND 90 KV TENSILE MOWN St SHALL COMPLY W/ FLORIDA BUILDING, CODE SECTION 2411,13,4, NI) VE SPEOrn PROJECTS SKALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR INACNITECII WHfCH STILL 4, SOM TO BE A5fM A-3D7 GALVAN17ED SFM, OR AM 304 SERIES STAINLESS STEEL NITP4 16 Mi MINIMUM YIELD STREA[WH. BECOME THE ENGINEER OF RECORD 0:,ILAL.) MR THE PROJECT AND WHO VOLL BE RESPONSIBLE FDA rof, PROPER USE Or THE P1,04 ENGINEER OF RECORD, An, NO A' A DEUEONTED ENGINEER TO fHE PT�IL ENGINEER, VIAL � , TIN$ LAT' Dif 10 ANCHORS TO WALL SHALL HE AS FOLLOWS, SUOIN TO MR THE SITE SPICCOIC DRAWINGS MR NEVIS W m_zAmmk_wumA_z&vwi�1 (.1 THIS PF-01 SHALL MR THE DATE AND ORIGINAL SFAL AND SIGNATUM OF 11iE PAOFESSONAL ENOIREEP OF - 1/4"o TAPDON AW,HORI AS MANUFACTURED BY ITIY, GURDEK. M, (MIR. f'�-31W At,',) RECORD TRA7 PREPARED O - 1/4- 0 9 7/6' CALK -IN ANCHORS, AS MANLIFACTIMCD BY DEWAT INC, (MIN Vtz-4000 p­,) IC STORM PANEL MANUFACTURERS LABEL SHALL K LOCATED C44 A RM4Y VISIBLE LOCICKTA AT STORM PANEL IN - P4-10 PANELMA115 FEMALE G) IF PARELIVATE PiLUIS ANCHM, AS MARUFAMREO SR ELCO CONSTRUCTION PRODUCTS ACCOMANCE, WITH SECTION 170140-1 OF I'LOR11A BUILDINO CODE. COE LABEL SPALL BE PLACED FOR EVERY OPENING (f,­3x0 ix.�T) L484JNG TO COMPLY WITH SECTION 1709,SJ OF THE FUCIFOA SUILONG CODE� ki) MtNNUM EMBEDMENT Of TAIRCON ANCHORS INTO POURED COWRI�71 SHALL BE 1 314- AND V FOR INAWENATE FEMALE IO ,k RARIELMAIE PLUS. A2) MINIMUM IDAVEDIMENT OF W/4*0 X 7/8* CA&K-IN ANCHORS SHALL BE is I/V !NrO CONCRETE, NO EMBEDMENT INTO Aw FiNi IMAIESNAL SHALL BE PERMITTED- 1/4- 0­20 $S SIDEWALK BOL1,TS MO $HALL At LEND rNOUGFII(SHOULD ANY FINISH NA-ILRAL EXIST) To ENGAGE 3/4* THAI PRECAST IHE � ­;-.�,�, A,so IN CASE STONE, PRECAST MWAM PANELS, OR PAVERS BE YOUNG ON EXEETINr WALL OR �., � . � 10OR -H TO REACH �- E , ,, ANCHORS SHALL BE LORD ENOUG, f4t MAIN STRUCTURE BEINNE, SUCH PANELS� ANCHORAGE SHALL , BE AS MENTINED IN AA) AND AN A,2)_ 1 -�. i'� � . i f " No, 44167 �* z is) 1Q_a="Ow1Rm,_mz-JC_1EN.L :- W: . = = t � - I I 1-11 � - 1/4" 4, 7APICONANCHORS AS ~AVURED SY Z I W, WILOCIL. INC � . - __ 11 FLO910A WILDING CODE fthVelodfy MR cone Zone) � � - 1/4' A X 7/8' CALK-41 ANCHOR S. AS MANUFACTURED BY DENALI! INC (P,A�M,) p,%.L) -I,, 1� . At III �, PAM mom Ric. 20 GABE GALVANIZED $ML STORV PANEL I'p. - #14-10 PAKLMATE FEMALE 0 Mo PANELMArr PLUS ANCHOft AS MANLSAVURED BY ELCO CONSTRUCTION � - - - 11- ., -_ PRODUCTS TI'mi-207i Stl) -- -_ - - ­­­, ...- A- N I IN W", / I I I ­­­ GLOBAL PROTECTION PRODUCTS, LLC 07AA/za" IL ECO mi; __ - - , ow Slit, $1 Smin � " .T SAAEL R_ 3331. 20-176 � , IT, �,(xp MA -, PHOW (W)MER-75", ,AK (AHSIF-ml? `"A� - M � " ' � ----.-,.-.- - 71v P4 v11/$QwV"TE m ! �-����_-�7- - , I—- - ­ . it ­­­ I ________, INSTALLATION Q TAILS FOR 5 M:.�:O� 21 IQQ AN I k FA -CONCRETE OR CONCRETE BLOCK - � mm,T� ,-, _46'� 0.11mm MAAM ,','� pokow 10�001m � ; Ma w"war N-Y I , I " 4, - r- IL - / 4)- -.. 11- - , ill w-$A;mr_- �,' = I -�, M, F5 r �Z�l r__4� KZVNI � I - t ,'� -.,-N �Z� rj,l_�)_- _1 �,�. 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I 'E, I I ­- *w 2' . i 0 i zzwl;w - I 19 OLAM, I � _y/ .. -4 ,ill I , AAS& 1 TIM vmoie, I ;iw 0 f 40"W1 It FOR UP , 1 i i I I 10 4 I i 4 OAINA� I % I x - VVER, olvw Om 41 I 0� ___ Is I I : I CARY `A~ 1 i t I __ -I'- ; j­___ I I ; I X, I - - - __ . ""I, I ja 1 4_4 - : I I I . ­- 1-1- ­ _�_ ­­­ i _____k____71___U I I I J� I ;�M I 11 I j I I i I i 1 15 -A,_ ___J_A 1$ I I I 11 1 , _L____1A_ 4 1 _____T__1T1I , , _T_ I a � -1 r- - i i,/�� 1.3/. I .1 i ��rw,l: .. I i 7� it p r�) I � I A � , . 11 � 11 l' ;, i I IT I LAP . Ir Q� "' I '11 i ,� . , , I -, 11-11: I "I '-, � ", "'; " "��l � - �'- K I ! I I t, ! ,I 0 �, I I I" ��Xff`�_"OfK F§ . f I 1 777 ?��,�l ­�111, ' 7,7 I I - ­,= N , - 14 I i - - , 1��,�, I - 0 I � I I I '�, I I ; , 16�1 I I I ! 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FLORIDA WILDING CODE (Nigh VatOdOx, Hurvioano Zone) �,_­ 0 "I 11 1*7m ­11 ! = Irz - ­­­_ I - .11 J - � m '14 4MIZ ., Ttm, Mr. rs,� I 20 GAGE GALVANIZED STEEL SMNM PANEL & %:$*'l. STATE OF ��. voomm L_ .. , .. Dm I __j P- _2 � _11-� ;il_1a/"" -e�__ I , � MML PROTECTION PRODUCTS Ur- PAN, SGAU�- 1/2, . I, YOU 4�:� L_±� `S-1 �_ 4400 Sk � SVW - * , DAM n- MP, 20-476 I / - PHON't (WRIMAIW764S, FAX GMAN10-110"' ' " jti�`i;�-r----T----�-r-� PIT SN-4sc%vmCA*Ff , ff L_ 11 .. �E ME M - - =,. - ._.____l­­ _A-A_!__ I I -p-a (3) (1) c- C/) -0 (L) -00 > 0 a) = m m =3 _0 L_ 0) L_ CD_ 0_ C o 2 = - CM Cu -1-0 0 ­0 a) -1..-M, 0- U) . a) -+Z = a) = -0 0 Cu 0 - Cu -0 .= - (n ja I-- C CD_ -2 a) M = 0 -0 - w U- %+-- 0 - CU > En - (n -0 a) Cn E-= " w -1--a CU L_ 0 C�L -C= � cu -0 ,�? .= - , Cn C�L < m cl�j = - I 0 CIIAAJ . _,_-, - 00 w _= �- u.; C= -) m 6 ICO­ - '­' I- C11 13 0:: 11 ILP �"mt 114 a- _E -= on, >el _< _.; `.KI = L_`­ 0- . m =LI - `U`:I -m ­,,t _%7 -�o 2 �z -2 �;: -I, a, `,�-' W n- _= Q-� . - El - = a-E� � , 'm ,= U ­ 'If ­6 2�1 �� to ,-, CD _,= .��­- �- �._ I ,-, ,S� . �= Uj .�; ��, :r_ = - " i_-, -= = E -2 0 0- - Z Cn_i.M, " a) a) CD _C__ _+__0 4__j w =3 ca > 0 L_ C/) CDL CL < a) -1--a 0 C =3 -0 m 0 L_ a- 0 w L. C/) m L. m =3 w 7-- < 71 m < _j 0- I SHEET NO. IS H 1,2. MAXImUm &S.D. RMIGN PRESSURE RATING (p.s.f.) AND EL LENGTH *L* SCHEDULE FOR SERIES 1000/2000 E=Z HANG STORM PANEL M SYSTE LMI In FAIL V Fnw - U-II'Li I 81 NS 65 PER UOQbk-l���C, I BEIE i Ml�i�l MW I "FOUCIMOU 10 1 I IN SOVITONS .65a. -75Z ,,o, OR LESS i 2 g/le, I WLEID . 1 v, 2'. X� 1-W 1 -- 1 --* * rill, - ,.65.0. - 75�3 1 70. OR . - LESS 11 I 2 7/8* 1 . 1 1 . 11 - - w C&EY46.0 1�=. ­. AII . yilli�. .1 �NLHLAP A, .QX ot PANEL LLWTH OF , PANEL ­ - -- ­- 0 7F.V41'111! W-WIll -M I]*I iti. w;i,4*-j-.j3j IRM17"I".1 RI*jN,I*-Um1NM­ ,­ � .. ­ . I* i"i I 4 I*lr I .. � . izel;t�ly-19W.1111aicKsiaLbAtitillfl;i:qlw wiliti.01;41111130:1][41141 ­ *q. �, �W- - -N�M I JILL, *1L 0 haMIMUM A,S.O� DESIGN "KIMUM AN*MRS WOO" FOR E- D� . 3 1/2- - --W - APPLICABLE 70 PRESSURE RATING , "C"C"s 1 e AKT =;:I- MAXIMUM PANEL LENGTH *L' [M.) T.PXPIS ! CALK- � PANELAATE FUJAIX 0 1 i7MEJAPTE LL� 10 COOCRCTE TO CONOMER fM CONCRETE - 10 =:ICLE - I TO coNcRM CONCOE"L TO CONCRETE CONCAM BLOCK (P..J.) I I ;I 12* 1 N/A 1 12' N/A 12* N/A I' & 2, (TOP) : I I - IT' 3-* 1 10, ----r-- I I A . 1. I 4- V (BOTTOM) i i 12' - - - I 3---7 —,2- - S- I I - I a- � - ---- -- i -- 1. IT. 1 : $EMS 2 + � r--- A — � — ----- /A - — /A -- N/A 12 1/2' 1 li* V (801109) AFIS&G, -7--3�--!41--.-.�l�---!--��-__�_,___!___,__._______ 7. - N/A 1 6 112- N/A 4 1/2" N/A I 4 1/2' 1 N/A " " S (TOP) 70" OR LESS 12, N/A 1 12- - -- N/A ­-�/ 51 TtZ-1 /A t= 1 I 8 I �2�j �IA ��- -- Y (Bar'.) - 12* -I- N/A - 12- I N/A 12' 1 _ N/A IT 12* 1 N/A . ­ 1 4' (TOP) I ; 12- 1 6- i , ,Z" i 9 1/2- 12 - j _ -W­l 1- -1- 'I. . . I A. (BOTTO-) I . I * LIMITED TO 66.0 O,J. ASO. DES" PRIESSLIFIE RULING, A SEE SHEET 26 FOR ANCHORS " & SPI FORT INSTALUnIONS INTO WOOD FRAME Somalia MINIMUM ANCHOR SPACINGS AND M�W EDGE WANCIF AM INDkATED ON THIS SCHEDULE, Poll ED- LESS THAN! MICATED ON SD90ULZ REDUCE ANCHOR SPACING By MULTIPLYING SPACING SHOWN ON SCHEDI OF THE FOLLINIVIG FACTORS. FOR 'TS OPERATION TO BE PMSW-F REDUCED SPACING OBTAINED USM FACTOR SHI NOT IE LESS THAN M"ARIM SPACING 004AFED FOR JACHI ANCHOR TYPE AT ANCHORS LEGEND. - , li-] /4"# 1 � * 1/4 ANCHOR M ._ _jj4'w _j TAPOON ­TY'A I ;wio, ­ ­ I "AlI � 11 ­1 . -w I ________ 0. Aicielm WMW TU,.) 3 1 3 3 If Ip IA --- .*�PHM 0,J 3 A -- ) I 1. FAA,) F2-n —z-1 , - 7-+;--111I­- -z- ­jmii:aw-� fw = , ,/2' ­------­­- --W= - I - - ­­-.!-1-1./r— - fT-,�-- -- --- --- IRF - --­ i- - M----,. - ,1/2 ­ . - F'4� + REQUIRES M- D67-ANCE BETWEEN EXI OF PANEL i JI/2 -- AND 0 TO BE, 1/2' kil II r-k--,--nl I - ++ REQUIRES M­ DISTANCE BETWEEN BOTTOM OF PANE. ! AND 0 TO BE, 3/'V I/16, --I Mo. kL1 FLORIDA BUILDING CODE ­7 COMPONENTS FOR REGULA& LIFE SAFETY & E-Z HANQ STORM EANEL SYSTEM5 (SCALE 1/2=1-) - - - - - ----- - ------ � - ­ - - - 15.125- (TOTAL WIDTH) , - ­ -, - - -- ­ , - ". ­ - ­ �.- -- -, ­-2,1811- - ---- -­ - - ­­ - I ­ --I 2,500- (EFFECTIVE WIDTH) - ­­-1--l- ­­- -,--- I -, �� ­Igr I - I f, - 1 -, L­ 11*�V-111' � CL ­iw - ."0* - IS. .. � - -­ 0 t/A, (nr�l -- - ­ I I v- I ,3)4�-- 70 ANGLE 0 6 114* � ­1 " 1 ,125'­ - I ano. ,,,�- - 1.3,50' - - 1,31,w­ T- 1,35w - , : 1250 , too' lae-, �, .060, . CA 0 17, sIr DO, , I I I I I I Ima, I - I It I PC , ". - "'VoCto, �, �A , � I , I L­ IF - -��- 4 - "' --- I ­­1 r-- - , I - ",, I - i(I .;,'.� - " , - ; ,� - MIN, THICK *­1 � , ­ I z­1�5­ - I � I , I �-' I I . 0,024 'L 11(7k") I I HEMMED \ rALAWZM sum I -- w , 11 . 671 , I � �- " �1­­ I r". I EDGE ASTM ABW " IYP, [ - '. .210)0- � '084, "PW - �-- � L -I,- GRAD - so m"k4um HEMMED, ;�- I ! ,."'m - ,E y- j 60 , MV EDGE - 125 - 4 OCTAIL A i . 0"' -I�IIco­j 49 1 -- - --------- � I - - - - I_ 1- - 3�5- - ­ryl, " (TYP) - -71 - 1 STORM PANEL - - -I I -,,,, - OET,AL- - - 2.000', - I , LA - PANES SX411 BE INSMLED ALWAYS - -- 2,357' - -' I FROM LEFT TO RIGHT W/ 1/2- LEG PANEL (�) -H- HEADE (�) IF' TRACK (�) ANGLE WIT14 STUD AT END AT LEFT SIDE OF -­ , -1 --- lyp� TOP EDGE 0.024' (Wil.) I I I OFINNEL I PANELS IND LIP � - " GALVANIZED STEEL - 1 .3w ..270' � 1. I W/ HDARD EDGE >- ,--' ­ �,,- - I i �.T .. PANEL � I . / 11 , A� If , I -- -- 1, � ;1 , , I - -1 - - ,a 13y, 0.270�j , � I .�,,, ` ^ , , -- - ---r- , zw- " - - �' - ��� ED.. I i , Y - �' I - I /:/, �-, -1 ->:�, , ,141. � I � .wuj) a 25I / - -:��-,- - -, -- 0.6Z5 01375, - i I I I ..i '6�-25, ­­ -- ---.,� I I I I I I �=�--:�--' 1407 . , I I - I -1 � 00 MO, ,�, I - Z-591­ ­11- . HEMMER -, - , - , ,- - � ' PANEL - - (1�1 OR (R - 2.250' - I I . I ,- - �J - �.- .11 � � - �ZF0270­ 1 I I.iI, 1 METRM­ywN-"jAILA 3 i.7 - , j � ,7 '.1 I 17,2IS, i , EST, I I � , 4 ROUNDED CORNER 0 ENDS Of PAWL'S I, - 19I ,093- � I -� �­ u,.$1*, -2376, -- END LIP ill/ HENIMED EDGE, 1, , i Z�- , I (Pil S) 175, -1-1 ...... TYPI BOTTOM lffAU,J r­­ 1500* I '091, OW -0 I (�),KEY HOLE MHER (�) - ­- 1750* 072, �TVP) .7501 1OS-HIS4 ALUM A11DY KEY HQU AT PANE - 750' - I -, . 2,1 -I 4 . *SEJE SHEET 6 FOR ADDIVOINA, ­ -- 4 2 -.750-- .81 3 LIMITATIONS If SLEEVE LJI 15 I 1', I i afl,- , I ' ­ _ .125* � ONLY VALID FOR INSTALLATIONS IWO 1.250 . i .375 . (�) SLEEVE 2 1/8 4 A. '� - WOOD STRUCTURES ---I VAL-LEHM t�"ql - -- --f 1-2.ODD* - , .0 00' 3 7W L- I L� ­, %3" - --' I ,2!!, 2 �Go It Aol� i WL - ?SA8 - - - 1-11 (TYR), � 8--0011050 L .-- - -- I_: "750' ,2W-_ _ � ' � (7w) (�) ff&-aLjiEA= I -1 - - - - I" FUR. TO 5' M.. --- -- , I I - 2 BUD'- -- I I @ ANGLE WRL; (5 'J' IRAQ 4 PANEL MN9ER "4100th" .j!L4- - ­ - 3.COO' 3iI - I , `,--:.,2-, ��.Tg/oq;�,I,A 0 1/4" moz I ,"'-'�"'�� I - ­ I I (USE ONLY FOR E-Z HANG STORM PANEL _: �So" ."- - �,,"'W',--�Wllj - -F � �"j\ f- F--�:�'�,,- .r',',e- 1 482 4g � , .47;� f- - ",275- MIN " I _ , - SYSTEM) 6063-76 ALUM. ALLOY -1 I I - -- ­­ - ­- z . , I?'. I I-, ­� I f . : � NO,44167 1 s FLORIDA BUILDING CODE (Non High VeLocily Hur Icane Zonfl)j 11 — �� ., ,�"!'. .5ro, L, - --MIN OF E(S) MIN. 0 0 2 -- *-:�� - -- ----- --- � * �� 2.ow- 1 ::�� ,�,, 1 ,� [r I, �, . r : z "fal. ",.vc., vw� 24 GAGE GALVANIZED STEEL STORM PANEL FS _1[�� � DES, 't " ; ' - MP) -201 �,, I f-­-­-­JI I- ­ , % -&,, STATE OF ,., , z GRAPH 8,11 ? -- , . I — I I " ---S k. � ,� - 2.000- - .- ­ - ­� ; S, IT SECTLOVS -- -- - .250' � .. "" MIN � 0 GLOBAL PROTECTION PRODUCTS, LLC. �� '7/27/1,010 �� I , - I— A i ,�- ,� ,�� ,�� �,� ­­ - �� , 'A . 5;��­ 6 STRIM -2W TILLIT - T. HE .". E-M--w ,-/ , I III- -mg-01t, , MKPI (0�)W-764& ma Tiely,"I 20-175 @ BujLI -r (R pu&I fir TRACK @ & (�� wzwsicu wiNGNuT � - cpavet; - - M=7-10 J - I - If - A 1 - 111. WPI TRACK ANGLE (7AMAr 3 ALLOY) III uAl'.-ORATURI , =IM!41.1i, � 1-427EELTW2LOH, - ----*--- ---­­­- ---- INSALLATIM DETAILS FQR REGULAR ELANEL I � INTO POURED QQNCRETE OR CONCRETE BLOCK STRUQTURES ALTERNATE CONCRETE ANCHORS LOCATT I CONCRETE ,A. (SEE SCHEDULE ON rKSTT,iG POURED CONCRETE -, , I (SEE SCHEDULE ON � DOSTING POURED CONCIRM SHEETS 9 THROUGH iO) OR COMORFIT BLOCK SHEETS 9 THROUGH 101, OR CONCIII BLOCK REOURED. - REQUIRED. Z, '' M I 1+ j, _&TEII LEG , - ---f-D �f,'�� �/ LOCATION CONCRETE ANCHORS � ... �---,­ EXISTING POURED � � � - , , - (SEE SCHED=. , , � , , - CONCRETE REQUIRED , .,-,f. I -- - '- L cill .. -1. 111.4 I - - I . "', I SHEETS 9 THROUGH I � ­ - " - ��'111 " - ­ ;� ---,. ­ el , fr I I ---" -11, �-I � � � 11 � ­1 - � 4 " I W/ i , ; �� I - -- �. - --w - SAMI - � I F i � - 4 - - �; I I �� �­,,, RX So'O" OR ,I @ i , , - , I I ., - I I I ,/.*��r - - A/ I,v, ,/,* , =- j tI , , 2� . U ---- -- - I . - . CONCRETE ANCHORS ---- 1111��, �- I .1 - 0, ac :: ,','�` - f ---- - ­ ,- ,. -- 1 1 I I— ., ,� , 1 (SEE SCHEDULE ON 11 ,�, i ,,�",; IT I J ll� ­­­ - ­- �. � �-, i . . I F Q. I SHEETS 9 THROUGH 10) I i I � �� i I ! ,, I SAI � (��_j IT E'O 11 11 , , ­ I , : . ` I "Ill, � " --- V it.. :: ­-1, I " ", �.. 11 ; I.. i ; I I I , � - PANEL LENGTH I p � I � I - � , !� " � I -11n. i - - I (SEE -- cl ) "I'll � � 0 I I '. I ­ !� 4 - -0 I , MA, -O.""I"Um �2 [ 1, I SEPARATION I - c!) ,, Z�o I I - uta�. I 11 �� �1 I I I I 0 1 0 GLASS . il, , . , � III I A, Il-, I ON SHEETS ­ I , - * l(SCE SC44EDULE DN TO CLASS I I 2 & 10 9 �14*1a� I v f - 11� lim" � A,_ .9 SPACER IT I I =. .X11 ILI -q (SEE SCHEDULE ON I in lu* I ON sHEr7 1) I . M.A : I - 11. -1 I SHEET 3L 'L' M... I-- .", " --I PANEL ) III, - - , --- 4 , LENGTH ­ - - i, � =",M, I � I, ,-jL, I ­­ (SEE SCHEDULE r - �� , 0, ; W6. � Ir- IT � SHEET, 3) I 4 ­ ,-- ­ -, (SEE SCHEDULE --I j �',, - r 1, =-,=-� PANEL ECHATH I i 3) =,A I I ON S14EET I SEPARATION � i I - , %1I I I 1 I—, -, TO GLASS, 1L I �Dl I � ­ - (SEE HEOULE I ­ --AI �­,,�, -"!-- I L--- 7­­ Ii- ---- . — ­ �, I— - ,� T­1 I �. SVC I � I 05OX " 'T 11 if ON LEET 3) ­ 1�� I � c � i I -L �, ,��, ii,­�,,�­ � OF *L 1� - -- �, I MAIL. , '. -� �-,�-�,r�f,-, I , ­­ . I -�- ­,.-.�, � � a I I MAI -----,�-' -,J-',�.,-'­-��-�,- I I " , : ­ , I � - . 1 40 AL ,I I �, '�: I;, @ ,�.:;` - I f : - �',-,',�'�, 1, ", X I 11 SIM ­ OR I � ­ . , F 0 . - I . -- � t � t ED -�:. � SPACER _ BE -L- I "' i" I :,�, "." I LENGTH /2" ac. ... � - � -- - , � I MAX IT I.- ," � In. i ----;�--�,- H t- I ''I I , , - kizil., I I ! ,�.,- ., I 1 IT -- -- - I'll, - I I .;, - 10. I. - 1� CONCRETE ANCHORS 1 jq�­­ - � �, `�-` � - �'. I , - CONCRETE ANCHOBS­­ _ !�-.I,, , : j 'wlo ��111 , , ,`� -.: �, I C-4 ­ . LL (SEE SCHEDULE ON ,I, 1. � : � ... ��': ,1�1 1111 ' EXISTING POU"Elp ,� ', . I- ' .L �; , I. t `SEE SOHE- 4 CONCREW " "­��,� , � " EDGE OF WALL 00 SEA SHEETS 9 '71H� I �- -.,� ,-� , a 11� - ,a) �" SHEETS 9 THROUGH 10) ' -r 2 I/a- LONG VAX, ALUMINUM �' ' *1 . .� I - FILQU."LL' . , (ALT, OINCIIJOR) - SPACERS 0 6 4" D.C. VALID FOR . �, 11 _ - ALL DESIGN Logs AND PANEL ",� _DISTINHGOPOURED CONCRETE EXISTING POURED CONCRETE I LENGTHS PER SHEET 3. 1 11.1 C RE'tt BLOCK - I ��It - CONCRETE McHapm- [III. CONCRETE BLOCK � REQUIRED. . ,", RFOUTEKED ­Ck I' MAX, LONG ALUM NQM SPACERS 0 E.D-- I - -, � (SEE SCHEDULE ON """ I'MELE , "' T2 1/2- O,C� (SEE #1 ON SHEETS 9 THROUGH to) - SHEETS a & lo) QUIPING AND N OR MQUNIIH9 I QUI MOUNTING WALL MQUNIINQ W ISMERS a SCALE 3/8-1- W%T� SCAUC 3/8-I, "",%%%nll ON", � , A-..!��;>!" RN-",!;�?, - 41�;�, 'S�i�; .. - Nse* 1I Z, X)r, i .... X�c %. , - FLORIDA BUILDING CODE (Non High Velocity Hur icane Zone) z -­ - - - � .: a.44167 *. I � TILMM - 24 GAGE GALVANIZED STEEL STORM PANEL ClI. . = * , * 5- OPURN sy� � * -. . OTE FOR ; 1, i - Z 111LIECO.. '\ /27/"" E�D. -, EDGE DISTANCE % -1,.. STATE 01�� I z PRODUCTS, LLC. in . ; 7 �L' C. \GLOBAL PROTECTION ­.FF�­�� 0AM I` _ - � 400I S.� 51 SIRM - SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE .� ;�--IZ4? 11 I'Vintil . KNoOtoon- �� -wT alw, HE 3MI'Twil A SHEETS A & 10) COMBINED IN ANY WAY 10 SUIT ANY - ... W­ --..,. . """ II (WKSWI FAX: 20-175 INSTALLATION. /6 ...... �4- - 4* - ........ - - ..."'. N. 1 cl-0=719 NA -I - I - I - . �,-., ----- 1111114.1-�,��041` � I ff I �1� =121,ia -- ------ --- - I I - - -- , -­ I — — IN�TALLATION DETAILS FOR SERIES 209k & 1000 E-Z HANQ STQRM e LN&_j INTO EXISTINQ­W09D -ST_RMgjUM - �1- ­�, 1;: qrit IA4 se.nm a 0- Ox W/ - I I --o — , FINETRUOKAN " I I I "I - 12 41, THRIDIOLD ­. � 771�- --7 7 �, � -, LAS I ­:�� ­ , ,� 1, ­ . � =. 2*A4, woop . --- .- �/4 I Scw-WS I v O�, -I, " I , ­ IOIEP".G WOOD HEAM I I ITOEIASED I -- I t,"'. LAG wn" * f, De, W/ � - - 1/2, IM, THREADED PENETRATION �- I . I., - -- F, J� 1� I i: RAI OR OH DUCE I 112, At", '"AL,= PERET"", ,-- I . I � - I ,R) EXISTING VION. HEADER I 'I, I t I -- --��t e. � I� --- 0A C-L IT4-1' SAI I I - . - - ,a ErSTING Y"OOD . -1 ---,r , - "; I ) ,� 1 j; ) . - "', IF 0 � L 'IT L. � j, /�� I I ­- -77 I j /4*.-2N3/­ . us I , I � - I I I I "­ - I T�,132' WTIIC� I . . --- @, �. 114.1' 5M.S. � . - I- . I: . . 6 C., 4 1 1i I � - - 11 @ I : 1 �,- r 4, ft� - 11 0z, .1 � . 11 1. I I 5 �, ,:i � --I 41", � I I I i �l --,Y�'. LM; SCOERS 9 51 Dc' W/ ". � �,d C� - I If . i r., . . k vw, SALS I � � I I � � � I/ -, 3", nt,,� � ­ � , W,� 'K.Dco Pf�hvwjo, I EA, II 6 0 1� "Ar T - I SI 7/e**I2k : � ; '1/2- E DETAIL 1/24 A, I ! EX'ST,Hc WOOD HOADEAL . I - : �, . ,, VANG Nutfs., . I IA I , I I -I VIIII I - ­W)ff, ,�.Rklqwi- ;I OT EVENT 0101) � � , r "I E MAIL ,12t . . II ��. I ,.,�A. I ,, I 1 I --SOY III i 5 - I 3/16' Ar- POP SUVIT 4 C-1 #14,1' S-, - 1-1�14-- , � C;1� , I I - i 9 WOWRI ITF EVERI E) I Ek END DI 0 �� ,­1 (70) I I - I �,L � I i at �, " ... I I 61- j :�7N/24 A I'll I 1 7=401 - - j - - - --r --%11 I ,-, -I ­ I—— - I I ACUL NO, ---c , Ili i ­ - IXA R REQUI I I , . I 41-'. , - I - 2 9/16, Mh` "' - --�,- - I VI III, - SUIAPA11ON - i ` M, SC I -- I- ..­� - . 9 7X" I i j la GLASS MPARAI - ". � , I 0 - ID GLASS, A�" 12 O.c, --- � D, 9' I �.- "'P, .". -N, 9 �,'x 12 R� , - -r� , PA,I I �, if� � 1 . I 1 ,w­2O.:t/4- - 10 �tASS I 1/4'-'q lij*' 11 FEW F, I� '� '113'i" � I L� V tl� A V 5-1- A i -A, - .- ,- A ­2 q/il I ­11- ? ! ---)I- I .@ I SEPARATION - a . IT 0-z . /I I TO GLASS, ; fvERY OVERLAP VIEW, *1TR`AF ; §§ 2 . : ,I I - ,,, -, ------, # -� 4 -- � J, - 1-. � I .I I I - - - 11 - - , 41 ; i t� I i - �: I � - 11 � i ; I I I I e I - - I . I I I g I ii� IN I � - :, I I � * " , , I , I �, - it , 9 5 I � � I -�- -.9 � ! ni I -1 I !; ,-, � . 'I- I I- . , ''I I � 1 1 � S g III �, - � I , ,I � . ! a � � j - - ---­1A-L- 4 ;L, , 4 I I I .1 , ­ 11 � . , ,;i � .", zw'w II I - . . ,, 3 C­ - . - I , � I .!� , I -- - �- - �- H,3/32- . 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V, , M I � 1 7 er� wFl. PONETRIT04 Z . , T , I I � � 5 � I� �'­ � � I CPn HIT, I Eptilow I I - ­ ! -,/,-. 04 ScRI a r - 1� ; "I-1"10 Ii . ,A wu � I 11 /I -Z =1 %V411EVVIN 7� p*1 W. ,� I 1/2 ul� THREADED . -. - , R i -2. L :�(;Z'lu In I I ­ .�&A .., (I) 2 - "I a .0WITH OF PLATE ft" MQUINTIN Q A ( � r,E,X' FLAT OR tw � . - "',,, ro. WCOM PLA' CA ON EDGE INSIWAM SCALE T/4,­, .1 I . I Ii II RECLAIM fvG . "W - AIVE I I - - . Sc4f T/4,­, ,.�( I RUILININO ., � I L A � I MIP7ALLATIONS , 7 - � INVALLATION ALTERNATIVE AN 1. AI ONLY YAUVI FOR BULLD*IGS W�H kS G , DES11 �OADS JII '-T. *41S,a -75,! p,I AND PANEIL'S LENGTH UP TO Y-10' �r 1�: . ..... 0101111IN E SO&E '/A--l. ---,--.= .oli� 4 ill RNATIVE 31*W rim; ,IT-- ,-I� ,-:. - " ­ III ,YN ..6 ­�...�,0I SCI 1/4 - , FOR IIII WOOG FRAME CONSTRt�'TION WOOL, MEMBERS T BE SOUTHERN -je ,�� �.. � , PINE �­. 2, V/ SPECIFIC DENSITY OF 0.55 OR EOLIAL , ,� , , I, EN - . , $ _ t _ .. FLORIDA BUILDING CODE (High ValocIL), Ha,rtcojo Zone) - lim LA, Z , '. z - - . No. 4 . - .0� `,-1- - . , , AT - = * � . 20 GAGE GALVANIZED STEEL STORM PANEL `l' = - * -: UPPI ., I*: - - = : . - � I Sssw:���x,�T IT 2-,p,---I S --a 1. SIM O;I�� . I - , r_----------------\ � �Z'� 'N. - IIIOTEC11ON PRODUCTS, LIEC,j ""'"l- � � - ­ .I'--.-- ""o ID � I / I 111LIEC011iec- \ GEC' - ".. Ill 61110IT .�- a=-MIL-20MONEEMILM-um" - ALVJ I .XQQ2-E86W",`-- . r�,­ � ­1` .= Its'. A , QI , 0 116 4form., PHow DFHx­— "L 71. TOP A BOTTOM WAL"NFIS CIA, At coNtwILD N NTY I law 'I"'I it - ..".. - 9=" -n III: 11:01: 0AV-1- - 0.4-­ I .AT ID SIM AW IN51ALIARCIN SI ,/.. . T. I - r AFF _ AY ��.,J� �211-1 I Ta"If - SI,UTTEA '"'Ac"S I'D, .10- I � ­ r­ -, 11,16I. �06061';G '. - ...I . i- . . t W&TEA A, SLILT 1" "L - . - - ---I--- nbank LL, I 4.-III, A . � 1 � 1 � I - - - - -- --- -- ­­- - _�, _ -­--t=1=-L"j I I Ili 'i . 6 11J.1t kwi I, MMAWID! 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DESIGN PRESSURE 94MNG (R.f) (. _ _) CONCRETE & WOOD tFISTALLATIONS t __C__ _�:____ + jz�'. 12,-01 ----Loo- 2so --TZ7-- G� --' IT ,-a* - Jiw­ ,w-r 10--g- --- .Ts�v­ -TO7-70�- IO.­O- - 10�1- 9�,- ----!TV - ,�-iF- --W---�F- ----:!m�--- Soo --T- —I- --i�--4 --- -- 4wo- -- a-*- 7-,-- -- -8,-­G,- - - � - - -­­!!ku ------ 550 ­­ ---_!�J- __ B.-III -­­- . 7'-7- _ -7;---;- - ---------' A�57 - 7'-B* - r-O* .—..--- - --­�o­ -1�­—;' ---!L--101-­ ,—Sao ----!�v I— _n:��- - ­�-- -­±2:­ ­�' ­­�:­ -- -----?�Io— ­±�C­­ ----tw a -,,,- NXEO -­!—*-v­--L-�L-. ,-L-±'- EI W-T, -- 6­'-1?L-, 5,-Fl* -5'1--0* .... -- ttao ­ 5'-71 .— T15O - ----- 31-91 - — -- TISV — 51-51 - I) - ­ U ().M,,O,(�), I MAXIMUM PANEL LE — 1)� @ 41 'L+- OR %-" (ff�) 0 MAXIMUM AS'O� OEM PRESSURE RATING II I+ - -) * CONCRETE & WOOD INSTALLATIONS t - --L.--F L---- �­- ?i -0. ----�!O­-, .-----' 26,0 ­14 121-10, - - tll-7'- ,fAa fl,�, 10'-7' ---- �9-0­ --;�;_-1D:- --;--91;- - ----!��-o -iL±.L- --!L-2-1 -----!A�O­­-­ 50.0 -iL-2L­J�-­?�-- 8�71 VI-2. --- ---iTv---- --B,--Jl -- --;-1-,--9"- - w.i---- - 7'-31 ­ arlo -.-!4­GL- 7,-O, - ­­ 7�2* - -----k:li--- ­ T--5� -- - ---- 1-1 �- - -f- 6*-,d' ­?Iso- " -1Y-1. 0. I,-,,. -;7- - _37� -�� - - -,-- asli --- ­ --­EK;L* --- ­25-11 loo�--­ ­�V6,��­­- - I pao I rio­ 7-7- , ,- ­ a - - -T-�;:- --�:3�­ - tl�,-�-- - ------ - ­ -61-T- ­-­­ fi,-) - -7-,i�4- ­�--;�­ ­­-­­ ,--,,­ 5 ,- 1. .1-10. . I YS'pr - -- 1 4'-8 MIN"" SEPARATION TO CLASS SCHEDULE MAXIMUM PANEL LENGTH WIND SPEED 4 170 ,F� I, VGND SPEED > 170 Fl, IIIII ("') UNRESTRAINED j RESTFUI ..,��,NNUNSQ I RESTMRAM 30 OR LESS " , I 6 I/,- I' 1 I' r. z ->33 71) 90 - " r-1- , ,/2 ' 1 7 1/2* ,;;a 1-0 IZ- -1 - 1 I- 7 I/2 . 1 7 112- 1 [�- - -- " I - -D E/1-j UfLIIUIIU PAMITI I C'MnTU Anil rng? A iWrlll MI(ILINITINIn entidnITInN ­ 11 ­ � - . ]�Slxtsl -f- T,Mll -06LD-Ow -r TOP DIRECT .0. . U r ANCLE TROIL WONT HEADER I HEADER I A'W', TRACK W/WL SDTTOM I I - _ _a;6 C. - nsEsnf -- i 'r .12" .12- . w _ __E_ _ 11 -, 1. I 4U, *, is, 32" 112' 32, 42' - ' 33, 38, .1:F,07T-R1%PN7-:-b----- 55 . -- -- -- --i7� 3V 32- Z� 1 -66' - W --.--- I IRALGI *r TRACK: ANCLE i W/ SIDE CLOWKS W 32" 32. 38 . I ow 56, SIT* -I-- (4 i3VAwSQ­U TL TRACK Swo, . --;� �Iw - 32 32* OSUFiM I I 2/4 lh_1/4, 3/4, 4/5, 5/5 & 6/5 IWIS, 2W/6, 3W/7 & 4W/7 1* MAX ­ ­ ANCHORS (SEE SCHEDULE ON ----,- -7 - - -- - - - - - - - _ _ _ � Y MAX - . ­ ----_ SHEETS 9, 10 &I I) MIN. I I' AM ­ - a 0 � . a * � � I = � I T-I- -1 - F -1----I----C­-J - - -F--r I - �, -- r-T-­r-r--r-­T--r-r-i- I 1. II I I I I i " I I I 1 i 1 1 1 I I i i i I I 1 ;/ 1, � � I 1 I I I i I � � i I ; I � I �- A 1 1 I � i I I 1 1 I - J I 1­­­ 1 , I i I 1 1 . t I 1 -L.. I 'J ­J­-L., ", , ... � I -, - -- -- ­­, - L - I ­- J­j "j- ,L,, I J1 J I ­ - - -- L 11 � 1-�, ---- 1--- r----- � --"-.---.--. I I 'i 1, I I I 11 ­ I— --- -1 1 - 1 11 I , I -�r � - �. III! -11 11 � ] I , ­ I ­-r-, . I . b� 1 1 1 I I � 9 I � -7-11 141 ! I I 1 �1 !,-4i, � I � 1 - -"I- � i-L­L­ i �, 1 1 1-:1 i � � I . � 1-� I- I .,#DLTED PANELS ill/ Y40-20.1' 1 ! I I i I I LAP 4 j I i(STIE SECTIONS AS i 1 I i I I j . s S M-s- MET W/ 0 0 CA OVER I . . I (SEE SECTIONS AS APPLICABLE) I I I j APPLICABLE) I I i I I 1 1 I I I I I r i i I i I I I I i , I i I . i L , . � I I , . � I ; . i 1 1 I I I I I I i I I I ,I � ! L- � 4 : : i , - I I I I I i � I � 1 1 I I 1 f -I I '.- - . - I �. I I J - I ­ I 1 , I S � I ! 1 I I - , I i ! 1 1 1 1 I : I I ! 1 1 ! i 11 I � I ! I I I I I 1 I i 9 . � I . . 1 I i I I �� I � i � I I I � I I !!! i I l I � I .. I 1 ! ! i I I . , � , ; 1 1 1 1 j 1 I I I I 1 i 1 . , - I D�M­ - - � i I - 11 - !I i LL i -1 ] i , � I � 0 i 1­1 0 j - I -� t 44 O �-4 I (�), (��). J- , J - L � , - - 4-1 - I I 0 .--,L-,*, .M�mmm.,,91f� --- -1 I � I i ­ -- - ­ il - ! or � r MAX I L I , ------, -:3- MAR ­ I" MAL � 7 :I 2/4 L10, 1/4, 3/4, 4/5, 5/5 & 6/5 ' -I-' � LOP I WIS, 2W/6, 3W/7 & 4W/7 � - - - ­­­­­­ANCNCRS (SEE SCHEDULE ON SHEETS TE, 10 ,tjj)--- '' ' ' ' ' ­--� REGULAR STORM PANEL61) ELEYAIION I 2.6137' MJ.S� '/0 III- CAP ()#it OVERLAP -1 IIHOLE V411I ,I I I ­ 1-1 Ti. N.YfI � :_�_� — -,;��------\�j i' Ip \,/,-. I #-C SECT19N A -A 1-III (11) NJ.& (I) L4; MAXIMUM ALLOWABLE PANEL LCROM FUR A GWEN POSITIVE ATEV� DESIGN LOAD. L­ UAX­ ALLOWABLE PAN! LENGTH FOR A GIVEN NEGAINE A-S.D. DESIGN LOAD. (2) PROCEDURE To OMWK MAXIMUM PANEL UENGft ONEW A POSITY& &SX. DESIGN LOAD. DETERMINE MAK11" PANEL 1019I �E�* FROM SCHEDULE. GIVEN A NEGATIVE A.SO, DESIGN LOAD. DETERMINE WXMUM PANE), LENOTH 'L-- FROM 5 ' LE qNk MAMMUM ALLOWABLE PANEL LENGTH IS EOW TO THE MIN OEFERMINED PANEL UENCIH BETWEEN -I-+' AND 'L-'. LIH SEE SCHEDULE Moiv FOP. MAL PANEL LENGTH MR POROSPY QW4.11FICKTION, . NSTALLAIKINIST ROO WOOD ARE LIMITED TO t 95 P�A, MAX, k&O, D;�. PRESSURE RATING L"'WAS ,e 5W,ftfin A, It', & 11 FOR Mhl� A.S,o. DESIGN LOADS & MAX. PANEL LVI MO * ( I b� 44167 *-- a- a &Mo INITTOO, AKI 24 GAGE GALVANIZED STEEL STORM PANEL I 111. I DO," 817 -,O,* . - * . k `W-:7 ,FATE OF ' � �,�t�- 11 - / -- 1 � IILIE—\ / C 0 , ,, � � GLOBAL PROTECTION PRODUCTS, LLC. - 07/171"" - -04M -- �- e `--111'� --- 'ORION ... �� - "" A 6;;Ii, isce S.W. 5. STREEII 5I.E. FL. 3MI. My TEST " a A ---...--., I. 20-175 �,;, , ,�wri;Wlvp, " / �Cwm­ - PAGl (itmNifit'so, FAX fRAL.Itme-BAP DFAING �, -.1 — I- �7lg wMiny A T1111 � I � - Tr n tI;;�Fw%w�v-TvRm/- "I inu," 3 OF ii InammOA �4., PE _ ; I - -- - - - F .LNSTALLAIION DETAILS FOR REQU , 1 INJO WOOD STRUCTURES � ,­­ ­ ­ ­11- ­ 11 -11-1--­1 -­­----­- I- I 7� '- -­-, 7 ----- -- ---- IWIP:- - ", - - ---r, I ;­- ­­ - I , � ' �7 - I I , , - i I .� k JI � . - . � ., , - 1, � I SEPARATION I - 1 ,7 , ---i, I IT - - �I, WOW ANC40RS I I 1. a 1 7- ;11 1­ -I -- TO GLASS. .... � I l�� -TSEE It� 1 I I , --�,. I (SEE SCHEDULE ­- . SCHEDULE ON � I - -,� I ;� , I I - , 'j. I - , . �1 SHEET 3) 11 i�! SHEET 11) . , ON 3 HEAD WILTS I 0 .1� 1 , - . I : , - O ., Or - I - , - I �� � � � a 1/4- D.C. L---.---- ... �� . - -�L'l 9-- I I � I I . - - �:, - - -- � - -FA --:11 1. ­- - ":%.) I - i -1 L: 1 1 1 i Ii f I , , I i = 1-1 � � , . , I I I I �, � , .1 - ­­­­ I—— "L, M. I I I I 1- - -1 - - -- -- 1=11"� �, ' . I I ��, I PANEL LTINGTH WOOD HEADER �' 1 , �)� .C2� , I I I., , I - - - I : WOOD ANCHORS I I I (SEE SCHEDULE i - ­­ REQUIRED 1� , ! � I (SEE SCHEDULE ON— -�- ­ � I I� . I I �­ , - � ­­ - - - lI ­­ - ­11 . ON SHEET WR - lI: 1/4* . ��,, 11 D Ir � �� SHEET I 1) . � �� .1 - l,/-,"i Aw. - ., I , I 'a a 4 w � T -- . - I tn . SPACER I . �. �. I _ SPACER- : - , I- , � ,� 4=06 q, , � �1, � � � li -cl t L . i -- . I I , , L I - I LENGTH -1) tw­ I . I % - , , , I 1. I ,� . i I I -1- i WOOD HEADER , �, ED, - , � - A . I � - I . 1, I - -­ � I , I -1 I � . 2" III' . " - .. I I I I A REQUIRED �,- I Min � I , � I - I I �, I I 1 1; lo� ',��t � - ­ I ­ - -�) ! , ' i -- - 1� , . I I 1� - I- � I - , I" I I - I -��I- � T , I � ED � ­----41-,� 110 I I I I � , I ­ �11 ­: ", f'------1 / I ­­ � - I -1-1-11 .... I— I I I I � I - Ljr;11 I i . ., I I ? I I �: � ­@l" III LONG &OVINUM SPACERS 0 12 1/2' I y I I I . O.0 TABLE 01 ON SHISET , - f . (SEE IT-) r - I - j MiF. i I 1, . � SEE NOTE *- BELOW FOR LANTAPONS MR I -4 , , 1 �! I 'r - (j) 1 1/2- LORD SLEVVES. S I CPARATION I 'V MAX� 11 � It" `A` . 'I �Ii I i r � 10 GLASS. - I PANEL LENGTH I PANEL LENGTH I � I SEE SNEWIF (SEE SCIFIEDuLk I i iSFE SCHEDULE , -1 � , � t�� i , � li� - PANEL MATE FEMALE 10 OR PANEL MATE r( GH "HUT ") i ON Slim 3) 1 , - - A ON SHEET 3) 1 11. i I , - - �11 I , --, r 1 , � ,I , PLUS (SEE SCHEDULE ON SH,Sr, 11) , I , `fta� , - 1 r, , ­ � 't ; %,-� -0 M" i I ,J ,I I 1 I 11 SEPAR, 1 � 1� , I � ! AT.R � E'USTING I ==I -el EXISTING— TO GLASS� 2'0' WOOD -- ` 4 : � A I ­ - 1 - - � CLASS jgSVE SCHEMII PLATE REDUIRED CLASS 1 � I I I ON SHEET ,)) : r(D DIREO MOUNT W1 SPACER 4A I I I I * - t-- - ­ - ­, -- I - I - I ­ 11 ALTERNAITIVE 2W' v- -,A - -I - 1 , 1 ) r-, . I i - -II SCALE 3A.1, I ; t. , . j .-- , - �- I- I \-�11, .. I L-----, I 0 12 1/2' O.C, SZE TABLE III I ON SHEET I I FOR MAX, PANEL LENGTHS & i I sox I , - MAX. A.S.D DESM LOADS FOR THIS INSTALLATION, f OF 'L, r .1, I i I - ! . I - -0 - -I ­ -- I 1:�I I - I I �-� i I I t i ! . ­ - I 5 - I - OLE a, I - I , �. , 1 a 12 1/2 I w � I I I �­ �� -- ­I 1, ­ - I , I I - ---­­11­-­---- - 6 � I I _ r _ � �_-_,BBCOGOM I- +- I I " tao " i � . I : ­1 I - WOOD ANCHORS I ** mm i I ! ki-- - - ­ ,-,- - I . I STAGGERED W/ STUD _� ­ --j F I, , - . I (SEE SCHEDULE ON I SPAM VA MIT BE I III LONG. W� i I_ , 1,1 m - -fi-----��4- I, 1, I I l I -------­­.­ . , . SHCET I 1) I fl) WMAMDN a LUM TO A ONE STORY SJURNICS Win IV-O� � I , I � 1 � : ,-*=L I I MAX " R" HOOK PHIS 5 11 WSMCMN FROM AW I 2'XA' WOOD I , , 44) i � � � .1 I � � , I � I I� 1�� , L, , �ICOQ ANCHO I OGNONG HINGHT DUARDWYLY POURAICA ON SHEET I J) � PLATE REQUIRED ',�, 7 � : I 0 MIN $MOAT" TO GLASS INDICATED I - , i� � 21.4, WOOD r �,s 1 � , -- � STAGGERED ill, STUD 11, - E20 MICHORS GOWC THOU COWROA00 " =MMATElIFICAMEDD GO I I I (M 94W a um, BE SEXII - ! � , - PLATE RFOLIRED FAMIL VAIZ ") SRMUL K SPAGED ­ i AT I/ C� i ON - 11 I'll - - � 11 --- I I ,� I I � (SEE SOME 'I . , � I I "I �:NJLF I I I III SHEET I 1, compLo WI COOS IS A ACATINCLION FROM 12 i/V OX. w-cm Altolow at j I I i I SIM lft� � . - I it) MAXIMUM I � 1; ] I RADMIT t9114,10INTIS"'Ir � 1 (33 MAX N GASE PANEL Loam IS won TO 64, AT ANY OPENING I I ­ ­ � I'll ­,­ 1'-Jl� 1 (THE 5 A 0MISTIODSON FIRCIM LARGER PANEL L04116 N�UMM ON 1 1 (2) MAKOW STORR RANIC, UDKI IS SCIRIMM SIM 41), I i I WALL MOUNIINQ 1, DIRECT MOUNT 11. I ! I I A t W" MOUN-nNG I 1 (41 ��� THAt $WILL at AS WwAtun ON I . (4) STOIN PAM INSTALLATION IS my � SCALE VB-l' two SFAII " 113 ONLY i I wo AN COSINT wow FRAIA WALL � i ALURNME I W 1 E-1"6 VANDARD NYP TW 200 '[7��EMWM"M)00F%N2STUURXQA . q SCALE 3/8-1- 1 14) INTIALLAI VAUD ONLY FOR WIND I I K-AXK ow . ZONES 1� 2 . 3 PER ASM f ! i i I&OH.Co ,&IIIIHO"y' I i - i 4 .-------------.-- ! - Lel�i,R A, t471's ; /,;,� 4;,, 1 — III ., V . ......... NOTESm . . *1I 4r ." v �, .. \Ii� -!;� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) . I � INSTALLATION ARE ONLY Vk1jD FOR VAX, A,S.D, z - e"Inc, TITM w- � j x , No. 44107 1, == 24 GAGE GALVANIZED STEEL STORM PANEL I TP., ,URE . z * , I - IMANY DESIGN PRESS RATING I,p�s I) AND PANEL LENGTHS = � * I - * Z . TOP & BOTTOM MOUN7LNGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = . . - COMBINED IN AW WAY TO SUIT ANY ALTERNATE ZVI') -- -,3,. --- = ��- / SIATE 011 - t-� 11LIEC 0 GLOBAL PROTECTION PRODUCTS, U.C.1 07/2"n""" � ,p too-c. 11 -*� I 5� 4 � -- INSTALLATIOLIN, 11111 I , 110RIDIN�- =,-. - - MIOG SK. 51 SIREEIT 1 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD "­­­V m`U­ O"Imp FL - i 20-175 - %,"F --------- - , "ow. a,' MEMBERS TO SE SOUTHERN PINE No 2. W,l SPECIFIC -poill LPII "-I.. FAIL (-.KllUHIrnLY - ­ - - I W.M.'a I., ff1._---,, DENSITY OF DI55 OR EQUAL. 14MIAMPElp , ruit/uolt CA-VOGII WALTER A Tw�r &� PI M �­- I I I � L.- I am a 9 4AW7 � I I ­ - ­11. - - � - I I ­ ----- ------- .---- � �9�1� (C) LQ­4�-aM,wjxj4-06k1M _r�­R,IIII-MIILI. Wtg&,&A�e A.G`d-.zT"rnVAW!AfLW �GOC I I UMFNT (EI I" BEEN VERIFIED FOR COMPLIANCE R, A'COMANCE 1/4"It TAFACON ANCHORS, AS MANUFAMVRED En OW BUILDEX, ING 'TH THC 2020 (7th EDITION) OV THE FLORIDA BUILDING CORE TRI STORM PANEL SHALL NOT Eff INSFUILLED AT HIGH - JIT4-10 FANCLMATE FEMALE ID AND PANEIMATE PLUS ANCHORS. AS MANUFACTURED En ELCO CONETRUCtICH FROOIECIS� S I WYELDI HURRICANE ZONES (MULAH-DADE / BROWARD COUNTIES). - 1/4'0 LAG SCREWS PER NJI DESIGN WIND LOARS SHAII BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE Von A BASIC WIND - 711VO , 5/8' WOOD BUSHING. AS DISTRIBUIED By All. POINT SCREW, BOLT & �PECLAETY M 1 SPEED AS REQUIRED Ely THE JVRISUCTION WKERT STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTICNI FACTOR I �� KD­0.85, USING ASCE 7-16 AND SHALL NO M-ED THE MAXIMUM (III DESIGN PRES--RE PATDIDS 411"TE0 ON SHEETS C 1) MINIMUM THREADED FIEN17RAMON iNM WOW OF TAPCON ANCHORS SHALL BE I 1/2� AND Z' FOR ELCO PANELMATE PILL - 3. 9 THOU 12 III 17, 18 AND PARELMAJ-1 FEMALE TO IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL, BE III- REJAXED To &S D� DESIGN PRESSURE RATING W MULTIPLYING THEM By 0,6 IN ORDER TO COMPARC -,+--t Iff MO (AS f) C2) MINIMUM THREADED PENETRATION OF LAG SCREW, IWO THE WOOD FRAME UNIT SHALL BE I l,q- MO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS �, 9 NRU 12 & 17. 18 PENETRATION INTO .STUCCO SPA,L BE CONSIDERED AS PART OF THE REQUIRED THREADED PO4CURATION IN ORDER To VERIFY 714AT ANCHORS ON THIS PEG, AS TESTED WERE NOT OVER STRESSED, A MR INCREASE IN &1OWABLE STRESS FOR WIND LOAM WAS Ma USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C, 3) MlNLMUV EDGE DISTANCE OF LABC SCROWS, INTO WOOD SHALL BE AS INDICATED IN TWS CNAWYNC ACCORDANCE WITH N.B.S. 2015 STORM PANEL'S ADEQUACY FOR 4MpAI AND WIND RESISTANCE HAS BEEN vmrtED IN ACCORDANCE WITH sEcr)DN ifiOlLi�2 Of CA) MINIMUM PENETRATION! OF W0012 EI SHALL BE 5/8- 1/4- 0-20 5,CRI USED SHAU BE A 1/2- LONC MtNAAUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS JOBTA 01-01 AND 10219,02-09, AS SHOULD STUCCO EXIST. AM l' M04MUM FOR WAUJS WITH 1,9.1 STUCCO PER SSTV 12-99 & ASIV C 330-W STANDARDS, AND AMERICAN TESTING LM SOUTH FLORIDA REPORT #1 1 2101-10 AS PER TAS-20i AND TAS-2W PROTOCOLS, AND AS PI CALCLITATIONS PERFORMED IN ACCORDANCE W/ SECTION 1TI OF TI­ C 6) IN CASE THAT PRECAST EFONe� 09 PRECASr CONCRETE PANELS, STUCCO OR WOOD BOARDS BE MuND ON TI4E EXISTING I FLORIDA BUILDING CODE WALL, ANCHORS SHALL BE ED% ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUI PANELS, ANCHORAGE SHAI BE AS VENPONEO IN C 1), C 2) AL CA) 2, ALL INUMthEM EXTRUSIONS 10 a 0063-TG ALLOY AND FEMI (UNUSS OTHERWISE NOTED), SEE SHEET 2 �O) ANCHORS S14ALL BE INSTALLED FOLLOMI ALL OF THE REFOMMENDATION'S AND SPErIFKATONS OF TK ANCHORs MANUFACTURER 3 AkL MUMNUM E8Ev METAL USFO IC CLOSUPPS SHALL HAVE 310,5-HI4 ALLOY. 8 PANELS MAY ALSO BE W57ALLSO HORZONTHELI FOLLOWING INSTALLATION DI SHOWN ON SECTION 1 THII 6 LSHLETS 4 4 ALL STEEL SHEET METAL, PANELS SHALL HAW STRILICTURA, QUALITY �TEEII A!1M II GRACE 80 WHAILL14, 0-60 GALVANIZED -,HROAH s) EXCEPT THAT 'IEkxRSQ III@ SHALL NOT BE USED. � 51EIL Gisr"I W/JFY- 1322 WI (AFTER ROLLED). 9. IT SHALL SIT THE RESPONSIBILITY OF THE CONTRACTOR TO VI THE SOUNDNESS Or THE STRUC,'RSRE WHERE SHUTTER $5 TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTLIT SHALL ONLY Of ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME 15. ALI SCREWS TO BE STAINLESS STEEL 30A OR 146 ATSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN BUILDINGS, 5ou;EI WI 50 .Ai ,EEU STRENGTH AND So ;AI, TENSILE S`,RLNGTH MO SHALL COMPLY A/ rt,.RIT)A OU"I CODE SE0ION - - K-, 1W, 3w & w ON 211 ­1 14 10 EACH REGULAR STORM PANEL Wln� LENGTHS OVER 90, AS PER SECTIONS 1. 2, .� 5, 6 AND AL194NAl 4 SHEETS 4. 5. 6 & 7 RESPECTIVELY; SKILI HAVE A LEGIBLE AND READILY VISIBLE M-RI INSTRUCTINK OWNER OR TENANT TO e BI TO BE ASTM h- 507, GALVANIZED �MEL OR AjV -AGA SERIES SIALI STEEL. WITH 36 kv MINIMUM TIVED STRENGTH SECURE PANELS WI APPLICABLE RE EINMRCEMENT DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SMALL BE AS MI I I THE INSTALLATION CONTRACTOR is TO SEAL/CAULIT ALL SHUTTER COMPONENT EDGES W"f,4 REMAIN IN LONT1,NVEILIS ,:ONACT WITH THE BUILDING TO PREVENT IIAND/fLAIN INTRUSION IW a 1X15T-NS-FQv=­9v-4q9L7- I - 1/4'0 TAFICON ANCHORS AS MANVFACTURED BY ETW, BUILDEX, INC JM;, ;'­1192 P.­.) 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS OFI P!JjS ANY BUILDING AND 10FING REGULATIONS I - 1/4' 0 x 7/0' CALK -IN ANCHORS, AS MANOFACTURED By MADILL INC PROVIDED in 114E ,)URISOCTION WHERE PERMIT IS APPU T Q. I - i/4'0 , 3/4' SCLO-SE7. ANCHORS, AS OrSTRIBuTETI BY AiL, POINT SCREW, OW & SPECIALTY CO (MIF V.-Jaw P-0 I -- (I;) THIS PRODUCT EVALUATION OCCUMEN'T III PREPARED ET THIS ENGINEER IS GENERIC 0 DOES WT PROVIDE iNvORMATFM I FOR A SITE SFECJFIC PROJECT, I F­ WHERE THE SITE rON: E DAN - 014 In PANELMATE FEMALE 0 & PARD,MAI PLUS ANCHORS, AS MANUFACTURED Ely ELCO CONSIPUCTION PROOL!CTS. - , /4�* 2AMI NAILIN ANCHQFS� AS M.041,1FACTURED Ely DCWAI NC� (b) CONTRACTOR TO RE RESPONSIT", FOR THE SELECTION, PURLW,SC AND INSTALLATION INCLUDlNG LIFE SAM OF THIS PRODUCT I A. 1) MINIMUM EMBEDMENT OF TAPCON ANtHC*­E MR) POURED, CONCRETE SHALL Of 1 314�. 2- FOR ELCO, PANELMATE AND EASED ON ,HIS PED PRICAADED AII/SNE DOES MCI DEVIATE FROM THE CONOVIONS MAILED DN THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S 415PONSIBILIT" I .',/4- FOR ZAMAC IYALIN ANCHORI �c) THIS PROOLIC.1 EVALUATION DOCUMENT MET, BE MISVERED MAUD IF MOD4nry A2) CALK-W At SSOUI ANCHORS SHALL BE EMEEDDED 7/6- INTO THE POURED CONCRETE. NO EMBEOME14T INTO STUCCO SHALL BE PERMITTED 1/4� 0-20 SCREWS USED SHALL BE 1 112" LONG *&NfMUM SHOUILD STuCta "'I'SIL (,j � SITE Specific Pllwrcts SH,N� BE PREPARED BY A FIORIDA RECIMFIED ENGINEER OR ADCHTTECZ� WHICH *U� BECOME THE AND 1* MINIMUM FOR WALLS WOH '40 STUCCO, AND MAY RE HEADED SCREWS OR ALL THREADED SCREWS W/0 HEAD, ENGINEER OF RECORD � 11 E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE A 13 HIN12 PROPER USE OF TFIF OF RECORD, ACIV14 AS A DELLOATI tFIGNEER TO THE BUT WON WINC NUI-.1 i 0 NCTIZI PIE.O ENGINEER SHALL SUBMIT 70 OFS LAMP DIE SITE SPECIM DRAWINGS FOR REVIEW, A -!I) IN CASE THAT PRECAST SIONC, PRECAST CONCRETE PANELS, PAYER$, MCCO OR WOOD BOARDS BE MUINO ON THE EXISTING WALL In I'LOOR, MK41M Sl-AL LIE TONS ENOUGH TV REACH THE MAIN STRUCTURE 80'UND SLICH PANELS WI THIS PEO, SHALL " -THE DATE 94D ORIGINAL SEAL AND SIGNATURE V THE PROFESEUDNALL ANCHORAGE SHALL BE AS MENTIONED W Z11 Mo IN A.2). ENDIVE& OF RECORD JHAT PREPARED IT IS) ro-;Xi�in.Ng-�lqbrwl.-"Wc,K-*"�L-A�- i4, SHUTTER MANOrACTUPEWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM : :/4' 0 TAPCON ANCHORS AS MANUFAC3,14REW BY I T W BUItOEX, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EYERY OPEW14C LAOCEING TO rOMPLT WITH SECTION l7Q9It3 01 THE /4' 0 . 7/8' CALK-iii ANCHM, AS MAMIFACT104ED By OFWALJ� INC FLORIDA eVJI,DiNG CODE - 1/4"O X �i/4* SOUD-SET ANCHORS ' AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPEcIAI.Tt CO Ill - 014 -11 UANEtMATC FEMALE rD AND PAUNMUMAI PLUS ANCHORS, AS MANUFACTURED 01 ELCO CONSTRUCTION PR%�"Hl1iNjfI - I - /t . . Z4MAC NAUN ANCHORS. AS MANUFACTvRED in DENALI. INC 1P%11Wk A- . �� ....... �.. .. - . N 9.1) MI tMUM EMBEDMENT Of TAPCONJ ANCHORS, FECO PANEEMATES AND ZAMAC MA;LiN ANCHOR, ,HTQ THE i . '--. , vkc . �s BLOCK UNIT SHALL BE 1 1/4I 1 FLORIDA BUILDING CODE (III High Viliotily Hur Lcone Zone) . - ? �; I'I 67 " 1 -A,,2e ,,,UXL - r� 81) CALK -,IN & %,LID -SET ANCHORS SWIL BE EMBEDDED 7/8- V470 THE CONCRETE BLOCK UNIT - ­ z 24 GAGE GALVANIZED STEEL STORM PANEL -2n - - — ','R7-*E 1/2' * C�k*�- - - STUCCO SFQ`I BE PERMITTED 114- X­20 USED SHALL BE 1 LONG MINIMUM S"WID I I Div� �- 1'�TT -- .1211M. " FOR I I AND MINIMUM GLOBAL PROTECT ION PRODUCTS, LLC. ,�� WALL's WITH He STUCCO. S �§% STATE F .� * , I - i I �In , It, ���� 5 �Ri - - � — 6- �k) N CASE NAT PRECAST STQNC� 00 PRECAI tOhrRErC PANELS, STUCCO OR WOOD BOARDS, ar , - � ---- a '=-= , . . DAIL k �w' -175 `0�1 I .�., ­46.,Vll- - ---- INORL-OR-I -.-- - -- ­ 11 fp�,`.I 20 ,- I I , TwUfteI 'Alt EXISTING WALL, ANCHORS, SHALL BE LOWD ENGLISH TO REACH THE MAIN STRUCHIRE. BEHIND SUCH LVIWEI�I , W =11 - OUAMA .. - -olo,511. NCHORAGE SHALL RE AS MENTIONED IN ISI AND I- 62) -­1l#1i",;'nL,,+o0` L =--Tj--1---.-7- -x wN./scPATw./-r , YEF( A. � V,tTt I a ILI a0ft 2� t"L -­--,--, --- I - I I I INSTALLATION 12ETAILS FOR REGULAR PANEL III I INTO POURED CONCRETE 08 COMCRETE SLOCK SIBUCTUM I . g[SlING POURED CONCRETE --- 911.1=rlool CON"'Sn' - 1�1 I � -1 .1 oci, �V,- CONCRETE BI 4.11 PEWIRED ,,q �, REQUIRED. -TE ANCHORS �;, " , �; CONCRETE ANCHORS ,�"_ , ,� , COMM '"', .- ! (SEE SCHEDULE ON 1W, (sty, SCHEDLU ON 11 SL'A .' � EXISTING POURED .—I. . ­­­ �W I $N ­C2 I SHEETS 9 THRQVC" , -, I... . , ��) �1 ---- , ­ ­F I CONCRETE BOGOR 1/41-NI, I F­­ , , -,I I/2* I CONCRETE OR L -) I S F REQUIRED. i (4 - ww - am- . "'2' I L ; 1/4' I . �'. , 0 1/0 O-C. 11 I �; ./1' "� " " - ­- � ­­ - CONCRETE ANCHORS ,�':)`� , ... ­ '. ­ - - . , I , 4 , , , , ­ g' - -1 - - - - L 11 � , ", .. ! I (SEE SCHEDULE 061� i �� L� I ­ ­ t , I'll, , - I 5,1 , , I E-C , � i ,If ; SHU75 9 THROUGH td):', �� 1�,�ffv i I R,51� I 1. 2`1 1, I - A 11 I : � i I I E14 '. I - I k I I I- E� -,* I L i I I ­ I L ,� I f- 2? .H­. C, )I -(T) 11 1101) I ,� , I I a , � ,,�!"� I � , ­ �­­­,A,�­ ­­ j­­ J/4I lk- =4.��:=-. - - - -­ J I -",- '�,' i 11 : I ­­­ Ati, I _ L I L L- - - /..' ;:'� 10 ­,�� � . . . , I I I � I.: � . ill@ " I P-10=1 I I SEPARATM -- L 11 SEPARATION � , 1 T R' O2 �' I _ L 10 --I A � I TO GLASS. ,, wnp- I,.., - ., 'I, I I . - I - To CLASS I I `O= A . - o� r-,r ;., I . �L �, �­ . -1 f � . -. I EX)STi F (SEE SCHEME I M. F-In 'L, M­ (SEE SCHEDULE , �, � 1. I � � ­" I I i =9 0. SHEET 3) f I PANEL LENICTH 11 ON SHEET 3) Z) t iNIII, � --, . I 4 v IA... f (SEE SCHEDULE IT "L, M­ I I SEP TON1 ; I i ON SHEET 3) 4 PANEL LiTROM. 0 OR f IT I I � ­11 (SEE SCHEDULE I I .It LENGTH _ , MULE rL II" L -I,--,- I - - (SEE SORE] CONCRETE ANCHORS I— ,,�I, (ME SCHEDULE I ON (am SCHEDULE ON i i I— IT � ON SHEET 3) -s %, --- - 11 ON SHEET 3) i - -cu I I SHEETS 9 THROUGH Inj � I— -- 7 �;", - - T­­, 00 I wx : - �, � I SIUSTIN I �­ OF * '�� � ­,� 1.1, i .".6164 1 ---I , J, I I " MAX, 1. I sox GLASS I i '. -, -11 �� : - , � �� I L TTTM�,.,-,�., I I ­ 4-� � I ,,,, I or v : tr " .J;'�­L,;�,�-��l � 1, ( 1,� t : - �.I L , -­ I M". � I . ,� ": I - . = I _ � I - i �e 1111 I WF�Imn` I ,',',��,',","" . � . 4 1 1 '-� �,-�­?� `,L'�', ��-.,� I � I ',�,,�':� ��,,�,--,,� , -� " " , I � , �` I I I � I " Ea i :::�,:�� I I ,,,�,�,��� I I � ., �, -,I � r D. :X,�-'r,,, I 0). . . , n'?,� I 11 . I" , , 1 1 ",,',�,��­ ft- I '� 11 -11 � ... 11 I'll- .i I L"`:��, ') � I 4�R L, � I 11 rl: K�' ­1 , - I LL ,�,' . �, ��' irlIr O,C-. - - �� ­,., IL - , PPLWASW� r- I sn"C' W� ILL : 14­ I PS A , ­ � ww � WARNER HOW CONCRETE BLOCK 2� 11 � CONCRETE ANCHORS 1�,I,14,�,5'1 I ; ��"1'1�11­1'1 � 1/2* - , IMM -, , ­� " L - 160 PAD" M sain, on . , � � , REQUIRES. � (SEE SCHEDULE ON 1��',­ , :�� - ­ I -- ,- ,� L -to- le-- ss .Z. */ NO L L I , , 1, _Fja 1, I, I I . .1 I SMIS 9 TMROUG14 10) ... I -, cav- - -,_ 0 C? I/r - I i I I I LLL I IL : � I -4 I' MI : -. � I- 11 - � - � WI WHEN SOLID � I �, . , I , , ALTER ,:,: � _ ,�, - - - , SET CAI ANCHORS .� :1 LEG LOCATION - , EXISTING POURED CONCRETE .1 � ­� I ARE R & ill/ ([52� WHEN 'OR CONCRETE BLOCK I , (:�) MELI'AIAETOES ANCHORS I ALTERNATE CONOFETk_ _­EXLEENG PoluRCE) CDNCf,Tr- CONCRETE ANCHORS AM USED REQUIRED - I ANCHORS OR CONCRETE BLOCK REQUIRED STAGGERED ill/ III (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) � I JLD OW1 MQUNIINQ 111A� WALL MOUNTING I I �, SEU11i E�lm 1 �, SCALE 3/8-l' SCALE 5/8-f* it L,nt A, It, ,., ...... � - ".. � ,., . . , . , . , . , , FLORIDA BUILDING CODE LNO. H!2h VI Hur Icarve Zone) Z. Z ." .* Mw VLTECO, M Fy. i --- z c.44167 '. I 24 GAGE GALVANIZED STEEL STORM PANEL 0, I B * ,.' * ,*= - /11p2m ISTANCE � -Ia".; ' ' = E.D. - MOE D q -I.... STATE OF"� .j�V-L-�------ / If LIE C 0 mc�\ GLOBAL PROTECTION PRODUCTS, I.I.C. I" bl"M Top & BOTTOM MOUNTINGS CAN BE p, . . - - L� Few ef, III STREX, (SEE SCHEDULE ON lia-w ii;7. 1. Z-F.- GAIML R­ 3-131. !� ��,.- "II - -, - - - .1-Im � .: CIA) in- ': (")NO-75I.- FAI (PLL)mfiv-WPFL� 20-175 i SHEETS 9 & 10) COMEINED IN ANY WAY TO SUIT ANY � ` t ­­ - --- Amm., -. -NA-Amm-P ... ." �/Ylie T INSTALLATION. - - - - - - 05 � - - 0111I A, C.-Oom's n.1 --tiI N. -,#;I----- RNTIX A-Z .PI P.L I I I - "'. - - I - i . 4., ["I ., I I I � F—, IN -- --- I 5TALLATION DETAILS FOR REGULAR PANEL J) INTQ WOO ­ ­- L'- - '� " , ' . , I I � I I , , ALTERNATE LEG I 4"xa, (M ) D I . i ---LOCATION � -­ I : 1 I I - - ­- I I---- �� 7 - I I � I . I erw Rmofr=�­ . I � . I � . AMU&CY OF EXISTING WOOD ,. "I , 11. - I r - . 1: . BEAM TO BE CERTIFIED BY . .SEF - ­�-- CA ­ , -� - i REGISTERED ENGINEER OR , . -,­--l'" . � I � , - . - ,f ER I I � I ­ I - -- - t 2.1 - 44, ARCHITECT PRIOR TO SHI I .-, - I -1. I INSTALLATION. � I I . ­ ' t I ­ 1. AI - . � -(SEE SCHEDULE ON -- - 7, I - �4 WOOD ANCHORS ALTERNATE WOOD ANCHORI _ ­1 � . ,/,.ki HIXI *.to WA . (SEE SCHEDULE ON � - aw 30IIEA OR � .. 2 1 SHEET 11) SHEET Iq r I I - - ­ I -f *Ix .1 'IV Oa� ED = x , . I iN �� i I -- �- ,/v : ­ I & 1� L/r - I I t- UI VC 1� I i , � " i t` � 'I., I . I I III _; ,.,I"' WOW HEADER I- - , t 1/2. - - --- - ---- -- --- -----I - ­ , t � I me ­ - I .---3;;F- ---- - EGUIRED - - ----- -, R , ­-Xa IL ­ - - -4 , ! vv- ,;�= : I - I Ili � , , . ! I AT R t 0, - CLASI * I I I , I �, I NOW ANCHORS -- ­­ �j , '. I - ; ­ -, , , 7 I � I , � I I : i � (SEE SCHEME ON 11 I � i - 1 My, � I n SHEET 11) I , � .. 1 - (D � .1 ", ,4": 1 ­ - C, " �, I SEPARATION TO I ,� - ­- I I- CLASSICSIT - � � II I ! � ; 1�1 I SCHEDULE ,/4-.­2oI - J MITI. SCIPAIIAIRS4 TO GLASS. � � I , ON SHEET S) I S4. MAN to � r�L I I � A, U, O`OUw i r jSr,L SCHEME ON SHEET 3) 1 Z'�.,a v Mo - - � Vc -- - A, . "L , � ­ W FORFwal, I PANEL LINKIM I LOI OAX T-41 ,I! MAX 1� - -.,---- -- -- - " - ­ - , -- � � - 1�, - � � .0�0 ,a SCHEME I I , - ­ � -- ,, 1� (- I i 1­ - , ­ -1 ­1 ­ - .,I PANEL LENGTH I wall 0. SHEET S) `X-L1-G4 Csst SCHEDULE � I � ON SHEET 3) J - . I - ­1 11 - I I I =---y" ­- - - � �- ­ � I I - 11 ­- -..--- - ­ - - 11� - � I I I I i [- (D, I - --- --- - -- - � ----- - - I- ­ 569 . i 1 - I --- -; "- OF 'L 1 1 I -Wx I I � 40 I Ic ) ) MAX, , I 1 4 , i I I IT , - cs — I I I I . I � J I (�i)­ I , - a 12 1/2- 0,c , i �� - - - - - ! I En . ,i, I I i t- -� -, - Mo FORSHI I - I ""'", -1 - I ­ -­­---­-- - � I - ­L --- t ----- - - 1 ;�, itr- ,�/-. - - I ALLOWED - I , I ED 1, I I I - , , I , 0�i:. JI-L-] � ,,.,,] � f+ I,- I I � I 1 �, � ­­­1 .1 - I—— I-.---- ­ . I r I I ,?,-Xs- WOOD I � � 7 -----,- - � . -,-, ", � - -_ ­7 DECK, RMUERED 2"W WOOD PLATE_ ' " I: I ,- -� --', -,�­ ­ -- -, - . I. ,.- REOVIRED, I I ,(T5=RS I - -1 - WOOD ANCHORS �, I 1-11 I -11, - I � � � �',` I LE - j .-I � ,J� 4* - � -,. i SNEFY, IT) (SEE SCHEME ON ',,,,,,. - KHM 1 1) ­ -- - ­r-�=-­­ 'I -­ 11, --­ I -- -- r I � " [ � � ,- -- 2- MIP­ ­ "I I:: � i I =89-&W ELQOR MOUNTING BUILD -OUT MOUbMNG I ALTERHATIYE SW ALTERNATIVE 4W 6 ISCALE 3/8-)* I ... tniln#nNNfV4 SCALE 3/8-l' , 'N, 50�..:. �/Q - ` I r -' `. ls`p%, �14� . , xj�CEN,q, NOTJM, s . te '.. 11 -S z .* .' � hQv-EQ&-9Q9wN6DQN-DLJ1L0-Qu5- - - No. 44167 .. = FLORIDA BUILDING CODE (Non High Velocity Hvr cone Zone)i , I = 1, INSTALLATION ARE ONLY VAUD FOR MAK, AS.D I * -. ,ir . TOP & BOTTOM MOUNTINGS CAN BE OF -SIGN PRESSURE RATING,�p,,�.I) AND PANEL LENGTHS S_ -�',, .*S -I IvIm. - 24 GAGE GALVANIZED STEEL STORM PANEL ­. STATE OF Zf MMUNIN, .."a- COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES DNS 3 , -- - * � INSTALLATION. 2. FOR NEW WOOD FWE CONSTRUCTION! WOOD . A;` 4f If ls�!<i� -.1-C) - --��-- / 11L1EC0,.,- DwBAL PROTECTION PRODUCTS, LLC. DIM I ------- I MEMBERS 10 BE SOUT14ERN PINE No 2, W1 SII "" 5 l � va-F ferr" a mailammi, w1wvA 51K. DENSITY OF 0.55 09 EQUAL, , L"i 19r -... - Am DKAF4 n- I H11,14 ,I 11 I , 20-i75 I-- - -;�-:A =-= -�,`-', PHom, oftim-I FAA (GEIL'um--ern - OFA*ft NII, ­­ -- - Px- SON/wItawim,wls ­00mlif A, - - wow A. lug J,, PA , -�� 54M , or Ili L---- - -­ " L- I -1-I (D a) = C/) -0 — M > 0 (D = -4.- -'I-' =3 a) L- (1) (3) L- 0- C:)- c: 0 -a 0 L- c ­ 0) M -III C) -0 CD -IIIIIIIIIIi, 0- (1) - (1) -@--a = (1) =3 -0 CIO Q 0-0-0 - cu - '- U) c: L- 0 L- — = (L) C13 C 0 0 lr,- tu ILL I,- 0 — M > . - C/) *F q) ,J) - ,.I cu 2 0- � - m -0 'R . - -..-. C/) CII m< I < z w mi M N I - - (= - , C"i ­ - - 100 .4 - , � ,�; , , = .� - -= ",- Cle ctz ,- --I", -�: -:�:, cz- , y Ir �,� '-­', CL � V, -�,, �,,� �, -tC;�: ; >1 -Z I , 1.`l­ (7�:, . � = I- -11�1 �� = 6 -Cc 2 r" �'-' - a) Z-1 .= cuo .-7 E - = 0� - G;". u := -cc � - -1= , ILJ .�!- .!= , ;D I;- 6 � = ::I- = .52 �, � 'a — = E M 11 � - I 12 4 a) c= M 0 0 " " = ui 2 < M M < -1 Cl- a) (D c- w cu > 0 L- CDL 0- < 0 =3 ­0 0 L- 0- a) M M -- I - - - - - --- - - - - - - ,- -- --- --- . F 7- -F - - 1 -,-----7- i- ---F-- JF -]-� Vi 7 H, I I i I I ---I- - . I , I j I I -11.1 . � �­ � ­ I II I 11 r I I I-� 1L, -1 "It: 1 ' A I'll L. L 1 1 1 1 T. H. 1 1 k .. � -A 11 , I SHEET NO. SH 1.3 CLOSURESEND INSTALLATION IN EQURED C NCR T CONCRETEW + VAUD FOR REQULAR., LIFE SAFES & E-Z EjANG STORM PANEL T) SYSTEMS I 4 - : I 1 I _... _.__I____5''�"'�; ��€,A}�, POURED CaIT4FTE t7 R CONCRETE OR YAfl7FS ( V •®` (� • Y 2' . 3' ..093' 3105 N-I. � WOW FRAME 3 1:Y -1 ® & ,L`l' REQUIRED 6pfi3-i$ Ate [U+i M.UM. qNC E WITH t /.'.. 13/4' ... _ -� IARCON O tat D.C. 4 Y((1 )- _ - t,. R JIM.-., BLO m R V., CONCRETE. E. - 4' • rt $ 1 . 1 I # Af+CON / . j POURED cars - BLOCK (R1 2 WORD FRAME ` 2 kET[, 4 - _ L'oNLAE-tE $LOCK1' AYi;SfOR p Z0t:. ( ~ -Y / REOUiREO T-____. .� �`D R2wFLAE WO1 P NAf ANFRBDv9 EO xt 4 CA} i / a 1I I. 4 4A.i 4" 1• S 1 j { .� _r COT PANLL i 7` TEA/LAY . 9^A7 f E !EG LO IOW M' AL M ANCHD ! t3" O.C. i 2 2 663 ro _ N fE5 - AR t 2' S �' A g' DS ODNG. 'I i +:P3$ ALUM OR g;! L � AN.. 't SHEET 1 i58D 3 OS Ht64 POURED CpNCREPE, C1E - ® Ras* METAL ALUM, LM'HG FIATE It I a5' . i (_ BLOCK OR 2".4' WOOD FRAME, •°h G 3 RHO, IRED "y .E 31p5«H,a2, pp' ) 6963-Ti MLDY p 2MIrt?• ,,��^ ' 1 �„j' ,._ x' .�. 1 i 4*- 1` l..' / ,f r Cf1Nt. AtDM. ANGLE \ MA., .( � �_® ���'..� dm-n.J Ma=. GAP �._�s t 4` . OOL 47 x 4' ..D72' . >3f0'3-Nt4 e 12' OG_L OR 0063-T6 AIL01 W/MCkNLt C"t At- AND, CASE A PLAN) CASE B (PLAN) CASE C (PLANS CASED (PLAN) I SCALE 1/4"=t" SCALE 1/4--i- SCALE 1/4",=I' SCALE 1/4'st" I _- .. 9 I 1 SQUD-SET OR CALK - OR ELCO P 9JAK E I " - CS COHCRE,I._.. twGttitnM Ai F63d.S1E ffi ANU'1 :.,::: -.. t "__ _7 '�, ,t d,l , 9 •j9 a, 'T£ XllOCM: - � dA AT ' UAAUM,E FLUB {$E 3,5% Ppt%fER CCNCRFL '`, I , J �.% *:3 '+:.T OR T.4' WOOD SIDES OF OPEll %NEi%]LE ON Six ,,, e . _ (MlW.:PANEL C17NCRETE .00X iNf VARIES 7'a'1 9• 1A1 FRAME REQUIRED A$ APA.ICA6:.E 10 & ,i) (4) & {�/Vf OVERLAP BEYOND 2.4' Wwo FRAME g" AMa. OPENINO WIDTH) PN:D CONCRETE. CONCRETE REQUIRED ll 9LD0X OR Vw WOOD FRAME I, t „� '$ 4 „, i _ _ 4 , REQUITED t'=. ,+._., ivr�,..y. ( ,,r` I,:: g i 4` Mn.. j , ` I r g ...__ +J ,Y. . \ �,, r, .,:L ,. i L .-{ J) r f Yi! � . _•'�> 4 ( P `., v "� RE.1f WJ ANIXN0RE6 PRONE & \^.Y ti:l '`x,. I ,? •f 4. REAR X F'L/710ES FRONT, 4 TV / I B t.____.% COAL#.(ME" CUT END PANEL) I % - B0. DISTANCE -I_- i I rm) I„+--"'� ' s.--- I.>�e•®q°.®:ii "001nlnt CASE 5J (PLAN) a , A^m2a as ea41s x4 t E 1-'' .'' v A. Tltd 4W �n.Af 5�`.�y�'V` l4f''w IJ(P tetx /.t "-y/' Mnow4WeEcGs rr ,•' .• '- 'x VAUD FOR DIRECT MOUNT INSTALLATION ONLY Ar • �,1GEN�, •••.� i. .CERTIFIED PANEL INSTALLATION AT WALLS W/ ' No, b4187 "; � SURFACE LEVEL VARIATIONS WITHIN 3/e 1 *', * : * = FLORIDA BUILDING CODE Non High Velocity Hurricane zone) S F - eYd120 91C fF. CASE E PLAN) CASE F (PLAN} k-: `lJ% = �•. 24 GAGE GALVANIZED STEEL STORM PANEL SCALE i/e-l' SCALE 1/4".1' pry, .., Q IDV, ,•: it+�.e .L" Da44AI BY. scf' `� fC. GLOBAL PROTECTION PRODUCTS, LLC. vO.M. �,ttttlt 460E S.W. bt @TREE' 1 Tit, TEgnND & ENa1WLZWNR Ctlt41ANY 'f ' ^'�'•�`? XA+w. M, 30A 3+'. , Aawu, a .uHe DAME. rL 33Tu 20-175 >+� ow wI-,aw ..c tA�t nY -..ha PHA:. TcH)SO-7'546, FAX: (954)WW-Z797 • .-m.wmialt.a... °WMAr,G M°'. Or.- alaM+w - r+'.:y P.E. SCN,`%O,AFbRr/OA1E , . Tkj6719 °�A01 °+n 1 WAI-kEA l4 1141R 3n. P.E. *.:. pR ra.,t+Y - m • smm 6 OF I. 441E (VAUD ONLY FOR PANEL TQINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAX. RSA. PRE5 DE IGN RE 5U RATING (F.€.t.) H SPACW POET E.D. +. AS SHOWN OFF INLETS B & 7 MAXIMUM ANCHORS C APP UCABtE TO f 6: ANY COMBINATION or TFIEIM MAXIMUM PiUt EL LENGTH Y'* (tt.) TAPCON LAC SCREW T PANt],MA E FEMALE ID P ANETSAATE PLUS WOOD BUSHING 13, 13` 13` 1S 137 IW (TOP) 3 - -' _ - 1 ' W # BOTTOM _ i r 6 7 a' / i 6 2 --i 2' -6 t_ 2` .___>_ _ b i/ / 1 tz /2 t _ 6 4 ! Bbli.• i > 51-0, OR 1E55 3 (III ) i3' t3` t3' 13 g TW (ice') _ 93' 0 t' 3 �t' 3 t 3 6- ._,.. 6 iW B0T,9M ( ) _ �6 1/2- _8 1f�_ � 6 II2'- B 1f2" � 1 , E J7 OP._. (TOP) 6 t 1 I t 1" a 6 r 4'" t� TO __ 4 1J2 0 1 f3 - svt/2" , /2' __ 7 ­t 1 a _ 7� 12' ..� 3W (ODITOM) (TOP) 3 _ _ _ _ __ fr *_..... zi 1 a T 4W DM (�1 A SEE TABLE #1 FOR MAX, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 07,FIS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX,A4. MAXIMUM ANCHORS SPACING FOR E.D.EDA5 SHOWN t4 SHEB & Z APPOIABE: MAIMUM DESIGN PRESSURE RES E RATING TER14A 9F & AN Y tX)A�IN4TId4 PANEL LENGTH Y' TAPOOlP LAG SCREW P ANEUAATE FEMALE IO PAN TE ELMA PLUS -- WOOL @USHHI3T (P.n.t,) OF T,1Ei1 (i1J 13" 13" IV 137 13. IN (SOP) #3' t3 3 73 B W (BD TOM ) 6 1 ,,. r� 6 t 2 r 8 1 2' / 6 1 2 J 6 Z' / R � ._... / 2 /2 4_ / (SiT ) 5,-0- 7 i� 3 _ e ... e . _ � __. ) OR LEIS r $ B $ ( ) 13. _ _.. #3' �. tti _.. 13r_ �3_- >+45 -45 F3` 1S' _ _ 3" _ 13` .� � t3" 4 W (BOTTOM) ) TO +75, -75 ia` t3' 2L 13" i0' IW (TLW) ,3' _ 13' - _ 73" _- r3' `"I 4` 6 J W OM T ($OTT ). ff TJ2' 6 i ' _ r2 6 V 2' t - 6 J2 6 Tj2` OP (T ) .. -_ b tl 4 , / w 1? 1 a' r 6 1 4 2W $4 T• ( ) >5.-G. W 2` r / 7 r (SDP) TO 7'-5' 5" � 1/2, _ -.' 8'_`"` B - __._ ___--_ n �--T 3Yr LE0T9'gM) t3 -_— ! Ta I�3' 1 a_ __ 5 7 1 _._.--- 4W RIP) _ 3 _ IV 4­13, I _ _ IV' w BOTTOM P IS T FOR MAX. A...D. DESIGN LOADS &MAX. PANEL LEt,IOTEiS WREN SPACER * SEE: ABLE �1 S USED CORRESPONDING ONLY TO ALTERNATE 2W' ON SWEET 6 imu it A A.S.D. DESIGN LOAD iM)DMUM PANE' LENGTH 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF 61-2. > 50 PSF TO 60 PSF s 10 A MAX PANEL. LENGTHS ARE ONLY VAUD FOR tWALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS & Wf 8 tl'o £,$i1tNTMr312+..1/2" O,G, INSTALLAT T S FOR LIFE SAFETY EANEL (D INTO POURED CONCRETE OR CONCRETE BLOCK STE!JQjQRES I/4'0 TAPCON EXISTING POURED 1/4'0 TAPCON _ __ E3tlSrNG POURED _ ANCHOR & H` O c- CONCRETE OR ANCHOR ,9 S O C CONCRETE OR NF CONCRETE BLOCK REWWRED. !; ^ : COWCREtE. aLpGK - SOLaRE6. .;. l�J IT - 1/2' I ,I/e T ,J2' I1/4' _. t:_._ T t ED* 1 ED* ,c'* .m I :.. tY I Vic. e.-;-%a-1 X k 1 \/ I 1 MR AI tAIStTN 0 t _ ,/4"A-2tkt` R TKO t/4•i-20a,^ I:• . , '- _§s eels w 11-- '.. 4 �__.: Ai' MEP GLASS n � :-.. Y.:: n^ K 1 Ft11 PM@d.t yE( ,--I EA � EXf6TT{1C d : 9 I E.. 1S#8Tf11AtN ..., f -. ,u. I gp CLASS 6 •I - I n 11 I,/ I 'L' Nos. PAHF:. LENOI,1 It % ' A dT 1' MAX. -'_-. '' -T- 6' PANEL LENGTH ii R. _. B_- - 5� ELEVATION B 8 SEE ELEVATION i Mlrz 1 ON SHEET 12) u _i... I ON SHEET 12) g--SEFARAT'Arr I i I I TO YAC4-I - _- i ,-# f i[-01 L0 4 I EXISTING POURED- L.D.- I i GCNGRFIE pR c , I -. I,' REQu9mr aLOCX I O f2f2 oc i ECT10N R-3A 1/4'W PANELMATE PUUS _- ANCHOR 6 12 I/2' QC, O REGULAR PANELS SEE SMELTS is & NC to FOR AHDi =nW ren & wo FOR IbTALLOIDAIS WOO WOW FRAME BUILDINGS MRNMUM ANCHOR $PACDOS MO t W LAA EDGE 067A5Mx ARE WO"IED ON THIS SCMUV- FOR LR, LESS THIN WOICATm ON SCHEDULE REDUCE ANCHOR SPACING BY MULYPLYMG SPA= SHOWN ON 3CHEIXiLi PY THE FOLLOWING I'ArTORS. FOR THIS WERAT" TO HE POSAAL REDUCED SPACING OWAMEO USING FACTOR E,MLL NOT BE LESS THAN MMIMJM SPALINO INDICATED FOR EA:H ANCHOR TYPE ON THIS SCHIMLE_ t/4F_P 1/4'a NCI= nR " IAFCBN P.It`Ixo II.MAII . mom wpm NJ 3 3 €MrAM,nl rou 1 conwM. 4 ) 3 3 IHDy4,a met I a i i&Ke (4.1 3 3 1/2 Atd1YL mar Ow a *A) "am 1j2' a35 ... 2-,1`1 9A, - .. 3 ._.. -- ,_.. ....... D9a ..... _ ._ _ I.. ,__ _ -_ 3 14 - ( p- I f E%1518tG POURED CONCRETE OR I N # ._ tij S} CONCRETE BLOCK REQUIRED. t= , .f---� ,.` 1 . 'V' I (C9:YM16} I Ile,PANELMATE LA -i@ C.C. BEYOND ( ) Rh ,I.fF�� A R N EL WAIL MEt9dwTM SCALE 3/8-1` FLORIDA MAXIMUM A.S.D. DESIGN PH U ING 'p. ,,, - NG MAXIMUM ANCH­ 5EAGW9—lQHED= 11 (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MIX. A.S.D. DESIGN PRESSURE RATING CP.e.t,) MAXIMUM ANCHORS SPACING FOR Met E,D. PER .$CHE- BELOW APPT3F✓�L= TO �• gwWUM PANEL LENGTH v {n.) MAX, A.5.D: DESIGN PRESSURE RATING EP,S.r.) MAXIMUM ANCHORS SPACING FOR MW E.D. PER 5CI4EDI11E BELOW APPLICABLE A &ANY W,V, MUM PANEL LENGTH L+ (Nt,) TAPCON SOUR -SET PANELIMATE FEMALE 10 PANLTAtAYE - PLUS ZAMAC-NNUN CALX-IN TAPCON SOW -SET PANELMAFE._. FEMALE ID oANELMATE PLUS LtMAC-NNLBt CALX-W m 1p GONCPET ro TE m i_mEtEl I TO To TO 1p v r TwN tlF T1iEu ro TO cwceEtE m #e TO ro NNWETE ro wHGiF.TE O'A4CitE m OF F}M 3" 3 13' 3 3` 3' 13" 3 7 1 P2 13' t3'_ t3' ta' _ J i3' YTTiil�- 13" 11 i / 1 YT1 } ­-,3' 13. 13. ,3° 13` 13` is' IV I 1}' _ 13' ,T 1 (BOTTOM) I;r 13` 13' 13, 12r 13" 13, 13' IV 13- 11 1/1 s (BOTTOM) I.- 13' t3' _- t ' 3 73' # ' 3 t 13* J 13° IV I3'-� • 7 •- P T (OP) 13' 13" t}' ! 3 i3' T3` , ' 3 13' 13"13 /1 2 ) +4$. -45 6 _B. OR EBs 5, 5OR IXY LE35 �._t_.._.�. 1 E t 3 3 3 3 3 y- $ $ , -.., T ` 3 3 } , 3 3 _ �.. - t3 13 a' J t � 3 f : 7 2 x / fl 9 ' J 13 _...e._.._ ,3 13' , 3 S 1 a' 2 / $ , S t3 �..__._... J IJ' 13 - 1 4 / 6 13 13 ._..._._ 6 if4' 13` 13 $ 7 4' / 13` 13' 3 $ 1/4° " 1 , 13" 3 - ..... jr 3 _ - t " ,2 i2 1 / j a 13` 13" 1 # .__ 3 i I:,. 1 - - 93 , 13 . 1 t 3 3 B 1- .3 � 1 tJ .3 ._._.. _....___.. - t - �i 33 } $ 1 4" J $ t 3 t3 ....__ 6 4/4"�6 t3 4- b 1 j � 1 . 3 13 __.-,_.. 13' IJ4' 2 BOTTt,M ( ) 3 P (,O ) 3 .BOTTOM ( - ) i TT ( Qtq 5 O P (T ) ., BQ TTOM f ). ._.�. _-_ e Op 6 BOTt,•+) 13 @` B 1 3 I J _.v...__ #3" - t t3' - _ 3 -1 t 13' t 3 1 3' I - 13' i 2 i 2" / 13' iJ 1 J 6 1J4' ,3' , 1 2 /2 1J' 1 a 1' 3 6 f/a' t" 3 13" 1 6 4 J $ 't3' 93 ;.3' 6 iji`�6 1 3 l3' 16 1 4 'ST J r # * 3 13 t J 1(4' 13^ t' 3 _ - 13 T3" T1:° a 1 2 /2 / T #3'' 3 v: 1 J' 3 I3 t J t - _ 13" 1 3" 6• 9 3 1J t3' _ 13" ^-674"6t - t 3 13 1 ' 3 _ 1 3 _° t 3 / B' 1' 3 73 1' 3 i j 2 1, , f2 f 4'J� n i 2 / tag / 11 17 / 2 BOSOM) 3 R F� at3TTDrI ( ) 4 ) 4 (BOTTOM) (T QP ) ( DM 3 $ -:OP (T ) _ I- 5 1/4" 6 1f4' 6 1/a' 6 /4 6 tBOTi:.**J: 13' 5' 13' ,D 1/2 ,3' 7' 73' 7' 7 tJ2 6 t/2 t3' 4 t/2` T {TOP a6-6' TO t4'-^,' 13' 13' 13" 3 13` 1J" -}- - 6" 7 tJ2' v 6" 7 1/2- i7 ,/2` I - 73' 13' -- I'#/ 13" l3" 12 t "12 /7 73TO + f3' 13' -t, 13- 13 1 Z j 13' t3" �13- _ 13` 6 1J4' e if2'73" 4Q"_:- $ 2 - 40' _ 10` i $ t/s' $ 1J2' 23" 70` 33° $ 2 j 1�10' 13' t6" v 2 lf-- 12 1j2' 9 1J2't6 ,iT�l i 3' S / it.-- -it - 1j2+ B' 6 1 2` i / _0. l fl_ - iJ' tS` IV -13" t3' 6 t/e` 5 1/2,11 16 1/2" 5 1 ' /2 _ 5 1/2' 6 ,/T' 6 1/e £TIP) 1 (s�TitYit). FEW) 1 OPI _ 2 (BOTTOM) 3 [TOP) 3 (BOTTOM) >5,_6, TO 9'-8' OR LESS +&5-65 _ 13" 7" 13` 13' 13" r9 tjz _. t3` 1 H ,/E 10 1/2 ?i/a +- Ir $' i (BOTTEMr). �- 5" 13"�r 7' - - y }' ,3' t3' 13' 13 1/2')12 I g+ 10 , 7 j . IV t3' t J2 S I/2' _ 1J' 13` 13` 1 e e /_1 7' g^ 7' & 1/2 9 ,/2 1 a" _$. �!.� I} 1/2` _ 1}' 1 _ t3' 9 1/? it I $ I/a � '+` $ 12 1/. i / 8' e g' i - 7 t I _jz ' S /2 _ ,G 1f2 9 1f2 10 1/21 7 1/2 - 4 1/2'. 3' 5 1J7' _- - _ 13' _ +3' _ •3' 6 t e �/ $ t/7'I 7 1/2' A t 2' / 6 1/2_ (,6 I/2 6 1/i L,��. _ 3" _ 2 {TOP) 2 (BOTTOM) 3 (TOP) 3 BOTTOM (BOTTOM) 4 (TDP) 4 (BOTTOM) 7 1/2-i _-___- 3" S tF __ 7' I e 8' j C _ 4 i/2' _ 3 1/2'Ll�l -�--- 1 3' � 4 (TOP) 6' )--_-- 8_ i g• r $' 5 1f21 - (BORtMa) 13' a ,/2' SS _ 13' 13' to"13` -_ f0'11'1$' 5 1/2' 5 (TOP) 1S 7'13` I 1 7'"13' s3` s; S' 1J' - 10 i 2" / il- 1}' , t- 1/2* 9 ij2` 7 IV S 1/2- _13' )9 if2' i3 10 1/2` P tf2" 0 tJY>7 t17" 7 t 2 5 2 % / 13' 13' i 6' t ° 6 /2 4 1 /2 S (TOP) S (g0TE0M) (TOP) 13" 1. B /2" 13` 13" 1" 3 TO" t i3' 0 t 1" 6 6 12. t / ( )- 5 BQTTQM13' 3 6" J __ 3' _ 6 Y f e 2 / 4 a_7" / / 4'6 ,l4" 6 1/4' _ a 1J4' - - - - - _ @ 1/4' 6 i/4' _ 6 (BOYS••) - 6 tf4' 6 Y 4"6 iJ4"8. IJ4" - t _ 6 1/4' 6 BX}TE."): BBE stfEM , f FOR ANt./OR'S TYPE & SPACIWG FOR IHeyTAiAT10NS INTO WOW FRAME HiRIOLNFS. . "east AAA," SPMW7S AND "MUNI EDGE DISTANCE ARE WOA:ATOD ON HAS SCIRDUL'E FOR E.0. iE= DIAN N ATED OH SCHEDULE REDUCE ANCHOR SPACN9 BY MULWLYMp SPAOM SHO" ON SCREDULE mTHE rou.0"a FACTORS FOR THIS OPERATION TO BE POSSIBLE, REDUCER SPACMO WANED U&NB FACTOR $+4NA NOT BE :BSI TIM MIN6EUM SPADAD 001CAIM MR .:NCH MOM TYPE ON H65 SCNEOILE t/4. T/e. IJ4'. 1/4-. 1/4•. 1(4'.._-. _...---- _ -- --- - - P' 9 DON 9lsw-TES F E`er IiZ+WC-94s, rNx-et MEMAR3M Atom SPACING 6,.J 3 3 3 3 3 Y/3` 2 ,/2 WBK"WMEM ltnd 3 ,, /2 3' 3 3I/a^ } at3TaleCE i..03 &mt 3 3 /Y ' ,f2 3 1(i 1 J ,/i + ACPJ%L MM D6BINGE (E.O. FACTOR +n D15 - . - _ 11f2 a6 -._. DID __ - - -.._ - __..._ a.ae .. -. _v _.-. 4.90 on I- a03 - . _ _.._ _ ._ _ _-__ IDD la ". SPACINGS ONLY VAUD WHEN SPACER @ 6 USED. SEE TAKE #S FOR MAX, A.S.D. DESIGN LOADS &FLAX, PANEL LENGTHS WHEN SPACER @ )5 USEt7. um #Ia A.S.O. DIM LOAD WWAeUL. M PANEL 40 PSF OR LESS 6•-8" > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF. 5'-10" A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.G. -- -._-._ ___- _. -._. ___.._.....__- -ANCHORS (SEE SECTIONS & A..TERNATNE5 ON SHEETS 11 14, 15 &16).-- - .._..____..___._,----- _--- 1 3"_ MIX• R-IA/131 R-2A/13, R-3A/14, R-18/13. R-28fi3, R-3B/14, 3' MAX �. D.m.•�, _4T- R-TAW/15, R-2AW/15, R-3AW/16, R-1BW/15, RIR-30W/16. I. 1 ._._�__.__ - 9 f IF��V - ----,_._.. - _ , F 41 i t 3 I 1 ! € i I I i i I Ij I { ?i I i 1 il� 1 1 II t� I I t 1 I 1 i i I I I i I � I I €i i i i i I I � ... .. ....[ L ? I ... I � �l . t:I / t 1/4"0-20X1" S.S. BOLTS W t 1 ; i 9_" (USE FOR PANEL tENG1N - - 1 PANEL L€NGT: i t 7 I ' i OVER 7'-. '\ Cl.) v + D I R R P O s'f P REGULAR STORM AWE_ P i ', �-REGULAR STORM PANEL f P. W OVERLAP MID A«"iEi i.ENtTM BCL f f! N 77 } 1 STORM PAN LIFE :.APTLY TO EL - R-n - i D PAa+E LENGTH cDr 0 ovoTEAP M i (W/ 1 1r: I Ili, � � ! A A i i _, USE T'-B` PA '_ NEL ANEL LENGTH . _ 1 4'0-20x,' / , :. -., ; __ _'__ ___ __ __ ___ _ `.1 __ __ ..--_.`� AT ALL MOIIAR jI I- I 7 S.S. BOLT$ W i - - I{. { - � AT ER. OVERL� I { i 6 I Ili I � . ". : i _ . _ .. _ ___.,.. _., _ _ _ ___... _..._ .. __,..a__l._. _. __ . _...._ d r_._ _._ . __...,___.. - - -- -- . , : N7tt AT 2 0 C �5 Stub = i ION LIFE SAFETY I I ...- s„. I t I AN 1T0 CflE1N f i PANEL M CORNERS E (} D.M°, L — ,. A -x4i•EREti>-,,,,,LA,- = -'-'-- or(�) - WWO NUT AT EXTERIOR WING NUT AT � M. • µAO;, LET? PANEL RIGHT PANEL 3' WAtt t INSTALLATIONS ONLY VALID FOR WIND I" MIN, R-IA/13, R-2A/13, R-3A/14, R-18/13, R-29/13. R-38/14, 1' WIN,: SPEED UP TO t70 m.p.b. R-TAW%15• R-2AW/15, R-3AW/i& R-1BW/15, R-20W/15, R-38W/16. ,-__- - ____ -_ ___....--.._.AINCHQRS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, 15 &16) -.- __.. __ _._-- _ t/4- MAX. CAP LiFE SAFETY STORM PANEL J) ELEVATION (#) SCALE t/e-I. 1 01 PAnII. ,.: I -__"_ _._SW __ 4w410"HIN11, REGULAR "�', � �siOGRM PAN`E�L"CA -::a _(LAN D.%1$:AP I�tNX.E^°'PLUM ------- MAX-1. l MAP i �` / Ij Of . /✓ AVER ` `9 0 i t6� * . s k. LIFE SAFETY PANEL ri"II. * . * a FLORIDA BUILDING CODE (Non High Velocity Nut Icons Zane ,y]'ERiOR 4 �•F ,�dRIDIL .''w��`_ 24 GAGE GALVANIZED STEEL STORM PANEL f'�... Or NW, 91. sf N 4 .C. GLOBAL PROTECTION PRODUCTS, LLC. 97j N SECTION A-/ ���+; f _ TOLL �1LS1YN0 2 E COMPANY 8p9 i.W. 51 STREET - yy" yUf,Mi div w, JIB Npe�s A9 H it I. 0M,m FL =11 20-175 �jj SCALE 1/4-mI' S ( - Mo---4 t�M w,-fATr 14K#Q: 196e}6&s-n,g. FAX f454 -579i iA�-0006T!$ PE. SzAL,FsV M4URff I7 sArTDt A TROTS dr.. P.E m n-rM TIKES ,2 m' 16 M 467 - -- INSTALLATION DETAILS iF ___-._. — ._ _-__-______. TY PANEL DI INTO WOOD STRUCTURES , - _ E � 1 11,— _ , - - - I, ��I:'' "i "' WOOD HEADER z, WOOD HEADER .,- '. -. -__. { _. _ 30C, HEADER _ W� HEATER ry '.. --_ W- REOUIREA I , REQUIRED) -, , I.. , rn•EOo,Ko { �EDUWED 9 - a ^._„ i(4'} ippCON "/4'0 TAPCON "- ii- �.'s TAPCON tl4'0 TAPCON -, - 1 / ANCHOR Q 9' O.0 4 I ANCHOR O S' O.C. , j11 ANCHOR Is 9' O.C. .�`,., 1 ANCHGR Is e" O.C. i # f i } t I', �,,� � r I JjjJ9{}q ' - LJ ; 1:' -(D - '; - '1 - ill i ;11 . ,I , , " i , e t :• it 2" i 4' 12' 2` - 2 / / / / 1 / !' � �i 2' t 4` j A 4%. 17 COX_ _ _ MAX I I - 1"': I. 1 - 7 2 I 1 a, t(( p- # `, i 2" frl I 1 •.''. t 1 ' ';I 1 MIX,, I - ,. MR1. I .+ - MEn. ^•. MiM1„ `. L. L Li I 1 L II .�..E I _.-d't�1 ..s, I (/.q .i. _ a L i 6 `' 1) :. Iu. 0 1 I JOY-Ht+r• iT I ,/+-:'..raw,- 11 1 � -+ is ap.TP W , 'r. -. ^ ,1 5.3. BOLOS W W ! ,. ,/t'm-70a/^::- ,.r,-..:.: ,r`rI.: :: 4T LA Q,s Ii I IA4"r" A EXIST NX f+, : ( SA ROSIS N ;; EX`.$+tt, I :' 7 5.S BI'A,S iY & _ P AP ik WETXtJ�` OL15$ g , . q w W. oAmN" ',. e'%CaiiMf GLASS {� ., . ALA y II I 6 fi R' .._ :- / Y:. I .: RtE f[F RW9.L I'D ACS ,`I r r y SCE tKp PAIEi, � "'•••II 3 I _ ... -T_- r-r,I II ". IUlaw tWEW r-NrO 1 ., i it I sD+7Ri R.EF t t t r I 'EL MAX, I 1 1" MAX II R t 1 �'t, I I " a 11 I If..: _. ._ I... A PANEL LE,a"'TH 0 ...__ -. _---. y, ! R _ _._q ... .z PANEL LENGTH .. R - -�` 6 p _ _. 6 K V $ T .. Mi'ar. i 1 I [[ Man. T(OH T I � `SEE ryg@ L A - Et£AA7wW n SEE ElEV ( s 1 t R ' P e LENGTH R I E I 1 i ANE PA 4 H t 4 I Et L£NG'T 1 I .• 1... _1 � ti I __ .I bN SHEET 2) € _ _...__.,. .A (SEE ELEVATION 6 I 1 tX: SHEEP ,Z) --=; (SEE ELEYA7tOh1 1 IT--,--- . _,-_-r , 0 I W SHEET i2) ... , ..i. i - II 9" Mlrt I '.._ ) + SHsTT 12) q 1 T I �._ - 1 !I '---j---1 � I Y'M;rt. P'- 4A-,...�- T._..8 &^--SEPALAn0F1--- I ^.¢ } (D r--$EP=l)Il --- E t� o- r 1A I t _.{ Tl R To cI155. I _ 1. t 3 u I' Mln. I --� 1 % S£P '+.J q '-` lj TO Gi_A55. 1 L/2 I 4� I ( GLASSN- I R i R TO (.YA55. 1 $ 1� I ( A---5EPAAAItOn I ( I I i 6" A - ^� tp CU55 ': $' �t�} 1 I F .. _.� , :r"I su1R' ! . l :x .12 ,h•, i -" F # k i EO. , _,) _..- 1 rK � ED t . I .,- � ac EO, '-..._ e;; .�.. __-._ _ - -.. �JI f g i O T . L €. + .._ '' ' ..22,,,, , t €O t 2 ,: , _ . , � , . . • is /s na i i ',e'0- .. 4 1 ° --- r �,l `M PLATE i I e,_ O 2 4 RE RE tP CA 0 ' 'j ,r 114"O TAPCON .,. �' _J 4'0 TAEGOt9 - __ I,j4`0 TAPCOkI a`A4° W 1 .. ^� _" - `, -ANCHOR r r - 0 9" O.G. ABHOR to H' O C. ANCHOR 6 $" O.C. PLATE _ .. TAS'OON STAGGERED W/ STUD . $ 1 STAGGERED W/ "iTrJO REQUpD tI-[ _.1J4'W ANCHOR O S+ OX, # { ..-MATE WOOD ' ) . ..-PLATE WOOLY ) :., T Y `' -' `"' ....'.' REWIRED .1- ,,..... _F •':a REWIRED .. I . - ajJSf At RNYE R- ATIVE $_ A�LTRNATiVE R-28W L BEG TAB lt S14P.FIY PAN 2 3T.LAR PANELS 0 c_erHTY PANEL WALL MOUNTINGS y WALL MOUNTTNO SCALE 3/8-l' scAu 3/8-1' i T19N44)Jr1! ` `L .y1���, ?. 'iGENS '• ? is FLORIDA BUILDING CODE (Non High VeloCil NUT one Zone) - - - Fes+++ { t _ ffi42D ,lfrll�EA " 41 �f% 24 CAGE GALVANIZED STEEL STORM PANEL i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN - 0` � � ___ ,X44WYt Im� PRESSURE RATINGS (p..J) AND PANEL LENGTHS AS = * . * s"-'", �-•�-� - / t GLOBAL PROTECTION PRODUCTS L�L,�"� 6TJ�/1S?a 1_T L I E C O PER ELEVATION ON SHEET 12. , -,D% 5TATEO � .^'. ..-. / #Tic. 1 AOME 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Sa _ - '' . F ORIDY',: • • Y4.S�".347 Ttt7,M, yw ---, dw::aMW . q aEOD s.W. s, 61RO.T 6&e, FL 3xiif MEMBERS T6 BE SOUTHERN PONE. POD 2, W/ SPECIFIC g:.4' ,..,.: UAH wt-taa•,. .,.Am w,-,.v. fmmvE, (AJ ROI-750. FAX: Us.7Nl9-..ar9z 20-!7S •'•,.•,•' DENSITY OF LL56 OR EQUAL x. 4L ',_ �- ! r f1.c€Ac0 AMC Iq Y. MAC... AM RRi7 - Na: I CA'9O1i6719 eMNhtlsiAWTE WAL11S A hLLit ar, Pf 1 Ma.- m . - , 1 ' aHCET -I,-.-.,-. P (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR WIN E.O. PER SCHEDULE BELOW � ' E MWWJM .MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW � `�� ECTIONSPANEL MAXIMUM L''Ea1U PRESSURE CtioNs 1M 6c ANf PANEL 1ENOiH DESIGN .PRESSURE &ANY LENGIN .I. TAPCON SOLHl-SET PA,ELMIATE FEMALE 6'3 PANEiMATE PLUS 2AMAC-NAUN OAt.K--IM TAPCON SOLD -SET PANELMATE FEMALE 10 PANi1kA7E PLUS lAMiL"-WtN.1N CAl)C-W RATING i (P.s..) L' n:1 ( r RATING r SR. ) Ca44'44TIeN OF THEM n. ) ro ro m - m OttftAEX[ To m -L1 opY73:XL ID�AETL cQueRHEM SH � .Fat ro m m ro wtsaET[ m tzWDaE,@ ro R �CRI� W7 a]IA3lE - 13" 11' fY 1J' tS 93' 73 TY s3' 12` ,3' TO' t (SLIPS 1}' i3' )tO ij2 13 }8 If2" 73 6 iJ1" 1 tJ2' S tJ?' T3' i4 jz` 1. (SOP) 13" It* f f3- 1}' 13 Y3 t 3 T' 3 t' 3 t '- a s ' 13' 0 t C 007TOM ) 6t2" 13 / t 13` 3" t' ,' 0 7 t j2 1S 6` 1 BORON ) rs' t ' J �i t' 1' 13' �7 t ' J t�3' ���- . t3' 3"�-i 3 _ 13"...a. 3' t3' T3 t' 3 1 " 3 2 12' _ 1a T3' �. 10' 2 -TOP 2 {eE+#TaM... ) , 3 5 ^ I 1 7' 3 ` -it , O } 2 3 j 13 ,3' i 3" @ 1 7" / /Z 13' b t 2 / t a" r Y 17 0 j2 S n 1 ` J2 8 1/1* 3 I) _._.__�.6 i i 3' r a 2- (ROTTQu ) - i3 1 g 9" I '12 6 t 9 2 f @ € 6 3.i.„ f_ 11�4 A' z I 12 I? r_.. 43' 75 tZ' t ° t0' } s T 4' 6 1 =° / ( ) 3 ( ) (TQ) .R } ___,_.� i 1 } _ 1 T 1:. z 1 2 z / fr t 5 T2 3' _.__._ fit. r a' i 2' _ / 6 1 4" / } f.2 /a 4 1 , ` 2 z r B _ 9 1 P' / _. 6 1 1 4 4 t , ' _....: 4 7 5 2' / _ _ 7.,` $ 7 4" $ T 4" ! / 8 i t 2 /22/ _ ._6 $ .OP .... 3 $OROM ( ) .:.LESS 47 SOBtz _ 5 6 0R LIT+-'S $ 3 13 ._.. 1 t7 `*"i 7}. 13 $B T3 t i $ ,3 8 1 , S 8 T3 1 3 t , ° 2 $ Y3 10 s3 'v F 10 fBOTT } 5#TOP.' ) SBOTT ) 5 DM , 1 2 3` / 1 a 1 3 3' ,3 13 i 1 3 I l tt a 9 1 2- I J I 3 iJ 9��l0 H t a '.1 /_ � 5 1 O 1 / 2 , /1 7 1 t 2 J 13 I 13 $ 4 BOTTOM_ ( )B (T) S ( BOTTOM _ - . y : ` 8 1Jb`.b _ V. .�R 3....... ti- 6 iJ4"i9 1f4" 1 t :_.. 13 - _ 52' - S I ,O 3 1 4' ta`B e / $ / 6 (IQP)�'.. ,�. ): ] -�- 1 '#0 t f2 $ I.a'f 6• / J _ ,* 8 J 6 1 /a IB / _ f B / 6 1 ?" / 7 /2 _ 5 t 1 ra, _ I . s i / 6(TOP)_._.. TROTS'") >465, -85 +7g. -75 TO +114-11A6 IS' _ __ 7 I/V 13' 13" .IJ" ` 10'. I - I$` f0' it'_ _ e' 13" i6 1/2` 1 (TOP) t3' 5` e -t3" b tf3` t- )iO ,- 3-- -, -." t3' ji0 tfa 1J' 1S 13" 16 t ` H' `6 ,j2' 13' 13' IV 6 t/2• .._ 9' 8 t/?' 7 1/2'I5 f0" 7 I/3' t/2' 7 ,/2' 5 t/2' 13' 14 1/2` 13' 6" 13' 14 1/2' 1 (TOP i (BOTTOM) Z (TOP) /3' 7 1/2` t3` il' 13` 10 1/2' ,3' 1n 1/2 ti 1/2" __ IV 7" 1 (BOTTOM) t!" _ 13' , ,/2" t j7 /2 t3' , 3 j tJ' - � 1J- _S3' '''I t0'.. E3' 10 t/2` ,3' +3 ` ' r IV' I10 T 2 f _i t' I1 1 2' _e' 8•- 8' 43' '6 112' t3'- � 7' 2 ''TOP) a (Bo"R M ) 13' g' . ~is, 7' W I 13• x- ,_ 9 1 ' fT _ I3_'_ 8 1 ' /2 10 1 2- / 7, /2 4 1 2" 13" j 2 i#31TOM ( ) 13' i 7' i ,37 15'� _ ,.r 9 1/2, 13• S /2 O /2" 7 Ife IV ' 6" T ft�3 13 7 tf2' f3 13 13' 31D 1/V ^.3" 10 ,/2',i ,f2---.----$' 13 7` 3 (TOP) - - 2 1/2' 2 1/2" 0 I/e 5 1/e 12 I/2` 6 1/4' __ - 6 tjR 6 1/4° 3 (BOTTOM) - I - 12 1j?'t2 4/2' 6 114.18 1/4' 2 1/V 6 7/e - - 6 1J4'1B IJ4' 3 (L2fT09!I TO 7O $-0` 7'-5' 7 1/2" J IJ2' -8- 6' 7 9f?'t 4` a' 14 ,J2' S" 3 1/2' -� 7- 11i3- . [S�) - 7" t'�3"4 8` I6 112 7' a 1/2' 8' 4' 4 ,/2- 3' 6 1/2 {2 9/2' Gam) e' _`- 8" L - $" ' - 8. F b g• - g• I _ - 4 (BOTTOM) - 13- 6 t/a 6 t/2'}_. ,3' ` 13` g. 13 . - 1 9' g. t�_ - 5 t/2', W 7 1/2' 7+ -{.�-- s3' [ 6' 4. Isamu) (TOP) t3' s}�. 7 t/2' 7 ,f2 r3' 73'-tj2' [ 13' _ 13' t0 if2 IS` ,3' /2 10 1/Z 17 ,j2' it t/2' B' e" 1}' 7' 13 �I 7' $ {T ': `* (LR"tTT4M) 13" I 7' 73' t3' t3' - 9 1/2" 13' _- 9 t/?' t0 1/7' i ,/2. I s H" 5 (130T1OM) . 13' 7 1/2' 1J* �` -v3' t3�•10 t/Z 13" t0 t./2"fl !J2 e' 13` 7` 6 ('fOP) 13. T3` iJ` 6 IJY l} 8 t/2' 7 1/2' S 1/?" 13" 3 i/2" 6 (P�+) _-5" - - 11 i/4' 6 ',J4' b if4' 6 1/4` tl '- 1 6 If4z 6 1/4" 6 (ROSY.••) I I_ 6 if4 6 / 4' t $' 4a 6 f. 6.,1 - - @ T -0"$ 1 4` / r += t i'.j,++ ). SEE SHEET I FOR ANCHORS 9YPE & VACR FOR OStM IKIDONS wo WOOD FRAME BUe.DI.RB W UINtMW ANOrOR SPACMES AND MINA" fDOE OWANCE ARE AMICATED ON HCrR IS .9#ou POP Ell, LESS THAN INDICATED 01i WIVILRE REDkICE ANCHOR $10024 By M#A.nPLYW. 6PACM SH*" ON SCHEDULE By THE rouxeMe rADTow FOR'Pos oAE"T" TO BE POSSIBLE, REDUCED Spww DWAn6D USING FACTOR $COOL W BE LEW TIN+ MWAIUM 1AWANG INDICTED FOR LAW AMC OR ,YPE ON TIM sC"EDUI. t/a4 t 1/ € T/4 1/e. 1/{1...._, t/4°. AiiC1•I� Tim u ,- Solo sn fEW1 Mi0 MtlF _, 2AOMD-Ni1L1M �A1K-W- Me11MIEM meam SPACING (n) 3 3 ­1 3 2 ,/'Y 2 ,/2 wM wim EDGE (t ) S ,i i/Z' J' S J ,/Y 3 .."ma R.o.l ttarAli BIIIr .. 3 3 tfa' 3 1/Z' 3 1/2 3 1/a' - ACiLtM. EDGE Detim'E E.D.) - FACTOR n_._D - -_ - P,/ ... Pd1 _ _9" _-_. _ k7A . ._-.. --_ aW ly OW - SPACINGS ONLY VAUD WHEN SPIER g IS USED. SEE T LE 1 FOR MAX. A.S.O. DESIGN LOADS & MAX, PANEL IENGT€M�Y* WHEN SPACER �l5 USED. TABLE (1 A� AS,D. DESIGN LOAD MWMU G PANEL 40 PSF OR LESS 6'-B` > 40 PSF TO 50 PSF 61--2. > 50 PSF TO 60 PSF 5'-10' a VAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W//b SPACER AT /2 1/2" O.C. INSTALLATION D^MISS FOR LIFE SAFETY PANEL (-) 1.� POURED CONCRETE OR CONCRETE BLOCK STRUCTUE,�S i /b'e T�CS7H Pt1UREO 1/4'4 TAPCON- POURED 1/4.0 TAPCON.._ __ -..C"(7NCRETE EX15,1NG POURED 1/4.0 TAPCON -msi G POURED .__ ANCHOR 6 S O.0 __p(N3SING L RETE OR _.,..:EXISTING AS#C144R O 9' O.C.CONCRETE OR ANCHOR C S' o.0 OR ANCHOR 0 9 OC CONCRETE OR y 1: CONCRETE OUXX REQUIRED, %Iy, as `3° CONCRETE BLOCK REQUIRED. - 1-1 `1311-, CONCRETE BLOCK REOUtREO. 1 f L �� CONCRETE BLOCK REOU6iE£}, 2 1, s M yJ/ 1 ED+ s i LA- �I /r I /FJ,� r # ^1 jfj �j l f I % rI1 !' t. f r .., t t) I i 1 ,' Mln 1 6 1 I li--SEFARATOTE ^. i 9 tW-28.1' i 4'.+PAT` f r ! f '', COSTIN" CLASS. - ''TRY-$ _ _. I '$g K115 W TaS.1.>S W � R `i >? GLASS M 64 P£lF - - - - AA. A% T;.4 U" a n hg lEKA11 o4x T'-.I', p 1 G 1 I It g G I i" ' Max_ MAX. 6 $ P p. e.ENOTH I ANC [ Mno1 € tLNEz X i _ :.- .� � --T - _ ISLE ELDMAiIOk It I j ISLE ELEVATION i• Min. Ag'g {ONSTOLES 1?) k 7--i-._. E ON SCE7 12) --SEPARATION - i 'I TI 1 4 TO GLASS 1 P r t I =1 r r $` ,y _;s v., { i I ED E D r` f: 1 1F?.• ,:, ":. ✓, 1 J% x x e . rr` f2 J1 1 1 ( {_ I { 4 (... , 31a SIff, _ ___- _ ___ 3 / € _� -- I i , i / ---4) f ,/e% TAPCOH a1 A_ ,/4'0 TMCON - ANCHOR 0 9" O.C. ANCHOR 0 S` O.C. EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR -CONCRETE BLACK REQUIRED. "-tONCRETE aLOCR RECXNREO. SECTION R-1AL O REGULAR PANELS 9 LIFE SAFETY ANEL WALL MOUNTINGS SCALE va-,". 15 & 1$ ADR ANCHORS ANCHM ITPC u^ Yf!" TYPE & FOR INSTAUATEON'S INTO T+ACON WOOD FORK OR SMG5 MIRIMUM ANCFXirT SRA+,TfM.6 At+O MINIMUM A"*" *OKIR VAM4 B.4 s EDGE DSTANCE ARE INDICATED 04 THIS SCMEOLEL FOR E.D. LESS THAN 9OICATFD ON SCHEDULE REDUCE ANCHOR SPACING "impauir4ro9a wn-ii.l '&;;; (m3 .SA Hbdt (ta) 3 .. 3.. AOB19. [D6[ '. EY+19R Y By MULTIPLYING SPACING SHOWN ON SCH oUZE aY HE 7X.tVWMO FACTORS, FEW INS OPERATION TO 9E POSSIBLE, REDUCED 'SPACING OaOAMEO TI MO FACTOROAI 'SPAC NUT DI LESS THAN 1 t/2' x 1 f2 _. _ _ --,- "I _ -- NMwwM T"VE OR 1THIS SED MR EACH ANaR}R TYPE OR THIS SCHED1eF .-. } _._.. ._.-: O 2 3 ,fY i- v'J.'' : tk.Ax it �._ ..._.__.) X _. MA.__ __ ,_ If i eD il � I � I j) /r;;,, t--C1 I t i N 1' Min. I 1 $ [ $ 1 { I I}-- W. It t q aX SEPARA f f !I ���D 70 CLASS. T ._-.Y-3.S tlsa3s w 1 - s W EX6n N BIAS$ -�. Ip,T5 U D I R R mve - .S FA t> @g { t - # n i� , GLASS n_- �� --..- - h6E na n,NO. f r, I X t it 7 ,Ca:ar oaW 11 I. 1 I I It t t I II 1 I _' AIAX. II f `EL MAX. I - II : PANF1 LFItGTH - PAN v - 6 EL LENGTH, J n z I AT N -.-.. SEE EtEV W S ELEVATION YR' F t I g TWN R V i Nm I i z ON SwEE1 12) 11 1 j ON SHEET 127 II T.. It--SEP CLASS. i d : . 1 - it 10 GLASS t i t* I 11 r i �- ­1111F 11 i i u a r s- s. 6 I @° t ) wTi a i E.O,s e :F E E.0 # # I pF I { ,«caper -- I I -_1 r. EO i EO , . -.EQe -'S3. a �Ms. E®T..,r _ S. +.E./4 Mz. - o W . 1-1 55 O Iz 1/c. {!{£.'. O is ,fit . f #I _. 1/4". TAPCON � j/4-. TAPCON MC.4,m 6 S' D_C. ANCHOR O 91 O.C- __EMiINO POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE at= REQUIRED. _.-CONCRETE KOCK REWIRED SECTION R-2A SECTION 8-29 O REGUIjcR PANELS O LIFE SAFETY PANEL WAU �10UNTINGS Inrntpf,,.. $GALL 318®1` INSTALLATION F R LIEE SAFETY PANEL i F INTO WOOD STRUCTURES i ,,, ',., Rol :,. _. -IrT pr, .. ,v ,i WOO HEADER .. REQUIRED -` _. WOOD HEADER ,-`i -_ . _.. .REQUIRED { -} ' 1 lje. TAPCON 4Y TAPCON { . I=. ANCFroR m s' o.c. I y ; _ _ i/ O ,i - I/?' IJ4" .e5 J 577 1 t/2" y lily. -1 ` ; ,x' !it MAX -.... _ j ;2' �' 4AX, ._...-_.-__--._i - I ,; "), {{ I W i` , i • r Min I „{ I 1 1,yL4 ( ' I E. it I EXiSTl1 # t/4R-met^ GLASS k1 i` .Y M Wt 3� -- - 't - i " , $ I.. 1/ew_Bws' -.-.... yA .- ,'r i t n Etiunv`tY' II I it L II i t S. -.. '"L' MAX. ti I } PANEL LENGTH 11 IV MAX .. LL __ ____. _._ _-_2__-.. _ _____-_ PANEL LENX,°TR __ - ._�. __.__.,r__... 6 D I ( SEE E`LEVATTON R e I SEE E A1IOH ( EV ON S i! 1 SHEET az jj .--_I-----..- ... _..7 ___7 ON SHEET 121 ;I, ---- I g � ._T---j._- � _ I Y 6 I. w,- I I Iir-r,"EP4RATKlN- - - C TG GfSS. $' , -_ .- ._111 1 L _...1 % I. 1Gn. _ I 1F---5ERARATIOM # U D �1 / @ , i �- I 1 L./2 } -4 - ti 'O GlA55. 1 i " I'll" . i 6' 77 - -., I I 2'.4' WtXJg,_ i i 13 `• 2'X4 WODD _ PLATE;f I I. i I, , REOU R ED PLATE ATE O REQUIRE. W `� + .k '. 9 4*0 PAN ELMATE PEU5 j� 1 , ' ANCHOR o 12 1/2" Dr., t 4"A PANELMA P f TE IDdS ANCHOR a 1x 1Ja' a.c. I t I ._ t,I 'r11 ALTERNA I� VE R - _ : 1- _ _ ALTERNATIVE R-38W O REGULAR-EANEU WALL MOUNTINGS SCALE 3/$..t' ,awwHHEN1p� liP 0.• T... I/ ,y O LIFE SAFETY PANEL A`v\r,ENs •.9 '• IIi(), 44187 FLORIDA BUILDING CODE (Non !R h Velocity Hu TrIcons Zone t. iN ALtATiON ARE ONLY VALID FOR MAX, A.5.0. DESIGN PRESSURE RATINGS (ps.f) PANEL ELEVATION `A , 'A' - `o'•, STATE OF 'WO: � Q 4�y:• F(OR "`s o29aC Ta.7UC. 9+F 14 GAGE GALVANIZED STEEL STORM PANE - L �► 1MI: GLOBAL PROTECTION PRODUCTS, LLC. rP- ORI.W!! B': o'/"pA/>E I 4AND LENGTHS AS PER ON SHEET 11 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ',f it C HN 4.N J RECT TEeTWO a ENw No coMPANY iyS3�, MEMBERS TO HE SOUTHERN PINE No 2, Wf SPECIFIC E14011Al ,, FIHn1M,1HW ` d . aaa. u, W.-1Ei. vw9RA 9AtmAA me. -. �} a7I P,t6t+e• {sa.NaB-7343; 'At" Ta%4M�a797 20-175 L- DENSITY OF 0.55 OR EQUAL -00 °Yp w... ws.tot tar ay.•, e9,..uA, - CA-9tl0 Oamn,* - I- Pf. 3EM,j91ONATiAmL/O.AtE WAITER L , I Jr.i 7 , . Cxa ix•144 _A... 6IIpT I6 >1r to }, N U c- to cu N _i_., U -0 N N L CL U O .= co V -0 (2)0) � U) 4.5 N -0 0-0-0 cu Fn C O O � -2_ = ^' W mc /U O ._ `V O N . L 0 L— CL i /� `V ��11 4- � -6-0U) f ( ( <a ^q0 CL- Q LLI 2i Q Z Z Q J m is En , ej 1,I C'timfzi- V4 67 2. C8 Ge _ " 'a 0 - a„ t"1a sr7 Bb : s F L., Y (33 Ci = E PO a g U i el i W C/= r/ / \u 0 [ eL CL .4--/ O L- CL CD V/ MCu W - SHEET NO. SH 1.4 >ZI/ts, EZ1 W/16 ANCHORS _ __. . .------- __ISM SECTION Eli & ALTDIRATNtE Ezra ON SHEET 11h__ .._.. ,_ ,.:. _------ --, -3, M.x. .--„y M­-, , I- ,Al: "I W,, CIE r4 , _ T . }(SEE NOTE 21 �w , �, ixom 2) ' -.. - - 89 Xt. - ENO d2 ....m.. ,. . , { . I -�.,.. POP r'6;:,Ei :A?;t aASIEL(;S`� TO 6E iNS';'ALLID A? EACH OPENING SHaa,,. AL WIM S IlE .2 O O T O O :D ❑ clO O , i3. ,. i �` - . f l 1 I ; I P±?'trsE'fL' Ya ft£Ar: 4MJDLE 10 FACWTA.c .NSTALLAIION It U.Tr_NOM l l.. 1 1 f .:I i I T " rt, #� 3 E r5 BE NSAL:f . 'ROM _ INSIDE E as' STRUCTURE, I ��� � t rF r 17 l } 3 l *� I � � i 9 l I ) I{ ` E I P i t i l l I I I I u} r i I t I ' i € I I i ., S , ( C I I i i I 1 1 1 6 { i 1€ I l ,AT PtR` I i I I- t- 3. 1_". ._ _� € 3 r i 1 I s I l " i - l t i ?Awe .___.. _ .. „-^. ---__.. __,.. ..-- -,.-.. _,. ,- _...-......__ ..,_..." r.,,_.. _1-- ., ,_ ,.. _ ., ,, .._,_ ,. :-_..,.-.,.. .-,,, �: { ?.:F'PPiiii< tR s6Rt 4 :.... STORM F:: $t 1 T `('"r . r,. ,. i T ,"" r-"" r 3 v r-F. :r ,. r , £ F- -e T x i , , + T t or ,., j. f i I _�'`'...5•.:.,. E...,��'�: E-Z' h"ANG SUM ANC. , 'S710 I, I(u'40 (ANDI'' i i (iY'iTEAiOh. PANEL) { trLFTE'R1OR 5=A€VGLI ` 1 94TERlC7R t<9tiFL ! MAa. CJN,"-YSTIAtG G`F rAHi I. rim: TRACKS 7CrF 7s: fit1T7gM. .I . F g}y ! ( f (i.TVt7 FAtdEf.i p 'I SF.€ faOTf5 2. 3. 4 { I ° i [ 1 ° `: l ,: i I -i : 1 r ; : zcx c'... x ,4 •. :. ., .- _ ,.. I I i I f , 33 I € , f I ( r . 1 , l i >• NJ1,5 �:" ., l 4, (?,. LOU PANELS 5' 01_t ALWAYS PE CONNECTED IO BOTTOM JRACM '. i i i ( f ? } C f i I I i ` ` ' r I. 7 ! :: i. I , u OTHERWISE a STOP '.#AR St+Ita:1 T3E Pn"GTVIrJ£Tl A? T(h' Dw St1C+a f: ' I ' I ' AA r, I l: � j i € i � ! I ! } 1 r :. 1 & I i i ( i 4 � C P&+aft 1f.N «,t t�.Ahlif.!;�.. ",I s t i 1_ �,.* , S € I �,t,.�. €6 g..� �.i 41 o '-; Y�<)� i. �.i :«F 'L 'W 04.f 4eC Ps.,' 1,,..,.1 I y , C*--"; I I i f 1., } 1 s (s7.. Is trip fiArdF15 IRE C£+t=;NETf`U TLNl;z?T`'•',1,U lutsca., a;ONNr.airms i q i I qt t.` -Y ' f ; { j i i 1 e ' [ i I t i qq - .3.- 5 ..1. i ..a ., S;t� .vNa^. U"r i j4'R-2irx,:yx4' %?.5.. Irj rr'8"#�3, 32" tYe4G I { E 's .. t s ! I. I I t. I. I = 3 ; 1. I I t *'s" d.,R l""F'`? rANE1S It/ Tj4N-?ONIs ,, Nil'? OP t!-0°ex..3r''4 Mira. TtfUi46SCREW INTO TAPPQ_SOT;'OM : i ! i ! F I 1 I , { i , ? t i + + {{. ! , ' I f I i sS arcLY's WAS N IA. tN-R,N, � ?RACK LOrA,1'ON Or FA5,t;$E€a5 MAY BE h7 OT'HER OF r*V I } I i t} i [ 4 ! [ } I i. # 1 % i , ! i d 1 I .: (SCE SFCT'T,,ONS AS APPLq_NKLZ F-WERIOR RAT, RANGES OF END S+AiYEL, , ! ! I 5 1 } l € f , i I Erix I €€ tt i , } i " t y s I 0_ ., IN rnsE TwAi ;TaU P.wtiEi5 ArY €g(TT COtar«tGTE[i TO 'S-Q&t L .,..{, ,",_r-.r . _.: ..,,.. ..,., .r. 4., ,. . _ .. r , ...., ,x,. .,..: ,.. .. ..- ,"..w,..T (4}.. TRACK ONLY USED :AT TOP) AT LEAST O �' 'T J' t . I I [ ' r I t 1i 1,, F. BEUF' HAN 3c } EC s I ? i I i I E '. j € 's 3 ? t ; 6 j I ; 1 PANELS SrrAia, Eli UCiriNEC'(E'L Sv HtxiTtPfF tRAGK USING SPECS . L,. `*-' ' r'"`i-"- ` ' � r ANDiC.NTF0 ON NOTE i r' .AS' t'E. Ili SUOC 1 CASE, CONNECTION OF T t I r f -".. 411 �_" -I f "`� $ 'i 1_T_'11' ' �s "" i �"t`-", t 1_. F,_T_ i"�( - + _) '� j_L..l ,J=L...t. J.»I:i s.L ��_1 L.*.J,SL-L.-#..,;.s::L...d.1.i1,,,`,-.,.i._4,._.}:,L J�EJ.L3..3.J._i..l,-...1 -i.3 _.--. i, i .AtiE,.S ?C^ SG'Pr.36A ieN"N' hiA.Y OCCUR #'+ ANY PANEL LC3CAC{flN. I 1 SEP '-092£ 4 -- _" r@in SE ''ryry ^""pp,�^ 5cF I= Mtn '' ah iALLRTiL�N> UNtr VPLIU i'LlF W}F:U • §,{'I Vi NorE _: ✓�„ ROTE: SPEW t1T' TO 170e*r"pr, ANCii%V S __ ,_. , ------- (SEE `sFT.-TION E25 & ALTERNATIVE C71W ON VTUE T' IS) .. .. EZT / a sa i EZ1Vv/#8 I A ELEVATION RI D00 E-Z HANG STORM PAN t Y T, (`) SCALE3;32'=r" " 4.'6a7-(Dirt O''EKAP 14 uv GAP ., w E ± _ r. ; I ifi f t;g MAx ).�'LCI A -A. , ; F+4 it+4T6Ltef ip" 111 •, �'. 9N ✓� FLORIDA BUILDING CODE Ron High VwtacH SurHc4n$ Z.-io)I vv*iI ItIm.: K: " :1 O,44167 �---^�� 24 GAGE GALVANIZED STEEL. STORM PANEL r B s * - k,. .. it Z .«•<-.., / - og� g rs/sataaxc STATE D - � C SNP 4 i1IS ,, GLOB1AL PROTECTION PRODUCTS, LLC.9 E �s f [} •-• 'i5 # 9a Y +am 'r-Sv, 5r SYrszts h+ "tosi % ' k: %.a 3sn m. Ma :4"$ 4>tz b. . ^, Y9Y : DA4c. GL SIII. 'd:�_ i ' ` y 'amp. ,. { ; 4 !- 06,, St _-,I- wielNL:: r' .i'ywy-l5 €m lit" AeR-11AR .+1 - SS T'P , ' akw a. 9ft,P�kn zkt ++JS a. Sf1tmL 'r - LfiT#1W.A'4+ W A" 1"i 0.¢..O*wl& iQ ORE 00 n9 < F r tI - ,.EIc'at#' w4L:rEe N rhos` ,Jr_ Pa. F rNeYAnilA1\l { ,.,S, 3At.'1T f7 tlF e6.. 0NGIr1JEE'RlF`1JG E:Nc31NEERlt4© Expar-sSs PRODUCT EVALUATION REPORT September 15, 2020 Application Number. 17869.1 - ie EX Project Number 20-31543 Product Manufacturer, All American Shutters and Glass Manufacturer Address.'. 1640 Donna Road West Palm Beach, FL.33409 Product Name It aesc iabow 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant. Scope of Evaluation. This Product Evaluation Repoli is being issued in accordance with the requiremenis of the Florida Department of Business and Prnfeasiooai Regulation (Florida Building Commission) Rule Chapter 61 G20-3, 005, F A,C , for stalewude acceptance per Method i (d}.. The product Noted above has been tested and/or evaluated as summarized heroin to show compliance with the Florida Building Code Seventh' Edition (2020) and Is for the purpose Intended, at least equivalent to that, required by the Code.. Re-evaluation of this product shall W required following podioent Florida Building Code modifecalionsdi revisions, Substantiating Data.- . PRODUCTEVALUATI DOCUMENTS ON DO U EX drawing 420-31543 tilad'24ga Galvanized Steel Storm Panels (Hi & Non-HVHZ)P, sheets 1-5, prepared by Engineering Express, Signed & sealer) by Prank Belmnardtr° P.E. xs on, Integral part of this Evaluation Report. . TEST REPORTS Uniform static structural performance ties been tested in accordance with TAB 202 few standards pat fast repents) *BT-ASG-1 7-001 by Blackwale; Teshng. mc. Large missile impact resistance and Cyclic loading performance has been tested lit accordance with TAB 201 and TAS 203 test standards par test report is)1BT-ASG-t 7-001 by Slacflaratet Te sung. Inc, &I -LSTRUCTURAL ENGINEERING CALCULATIONS ured engineering Calculations have been prepared which evaluate the product based on Comparative and/Or rational anaNsss to qualify the fallowing design criterra' I- Maximum Allowable Spans 2, Minimum Allowable Spans 3. Minimum Glass Separation d. AnehtrSPacing 160 SW 12'" AVE4LIS a4'U1TE 106,, DEERFIELD BEACH, FLO410A 33442 (954) 354.0660 1 (666) 396-9999 TEAM0f NGiNEE:RINGE7IPR:ESS.CAH. EuGiNEERt NGExPAEss,COK Page 2 Or2 AM American Shutters and Glass - 24ga Galvanized Steel Stonn Panels No 33% Increase in allowable stress has been used in the design of thisproduct, Separation ttonglazing is not required for Installations ous Id of -Ind zone 4andesse essential fad1phas. Impact Resistance. - Large Impact . s bee do ante as evidenced cedt evious. listed testae ors nd is Oar Resistance iTa n men tad n )n1, a prp [ 3 0 p�f a+lcoumed for in the engineering design of this product. Wind Load Res istan ce This product has been designed to resist Wind loads as indlcow in the span achadule(s) on the respect" Product Evaluation Document(1e, engineering drawing). installation This ptodud shall be Installed to strict compliance with its respective Product Evaluation Document do engineering drawing), along with all components noted therain, Product components shalt be of the material specified In that product's res eoitve Product: Evaluation Document (La- engineering drawing). Limitations & Condtions of Use. Use of this product Shelf be in strict accordance with the respective Product Evaluation Document (Le.. engineering drawing) as noted herein - Ail supporting host structures shall be designed 4o resist all superimposed loads and shall be of a material Naiad in this product's respective anchor'schedule, Host structure cdndifions which are not accounted for to this product's respective anchor schedule shall be designed for on a site-sperABc basis by a registered professional engineer. All Components which are permanentlytrstalled shall be protected a aI st corrosion, conlaminathan, .a rd What such damage at all lamas This product has been designed for use within and outskda the High Vetoc" Hurricane Zone (HVHZ), RespeafTilly. ,v ,." , r< Frank Bernardo, PE ENGINEERING; EXPRESS* hI'E0046_ 49 # Cert. Autlh. 9885 . 160 SW 1:2''k AvENus SuSiE 106., DEERF15La :BEACH, FMRIOA 33442 (954) 354 0660 1(866) 396"9999 TEAN@ENGINE€R1NGE%PRES.S.,GOM ENGINEERINGEXPACI,S.CQM, A"SNP, ,C" T. =4J--f 1'41..{ Y V 4. .•l AIL. cw '1+ ru Hi - 3 n Ymc. Cfi Y3 E,. a I'll-rl,r>. , ivi,+ s: ,ut.,L 4 '^". r EYty HAi P4.T4, ,.. :mCF'VTTiV V „pf t_' 1 s' --4 rr I:"r EA..E� y- e n�+, mncmnc r *r - �r :}IH LnwL t.UbY41 Ib: 11 ': LI" "F;`•T I fL",, � it: -4: ,"Wd[,UL ,1 N,., ' ,...IYL c'Ct,faU / " . u vet., ,,` s. p u. ,::_ ELr_rEues:,irlo-r +,. r. __ 1 n.c.a fr a. w a - ✓ u,sr, V ! .uJ rh u4 „ �,7 z) ,._ _- -_ .._. .. r. ,. 'fn. -, d _3 K N .. 1., :. .,.. i _A T F H - 'wr4 rn �-: '¢ 1 I,fA r<:.. T .-IV'T.r Y ¢ W I Ti , A 3 Y' _E W L' Ali urn 5 �I' 0 r 'r F r';y ., nrM1+I. 9� �� fn � rl G - ":o �. u, I' - `F ti 1 c. u �' a '�w �: ?l -::r iE f e: W „+ a Rµ O: - ,-R Hu r LI r .-r. u.y a 11 D [iS E . i,: .. , tic, _ , ,. TI} . S _ 4 , rN ,,. ,.. " �.. r - : lj C,]I f .. G11J,YH F - I r41i-. C 11 w :.. ... 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Ii.IN N f NM1{11411)iM n,N, sf. k"N INSTALLMIQ DETAILSE- H # INTO PQWLM CONCRETE.C4Q ��NL3 WOnp STRUCTURES :, t7tLSTiNG aGUR2o `�. t!'• t CDNCREtE 9R -'' 4 f TRi10O CONCttEiE a40CN ft*1.5i.; 10 t2' fi:C. r + 1 11 12 ._ - _ , i6 # ija`m TAlrC4N r T #?sx HEX WAD TEN WOOD # §xr` HEY HEAD TE# ANCHOR e^ 12" 0 C '� +r _____"' _ S£%Y'EM It� 4, mom fl£t%.n10 ']-.s,•� i Z � 11 .....__ 0 4" FROM I P :t Ilr I -i: alhea-swla ! I"t SS�rT6 wj'_ a #: ss ,Ts w,ii3 �Le I I x rx oAaEw R r" W. _ r2" {ASP rf aX _. _ -i tlr i1 t -:i t" IOTA, i -;. irARATsON 3 r8`p �^"'' EX7Sr'1#eG N TO CLASS. i it EXr57ING A SEPARATION ,...-• i 1 _�'1sa'a i ( u. t _.; R 1wNtNA POP GLfi!N TO eLasF. i QP i 1 j o r - (1 r-g u i 1 W-0, d L, W-e" s s, atias�w s N # un. elaro-.e.,- _ . -: !. _ _, ..,,.._._ I -9 "I,.._ r .__. - _,._._ 11 i P"A1aE1 tkF1Gt41 §.5, Buis :11 r RAI+E1 L€NOTTiti # I It i AT Th` a i N- p.ARAYtCSPt i L 7' hbn, d __ IJ 'p-20a27 Pq ri o C ASs. # - a ii�"-SEPARATION- INUM 5Dii I 1 I � s It TO CLAM P OF L` Iit ,., Ttd1;M"CREW "l. 1 i `"r1."(: t i 3 t Ts LI _... I— .., 1..w_._,..,... s ` sslt, SNax �4 « 1 2^ I t/4"w TAPCCN r rx `� $y a x-0' we Nn PvuarEG ,�yL ANixrt�a A ; S±C ` 6`{}NORE', OR F-"T`xi$TE j oNc s _.1, � ! ._ =��� l ���E���� SCALE 3/8-1" SCALE 3/8-1' f Z. �G %:. FLORIDA BVILDIl� G ;DDE (Non RT h )hHocfty RvITivonw tone) MIN. PANEL LEWD I 1* O, 441 In,=Ees..uec : 24 GAGE GALVANIZED STEEL STORM PANEL r'a t, INSTALLATION ARE ONLY VALID FOR W,XK. A. D_ DESIGN SHALL BE 2'-6" !*I * 1 _ G�*a s" PRC$SVRE RATING +/- 40.0 p,6.f, Aran V-D' MAX STATE 4 � . �. ,_ . -_ � � L PROTECTION PRODUCTS, 6rr�#e�D PANEL LENGTH, d: s r / #. l te4� 2. FOR NEW WOOD FRAME CONSTRL CTDN; 'WOOD $> �It r w TEsS & EN9 HE£AFM3 co ar#H aiw 4W fey%-UI MEMBERS ?'J 8E G6llTNERrd PINE N t 2, Y6f SCtT C y .` s eu tNx t: n<s P..]1i4 I 2SS-1 y5 Oft46[TT OF 0.55 OR £ipUAl. + %' a*° t sa.¢ ! : tvaxt = K*., Fp%. 4 4,-N'=s,' .. ,.w..:...w, x ft r rw T,"I. 3 ..4JS ,A ,r tfQ ,r - wk,'.Ea a hSi.R 4e, Pt ° '1""+T P =3 TZT ie s5T to ' d41 i a - [ALL AMERICAN SHU17ERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS HVHZ � ND -HVHZ' PANELS MAY BE NC'7r.HEOA6 REQl71RELL, i-OPTI4NAL?l.4-2DS'RTCH PROVIDED THAT CONNECT I. AND POL79 WITH 7VA'SHERER ANCHORS, ARE USED IYli}GH SATISFY WING NUTS FASTENED SPANS A40VEI HELt`i+,4 OVERLAPSM'@ TSPAN jI 4P1`ROPRIATEaPAid I Abi 14 VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS I N;T�S:. ELF-VATIO4 ALLOWABLE PANEL P NSt GLASS SE SCHEDULE, SEPARATION C7 C 246A ,^sE PANELS U P P T 1 (MtNIMUti45T9 M ANEt ht ARA R N. i R+JAI Cr1A55' R I tP1VF# wSNr12I E .fa F.SS iYT+Ai FACiLiTtI % N # k S TdA I % L1I1Nt U451GN a Al1tiWAaLr iNSTA'J €TION5 IF..S INSTALIATiONSGAFA1Efl I t Pr4C5S AE i. ! . ' P P THAN 30 AAdVE r.RA#JE Aly 3 AHOVc k)E a a R tin i10, P .. N A I Er T ifi Y J ._. __. m wa 0 6 i. i S 3 4k 5 2 6k / 3A0 f 6{,A 7 n 0 4ty _ffi_ , _ 3 i2 £ `! 76iM1 i 3 _ _ P-4§ D SrT 5A7§»r. ,.1bt is :E f iss THAN OR tQ04 TO LOADS i NER W ARE STUDS W%D IN I H A MC5 N1TN'` D"PSIC45 eASPACINETC,} USE .A S fE4t SPACING Taili..E vALUES FOR. ,&DES (INCLUDING Si:ULD DOT I 1OLATtO% LOADS is use NEXT HIH£k wAI . A^,77-C& A �MA MLiM ALLOWABLE 7911,11 i ,- r DESIGN PRESSURES, -- � � "'I 4.I-9 ,'iu .P -: As NOTED tN iaE5tGfi7 DESIGN NOTES, SCHL�3ULE5 r. W , a4 P091TIVE D NEGATII%E DESIGN PRESSURES CALCU LATER FOR 115E WITH tHY5 SYSTEM SHALL Ill! WERMINED PER . -.a „4I � �r n S �4' SEPARATE ENGINELNG IN AICCORDRNGE IAIT{i THE GO'YERh17N6 CODERESSURE REppUiREMEMS RS..: DEi'EAM[ D IN A CORDAtaI),N9U 5CE 7 ANq CHAPIT uti 5 4N, } b w. ,, , e G 1: i19: OF THE P1�oABUii.gING CEDE 5 ALL 8 LESS .I'a O -UA T HEA EO TfVEDESIG R. L O. .Q?1TS NEGIA ....,.. - EENU- 0,2 m _ ) z,. . ? -. ,:.. 'um PRF S riE It VAL S �'.Hf N �. APo ... CA4RC. E. LISLE.. REI-.f R .. OVV U A. ASSEMBL'! AS SNQVfN. z4 " " ,:.g gggs11 GENERAL NOTES; cad sn`tl140 z " r Q t:'lLI 3 TA" 11V W ReQW- S BEEN U5ED IN THE Ili 1.1EC7 .. Ii rH7SLOII 1411 G''F149111LE a rOR 'HALL 85 $ ^ JIIHerS III ANs Cti,I& ._ .0,: a xz. Is f,1R-III I- 2E1� d:.E t ON 44XLMIJM TESTED = ❑ h 9 iAlls aNLE55NOT1, 4R OTMERLkLSE 7 V(rtn `E`vECLFICAT10N4' w yP+ -d �. q. v ppp �..�r..g `mot' UH1NuM A550CI,_O '�` �' Ix CAL COPES 9 ]z 4 STALIcrrikALOy+wirr {'i M hLUH7N p111,01,' X: ESeCn:. - TT[ALLV OR IP. FANEL56yALLBEPE[EMAN ENTLY L'RBELEO�kV1EHAfiIJNLMroll t1i LABEL PER EUERY3❑FEET 40NirAiNiN6iHEi0LLn4'PING INFJRMATI0F1 Km -'t 51 d ALLANEIUCAH SaUTffRS ANR YrLLLO wEST PALM eEAC}I, H. J 1� 2� 3 _ 1fiY � i' TAS 2Da, TA-- 202 fires 203 FtOgtg11 A RRCO., 4PPRDVIL NUNr1ER. . GdPtFtiR ¢smwtw FE 24-51543 VISIT ECALC.16131643 $0 0 'o R7[ F R9- Jt fI [-T. F5 1 -111 Ir=l,, ar I1+1r _, a'n All 11­1 MSje161NEHiINGEkPRE'dSCOA 111 . RtlR.xWn+ONaLi' IFE_._,s iiE93LgCEs -I 1' T MINIMUM ALLOWABLE SPAN SCHEDULE (I ALL PANELS) .. 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SCHEL1Ls1-E t5 RL UtaF D FQP USE wiT'H PatSiiTVE LL2rSf55 D'.4tY, C OSITIVG `N161111I,ATfON ILETWEEN LOADS IS AICIPTAaLE, OINERWISE USE 11 a-, L.TdtE.7;.: ac"A`t PA wl ,1'`" 1,1 v LOAD, RTE_III 3 F04 INSTALLATIONS OWSIDE OF niE HVHP AND OUTSIDE OF ESSENTIAL - FACILITIES IN ASTM WIND ZONES 1 THROWN 3. THE 'RAa5 tiEFARA+ION SCHEDULE IDNOT Re@Ule"Eb ANb. NO MINIMUM SEPARATION FROM Yi t -: PRifTECTEI7 JPET-01N1"i iS a 4JSREi7. @ TIONALINTERIOR I N.T„S, I - FASTENLNG DETALL N, , w w-;ash ENE« s,uc "A WT#AiEa h 8 I,- 1AM5CTf. 1C+4IM"AW>!.T 2 � aamFu" @OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING _ -2 990" 2. 25II `: I.2250' 0094' ".. 0060" L/ x swuK 2.2s0 _ o,7SO' - OA}9 0 25 - sees fir- t � fir, �, g - D, � -C 2 n 8 ,d§f' ,'R, T 1W u, °TYP v; 1IIUA-. -o'. 9 T r,; $ L 3 6,0% N 9E2" I ,D94' E° "•.' 1 c.Ds2 ,, -,="„ i i$Q f930 �0 25 0376... 1 D62 . o6L }'� 2.O0Q I a 005Z ^ TYP I Toss I ,oaa" : �-- �QDu --I a Qzra .zso -1 zarnr I- -1 z oaa° I- $.y1'2}' #:11 180 fki HEA➢ER �U• HEppEa RWLQ�01 -U' HEADER q. qf� @A PAN,CLe541RE :5. tl ra3 II F' h-1,56D' 7 3101, .MO MAX. -dI ". ., b.iV6' 0,313" _9,u1 " rr. pptpL p� 161' 1;560" - It' U36S" G .. ii. 64557",,. D.37s ,�. 6'.. ''0'."''^. -. ! 0 i79:°. f655 t}.19 . 0,6r55 U.19D y. I. 0�59 a , 0.35 1.�307 I, } 12.507 PANEL CGVEd7AGE--1 - �I -� � -"H Ih-. 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