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HomeMy WebLinkAbout36690 Olde Homestead Drlip 1 I 11 1r, in, I 'fl �� I ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bell CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Temperea CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Blot. DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T"S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Ex,'. Expansion PL or P.L. Parallam WDW HDR or WOW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWI: Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. JUN I3 f , LM 1M= t+J INI A F18M 1941 Al B1 KLM .r INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N cm N 0 < ti O N L._ N x a- -0 O L U O C6 s= N Y u, Qv cJ S' (13 �. W C n; p > ¢ E fly -' C 0 O C c) � S L oVr ••,,atr�,,, � /r�F� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a a Q E J w V 0 C 0 co N a m M ui a tnCN�� N M V z o LL Q J 13 u J -� Ci `L O w a -a w Z L Y: O W o . W 7 (0 N tA�'°' O 7 orw V'L Z u M Zci N- w J O J = OU J W ❑❑❑ M Z Z r. � Q J CL � N to z � o CZ (Dra LL r Tt • Cn w E � GA U O G) w o V) c Y �L/) w `0 8 � U 0 8 C U) • o M w ¢ Z f J oi a E o Eu s� <� Z <_°� x° a Us O < ZCL O E N ru o wo a Z �w . 49 L U) - < .2 U �, m O z'0 Z Z— v �w rb U)Z o go aw N � o N o J= wa �0 �o IIJ CCIO �t zl< a OU 3 =o ,o = > (0 LI rA' tT 10-1 Q cc 1�— L00 co o C\\ T_ o Y 07 r W co (� m <� (O� O c) s c14 LO � (14 r � T y Ern c o Z Z c = E r N 2 m c CL U � Q p _J JOB NO: 22-04746 SCALE : AS NOTED SHEET NO. C"k S _ III �_I_ I _I I f I ■ SEE PLAN SEE PLAN TRUSS 2 x 4 #2 SYP P.T. CONT W/ 1/4" DIA TAPCONS AT 16" O.C. W/ 1 1/2" EMBEDMENT CENTERED ON UNDERSIDE OF LINTEL SEE LINTEL PLAN ` 15/32" OSB, EXPOSURE 1 SHEATHING ATTACHED WITH OF 8D COMMON NAILS AT 4" ON CENTER ALL EDGES AND 6" ON CENTER ` INTERMEDIATE. 2x4#2SPF@ 16" O.C. W/ (3) 16d TOENAILS TOP & BOTTOM NOTE: DOOR'S TO BE INSTALLED WITHIN FRAMING UNDERNEATH BLOCKING - NO HEADER REQUIRED. 2 x 4 BLOCKING AT MID -HT - INSULATION PER FBC AND ENERGY FORM PROVIDED WITH PERMIT SUBMITTAL CLOSURE N N N Jj 0 V) Q v' N 2 x 4 #2 SYP P.T. CONT W/ 1/4" TAPCONS AT 16" O.C. W/ 1 1/2" MIN. EMBEDMENT SEE FOUNDATION PLAN 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 20X26 18JX25i S.H. 13 20X38J 184X37i S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 J X 62 4 S. H. 16 20X72 18JX71} S.H. 11-12 271/4X26 26X254 S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 J X 62 112 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 } S.H. 33 54 X 38 J 52 } X 371 S.H. 34 54 X 50 J 524 X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: %4"=1'-0" C;anarnl Nntac 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. Chapter45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.6 / -29.1 0 +26.6 / -33.5 GC� SEE SN SHEET OH SEE SN SHEET t�Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) CD > ti O O co Q23 N Chi L a_ L M O M V W Q O M � � (DN �i) 3'°-T',a� (D Q ,B C U) O O > > a_ - La ` J 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 o E a g J L OV d 00� N N _ 0. CD v,N M M y # LL O N S Q J 52 J LL Q w 13 J _ Z m e a. a 0 =ZC? �i 5N( MO WC/5 T �' 0:) d Z - NZa6LL m w w J a N O U Z W J to ❑ ❑ ❑ V M � z N o o z �UDz o Q `n z 0 o U 0 w g M Y V) � in M � U w J F- - E L 8 i! _ U O N Q 00 Y 0 sm ti CD OO waZM = Q ®E z�o ~ E CL O KU �o O� Z N ra ap w o az (a N C �Q m0 O O¢ z Z ," �uwi to 3 F 8� z Z go CL qw W T WLLa ¢ O r ~ O J= wa �o a co v zla t: o 3 0 c 0 > (� ' n r / LO c cm Q 00 CO 0 Ir -' J 0 Y t Cr x l� v / W m T *_0 O N CD CD L.n N E c00 O Z M 3 co E T_ y E m c 0- U J Q J JOB NO : 22-04746 SCALE : AS NOTED SHEET NO. 1 —-�- _ I I. I I I -- I I 111 1. I " II 'L'i'L._.1 "III 1 I 11 II 1 1 I 1 i 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES w MEDICINE o CABINET 00 0z OZ ILL O > N i t_ M M M M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER i HOLDER CV FIN. FLR. KITCHEN O 60 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. x ` TOWEL BAR a ON BATHROOM WALL SHWR. o VALVES W = = o t C° SOAP r C,0 (0 d 00 o DISH U 10 t o 'n o _ t CD -1 t cM M TTOUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY i -LIE] M 0 CV � ID OPT.' REF. O KITCHEN BATH 2 0 60 0 O � MIRROR i I OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS -- 30" H UPPER CABINETS -- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT W BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE -1 CABINETS - 00 U- SIN r i i0 a. 1'-2" co 0 2x T } L o0 FRAMING- 1/2"rN - � t 11 GYP N c? BOARD FIN. FLR. Tj Ism 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER 16" FOR LINEN 12" FOR PANTRY � o 04 CV FIN. FLR. CABINET BLOCKING SCALE: 1/2"=V-0" 1 O N 0 0 �U N - 0 m x N Ou-a' (U O (Z 0 N 1 C CIO zt Q� ) 3 � LJ c(- F C O O O U v ' -=- 0 LLJ lot�5gfi�f�i{j� i Y • ti � 4ti� , N 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. 04 tll _ o E LL V N _ m w d: �f'N0 ik Q LL Q c J 0 Lu J LL LL a 13 Z Wocl9rnv _."9 0Mr C,W 1-- Z[ "~jw i Z m wIL a O~ 0 M Z ` Z OU , W ❑ ❑ U Cq N � O 1J z O z � N z � � Q v 7 J d � 13 M N z m o_� -0111111111111, wo c wTW U LU J { O I • �Q Q o N � CD o cio w o z 14 Li E � oLL w= Q� Z® oa I— Cz @ —CL X UO U , LU O z oE as <=w= 0< CV L woo K Q ¢� m O Vj C C o' U 10 z J Nm 4 etl 1z f Z [� � oa Z go Ca. 3 w< a z W w< c� >° o Oa a z< o °O > Cfl LO rn �-. 00 CO O T G T Y � Y r o co ¢I ) C LO < N w a Z Z 3 N E T � c a 1U -j Q p c JOB NO : 22-04746 SCALE : AS NOTED SHEET NO. 2 LLl ' 1 1 III I I LI , I III 11T_PRTr qg' 9lrn I I' 11, 11 1 1 1 1 1' 4 111 1- II 11 1 1 II' I I I!' jlFW"R I I' 1 12 5� HEEL 12 o �5 F4 T.O.M. HDR HGT. TEXTURED o CEMENTICIOUS -1 FINISH ON C.M.U. (TYP.) zo �5 5r1 F.FL. — -------------------------------- 24 12 o 5 F30 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER -- = — - �- MANUFACTURERS SPECIFICATIONS ----- - -- - --- 1'-0" -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- -I/----- 00 Il�ll�ln ----- 3068 3068 FULL 3068 3068 3068 FULL LITE FIXED FIXED LITE TEMP. TEMP. GLASS GLASS FRONT ELEVATION - Al SCALE: 1 /4"=1'-0" 14 0 RIDGE VENT _ - L 12 1V-0" RIDGE VENT 12 5 4'-0" RIDGE VENT i --- ----- ------------------------------------------------------------------------------------ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11-011 25 SH 25 SH LEFT ELEVATION - Al SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED _ o CEMENTICIOUS °O 00 FINISH ON C.M.U. (TYP.) - - _ F. FL. REV. 09.24.21 N N > O pI-O X < -0 O �- C= N � CO O t� Q O (L6 �L E i= M 0 0 U «� 0 W �ttt l�iffl9�!lilt�' • G, 777 : tt1 J F O •,• F 1. '• O S S 10 o\,�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a N 8. J LL _ - - V c: o W G a m v) r r ik M �:• Q rcoLLti L O w I^ a 7• L c�0 D_ X 130 _ W V _ 0 '� W i ;.. : i.. r°n rn m w WE co N Z Q O N M J LL ,n V O U J O Z W ❑�❑ CD z N M o Z � Z � � Q v J d � N M V!) z a U o I i--) cn w m o .� U Ow v' c U E s� s: — m r3 � ,✓ ix z L L y U o °� • Q N O o �p J w M M w w z Z a Q J ;? E E ° � W � ao M CL <_ g 00 ¢4 ww u UO O< c O E N ro n p ao d z ww _ I- N L ¢a ¢ tt� w m 0 Cn Q O � l z Q) J y0 a'' Qz I. N om z ao 2 N W W U o r- O oLL w a ¢ �3 Cs5 O nj O CD � is r a r ou� O L) rn �-�LO Q CL 00 co O T G j O J Y r C^r T' V / W m T Q O N I CV N Qi Ln < C14 r T E c 6 Z m Z 3 N E r— c a o U ° Q p 0 JOB NO : 22-04746 SCALE : AS NOTED SHEET NO. 3.1 WON J,1 c I a 1-011 I_ _ 1 — — — — — — — — _ -4' OFFRIDGE VENT r 5� - - -�5 0000000 00011 3-1 -- -- - - - - 35 SH 12 11'-0" RIDGE VENT 5��-- -- - - 12 — SHINGLE OR TILE ROOF PER�5 COMMUNITY SPECS - INSTALLED PER - - _ — - MANUFACTURERS SPECIFICATIONS UFA C 4'-0" RIDGE VENT 75. t 7-�-�.�_-�.�..__�_-`�_-- g-_ T.O.M. EXTENDED OVERHANG TO BE CENTERED ON DOOR (2) 35 SH 5068 SGD SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS REAR ELEVATION — Al 14'-0" RIDGE VENT SCALE: 1/4"=1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) --- ---------------------------- --------------------------------------- — — TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 3'-0" F.FL.--------------------L+--------------------------------------------- RIGHT ELEVATION — Al SCALE: 1 /4"=1'-0" REV. 09.24.21 O ® > O CV p co c14 m X MLL.a Q �O� c — (U 0) U) e c 3 ? U y > of co Q� — CL� E C 4 cA O O i B >✓ -0 LU VV r M r` W J �YT �v�O INf1JlIII!It\ \ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O g OEO a RO N CJ LL M cn CN 0 `ug o ac LL Z LL O W LL S K LL l O Y Z cc13 C Lu Leo W0 7 f9NtD � 0 O W . m W ��pj m W W 6 M Z CO Q O' { e N Q p OU Z J 10 W ❑ ❑ ❑ z N M 0 Z N Z n Q R J C1 � 1•�` _ f0 U� OW U � E t y U o y o N o Cp t� w z [M Z oz L M U- Q E � -- Z. wZ Z® 0� oa CL O M° a` _° o� Z� 1= CD� ao a oz w O az W z tt W U) C C ax 0, z Cl)'aw m EN Z N 3 a 3 Q $� LL 2 dZ ww Wz W T ao �z a x o� _0 ¢ 0 0 oa o a 0 za 0 �C:) _ L / LO Q c� 00 CO r C:) J m m Q Q N 0 ( O N N 0) L,() r � r E co o Z cc z v y E T a c m a- v U q p c JOB NO: 22-04746 SCALE : AS NOTED SHEET NO. 3.2 r- VARIES 1'-10" 12" CAP CAP Cj 2" `NOTE: �-O 1"RADIUS FOAM TO BE USED �' > OO CV c ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS Cl) N U N 2 REQUIRED BY =,N O COMMUNITY ^ 1'-5a' d C6 L X 1 . iv 3/4" RADIUS d 00 SPECS. IF NOT, ����� O p L (O DETAIL TO BE 1" 2" OPENING VARIES 2" 2- BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES SIN 1'-0" iv EDGE OF - — (D N O 1- OPENING VARIES 1 c C N o 22, VARIES u> Q 12 VARIES �� L iv -IN 1 1 0 1 -? -s Q 1 1/2" RADIUS U (13 q q., q2 2 2 1/2" RADIUS W J � � U 34 4° in M O O c+)Ia �, 00 (h CD VARIES 17 12" 32" 11" 321" N ,,, 1„ 1" 1" 1" BASE BASE N 3. 2 2 MTv 1 1 4 4 a" I N • fV 4" N CV N N 1h O 2 v *NOTE: VARIES 8" 2" FOAM TO BE USED ONLY WHEN �I 3 REQUIRED BY d V-6" ll e COMMUNITY _ SPECS. IF NOT, 1" OPENING VARIES 2" cp ill 1-4. // 1 � DETAIL TO BE 2" 2" BUILT W/ STUCCO. I24"I Lo EDGE OF � -# v OPENING 6 cn o 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these o y�I"IIy IIy CV drawings comply with the 2020 Florida Building Code - 4" 101,I I I Residential 7th Edition. Engineer's signature and seal is only for 0 10" 6" I the structural engineering portions o the yawing pages bearing Engineers signature and seal. cD ty r` 21" N cD 4 8E a cs LL N p oo N a co 3 rn040 # 9 _ J S LL u IN ri _ Z m c C? m 52 a p Y 3" 13 i0 � 2" 4 3., 2' 2" iv = N W d M LLJ rn 11 N Q Q M -'�'— Z IN co Z Q O v = I U) v J > > Z N O U O V) W ❑❑❑ 1-1/2" THICK 1 'n M V M 0 1„ 2 z a 4qM4 24 -IN Z a°oo ¢N¢ O M z o Q J I 2'-4" 1'-10" � < = ^o T 5E3 2„ 1, 5" 52 7" - _ 1 51, 1 3„ � N Z o a - 'IN IN — � • lf) °p � Cr 12' tttrP;---rlllff,,, VARIES VARIES �O ,.,_, o 4 1 ° to N t/1 > j cn d e IN ® L O 3 > VARIES VARIES c �' i Q __- i • _ Q N C, N q i 3��� g w M oa i 2 00 E 3.. 6" 4" KEYSTONE F11 C KEYSTONE F11 �o aR E U Q o w t CV CV OPTIONAL OPTIONAL Q oI o LL = ® t E CV -N H o a o 1 1 ca �o uo IQ7o ° ao az R6.. 2 44 cr R44r.. v 3 0 �a w o w J -{ 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" 9 o o v Lr4 c� 2 NOTE: � m N • INSTALL OVER STONE, TYP. o 2< dO • FIN. TO HAVE TRADITIONAL S VARIES a �� � • FOAM/ EPS MATERIAL IS r LOOK & SMOOTH FINISH c� o o ACCEPTED o w� >O ol, o NOTE: < U o • FIN. TO HAVE TRADITIONAL LOOK & 1 s 1 1 2'-1 1' 4" o C _ i SMOOTH FINISH 14, 1 64 .4. 12 2" •FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-1 54" > (� a LO 3'-8' 7" 4" T-0" 4" Q c� y1„ 10.1 V-4„ 10„ I T — 00 CV CC 00 "v v G T Q J tlE C'V m C 1, CV m 1 o Q 4 N c) 04 Y N N CV j - m o o Z o0 O • m m N 15 Z E r p M O *- C CIL E N Py, a U _j Q p N 1" Rro'• - 12" JOB NO: 22-04746 \ 1 - SCALE : AS NOTED .IN SHEET NO. GENERAL NOTES: Ln M • 1.5 LBS DENSITY STYROFOAM o • POLYCOAT (HARD COAT) F 1 we "d• ACRYLIC SAND FINISH v v+ IR C-:) x a -a� rn to 0 r) 1" 0 1p 0 J 0 I 2 Q L0 L0 v 0 Q co 0 J r— 0 I N tt In 0 Cnn 0 Q v+ 0 3 Q CV C 0 O d E F—� v E 0 Q C J N LL E2 0 U 0 0 0 UI U 0 U d z N I Y i c 0 Vv J a� LZ N N ai 0 0 CL cV CV 0 0 Cn 0 cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER METER MAIN O 200 amp 150 amp UNDERGROUND Dis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 NEMA1 150 AMP/ 200 AMP I to lights & outlets to appliances and GFI to WH to Range to HVAC 150=2/0 200=410 in 2" Conduit T� 4 Bare Cu Ground �I�f A� CLAMP PER 250,50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. o3.os.22 GENERAL ELECTRICAL NOTES. NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET FiiiiF HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS �� TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FP PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) III 211 AV �p PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER © TELEVISION (OPTIONAL) - - - �� 7 I ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT AC PAD i�db 3 GI T R9 ELECTRIC METER DEDICATED RECEPTACLE wl ELECTRIC PANEL H.B. FOR MICROWAVE RANGE HOOD PER SPECS DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM 15'-0" VERIF METER LOCATION WITH BUILD R WP H.B. _.I;� A GFI I ELECTRICAL PLAN — ELEV—Al SCALE: %4"=1'-0" N N_ N � j�0 I` 0 N 0 U N >_ X cn LL a c L5 Y Q C,S M '> rll IY C) 0-0 — E C a (7 O 0 _ c U 2 W CV N 0 CV ti CV v 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H � a N J u G G - 00 U)N 2 Q 1L Q N C7 C J J LL O W LL Z SZ$ J Li tY a 0 t m0 L O — O 7 (0 N V_7 O m m W w LLW��OrjQ' _L0NZQok N M (� Z Q X 0 0 OU <5L) W ❑ ❑ ❑ Z N M o R Z m z Q:S JIL a N groom 11 Ln _ Z Q) � o (� w m U 0 w g L I Ly N un f6 U W J ~ — E 8 I ri N U F • C N a Q 0 N O� o J ¢ M J i ZCh F o 2 � Cz E o oLL M� Z® 04 m O E X U01 o Uo Mz oz Z N aZ a p w - � � U O¢ Z F' >< Z v J ° W f Z Z �, Cl)a 3 a $ z g° W CL UQo LLa nw Mill! o o CIO w� wa �o a Ala o 3 O E2 >� 'n L / CA Q ca 0 00 (v O r :3 O J r CT r W m r 0 04 N N C3'� < C14 r r E 00 z Z E r E � `m c d U J Q J JOB NO: 22-04746 SCALE : AS NOTED SHEET NO. 4 — . 1 11 1 I: I I I t I_ I I 1 11 1 1 1 1 11' 1111 1 11 1 11 1 +' III 'I I ATTIC VENTILATION CALCULATIONS - Al Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. I The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators Vent Am, (Must Provide Upper Ventilators) Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC Provided SQ. FT. SQ. IN. of by Upper "*CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN`* SPACE SQ. IN.. of SQ. FT. Total SQ. of ventilation to Ventilators (Values to be verified with Manufacturer Specifications) ventilaton of vented IN. of vented be provided SQ. IN. of SQ. IN. of See Elev soffit ventilation Ventilation Ventilation ( ) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT SOFFIT VENTS SQ. I1 NET FREE AREA / SQ. required q needed required soffit by upper - •STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA I SQ. FT. S AREA needed ventilators "If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. —Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Main 28 1 Floor 2373 2278 325 1139 81 570 558.0 (Zone 1) 1 420.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 1'-0" 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I ZONE-1 ATTIC SPACE I 2373 SQ. FT. I I I I a O r I I 5:12 SLOPES I I I � W I I I > ILL RIDGE — — — — — — — O :12� SLOPE 14'-O' RIDGE VENT I o � a N r Lr) I 1 V4 RIDGE VENT I RIDGE I I uJ ao I I W I I CL OJ 3'-0' L r I N I I r77 n I I I I I ( 4'-O' RIDGE VENT I RIDGE I W I a. I 0 O N � ' I M I ' ROOF PLAN - ELEV-Al_ SCALE: %4"=1'-0" O ® OO N t X C d + C, :� C Or) r\ _ <; C; ,-2: (� > Q ` r=` cn O O 4- 0 >� LU 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. c n W F a o pEp U LL ci Q N w C 0o W °° On �2 a N 9 rn fn�tia S O a• N O a 13_ # 4 N M C U Z LL J E LL S 2 d W a Z 0 v = ��_ _ O m (N C� (0 c rn m w Z LLW Z N a O J M zO N� U �Q J O W ❑O❑ Z N O o 0 Z pip N Z r= Q J — (Z � E3 n M z 0170N LL � T Cn W — � O W S � U d w m $ l0 .. . U o ern' C u) Q oo N o • r• Q O w M z g g z J w cn 0 zo > z® 1= 0< E wi oa F- r6 XO �¢ w r u o O z E O _ o ao mo p O Op z j < Z N o. Z QO O az W T �I U mLL ¢o u w Co �EE _ 3 �o J To zla aTo 3 C O O 2 >'^ LL O 1 Y N o1 �\ m — W CO O T G : O J Y T Cyr' V / m m <I O N o O N N LO Q 04 r T ui t= c� a Z � Z O E T N v c co a U Q p JOB NO: 22-04746 SCALE : AS NOTED SHEET NO. 5 - 11 1 _ I I 1!1- 111, li 111l I - I 1 V-6" 5'- 6'-0" TYP @ 1 STORY U.N.O. A S3 i� VERIFY METER LOCATION WITH BUILDER + B r --I I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - 00 ......... ...................... CO VERIFY LOCATION (2) #5 REBAR VERTICALS w/ in PANEL FILLED CELL I ELECTRICAL 01-01, 35i-4" 20'-6" �� �� I c� LO I I M •• I I I K S3 o I N J S3 ( I 2174„ 4, 9" 4'-10" I y I EDGE OF SLAB 2" : 1 q ■ —CJ :: GJ : BEYOND WALL —CJ N5'-3" ih 1-10 3-6r' .......... O CN IL (2) #5 REBAR — 17- VERTICALS w/ in I J I;; I OPT. WI 11 OPT. D -3 1!2" c%) FILLED CELL 2'-6"x2'-6' X1'-0" FTG G W/ (3) #5 E.W. S3 r 1 _ �. �.� �� I L� J I L - - - - J I;; L - - - _ 3'-5" SLOPPY 7,-1„ (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" AHU I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY I N I CC FILLED CELL44"1 U.N.O. A S3 ici / I S3 S3 o0 CJM�,& I ........... 25'-1 9-5t2a —O) / /2'-6"x2'-6"X1'-0" FTG/W/ (3) #5 E.W.L INDICATES FILLED CELL w/ 3000 PSI 3-1/2" MIN 3000 PSI CONC./ / SLAB FOR HERNANDO / / PROVIDE'/2 x 9 %2" "' i�, SLOPE I S3 7 (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / i / RECESS FOR FRT. DOOR VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PS) -(NC TOP OF CONC./ PAVER TO BE 4'-0" I 4'4" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN SLAB OVER 6 "Il VISQUEEN 0'-0" 4" BELOW FIN. FLR. ■ : ■ ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BAFjR1�Ft I • • ................................ ............ ' '....... W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" // : ... -----,-----� .... _ ........ .......... . 0 4'-0" 16'-10" 12'-10" o T STEPS AS REQUIRED PER FIELD : I ( / j / / / KITCHEN ISLAND I i/ LOW WALLS nr ='= = --1; , III I• • III OPT, I: : : :::::::::::::::: , , , : , , 10'-104" : I , CONDITIONS LU ■' C------ / - -� CJIII REF. ICJ- C.1 CJ�}I ■ 1.. - - - I — — — '�'—"— - /i/ —1E _- -_--1----=-- ll1-= _- PROVIDE 1 Y" RECESS / / - - - - CHASE TO ISLAND - - - - — - - li i - - - TYP@1 STORY U.N.O. IF---�17---- FOR SGD. REFER TO / I �r- ill / t L S3 I I MASON'S SLOPE FOR II I I Ilr D.W. 1 HI II Ill I :: o' : ; ''" 1 1 ' ' II t A <V - r N oo I M WIDTH LL_ _ ��I=JLJ�-- :: :: III oo S3 LO in S3 / / - - SINK / DISP -3 1 /2" / / If 01-01, AS- o i AC PAD HVAC CHASE BASED ON i / LOCATION �!�----------�--- �� `---i— +—--------- ---------i-- I M —1�--- 14---------� 61 I H.B+ 5'-4" 1, A TYP @ 1 STORY U.N.O. A S3 5'-10" IMN -10" L 2'-104" L 5'-11 FOUNDATION PLAN MONO — ELEV—Al 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 Z —�x xw co a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS '_�.,irol+:;�,•�" REINF. SEE FND. FOR i'." QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. -Alternate: The reinf. bars shall be cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" CQ C-j N .0 X '6 O '- C N S-- 3 U_UN� CJ N (y) -CL Q N >CCC(- C M N O O L �>a 0Uj N 0 N CV N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W w Q �* E Q J v � 0 N W C tD W ID N a ro °o ti nat 5 rn m O co O t1 Q co q O J O W U_ u 13 Z � Of ta. L N O d v 3 �Z O S «"� 5 ,r O U g T rn m W = LLW 0 z QoIz Z N O0 L W 5 o00 z � Q a cq M N z M � U Ow $ fC5 •- U w m 01 . Q 0 N � m o w M M J65 ¢ 0 Z < M LL- 0 E u Z� <® ao M— ra X U U o 01 z D ao woo z w <o m� _ U �m Z C, J e aZ y N oa Z Z gO a w a nF W U o WF �o O VCO" zIz r OO 3 C O O > (Q ' rA' w / O Of N ^� (� w (a O r O _t r T V / O m m Q� O N o O N N LO C T E c00 o Z m Z E r B a U -j Q p -j JOB NO : 22-04746 SCALE : AS NOTED SHEET NO. 6 I�n��i��nM��nrwusu��u�us�unw��gnW♦ m I 111usimmmamim�M� �u TYP 10 2) A A A S3 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND 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. Mr) FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 �%6) or'Y32' EXP. 1 03/16) TILE: 1Y32" EXP. 1 (3�1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$' x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", 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. (2) A A CJ1 CJ3 CJ5 I II I I ;EJ7 I I A EJ7 1nJ S3 EJ7 I 11 II I II EJ7 I I I � EJ7 7 D1 EJ7 (2 X LO N CJ5 I I EJ7 I I I 0 Q Cl) a (2) X I I Q 0)l2') Q a a co Q m a a CID a I II I EJ7 EJ7 EJ7 I I I EJ7A °I J7A S3 II I I J7A II I I I J7A m Q Q Q U Q a ¢ a ¢ II I ; J7A II I I I J7AFA J7A 00 Q_—a O —�_ N a Q N m m m 11 7 J7A o EJ7B W m D1 I I � I I II I EJ7B I I I LJ I CJ513 0 •��CJ3A A M U J U — (2) A (2) (2) A S3 A A 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 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" 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) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 122 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY I V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d 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 1 12-10d x 1 1/2" It HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (8) 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 (8) 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY 'ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" N W-C- N O O N cv ca- CO X M U_ O-. -O O . M C:) (15 c�NY _ `2 O Q) Cn Q r- - C) Q) E C M (n O O ¢ L O >>C�_�-W r °. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a W Q N J LL 0 "O N N_ d 000 " ao w M Q M C) 2 Q LL Co 5 J ti O W Co LL LL 52 0 IY ciao Z v t in a 0 9_ O (0 N V7 v 0��LU W Z LLW m w W ) M zo ZN OU uvs W I 0 2 v M Z N g Z � N Z � o Q � J h. nN1 M ''z^^ -9 O ,Wl (D LL T � C/i W U O W g t� I U d W J 8 sl" I = t v o cco 0 r_ co w M co ¢ zo z < � C Zz oo s > �® Q O l..) w? ❑a Za ca o (>3 g O Qz U �0 O < ww CV i 0 ao ¢ w mo C _ C of z Z J �m e ° >z z cn a 3 Q 0 wLL z z a NW W ;o g � zla aTTij 3 .N O L / OI N �1 Q c� 00 � O T G � O .J Y r a i W � m N N N N /� 7 00 o Z Z E T_ y W c m d U _j v : Q p c JOB NO : 22-04746 SCALE : AS NOTED SHEET NO. 7 I1w immuIIIIVIInIYYYt�,��1Y�Y11�1■�!� E]hA 3 Z 3 x u7 u' chi O J 't O I s 3 rn Q O Cn 0 Ln 0 I LO v C vCri v+ c_ C) 3 Q N O v C1 E E 0 L v C J rN I..L U CL U z N I Y 0 V J > N N ai 0 0 a C-4 CV O CV CV 0 Q m 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < • O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T FORM dr GROUT SOLID 4 ! �w �U O #5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY H 8 F 16- B/ 1 T a i" tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-f p ca�ntels = 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. #5 REBAR AT ALTERNATE POWERS MIN. (1) REQ'D Q'D d ° 1 /2" CLEAR STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D- - G ROUT h J 0 V) N < 45 REBAR AT BOTTOM OF a uLu O LINTEL CAVITY w V U) BOTTOM O ¢ U O Z REINFORCING a a c7 Co PROVIDED IN Z LL 0 w n LINTEL O (VARIES) U) rs Cr o- iti .... 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) 1-1/2" CLEAR U. 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 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 ) l �1 4'-6" LL 4'-6" LL CE 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" C J CV N O O ti O N Qm N >- LL CL < O L_ C N -r- U T� O M v W �!i C C G QJ � -- (D (>3 �- E C 0 O O If UJ 1 f ! V I ft'f' t- x4, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. (i W Q24 v n N v E O M LL C rb N N a M ci No Q N LL C J LL LL a Z r rn_ a O _ W _v L . O �0 0Mro m 5 W Z mww LOLL MZ a o = N O U J O W ❑oo c� z N M z � Z ti Q J d N N rNi z v CD o 1 ' 0 l `V w Um O w o �tJ1 � U E 7 U ) N • C Q � N O� MO J M o Z Z a Q- E 0 O W 'z � Q � Z ca Za f- ra _ xS 8. so '0 OZ Q Z O ro CV � L a< az O ¢p wz tt � 4 _ Y U mi O Z OZ Z Qi !� J N m a Q f Z 2 I p Z dO wLL W W o Wa AIM -'O zziaI . 3 �O 0 = > CO X r / � <0 00 � O T G :3r 0 J Y Y T IM m QI O N o o N N LO Q N T- r E00 Z Z E T c C a v � ¢ o JOB NO: 22-04746 SCALE : AS NOTED SHEET NO. 8 t IIII 1 I III '_ 1 11 111111I II►1I11t_ 1, 1__7'I 1 1 1 1 1 1 1 11 I 1111 111 v v 3 rn LO LO v 39 0 00 s J -tea. I x Q <r L0 v Cr CAD 0 J I 0 v+ c 0 3 91 N a E rv- N E 0 s v C J y LZ E2 41 E H U a� 0 i U i Z N I Y i 0 0 0 J Lz: N N N 0 0 a N N N 0 V) 2 as 0 LO 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. I EX POSED EDGE OF GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXP THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOW D AT THE TOP OF THE GUARDRAIL DOWNWARD 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. Z.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. IN STEEL HALL BE ASTM A615 / A 15M-12 MIN. GRADE 40 f = 4 Ksi REINFORCING S S 6 y 0 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. 1 y„ YY4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-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'X 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 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. p Y 9 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and ball is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1 A - 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 appplied under all exterior concrete or grade within V-0" of the structure sidewalis. 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 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND MICROLAM R MI LAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N CJ til a) -C O 00 ti O X (10 LL �- O L CIvX_- c 77 N Y C r > Q 3 ry (1)Q. -0 Li F: C 0 0 j > > 0 W 'r•��/�.�. •.��.•i Care C'I '.'"4/.•.4f v °��J•r ^`O N 4s To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ' N W v r N v a0 co J 8 LL :i ca c 0 w r M co tn�� o a (NC7 v N s u_ q LL 0 w = J�� 52 n. se ern_ 1 r c 0 Y15o 0�o W ogres o m rn � W Z IL 05 LU . 6 - coLO MZ a o N J O I < OU L Z ;.: W cn ❑�❑ M � zM M N M O z �CO z Q J N V I 'zn V M4�• U 0 W g t/ ! 2 N Ln c'n U _= E B z _ U o Q • N O S� o Cl) M ¢ zo z Z¢ J LL a. E O E w o W o z � > ZR ❑a V (fl 1 0 UO za< ra OE N ra X U <i U U 0G a Z i <o �z d a z Y U ms o 0 z -c J m ''<w z fn <' zZ a Q: Q3 p z �� W CT> <o 0 NE �� C)w wS2 >O a � N °� •° > (fl ' n L / LO rn m i--� Q C� lt 00 C AV `O 1'_ O CT T Y m m <l O 04 o O N tV 0) LO Q E -E 00 o z m Z E r � a U _j Q 0 JOB NO: 22-04746 SCALE : AS NOTED SHEET NO. SIN '! II 1 _1 I I I I I I111 l i C.0 3 rn LO 0 0 J I SI LO N 0 0 0. LO I Ln v 0 .n 3 Q CD i a E 1,2 v E s v C J H 0 C 0 �I 0 i U CL z y I Y c .s U J LZ C N 0 0 a 0 N 04 Ji 0 0 N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING . � I—'t. .. 16GAx1-1\2" LONG (3/4"-1" CROWN) ` ll STAPLES @ 6" O.C. VERT BETWEEN MAX }4 116GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 000 5-0" a - c� STUB -OUT FOR 1'-0" 0 9 GAS METER 0 o 'n � U O ~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. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (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" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" 602.0 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) FILL CELL STD. 90° HOOK BOND BEAM LU j STD.90° CONT. #5 BAR HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO �CONT. BASE PLATE BEARING COLUMN jy� PLYWOOD FLOOR SEE PLAN FOR REQ'D / '—SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI --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. Filler blocking 1/8" min. )Small gap 2" min. + i 2" max. 4" max. 1/8" gap Web Stiffener Fastener Schedule Joist - Bearin_g Location _ Series Depth_ End Intermediate / N2 ®_ 9 1/2' [ 2-8d 2-8d BCI 5000s 11 7/8" 2-8d 3-8d - - Clinch nails �� _ 14 2-8d 5-8d 91l2 2-8d 2-8d when �f', BC16000s® 11 7/8' • 2-8d 3-8d possible � BC16500s® \4" 2-8d 5-8d 16" 2-8d 6-8d 1 PP 9 9 P 9 web -flange cconnection.urin nailing to prevent damage to 4/8 ' \ BCI 60s 2-8d _ 5-8d 2 Block soled between outs for full length of span. 1 9 P Tightood/OSB 2- 6-8d J 3) Leave 1/8' gap between top of filler blocking and bottom of top flange. O -7 11 7/8' . 3-16d 3-16d 6 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/PI web stiffener 2"Turin. y`"r 4„ BCI 90s 14 5 16d 5-16d _ max. 16" 6-16d 6-16d required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". -Hangers with side nailing. - 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. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building ode for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. 1 T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls 9 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or 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 up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET vrovlae aoequate Dearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails require additional consideration. SECTION @INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) " ROUND HOLE MAY 6 6 "7!!T DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" 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. N.T.S. Jc SIMPSC w/(22). NAILS 1 5/81 THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) : ,11 !.l � 1111-111I I I111I — _ —T Nail with 10-10d nails. �Install tight to top flange. � SLEEVE THRU STEM a SEE PLAN FOR . a • FOUNDATION INFO d \ STEM FOUNDATION \\ Filler block. Nail with \� 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap ✓ .i Zz I - Backer Block' "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements ri X Joist j depth ✓X r� r�� •�'�° °fir I -JOISTS BUCKETS N.T.S. GRADE ° r-REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION a@ MID SPAN SIMPSON H10A w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @PIPE PENETRATION `-12" BELOW GRADE NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE &REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE � PLUMBING LINE z ° CD c G d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d° d ° i e° L a a °< a N ° .F SEE FND. PLN. SIZE & REINF. N N N � 1` O Q 0- Go X -0 O L C N L M CD M c-`,NY r' c Q o t� Cl U 0 5 � � .= ci) Q � 3 " > w rl,- Ci �- - E c i6 0 0 > Q 0 W To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H Q o E M 8 J W V la N tD W ,^ u7 °000 a a Co � r_ Z ei Q C v LL J CJLL ' O W � c Z fan = o O c a W _� Do ��ONnjO' m w Z IL O Logo N M Z J Q � o OU Z W ❑❑❑ CD V z N M Q J a r M N zC1� U o a--+ N W 8 N Ly N � Ln _ U) U � aLL, Ta _ J E q = L c s Q � sin fop w M J O ¢ < � ,1 E w z o o > <R Q sZ E O a� wz z® ❑a ro < -0 x U UO O U z O CN ¢4 QUz UQ Ott dz � w L Q O W mo . ro Ca C z U oz Z, ''< Z co v J m m w gZ U) v ¢ WoaI_o jT < iJ r _0 J o O V << �o ra F zl¢ 0 3 0 �O = >� LO '^ LO rn T Q cc 00 co O r C) .J r C)7 Y '— _Y c m m QI O N �o O CV cV LO r r E c 00 z z E r � a cc c a U 0 Q p � JOB NO: 22-04746 SCALE : AS NOTED SHEET NO. SN 1 3 Q bn D" 0 0 to 0 I xl L0 L0 Ew v cn 0 0 0 J O I LO D Q N v a E N 0 S v y LZ 0 U .o i U a v I Y i 0 0 0 J LZ 3 D 0 a 0 Q 0 N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) 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 1 x2 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. 1 TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM a T'I uP=l I I ; D • I I=I I �I I III (� T D3161-CLASS F, IN ' I .I L I I I I I— ACCORDANCE wl TABLE - R905.2.6.1, FLORIDA BUILDING( CODE 7TH EDITION (2020) -ILL[)I IITI I I= I I F 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES I 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 FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE c iv a 00 Z ch — 6 MIL VAPOR ° I - z BARRIER ; C M — �• • T COMP. SOIL. (COMPACTED TO 95%— MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 11'4' (1 STORY) STD. 90 HOOK SEE U.N.O. 4" " 2 STORY 1'-8( ) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS c� z M I 4" 00 . e SEE A/S3 OR J/S6 11 1 I _IrFqI I lr 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 K*j -1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY - D1557) � �!h�rr� � — 4" 1'_411 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. II II II II 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /$ GYP. TYPE "X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE] CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 21.x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS 2" WWF OR FIBERMESH WWF OR FIBERMESH ELEV-0'-31/2" z 3 1/2" MIN. 31/2"MIN. A.F.F. o ° r ° N - o a ° I 31/2"(min.)-4" o a 9/ = I—� 1/2"(min.)-4" co 31/2"(min. - 4" — ' • — I I I 00 F - — —I —I(I (2) #5 CONT. %1 —r" 8" (2) #5 CONT. 4„I —' -4� 8; 411 1,411 811 U.N.O. MIN. U.N.O. TYPICAL BEARING WALL (a STEP an SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 CCU �\�os ecs M N CV 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o M�N�O7 INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 11. P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER "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 HOOK DETAIL SIMPSON SP1 w/ (10) 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BAR BOLTS 6" M 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2'PFROM TE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° GRADE ;, 4 ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi x � a Z °. FINISH GRADE °O 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a ¢ M � I m °O I= 6 MIL VAPOR BARRIER — N ° ° — — — — °0 W �1TI�Tf I I- °•° f— SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 GRADE _#5 REBAR w/ OPT. ' 1—III—III—I 11= I I— I I-1 I I-11-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" 1 T O.H.D. RECESS N T � n. f _I I Id _ _- -II�'4 I� 00 1=1 11= I 1.4 I_ •1 1 1 1 . _ : 1�1 1 1• SEE A/S3 OR J/S6- ` -14 I 111 �,I I I 1111 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 11 ° 1 #5 REINFORCING BAR 7/ Tl T T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO I I ° ° . 36" MIN. LAP [36" MIN. LAP] f 95% MODIFIED PROCTOR ASTM I I — = — � 1 , 10" SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 P.T. 2x 1/2" GYP. BD. " HOLD GYP. BD. 1/2" FROM SLAB 0h 1-01, CONT. BEAD SEALA� INTERIOR a.. a ' ' -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � e 00 C N IMI _ - co 6 MIL VAPOR T BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM NV SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL r BEAM SIZE & I I CONNECTION INFO I .1 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B, SHEATHING z ATTACHED PER NAILING w � SCHEDULE a ¢ > w SEE PLAN FOR STRUCTURAL g Lu COLUMN SIZE AND BASE o w CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS GARAGE COLUMN TO PORCH SILL U. AT 8" O.C. ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS > FILLED SOLID (SEE PLAN FOR =_ 6 x 6 W1.4 x W1.4 J o w SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, LU 0'-0" FIN. FLR. BRICK PAVERS or SLAB PER COMMUNITY SPECS ° I 1=1=111=11I . INTERIOR WALL SLAB STEP NON-BRG. rK"� TAPERED COLUMN FRAMING rCD 12 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 a p. j (2) #5 CONT. ON 3" CHAIRS 8" 1'-4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� F WWF OR FIBERMESH SEE A/S3/J/S6 —` I T ` ' '��*�r-'-`"' 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS @ S.G.D. / M MASONRY WALL AND PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL- 00 2 GRADE LU SCALE:3/4"=V-0" IN, S3 EXTEND FILL CELLS TO FOUNDATION PAD _ :n MAT REINFORCING. I cM C7 � � • r Z L1J LU U oo�= . • • • _ za LL a r� 2 Q FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 E N_ 0 ry C) CD N Qm I o � N � o c� c (D Q cNn E C cn O O Q C U +, >>a. FLU To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ronda 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 N fix N �r 8 0 J LL V 0 0 m °oo a) N a `­ Co _ 0 0 cnr�`O�� u� c c CI M # a Ji - Q C coJLL u. O w w a Z 0 V 0 W r w o � r rn Z Co Cl) 1nIL0 ZN O U W L) J 0 ❑ ❑ ❑ Z N fh 0 z Q J d N M N z (D o 1 LL T' CO Cl� w � U O w s U0 c i U w� ';....... r� J E U o c � d Q Y �0 N 4� r� o �w M M m o Z < � J LL a E E w Wz Q� Z® oa OU OU Z o J G aoz � <o m� ry Cn CU o Orr Z v d� J h m a 0 a w z dOU �� 0< � w W T � (.i � ¢ 0 F � J z o 3 CIF >O o cfl w� z< a 03 L / LO Q 0 H 00 �i co O T O Y r � Y T m al o N o o N N L(') r Em 0/� 00 o Z Z T 4j of a 0 _j Q Co JOB NO: 22-04746 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 3 x Q LO LO v P 0 00 0 .J I N U -d- rn LO v N o oo 0 0 I Lo Ln 0 r cnn v+ iF a 0 i d E 9 rn N E O 21 C J V U y z CL a U :o z 1 Y 0 U J cZ N 0 0 CD N 0 N Q m v N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" i SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK I -- ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR_\ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID ++ + + POINT EVERY OTHER + �STUD W/ (3) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑Fol ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 1 d a ° d ° ad 8, STD. 90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 112"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J J w MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF Np�� N 2x CRIPPLES @ --i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" - O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET FOP I GARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3 (2) (2) (1) LSTA30 T -16' (3) (4) 1 (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 • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 �R SIMPSON HTT4 TYP. OrO 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 @ _2 " O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD r 2x TOP PLATE \:2-16d 2X4 PT STUDS @ 16" O.C. -----_,,EQUAL NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. IN KO BLOCK AT EA. STUD MAIN SPAN PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROO F TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48., SPLICE STAGGERED J G 10d @ 8" O/C ATTACH ALL - EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON n P.T. ATE SIMPSON SP4 OuvlrOUN 11)r4+ SP2 anvlravry SIMPSON SP1 SIMPSON SP4 10c ST co J M, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 IL 7- 2X8 P.T. BOTTOM P TE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON 4PSON SP4 LINTEL 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TYPICAL INTERIOR NOW WOOD FRAME WALL ar4 2X TOP PLATE OVERLAPPING NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT C� ROOF TRUSS ABOVE 2X BLOCKING O (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 STAGGER D E TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • 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 SCALE: N.T.S. N_ C)� > M CO X M -0 o 2 c- CD � — N � Cz U-. a - >Ly E t= _ ca 0 0 - LLJ �` * ...... '2A1 0. t f. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � _'. W a N cD co 8 u V N a ib G a5i sue°°., o Q cNj b zS- # Q LL C u 0 (� J 5 W J U LL SS d w Z 0 m N a O S Y2No 5 W, o f0`O O ��O'O' W ILW m w co Z ¢ O J ZN O U c�> z � M 0 z z � � J — E3 N r� CD a Q) (D a--+ f6 w w p a U — � O w g to �_ w N w � r— J � I U o c N ¢ - o • N OI o co w M � � o Z 2 ,�U_ E c wo -o >N < ;= E O �e oa (Q !— R E� o Uo �U z C o - ao < �� o< GV L wo Q m ww a c 12 U o oLL z C:10 J 0 <w f Z d> Z 2 I pp Zo aU �� � W W Uf wLL _= a m w as 3 2o �o aF N O > CO L LO1° I— L 00 � O T G O J Y r � Y T ) M W al 4-1 4-1 0 N O O N N {) Q C14 T T' j 0o Z Z r E T_ E y ai c a0 0 a o JOB NO : 22-04746 SCALE : AS NOTED SHEET NO. S4 IJ— Cm 3 I a LO L0 v Cr 0 .a 00 0 J 0 I N v L0 v C 0 0 4- CD, LO L0 O c a 3 CI Q 0 i a Ev E v c J I ti Jn E 0 UI y U N �O i i Z v i c 0 0 0 a> t� N 0 EL N N N 0 N a m 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. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I 45°t / 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO 3 BRACE SCHEDULE FOR �A SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS)-\\ MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX I" IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, OI DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 APPROX. 8' FROM @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE 2"x4" CROSS BRACE RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM EACH JOINT W/ (3) AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND & (2)10d TOE NAILS @ @ ' LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)1 Old & (2) 1Old EACH JOINT w/ (3) AT LEAST 90% OF WEB EA. END @ 48" O.C. EACH JOINT w/ (3) 10d & SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x8 P.T. SILL GABLE TRUSS 1/2" CDX PLYWOOD OR 2 10d TOE NAILS @ EA. '� FROM LEDGER TO BLOCKING 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS ' 7/16" OSB SHEATHING END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING�'-1/2"CDX PLYWOOD OR ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING NAILS 6" O.C. EDGES @ 2"x4" PANEL BLOCKING @ 48" O.G. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD THROUGH CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 2 16d NAILS () W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3 @ 4 O/C SPACED WEEP SCREED 1/2 x 8 J BOLT 48 O.C. °� THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w! 4 () 1/4"x1 1/2"SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1 Odx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 0 C MAX w/MIN 4" EMBEDMENT IN KO BLOCK - SIMPSON SP2 w/ (12) 10d 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB 5 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.C� TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w! (7) MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J FASTENED WITH NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) (3) 16d PER SIDE STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24 1 GABLE WEB SECTION("2 SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE WEB, USE MSTAM36 w/ (7) O.C. MAX) w/MIN. 4" 7 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 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 MAX. 9" REFER TO DETAIL J - AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR f IF >9" SEE 10/S5 X-BRACING, AND TOP r "' SEE STRUCTURAL CHORD BLOCKING N 00 00 NOTES AND NAILING x INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENOD AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT w/ 3 ) AT LEAST OF WEB '" -- BOTT. CHORD FOR 4 TRUSS SPANS � � 10d & (2) 10d TOE NAILS EA. END @ LENGTH (SEEEE TABLE) GABLE TRUSS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT ,r r, rr „ 4 LAMINATIONS W/ 1 ROW LAMINATIONS W/ 2 ROWS OF (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x LA O S () 0 (3) 2 x 6 N S () 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FI 48" FOR THE (2) 16d NAILS W/ 1Od NAILS @ 6" O.C. W/ 2x4 BLOCKING @ 24' D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL " ( (D = 0.207 , L = 41/2') OR EQUAL 4) ROWS OF FIRST (4) ( E ES AND 12" O.C. FIELD O/C w/ (2) 16d TRUSSES FROM EA. (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP &., JACK TRUSS SCREWS 1 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED _= SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION 2 �� 1/4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL /' EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOC IN 4" FA BLOCKING FASTEN WITH 2x4 BLOCKING 2x4 BLOCKING W/ , TOENAILS NON - LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS �� SECTION `- -- 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=r-a' S5 ADDITIONAL INFORMATION. 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT (- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 TOENAIL t (2)16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.0 Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO. 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 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • Z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER .BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2"x6" (U.N.O.) L BRACE 24" 0'0" - T-O" 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS `CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o C7 a qc� CORNER JACK � W Z ry CC O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 0f 0 Lc N Qm C-1 M LL a- -_ (v o M C -0 N Y t ) C Q) > w Q...II OO 'D LLl .Pr c9 �,,�^ i✓ � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a y W a u- a o 08 � LL O , N a Co Lo 6 . . W 2- tYl in 'Z a c LL O W �t+LL 2 fan Z C rn o_ = v 0 5 s o N _ W ��rD o= ��pjO7 m W W w z M Z O IL N OU Z J U W ❑❑❑ V M %2 0 z � N z r; Q� VI N z aJ LL (� W � � V - ) O W 8 L/I c U c w = �- E = i o C � Q N 0 • sm O ¢ w Z M co o Q —J E z o sz > aR It a E _® o a CU ro �° J 0° ° z_ O E a o <o�z a z �@ It `z ° o �� °`oz T z Q) m " ¢ W g to a`ni a S wLL Z d G W U a0 JW 3 �� o O w F r F a� °- .0k Ulo LOm E H L 00 �C..� cc O r G 0 T U) —0 (D m _m QI O N o N N LO I.n C14 Q r T E 2t c o Z f0 Z y E r c a 0 0Q o JOB NO: 22-04746 SCALE : AS NOTED SHEET NO. S5 _ � � i �� n - --IF Illu III t � I � I I I_ I' II i■ ii i l I �I I r� I � � I 'I I o, 3 U 3 I a u7 v7 0 J to 1.0 N U 3 xl L0 C cnCr Q 00 0 J I LC) v C Cr S C Q N N E E L v C J LZ 0 U e U i N .o i U -0 CL N I i 0 l 0 N a 0 a N N C1 r 0 Q m 0 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFE*j711i UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT -� P.T. To PRODUCT TO PRODUCT MAX. 8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR C1 X 4 APPROVAL FOR CONN.x4C 1x4 P.T. #5 REBAR (TYP, ) 3/4" PLYWOOD DECKING GLUED(� ATTACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d 4" 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0� [FURRING FURRING (2) ROWS 3/16" x 3-1/2' #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O. D O.C., 2 ROWS STAGGERED TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" (TYP,) ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL 2x BAND JOIST WI FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1/2"51 DETAIL 1 x8 w/ (2) ROWS 8d NAILS �� 3 DETAIL U• 90° HOOK (TYP.) `-- STD. 90^ @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM OF BAND TO PRODUCT x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 FURRING TAPCON @ 16" O.C. & END w/MIN. 2"EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl +2� NOTC @ FIRST COURSE ' - SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.c. 3-1 /41' DETAIL NOTCH WEB AT THE ±5" FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS INFO SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A_A =1610 # FOR 2 STRAPS ES EMBEDMENT INTO BILK.) 1/4" MAX if 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND . SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS P BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOTE 1SELOEBVIGN 1/2" DRYWALL * SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRIG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DI]�GONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED .. . < .. . FURTHER INSTRUCTIONS •n.. - SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. • OVERHAN <' CONNECT W/ 8d NAILS BRACE/BLKG. FASTENED PER , N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHORT\\-2PROVIDE TAPCON WITHIN ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD - - - -- - — - - 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/a" - NO REPAIR REO'D. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL I V-0" 5'-0" SCALE: N.T.S. SS i2 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND WISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4"MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE . B-B EMBEDMENT INTO .) PER NAILING SCHEDULE ALL�. : > /4" MAX 2-0 8 STRUCTURAL SOFFIT , •. #5 BAR '; ,'o„ • P ° CENTERED W/ g BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON H2.5A w/ (10) S FO 1 *' SOFFITS ► s . o '� H IN TOP o BLKG. &BUCK 2X6 TO 2X4 SCALE: 3/4" = V-0" FOR ALUMINUM WITH SPANS �) ° 1 X 4 FURRING 8d NAILS REV. 09.23.2021 1 -4", INSTALL MID SPAN BLOCKING PER ► •d .� • KNOCKOUT / iv THE SOFFIT FL PA INSTALLATION CRITERIA ;e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* tr MONO FOOTING ' PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. TAPCON AT EA. SIDE CONT. W/ (3) 12d NAILS - •°. •' SIZE AND REINF. PER PLAN >• VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT TO BE INSTALLED 001 00," 4'-0" MAX SEE PLAN 2X OV TRUSS AS SHOWN FOR O.H. UP TO 2 -6 * e STANDARD UP PLWD. BUCK - DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. Hq •'. CDBUILT 9� HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + 4FNO�y (2) 10d NAILS @ 8" O.C. #5 BAR IN ! TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + TO TRUSS TOP CHORD FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + _ • ., . ., . _ .� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING .% INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + r �• �, �• ��, j �• ANCHOR INTO ARCH BLKG. + + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ENTRY L + BLOCKING AS RE►NF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS TRUSS + + REQUIRED TO SUPPORT SOFFIT MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + 2X4 SYP . � . SCALE: 3/4" = 1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR ham, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN, HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATIONEj TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") 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 (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM �E E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSION rM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER 6_0" SCALE: 3/4" = V-0" SS SHALL APPLY TO PANEL (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. O v /� SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° , ° ° SIMPSON HTT4 w! (18)10d x 1 w -- REINFORCING AS FOLLOWS: SEALANT — I o FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. a — —TI 5/8 DIA. ALL THREAD ROD -' #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL PANEL , ° —I EPDXIED w/ SIMPSON "SET" E EPDXY MIN. 6" EMBEDM NT & v z g Q _ EXISTING FOOTING 2 #5x6' IN CONC. ( ) REINFORCING ° I II —T` 3" MIN. EDGE DISTANCE `n N FILLED CELL SMOOTH. DO NO FURROW. ° c DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p . °' 9h O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: C14 ° p Cl)_ REMAIN FREE OF MORTAR. z_ \ ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g 0 o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. (1-STORY) ` TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY \ EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I SCALE: N.T.S. 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. RETROFIT FILLED CELL DETAIL 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" RETROFIT FOR MISSING "0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = 1'-0" 01- O O - Q onCV e� M IL 0- Cj M O (B — 41 N Q `o�c� 5 (D-0 s > N Q > N (D Q. E Q J �3 to O O U '= -If >> -- f1flf;ia. .4'`;�111;11111 N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � - W H a n N o E LL Stm U C Lo 2 o W ao N a co nl uJ r 1? O # Q M LL N J U_ LL W d Z L cc S q 0 02r`rn 0 Z LLW W � Z Zz Z N O U U � M � z N M 0 00 z N z � � � U) Q �l c`_ n N z S. LL T N W � U O w g U.) C N �N _ ) U rs: W E U o C 0 • N o � I� O °< w Z M ¢ � J E 05 a <� Q = E ° z® �_ o° _° O¢ z�o c G C d� ¢ z w z N o Q m ro �coZ z '0 z, z J w z c/� a p�<° z d W 3 LL a� �w oLL w 23 c� V oir Z¢ a o_ U� O 1211 > (�i ' n L / O) 00 O T O T Cr Y T M W m O N ¢I cV O LO N 00 0 z m z E T c 'a 0 _j ar Q o JOB NO : 22-04746 SCALE : AS NOTED SHEET NO. SS 1 IIL 1 I Ay E*Ii i"II'1 LI I! CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. , ----LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 CON T & B CF- WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDINGPACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM ,k 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 CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E 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 4 SCALE: NTS SIMPSON HUC410 w/ (14) SEE PLANFOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT K*� a� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED 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. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" 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 0 VARIES X—Amr - 2x STUDS @16" O.C. ,,r w/SSIMPSON w/ ROOF SHEATHING SEE 1/S5 FOR (10) 10d ATTACHED PER Y ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON Y 8d NAILS AT VALLEY TRUSS NAILING SCHEDULE OUTLOOKER SP2 w/ (12) 10d NAILS AT TOP 4" O.C. INFO. 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP —�/��— SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS h EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING p ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR BOTTOM CHORD GABLE LOW ROOF/WALL S D) NAILS TO EACH VERTICAL SCHEDULE PLATE MORE INFO. TRUSS STUD) SHEATHING ATTACHED ; VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ -- 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ ROOF SLOPE FOR WALL LOCATION 1/2 PLYWOOD 1. SIMPSON MTS12 w/ (14) 10d x SIMPSON LSTA30 w/ (22) 10d NAILS OR (2) 16d NAILS TO , r� 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON BELOW 16" O.C. WOOD WALL TRUSS/ FRAMING @ MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS y / OR TRUSS. 2X4 CONT. W/ (2) — ,� TYP TOP & BOTTOM l 1 SEE PLAN 16d COMMONS 16 L.C. W/ EXTERIOR BE FLOOR GIRDER r,- NAILS EACH ti SHEATHING ATTACHED BELOW @ 16" O.C. 1 > l�(Y,(\ - STUD TYP. T&B PER NAILING SCHEDULE & (3) 12d TOENAILS TO • MASONRY WALL BELOW: SIMPSON � SEE PLAN FOR PLATE BELOW ° HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a 24 lOd x 1 1/2" NAILS 4'-0" O.C. MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER ° ( ) @ (2) 2x6 BLO W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ CKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL 7 SECTION ENTRY 8 CONNECTIONK*�22 SECTION AT HIP GABLErj_2`�SECTION BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS & SECTIONS N > O r O cm o -_' 0- CD X N M LL O L c 7- (D V ;_ Q t !. r _41e o U U N f Q-0 E 1= (n O O < C: U :T ~ In " V >>CL �W `. ;S E — j • r J` , N 1�1F _; <� 04 Q = - < . z `yo ' F A1*?OF E SS`O�`,,\�,�� ��''nlrtlllt�il�`,�• To the best of the Engineers knowledge, information and belief, the structural plans and spedfications 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 4 w 0v E LL 0 n� 0 M 0 ik Q LL a 6 -'Q Lu J LLB S d W��n Z m e a 013 � W � °� � 5 04 �0c U) m W Z W 0 CID M Z Q J N Z OU J r'i W ❑�❑ z N z � S z � Q J a 0 Nto z C1 0 +� J O W S ulun C y ra � = � in w J I _. U o 0 Q N 0 • CO C13 Cl)< z < o z U_ � E ¢ zo 2o � aR n E OV o z® a _ VO Q O0 z � o N � a= o az �w d i I ¢moo x mo O ='z z J 0 <w cq �, 3 F 2< z z Z g° a w W o_ 3 w0 j � m F r jT w z w w< ;0 O CD d r 0 0 = tll > Cfl 0 6 2 F— L00 cc C �-- _11 T m T � N ¢I cV cV Ln CN f � T E r Z ccz Z E T y N v c a E U ai Q p JOB NO: 22-04746 SCALE: AS NOTED SHEET NO. D 1 1 !- I iI- I I 1 11! 11 1 "1 1 1 1 ' 1 1' 11 I IIII 11 17111w 1 1 �'tl�' I I o+ 3 v c� 3 S Q rn LO 2 v 39 .on 0 0 J O I I 2 a rn L0 v ao 0 J 0 CID I LO Q N N d E N E S a_4i ti 0 pU C U (D i U i y I Y i 0 0 0 a> LZ N N 0 0 a N 0 N 0 0 Q m T 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 a 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T, WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO' BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1/2" DUROCK- WEATHER /E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) ASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER 2 -4 1'" PER PLAN 1'-0" PER PLAN LOPE - 8" CMU ° 4"OR8"CMU ` (PER SEAT DEPTH) ° FILL WITH GROUT 4 ° a SLOPED MUD BED d ° n d VINYL SHOWER PAN H SLOPEp a a SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Lu CO >i Q Z 'v a- I D- =i � a CI = W O U w Lu =' _ Q M Lu LU rn , f] G Z41. _ O ICn DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 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"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR 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 water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied i - 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 20 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 m CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, \'o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND AMINIMUM 6" READ ESIVEASSHOEASE PAPER TO WN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings I shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 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 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. Ji SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. /W m INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMADMA 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. w R B 7.7.At built-in putters. :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 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 3-1/2" INCH FLANGE THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER ater eslstant arrler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) -- - BOND BREAK WEATHER RESISTANT BARRIER- -- SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB IF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all c., cv 70 v > 0 �- I` CD N Qco X C-3 d 0- ^Li- 0 M Y ��J Cll v - r-� Q c a I) 3 >, ry '' 0-0 L- - ;_ c < Cl) O p (T3 o > cA_. w CV CV O CV CV CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 7 N F of 9 LL a $ J � O � � W 0 Do a� FA 0 ;�,DD N O ik LL r 6 a c J LL O w JELL 0. 16 Z r m a O 5 w=o � O �rn W �m w _• N N Z co O U ug OU Z N ❑❑❑ WCD t2 Z N in 0 Q a � r M V) z C1 v 0 o 4--J - d a �Up 0 W p L I �U.) ) U w E s c 8 Q �0 CD `■ M J y C Z Z � 11 L6 E E o E z a so > 'aR �® V CX3X <0 oX o ¢a � o O 0 Z O C N � az ao ¢o az M c �Cj- oUo m� z J N<mQC/J W aMZZZ oano � � W aOZW =� CD ¢a ¢OCD a vo' c 0 CD > (t.7 IX L0 cc cc Q 0 ��- 00 O G Q Cr r Y Y fir///� ) m m r-- O N Q I -0 cV -� N Ln r � T 6 N 4 �/� C 00 o Z Z N E r Co a U Q p _J JOB NO : 22-04746 SCALE : AS NOTED SHEET NO. W P 1.1 1 1 1 - I i El ..I II11 1, 1 111 1 1 I I lly1 ill 11!11 r`g� 'I'II'R Jill 1111.LII11 II I --I I I - I -- _ - =I I I 1111V Mounting Brackets (10 Gaugeb +V2' x 41 J2' x 2-12' Tr Back Cross Support (May be cut to W) See Anchor Schedule Right Bracket (16 Gauge) Bolts 112' Dia. A32S Galy. (Typ.) 0 o � S 14 Self -Drilling Screws 1 a3�8Fr • A/C Unit Bottom Edge Hurricane Strap (Typical 3 in front) washer& �...` Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Gauge) p 14 Self -Drilling Strews?hru Brackets & Back Cross Support Into AlC Unit Bottom Side (Typicalt 3 each side for hurricane use) SpA tic m.taila- uubtuslsn.+ arc pnavI tnth ra[.il Hudrx xrc.Au Bra- (� ltadsed Sod Dpalvtl avz&& t esper naltl6t. See aril) apply) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 1 d1 1?it Il S34! ggdv or QBl! gate Date, sanding 2e MUN! version Mawfuwrer sonlagL Endnerdl.kanse validated By Vididal Submitted FSC Approval Agar SiMID. ARlmmtion 2020 &nert Vent Protluds uric Moser Graham Herma.F Nr,o P.E. Locke govI P.E. 12M612020 1211s2D20 122&2020 Approved Cregay: 3fucuYal cl1poncnts (077) 441-8368 PE-73776 (334) 3W-1800 "Category: Products Introduced as a Result of Infofgsniant-t.com Neer Technology smpllenee CMethd from od Evel-hap Report a Florida Reneterod Architect ore Ucensed Florida Profeu)ond Engineer 3eIIlE Produaf real. temp, r W ma Product Description Quaint Assurenoe Approved for Use Approved In KVKZ. outside for plea NVHz Resistant Whom QlAge ) oil'sa e 1 3rartVem Model $1540510 Dual Funcfim Flood and Venb.bon Vs 12r1/2023 yes Yes NA♦100F 100 2 9martVml Model #1540511 Net F-don Flood slid Whiled. Vent I Wi2023 Yes Yes NIA •100F 100 3 SrrertVent Model$154P520 Insuated Flood Vent IM12023 Yes Yea NIA .1001100 4 Smart Model 0,540.521 Insulated Flood Vent 12r3l/2023 Yes Yes NIA .100E lop 5 Srrn t t Mode14"1540.524 16ayud; Gaiaga Door Flood Vent 121312023 Yes Yes NA N/A 6 SmartVent Modal a1540570 Wood Wall lnsulnled Flood Vent 120n023 Yea Yes NIA .100E1DO Smadvent Model #1540.574 14 5&qud: Garage Door Food Vent 1213ii=23 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P7111d1 tnazozl _.. ._ - _ _...y -.... ..,,� - - -_.iter- : _- n`s"ep"�_.=-' -' .e- - " _.: -"ia DOWN =a' :f= $''`." Tom• Y t �.l `K v. �ROM or 29g goo Pao Pending 211 YaMmMrwfarurr Opeateedt vxlda<ed 51 VaifWid. submitted FOC Andraft r dui Rev.- 202C Droxel MetalsInc. Jason ShUmate Zachary R. Frost Locke Sol PE 08r10rM20 NIOS 020 081202020 10/13/2020 Approved Category: RooFng i502, 3M-1511 PE-74021 (3341 300-1800 aaMCategory: Metal RoMng Ishumeteorkexmr.00m Crnpaance Method: Evaluation Report from t Flom Registered Archted or a Licensed F1en e Professional Engseer FLSIM B41B Products QUOYASPXaX ABworad for Use Approved for Use 1nml Design ffi;t Product ModN. Numget r Name broader DescriptionSawact P.gxratlal Data In NYXZ Outside, JlN1Z 94alatMd Pressure 1 Oresel Mrel Ro.O Q System, DMC 10014S. DMC 1505S, DMC 175S, DMC 2006, 121312025 Yes No N1A tot-la0 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2.14 lrZV2022 �$ f. MOM�4.v--6_ �5+3�1 :�•?., i-63rF-._u�,n."�_ b Entity or j�q 1�jtq Dale Pendine 20 T_ Version Manufacturer Contact EnaineerBLicenae Widened BY Validated bSu mined FBC AOPieval Approved Status Revision 2D20 Therms-Tru Caporation Stave Jasperson Lyndon F. Schmidt RE Ryan J. King, P.E. 04/152021 12r312020 0422rA21 061N82021 Approved Category: Exterior Doors (800) 643-7626 PE43409 (81$) 767,6555 SubCategory: Swinging Eaten, DOOM Assemblies siaepersonififther^ tri Compia"m Method: Evaluation Reportfrom a ern Florida Registered Architect or a Licensed Florida Professional Engineer F1920480-R6 Products t Product Model. Number a NameProductDowiluMn (lualhy Assurance Aporoyadfor Contract Exciretlon Date In Use Approvadfor HVHZ Use Outside HI ,(mpwt Resistant Design Premure 1 a. Therms-Tru Fiber-Clasalc and Smooth -Star Nominal MNW,,8 &quotlmpact&quot Opaque 12/3l/2022 No Yes Yes WA Composite Edge Fi berglaes Single Door (InswIngloutswng: x eongguratlori 2 b. Therma-Tru Fiber -Clank and SMOUV -Star Nominal 68,039.8 &quctl mitact&quot Opaque 12f3112022 No Yes Yes WA Composts Edge Fiberglass Single Door with Sidelde(s) Qns-ng/Outswing; XO, OX- OXO configuraions) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal ra9#3Q8 &quotlmpac%gmt, Opaque 12MJ2022 No Yea Yes NIA Composite Edge Fiberglass Double Door wth or Without Sidelites (1nson g/Outswing: )Xor OXXO configurations) 4 d. Therms-Tru Fiber -Classic and Smooth -Star 120 2 Nominal 0 uo I c not Opaque 12/3 2 al &q t No Yea Yes WA sse Single Composite Edge Fiberglass Single Door to Edge (1-wrimAutswig; X configuration) 5 e. Therma-Tru Flber-Classic and Smooth -Star Nominal S&#39;0 &quatln i act8quot Opaque 121312022 NO Yes Yes WA Composite Edge Fiberglass Sngle Door Wth Siddte(s) (Ins-erg/Ous-rig:. XO.. OX. OXO conhguratlons) 6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 801 &quotlnpacAquot; Opaque 12131=22 No Yea Yes NIA Composite Edge Fiberglass Double Door Will or atmlcut Sidelxea (I-Mng/Ouhvnng; XX or OXXO coMlgurallons) 7 g. Therma-Tru Fiber-Clesslc and Smooth -Star Nominal S&#3a8 &quetlmpact&quot, Glazed 12r3lr= No Yes Yes WA Composite Edge Fiberglass Single Door (I nswngK.)uhvirg: X cxanfigurNlm) 8 h. Therma-Tru Fiber-Clil and amoom-Star Nominal 68011 &quotinpactisquot Glazed 121311= No Yes Yes WA Composite Edge Fiberglass angle Door with Sidelite(s) QnsWrVaAswng; XO, OX or OXO- confgunnions) 9 i Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&N39;8 9quotlmpact8quot; Glazed 12r3172022 No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or Without adelites (InemilgfOutswing: )Xa OXXO configurations) 10 ). Therma-Tru Fiber-Classid and Smooth -Star Nominal 8&#39,,0 &quotlmpact&gtwt; Glazed 12012022 No Yes Yes NIA Composite Edge Fiberglass Single Door (IncWrglOutswlna; X oonfiguration) 11 1Therma-Tru Fiber -Classic and Smooth -Sitar Nomh2I88N39;0&quetImpact&quot Glued 12r312022 No Yes Yes NIA Composite Edge Fiberglass Single Door with aide] "I(Ins-rg/Outs-hg; XO, OX. OXO confguratons) 12 I. Therma-Tru Fiber -Classic and Smooth -gar Nominal 8&#39;0 equotlmpacMclwt, Glazed 12131/2022 No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or Without Sidelines onsMirglowaW ng; xx or OXXO cunfguratlona) 13 m Therma-Tru Fber-Ciessb and Smooth -Star Nominal S&N39;8 &quotlmpacffiquot Glazed Molded 121312022 No Yea Yes NIA Open Composite Edge Fiberglass Single Door (InsWrglOulswvg, Xconfiguratim) 14 n. Therms -TN Fiber -Classic and Smooth-3ar t Nominal 6&#3g:8 & u I sic uoi Glazed Molded 1213 20Z2 q ot; No Y es Yes WA be ass Open Composite Edge Fiberglass Single Door Wm Pa Ppd 9 g 9 Glazed Molded Open Sldelke(s) (InsWrglOutsWrg; XO. OX or OXO conigu ration:) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quottmpsct&quI Glazed Molded 12f3112022 No Yes Yes NIA Open Composite Edge Fiberglass Double Door with or Without Glazed Molded Open Scott- QnswrglOutswi g XX W OXXO wnfiguratiomi 16 p. Themla-Tru Fiber-Claeaic and Smooth -Star Nominal 88NSS;8 &q tIr pact&quot; Opaque 12f312022 No Yes Yes WA Composite Edge Fiberglass Single Door with Molded Open Sidelite(s) (I nawing/Outsving: XO: OX or OXO configurations) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal W%rii &quotlrtpect8quot Opaque 12/312022 No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or without G lazed Molded Open S clelitea (InsWrWOutswhg. XX a OXXOmnaguratbns) Florida Department of Business & Professional Regulation Building Codes and Standard Product Approval Application DetaIf Page 1 d 1 Na2021 Q& Entiv or ➢ate 2KA oxa Prusna 210 Mta Verson alanu r"t"n r conla9i larineer a License validated validated BY ValilaygQ Submitted Fee Approval Approved Sates RttlsiOn 2020 PGT indueH- Jena R--* M.mFDeda BCCO - CER MamFDade BCCO- VAL 11119/2020 1 D/2602020 1124/2020 Approved crepry. E.1Mr Doors (941) 48"100 (786) 315-259C SubCategpry: Siding Exlsicv Door As..nbliea IronowsldfgpSFlnclusrea.e Compllanga Method; Crllicerion Mark a Listing om EI.OM.R33 RalLcts QWay Assurance ADM"" for Use Approved for Use tutild Version am# COrtrarExrretionDa. bMVMz OuIHVNZ R prea„ra jM;'11 Ifumbeir or We- 9 9GC-S570 (Large Mssib Impact) VrV al4ing alass Door 041142021 Yes Yes Yea N/A March 15, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 'I.ill EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67,0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80,0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2116/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60,0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E, OTHER 3. PANEL WALL James Hardie Building Prod, Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75,0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124,1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/2912023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Camp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates F L1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197,1 - FL2197,5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc 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 awilable to the inspector on the jobsite, 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 2vzoz2 Product Approval Application Detail •4°''=�.w' S �y'��`�Fa��°'-. rah"-,K �rocc�'s't�. .. ._ - •�� a .-- ���. 4�"�P y, r-�- .�� �`{, �..... s ��x?, �� -. ,�>�"��4g'"x_�'�-.a �;rt e:�:�. _ w;; ^.-r:'. 99911 Entity ra jmfa Qaj; Data Poll no jig•, Ili version Manufactured Emineer & ucense Yalldated By validated 3utimltted FBO Approval Awroyffi Sta ust Revision 2020 Therma-Tru Corporation Steve Jasperaon Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 07Q3/2020 07/122020 0712W2020 10J13Y2020 Approved Category: Elderior. Doors (800) 843-7628 PE-43409 (813) 767-6555 SuIsCatagory. amiging Exterior Door Assemblies sjis pensonCmernmt-co compliance Method: Evaluation Report from a ern Florida Registered Architect a n Licensed Florida �, Professional Engineer 47g-R3 Producm aid 11 P u Modes Number Name Quality Assurance Approvedfor Product Deserlption Contract Expiration Date in HVHZ Use Aoproledfor Use Impact Outside HYHZ Resistant Pressure 1 Z2 a. Thermo-Tic"ber-Classic; and Smooth -Star Nominal e&#39,88quot; Impact&quot Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (InsWng/0ulsWrg; X configuration) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&M.S &quotlmpact&quoi Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sdelte(s) OnavwnWOun ing', XO, OX or OXO configurations) 3 c. 7herrrr-Tru FOer-Clmlc and Smooth -Star Nominal 6&M.8 &quotlmpact&quot Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door Wth or wthout abort" (IrlsvvinglOumwing; XX or OXXO crMlgurations) 4 d. Therma-Tru Flyer -Classic and SM00th-Star Nominal 8641 &quctlmpacMquot Opaque I MI r2a22 Yes Yea Yes WA Composite Edge Fibeglass angle Door (InswiiglOutsvvirg; Xconfguration) 5 e. Therm,-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,0 &quotlmpad&quPIL Opaque 12/3112022 Yes Yes Yee WA Composite Edge Fiberglass Singe Door with Sidette(s) Onswing/OutaWng: XO, OX or OXO configurations) 6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&quot;lmpact&quit Opaque 121312022 Yes Yes Yes N/A Composite Edge Fiberglass Double Door wpm or without Sidelines breve rgtOutiamrtg: XX or OXXO configurations) 7 g. Teerme-Tru Fiber-Cessid and Stlodbl-Star Nominal 6&#39,8 &q--:Impact&quot; Glued 1213t2022 Yes Yes Yes Ni Composite Edge Fiberglass Single Door QnsWrg/Outswing; X confgundion) 8 h. TherrlRa-Tru Fiber-Chusx: and Smooth -Star Nominal 8&M,6&quot: Impad&quot Glazed I?J'31 Q= Yes Yes Yes WA Composite Edge Fiberglass Single Door Wth Shcte(s) (InevAng(Outs-ng; XO, OX or OXO configurations) 9 i. Therms-Tru Fiber -Classic and Smooth -Star Nominal W39.8 &quot Impact&quot Glazed 12t312022 Yes Yes Yes WA Composite Edge Fibeglass Dal ble Door Wth or Wmout adailtes prSAVrg/Outmving, XX or OXXO conflgureters) Thermal (. Thermo Fiber -Classic and Smooth -Star NomrAI8&M,0 &quotlmpact&quot Glazed 1 V312022 Yea Yes Yes WA Composite Edge Fiberglass Single Door Inns-rgtOutswing; X wnfig.hition) 11 k. Therms-Tru FbJ -Classic and Smooth -Star Nominal &&#39,0 &quotlmpact&qucl; Glazed 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door vxm adel'till Qns-nglOutsWn9, XO, OX or OXO configurations) 12 1, Therrrsai Fiber -Cie is and Smooth -San Nominal 8&#39;0 8quotlmpnd&quot Glazed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door Wth or Wmout a delhes (Inavarg/Outswirgt, XX or MO configurations) 13 m Themma-Tru Fiber -Classic and Smooth -bar Nomin2l6&#398 &quot,lmpact&quota Opaque 121312022 Yes Yea Yes WA Compoone Edge Fiberglass Single Door Wth &quot,Non-Impact8quot adellie(s) II nsvAng/outswnng; XO, OX or OXO confg urations) 14 n. Theme-Tru Flber-Clesse and Smooth -Star Nominal 6&#39, a 8quetimpact&quot Opaque 121312022 Yes Yea Yes WA Composite Edge Fiberglass Double Door with &quot;Non-Impact&quot: Starnes (I navirg/Outsw W; OXXO configuration) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#3806quot:lmpect&quot; Opaque, 12I31/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with 8,quotNorrlmpact8quo1; a delite(s) (I nsW ng1OutsW MI; XO, OX or OXO configurations) 16 P. Tharma-Tru Flber-Classic and Smooth -Star Nominal 8&#390 &quu; Impnct&quot; Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door wth &quotNon-Impac0 quot adentes (I nsiMng/Outsving; OXXO configuration) 17 %Therm.-Tru Fiber -Classic and SmoothStar Nominal6&#39,S&qud;Non-Impad&quot: Opaque 12Y312022 Yes Yes No WA Cpmposde Edge Fiberglass Single Door (I nswirgfOu evvirg; X configuration)Thermal18 r. ThermaFiber-Classic and Smooth -Star Nominal 6&#39;88quot Non-Impact&qud; Opaque 12t31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door Wth S clelte(s) (InsWng/Otnsaving; XO, OX or OXO configurations) 19 s. Therma-Tru Filter -Classic and Smcoth-Star Nominal 6&#38; 88quot Non -I mpac*uot Opaque 12131/= Yes Yes No NIA Composts Edge Fiberglass Double Door Wth or Without Sklelbes (InswrglOutsv ing, XX or OXXO configurations) 20 t. Theme-Tru Fiber -Classic and Smooth -Star Nominal 8&0390 &quot.Non-I mpzotFanWk Opaque 1213112022 Yes Yes No WA Composite Edge Fioegiass Single Door (Insverg/OutaWng; X configuration) 21 u. Thermo-Tru Fiber.Classic and Smooth -Star Nominal 8&#3908quot Non-Impac*Uct; Opaque 12/31121022 Yes Yes No WA Composite Edge Fiberglass Single Door with achalite(s) (Ir"70tOut-rig. XO, OX or OXO connouratlons) 22 v. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&AW:O &quotNc .Impad&quot; Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Door Will or vAthout adelites (Irawing/Oulewing: XX or OXXO configurations) 23 w Therma-Tru Fiber -Classic and SlTgoth-Star Nominal WW,,8 &gwQtNon-Irnpaol&quot Glazed 12757/2022 Yes Yes No WA Composite F-:dge Fiberglass Single Door (I nawrlgfOutswng: X configuration) 24 >G Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#386 &quotNcn}lmpact&quot Glazed 12131/2022 Yes Yea No WA Composite Edge Flberglass Single Door vnth Sdelul Qnswing/OwsWig, XO, OX or OXO configurations) 25 y. Therme-Tru Fiber.Classic and 5lnooth-Star Nominal 8&439;8&qucrNan-Impact&quot Glazed 121312022 Yes Yes No WA Composite Edge Fiberglass Double Door Wth or Wmout Sidelites (InsWngfOutamng; XX or OXXO configura9ons) 26 z.Thermo-Tru Fiber-Desslo and Smooth -Star Nominal 88039:0&quotNO Impad&quot Glazed 12f31/2022 Yea Yes No WA Composite Edge Flberglel angle Door (Insuvrg/Outswi g, X configuration) 27 za. Therma-Tru Fits -Classic arid Smgah-Star Nominal 8&N39:0 &quotNon-ImpadBquot Glazed 121312022 Yes Yes Nb NIA Composite Edge Fiberglass angle Door with Sidelte(s) QnsW ng/Outsr4hg.. XO, OX or OXO configurations) 26 zb. Theme-Tru Ftter-Classic aid SrnoothStar Nominal 8&439:0 &quothonF impact&quota Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglase Double Door Wth or without Sidelites (Inewirg/Ous"ng; )Xr OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 16=21 9,:..`� '� �`e#'�•`-1°`'.�4 -''✓i'7e J.t �tw.Yzztq lip Si � 1 x-i. J4 2t"--i ' "` - b d 7%' F S� '�.i Yif 3 ssde runt r Die 291 Dee Papdno p;g ]Ypg V,,go N.,Ad 'm- contactEnrna,aLicaw, XAL&U & validated SubdiIotb FBCApproval Aiscral slatue Revision 2020 MI Ys1n0o#s and Duos Brent &trrnger We Roberto Lomas 81even M. (Rich. PE 102082020 10Aa2020 1OJ192020 12/15/2020 Approved Ciregol Extent Doors 1 T17) 365-3300 PE-S2514 1717) 317$/54 Subcategory- Siang Exterior Door Assur%RNs osiVing. arrI.tam Compliance MemoR Eyaluakon Repoli tom a Flohde Regditamd Mchiect sir s Ucensed Floncis Professional Engkle, FLt15333AS Ist ducts QWlty Anaurargs Approved for Use Aboroyad for Use )nupm Design INA Product ModN. harbor or Nam Product Deaddlift contract E%Derlal Data In NVMZ ouleMe KM Resistant Pressure SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OXO 12/312024 No Yes No WA 145.314&quotx80aqua: NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420ALUMINUM SOD OX. XO.XX 12131/2024 No Yes No WA 96&qud7a0&q.o1 NON -REINFORCED 3 SERIES420ALUMINUMSGORE3NFORCEO SERIES 420 ALUMINUM SGO REINFORCED OXO IZ312024 No Yes Nc WA 145.3/4&qurX961kqur: 4 SERIES 420ALLJMINUM SGO REINFORCED SERIES 420ALUMINUMSGD REINFORCED OX. IWIJ2024 No Yes No WA XO. XX 9MquotX9a&qud: 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUMSOD REINFORCED XXX IV312024 No Yes No N/A 143&qur;s98&W.t. Florida Department of Business & Professional Regulation Building Cods and Standards Product Approval Application Detail Page / oil IP/2021 �'S '� -' � �7� 3` M m.�"-d'v��,� � �,� _':�v�cc." �.. .s'z'T�rY".2'-.- � -��^.Y.Si��rW`E't.'i;F'� '•.�t�' � "e A-�.«��Sr. � -�. ,.SRWL F � m�_4�'�'Fa�z ....�'fi>! .� �$ 2; -# Y �,F.. Brio- 1 �'�'r 1� � „n'fi�� �.•C'� GM EndIN or Zia fags Data Pattern, 20 1T(ge jleilgon Msnurtaewrer contact rummer a Ucense validated By Valldked FBC Approval abororro "adagdi Revision 2020 wayro-Dalon, a dvision of Ovemaad Door Dwayne Kornish JohnE Sates Jerrrey P. Arneson. P.E IW1212020 092111 10232020 12/162020 Approed Corporiddh (33D)783-812f PE-51737 (904)821-5200 Category: Exterior Exterior Doors dkomtshit-yrla-dahfn c SubcatagoM. Sectienat Exterior Door A,srw as an Coepliarwa Mrhed: Ewluaim m Report froa Flonds Registered Architect or a Licensed Florida prressgnsl Engineer FI.#1249-M ProduaU §erg} Product Model. iA4fabrr Naar Product Descrodal Guaav AsurarH.e Crsract Exdratlon DMe Aoraved for Use Aooroved for Use Ind-d Desid, NI HVHZ WNaIW HVN2 aasMlenx predreems 3 80008100/BZCO #1105 M1139. Max wWh. / 4&#39; Mrs Might. Glazing / 7J312023 No Yes yes �31.00F35.00 il"llable In too or InMmrdlate sedicn. to 8oD0/6100/8200#1123 16&;1 Max width. 14641 Max height. Gleans 12/312023 No Yes Yes .30.00F3150 evi b, in natop a ap"' odlate ""d on. 11 W00AIDW8200#1124 18&0.i9 Max width. 148#39'. Max height. Gaging 12J3/2023 No Yes Yea .34.40IL3630 a ow. in top or hismtediste onion. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 1)a2021 s'&k Int&y" =e 2a12 Date ranging 211 mm Venlm M,wfaeturer contact VaNdMad I $lllen1Lffi F5Q Approval 8ppfpy d Status Retsion M20 Carnes Divblm of AADG. Inc Tom Ridley UL LLC Troy -op. P.E. 12/1a2020 121012020 1221=20 Approved Cal.pary: Estero, Doom (6411 494-2813 (954) 947-ONG SUbOatepory: Extenor Door Components tansdayQae4eabloy.co Corrpllanc. Method CstifiicsllM Mark r Leading m FlA!It&37-Re, Rrodusb Qalny Assurst" ADprovedtr Use Approved forUn Impact Designvn iepg fyntlurl Mom- teanhr r coma Product oasUan In HVHZ Dulled, HVHZ assistant P-su e 747. 757. 777, and 847 Single and Pairs of Fluen, Glazed, and Lowered shgleand pairs of12A1P20M Yes Yes Yes N/A Doors not- meCal doors. Florida Department of Business & Professional Regulation pa gu Pave 1 or z Building Codes and Standards Product Approval Application Detail -`�- �aE . �_. �r•n�-_�-`.-�vG��� ,nc.'. .�",-.x�' �x�� �#�>.. X ''ram'- �- � ,-4. :�" -r. ,... .. code Eagty r Data Dote Date Pending trade T M Version Manuf w,, Validated By Vdidalfild BUbMNtd FBC Appmvr rep o edv Status Revisdon 2020 MI ymndors and Doors went Slelrupr .4r ensan Architedural Sloven M. Unch. PE 11117/2D20 1111712320 112712020 Approved Category: vsildov9 (117) 361-3300 Manufectrer, Association (717) 317-8454 Subcategory: Single Hung bsbhg.W Nvld.c- Compliance Method: Catlicetion Merle or Elating Qu1tY A,sr- Andover! for Use A-,,VWfr Use losect Do" Product Model. Nuffit r or Nam Product Desorption Crsrar Epmlratlon Date m HWZ QeMDe HVHZ Rear) pubswrt, 2 195 BH 52x72 FlnFlenge Frame IG46G Single Hung 10/082023 No Yes No .M-60 LemMeted Glee. Q� as Cl) CD p N -is -# }. U N O .� U N^^ CD 0 O CU U) O O Q 0 O U_ .0-0 =J W E w^` -6., _O ICU ,0 .- �cu/� VJ Z Z W J CVf\ / 11 0 x `.s p UM m X LL Q N C cU O 1 N Y W ^, C7 s LL, > LL � C U Cn L. QD E W O z W M O O LtI� U `O ^i a..f� W U m F- 0 Q W z J z Q J 11 SHEET N0, PA 1.0. -- I Ill I -111I I 1 1111'1 I trwip l 1111E pili'apI it f I I Ill 11 tail l I10"Il XO Florida Department of Business & Professional Regulation Page a .19 Florida Department of Business & Professional Regulation Pogo t oil Florida Department of Bus ness & Professional Regulation Page 1111 Building Codes and Standards 12512922 Building Codes and Standards Building Codes and Standards angzl Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Cotle Manufacturer EfIl or Engineer8. LlLanee Validated 8v l 1?Sffi Val Date Pttndino FdQ Atitti l Rail Bggtaye$ $Batt .. - ir8&t ralmLpl 29A 8st D" Isandras - emery o Oak Bpi Cate Mndno east City .190 version Contact rSubmitted TM version Mmaunicturer cadoo ®aleeeraUcerMe Validated MY filub1gSted PBC Approval 8Pg@Yed 911 jypE Version Lreanaa Vmmwed01 V FBCAgnx A gaMYa Revision 20M ThernwTn,Corporation SteveJasperson Lyndon F,SchmidtP.E IJ.King P.E. 10/0712021 OgMall 10/13/2027 12n5/2021 Approved Af -tbh 2D20 PGTlnd.. Has Jena Rosoosid Memi-Dedt KOO - CER Miemi-Dade SCCO - VAL 1I)MMO20 I110i III Approved Revision 2020 MI Wlndowe end Doors elmtB Rind r Amencen Alchledural Steven M Ulch, PE 10/082020 1"13,70213 10/157020 Approval Category Exterior Doors SubCatagory: Swinging Exterior Door Assemblros (800) 843.7628 PE-43400 (813) 7674556 ajaspersor4thermatru.ce, Category: Win .5 (941)488-0100 (766)315-25H Category: Windows (717)365-33M M-footurvs Association r71T)317.8454 Compliance Method : Evaluation Report Noma IT Bupatep Caty: Srgis Hung jrosarsMQpgllrKPJamea.c "CWOWFy: Horizontal Sider pvpslger®,mhae.mm Florida Registered Architect or a Licensed Florida Compliance Method: Coruscation Mark .Listing om Canplial Method: CwMffUw Ill a Led61g Professional Ergineer FL4M4t2a ltodMta. F1Ja19351.1iB V •adult FLAtligiat-W Products Quality Assurance Ataarlived for there L4ogroved rot Use Impact Deakin Asgt Product MoIfLL Maher a NartN maav OL.- n A-ovad for Uu Approval for visa ProdaA rbscHalpl Contract Emrallon gate In HVHZ Outside HVNZ broadDeakin Belated Pleasure Sol Ii'Dtlud Mom. Nornna a map Quality Assurmce Acorosedforusa Approved Tor time in HVHZ clutaid, WALZ IMDW DHIM Itindstand p slid X Product Model. Number or Name Prr>deC[ Desenpton Contract Expiration Date in HVHZ Outside HVHZ Reskiard P2ss 2 SHssoO (tags Mahe mpae) vinyl Singly sung Wind- 07/3o/20is yes Yes Yes N/A 1 HS 168 Fin and Flange Frame 73x82 dauWedBess 02/1a2024 No Yes No s55F55 1 a Them ai Fiber -Classic and Snood -Star Nominal O&M.8 8quotflon-Impact&qu0t Opaque 12r3112022 No Yes No N/A Composite Edge Fitting lass Single Door (InsmnglOutsiri X configuration) 2 b. Therma-Tru Fiber -Classic and Snaaxh-Star Nominal sfutSgi liquakNon-Impactilquot Opaque 1213//2022 No Yes No WA Composite Edge Fiberglass Single Dow with 5dei bil 0 navdng/OuaWing; XO, OX Or OXO mnfgumatons) 3 a Thernia Tru Fbw-Chssic and Smooth -Star Nomim16&4M;8 &qurct;Non.Impao&quet Opaque 121'3112022 No Yes NO WA Fiberglass Composite Edge Doubt Ooor With a without Sidelines (InssvfrlglOubeMng: XX a OXXO calfmurations) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&A39.0 BquothIomnlmpact&quot Opaque 1213112022 No Yes No N/A Composite Edge Fiberglass Single Dow (I nswengfiCktav ing; X comguration) 5 a Thermal Fiber -Classic and Smooth -Star Nomiml7&113&,0 &quot Non-Irrpect&quot Opaque 12131/2022 No Yes No WA COMPosa Edge Fiberglass Single Door wb Sdelite(W Ons vngrOutswirg; XO. OX a OXO 8 1. Therms-Tru RbenClesek: arid Srrlooth-Star configurations) mhel 8&r139;0 &quotNon-Impact&quot Opaque 12/3121Y12 Nominal W Yes No NJA� Florida Department of Business & Professional Regulation Page t di Florida Department of Business & Professional Regulation Psg.I at Companion EdgeFlbergl� Single Door Building Codes and Standards If5M21 Building Codes and Standards Ir512R11 Onav ing/OutawFg; X configuration) 7 a. Therms-Tru Fiber -Classic and Smooth -Star Nominal 841I#39;0&quolli mpact&qui Opaque 12151=22 No Yes No MIA Product Approval Application Detail PfOtlUCt Approval Application Detail Composite Edge Fiberglau Sing]. Door mth OX OXO III T pa vanum1 liaalltgtdlrfx Reviskn 20M MI Mrdows.nd Doffs Category: Windows "Cataghl Fired Compliance Method Clvtifieatm Mndr o- Listing FLAHSYLA1d Prpdeb aeo a Product Model. limber or Name 1 105 PW Pool d2 11 2" 291 Due Penn Dtip ilig,ltlffi FSC Approval Moruwd Mg. 1122r= 112220211 112AIA20 Approved Caudill A-- Amrnved for use Approved for Ilia INPa41 Otelan Product Descrlodon Cmaacl EnouaMal Date in HV jZ outside NVNZ $tylimant Pressure 73 x 121nsuated Glass 04xi32023 No Yea No "i Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d i 11a2021 -elite(.) Oneviii,tswlng, , or configurations) _ _ .' _ .. .. _ 8 h. Thermw-Tru Fiber -Classic and Smooth -Star Nominal B8#39;08quDkNoo-lmpact&quot Opaque 121312022 No Yes No NIA _ ___- - _ '_ _ _ _1 STAMM - - .- _ .. - _. - Composite Edge Rbwglms Double Door with or C991_- 111)L6..g JgM gab hate Postal- Ibtt Sdt9t EO18r.N.. 20 A" ➢Ms.postal, iML9 Qk Eggg(S 911a 291 Deb Pandna geed W&oA Sidelines (Inawing/OuMwmgi XX or OXXO T.- Vortion Mwufwturw 00,11ffi ErlelDsa & Lt- VatNated av Valltatrd Submittild FBC Approval A,-,d Rib& mm Version ) Contact Endmua& Lima Validated sir YWieled Submitted FQQ Approval A,- 2wha. mm VtIH1m WAnUtAlBrW f Engineer a License Validated By Validated Oubmilred F13C Approval Approval Idm 9 i. Thermo-Tru FiberClassicflrd Smooth -Star with uradons) Nominal 6&#39:8&quotNon-Impae%ll Glazed 12/312022 No Yes No NIA AffNnatlon 2D20 PGTInduvtriet Jane Rosowad Maul -Cade BCCO-CER Mlarrl-Oade SCCO-VAL 11X)5M20 11105/1020 11MI12020 Approved Ravlel- 2020 MI Windowsand Doan Si sttinga Luis RLams. PE Steven L7 Lrrich, PE 10108=20 1N0612020 1011W020 12h5/2020 Appreed Af matkn 2020 PI Industries Jens R-.M Mani -Dade flCCO-CER Mhni-Dade BCCO-VAL 11105/2D20 I1A)52020 11A1/2020 Approved Composite Edge Fiberglass Single Door C.A.gory: Wridowe (eN}4860/00 (766)315-2590 Cataaay, Wbgovws (717)365-3300 PE62514 (717)317-6.454 Category: wlndovrs. (941)488-0100 (786)315.2590 a ndswinglOutswl X configuration) Sul Cataill Mad jrosch"Idepgtinciusules.c "Catagpy: L4uams bmthgerQimiwd.eom SuIsCatapory: Mullins IrceaazMmPgdthdllmorse 10 } Therms-Tru FoarZ assic and Smooth -Star Nominal 8&II &quotNon-Impad&quo; Glazed 12/31/2D22 No yes No NIA Compnanw Method: citation Mark or Utting om Compitance Method: Evaluation Report tom a Cortplianea N.MW: Comical Mark or Listing ion Composite Edge Rberglasa Single Door vAtn Florida Regtetrnd Architect ore Licensed Florida SWelde(s) (InswingrOulswing; XO, OX or OXO FLA24341124 Prdere-all Engine. ?".Rt3Pradacts configurations) duties, Ammer ApprovadforLlas Apprcrodfa Use laread Daiwa duater Amarrahu Approval for Ufa Anorovellforlife impact pos�m 11 k Therma-Tru Fiber -Classic and Srrwdth-Star Nominal 6&M39:88quotNon-ImPect&quot Glazed 12J31 f2022 Rio Yes No N/A Model. Number Nisma lin HVHZ Outside HVHZ 13S�MMt f Aw Procw Model. Nabs V Name g yp) Contrad Emirallmome In HVNi OutWM HVHZ �gpt e Composite Edge Fiberglass Double Door with or vitthg (Ins»4ng/Outev4ng; XX or OXXO Aw Product x 5 PW3520(Large Mll impact) Moo Fixed Wtndaw 04M2026 yea yes j Yes NIA r prrallN Aaau A�oval mar use Amrunval is vie. 0,,w !� HVHZ 1 Mnams l.All Doors and Windows Aluminum MUMons ON262026 Yes Yes Yee MIA ationsSidelitea configurations) oonfl. 0latlDne 9 1 HfaB PrPtlud Midi. NumhawName 2 578e Verliwl Plum um Mullen n InHVHZOutside na&ies t3'aildira 1?A12024 No Vn Yea WA 12 LTherma-Tru Fiber-Oaeaicand Smoottr3ar Nominal 78#39;0&quotNon-Impaedlqu0t; Glazed 1213112022 No Yes No MIA Composite Edge Fd)alim Single Door prawing/Outswig; X configuration) 13 In. Tlhema-Ton FibenClaa:eicend Smooth -Stir Nominal 7&#W;0&quotNcm_Impa i&qur* Gazed 12131 2022 No Yes No NIA Composite Edge Fiberglass Single Door with Srdelhe(s) 0nav,irg/Otatil; X0. OX or OXO configurations) 14 n. Thermo -Ton Fibw.CNssle and Smooth -Star Nominal 8&1 &quothen-Impatl&quDt Glazed 12J3112022 No Yes No NIA Compo lre Edge Fiberglass Single Door Onswing/Outsvvng; X configuration) 15 o. Thera a-Tru Fiber -Classic and SmDath-Star Nominal Slibli&quotNon-1 mpactliquot Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Single Door with Sideliti l (InswrnglOutavdng: XO, OX a OXO Florida Department of Business Professional Regulation Ppa i dt Florida Department of Business & Professional Regulation Pa Page 2.12 18 p, Therma-Tm Fear -Classic and Smooth -Star configurations) Nominal allsit 0 aquotNon-I mpact8cil Glazed 1213112022 No Yes No NIA BLilding Codes and Standards i/e/1021 Building Codes and Standards 1(19=1 Composite Edge Fiberglass Double Door with or Without Sidelines Onswingloutisil XX or OXXO Product Approval Application Detail Product Approval Application Detail 17 q. Themes-Tru Fibw-Classic and Smooth -Star configurations) Nominal 6&#39:8 &quotNon-Impect&quot Opaque 121312022 No Yes No NIA Composite Edge Rberglass Single Door with - - - - - Tranwm(InsWinglOutawing;OlXwnfguration) .. - - - 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68#39;8 &quothlon-I mpact&qul Opaque 1215112022 No Yes No N/A ;26 Entity a tag 21111 bide Parking 2m S311E F AtW Or Bffi,F, �,4 Dat!ffi(1nts 2& Composite Edge Fiberglass Single Goo, with �,m Vffi21m M�ufacgum Vakdrihod ; FBC Aoorova 9pHpval Sul type vs.[ n M nprecW,, SartilrS Vaunted By V FBC Ammval Laaray d st . Sidelile(e) and Transom (Inevirg/Outring.. O/XO, Rirvil 2020 James Hardie Bulking Products. Ina Chad Dlacks V. Andrew Tan John Southold, P.E. 01100021 12/142020 011Dd2021 di FBC Appi Revsbm, 2020 Alslde Nick Than L don F. Schmidt. P.E R 1 King, P.E. peal Yo Ryan g 02J1IM21 02n52021 D2/12/1021 04/13/2021 Approved 19 6. Therma-Tru Fibar-Classic and Smooth -Star O/OX or OIOXO eoolgurstil" Nominal 68^;8&qucCNon-Impact&quot Opaque 12/1 No Yes No WA Category: Pm4l Wells (NO) 547-8359 PE-61862 (352)367-2526 Calagoy: Panel Welk (310)922-2382 PG43409 (813) 767-6555 Composite Edge Fiberglass Single Door with "Cattecrin String ehad.dlercke�-oshard Su calth : So1Ma nthanp-iijbilsids.eem Sideilitis(s) O ri-ong/OuhvJng; XO, OX . OXO Compliance Mock Evaluation Report tan a mppmn C-911 n Mdh d: EYsualm Report Qom a Continuous Head and Sill configurations) Floods Regishrad Arehnod ors Licensed Florida Fl.ide RegStendArehi ed ore Unrivaled Florida 20 t. Therms-Tru Fiber-Cassle end Smoofh-S7ar Nominal 88,03sO &quec Nan-Inpao&quot Opaque 12131/2022 No Yes Nb NIA Prdessknd Engineer Professional Engineer Composite Edge Fiberglass Single Done with Praducte 9delte(s) OnawingrOutewing; XO. OX Or OXO Ft9.1119a41s Continuous Head and Sill configurations) Quality Assurance Acarohredfo Uae Approved for Use Imps Down) C Illy Asuraca Approved for Use Approved forI Impact RISING 21 u. Thermili Fiber -Classic and Smooth -Star Nominal 6&1 &quotNon.InpaoBquot Glazed 1213112M No Yes No NIA 8sa M product Modes. Number or Mama Product Dascrldbn contract Emaadw Date In I1V11Z Outside HM BL9Mlsot &audio. ew # Product ModK P.M. or No- product 0 ..Mad- Corvad thmlratl-Da14 In HVHZ Oultltl. NVHL aaaMand Isloo- inn; XO, OX OXO Cdeltai Edge Fiberglass Single Door 1OX (I i Canplank Lap Sidng lber-cemenl lap siring 12/31/2023 Yes Yea N/A WA 1 a &uxlct2T&quot Sofa Vent a Sold Vnyl aria 12/312023 No Yes No WA Cotlba(eu Continuous and Sill configurations) Head and SO s 2 Hard,Plenk Lisp Siding fiber-cemanl Imp Skill IW12023 Yes Yes N/A WA 2 b, aquotANlionce T48i Soft Vent a Solid VnN Sd6 12f312023 No Yes No WA 22 v. Thenre-Tru FberLlassio and Smooth -Star Nominal 0&;Ir39:08quotNon-Impact&quot Glazed 8& :I0 1213112022 No Yes NO NIA 3 c.&qud:Q'empna WnalK<Beerled&179: Son Vent aSolid Vinyl Softy 17/312021 No vas No WA Composite Edge Fiberglass Single Door With 4 all &gld:D5&quct; Scif Vent or Slid Vbyl Si 12/31=3 No Yes No WA Sdelee(s) On-Ang/Outawrg; XO, OX or OXO 5 e. Lqud:Chader 6ak&qud: elm Vent Or Bond voyt Soft I2/3IW23 No Yes No N/A Continuous Head and Sit configurations) 8 f. Bqud:Supa Speiw.qud; Soffit Vent or Sold Vinyl Soft 12131=23 No Yes No WA 23 w Themes-Tru Fiber-Camic and Smowh-Ster Nominal 68df eS 8qua;Non-Impaet&quot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Door Panels with Vented Sidelfte(s) Onswingloubswig; XX XXX a XII= configurations) 24 x Thermal Tru Fiber-Oassic and Smooth -Star Nominal 8&#39;08quot Non-inpacAquot Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Door Panels Wag, Vented Sidelibill O nswingtOutlrvfng; XX, XXXOr XXXX configurations) 25 y. Thema-Tm FbitZlssslo and Snaoth.Sthr Nominal 5&18grmgNon.Impad5quot Glazed 12J3112022 No Yes No WA Composite Edge Fiberglass Door Panels Wall Vented Sidelde(s} Onswingtoulsweng; X)( )=a X)OCh( Fiorda Department of Business & Professional Regulation Page 1 dl Florida Department of Business & Professional Regulation Pop I d, Donfiguratons) Building Codes and Standards aa2on Building Codes and Standards 151=1 26 z. Therma-Ton FiberClail and Smooth -Star Nominal 881139:0&gwtNon-Impact&quot Glazed 12J31/2022 No Yes No WA Composite Edge Fibergass Door Panels With Vented Sclelinal Onsvingroutswhg; XX, XXX Or XXXX Product Approval Application Detail Product Approval Application Detail connguraill 27 za. Therma-Tru Fiber -Classic and Smoo l-Star Nominal 8&#39:8 &quotNondmpaat8quot Glazed 1211 No Yes No NIA - - - - - - - - Composite Edge Fiberglass Single Door with 3&#390 - _ S cIelibil (InsWing/Oulswing, XO, OX a OXO - �r.414 Entlit, or Date Panda° R1)ffiY.g pJ'ti Jeate Ogre PaMpp gq 28 zb. Thermo-Tru Fiber -Classic and Smooth -Star configuralions) Nominal 850219;8 &quotNon-InpeC&quot Glazed 12/312022 No Yes No WA IYVersion e--.,re SgOFISt Encino, A LknYiOr�.� YLl8t9JtStFSC Amrovd Yi9 E0Y�1[51kaV Add d Br YYlaiW FRC Approval BaJEe19E SILL Composite Edge Fiberglass Double Door with Rerlfkn 2020 TAMKO Bulding Products LLC Kam Edan Robert Nominal John W. Knazel4dh, PE 1011412020 03.29n(ri IGAM020 12MS=20 Approved Rel 2020 LV Thompson. Inc. doa Th.nown Archittcturg Tony Chrubnan Zachary R. Prim Steven M (Met. PE oat 7r2020 owifin020 09222020 12//511020 Approved 3&#39O SIdeIilV nawing/Ou1.ayft, 0)= Category: R.." (11624.63" PE5911i6 (954)772-6224 Mal CempMy(TAMCO) (813)24&341 PE-74D21 (?IT) 317-8454 configuration) BueCetgpry: Underl.ymards kari_edenearrem.mm Category: Roang. tmygpanabk-mgpan 29 zc. Thenra-Tru Fiber -Classic and Smooth -Star Nominal 81:Tqupt;Non-I mpast&quot Glazed I Z3112022 No Yes No WA Compliance Method Evolution Renton tan a &rbCNegory: Rootng Accessories that ere an FilOug lawvill ngl Do r Composite Edge Fibarg lase Single Door with 3:&#39;0 Flald. Registered ArMlhd o a Ucensed Flair Integral Pen arms Roofing System SidralFs(s) Onsae OXO Professimd Engihea Compliance MoOoh Evaluation Report tom a configurations)) 12131J2072 No Yea No NIA Floods Artlmkact a'a Licensed Florida 30 zd. Therma-TN Fibe;,43ta sc and Smooth -Star NlomrW B&# liquothloM mpact&quct Glazed Composite Edge Fiberglass Double Door with FLN232a.a9 Radu4b Professional Prdeaslpnel Engtheer E ill 3998910 Sidelines (mswlrlgfOutawmg; OXXO autln Aswranea Auppowdfa use E Impact !� 31 ze. Therma-Tru F1her-Gasslc and Smooth -Star configuatonJ Nominal T&IIII 8quottion-ImpaoBqu i ShakerW 12/3V2022 No yes No A $!8$ Product Model, Number a Name product Desabtbn Cmnay Emuafia' Dale 0&282023 In 4MIL Outside FIVH2 Resistant PnszunQuality Y tic NIA A WA Assurance ApoovalFor Use Approved to Use jmgMt Deakin Series Composite Edge Glazed Fiberglass Single Door with or without 118#39:251delte(s) joe.Anp Ouotwag;X OX XO Or OXO configurations) 1 TAMKO Rod Underlsyar-ol(HVHZ) Roofundeeaymsnb for use In BC Hint es Jurisdictions. 2 TAMKO Roof Unnrhymdhb(NON44VHZ) Rool-cled.yments for use In Fac nm+fVN2 da492a23 No Y. N/A WA Sfp.E Prptlud Nadel. Manilas was 1 TAMCO Flat Top Off -Ridge Vent WithSage for Tie 2 TAWO OOOaeneck Vera Product Description 26 gL little mop{valUlala'al blame 26 gL 0900920N 090092026 1,-111 Y" No 0,1111111 Hmi Yes Yea Resistant NM NIA M- WA s01-52:5 jurlsddions. 3 TAMCO Of -Ridge Rod Vent ynih SaMe 26 Da:atatlo rodvendlata vfh integrated battle Da0a2028 Yes Yes NIA WA 4 TAMCO Rand Top Of(-Ritlge Vent with Sagk nor Tile 26 gal etatic roofvmtlletor with baffle 091/92028 Yes Yes N/A N/A Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 970940jix FL#6259-R31 20AI Ently or L>. 1?3t4 sty£ TyKe Version Manufacturer Contact Engineer & Validated By Validated Submitted Pendin0. BRnroved Approved Revision 2020 POLYGLASS USA MauryAlpert, License John W. 10128/2020 10/22/2020 FBC 12115/2020 Category: Roofing S954233133OSmalpert@polyglass.4:om Robert Nieminen Knezevich, PE AARD& I Subcategory: PE-59168 (954)772.6224 11101/2020 Underpayments Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FLt162594131 Products (CIUW(y AaeWMM AROLQ edfOrUM ARUMMdlgrUM IMRW Reston 2-0 Product Model, Nu ni crName Product Dal rlistion Contract F&SLztign Date It HVHZ outside HVHZ R,"St (y )hessdae 1 Polyglass. Roof Underlayments Flooding undedayments 10121t= No Yes WA +WA6022.5 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof ulldlerlaymems for use In FBC 1272312029 Yes No WA WA HVH2 jurisdictions. 2 Polyglass Roof Underlayments (non-HYFW Poygess roof underlaynlents, for use n 127232023 No Yes WA +WA/-U22.5 FBC non-HVN2 jurisdictions. 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underlaymeMs for use In 1`13C1212312023 Yes No WA WA HVHZ )urlsdldiora. 2 Polyglass Roof Undeltayments (non44VK2) Polyglass roof unclenayments, for use in 12J2312023 No Yes N/A aWAI-822b FBC non+4VHZ jurisdkUone. 1 Polyglass Roof Underlayments (HVHZ) Polygess Tool underlaymerts for use In FB012f23t2023 Yes No WA WA HVHZ)Jtiadidiap. 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof undertaymems, for use In 1212312023 No Yes WA +WA1-822.5 FBC nonHHVHZ jurisdictions. 1 Polyglass Roof Underlayments (HVHZ) Poygiass roof underlayments for use In FBC I22312023 Yes No WA WA HVHZ jurisdicfiaN. 2 Polyglass ROO Undedayments (non -I lh12) Polyglass; roof urlderiayments, for use in 12f2312023 No Yes WA +NUA7-622.5 FBC non-HVHZ jurisdictions. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paten d2 loNirml Data Panama ! mm SSrson manufacturer Contest VaiWA d ON Validated rsubmitted FBC Acormai ApprovedStaoia Revision 2020 MITec Inc, Ern Wadi ICC Evaluation Sol LLC ICC Evaluation Service, Dart IrA21 06MO/i 0111 i021 Approved Catalrary. efnkWral Components (952)896-6835 LLC. 8rlb g.(pry: Truss Flatus ewaidermarril.mm 1205) 599.SBN Canpllance Method: Evaluation Report Rom a Product EvalwBon Entry it" Product Model. NLXYM Product DIStriODn ordav Asarratee Amovtd for use Agooved ill HVINZ for Use oussick XVNZ Impact ROSMot ctdm PJessure. 1 M18AHS 18 gel- high strongth truss canned. plot. 12f312022 Yes Yes NIA NIA 2 M188HS 18 ga. super 0dh Strength trust 0Ornedor Plato 12131RO22 Yes Yee NIA WA 3 MI 16 16 ga. lass connector plate 121112022 Yes Yes NIA NIA 4 M77814S to ga. high stmmgth WA conned. pate I2131/2022 Yes Yes N/A WA 5 MT20HS 20 ga. high strength truss connector date 12/312022 Yes Yes NIA WA 6 T1a. MT18 I ga. lass coned rplot. 12131 Q022 Yes Yes NIA WA 7 TL20. Ill 20 ga. Wtf connector Plato. 1211 Yea Yes NIA WA Florida Department of Business & Professional Regulation Paget d2 BuildirlgCodes and Standards VD72021 Product Approval Application Detall - - - :.�` - gME Data pendingf ]kgi Version manufacturer Contact tsNYleer & Ucensa Yndated pal contact YM1lMtl submitted IISC Approval AggrQWd status Revision ZD20 GAF Mlm aril at Robert Neminen John W. Knerevim. PE 092612020 08212020 1W22020 izm5m20 Approved coastal. Roaang (400) 7%-3411 PE-59166 (%4) 772-6224 SubCati Wry: Asphalt Shingles mllleh�glf.Cpm Compliance Method: EVPNatIm Rapt from a Florida RegateredArchill or a Ucmfed Fkdda Prof MkMN Engineer d for Use ApprovedforUse ImE�i Appr1. Dealer fti Product Model. Nur6er or Norma ProductOesorlotlon Contract EWretion Date HVHZ Outside HVFIZ Resistant Jn14t$IQ 1 GAF Asphalt Roof Shingle, Fiteryass nimlo-ced 34.p. laminated. 5-hp and 121782022 No Yes MIA MJA nlprtdge espnen anngwu Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t d 1 141 S2111 211 2" »mom 29t _ iogR al 7Tvpa Version manafoctura contact 6hpemoo, A U-. Valdarad av vold.tal aabmltted FBC Approval rip status Revision 2020 Florida MeW Products Inc. Clerk Jones Janes L Bucker, REQ Steven M.Urich PE 09272020 o9)252020 10,04/1020 1211&2020 Approved Category: Seeing (904)7834CO CBUCK Engneering (717)317�41454 OuliCattill Roving Accessories that are a darkelil-eom PE31242 Integral Part Piths Roane System Compllan-Method: Evaluation Report from e Florida Reglataed Architect or a Ucari Florida Prcteaynorwl Engineer F-L =l.R2 Products QWbAsvxmo Approved for the Approved for Uae b= 22= Aw Product Model .! u" or helms Contract Emlrathn Die 6, HVHZ Dull HVNZ assistant Pfat�M , 3 3- FLAMCO &glpt:RV 0 Ridge Vitril : Auminum Rdge Vent for pRolu detach fabricated 1331(M4 No Yes No N/A from 0025' Aluminum Florida Department of Business & Professional Regulation Pager I of Florida Department of Business & Professional Regulation hotel, d3 Florida Department of Business & Professional Regulation Page I of I Bull Codes and Standards 117/2121 Building Codes and Standards tertozl Building Codes and Standards 11252D22 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail _ - . - Code artb 23 alto DabPMWm 21 a C.9& jMN a �Yt �i! Data Pandhar lids Code Entil or Dale Date Dale Pandlra Date LM Version IMaLatMBuCg Submitted FBC Apppyal Agunm status mm Version Manufacturer, %pas engineer &.ems Validated the y I; ld*,d Submitted FQQ Appro()i PA-yd itgE Version Mendel Contact iminear J. License Validated By Validated Submided FBC Approval 8gproved Maki Revision 2020 Lmgnco Katrina Jolley Janes L euchi P.E. Steven M. Unch, PE 11232OM 1123m2o lirA 20 ding FBC Appn Revision 2020 aoral Rpdahg Anderson Rol IAPNO Uniform Eyakatooh Gary W. Wand 111032020 1 M2:2020 IIIW2020 Approved Rd lion 20M Global Protection Products, LLC. Tim Robinson Walter A. Tilt Jr., P.E. John W Knezevieh, PE OWN12020 09/0&2020 10101/ mm 121`151 Approved Catogiol Rooing (5104)983.6163 PE-31242 (717)317E464 Category: Roang (got)380-SMI Services LLC. (205)854-0160 Category Shutters (954)6W-7545 PE-44167 (954) 772.6224 S6Cateee7-R-Ang A-ssarhs that roan kt.11eyotommco com otcaugorr: R.Ong Tiles RoUrAndercanillbael.co SubC'"ory: Storm Panels tim.mbinson®gppent.com Integral Patorthe Rmano System compllmea Nathod: EVOU91M Report from a m Compliance Method: Evaluation Report from Crmpgermis Nahod: Evolution Report aana Produd Evaluation Entay Florida Registered Architect or a Licensed Florida Florida ReghteleclArchaat or a Llcen sed Florida Professional Engineer Rotenlmel Engineer EkgmuLolLzaaLa Ouamv Asatrawe Approved for User Approved fa Use Impact P4JVti FLs4aD7i-Ra.PflpduLts ANA Product Model Iemhr or Nanr in MVHZ Ou1Wtle NVNZ Jj� Aoeroapd for Um Approved for Use Impact Deakin OIaft Am mgt Amoyea to Use Awayed for L%e Impact )gym i6 eaxany-Sake. Sale, Country germ. Split Old English Flet Prdib- Denver, CO 12/312020 No Yea NIA WA S_ $ Product Model. Number or Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant Pra we aw Product Malik 11 10.111 Ourtfu , KVKE assistant F-- Thatch damp: "pact 1 2() Gage Galvanized Steel Storm ParlarlaAHVFIZ anelsied Corrugated Galvanized Steel Storm Panel reairlad 12/�x172022 Yes Yss Yes NIA I Deck-Alr" DA-4 or TRI-Bplk Dack-Arr DA-4 Low Prams, P olypropylere Real Rod Vent 12/102025 No Y. No +97.5r-97.5 17 Saxonygal -Sate. Snake &amp; Son Shska Flat Preflle-Stanton. CA 12?312020 No Yes NIA MIA ornotat tracks to provide hurricane alle t ericely Attached to PMvooe Deok 1s Sunny ON - Sots Shake &amp: Split Shake Flat Prokle - Ruko, CA 121312020 No Yea NIA WA 2 24 Gage Galvanized Steel Storm ParlelaJNHVHZ Corrugated Galvanized Steel Storm Panels retained 12ZI=2 No Yes Yea NIA 19 Sarony 700- Shake, Slos Assil Split Shake Fler Profile - Stockton, CA 12/31=0 No Yes NIA WA or not by tracks to provide hurricane protection. 20 27 Saran/ 700- 9lekm. Sias &amp: Split Shake Teiaa apm. 18. reelma Fbl Prcele- Rleao, CA 12/312020 Hgh Praia- Katy. TX 12a312020 No No Yea Yes N/A N/A WR WA 25 Vill. ttrr Adre-Katy. TX 1Zi1/1020 No Yea N/A N/A Florida Department of Business & Professional Regulation page I or I Florida Department of Business & Professional Regulation Page I di Florida Department of Business & Professional Regulation Building Codes and Standards irAM22 Building Codes and Standards +R/2D21 Building Codes and Standards Product Approval Appication Datail Product Approval Application Detail Product Approval Application Detail Entity or - 2211 2di Data Pandim •o TM Version Manufacturer contact Engniser& License Validated av Validated aubmated PISCArproval Approved Status Revision 2020 All Amencan Shutters and Glass hilks Barbieri Frank L Ben rardu, RE Troy B 1,RE 1012872020 1011511 11105r2020 12`152020 Approved Cal ly Shutters (561) 712-9882 PE-0046549 (954) 947A880 subcategory: Stamm Panels mikeboalhmencanshutte, Compliance Method: Evaluation Report from a is.com Fiords Registered Architect or a Licensed Floi da Prdeasonal Engineer FL#i 78118413 PtorJtrcta SSao # Product Model. Numbw gal fame Product Description OuallivAssurance Approved for Ilse Approved Contract Expiration Dft in HVHZ for Use Outside HYRZ Indeed Deal Ft sizWnt Prassura 1 249a Galvanized Steel Storm Panels 24ge Galvarrixed Steel Storm Panes 12/312022 Yes Yes Yes WA Florida Department of Business & Professional Regulation Page t at Building Codes and Standards a14rN21 Product Approval Application Detail elm Eat, or .. _ ➢Ma 41at Plato ftoum ]ygq Voini Manufacturer contact 6Mlneer 8 daemon Validated my Validated aub(glDd FBC Approval ApprilYffi ff4mm Revision 2020 Weyedhaausa Rob Belden ICC Evaluation Savk LLC Ion Lehrer, P.E. D2/02/1021 1 OM312020 021MM21 Approved Cartel Structural Compomeds (251) 924-6476 legal 839-3288 adlCategory: Engineered Lumber RMert,9sidMn�"weyerha Compliance Ndhod: Evaluation Report from a euser.san Product Evaivaaom Entry FL1i52T4ttl Products gwwuAlvuu Adeeved far Use Approval far Lha lma 1M Sw A Product Model. Number or Nam Produg t)DIsgjJg(ga cwarad E1mlMlen One In III daelde Hil Restausit yawn i Mcrolem LVL Laminated Veneer Lumber 03/312023 NO Yes NIA WA 2 Pares PSL Poraael Strand Lumber 03(12023 No Yes Ni N/A 3 TmberStand LSL Lemarated Strand Lumber 03/312023 No Yes NIA N/A 4 TJ Pom Board Structural COnlpoflle Lumber or Oriented Strand 031312023 No Yes MIA WA board Firm Board 5 Weram e-a Rim Bomm Oriented Strand amrd Rm Board 03/312023 No Yea NIA WA Sao Ewty or 24 20 Date Madre am jyps Vevigel manuecturw conleat Encilr1 V Ikkt d By Validated i FBC Appravat &boat ad star- ReNsbn 2020 Alpine Stuart Lewis ICC EvehetIon Service. LLC Wiliam M. Rallied. PE 1013712020 10/2=20 11911 iim5m2o Approved Cneeary: Smrctral Components (321)710-3377 (407)681.1917 SubCatepory: Truss net. srawis@epnneaw.carn Compliance Method: Evaluation Report from a FLM►rARrlyedlyds Product Evaivatlan Entry INN Product Model number or Name Q uallty Assursra Product Descdoton Contract Emtratlon Oft Amaroyed for Line Arsonsved for use In HVHZ 01aeln NVfii Impact R"MaO! GLIBB Pressure . 1 nW SCGIAti Kamp; gher Strength (H &ey Motel Connector Plate 121312024 Yea Yee NIA WA 2 r7w BCGAA4A- Hag. Plate Mosel Cornel Plate 12/312024 Yes Yes NIA WA 3 ITV 8CG/Attna Trulor Mlehl Connector Plate 12/312024 Yea Yes N/A WA 4 ride BCG/Aprx We- hill Connector Flat. 1Wlr1 024 Yes Yes I'm WA Florida Department of Business & Professional Regulation Pogo 1 d1 Building Codes and Standards 1/7/2021 Product Approval Application Detail Code ardly bu- Data Dale Mndrg Oats Las version ! Contact Enginea&users. VAdddBy Validated $ice FBC Approval moved JIM& Revlekn 20M CAST-CRETE USA, LLC Creg Panm. Mnm-Dade 8CC0-CER MienLDade SCCO -VAL I12CM20 1WTM20 11272D20 Approved Coal Structural Components (813) w-"41 (7W) 315-2590 SuatCappry: Products Introduced as a Result of cipaaoomcaataalecorn New Technology compiler. Method: CerUNc~ Mark or Lering FLANA13 Products Quality g a�pyad tar use Em>maffi.tpLtht k.� Ofrilm AM# Product Model. Nubs or Product DMTIWA Contract eeelrallon Ode In outside H' assistant Presase 1 Flight Stramith Concrete Lintels 4. 6, 8. and 121nch •Mid rides 051212022 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pool at Ill Page I of 2 92a2021 March 15, 2022 -i--A i vi (D +� -eanA U N OCD Q O 0 !` CU W W O O O O W c O L.L Cn W " .t"a ,E � .Q O .�-I�/ M/'� VJ c- a< Z Z W J CV t= N O �- a Ill O UM ion LL I L 0 L O M 4Y _ W ^` C to rtJ <_ i W 3 L1� Q O 0 U > > 0 W E zCOO IM O O L U O L W L) CIO m =:3 Q 0 C5 W Q W z z Q J SHEET NO. PA 1.1 4I 0 U O O Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r302020 Simpson Strong -Tie 2020 FBC Approved Products Updatad,zra>2o2o Simpson Strong -Tie 2020 FBC Approved Products Updated 12r302020 Q O L For direct inks to all SST approvals listed below CLICK HERE For direct Inks to all SST approvals Isted below CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE. - ® For direct links to all SST approvals Isted below. CLICK HERE a✓ �t f'1 LL s For addtonal Information regarding Florida's Statewide Product Approval System and Many -Dade County Nke of Acceptance (NOA), CLICK HERE. u . For additional Information regarding Florida's Statewide Prodmi lCt Approval System and Ma -Dade Canty Notice of Acceptance MCA). CLICK HERE. , For addtonal information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA). CLICK HERE. For addtional Information regardingFlorida's Statewide Product Approval System and Marro -Dade County Notice of Acceptance (NOA). CLICK Hera E. C V � O N FL#23SS-R7 FL411I0446-116 FL#1 }466 RS 11 HUS; HUSC series hangers Face -mount hangers available In widths ranging from 1-518" to 3 C =3 cu Cn 9116" and heights ranging from 4-5/16" Ie 11" Concealed flange U g Product Model. Number or Name Product Description Sea # Product Model. Num ber or Name Product Description 3� fl Product Model. Number or Name Product Description version (H USC) available for models having width equal to or O O "L 1 Titen Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter T tan stainless steel masonry screw 1 A21. A23, A33, A34. A35.. A44 Angles 9 1 BT, BTB, BTH Brick Tles greater than 3-9116" = L O 0 2 APA21, APA4, APA6, APVA21, APVA4. APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 US series hangers Face -mount hangers available in widths ranging from 1.7/8" to 3- Q C 3 APB44, APB44R, APVB66, APB66R, API388, APB88R, AP61010, AP61010R, APV644, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 5M" and heights ranging from 9-114" to 16' O _ FL#9S69-R6 APVB44R, APVB66, APV886R, APV888, APVBBBR, APV81010 APV61010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.83-SDS, LGU5.2SSDS Face -mount hangers Co O }r ,_ Co 4 APDJT2-4.. APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6. Outdoor Accents Deck Joist Ties 5 CTS218 Cam pression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Co O > a % Se Product Model. Num bar or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC210Z Face -mount hangers O I SDI 0112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.6A, H3, H6, H7Z, H162 H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in wadths ranging from 1-9116" to 4- (D ! I- 2 SD9112, S09212; SD10112, SDI O212 Strong -Drive SD Connector Screw 6 API-4, APLB, APT4, APT6, APV1_4, APVLB, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15116" (n O Co 3 SD9112SS, SD921253 Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.e3SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers C (a �� 4 SDCF22434 SDCF22512, SDCF22614, SDCF22700, SDGF22858, SDCF221014 Strong-DroveS SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2-2-SDS3 HSS2.3-SDS3 HSS4DS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- "� '_4^ V) Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2.. HST3, HST5, HSTB Straight Straps 118" and heights ranging from 6-15116'to 19-11T. 5 SDCP22434, SDCP22512 SDCP22614, SDCP22700, SDGP22858 SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16,14TS20, HTS24, HTS28 HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI 8KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL.. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400. SDHR27614. SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9116" and heights ranging from 3-1116'to 13-314". 7 SDS25112. SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SOS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS255M SDS25500, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on ly acute flange is concealed. 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS253COSS SDS25312SS Strong -Drive SDS Heavy -Duty Connector SE Screw 15 GAL GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16'to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTSIB, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11.114". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MOT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedown Straight Straps F 910007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA16, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70. L90 Angles 22 MSTC28, MSTC40.. MSTC52. MSTC66, MSTC78 Straight Straps Jgg,JF Product Model. Number or Name Pmduct Description 21 LCE4 Post Cap 23 MSTC4883, MSTC66B3 Pre -Bent Straps sad # Product Model. Number or Name Product Description 1 ATI ATR1/2, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 11 MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5; ATUDS-2, ATU09, ATUD9-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS3Q MTS30C Medium Twist Strap 118" and heights ranging from 7-1/8" to 30". 3 BP318-2, BP1/2, BP1/2-3, BP5/8-2, 3P518-3. BP3/4, BP3/4-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ.. LSSJ28LZ, LSSJ28RZ. LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA200-12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318, CNW1/2, CNW5/8, CNVltN4, CNWS/8-112, CNW3/4-518 Coupler Nuts 25 LSSRi 81, LSSR2 1, LSSR2 37, LSSR2 56, LSSR210-2, LSSR410 Field Adjustable SlopeableirSkeymble Hanger 27 RCW812, RCWB14 Wall Macing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTU077, CTUD87, CTUD88, CTUD97.. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, 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, M1-242, ML26Z, ML28Z, ML21 OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24". 6 N3, N4, 145, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5: RTUD8, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/3" and heights ranging from 9-1/4" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MIVLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5. SS3, SS4.5 Stud Shoe 5 EG5.. EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW35 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18 ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST5224, ST6236 Straight Straps 7/8' and heights ranging from 1 1"to 32-V2' 10 URS3 3M" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20. TB27, TB30, TB36, T842, T848: TB54, TB56. TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 If2" Uplift Rod Run Tiedov/n System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 7WB10, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 32" 12 URS5 5f6" Uplift Rod Run Tiedown System 34 STC, STCT, DTG HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URSB 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, W8106C, W6120, WB126C, WB143C Wall Bracing and heights rang" from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 32'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#10447-RS 112" and heights ranging from 8" to 30'. Sea X Product Model, Num Der or Name Product Description Sea, 9 Product Model. Number or Name Pmduct Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 13-7B" 1 DTT2 Hold-dmvn Sol it Product Model. Number or Name Product Description 1 CBH2.37x5.5, CBH2 370 63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-117' 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" to 8- 3 HD08; HH0011, HH0014 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSCSL-SD83 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9/16" and heights 7/8" and heights ranging from 7-1/2" to 37' 4 HOU2, HDU4, HDU5. HDU8, HDU11, HDUI4 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" tc 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62SDS, HGIJ7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33" e LSTHD8. LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2: HHRC411 81, HHRC44, HHRC5.2513.25 HHRC5. 3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT serves hangers Top flange hangers available in widths ranging from 2-5/15" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.5/8" to 7- 918" and heights ranging from 18" to 26" 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRC1 .81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5116 liD 12-7/8". 14 HUSTF series hangers Top flange jeist hangers available in widths ranging from 3-1 /8"to 9 PA18, PA23, PA28, PA35.. PA51, PA58 Strap -style purlin anchor 7 LRU26, LRU28. LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS. HHGU5.62-SDS, HHGU7 00-SDS, HHGU725-SDS, Face -mount hangers 3-9/1B" and heights ranging from 5-3/8" to 13-1/8". 10 PAI18, PA123, PAI28. PA135 Strap -style purlin anchor 8 LSU25, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10 STHDiORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2 HHUS2&2, HHUS210-2, HHUS46, HHUS48, HHUS410. HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7n6" to 15" Concealed flange 12 STHD14.. STHD1 4RJ Strap -style hold-down 10 TC24_ TC26, TC28 Truss Clip HHUST25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2. THA222-2, THA413, TFIA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURG, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422, THA426, THA422-2, THA426-2 118" to 5-1/8" and heights ranging from 4-314" to 15-3f4"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16'to 7- 12 THAI1 81122, THAl2.06/22, THAl2 1122, THAI222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for Wrists Concealed flange version (HSURG, HSULC) available for all 118" and heights ranging from 5.3/8" to 28" 13 7HAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26. HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-3/8" to 37' 15 THJM2-4SDS3, THJM2-5-SDS3, THJU26, 7HJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1.9116'to 3- N 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19-1/4"- Concealed flange 518" and heights ranging from 9.118" to 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 1-9/16' and heights a -I 18 VTCR Valley Truss Clip greater than 2-9/16" ranging from 5.3/8" to 7.114" -4- 0 10 HU001.81/9SDS, HUC01.81111-SDS, HUCQ210-2SDS, HUCQ210-3-SDS., HUCQ310- Face -mount hangers 20 J13A series hangers Top flange hangers available in width of 1-9116' and heights N U N SDS, HU00410-SDS, HUCQ412-SDS; HUC05 25/9-SDS, HUC05.25111 -SDS , HUC0610- ranging from 9-3/16'tu 13-118" m X SDS, HUG0612-SDS d LL it (� L N � N Y � - a to U J Simpson Strong -Tie 2020 FBC Approved Products Updated 12 302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rso2o20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 J o ® For direct Inks to all SST approvals listed below, CLICK HERE. For direct Inks to all SST appals Isted below, CLICK HERE approvals For direct Inks to all SST approvals listed below, CLICK HERE. ® For direct links to all SST approvals Isted below. CLICK HERE (100 a J . For addWral information regarding Florida's Statewide Product Approval System and Maori -Dade County Notice of Acceptance (NOA), CLICK HERE. . additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Memo -Dade County Notice of Acceptance (NOA), SUCK HERE. For additional information regarding Florida's Statewide Product Approval System and Man -Dade County Notice 0 Acceptance (NOA), CUCK HERE. 21 LB series hangers Top flange hangers available in width of 1-9/1 6'and heights FL#11466-R5 18 SILBV1.56, S/LBV1.81, SILBV2.06.. S&BV2.37, S/LBV2.56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete - w ranging from 5-318" to 15-1/8" SILBV3.56, SILBV3 62. SILBV4.06, SILBV4.12, S/LBV4.28, SILBV4.75_ S/LBV5.50 6 Strong -Bolt 2 (ST62, STB2.4SS, STB2-6SS) Strong -Bak 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea N Product Model. Number or Name Product Description 19 SILTT20, S/DTT2Z, SiHTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-118" 1 HHUS210-3, HHUS2104 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 go) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8. HR512 Strap Ties 21 SP4; SP6 Stu Plate T oes available with lax head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112' 3 HUCQ210-2-SDS, HUCO210.3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plata Ties stainless steel., or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THG63, THGBH2, THGBH3. THGBH4 Joist Hanger 23 STC DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/7' 5 THG02SDS3, THGQ3-SOS4 5, THGQH2-SDS3, THGQH3-SDS4 5, THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (rHD37634RC, TH050934RC) Then HO Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW34, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH.. THD37212RH, Then HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24" THD510234RH, 7HD10212RH) 26 PF, PFS, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116' and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-118" FL#11473-RS FL#13904-1 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116'to 7- $eG # Product Model. Number or Name Product Description SI X Product Model. Number or Name Product Description FL#16230-RS 118" and heights ranging 9-1/4"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3 52-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR. FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 82SDSG CCTQM5.50-SDSG, CCCOM3 62-SDSG CCCQM462-SDSG, yea x Product Model. Number or Name Product Description 3 HIS, HISS, HI&2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#100i 4 HETA12, HETA16, HETA20, HETA24 HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLQM03.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALIZ HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOMD5 60G-KT, ECCLRQMD3.62G-KT, ECCLROMD4.62G- 3 SET-XP SET-XP Hgh-Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchorfor masonry n' 1 ABA44. ABA44R, ABA46, ARA46R. ABA56. ABA66R Adjustable Post Base 7 HHETAI 6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5. 25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Tden 2 (TTN2) Titen 2 Screw Anchor for Concrete W 2 ABU44, ABU44R, ABU46, ASU46R, ABU5.5, ABU5-6 ABU65, ABU66, ABU66R ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4-SDS3 Girder Tledowrn 4 LGUM26.2, LGUM26.3 LGUM26.4, LGUM28-2, LGUM28.3, LGUM28-4, LGUM210-2 Masonry Beam Hangers 6 Trillion HD (THD-H4SS, THD-H6SS, THD-CSBSS) Then HD Heavy -Duty ScrawAnchor forconcrete available in 304 ABU88R, ABU1D10. ABU1010R. ABU1212. ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ. ABW7-7 Adjustable Post Base 10 MFTA12, META16, META18, META20, META24 MEfA40 Embedded Truss Anchor 5 MBHA3.1219 25, MBHA3.12/11.25, MBHA3.561725, MBHA3 5619.25, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head 4 AC4, AC4R, ACE4, ACB, ACBR, ACE6 Post Cap 11 MSTAM24, MS'TAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA356/11 88, MBHA3.56114, MBHA3.56/16, MBHA3.55118, MBHA5.5017.25. 7 Titen Turbo (TNT) Then Turba Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R. BC8, BCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019. 25, MBHA5. 50111. 25, MBHA5.5C/11. 88. MBHA5.50114, MBHA5 50118, 6 CB44, CW. CB48 CB66, C1388 Embedded Column Base MSHA5.50l18 ICU 7 C35044-SD52 CBSQ46-SDS2, CBSQ66-SDS2. CBS085-SDS2, CBSOB8-SD52 Embedded Column Base 6 MBHU3.56f9.25, MBHU3.56/11.25, MBHU3.56111.85. MBHU3.56/14. MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.1/4" to 9.112" and FL#111496-R5 MBHU&56118, MBHU5.5019.25. MBHU5.50111.25. MBHU5.50/11.88, MBHU5.60114, W2 ranging from 3.5M" to 7-I/2" MSHU5 50/16, MBHU5.50/18 sea II 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 Descdntlon 1 X34131016-5K, X1S1016, X1 B1016-4K, XQ1S101 B. XQ181016.4K 410-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with # 3 L W2 ranging from 3.5/8" to 7-1/2" 1 DTT1Z Deck Tension Tie Drill Point � t1 10 CPT44Z, CPT66Z, CPT88Z Concealed Poet Tie Base 2 HD12, HD19 Bolted Holdowns Bolted Holdowns FL#13975-R6 2 XL0114T1224. XL011481224-2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPS66 Embedded Post Base 3 H03B, HD56, HD7B, HD96 Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HT75, HTT5-314 Tension Ties sea 9 Product Model, Number or Name Product Description 3 XMQ114S1224, XMQ1 14el 224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LC644, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SOW22338, SDW22438, SDW22458, SDW22500.. SDW22600, SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 XQ114S1224, XQ114131224-25K X114S1224, XQ112SI224. X0112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 15 MP9447, MP866Z, MPB88Z Moment Post Base 2 SDVVC15450 SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, P846. P866, RB66R Embedded Post Base FL#1362&R5 3 SDWH19300DB, SDWH194000B, SDWH19600D6, SDWH19800DB. SDWH791000DB Strong -Drive SDWH TIMBER-HEXSorew"f 5 XU34S1016 XU34B1C165K #10-16 Strong-Dnve XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SDWH2740DG. SDWH275DOG, SOWH278DOG, SDWH2710DDG, SDWH271200G Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-18 PC48-18, PC48-16. PC64-16, PC,5&16. EPC44-16. EPC48-16, EPC48-115, Post Cap 1 SB518x24, SB718x24, SB1x30 SB Anchor Bolts B SDWS19500, SOWS19712, SDW,922400,SDWS22500. SDWS22512. SDWS225M Strong -Drive SDWS TIMBER Screw (Interim Grade) O EPC64-16; EPC66-16 2 SSTB16. SST620, SSTB24. SSTB28, SSTB34, SSTB36, SSTBI6L, SST620L, SSTS24L, SSTB Anchor Bolts SDWS22800, SOWS22900, SDVV8221000, SDWS221100. SDWS221200, SOWS221500 FL#33320-1110 - 20 PC4Z. PC41RZ; PC6Z, PC6RZ, PC8Z, PCBRZ, EPC4Z, EPC4RZ, EPC6Z, EPCBRZ, EPC8Z, Post Cap SSTB28L 7 SDVVS2230ODB. SDWS2240ODB, SOWS2250ODB, SDWS22600D0, SDWS22800DB. Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDW522100008 %M1 Product Model, Num berorName ProductDescrintion 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312DBB, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSC943.5. DSSC046, DSSC048, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730DSS, SDWS2740OSS, SDWS275OUSS, SDWS2769OSS SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5 FC645.5, FCB47 5. FCB49.5, FC8411 5 Bypass Framing Fixed -Clip Connector W '^/ SDWS271000SS, SDWS27120OSS 3 FPHSD34S1016, FPHSD34B1018, FPHSD34B1016-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self- V! Septx Product Model. Number or Name Product Descrptien 10 SDUW13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD3481214.5K Drilling, Tapping Screws FL#10666-R5 t CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSF ,4 25, LSFC6.23, SFC2.25, SFC4 25, SFC625 Steel Framing Con nector 2 HRS6. HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18 FHA24. FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25. SSC6.25, MSSC2.25, MSSC4.25. MSSC6.25, Steel Stud Connectors S. ea # Product Mode(. Number or Name Product Description MSTI48, MSTI60. MSTI72, S1MST27, SIMST37, S/MST48 MSSC4.25KW, MSSC625KW 1 F-A, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKWS 5, RCKW7. 5, RCKW3S. RCKW5 5S Rigid Knee Wall Connecter 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, SCB45.5, SCS47 5, SCB49.5. SCB411.5, MSCB45.5. MSCS47 5 Bypass Framing Slide -Clip Connector n 3 GH46-6, GH46-8, 0H48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH56-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21. LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 go) ,Sea 11 Product Model. Number or Name Product Description 8 SCS32-5/87, 5C562-5/87. SCS62-57118, SCS8251178 Bypass Framing Connecter S, GH610.6, GH610-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector i AS 18, AS 18S5, AS 18SO 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB5B.. GLB5C. GLB5D, GL67A, GL675. GLB7C. GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJCa,25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLST520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTSIS, LTS20 Light Twist Straps 3 AS-20 20 ga Truss Plate 11 SSB3,51a Bypass Framing Slide -Clip Strut Connector L 6 HGLBA, HGLBB. HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30 MSTA36, ST6215, ST6224.. ST9, ST12. ST18. ST22, MSTC28, MSTC40. MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XI-SH78BI414 414-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiecim m 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws LLJ 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTSIS, MTS18 MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01S101 B. X01 B1016-4K, X0181214. X01B1214-3 SK, X078S1224, X07BB1224-3K, #10-16. #12-14 and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIBI.56, SIB1.81, St132.06, SIB2.371 SIB2.56, S 82 88, V133.12, SI33.56, S1B3.62, SIB4.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224, X0114131224-2.5K, XQ112S1224, XQ112B1224-2K, X34Bi016-5K, Tapping Screws SlB4.12, SJB4.28, SIB4.75, S/65.50 X1 SI D16. X181016.4K, X1 S1214, X161214.3.3K Q 13 SIBA2.1218, WBA2.12/10. S/3A2.12712.. S/BA2.12/14, SdBA4.18/8. S1BA4.18110, Top Flange Joist Hangers Sea # Product Mode(. Number or Name Product Description Z J S'BA4.18112, S/BA4.18/14 1 ET -HP Adhesive Anchor for concrete 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-75, GDPM-100, GOPS, GW-50. GW-75, GW-1100, GTH Gas -actuated fasteners and assemblies Z 15 SIHD8S, S/HD8B, SiHD1OS, S/HD1OB, S(H015S, S/HD152 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 S/HDU4, S/HDU6, S/HOU9, S/HDJ1I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SIJCT, SfHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. March 15, 2022 PA 1.2 a�nvne. aaati W a: u,uwaiaawos c- MlANdrutD"E ctum PGT Industries, Inc. PGT Industries, inc. fn -�.. U "sue PRODUCTCATBOL LYSECTIONPGTludustries, luc. tv Q p OL 11903 5W 26 sty Boom 208 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE•: EVIDENCE SUBMITTED (D C CU - DEPARTMENT OF REGITI.ATORY AND EeCON47WC RESOURCES OVER) merumt, Floc& 3317i 2474 BOARDAND CODE ADMINISTRATION DMSM T (796) 31-5-2"0 F (7W 315-250 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • � V � � NOTICE OF ACCEPT' A,'`CE (-NOA) x�.mismidadr_x.c:ecoao.s 1. Evidence submitted under previous +10A F A. DRAWINGS B. TESTS (continued) D. QL ALAI: ASS�1K.�?'fCE 1_ Miami Dade Department of Regulatory and Economic Resources (RER)_ � � � cu tA N -0 Up -0 -0 O PGTLadmuies, Inc. 1070 Techntlo&y Drke, 1 _ Manufacturer's die drawings and sections. S. Test report an 1) Air lnfiltla�tian Test, per FBC. TAS 202-94 — p 0 t� 00 3:SCOPE. North Venice, FL 3427r5 (Submitted under A'0. ?� e.11-01 e Z 04) 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 E. MATERIAL CERTIFICATIONS = � 2- Drawing No. MD-5570.d, titled '`Vinyl Sliding Glass Door NOA (LM) % sheets 1 3) Water Rekomm Test, per FBC, TAS 202-94. 1. Notice of Acce ance No. I.5-0428.14 issued to Vision Extrusion Limited for their M 0O � Co ThisI�lOA is.bemgisstretiunder the apphcablerules and reg atimoos �� �en;mgthe use ofcoIIs onmaterials_ 7be through 21 of 21. prepared by manulfacturer, dated 10,105i15, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 "Ni lie Rigid PVC Exterior Extrusions for Windows and Doors", dated 08,� 13!15_ .- -0 p dorome station submitted has been reviewed and aeceptled by Miami Dade County RER Product Control Section to 041051`17, signed and sealed by A. Lynn Miller, P_E. 5) Cyclic Wind Presst_ur Loadingper FBC, TAS 203-94 eexpiring on 09, 30.119. Cn (D L_ � L t_ be used in N fiamiDade Co and othesameas where allowed b the Auth Having Jurisdiction (AHJ)_ y lt'j Forced Fitly Test, per FBC, TAS 24L 94 2 2. Notice of Acceptance No. I6-0920.08 issued to Vision Extrusion Limited for their - VE � p e;t3 CU .� _,_, Q This.NOA shallnot be valid alter the expiration date stated below. The MiamiDole Count} Product Control Secacn B. TESTS along with marled -up drawings and installation diagram of vmvl sliding glass door, prepared 1004 Tan 202 and tighter Shades (Nos-N%ldw) Rigid PVC Exterior Extrusions for I— � . � Cn Q (In Nfiami Dade County) an6orthe AHJ (in arms other than Miami Dade County) reserve the right to have this 1_ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-04 b Fe�tr'ation T Lab, Inc.. Test Y Report Na_ FTL 8549, dated 11:�06.i 5, signed and Windows and Doors", date312/'OS 116. expiring on 12�29/2I _ product or material tested far as�rrance ores_ If this product or material fails to ezfarm in �e a cce red P y pulp pr P p 2 .� ) Large Missile Impact Test perFBC, TAS 201-94 sealed by Id2kms Ortega, P. E_ (rest report revised on 12/04/15 and 02i 11t16) 3_ Notice of Acceptance No.15-0528.15 issued to Vision Exxtrusion Limited forthe it manner, the masmd'acturer will incurtheegxzw of suchtestingandtheAHJmayinsnaediacelyrevol e, modify, or 3) Cyclic Wind Pressure Loadingper FBC, TAS 203 6_ Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 "Brown Coated (Paor Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction_ RER reserves the sight to revoke this acceptance. if it is determined by MiamiDade CountyPiioduct Control Section that tttis psadmet or material fails to withmatked dmw� and installationr din ofti �g glass dam. � 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 Vlmdows and Doors", dated 0$,13115. expiring on 09''30,19. ' � � sheet the requirenmu of the aWhcable building code by Fenestration Testing Lab, Inc:, Test Report No_ FTL 9717, dated 12tV 7,15, signers and 3) Water Resistance Test. per FBC, TAS 202-94. 4_ Notice of Acceptance No-16-0712.02 issued to ENERGI Fenestration Solutions USA, This product is approved as described hesein andhas been designed to comply with the Florida Building Code, sealed by Idal mis Ortega, P. E_ (Test report revised on 024 5i16 and 0224l16) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid FVC Exterior including the Higi: Vekx3tyiituricane Zore_ 2, Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 5) Cyclic Wind Ftesme Loadingper FBC, TAS 203-94 Exrsusioons for 'f'tii indows and Doors" dated 09i 15r 16_ ex3iring on 02104121. DESCRIPTION: Series "557Ur2 770" Vinyl g Glass Door (Reinforced) jslss o 900 & I3_50 careers L.�Sd i. 2) Uniforn Static Air Pressure Tess, per FBC, TAS 202-94 along with marled -up dr wings and installation diagrams of vinyl sliding glass door, prepared 5- Notice of Acceptance No_ 16-0712.04 issued to ENERGI F'enestsadon Sohitions USA, APPROVAL DOCtlff.NTDrawing . No M D-i570.0 Rev B, titled "Vinyl Sliding Glass DoorNOA aW, she 3) rater Resistance Test, per FBC, TAS 20' -94_ by Fenestratim Testes Lab, Inc.., Test Report No. FTL 8552 dated 11,04/15, signed and Inc.. for their -Bronze and Lighter Shades of trap C oated Rigid Y C Exterior s 1 through 21 of 21, preparedby maimafactnsri dated 10�051'15 and last revised on 0�.�"01121. sighted and sealed by cturmde dated10/ ofer, 4) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E_ (reset report revised on 02115,20I6) Extrusions for Windows and Doors" dated 09i1546_ expiring on 04,16120. Product Control Recision stamp with the Notice A. Lyrm l�f1 F_E_. bearing the nuia ii-the a CountyPr 5) Cyclic Wind Pressure Loading per FBC, TAS 203-04 7. Test report on 1) Uniform Static Air- Pressure Test, per FBC, TAS 202-94 6. Notice of Acceptance No_ 16-0712.03 issued to ENERGI Fenestration Solutions USA, "White Acceptance number and expiration date County Product Control Section 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their Rigid PVC Exterior Extrusions for Windows and Doors" dated N'fISSILE IMPACT K4,T1NG: Large and Smadll&sile Impact Resistant along with marlmd-up drawings and installation diagram of vinyl sliding glass door, prepared 115- 3) Cyclic Wind Pressurr Loading per FBC. TAS 203-94 08f10117, expiring on 02.128118_ by Fenestration Testing Lab, Inc., Test Report No. In 85 t6, dated 11t Signal and along with marked -up drawings and installation diagram of mayl sliding glass door, priepmed 7_ Test reports No(s). 10-002-79`2(A), 10-06-MO52 T 535753-09. per A.STME-94, Limitations: 1. See table 1 (sheet 7) and table 2 (sheet D forappdicabie SGD unit sizes, design pa%sures, reinforcements types, sealed by Idalsmis Ortega, P_ E_ (Pest report revised on 01AX46 and 02,11.2016) by Fenestration Testing Lab_ Inc., Test Report No. FTL 6638 (files A-1 thru A-22), dated ASTUD1929 and ASTMD-635. issued by EXOVA toVision Extrusion for cellulosic glass types, sill riser (sae tables B-1 & B-2, sheets 7-8) and anchor layout sheets rr�ents equiin i 1 ttuu 16_ 3, Test maron t 1) Air Infiltration Test, per FBC, TAS 202-94 11,191'10, signed and sealed by Jorge A Canso. P. E_ (Submitted under 1 'O.4 �i ro.11- composite material 2. Rigid White PVC, Tan (Aron -white) Rigid PVC and Broi;m coated (Faitned or laminated) white Rigid Phi C to be 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 01 U7 ll4) (Sub mNed tinder A'0_4 Xo.11-010Z 04) labeled per referennedNOA's rest ts. 3) Water Resistance Test, per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC, TAS 2D2 94 8_ Notice of Acceptance No.14-0916.11 issued to gutaray America.. Inc. for theme 3. Egress operable doors must comply with ruin clear width or height perFBC requitement, as applicable 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 -Sentn-Glasrll (Clear and White) InterGyei , expiring on 07/04,118_ 4. Packet walls under separate appresvaL to be revieuedby Building official 5) Cyclic Wind Pressure Evading per FBC_ TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9. Notice of Acceptance No.16-1117.01 issued to Kurmy America, Inc- for their L ABEIM G. Each unit shall bear a penument label with the mamrfacturees name or logo, city, state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 ' Trosifvlt• Ultraclear, Clear and Color P4'B Interlayers-', expiring on 0710819. following statement:: "Miami Dade County Product Control Appm-ed",noted herein. alotmg with marked -up drawings and insWhttoin diagram of vtoyl sliding glass door prepared 5) Cyclic Rand Pressure Loadingper FBC, TAS 203-94 REINEW AL of $ids NOA shall be considered after a renewal application hats beenidled and tthere has beeuno by Fenestration Testing Lab, Inc.., Test Report No_ FTL W47, dated 12104r15, signed and 6) Forced Entry Test. per FBC, TAS 202-94 F. STATEINMINTS Chan to the ableb codene tree affecting the eofthis l� � �� � �' � � product sealed by Idakuis Ortega, P. E. (rest report revised on 02115�16) aloe withered draw and installation. din of 1 slid door: g -up fps '�' � � 1_ Statement letter of conformance with 014 and FBC-6t*Edition C2 ) TERM A3TON of this NOAwdl occur after the expiration date or if there hasbeen a revision or change in the 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No_ FIL 6337 (samples A-1 then A-5), dated (20171 issued by manufacturer, dated 004117, signed & sealed by Lynn Miller, F.E._ materials, use, an&or manr:facture of the product or process_ Misuse of this NOA as an eyadorseawnt of any pro duM use, 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 121ti640, signed and seabed by Jorge A- Canso. P. E. (Submi�d under A10A iYa.11- 2. Statement letter of no financial interest, dated 04/1 &17- issued by manufwhnw, signed for sales, m any otherputpcoses shall automatically terminate this NOA. Failure to comply with any 3) Water Resistance Test, per FBC, TAS 202-94 0107. 09) & sealed by Lynn Miller: P.E _ section ofthis NOA shalibe cause for terminatim and nmwval ofNOA. 4) Latrge Mssde Impact Test per FBC, TAS 201-94 1 Letter of lab compliance, part of the above test reports. AD ERTISE_�N-T: The NOA number psecededby the words Nhami-Dade County- Florida, and folkmed bythe 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. C #I,CL;LATIONS 4. RER Test Proposal No_ 17-0387. dated 05,95117, signed by Islaq Cbanda, P.E_ expiration date be in ii�tnre- If ortionoftheNOAis displayed, then it shall be y g yP �}' 6) Forced Entry Test, per FBC, TAS 202-94 1 _ Anchor verification calculations and structural c with FBC-2014, �* � O done in its entirety. along with marked tip drawings and installation diagram of vinyl sliding glass door, prepared Fenestration Testing Lab_ Inc., Test Report No. FTL 8��*48_ dated 12104r prepared by PGT; dated 12109115and last revised on 02115116- signed and sealed by G. OTHER N ILL r` o LN SPECTION: A copyofthis entireNOA shall beprovided to t�heus�by1he atanu actuer or its distributors and by 15, signed and And=yL Miller, P.E. (SubmhYed rinder h'[? 4,No.151210.01). 1. Notice of Acceptance No. IS-1214.01, issued to PGT Imclustties, for their Series N U0 N shall be available fiDr inspection at the job site at the request oftheBuilding Official. sealed by Idalnmis Ortega, P. E_ (Test report revised on 01104/16 and 02111{16)_ 2. Glazing cotes with ASTME-1300-09- "557012770" Vinci Sliding Glass Door (Reinforced) -L.M. X'. expiring on �/141'21 _ � >< a This NOA revises & renews 'O A420-0429.0{ and co sists of this age I ande-Mencepages E-1. E-2, E-3, E-4, � !;! , � j L � �,_L, j =`w K t r'f r 1,.L. f E he O - E-5 & E-6 as well as approval document sut�io zed above. The submitted documentation was twiewed by Ishaq Z Clmnda, P.E. lzkaq L Clnsaela, P.E. iskaq L Chaatla. P.E. -� °j% � ' �- <'^ •1., �-- Q Ci N .0 O Product Control twit Supervisor Product Control L ait Supervisor Product Controls Unit SuSupersisor y C _ Y I OA No. 21-0206.03 NOA 10. 21-0105.03 NOA Na 21-0205.03 NOA No. 21-4205.03 rraYtEt cQutm' Expiration Dates April14.2026 Expiration Datet Apr:'[ 14, 2026 Expiration Date: Apri114.2026 E:piradan Date: April 14, 2026 j 1 1+- + + Approa-alDate.hrarch.a,.0.1 royal Datt: 6farci< 25 : + Approval O.Z , , ► Approval �fascis:,5,_t).1 Approval Dates hfarck25,202I U) Q F Papa 1 E -1 £ -2 E -3 r Q ? (B M a 0 3 n• T T _Ll r J 6 J Q PGT Industries, Inc. NOTICE OF ACCEPTANCE: ET*7[DF-NCE SUBMITTED CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SLTBWTTED PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence Submitted ender previeons submittal E. MATERI.ALCERITI:ICATIONS (continue) E. New Evidence Submitted 5. Quanm Part Suumr Spacer Sthandard complying with ASTM C518 Thermal Conductivity A. DRAWINGS 0.891 BTU -in/ hr.-ft =°F, ASTM F 1249 V VTRPass, ASTM D3985 Oxygen -Pass, ASTM E A. DRAWINGS 1. Drawing No. DID-5570.0 Rev B, titled "Vinyl Slitting Glass Door NOA t,T.ivi}". sheets 2190 I.G. Du mbilityNo Fog Pass. (Submitted under precious NO.4 .-Yo.1 S-#M409.05) 1. Drawing No_ 3ID-5570.0 Rev B, titled -Vinyl Sliding Glass DoorNOA (LW, sheets 1 1 through 21 of 21, preepared by manufacturer. dated 10.05115 and last revised on prepared through 21 of21, y b mamufacmw, dated 10r05,15 and last remised on 02.101:21- 04,22120, signed and seated by A_ Lynn Miller, P.E. 6. Quanex Dam complying with ASTM C518 Thermal Conductivity 2.22 BTU-iw signed and sealed try- L Mi111rr, P.E. hr. ft=-"F, ASTM F 1249 ArVIR-Pass. ASIM D 1434 Argon P Pass, ASTM E Nate: This revision consists replacement of same existing installation screw with flat head- S� B. TESTS 2189 I.G. Durability No Ft AST1Vi E 546 Dew Point De��elopnrent -20°F in 48 his. 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (Subrrt#tted under A1.0-4 No. I5-0409.05). 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 7- Vision Extrusions, Ltd. Farts comlpby ng with PVC-AAMA 303-13, Voluntary Specification B. TESTS 3) Water Resistance Test. per FBC. TAS 202-94 for Rigid Poly nnyl Chloride (PVC) Exterior Profi= V les for Vision Extrusions. LtdEX-1 by I. None_ 4) Large Missile Impact Test per FBC. TAS 2.01-94 AAMA Fenestration Exterior Profile Certification Program (Sribmtittcd under NOA Xu 15- C. CALCULATIONS 5) Cyclic 'Wind Pyre Loadingper FBC, TAS 203-94 0409.05) 1_ Nome_ None along with madmd up drawings and installation diagram of all PGT Indu>stnes, Inc. 8. Visiem Extrusions, Ltd. Parts complying utiih PVC-AAMA 303-13. - �--+ representative trails listed below and tested to qulady Dowsd 791 and Dowsil 983 silicones. (Submitted under IVO.4 No. 15-0409.05) prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 9_ PVC-AAMA 303-13, Voluntary Specification far Rigid Polyvinyl Chloride (PVC) Exterior D. QU ALITSi ASSURANCE FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09.03r 14 Profiles for Vision Extrusions, Ltd_ jr'EX-1 by A.AIa1..A Fenestration Eattenor Profile 1. -Dade Department of Regulatory and Economic Resources (RER). FTL-20-2107.1, PGT SGD780 Ahmmiminn Sliding Glass Door (unit 7 in proposal) FTL-20- Certification 2107.2, PGT CA740 Alum Outswing Cat Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for E. MATERIAL CERTIFICATIONS Cu 2107.3, PGTPW7620A Ahmminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their 'Tan 3040 & light shade (non -white) N%Wte Rigid PVC Exterior Extrusions for 1_ Notice ofAeceptance No-19-0305.02 issued toKuraray America, Inc. for their PGT PW7620A Altiminum Fixed Window (unit 10 in proposal) dated 07/13120, all signets Windows and Doom, expiring on 02.%gl . "Trosirfolt, Uhraciear, Clear, and Color PVB Glass Interlaser -, expiring on 0T08r24_ and sealed by Idaimis Ortega. FE_ 11_ Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA, Inc. for 2_ Notice of Acceptance N€a.17-080&02 issued toKurarav America, Inc. for their Q their series `"Ikite Rigid PVC Exterior Extrusions for Windows and Door", expiring on "SentryGlasll� (Clear and White) Glass Itnterlayers", eear raring on 07104t?3_ C. CALCULATIONS 1. Anchor complying with FBC 71* 02.28.23. 3_ ;+lotice ofAcceptanceNo.19-1106.I0 issued to Vision Extrusions Limited for their 'Brown O Q Q verification calculations and stiumctural analysis, 12. Notice of Acceptanoe No_ 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for Coated (Painted or Laurin ted) White Rigid PVC Exterior Extrusions for Windows Edition (2020), dated 0422120, prepared by manufacturer, signed and sealed by their `-Bronze & light shade cap coated White RigidPVC Exterior Extrusions for and Doors". expiring ten 0913004. -6-0 Anthony Lynn Ifiilles, F.E. Windows and Doors", expiring on 04t16125. 4_ Notice ofAcceptance No.18-1106.11 issued to Vision Extrusions Limited for dwir series � 0 � 2. Glazing complies with ASTM E 1300-04, -09, 42 and -16. "VB 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior _0D. QUALITY- ASSLM N -CE F. STATE1kID�4TS Extrusions, for [�Tsdvws and Doors", a piririg an 1?t29.21. O Miami -Dade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 76 Edition (2020), dated 04fi?20-0, Lwued by i manufacturer. signed and sealed by Anthony Lynn Molex, P.E. F. STATE.MEI't►TS 0- E. MATERIAL CERTIRC.ATIONS 2. Statement letter of no financial interest and of independent. issued bymanufacturer. dated 1_ Statement letter of conformance to FBC 76 Edition (2020), dated 021'OL21, issued by � � 1_ Notice of Acceptance No.19-030-.02 issued toKuraray America. Inc. for tiu it 04/1V-07 signed and sealed by Anthony Lynn Miller RE. marnmfacturer, signed and sealed by Anthony Lyrm Miller. P.E_ "Trosif611 Ultraclear, Clear, and Color P'LB Glass Interlavers7. expiring on 3. Private Labeling Agreement document between PGT dated 0343045 and signed by all 2_ Private Labeling Aft dated 0310&21 between. PGT Industries, Inc. and CGI 07/0&24. involved parties Windows and Doors Inc.. signed by Dean M. Rmarlc, P.E., V.P. Engiueerimg. on behalf of m 2. Notice of Acceptance No.17-0803.02 issued to Kuraray America, Inc. for their "Setn"r ', both companies_ Q Glavlfr (Clear and White?) Glass Intesrlaym. expiring on OT04,23. G. OTHERS 3- Notice of Acceptance No. 18-110610 issued to Vision Extrusions Limited for their "Br Extrusions I_ This :VOA revises NOA# 17-04=0,06 (PVT w1CGI) and updates to FBC2020 (70Edition). G. OTHERS awn Coated (Panited or Laminated) White Rigid PVC Exterior expo 04t21J21 _ 1_ This NOA revises & renews NOA# 20-0429.0; (PLA w1CGI), expiring 04114C1-6, for Windows and Doors", expiring on 09I30,24. ':"notice 2_ RER Test proposals #19-1155 dated 01/l 20 approved by Ishaq I_ Chanda, PE, expiring 2. The cuarent associated PIA CGI file. #21-020-4.01, expiring 04J14,26. O L- C6 4. of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their 0411421 sees -VE 1000 Tan 202 and fighter shades (lion-N%li te) Rigid Cellular PVC _ i r F y. f ! r w Exterior Extruslueop for R mdows and Doors", expiring on 12, _9121. 1 Jf / �? � �A `■ Ishaq L C'handa, F.E. Isle L Ckanda, P.E. z Isiaq 1. CIands, P.E. Product Cmtrd Unit Supervisor Product Control Umk Supeteisor Z Product Control Unit Superviaor N0A No. 21-0205.03 n'OA No.11-0205.03 Q NOA No. 21-8205.03 Expiration Date:.April 14,2026 Expiration Date: .repro 14,10H ExpiratianDate: April 14, 2026 disproval Date: March 26, 2021 Approval Dates March 25, 2021 a Approval Date: hfareh 25, 2021 E -a` £ -6 SHEET NO. March 15, 2022 PA 1 Ta :?. , I I tI _ I _ _ I I I I 1E 111 VII1r9 1'm11a 1 '! I I I I I I _ -L 1- I -I ---- -- I 1I, I IAMB ./ -- Z 1 :::::"""" ILI ECO PRODIJ r EVALUATION REPORT• NO 20-072R 01 2 III�c. TILLtT TESTING &ENGINEERING COMPANY 22. TESTREPOR: - -- -- _ Large missile impact and fatigue load tests were performed under Protocols TAS WAT TF.R A. TTLLIT, IR., P.E.. Titteco(AQ(a(T1.cpm rL P.9, LKUMA �.. MIA-, per 9 201, 203 as r section 1626 of the Florida Building Code. Uniform static loads PL C.ALivan.N,.IGIA719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996, PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996. all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/0611998 witnessed by Gilbert Diamond, P.E. and Report No. REPORT NO.: 20-0720.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. PRODUCT SUER -CATEGORY: Storm Panels 2.3_ST VCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and in accordance with MANUFACTURER: Global Protection Products LLC, section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., 4800 S.W. 51 Street dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E. Davie, Fiodda33314 1. PURPOSE OF EVALUAT ON: This is a Product Evaluation Report Issued by WaNer A. Tillit, Jr., P.E. (System 3. MISSILE IMPACT RESISTANCE. Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20.3, Method I of the Florida Department of Business and C WIND LOADS RESISTANCE: Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 19, 25 and 26 of 26 Product Evaluation Document No. 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 26, o Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 19, on sheets 8, 9, 10 at least equivalent to that required by the Code. 14,176. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 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 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document 2.1. PRODUCT EVALUATION DOCNL(P•E.D.1: IIM (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document {P.E.D.), drawing No. 20-176. sheets 1 thru 26 of 26 prepared by' itteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P,E.; dated 07/28/2020. This drawing is an integral part or# 1,hIs LIA+HHIHnN7F" Evaluation Report. A; i!(iC%-1 A TI((/p✓ri'y ``�.PtiZEA -�: L10ENs� :✓� ``\��P�rLtZ _ s3� ��CENSF ? _ ��--11 �-- No. 44167�b.1167 �-- 1. 7/ c��'� "$ TI * ? / ' r * STATE Of t (r 01 It ,�AFss. ARID-\;F\NN r�r'h4,FS/pNALE�,��`��. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone; (395) 871-1530 - i'94y� a "'+�NNillin"'%10 t&'+ GIFNERAI 8.3) IN CASE THAT PRECAST STOW- OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE MJo FOR m ONE a4Uom 230M.B81" EXISTING WILL Or -HORS SHAI1 BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 5SUCHPANELS. 7N6W1lmH STORM PANEL SHOWN ON PRODUCT EVALUATION DOCUMENT (PED) µ45 BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 0.1) NO IN E.2), ACCORDANCE WITH THE 2020 (7U EDTIM) OF THE FLORIDA BUILDING CODE (C) TO EXISTING Now iMIN SPECffK GRANrI G . 055 YIN `: DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CoCc, - ,/4•W TAPCON ANCHORS. AS MANUFACTURED BY I T.W. BUKDCX, INC. PANELANTE FEMALE U MID PAELMAIE PLUS ANCHORS. AS FOR A WIND SPEED AS REOMEO BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DRECTIONAI)T'Y FACTOR Kd-0.85-USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS.D-) - r14-10 MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4-0 LAG SCREWS PER N.O.S. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16. t9 A 20. - 7/16'9 , 5/8' WOOD BUSHING. AS DISTRIBUTED BY ALL POI, SCREW, BOLT A SPECIALTY GO IN ORDER TO VERIFY THE ABOVE CONDITION. IJLTMATE DESIGN WND LOADS DETERMINED PER ASCE 7-16 C.1) MINIMUM THREADED PEWETRAT,ON INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' FOR ELCO PANELM{TE PLUS SHALL E FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO AND PMNEIMALE FEMALE ID. COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SMELTS 7 THRU 17. 14. 15, 16, 19 A 20. C.2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 112- NO THREADED IN ORDER TO VERIFY THAT ANCHORS ON THIS P E 0 AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE F STRESS OR WINO LOADS WAS USED IN THEIR ANALYSIS FASTENERS SPKNC TO WOOD HAS BEEN DETERMINED IN PENETRATION INTO STUCCO SAM, BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION- ACCORDANCE WITH N.D.S. 201a.. C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SWILL BE AS INDICATED IN THS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE WAS BEEN VERIFIED IN ACCORDANCE WRH SECTION 1626 OF ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING A TESTING INC. REPORTS 95-569. 96-570 A 96-T30 AND C.4) MINIMUM PENETRATION G W000 BUSHING SHALL BE 5/8'. 1/4' W-20 SCREWS USED SHALL BE 1 / MINIMUM /2- LONG MMUM FENESTRATION 1TSTN0 LAB NC., REPORTS r2032 A /2126 . AS PROTOCOL TAS-201. TAS-202 AND TAS-203. SHOULD STUCCO EXALT. AND I' MINIMUM FOR WALLS WITH NO STUCCO.AS NANpRCAH TEST LAB Of SOUTH FLORIDA REPORT I0219.01 -09. AS PER TAS 201. TAS 202 ANDC.5) WELL STANDARDS. TAS 203 StAR05. IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO DR WOW BOARDS BE FOUND ON THE EXISTING 2. AL ALUMINUM EXTRUSIONS TO W63-76 ALLOY AND TEMPER. UNLESS OTHERWISE NOTED SEE SHEET E ( ) 2 WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAR STRUCTURE BEHIND SUCH PANELS. ANGHORAC[ SHALL E A5 MENTIONED IN C.1) . ). C.2) ! C.4) 3 ALL ALUMINUM MEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL O DIE RECOMLRNOATIOFK AND SPECIFICATIONS O THE ANCHOR'S MANUFACTURER. 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OILVIM1 STEEL, ASTM A-03 GRADE 50 MINIMUM. G-60 GALVANEZED STEEL DESIGNATION W/iY. 58.9 AM (AFTER ROLLED). B PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION GENIES SHOWN ON SECTION 3 THROUGH TO (S,¢ERS 4 THROUGH 6) EXCEPT THAT HEADERS ® A ® SHALL NOT E USED, 5. ALL SCREWS TO E STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION RESISTANT CCATED CARBON STEEL AS PER DIN 5mia W/ 50 bi YIELD STRENGTH AND 90 Mai TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BUILDING CODE 9 IT SHALL E THE RESPONSIBILITY OF THE COMPACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO E ECITOM 2411.3.3.4. ATTACHED TO INSURE PROPER µCHORALE THIS SHUTTER SHAM ONLY E .ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BUILDINGS. e. BOLTS TO E ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STARLESS STEEL WITH 38 bi Y,HNAILIY YIELD STRENGTH _ 10. EACH REGULAR STORM PANEL WIN LENGTHS OVER 8'-8 THROUGH 12'-4'. AS PER SECTIONS 6, 0. 9 A 10 AND ALTERNAINES 8W, 7 ANCHORS TO WALL SHALL BE AS FOLLOWS 9W A IOW ON SHEETS 9, 5 A 12 RESPECTNELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPIJCAME REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. (A) TO EXISTING POURED LONCBETE 11 THE INSTALLATION CONTRACTOR S TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN M COKW40US CONTACT WITH I/4'9 TIPCpN ANCHORS AS MANUFACTURED BY I.T.W. SUILDLX. INC. (M�r. Fc.3192 p*J.) THE BUILDING t0 PREVENT WIND/RAN INTRUSION - 1/4' W x 7/50 ' CALK- ANCHORS, AS MANUFACTURED BY DEWALT INC (MIN. OLT CA. T - 1(in J. 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED 8Y ALL. POINT SCREW, BOLT A SPECIALTY CO. At 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INXCAIED IN THS DRAWING PLUS ANY BOLDING AND ZONING REGULATIONS (Mn. fc-SOOT p.4i,) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - #$A-10 PAELMATE FEMALE 10 A PANELWTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCMRN PRODUCTS. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER S GENERIC AND DOES HOT PROVIDE ITORHNTION (MN, t'.-33M PA;') FOR A SITE SPECMTC PROJECT; I.. WHERE THE SITE CONDITIONS DEVIATE FROM THE PE0 - 1/4'0 Cr TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (f114500 p,.,.) (b) COMPACTOR E RESPONSIBLE SPONSIBLE FOR E SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL E 1 3/4': 2• FOR PANELMATE FEMALE BASED ON THIS PE.D. PROVIDED HE/5HE DOES NOT DEVIATE FROM THE CONDITIONS DETµED ON THIS DOCUMENT 0 AND PAHEMALTE PLUS AND 1 1/4• FOR CF TIP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RESPONSIBILITY A2) CALK -IN k SCUD -SET ANCHORS SWUl E EMBEDDED 7/8' AMID THE POURED CONCRETE. NO EMBEDMENT WIG (c) THIS PRODUCT EVALUATION DOCUMENT WILL E CONSIDERED INAUD 1F MOONED. STUCCO SHALL BE PERMITTED 1/4• 0-20 SCREWS USED SHALL E 1 1/2• LONG MINIMUM SHOULD STUCCO EXIST, NO I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY E HEADED SCREWS OR AL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME TN ET BWITH WING NUTS. ENGINEER OF RECORD (E.OR.) FOR THE PROJECT AND WHO WILL E RESPONSIBLE FOR THE PROPER USE OF THE P.E D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE A. 3) IN CAE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS E FOUND ON THE P-E.O ENGINEER. SHILL SUBMIT TO THIS LATTER THE SITE SPECIFY DRAWINGS FOR REVIEW. EXISTING WALL OR FLOOR ANCHORS SHALL E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL E AS MENTIONED IN AI) AND IN A2)_ (e) TINS PE.D. SHALL EAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 1HE PROFESSIONAL ENGINEER Or RECORD THAT PREPARED IT. (B) TD EXISTING C WU BL�I-Wut A :._ C-9D: 1/4' TA7/8. ANCHORS AS MANUFACTURED BY 1. T. W. BALDEX, INC. 14. SHUTTER MANUFACTURER'S LIBEL SHALL 8E LOCATED ON A READILY VISIBLE LOCATION AT STORM - F - 1/4' A , 7/6• CALK-W ANCHORS. AS MANUFACTURED BY DEWILY INC. (IMN. I' .150) p.. r) PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL STALL E PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE - I/4'9 X 3/4• SOJO-SET ANCHORS. AS DISTRIBUTED BY AL P06R SCREW, BOLT A SPECIALTY CO. FLORIDA COMBING CODE {MIN. rc.1800 ps .J THIS DRAWING SHALL ONLY E USED TO - /14-t0 PANEUAAMNATE FEMALE W µD PµELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION OBtWIR PERMITS R TIME STATE OF FLORIDA PRODUCTS TAP-GRIP - I/7 ANCHORS;. AS MANUFACTURED BY tRU-FAST CORPORATION �N�tfk AIIT/IN @� 11 A ,'.`.......'mot- B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PµELMATES µD CF TAP -GRIP ANCHOR, INTO THE VC ' FLORIDA BUILDING CODE (High Vs Nurr(conW - eLaac UNIT SFVWl E , 1/4•. :' '•' % •1030 °LSO• Nc 20 GAGE G'ALVANZED STEEL STORM PANEL 8.2) CALK-W A SOUQ-SET ANCHORS STALL BE EMBEDDED 7/6• INTO THE CONCRETE BLOCK UNIT. tip NO. 4 - i Py INTO S'D)GCO SHALL BE PERMITTED. t/4- 4-20 SCREWS USED SHAM BE 1 1/2• LONG MINIMUM 4gVI1- ICCCO PROTECTION PRODUCTS, LLC. 01rW EXIST. µD 1' MiwNUM FOR WALLS WITH NO STUCCO. s'QL ST6 �s� nr _ � IL GG LMC ___ __ _ ° INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR CONCRETE OR CONCRETE PANELS Ci & 11A BLOCK STRUCTURES DONewt A10Am SCHEDULE ON CONCAM AI,CH°R6 THEFTS 6 Ywncxo9) CONCRETES IE APOCI (SEE 50"UMMU: 9H.M as THROUGH9) ^----E.D. - CONCRETE ANCHORS , (WELTS �' (//�\�) COIKREIE REOIIRF$. 6 INWAxIN� 9) .\ - ` J FXSTIIO PDLIRED 1 COMCR[T[ IEOURED I-4I 9sETS 6 1NKOAN 9) , 7•. / - 11 ' W '` , �1- Min.-. ,'�`V: 4 , - (-E=_. 1/2' '/tea' .::�?:_ ��� -, ��:` `(��` `:. NE� , .7 . s +s rE__ y2 !` s-'�"usAIII J ,/s• - 1, P \.. .I..- ----1 I I -T T}A. WEW_OG_I - _---_._1 1 I @f REpIREp. • I 2 p I I ® I CONCRETE REWRW . - h. i 8, 1 �/6'y3/ W. 1 I 1 ii 1 aH r I N Q 41 1... ( . I IdDAI�RIo • A CC 1 1 1eH7v1n� nC" -Iw r�Q�4 IAaA M. BPNPnON I ro a.M6 1 f I A:� : I I fUm,A! MI W W I 0A I - J ; olp" 4i I'� w MAR1PPS : b aASt I \:/ I 1 I" --I 1 I 1 1 1HyIVPoW 1 R I 11 - 1 Yp v IN I 1 I 1 II I f I 1 6 O 1 I I I _ i i i 1 i I [�?• I I I 11, - 7rR Hs)r • I I CWR,' waI W I ® 1 DQN CROW 41 .I - 7 S'. 1 u I/7' OL f � o" �6W 3 EXISTING 'ETEPOURED E.D. 1 1 I 12 ,/r OM:. c..e Ep C%STTNO -:� I ED. T I/r OL [w.CMG Pounia 1 I i r CD IILDAODI i END", am • I 1 r iw iLx - - - - --- 1 CONCRETE BILOCK _ - _ - REOtAREO If7 ti 12 ,R' nc r 1 - \ t ; --�I - REQUIRED. - „7• C ) :� REI0UME0. 1/2• J Ch. I .939• - I , EXISTING POURED. I ::-,• yI1 1' Yin. ( ,:O,NUCIE urARDIK %• - CONCRETE W a 1w t"' roOI1PAFiCOMORM ,. E� ~E.D.I ANCHORS -O - aW W17M 43/'Iri'RE" - i Y � �7,am StA000lED W/ ALTAR ..- 4-'-(2)­ 90EOULL ON '- ( �- 4M4 O.t. Sp1EDUE OP_ \` W41 OC SCHEDULE ON S EM S TROU6K 0) \ IN ETS a tHSO10, 9) SHEM 6 THROUGH 1) smo ,mm 91EEt4 a t1MUGr, 9) . TION SCALE 3/6-1/6-' 1 �,E(�_ MOUNTING SANE 3/8-1- BUJ j"NOALTERNATE fiffiff MOUNTING SECTION 3 SCALE 3/6-1- SCALE 3/8-1- - --- - -..I._... --- I c ED. - EDGE DISTANCE 1 (SEE SCHEDULE ON -yaW V ; I B A B) 1 tp oA61 I a I , - MR W + (( NOTE FOR 110N f)F SECTORS: I 1 12 ,/r 0. ' `"� I A 410411IRA A. TOP A BOTTOM MOUNTINGS CAN RE ANY WAY TO $CAR ANY fit.. rit"A'� INSSTAALUDTION \` ', EXST,N6 vouaf'ii"""CONCRETE �C----E[ON+OHO� FLORIDA BUILDING CODE 10 h V*Iml Hurr)cone �3/4 ` R *. * 7 olaxonttoa W. 20 GAGE GALVANIZED STEEL STORM PANEL 01",E', SSHEM afba fp`T THROUGH 1) XAL� CIE LILING�+y'P4AS-. z �o•,• ?ATE y- • * _ _ —) GLOBAL PROTECTION PRODUCTS. U.C. --1 �L E C O INc. .909 SW. 5, stmaY °T/29, '" ' •O1RID__ a/1/ r`AL E -V n. MIA •s �• W' > w AH-1 : N,SME c/6Px: 7ARL PXN ("4R«-6H7 ti -. Trip 014 ow m-,M, 20- 20- SCALE 3/8-, i E �w� MR .- .,R n"MMA 141J. u 1 _ Fmq.- 1 - vN 0"" N PRODUCT EV ALVATtON UP= NO, 20.a72a.01 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: 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 U 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, 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 shall only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). `ASMV ol"N1OW10,140, -�*•=---�Z Via. 44167 ;s= �.'�'- 7� A''. STATE OF ; tt Sy'FArFSS/0NA1;L�' 4YAT`LL D:1 TILTECO ADMON RECORDS I P. E. REPORT-20 \ GLOBAL PROTECTION PRODUCTS, LLC 120 GAOE GALVANIZED STEEL STORM PANEL\ DRM W 20-1761 REPORT C 20-OMOI /T—ILIECO IN TILLIT TESTING 6 ENGINEERING COMPANY WALTEItA. TILL)T )R P.E. PRODUCT EVALUATION REPORT to I,kva Va 44L D Pt.v.r. T v .kK . 4dleo ELc�.A. LeImM w.oXM71. REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 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. 61G20-3, Method I 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 Cade, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2-1. PRODUCT EVALUATION DOCUMENT (P E d 1 Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANELA, sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inteR`��,l;nt rtr610,ris Evaluation Report. ,," � (/ h 1. -, n --- 1- d•'Tt*1 67 ✓. ' it :.r=/�#.: -' * : * SO`1. STATE OF ,'cc %��c'• FCQRIDP . F�s� 6355 N.W. 36th Street, Suite 305, Miami Fiords 33166 -Phone (305) 871-19?gA(3ilh184"1-1531 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2.17 '- _ --_.._ _.._ - - 15.198_ .- ,- - (TOTAL WIDTH}--_..-_ ._-.. .... _ ____.. . .- - .-. 15.196... - (TOTAL WON)-.. -- ...-.-. - - - - - _12.500' (EFFECTIVE WIDTH). _. - - _._.. _- -- 6 1/A- 6150'---- ---- -_ -. r. --1.3'I!p' - , t.350- �. _ 1.3150' ' "\) r .. --1 350' -, , 0.W6' MN. THICK r--1.350' _ f_'I, \..500' .. , r - - {' GLvuH¢FD srm11 r/ N'- - rCN .450 o.ox' k9N. TH4Lx HONIED / GIIADE RHEMYED ,r 2.65T - r ) G. GLVIM2ED STEEL EDGE 7' / 2 G-60 GAM EDGE /2.000 1. A HEDGED TYP. \ A51M A-653 .L. ' - '21�J DETAIL A-1 DETAIL d.! 0-6p Gil,. I 7 EDGE \1 wNOE So wl53l.. ,L.i L A 18.6' ,.' , -11L - _-_ _--_____.. - 1.350' ) I.J�O'-II.3S0' _- ---6.260'----__---_- Q STORM PANEL (A END STORM PANEL 2.167' -- ,. I'1 3r �150• 2.187' PAA,QS LOUR UP 1 � L 100" R 0. 1 .,29'-.750'- 1/4•W-m. 1/4'A-7°. .12i' 750' 3D4 REM W/ WAG" EDGY. .. 1 .1o0• Ata �• 1 -' 1.125" :, JS054 , NETM S.S. MET® - I.75o'r- „-a 1 ' _T H I 1D ANGLE • TO ANGLE • N ' to.08' .10p1 - V 1/T nO. 12 112' 0.0. .'.. \ 3.375' .093' I.500' � ' ,.500- .00.1'93" 2.000' 4EE.9]9' .D3B'9FE2.125\D.'2.1II)5•OB3' R 0. 378' til6. 1 ?a5 4 1_.?S5N- OEFA t 1 HEMME q D.' J)5'I180- 1 I___- i Ii'25' T i 5' Max. _ _..- -. 1.50D• - 1.500- l-- 1I � i, J ISOMETRIC VIEW DETAIL A :_-2.000_ ,-_2-000' - ROUNDEL CORNER O ENDS OF PANEL'S R END UP wHEMMED EDGE.(N.HEM O "h" HEADER 0 'U" HEADER ANGLE WITH STUD ANGLE WITH REVERSE STUD ( _ -1 VARIES SEE W. '--1 1/14 A 2/14 0.344' TP. TOP 001: -374 096 174' .0@6.-...750"- _ , i,�Y - . 10• 125'+-i/i�b'T A' M�RTSERIES ED 10 1.407-f.p63' 373. .3- • '.B56' _ _ SALT' t ;. ANGtE,I 1/2' OC. I r. _ - _ j.390• L - or PAEL r 188!- L L-==' 187,* --4'�t .. t--: �• t.063' I.341.871• \4y t.S00• C�.'.-'.pp//I/ F MOLE FOR __Ny.1015' • � µTEL AOIf1tlM 457' 1 ? I, _)I.D80' L--- ---- ) 1 ) 7.000, O KEY HOLE WAS14ER =6 L 2.000 - I --�) _ _,DB}• ® "F" TRACK ANGLE (6�A 3/8' "17" TRACK ® nAT PLATED 0.036- (mV,) _ _..A9r• Went STUD GALVANIZED STEEL .3344C. 'W "MIA"" Mn. ,r LONG 81.1. �, �EFI A: TI(Vl L - .378Y 38.6.875*0 - -. A _-A - _ _ _ I 1 z *., * . * FLORIDA BUILDING CODE NN h Veiocl Hurrkone Zonal ! .oas 7 �. _ PLATED NUT MAC NICKEL -' iD�CE OF PAIEl �i-"$ - $T� * . ,{� 1nm6 nnI,1I, tic. 20 GAGE GALVANIZED STEEL STORM PANEL or F.R Q KEY HOLE AGE:• - - » S r' GLOBAL PROTECTION PRODUCTS. LLC. �`"E"" - 2.0T0'- - 3FAT AT PANEL 11 - I_i LTE C O INC. Am %. 51 STPW 6Mc ® 2'X7'Xt �4' KTERIMTNRY. USE WING MR W/OUT Q"Y/ -j�'^ f� A OMAr. R =I' 20-r7B Al 11611NI IA1 ANGLE HIOHHORRH4C WP61ER V/ ADDRIOwI ,4- m s a - AAIm,A w NN. H,pNC (NqM,-75.5, FAA: (604NM-Sn7 �- -- ^- - (rG m_HY1 • 7/6'IN3/3r WER (STANLLSS G-OW6719 - M ,w WIMO w SIFII. OR NlGItn Palm STEED. L 9TAL/9rAATURE/GTE am" A TNJT i., PL D-9 Qr 2 OF 24 INSTALLATION DETAILS FOR REGULAR PANELS Q 4t CIA END CLOSURES DEMS FOR INSMIATION IN POURED CONCRETE• INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CIE BLOD( OR WOW GIK-N DR FEMALE �. % „ YAUD FOR (BAR. UF'E SAFE(Y AND E-Z HANG StOR1A PMEL SY5iEt11 -PMEUATE `.`\ �(> PWS 0R CF YA-AsDIESCHEDULE _; _ US OR o HEOAL ON Sim 9 A 9) LEES a THROUGH 9) - t••-I•'�Mln -. -jI it ri mAapyagyWWUAW." tr ^ 4•.M9A____ -MSOI�aHav'HPaW,WY- Yam•OOMC7EIE1 I1 I/�j2V11mIMfD. +'-� ED 1` V ITTiI'aW-I•0 etc lir WWM .i nW O - SHE•-MN.I-.�"'®1I -' arm. A.PIeI 0E.D; \ 1 Iant�mm ,r nc L-�✓s© V I } 1 �! EXISTING POURED_ i I r , Rya'.._ Y,1- «Aav 2' I,rM' tm AW,NHrrF 1 -1 _ - --/ IO O 1 I 1 11 CONCRETE BLOCK I 1 q) 6 r _- A EOUM- 1 i I 1 y (PLAN) 1 i 1 1 C� A (PLAN'. �a® �'. . I ....� W,uaH 1 I 1 L--.---- - --.--' - -- -' _ SCALE 3/16.1• v+W- 1: r..A x [[ !! �� I 4'Y-2r,' ILi IyH 1 1 ME-") 1 LIC([9e�W�VW(•^- 1 •�+ � Wt i .-3�,rr pAWWy-..1 MpnglH or I NAL I I I 11t .Fr{ I ='VICK E I Sj W. A,f1'Tnar ALE WOInuE I 'y I'-ra w. s"�vAwWln, I 5 ,tH•.M' - /� ';0 • , y 1- MO"A. WD"'OTVw6iTp U i fi 01/,Q 1 O A®am lJ'- ��g1I I tD aA91 i i I 1 Q r. r. alw �torr ,m Maur %� 1 I 1 ,rW�yr�• I ,rM,"n - J l nK M'1 ... 1 p I r,VW qI a 1 �/ - _ �� 3 Wr9a'L'"�'"M liiH"R,'i[ i , 1 3 I = ., 1 1--� 79C ///--- i r v4 _ r "� N i tw.. NW IWAW t miW DOSING POURED E D � I I mi Wr'°°° ,KNW .CONCRETE ®-- /� C (ELAN) (`.ASSCALE CONCRETE ac M�DGIA 3/16-1-SE EXISTING POLOW EQ. i CASED (PLAN) ' .� SC.AI.E 3/16.,' --- -'-- i I CONCRETE BLOCK11 j I REQUIRED. /: 1/2' --gt ' 4' - _H4NIIit Pu�"'LP, sft ll n.•.Pr ArHrIW '`.Orc� :oI" _ .' W.%II/WYJ/.W .ac+PR. wrrCAN[-MOF P+AMELINR %-------1 :S/4•Wi WW 0.t PWCW■fWma, gl�tW.WMapAK Ii�WWa, � '4 p.POWKPMW,IPLMS I . -- ..• \ `. 0O TIWP-06P lbNtlYTE A,IOHNDaS O `1• V`- IW.R HWM IOUs NW NNrIMt fWv6(SE . _ _ - SCI RULES ON m S1YE0NL OM 64 srEE73 6 A 9) BEETS a THNAD,NH 9) ` IJW �� -TARO r SHALE 3/8.I• SCALE 3/6-1' _4'"L Pp"pDM,pD. " Wp - W.�-, 1 - won ,MP .`Wi° W 0`MA `AMA _6DE of EXISTING W E.O. W EDGE DISTANCE OPINNING NLM' 1' WOE , vAPoE$ . 1/8' -_ t O, '"I""I Ir °',NW (D ® _ TICK ALUM TUBE ON 11 K {SEE SCHEDULE ON - . -NETS � / P.T. WOOD PLATE SPACER - .f- SHEETS 8 8t 9) -- SCALE 3/16.1- " �/7�) VARIES I- I � NEW 1' WIDE x . 1/8' ALIAM. TUBE OR I' A VARIES I NOTE FOE( (bM�NATION OF SECTIONS: H , PBETMaD WT PLATEBE /,, i TOP & BOTTOM MOURfnNGS CAN BE � GAAru1E AaY,O6 I C0486+ED IN ANY WAY TO sun ANY CASE E (PLAN) W •' T. (SEE =E. ON INSTALLATION. SCALE 3/16-1- �11 SHU13 6 THHRO CK 1) / CWM. Ap. I + /�Ea n r/t(il"4w t ,_ten i___ CONCRETE°01�mo —y WK MWm, wW1K W r. ��'• E •'• P� FLORIDA @UII.DING CODE Ni Ysloe NufSIDOM Zone (a ItGfpAE 1 , r Un. 14r �'UP" 10 R Om TUEco Wn 20 GAGE GALVANIZED STEEL SIM PANEL � . ,l.AIM° W 4 N 3( uo,. REQUIRED o<ocK �ti HW— W" NO M 167 1• _ n, >`► ACTION X-X s * j * s WALE 3/8-1- S -" - BAL PROTECTION PRODUCTS. I1.C. am ° DETAIL FOR SPACERS REOUMIR" �;. s TEo�= - IL ECOINe. ' - 4" &W. 41 STREET s'Off•'• RIOT` a c01lMNY MME FL A314 4t Y. IM. t . 1W. WArAM -AWWa H 1MW PHNG (66A)PWW-75H6. FAR,. EWH)g9-m7 20-1 76 BOTTOM TRACKS ADJAC BANDS SS/ .AL K-- °'" I on --- itplEJb9E w W- sr .I MIAW,O NI 1WW1ER A 14MT R. PL eW A1-w - N, WREN 5 OI b M0DUC r YV Al U ANION REWRT NO. 20-0T27 02 2 2.2, TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123,01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, Signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed and sealed by Jerry Jacicfano, P.E. as per ASTM E-8. 3 STRUCTURAL ENGINEERING G�CULATIONS• 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 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. T111it, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1609,12 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. ��ti�'A1, r1- — g=��'�1LCENSF'�� � - : Teo.=4 i 67 / - . STATE OF O,F. FCORIDP ''�rK' ''"AI S'910NAL �. hIARA+FN1111111N%%% PRODUCT EVALUATION REPORT NO. 20-012 - 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, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF 7.1. Shall be strictly in compiiancewlth 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. TIM, 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. 44167), President of Tiltsoo, Inc. (Florida CA-0006719). WATILL D:A TILTECO ADMON RECORDS I P. E. REPORT.20 GALVANIZED STEEL STORM PANEL \ DRING IF 20-1751 R 1/4. 2/4, 3/4, 4/4. 5/5, 7/5, 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6W/11 k 7W/11 3• VAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a A 9 r LAX_ �._. __ __ -1• MN. - FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 -- - ----1• MN. I I O O 0 A D.M..(�.O•®+®r -I --- T--r -r--T T r-- - I--- -r --r-�--"-- - _ -r -; I--T- -r-r'-r--1- r N �(�; T�­11 -i -i [ l I E l i --L 1-I_ i._ �_ 1,.1__1 Ll I I _ _ _ _-1 .. _ ._1 9 ( -? T - _ TT I -T-. - . --T . T - �I,-firII I A a-1{, I I I I _ _.___-__ I I ( BOLTED PANELS W/ 1/4W-20.1- 1 UNBOLTED PANELS 1 , 111 BOLA /I x 3/JAL ;1 (SECTIONS AS ; I ? I 1 WING/UT5 iVERLAP (SEECiIDNS i APPLICABLE) E) 1 1. t1__ - i _1 i_. J_ . -' __ _I. _L_ _ _ _; , -_ - - . __� r i, T 1 r - - � �� I t T I l I' E I Y i I i I I ! I I I ! I D.M.. 4+ �- I ) ') i i i ®.&O - i- o [— 0 0 0+�' 0 o a a -, 4+6 4 6Dr -- I. MI - 4oi., 1/4. 2/4, 3/4. 4/4, 5/5, 7/5, - V MIN -- iW/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6W/11 a 7W/11 -- -- --... ANCHORS. FOR CONCRETE FOR WOOD SEE E SD4ONS ULE SHEETS 8N SHEETS 10 & 1 A 9 - __.. - REGULAR STORM PANELS nI do f ELEVATION N.T.S. 2.67' 1/4• Mex. GAP (MN OVERLAP -1 WHOLE MLLEY) 3 " 1/4• of MAX. GAP .`T(,%.A:.,.,, 7. •'•.. � ® `-- . EN FLORIDA BUILDING CODE h Veloe Nu cone Zone) a]0]0 T.Mo. W. ,P. :. i 44161_ L, 20 DOGE GALVANIZED STEEL STORM PANEL DNw 9: * SECTION A -A * * R/M/- N.T.S. i ATE -- ;. -I IL E C O INe, GLOBAL PROTECTION PRODUCTS, LLC. Mn may'' .W2I Sr. 61 s11Ev t7 DR\TA' ' • - TWL^ A coM►Arr °'AWL FL �14 20-176 - - r AHA - WweM a M,W F'' •. wNle (w)•99-79w, FAIL (96.) iN ITS • -r Rp--WW F-:OWW-- • •/0A°F WA99GHs G 00°91H r h,Ah NN NI]FR A 1611T r.. P.0 ,>w - MM6f S M 'M ILI INSTALLATION INTOEXISTINGEXISTING OR NY 'tECa pE DETAILS FOR REGULAR PANELSCI� & dA BLOCK STRUCTURES SOCK POURED CONCRETE OR CONCRETE CONCRETE BIACI BLOCK "AF! D OR REQUIRED CM/CRE7E REOVRED IX '-g ANc+HO. SOEDUf DIM �11pICTE ( ONE E8L EON CONCRETE ANCHM I : _- Tm SC19,T)D) M SHEET 9) SNEI 9) SHEET 9) ' 1C=- —ALE E \ - as ED. cv E.D. \ c� 1 "-l0RRRVAIM R, I 1 '~M�lI'""'LWFX 10 -' i--. W 1 i,l4Y-XO.t' 17MH 3/37 MRM • LWAI - I , - -' �3jA d i I I,/F'F-9G,t' I>h A HUT • low 1 9 Wfo -2 � .. - _) I it/. -A- '- 1 n W/ HUT III, ' . _ G{ I 83 1 Iowim, I. ! 1W9G 1ALBAP 5 1 IOVDIM, i - - r - _ _ .' rW r --- - N I rP{ R - 1 91 I 1 r I 1 _yWtM/ 90� 1 - I \/�� OF 'L' 1 DSINp_I MA- --1 Or TNT• VAX C6Nf ;i MAX . OF 1' 7/6iA2/5M' 1 - I - JJ''�1VV LV ET&* W 12 . E� '/ E.D. I � I/r QC , � . 1, _ _ I I . -i .__ t . IM9I. Aw ) T .11 I I i 1_ T 11 I :;; 1 4'4-2013/4- S.S. BOLT WING NUt 1C ___ -- _ ,_ 1 w/12/18/2 O.G A .I. r,OICREE ANCHORS STAOIND" CONCRETE ANCHORS L (SEE (SEES 9 � ON ' , R/ S/UD (Ski SCHEDULE ON -.. (SEE SCHEDULE ON SHEET 9) sHm 9) I ONCRM OR I. 1� OR ...PO N2R ACQUIRED LG .----E REDUlEDLL°d[ LEOWM DIRECT AN SCALE 3/8-t• SCALE 3/5-1• scALt 31MI:A.. E.O. -EDGE DISTANCENOTE FOR COMBINATION OF SELT10N5: (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY To SUn ANY INSTALLATION. _.. - _ _ ,4_ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9_._ FONT W'000 SEE SECTIONS OM SHEET 12 - _ - 3 MOx. 2.8r 3 MILK, 1' !" (Mk 06UL-P -1 WIRE MIlEY) 1. 9. 16 WIA WM 1 t -I D.Y. M W" - �.:!; 'i -.' 1 I Ili I -��. _ _ I 1 _ -I- I rilI�. a11A1�f 1, .. L 1 .­i --I-- '. 4 - -`-. ---I,l' ----`----- --. -� o . 1 i �. ;'-,, --`-�::I -' - 7r!'�: 3Ar WMc Mrt a ewHi _ ,11 I, _- S O 1 H,.l- OWL4M , 'e ' e - 1 AyY �yQ .--II:-!! 3 Y 0 - I . . .I I 1 _ I - a 1' € I 'I. I MAx EEI bt I I I 1 I. II. I 1 -3' Mex. " Min. - D.Y..0-6 MIq/0 1' Yin. - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SWEET 9- - FOR WOOD SEE SECTIONS ON SHEET 12 - REGULAR STORM PANELS n k Q EL.EVATKLN SCN.E 3/32'-4 1/A• MAX. GAP 2.67- .. _ (104 OVERAP� 1 VW VALLEY) _ _. _ --.L ___._ _-__-_,__-._t.._y. _. - -- - (10 MAX SE�ONAA(Tn. ) SCALE 3/32--1' tI (ll a) C- I_ _ U N L- O -0 L- c Q ca � _ .� }, U N � Cll C Cll � -0 Cli U 0 -L cn C O 0 � CO U o 4­0 Ca LL p ICU > -in -0 E a) o f'— � -0 R -� � � � Q 0! E Z Z W J C, C - d a`J 0 i` o � C, M CL m N (DLa � o L c oM C\J Y - ^0` W ILL - .a.i r^T�, W ? ; IJ C Q 3 > ` (-L iU Q-0 a a Mf O O -t ' U r !- - o W �^a I) _� CIO LL U) CL CL a) C- =3 -0 M I- CL U a) " I) ca L W W = ME Z Z Q J IZ SHEET NO. SH 1.0 ME SECTORS,,. 6 A . a ARE,. ONmTIE ■D >QAe2i WSA AE w , COMP , • f ---� ONODASESECURED �, ),/MCA \E` l \ j 2 I i ( R ' I , 1 I 1 I Iro oLs,•D atAa I 1 I I 1 ®� I i ac. 1 i I --11/t• dsN�7 ra SaO. I 1 1 ' I 1 1 I I I I I n I 1 1 1 / I -_L I 1 ) I 1 ,NTUIm wAoert .mlAl® U 1 --T I 1 I C==- (�6oRmNE�• � ON WEtlss•q ' = . I. WALL AND FLOOR MOUNTING INSTALLATION FOR LDO r'�"P°'P�i1R"�[ Wpm. _ SPLIT PANELS ' Ne,G P•I- r e TER. • N - AANOETE ANDAORs A foeAutE a X (nti ti THAN Sam - - e/ rofT NaL"'-'• i __ t _ ,•- Yrd..�'-.- -7-I--T-rF--T-r-=-----`- { ;: 2 4,_r L�x17n'. I,.0 San• NNZ voETln,oRCRACROTE a Wan \ ..ra iMtii .zno+/•- ARM. ED. - X ELEVATIO SALE 1/4• - 1' 4�m, ae • miID r I,a[D EOq B /6 M'NG ] T µl- -nA W ,66110E 1 Y.211/ANSLUI - \� Mu.. NIaE r- I A r Y� (IY manow) ELEVATION SAVE ,/<'-, UNIX, r DETAIL 2 rRl a sue (•A rONFIm+) MULLION SCHEDULE I SNIT"AAf) V -r Ar. M a ARExruE RDYA rcrOte ,. 1 A. Wm • sP v FAR Aso DEs+InI PIILssua[ RATwc - Af6YlMLT(Mii MYIDfS,ON SSINLL oR[N,FD SECTION / MALLE STOPoI WALE 3/8-1- NOTE: MULLION CAN ALSO ♦K INSTALLED W/o STORM PANELS ON TOP OR BOTTOM SO THAT IT 6 LOCATED AT TIP OR BOTTOM OF OPENING (ONE PANEL OPENING w/ TUBE TOP • BOrT01) MW. MULLION SPAN (FQ ' REQUIRED Mn. TUBE MULUON - a C-6• 2' . 3• . 1/8' Y . 1• . , 4• 1 I I z I ® ® -I--� ,�, -�^•. raua nw • (t6><,wAN solmlAc) 1 SPLIT STORM PANEL ELEVATION SECTION 1 / Y-Y �Nn 000 SCALE 1/r-,• scEE t/e`-r FLORIDA BUILDING INSTALLATION DETAILS FOR REGULAR PANELS J) INTO EXISTING WOOD STRUCTURES - --- -- t Ati HA •roc - - io �i .m•�Nmc�� Rrrm aoa - -- • ���� ��r�• ,:�A mR • r 04 • ./A� Ww •r,r •rat - _ 't'Ferri FmD MIOOI �'(..,• �•� 41,,-yy � = v I` TAe'Or,IIo •.m'I'f(Iil - !`� , 'URIi Aa."a wm�•' - - ..-. 'pRI1'P'IATi„. t'r'Lt w F '. Y/ '..i Anr.l 4 Ai aAirrR. LAIR 'o10iO'i" SK Re'Or � I i A' , .Peo RUAo r rnW1 tT A• i I •r'oe .[e.O 1 � 1 I Nrr 3 I 1.r ym Dee i ; � I.■■yt r.•ar . ROR i id I F eIs I 1 � � F WtlA. 1 � rfQt i T L9J`---+��FFF •Y ' � F AWa t WALL MOUNITHiNG I INSTALLATION - ALTERMATIVE 3W � I ( 'A.AA`�'.�,rl't I SALE 1/4' - 1- Y „A•vr t i r� •em , i rw m om o Nrr rlala - BUILD -OUT MOUNTING ROAI•o of Fear • r ... - - _.. INSTALLATION - ALTERNATIVE 1 W ,AP - -- _ _ u Nrilx s nArt SCALE: 1/4' - 1' CEILING A FLOOR MOUNTING WALL t FLOOR MOUNTING WALL MOUNTING INSTALLATION - ALTERNATIVE LAMA INSTALLATIONS - ALTERNATIVE SW MOUNTING1- (SECTION AT TOP IS UMME) TO +55.5-67.0 WAX. SCALE 1/4• - 1- INSTALLATION - ALTERNATIVE 2W AS.D. DESIGN PRESSURE RATING) SCALE- 1/4- - 1• S(]EE 1/4- - I- p � rr imm w urlra r rRs, wro F -Ty - Ai Dune agy FLOOR MOUNTING INSTALLATION - SECTION 4AW NOTES: J A. TI NNY44• SALE 1/4- - 1' llis 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS �1yA•••••C�/l✓SS '':'P UP TO +55.5, -72.0 CST. AND PANEL'S LENGTH UP TO B'-8'. _��' )CENS � FLORIDA BUILDING CODE (Nigh Velocity Nu cons Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN __ PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. No. 4167 ' nrzm nc. 20 GAGE GALVANIZED STEEL STORY PANEL CAROL 6r * 07/"/f0f0 NOTE FOR COMBINATION OF SECTIONS: ---� ST CIF ; ' GLOBAL PROTECTION PRODUCTS. LLC. " I L E C O $''. I N O. AMC S.R. S, STREET 'mayor'•. FL RIO*. �?�7-✓ Twr A�nNs k D+os rnvun °°AL n RELIT' 'G� TOP dI BOTTOM MOUNTINGS CAN BE 20-176 ,, AE• • a. r ar r,A1.• f•ma n AHr wD,E: (01+)ef1-7s4a rAK (pA)lef-en) COMBINED IN ANY WAY TO SUIT ANY I$' ' • /-•-_ ti9,gSN� INSTALLATION. „ NLER- SUVWONt>W�E rAlTd A"O Rt�., YF ra Y FLORIDA 4N/q Sw 10 of M MAXIMUM A.S.D. DESIGN MAXIMUM (ANE)O ONLY MR PRESSURE RATING .s.f.) AND CORRESPONDING PANEL LENGTH 'L" SCHEDULE ! INSTALLATIDnS AS PER SECTIONS 1 TRRI 10. ON SCM 4. S A 6) MAXIMUM A.S.D. • WLTLD r/ I/oP-xaT Ss YS • rMMR AT MOW 0 YOLDM OF Med DESIGN PRESSURE RATING (R.s.fa AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID O/tY FOR PANELS IDk Q INSTALLATIONS AS PER SECTC/S I THRU 7. ON SHEETS 4 A 5) 1NA111111N1 3.• ' •.9 ��CENSL FLORIDA BUILDING CODE (High VelocityHu cons Zone) • N0. 4167 i °}m011T0°' Nc 20 GAGE GALVANIZED STEEL STORM PANELA F> 1 TSi OF PROTECTION PRODUCTS, U.C. o�n F p " - -> T /•GLOBAL E.• o INc. aAre .(� 1••Y.FS •G'a T"aw 4em S.. SI - iy a Ife•Nee-a1) 20-176 "• S/0 L �• ! 'ANNNFN A_ s w.w wma n PHONE: (W),0".F.: ••- OAN . h D6R r-rrt L. S[KISOMTwIf/Mrz MP NN.T �"TY',SN.. P.L v W _ . 0, NI - _ Olmf , « M MAXIMUM ASEA Of �PRWtlRE {{-FR.nt���Aii Y... lO1GTN WrM1N SEPARA710M (yIIL R ) ro IRASS ppNAAIREp DDIIDnIGN NlUd6IL gClgt6i /.e10 V ITEM «SS.a Y-S' OR LESS 1 ,/Y UTAOLTID t TMAU 5 k ) .ss.s -nA »•_s• ro a•-e• 1N.. x ]/.' UIlalED + nelu s r ] .56.0, -n0 >r-e' TO 11'-]' Y.a. ] ,n' ' eOLT�DonlOm { .wu, -Sao IY-•• OR uss ] ,/]• ' eal�olcM a s • +o 11AAARlY AS.O. DESIGN PR[S9AE MTNO (PA.I j IIAWIJY IIAPFI6 7wfs10 /p1 ED, - ] tn' •• Nfl' WIINM/TKIN i IDif.TN 1PNKL a< THEM PPCON O TAP-CR. fNR-N n616N11E FLl1NE O NNQ1Nn RU8 ro c01AfYErz � 10 COIKR[T[ rAa�OE'I[ f0 oarRaErz mBL•aa''�'C TE m ceacR6.E covmn ro CONCRETE o� WA NIA e• N/A r N/A I• WA 1 (TOP) I e• s• N/A N/A 6- r e• r e' M/A N/A N/A e- N/A e• M/A 6• N/A 7 (,�) I r N/A N/A M/A e' MIA S' N/A 3• N/A x (9D,Ty, «SS.S. -n.0 e' N/A N/A M/A 6' N/A t• N/A 6' MIA ] f 1 (TOP) ]'-S' CO LESS � l�5 e' S. N/A M/A e' r 6• e ] (BOTTOM) r N/A N/A N/A e• N/A r N/A e• N/A ] �> MIA N/A Iz 1n' a+/•' a ,n' a ,N- 6 1/•' a I/P a t/•' a t/4• y (���) SEE 9[os 10 • „ /OP AN0106 TYPE a STIGMA FOR I•SGW1Alr6 sIm e000 nN1E BIIR0110. 1MeAr ANU011 YACMS AND IMAM EDGE INSTANCE ARE .OrA1ED ON /la t0[DUIL fTM CD. LESS 11M11 N01Fi11ED OM lb1�1u R lPICJD M YNIIRYNO SPACrO S,OrM ON 9C.EDWE Bi THE FOL1Ae.D FACTORS. i011 IMPS OPaD10N ro e< POSSIBLE W[DUCED swab OBTAINED LB•O FACTOR sNMl Nor � LESS r,1w IANWY wAa40 ANOGRD FAR LACK ANCHOR ,YP[ AT ANC1,0116 uAvo. TNGMI O DI-wf• GUP4N ,01PQ ••rr iA.Fa IN•rW PU 1 A , ] ] , +n A In � +n � to AORTIC to R wE0 FRI.'16R - �, ,/4• ID.. s/.• LONG @MW BUA W/ INSTALLATION "'• S' Y` 5' "/t• me DETAILS FOR REGULAR PANELS n & IIAI PAND. L 9 I PNEL urns Ir ro 5'-0'ANC 1/4• o.c. le INTO EXISTING WOOD STRUCTURES POR HL W ro e'-8' Yr. DN /,•-IO " umTE rM1ELANTE FEMALE 0 a PMNELIMrz PLUS • i] t/}• a C. PATH I In• Mt, nwmm N� PCM[1'Iy17oN ro Nf.10fi NUR ALL urns UP - ':. �: ' - I,N' t/•//Y121I0 90TOiPI6�• r OA. - ' I ' I F'aWwG R000 IbNR. L I EI : 4 ,• r� i 1 A _ I/ •�Ep y� Pan 9 I Mrt e A• COCA E0; I ED - I --. - -- OP EDi EOI n EU1 / Elk - I L- i I I :IDWN[9 ( - Rom HUODt e101� R11'm�' 1 ' 11 ALTERNATIVE I ALTERNATIVE 2W I SALE 3/e.,• SCALE 3/8-1• i YE Bc,ruX6E t I SEE SCHECUU ON SHEET 6 1 - - FOR AM, SEPARATION ON SHEET e FOR All'. I %' ro GLASILSEPI ) i TO CLASS I ro awss I I i •'eI'Yx' t7 o.c r O' _ ED - in EQI r EQ ED, I E01 i 2" / Eol I l 401eED 1/•• LID.. S/r LANE aRAm BUSIOR W/ 1/eA-"a- SS Y.S. e 6 I/e of �•I/.n riNL eh r/ 1 /1y .•`M NUf • r O.0 ... ROOD NA,c I,EGNAIm _ FOR PANEL LLIOTE V ro 5'-0• Ar 6 ! ,/e O.C. FDR LORT16 TIP ro r• 6• Mr. -4 r-„L 2 OR 114-IQ PANLLINrz FEIMLE 0 OR PANDNATE PLUS a 1x 1/2. 0. c Wn,r + I/.•. 1K RVEAR • r COCA r/ ALTERNATIVE 3W n' wn T wveED PEE7RA OM AT THOLAnm P)1(ir4MM ALTERNATIVE 4W MDNOM OF E26T10 R000 PLATE FOR 2.•' RATE :. • YD.OIM a w[. R[DL.4Eo SCALE 3/8-t' SCALE 3/e-1' ALL LEMGIHS w ro r-r ur. ALT�R[�A��yE WOOD �'gAyE DIRECT A CON31�1 HS & ANCHOR ONS NOTE SHUTTER TRACKS NOT SHosN cuwarr SCALE 3/8-1' SALE 3/8-1 YlIIS: 1111\IIIIINI/III eM1NQ. A. TI((/jwAyI.yIN, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS ��'• •' "'��w UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B' ?�P;' JrvENSF � FLORIDA BUILDING CODE (High Velocity FILL con• Zone) 2• FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN _ NO. 16 •; °°0'01LT= Atc' 20 GAGE GALVANIZED " PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. i ,• •1E STEEL STORM PANELMORAL •Y NOTE FOR cDMBtNATTDN tx SECT oAlc - i o . S1 OF `e. '-. •., i I L E C O INC. GLOBAL PROTECTION PRODUCTS, I.L.C. mnenNo NTE. y FL p a w of 4•m S.B. 51 START OAK. IL w14 TOP &BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY yti, F • y SSj • A E ( �'NIN o e mAAOOArNo C0IPANY m D ul.ea R. n.w t... lAi An-tm . 1>q m-tw flApC (w)Lw-nAe, ru: (Pe4)a6�'n) ram+ 20-176 PMIOD - INSTALLATION. S MN1R L. 9FAl/ROMn6E/DATE G-om6Tl6 YrLTEI1 ANWT A., PL NP ,1-w I 71OT „ Ar „ MAXIMUM A.S.D. DESIGN PRESSURE RATING (�) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS M A d& INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS(D* OINSTALLATIONS AS PER SECTIONS I TIM 10, ON SHEETS 4. 5 • 6) ANCHOR N1NNA1111TINNlI : . 4P • VCENgF r✓� FLORIDA BUILDING CODE (Nigh VelocityHurricane Zone ;` No. eSIT: 4167 '. : o7mo nTEm. AMC. 20 GAGE GALVANIZED STEEL STORY PANEL oFP TN_ GLOBAL PROTECTION PRODUCTS, I.I.C. 0/ No S... 61 STREET ,, s''••. nun' t COMPANY OMIE. FL =14 ,.Ww ItiR .... noE: (WHIR-701e, FAA. (f6.)00-6m wr .PAR 20-176 'ejNIIII L STALJ'bO1MT16r,/MTE .a-Nr ti . no An-,r1 CA-Om67tf .AirA rEla A lellT Jr.ut.. PE »-IRA - ORM6WMC w: WAQi 1 a s 1AAMIIIUY YAXMIY ANODIBL S/'Af.Nle rdl E.D. - S 1/E' •• AW.D. DESIGN TAPC011 R TAP -OW CALK-w wNnMATE FTAtNE W PANFLIMTE PLUS SAID SET APPLICABLE ro SECTOMs / • III,WIIUI/ OANEL PRESSURE Mllr m ro ro ro ro ro ro ,wr DDYANATaM CERTAIN i• (n.) SEE SIRTS t0. 11 AND t2 FOR AMU016 TYPE a SPACING FOR NS7AW11K,N4 NFD W000 FTWI[ BND•R MINIMUM ANCHOR SPACIDW AND Ire11UY EDGE DISTANCE ARE NOTATED ON THIS SCKOVIE. FOR ED. u55 THAN elOK1TED ON SCHEDULE REDUCE ANG10R SPACING 6Y MATNLY/D SPACING S1ow11 ON SCHEDULE B1' THE FOI1fle1NG FACTORS. FOR TAPS 0►ONT,ON ro K POSSIBLE. REDUCED SPACING OBMeED USIA' 'ACTOR SHALL NOT eE 1F55 THAN MMWIW SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LECGO. t/1•P i/a•6 tp•. I//•• t/1•• tp•. ANCHOR t17� TMCOM d W-ARP mmwm �'� ONA-N Ra1D-!i Len ANOaI sAoq On) S ] •r. rNANa IcaR.r A) ] ] ] ] A 1 ,n AaLIL m� Naop r A e T o R So o.0 ]• +m tm - +m u - A, INSTALLATION - Ih10 PANEWATE PLUS 1//' O.C. W/ 1 T/r INTO DETAILS FOR REGULAR PANELS(I EXISTING WOOD STRUCTURES - , "I� 14-10 PMIFIINTE PLUW a 1//{' O.C. w/ I 7/8' - A C1�4 _ t{-10 PNIELMATE PLUS II i 6 1/6' O.C. W/ , 7n1- T1f1FADE0 PENETRATON m I E%Snr WOOD HEADER TNREA6tD PENETRATION m EXISTING WOOD HEADER w000 N p(R THREADED PENETRATION ro �I r R ECKAR EILISTRM• WOOD HEADER 'l l - ' � Z. ; ' NON snA • WOOD OOFI STD • 2. C ynC • 2- WOOD HEADER 0 REfXIWFJ� - - 1eI+ PEO(A6FEADER D0 - Min. W, Q 9Ol0NL III SEE? EE SCHEDULE ON I SEE SafDUIE ON NA 't" FDR 61wTON TIED. PANEL LEt4G1M /IY-1RNr LS. (WEE NOTE 1) Me.. PANEL ,/•'•-zar a9. (MATT TIT To CLASS, LF]461H 1 Yo'. PANEL LENGTH NOTE t) I t/.•�mPt• s.s ! (SEE NorE ,) YS r/ >/e'I • ILL../ )/r• • � � Mi M/ )/r. • L _ �\ r 0Y9.N 'y.'. f n'ERY OIF.nnAP '. •1 .� I SORE soR Sol; OF MA)'I OF L• wAR CON,. ® WlN Mn ;, _. 1s}2m ' ty/]r `-' ' Nlr • ( (- -..7.rroio Wrt2tra:NaN �/i6'Prs I MIN sRA . IQ EQ._ • 12 1n• OC. tYD M11N • E{O 12. 11'r � 1 1 _.. N 1 LAG ` - - � r Wsanj 01 / 2 2'N' WOOD PLATE i _ I! 2-.4• WOOD_ PLATE It-,o PANeLNNTE Plus /'� �I, ' �RIy 2•.4• W000 PLATE Yw. nmEMfD - - REWIRED - --� / / / REQUIRED 611'O.C. M 1 78' I Cam. REQUIRED IMSOWVH OF AT YOWOM OF RATE TIN[AOED PETIETRAION • AND WIDTH OF PLATE _ I 1/a'e LAG Sg1EW5 0 _-..0 D.C. STAGGERED w/ - .. ,Pfll7WtMTION DIRECT IA,AIM _. _. - AT MOWIOTH OF PLATE DIRECT NO BALE 3/8-1'Np 0' WALL. G INSTALLATION DIRECT MOUNT NG INSTALLATION no=; WHALE 3/8-1• SALE 3/8-1• I. INSTALLATIONS FOR ALTERNATIVES 5W. 9W k LOW ONLY VALID FOR 8UILDHN:S WITH /LS.D. DESIGN LOADS UP TO +43.8. -48.0 p...1. ANDPAN AN WA .•• 2. FOR ECS LENGTH UP TO 12*-4'NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN N4'P��" •'l✓,0 •: PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ' JCEN$E• ` s FLORIDA BUILDING CODE (Nigh VelocityNurr[cane Zone) NOTE FOR COMBINATION OF SECTIONS: = NO. 41 - - : * = e]am n,ECO..t 20 GAGE GALVANIZED STEEL STORY PANEL fD. OPNRN w * '• TOP 8 BOTTOM MOUNTINGS CAN BE - S -•`•!,-- - '"• i5�0 GLOBAL PROTECTION PRODUCTS, U.C. 87/s/m» COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. •. FL / - IL E C O ENS. 4100 S... SI snw yt< RIO�r. A"• �+ZO�.? tRUT rdTRw k ENa� eoINPANr IMM1. n U311 M I.A R. r ARE aRra 0. ANr PRNIL (.64)af-]sa. FAA (a470r-Nf7 20-176 Si N Al + 'hb)NI I/NMA1 L SFIL/ENWx7UeFJ6An - r P•R r1-tre ti •T m-„o, A-mos),S nrNR Ritim A IIWI Jr.. PE - MINIMAL w FLORIDA7 WQi ,! N M �P O O L N Ca }. U N Q O O C co U OL CIS .O � C >� Q) O CIS LL O .N O Co O L C .� � Q CV C14 �I N � O M Q N C x a % L� (O 70 Q) a Q � ( U Q L y L) Q LL -0 ¢ (O u E q O p '>� 62LU CONCRETE ANCHOR's COIIpRTE ANCHORS FOR CONOKrz ANCHOR: SEE SCHMU ON NOW It: (SEE SGEDVL[ oN (SEE SCIER" ON FOK 1100D SCrEW SEE SECTION ON SHEET t! I, Z IW LOCATION LOCATION ,.) �Y- / /Is 1 1 8 ALTERNATE 8 1 1 1 8 ALTERNATEON 8 1 INSTALLATION DETAILS FOR OPTION f 1 FOR LIFE SAFETY STORM PANEL SYSTEM J FOLW(D CONCRETE ` -i 'I r,. 1/4. 2/4. 2/I/4, 3/4 a 4/4 1, 2 A 1W 15 _ `a: wllaL �., - - -- ,'-o ,/Y __ AT END PANG AT END PANEL '/;"• 1�'G W31E•S •'' COCA "' INTO EXISTING WOOD STRUCTURES -_\ .Soo' ;_zs0• - ,.250• •" EVERY ov , /x Mn. nwFAOm PE7[Tana+ r bmAe+c . - V POURED CONCRETE - - )-- -- ).. _-. - (12 1/2. 0. C.) tI� ro TN1XJ0 ,EAo01 dd I 11{I i TO IgID PANEL Cn REDIIRED \tdit 5,,- W. (CASE I); - -- T - - '- - -- - - +4-^1�11 \ I c•AL .. - � <. , I _., - : - - - 1. STUDS (12 I ( Mn. (CAST 0 . ( 0 1 � R, I W � D a � r ' ) i ••t-. SCHEDULE , - rea, SCHEDULE f[,=,I 1 i(00 � � l 1 ( 1 iMOtlOMi-1 1 fARMS*(Nfll PIMEl) 1 �Do R I m HOLD PANEL I i T• i I i .. •�. i z _ , RECOIL 1p a UMI,ARI'lIOM I� TO CLASUMA'ATIONS SS P, I - - - - P�}/ / r - E iw MI)r i EY[IIY d ='iYNMf]3• I O ( 1• (Mrs) -'( `---'} aT , Stuo • ,] ,/x• ac. STUD a 12 1/2'rYOA. 1 1 ti 1 1 --IIEo -Eq I IWn'� s(TIRE 9 - Nrs 1. i 1 __.. - -_ _._ - __ ✓.. 1 I ® stMR sip OR '/4• SCAEDIAE /1 SCIIE0IAF It �]•, MTERIOR PANEL END PANEL A pE B '/{ stINEn1AE al solmulE 171 - INTERKN! PANEL END PANEL S WtaLrEn I / ED, ED (sR acT. ,/�4j� To �e ,z ,/] ac. ]• ml (CAM 11) To 0)i a In o.c. _.. _. _ J.. . _ i. ,- 3 _ FOR Yro. FOR MO.. - - cu ( OQ. 1/N) r I _ _ --. - ----.-.- - - - -- - DR DIRECT MOUNT 59AC16r SPACING -3-- SPACING n 3• SEE I 1 l (A 1F)RNrz PANELS) ON SPACING -J Mn - -3 Mn.rOOD HEADER O AT ) I a DETAIL 1 :WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALATION (APPLICABLE TO SCHEDULE 2) - K� (BET IX7Aas ,/,. (IL1oMTE LOCATION SCALE 3/19 - 1• SCJLLE- 3/Ie' - )• w11G Mlt/ i ��� • �1•) STUD • u 1 oc I i I I I I •(WEE oEws"s7i, ,. ►AAXIMUM A.S.D. DESIGN PRESSURE RATING s.f.` AND MAXIMUM A S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING' ALTERNATIVE 1 ALTERNATIVE 2 (L�) I •:/,.) JI! (n• ) _ /eftl' YN:MIE P0a a � MAXIMUM PANEL LENGTH P. SCHEDULE n en W/ WPRD"nB Q BL«K WALL CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 8 FOR (Nn) (Su ro • u 1/2' OX REQURED r r - rAPaI Orr r m eRCT'IbS T k ] INDICATED FOR tFr ..-F,.- oRu PAu• � or tp.) - ,+- I I /4. 2/4, W4 3/4 OR 4/4 ' ), z'a w/Is 1, z e( 1w/I5 INSTALLATIONS INTO CONCRETE d( CONCRETE BLOCK STRUCTURES sYsro1 oN SMELT ,3,. I I _ OF LIFE _ ALTERNATE LOGTK)N YA,RRr win. 1100N N.. vw4(KLOmt, SEE SW 14 1. _-) ON LIFE SAFETY PANEL L. SCNLUL j 1,: (M We - ' • P"'R"(NEJMgN6 (!Q eEti1)OIW) �m "W OAPaS Y 1' I 1 W/No LIFE AREA _ W/O RE REGULAR TRACKS��_- -_ LOCATION(SEE�LO"mw) ( VET PANEL (n TO %INSTALLED AS PWCSSLAR mt m ro ro m m ColNS 0ION MAXIM 7PA I EO' _ r C L.. REG" PANELS W/ OR SAFETY PANEL --I SRXY WOWY ASA. SUMMATION CONCRETE CONCRETE LDW 'I� R LP-W CAIK-IIN PAMDIMTE /EIM1E 0 AME11WiE no A PuCA9 E TO •ma -nA .-e 2 ]/.• ulratm ro GRASS, ro ro m ro I ED CONCRETE ANCHORS ,, 11R SAFFfv PANEL OPFJIUIG SMALL MT.D A.I. 4ACK CONdkLTE BIDCk COXCREIE MOCK COIOREiE BLtO LOCK NCRETE CONCRT[ BLDOI DE TNn E01 (' OR SiAIOPTION #1 FOR ALWAYS 8E PR01AOE0 W/ REM NAIOIE I/MY AA,CN011 SPACINGS; Ar MIrIW EDGE 06rAAOE ARE R+OrwrzD ON TIY SnEDNL rot OR (SEE SC/EDLAE OM - / EDGE 6 9R f1EET 16 FW NIGORS TYPE k SPKTIID FOR 13EN1ATDN5 Mp WOOD PMI( g1EAID. SKET +•) POURED CONCRETE WL CONOKION) m FACl1FATE wBFN.lAT01l 8 NRENDm B• N/A N/A N/A 6• N/A r N/A 8• NIA 1 k 2 (TOP) EL. ILSS MYI mCATN Ar SCHEDULE E REDUCE ANCHOR ylfj4 WF ALAWLY.AG SP/Cw0 EO{.oloom EO c•i1 REOUeED ,E AMC10R5 PANEL (1) IA OF STRUCTURE ALLED � eL1Nam Ft10Y IN9DC 55.0, -)2.0 9' 7' 9' 9' 9' 9' 9• 9' 9' 9• 1 (BOTTOM) 5'-0. OR LESS GROWN ON SCHEDULE IN THE rOUOWM FACTORS. FOR THIS OPOIATION m IS POSSIBLE, ' i I CON•_ (SES SCTIEDI6E ON- 1 RYDU ID SPACING OBTAINED USSR FACTOR SMALL NOT 9E LESS THAN IMRIY 9wCNG SHEET 14) -{A ` ELEVATION 6' N/A N/A N/A 6• N/A 6• N/A 6• N/A T A 2 (TOP) ROW`N'TED FOR 6KN ANCHOR TAPE 'V N1L1gM u000. - 4 N� �rz t - I. .000 PATE O .55.0 -72.0 5'-0' TO V-6' REOUA ED WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SALE 3/32•-1' 9 5• 9• a• 9' 7 1/2 9' 9' 9' 9' 1 (BQTTOY) ,/LAY /P• I/r. Ile. 1/4•. SECTION i SCALE: 3/e- - I- - SECTION 2 SATE: 3/8' . 1 ©®� t • 1 • ,/4' Ib . 6- N/A N/A N/A 8' N/A 6 N/A 6 N/A A 2 (TOP) tA•OWI v REP O! PA eLwft AA6 I _ Eo INE0DARK MOO 7Y1[ i rI/e Ib• IMP +55.0 -72.0 7--e• TO 8•-b' GM 9• 4' 9' a' 9' -6 e' 6• 6' a• I (BOTTOM) Aev Ales svNAM pA) ] a ] ] Lin { ({Qjy� i. •YrirNeP ON d ] a A ] 1. OF SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST DR LAST PANEL) , - -- ILA-4 "'' DL) "n 3 1/2 fi) �- ALTERNATIVE 3 ALTERNATIVE 4 GR AS AN INTERIOR PANEL. (ANY PANEL LOCATION N BETWEEN ENO PANELS). 8 AST w101OR PANELS B (ALiWNrt LApTp1 AaK O OBi ISaBn 118.70R YN TF - ra LIFE SAFETY PANELS ANY OR MAY NOT BE INSTALLED ADJACENT TO RECUM PANELS ••A ti Al Er rNI) SCHFnr,LE 6 I QII W/_BOOR YOL.=. CON_L�- AT BOTTOM W/ E.D. - ! 1/2' • + _ - REMAINED 1/�. � � a / , I/x' . V, (W/ OR W/O REGULAR TRACKS.) SEE NmE T) 1MaA N AS.a fAnD •SAY IRA. rOl ,GP d /TROD CASE I MA • S' l n PAP R M" APPLICABLE TO t 4•A-20Y S.S. U.S.a e• o.c. aCU 2 LIFE SAFETY STOR PANEL CONSISTS OF 0.039• GALVANIZED STEEL STORY PANEL AS SECTION B-8 yAp00N sErnoNs / k MAXIIAIM PANEL - - _ r _ - ,m-- 1m - - m - .i -- 114 20 PAMELAMTE FOMIL 0 ON ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS W U6 GN i_ PER cowPONENT SHEET 2 Oi DRAWING. -IN - ) p1NA11M11 I --- - - - - WALE 3/32--I• •R� ,p GOIABINAITO LENGTH i' (R. INIp - PAtREAMTE PLUS •roc • 1 tn' D C�jAJ A'Ir - - Im m / 1104b 3/e• - I• THIS PANEL ALLOMS ITSELF TO BE REMOnED OR INSTALLED FROM THE INSIDE OF RAERD • i/.1 OF THEM N.(N` Q A. TI TIRNAUD PENETRATION ro e>6SIFO Rom NN \�'i� .... / PLATE Mm RMRR TACK NOT YDWN `OR CIAN)Y STRUCTURE. .49.2 -Its J• J• 4 1/2• a t 2 2 (BOTTOM) T-6` R LESS �' �• •"' ✓ NINE""""'RII / SNP:'' JcEN�r'''fs WALL MOUNTING INSTALLATION ,/11NINN J. LIFE SAFETY P REWREW TOP TRACK TO BE COMPONENT �k BOTTOM TRACK ro Na A NIL(/ +s2.e -66.0 3• J' a• .• 2 (BOTTOM) r-e• oa LESS1P p, TIL(/p 6y. BE COMPONE1jr As PER SHEET 2 OF THIS DRWWNG. aN,`(`Q`,. �......!✓,y i No. 44167 =1 ALTERNATIVE 1W d*`��•••.••••.•• ✓ W COMPONENT (Q7 Y 6E INSTALLED WALL OR noR MOUNTED FOLLOWING SECTIONS , k �.: +55Q -n.o 2 I/2• 2 T/Y A• 3 1/2' 2 (BOTTOM) 7'-6• OR I.ESW - �Q•.• ,`GEMS ••� .� 2 ON THIS SHEET. AS WELL AS DETAILS I A 2 ON SHEET 14.GENSF % * 3 BDNC 1/r - ,• V F .Ss.o -n.o 2 1/2' 2 ,/2 N/A H/A 2 (BOTTOM) Y-6' TO e'-0' i *t ° _ i FLORIDA BUILDING CODE HI h Voice Hurricane Zone FLORIDA BUILDING CODE(High Velocity Hurricane Zone - FLORIDA BUILDING CODE (Nigh Velocity Nu Gone Zone 4. win. LENGTH FOR COYPONEM ®IS 15'. _ j - v ND. Max ANCHOR SPACING FOR COMPONENT �ANCIIORAGE At BOTTOM IS COVEN ON = *: * ;� DARK, sF. -'yy0 •. LORIO •. V� Ogee, IS,^ EIOgS *'•, ST OF ?� �,,, w. Z Max A tLS t t 2. SHEET t{. NO• °�° n�• eKL 20 GAGE GALVANIZED STEEL STORY PANEL F" +55.0 -n.o N/A N/A 3' J' 2 (eOTrow) T-6' to e'-e' 1}'�j• : �tAl o]om n1DGa s_ 20 CAGE CALVA16ZE0 STEEL SNOTTY PANEL rP ezoxo nmo. PAC ry SCHEDUCOMPORLES ®SHY BE PERMANENT OR REMOVABLE - .q, - F ' 20 GAGE GALVANIZED STEEL STORY PAMEL �c _.A, LLC, su. -n.0 PAN AND PANEL'S LE11CiN w ro e'-B'. Z -,y A `, c-' - m/snmR S - m/s/n2e 1. wsNJATKNS ARE ONLY VALID MR BURD94S WITH ASO x$CN LADS tP TO L R\ \. _ - GLOBAL PROTECTION PRODUCTS, LLC. pOC a� -_;� GLOBAL PROTECTION PROD - -"`-, 5. WEE DETAILS FOR INSTALLATION INTO wooD FRAME BUILDINGS ON SHEET ,s- PRODUCTS, U.C.LLC. GLOBAL PROTECTION PRO + ',�`• F 0 .. -- -- oR IL ECO•»H«NA.M•)►'1 IL EC01Nc. o' of ••. LAIR IL S+ 14 / AeWM Sr, et STREET I L E C O INo. /'"� AO' a COMPANY ONE- FL S,U14 2 FOR MEW 2, W/ FRAIL COISTRI�C1OF .55 O MEMBERS TO !E SOUTHERN . F e� Aem S.W. s, STREET 8, SEE SHEET A FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALlATON OF �'., FS ' u, •'�' FL ]S,1' PRE ft. ], W sPEc.c DE716nY of Dss OR EQUAL H,, SJj' ' ALA' •r K' •'� 7E�nM0 t Ei1BWRB[b10 eo1MAMY OY•C 2 ]]s,. ., S ONA� a r IAeoa n 01r PNOE (n,)Ae/-)s.e TARE (wXRR DEN 20-176 ( AIe r a aRei n Aar Pan (»41ei-Tsy ru <w)•N EFIn 20-176 / R r a ram. R,ma n sr.. not <ts4kee Tsy Kw: DMHH.-.m 20-17fi Q SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BRAIDS. SIN IIIN W11 "•� : (¢) r'o-i'-D�Ooe~� PIT/ .n-tan �i alRlRa w ( F.... Pi at�titi pi n,-tot a ey 111 i PL. YAL/9rMr,llE/DArz WETIM A I" Nt TC Y N-tY - _ r !QI 1S M A PL ,IAL/T+oNNtltc/IMTE RACIER A TIN JI.. � y +l-tu - 1 AIR'r OW 36 Illl IIIIN• PL. MAL/SIBNAmR[/ n .•N- � l>i CA-GOOAtNm• 6n-,6a ,SLR •u i - - a•.wa No-. J rFLO A n A Jr., 7 Y,T•tY r1Rr is a 1, SHEET N0. SH 1.1 11 11! 11,WIA I I III I I 1 -1 1 1 1 - --------_._-ANCHORS (SEE SECTIONS ON SHEETS 17. Ia. 19 111 20) - 3: MAX. 7. -/17. wia, U/17 45/17, Book. 3• MAX. I• MIN. $W/lt, 7AW/I a "W/ID nw/l� Jewill a M/20 I: YN. =77�7 0 O _0 O --- 0 PAIL 4OAAAR LIFE -.OIL A SOLIS W/7/n 3/32- one KAW WA9Ut a OADULA" 4� ---------- - ---- - ---------- 6' oolV�vft WrT D.M.A&-441 rC WIRU"tNee POIL y. 3A/17 411/17. SAlillit, s1y17. 48/17. sivil, 3- MAX. 7AW119 A AW120 EXTERIOR WO/iS. 79WISS III MN/20•I" MIN. I MIN. -ANCHORS (SEE SECTIONS ON SHEETS 17. 16. 19 It 20)-- QPTION #2 FOR LIFE SAFETY STORM PANELQ ELEVATION semi 3/16*. 1* Tato 2" 1"a Wum 0 Lff S14FM pffly" L SECTION A -A SCALE 3/16--l- MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) GLASS CONDITION RATING (p.s.f.) (SEE SECTIONS)TO +55.0, -72.0 8*-8" 2 3/4- UNBOLTED V MAX PANEL LENGTH (SEC SCHEDULE) POURED CONCRETE ON CONCRETE BLOCK REQUIRED UD• 11.4' TAPCON ANCHORS 6 11" O.C_ IR INSTALLATION DETAILS FOR OPTION &2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 4 14,. D.C. TAPCON ANCHORS 1,14' TAPCON ANCHORS Y4* TAPOON A404M 9, D.C. r ac POURED CONCRIM, POURED G�Ozymf�KTLPOLM OR OONCRIETE OR CONC OR CDWC� BLOCK REQUIRED jr-[1 BLOCK REDLJOED BLOCK REQUIRED 1/4 11/4- Hen He GLASS x OU'l Un 6 t7tN.i.a' Ea.* 'ILL 1/2' "7 VC! /4S.S, N.S./ /a V;t�� WIND MR WASHER 44:t-32,W 0� '32�4*&S. M.S, W/ /a•WING NUT WASHER me Tit 1/2- O.C. (BEYOND) 7/8's 3/32' WING NUT -1 -=-12(- WIND WASWR * 12 1/2. O.C.III (BEYOND) TAPOON A"CW`S _,W4' TAPCON ANCHORS TAPOON ANCHORS __4lIr oc 4 1/2' OC (STAGGERED W/ STD) 4 1/2- D.C. (STAOCEIRIED W/ STUD) 0 4 1/2" D.C. ___POUR[D CONCRETE ?OURED CONCRETE -_-_POURED CONCRETE PDURIN) CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK . --REDURED it EOUM WALL WOUIETIONS NG INSTALLATION REGUIRED WALL lilgjj�LLATION REQUIRED WALL 611OUNTING IbMALL&IM WALL 6101�1 I ATION 0 LAR P SCALE 314r-l' 0 LIFE SAFETY PANEL SCALE 3/8--1 - A�IEIL 0 SCALE 3/8'-1' Un SAFETY SCALE 3/8-- 1 - PANEL WELT if m 20 MTYPE A rfmSEE SPACTIRANCORS INStALA" UM OM AKOVOR FIMIAEMMR sullam Mt$*AM ANDHOR S-AMM AM � EDGE DWANCE ARE 141)"IED ON SCHEDULE MR Lb UISL TWA 8=10 ON SDIEDULE REDUCE ANOWN SPACING BY Tftvm 9PACING SHOWN ON sCM[DULE 3 ASIMIL LB, 40K NOW rmm IT THE FOLLOWING FACTOR& me Ins OPENAT44 TO SE POSML REDUCED • JS SPACING OBTAINED USING FACTOR SMALL KIM K LM THIN NU.SPACMp NUMTED MR 04H *ICHOR TYPE ON tHIS SCHEDULE j1r 5E-11-iil INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES IZ4- TAPCON ANCHORS 1/4- TAPDON ANCHORS 0 1' DIG. a9, O.C. POURED CONCRETE POURED OR CONCRETE BLOCK OR cow"MMcK KOUMED 1 REQUIRED w /::10'0 PANELMATE PLUS W/ . 3/32- *04 NUT WASHER0 6, 1/4* OC eDUNEO CONCRETE OR CONCRETE BLOCK REQUIRED WALL bilOUNTING INSTALLATION SECTION 5A 0 REGULAR PANEL SCALE 3/8*-1" SEE SWEt If At 20 MR ANICHM FOE Aliamn TIVIE SPAONO FOR INSTALLATIONS INTO WOOD Woman Br ow DUJ Fit" BUROM mm6m ANCHOR 9%0= AM .", WINE DWANX ARE MADICAIM ON THIS *U;�7 SO4MULE FOR ED U35 I" INDICATED SCHEDULE REDUCE ANCHOR IWACING IN TPLISC SFAC" 240 ON SCHEDULE mm:= vi IRA= BY THE FMAMM FACIllm FOR THIS OPERATION TO K REDUCED Lam SPACING a@"= Lam FASMALL MyT K LEIS THAN MNAM SPACING NOCCED FOR EACH ANCHOR TIPS ON life 9CHEDUll r ,me I.pD me I.pD Ea.. • CD a- E,D 0 0 PAMELMATE PLUS W/ . 3/32* WING RUT WASHER (BEYOND) ._POURED CONCRETE OR CONCRETE BLOCK REQUIRED SCALE 3/8'-1' Hurricane "o > 0 CL Cl 0 L_ 0 Co -0 0 6 ICU 0 M -= to = 0 0 5- q 0 (5 ICU 0 0 M LL. D E CZ 0 ca- C/) CD INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8-1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE LO PAND-MATE PLUS INTO CONCRETE -7I ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE, BLOCK SMALL BE 1 1/4- DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, 11.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8- CALK -IN ANCHORS SMALL BE IS 7/8- 0 CONCRETE. MR A WIND SPEED AS REGUIRED BY THE JURISDICTION WHERE THESE SHU"ERS WILL BE INSTALLED AND NO EMBEDMENT KID ANY FINISH MATERIAL SMALL BE PERMITTED. INT -IS A14D SHALL NOT EXCEED TIME MAJILLIUm (A.S.D.) 1/4* 0-20 SS SIDEVALK BOLTS USED SHALL BE LONG ENDuGH(SHOULD ANY FINISH MATERIAL EXIST) To wow WADER FOR A DRECTIONALITY FACTOR Kd O�85, USING ASCE 7 DESIGN PRESSURE RATINGS INDIGUED ON SHEETS 25 & 26. •IWO A IN ORDER TO VERIFY THE ADM CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 ENGAGE 3/4 NCHORS. a r ox 14-o TAPCON 0 6- D.C. W41*01 TAPCOR 4 TAPCON I T• O C = - Met. OC ED 0 /i;;,hnN. rq� /2 THREADED f SMALL SE Fl REDUCED TO A.S.D. DESIGN WIND LOADS By MULTIPLYING THEM BY 0.8 IN ORDER TO > 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL AM HEADER TO COMPARE THESE W/ MAX, (A.S.0) DES" PRESSURE RATINGS INDICATED ON SHEETS 25 111 26. ANCHORS SHALL BE LONG D40LIGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE AT *=a PENETRATION AT WOOD HE HEADER WADER HEADER HEADER SMIALL SEE AS MENTIONED IN 8.9 AND IN 6.2). 0 A IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE 41 Am"I M I Mob /2 S NO WOOD HAS KIEN I. 1/2' /4' 94 ALLOWABLE STRESS FOR WIND LOADS WAS RM USED IN THOR ANALYSIS. FASTENER SPAC TO 1/4 1 �/4 M.. , ILI W.. IN DETERMINED $1 ACCORDANCE WITH N.O.S. 2015. (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 2. , IIo.Id- 2' j�. STORM PAN 'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 94S BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. 2" X 2' WOOD HEADER WOOD ul. REOURED REOUIRED THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 1 2032, AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IJ. TA5-202 AND TAS-203. IS TO BE ATTACH TO INSURE PROM ANCHORAGE. THIS SHUTTER % ONLY BE ATTACHED TO . BLOCK VILL ACHED CONCRETE LrMlj INSIDE W/O THE USE o G FROM THE INSIDE OF OF A LADDER OR LIFT. THIS APPLICATION IS AUDI VIHIE -0 1 nKUCTURE. 12. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SMUM COMPONENT EDGES WHICH REMAIN IN CONTINUOUS M 0 M EXISFING EXISTING "I'VAUKU CONTACT WITH THE BUILDING TO PREVENT W##D/RAiN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL M QuAlle v QLAIll TO CLASS LENGTH, 6 -0 L* M.. GLASS Taff so"U" cm (SEE 504DAE PERFORMED FROM THE INSIDE Or STRUCTURE C 3. SERIES 1000 INSTALLATION IS APPUCA13LE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REGUMO 70 BE L* M.. CLASS PANEL LENGTH SHUT 10) PANEL LvlCTH smai If) SWILT 19) STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDINC AND ZONING (SEE NOTE I BELOW) 'L, Me. (SEE NOTE I BELOW) 'L, M_ REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. PANEL LENGTH PANEL LENGTH 'L, M­ OL43LE WHEN (SEE Hall I KLOW) TO OLASS EXISTING (SEE HOT I BELOW) am 4. SERIES 2000 INSTALLATION 25 APPLICABLE TO SINGUE AND 0 HUNG AND HORIZONTAL SLOERS STYLE WINDOWS 4 -C GIAI� PANEL LENGTH PANEL LENGTH 14 ATRIUM WINDOWS AND DOORS. W. E - 2 HAW STORM PANEL SySTE)e IS PRIM M43M C: ITEMS nar samauu: INSTALLATION IS ROOLARED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. Mn Cout smon" OW SWIT 15) ON ILHEET 19) (SEE NOTE I BELOW) yev-zhl- -a `Nw 16) &S KLS = NOTE I BELOW) S's. ws. W/• S.S. MLS w/ 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED By THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE 1 7/a. wm NUT E 7/6-0 3/32*1 A 3 32. WHO NUT 7/8. 3/32' S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 31 -H14 INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E_D, ONG NVT < (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURG SE AND INSTAL 05 ALLOY MA -LATION INCLUDING LIFE SAFETY, OF 7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL DUALITY STEEL. ASTM A-653 GRADE 50 Min., GALVANIZED STEEL P E.0- PROVIDED 0 M 1/4-f TAPCON It THIS PRODUCT BASED ON THIS HE/SHE DOES NOT DEVIATE FROM THE COMMONS DETAILED ON a- O.C. W/I 1/2* ` �.. DESIGNATION W/Fy- 58.5 Ka (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SrTE IS THE CONTRACTOR'S RESPONSIFTImUry. W. THREADED PEIKETRATION AT S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL R AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 50018 W/ 50 lei YIELD STRENGTH AND 90 kli TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3,3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLOP" REGISTERED ENGINEER OR ARCHITECT wMmCm WILL C: C) G 9. DOLTS TO BE ASTIR A-307 GALVANIZED STEEL OR AM 304 SERIES STAINLESS STEEL. WITH 36 lei MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER II l_I-II USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P-E.D. ENGINEER. SMALL 10. ANCHORS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS M LED R REVREN, > G (A) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF ED, q� RECORD THAT PREPARED Ft �/4'0.TAPCON ANCHORS AS MANUFACTURED BY ITW. BLALDEX. INC, (Mlk t`­3192 p-i.) 6 CALK t ED, /4 • X 7/5 -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. f'­3000 p.m CONT I/4*0­20k3/4^S.S. M.S. W/ U.S. W/ EQ. to 0 0 0 cw, 7/0-ft3/32- WHO MIT 014- PANELMATE FEMALE III Im PANELMILTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. TO. STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL I ✓"IMING NUR W" '­3350 P..J.) 0 12 /2' D.C. UT !!.T (BEYOND) L (I 3/32 3/32- 7/11`0.3/32- WING NUT ACCORDANCE WITH SECTION 1709.9-3 OF FLORIDA BUILDING CODE. ONE LABEL Slou BE PLACED FOR EVERY ZPENING, 0 12 1/2. O.C.OWASHER (BEYOND) LABELING TO COMPLY WITH SECTION 17D9.9 2 OF THE FLORIDA BUILDING CODE. 0 6, D.C. 1/4-* TAPCON 0 Ir O.C. 0 v O.C. sys"o 3/32, WM NUT 2'%4' WOOD PLATE A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE I AND 2- FOR PANELjAATE 0 jlj ("AGOBtM */ STUO) STUD) MooeT. 2.4' WON P R I ?/8'o 313r WING NUF FL =T;)n T"READED OF PLATE MQUIRED WASHER 0 6 /A- O.C. REOURIED WASHER IS (BEYOND) FEMALE ID & PANELMATE PLUS. > 4_ TOrAT THREADED meweTH WOOD PLATE PLATE i OF PLATE A2) MINIMUM EMBEDMENT OF 1/4*0 X 7/8' CALX-JN ANCHORS 94AU BE IS 7/6- INTO CONCRETE. NO EMBEDMENT INTO OF PLATE #14-10 PANELMATE, 1/�� #14-10 PANELMATE 0­20 55 SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERL EXIST) To ENGAGE 3/4' 1;g;,V PLATE Aig;,Noo PLATE *NS ANY FINISH MATERIA1. SMALL BE PERMITTED. WALL MOUNTING INSTALLATKNJ WALL bMNTING INSTALLATION *.6 1 "40 C UL 4 MOC, A"% 1/4• AL CAW O REGULAR PANEL AT MlDW&_H OF PLATE AT MIDWOTH OF PLATE INTO ANCHORS. WALL MOUNTING INSTALILATION WALL IMOUNT11% IMSTAILIATIM AM SCALE 3/6--1- &MVWCANIEL A_ MAIM SAW A-3) IN CASE THAT PRECAST SIOWL PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE DUSTING WALL OR WALL MOUNTING I TI FLOOR. ANCHORS SMALL BE LOW, ENOUGH TO REACH THE WAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL SCALE 311r- I KSTWA ON WALL MOUNTING INSTALLATION REGULAR PANIEL 0 1 ALTERHATM BAW PANEL ALTERMYM MW BE AS MENTINED IN A I) AND IN &2). SCALE 3/8--1- SCALE 3/8'- 1' 0 REGULAR PANEL 0 LIFE SAFETY PANEL (B) M EXIO?IG CONCRETE aLOL K No, 44167 SCALE 3/0--l- SCALE 3/8--1 /vKyCENS� % FLORIDA BUILDING CODE (High FLORIDA BUILDING CODE (High Velocity Hurricane Zone) FLORIDA BUILDING CODE (HIgh Velocity Hu Cans Zan*) 1, INSTALLATIONS AM ONLY VALID FOR BUILDINGS WITH A. D. DES -ON LOADS velocity Nuu come Zon - 1/4' o TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC UP TO +55.5. -72,0 PSF AND PA VS LENGTH LOP TO a'-$' NO.4 Kept, "Llm. 20 GAGE GALVAMZED F.P No z 20 GAGE GALVANIZED STEEL STORM PANEL 1 4 0 X 7 CALK-JN ANCHORS. AS MANUFACTURED BY DEWILY INC. (r-15DO PL"j.) PION' ".7m PQ F.P. 2 FOR NEW WOOD FRAME COMSTRUCTON� WOOD MEMBERS TO BE SOUTHERN STEEL STORM PANEL pumew We: ;*t - 20 GAGE GALVAWEV STEEL STORM PANEL I, INSTALLATIONS ARE ONLY VALID FOR BUQDNM Wilm A.S D, DESIGN LOADS almem - #14-10 PANELMATE FEMALE LD AND PAHEUAKTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION _A-C_ :_ - -1 _D - PRODUCTS (rm-2071 p.s.i.) PIKE MO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EDUAL 07/21/on UP TO .55.5. -72.0 PSF AND PANELS LENGTH Up TO 9 -8 w/w. U/n/� GLOBAL PROTECTION PRODUCTS, LAC. GLOBAL PROTECTION PRODUCTS, LLC. NAM GLOBAL PROTECTION PRODUCTS, Z� ECO, am I.I.C. - � Ti �7 2. FOR NEW WOOD FRAME CONSTRUCT04, WOOD MEMBERS TO BE SOUTHERN ONAL FL. M. aloo &W a, ITTIMEET AlOm ". 91 slow llw. 5 wow 0 %16� PIKE NO, 2. W1 SPECIFIC DlDwSFTY OF aSS OR EQUAL IeL Z-VUL, DmWL FL 3"1. •BAWL FL 31514 U.tm - - K. .1. P.ONL (W)�?Uk I- W.)N*-4m 20-176 COA)MR-,", .... .... I I AdOW (W)M-?Uk FAIL 20-176 ftod, (PM)®-nm w 20-176 'y amm- � ow-KH a" Oftemw ft ORWOK; ft -.1 - I - I - . i -WwK Ns Pl- lot W.,vowm/wor 'WILTER � "ILLY Jr.'JL . ! - Pl. sOL/wmWTvwL/OM - ! WKjam � ?&In J'.. ox wer, If or 25 2 : I TUNISIA Ug, 4 44147 1 A I - I - I wort 2, OF me COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS 3•/24 6 OR` -on - o"O") INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-l) V/24 I� 4'/24 an & Wait: 2 mmow) 3- M.. 2'/24 P V/24 P ro) NOTE 3 onow) AIM,• Sri Is EACH FOR comCftEFE AACHORS, SEE flD Min. r M­ PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK of wow" ON Tow FOR wm SCROW. - - IS., "41 15.196' (TOTAL WIDTH) 2.250' rs IYa SEE BECTIOVIL ON SWEET 26 2 IDWOULL 0. Sw 7 ODWONTE UCHIPS 4 IUCHUMOFW aw; spommut owsmaim 4 a- 12.500' (EFFECTIVE WIDTH) r-- -1 I I i i ! i I I I I F = .11 _\ . mANT ow ow 20 VA_�_.r• - 4 Cn CD II 4)- 7* I am v CWW I -Iiw I -T all"Oe 0100111) -VWR 2 HEMMED TYP AM A-03♦ Sa NVIE 2. 4 iii-mai72. 3. 4 INDOW SEE Hall OF N am 30 MoMMIN 3. T rw) O-W CALV, ALL I A 48.9 VOILTED PANELS W/ 4 F�, * 7, KILL CIO --- - ------------- �5• +1 1 111 3/w Ao, P. -1 --1 1 4FT1 e.250 2.470' D"All. Dea, t. IKIEWDO TIP } I IKIEWDO on UK. IN" i POD' DDID PMAI) 1"Illew �7: 2.1111- -- - -- --F-" -7-T- -1 11 60 X ;ALVAN= am EDGE 2.2" 7 60- Pi I vz. 1 1/2 3.500, .075, 2_500' .075, 22" - rt, � ra STORM PANEL 40 x -Ll Z -U- TRACK HII 11 JI I I ll;l I SOL • FANEIMATE (TP) ft WAW 26 ILIE SCHEDULE no MI, 'SEE NOTE 4 BELOW • 51"AmAnOW T REVERSED "him TRACK REVERSED scHommUL ve OO.CmEFL ANCHM SEE • mor 3. PANEL'S 040 LIP 7.w. UL TO OLM To QLAML j..-Uno TE LOT"a" aap•TV CASIL I v SCHEDULE ON SHOT ft Fall WOOD SMU� I. W/ HEMMED EDGE .23_0 SEE SECnOwS ON SHM 26 TO WARS. I I 60- 1 VAW OVERLAP VWXY OwOKAP I .8 f I om w/ OR TO BE I ALWAYS INSTALLED AT EACH VAST •PANEL (D TO BE VISIALLED AT EACH =.-..01 IFFBE W1 OK. SMAL, WAYS BE PROVIDED W/ WAIT MAHDIZ To %I. FE BIO 11 koalt, LVATION FOR S fre WAR HARE M FACILITATE InSIALLATION TYPICAL ELEVATION FOR i! I •T W WITNDED TO BE INVIALULD FROM NSOE OF STRUCTURE. E-Z HANG C - O� !21: E-Z RAN STORM PANEL INPUT OF STRUCTURE Rm PA N r, Ls %Ksly-s' I E m I ICMZ 413r - I* SONE 3/ar HEMMED, CAP 3 I I ME= t 1 0 11 -1/4' CAP /.- Na.. I 1/4' ftm� GAP -j- All 4A 7- 7j aw. CD ISOMETRIC VIEW DETAIL A _0 R END UP W1 MEMMED EDGE ROUNDED CORNER 0 ENDS OF PANEL'S 25-• er IV'- (3) W/ OR @ - IOrNATE LOCATION Ppummp SECTION A- SCAUE 3/3r I - TOME 3/3r SECTION A-R C (N T.S) .125' (1) DEFINITION E-3091-ME10: E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANELREaNm r.:- I L-2.000'--J S* M... TRACKS AT TOP & PANELMATE PLUS OR 15' LONG "AROAM wFly E - 7 WAKI STORM PANEL SYSTEM CONSISTING OF PANEL (jrAT BOTTOM W/ PANDILMATM (2), END PAWLS SMALL ALWAYS BE TO WALL. BY MEANS Of J* TRACK ED ED Cont. TRACKS Top * BOTTOM PANIELMATES CONNECTED AT END PANELS 2"W(Max.) ALUM, ANGLE (2) (ED PAWLS SMALL ALWAYS SE CONNECTED TO BOTTOM TRACK OTHOMSE A STOP BAR C�� Y If 'CHIMAE - I SMALL K PROVIDED AT TOP OF SUCH PANELS. SMALL BE C -0-20A3/4 .& W/ 7 (&C32 mHm_ YANG NUT OR 1/=4�(2W Mi.. THUMBSCREW INTO TAPPED EFT AS ow Twor n) 125' 6061-TB Alunn. (3). IF END PANELS ARE CONNECTED To BOTTOM TRACK. CONNECTION SMALL CONSIST OF DESCRIBED ON N 3) 1 ow). t T n j ALLOY ONG NUT OR IA/4"P%314' MIM, THUMBSCREW (3). WALL AN Ka-W esorm6o'M OF FASTENERS #PY BE AT EITHER OF TWO W 7r INTO TAPPED FOR CASES M404 END PANELS ARE USE JOINTLY W/ 15 LONG AT AT WALIL INST, MOM-YNTING InT END PANELS AM CONNECTED TO BOTTOM STOP BAR SECTION 1 0 SCALE 318-l' FLOOR TO CEILING MOUNTING INST, Butill-QUL-11119UH G INST, EXTERIOR FLAT FLANGES OF END PANEL NG I CIO ar SCALE 3/6-,' Imam (4). IN CASE Ir BE PROVIDED AT TOP Of - PANELS OF S 9 rS ONLY THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 0.0. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY Iw ALIM-1, SCALE 3 SCALE 316-l' USING S USED IZX AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK & Ta KIM MOUNTED TO EXISTING SILL WALL MEANS OF PANELMATES. ONE INTERIOR PANEL rsoupeam FOR SPECS MAY ON (3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOHI'LYT,= BOTTOM ATTACHING BOTTOM TRACK To WALL 10.0 Wl TWO PANELMA w Town. 0, AT no AS 13 'tfk A. A. AANUNINNN TO BOTTOM TRACK OCCUR AT ANY PANEL LOCATION SHOWN ON ELEVATION AND W/ CV12' TO Ae Min. EDGE MTV THIS IA%I",. PANEL Jo Es 4 BAD ,eooat pe S" * - _t .... Sa V (5). SEE SECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25 IECTIED NOT NEED CO,7 TO BY ANY MEANS. S741ED 21 50 'D EN THAT ADJACENT PANELS (19 LEFT & R04T SUCH a) HAVE 7 .055, (Typ.) THEIR OVERLAPS RETAINED BY 8 No. 44167 E N,✓NO. 44167 FLORIDA BUILDING CODE (High Velocity Hu can$ Zone). FLORIDA BUILDING CODE (NIVIT Velocity His cons Zons)l L-1- 0 FLORIDA BUILDING CODE (High VolOCIfy HU COne Zone), < IM0311 MI= wc.•TLYDOO. WK, .20211 INC. FP .750' --- rl. lCOMBINED N AM WAY To KIT . 3s ATEOF 20 GAGE GALvAN= STEEL STORM PANELPr•R No. 4 167 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN w. AN STATE OF 20 GAGE GALVANIZED STEEL STORM PANEL 3142 GLOBAL PROTECTION 11LIEC011111114c Amep &w. 5, 5TRw a/u/na STAI OF - Q:s GLOBAL PROTECTION PRODUCTS, LAC. W/u/m- DETAIL I GLOBAL PROTECTION PRODUCTS. LLC. z PRODUCTS, U.C. -of 11LIEC 0.11111c. 1/2* 1' VIEW MIT. MYE, WE: S.W. a, SIMEET S.W. 51 snw 3"W(Max.) ALUM, ANGLE STOP BAR I INA TIUUl Co. AM DOE. Fl. =I. mv FILLF, narea; a goommom am~ Mm� (UH DAWE. Fl. 33314 _xls P-OKE M • tw)mo-sm U. Km. Ameem. n, 20-176 LONG 1, 'J'Al im anemeament CAME. 1 3331. 20-176 ame.. - U. Wmeme, 20-176 1* __=M_v" afteem; OUR ­WW (We 50113 T5 Alum. ALLOY 1 - 1­ DeanneSS� "M-� . -t; 0101 ­_ U-OM7,9 CA-00010t 1 EH CA-0000719 ONNUIC ft _j PL. tWAa/96Tr,L•UEAYR%ALT" A ALLIff ... PJL . . i UALM . FUL, - FM9 � 1 1 emantawas mear In OF LK, d I., I 611E SHEET NO. SH 1.2 - , I _ - - - - 11 ■ 'RINI! I I Nip II 1 I ' I L 1 I 1 1 1'1 III II' I III t 1AXYUM AS-0. OEM"I i-7" MIN,. PAII�TH w N. IYM■IITO � M ro ♦66-0. 70. OR LESS 2 9/tt' I BOLTED • I 1'. 2'. 1'. "N 2`1 • 3w ♦06.0. -75.3 70' OR LESS 2 7/8' 1 e0L7ED 4' A 4- YFA9�T&11AW ~BOTTOM OF PANEL a WING AT OVERLAP A 40W OF PANEL LENGTH 1 I j'I I1iCP - / 2 t L NEDGE _. DLTAL A _,w , Il4 •i: .A7III 1 1 K•l.1- J • .,M: all •IF." p';,,11 •.�. -T- :NI N,, a -I. ,r4_m ;; = 1 , i•. ..l , _ 1.•. A1.• MAXIMUM AS.D. DESIGN MAXIMUM ANCHORS SPACING FOR E. IT . 3 1/2• - - AMICABLE To SECTIONS ANY GYINAIYCN OF rdU MAXIMUM PANEL LENGTH v (A) PRESSURE RATING .LJ. TAPCCNS CAX-Iii PADAMtt FEMALE O PARISI PLLn ro CGROR T ro CONCRETE BLOCK .'I[ ro GONdBLOCK BLOCK TO CONCRETE aL= 12• N/A 12' N/A 12' N/A 12• N/A V A 2- (TOP) 11• 3•* 10' 3' 5• 4. 3• 4• 1 (BOTTOM) Sam 2000 a 12- 3' W 5• e• 6• e' 6• 1' (BOTTOM) N/A N/A N/A N/A N/A N/A 12 1/2- IT' 2- (BOTTOM) 70. OR 66.D, -- . MI N/A 6 1/2- N/A 4 1/2' N/A 4 1/2' NIA 1 3- (TOP) LESS 12' N/A I 1 N/A 9 1/2' TO 9 1/2- N/A 3' (BOTTOM) 12• N/A 12' 1 N/A 12 N/A 12' N/A 4' (TOP) 12' 6' 12' 1 9 1/2' 12- it' 12' 11' 4' (BOTTOM) * UN IED TO 6L0 p.e.l. ALSO. DESIGN PRESSURE PAT■G. AFM 26 FOR ANCHORS TYPE W SPACING FOR INSTALLATO/6 MID WOOD SLO FNWIE BLILD910" WNHUM NO MINIMUM EDGE MINCEARE ■KJTm OR INS N LEI. MR D. LESS THIN INDICATED ON SCHEDULE REDUCE SPACING In MULUkVM SPAWG SHOWN wSCHEDULE W IME FOG FACTORS. FDA THIS ODIVITON TO MI M I O SPAONOBTAINED L'SG FACTOR SMALL FICT E LESS TWIN MINIMUM SPACING INDICATED aEACH MOM TYPE AT ANCHORSIEDERO. now 1YR _,/41 1/4'. PRic 1/4'e 1/4'. TArL01 fool 0 LW.LAIAT[ TRAM OMK-W WK, ACOI >t11CI19 0.J ] 3 3 2 ,/2 M eMTA.,A 4W11aW1, 0n3 ] ) J ] NL'e. �1r IMr On3 3 3 1/2 ] 1/7 4 A MCA JOK =M M tram _ .56 I.W I .0 3 , tm Im 1 J I + REOIAM Mo.. DISTANCE BETWEEN BOTTOM OF PANEL I AND (1) TO BE: ,/2- 1/2' NNW. I ++ REOUNRES YAK. INSTANCE BETWEEN BOTTOM OF PANEL I ND ® ATO BE 3/18' _ 3/76• -( M9.. FLORIDA BUILDING CODE CnLion►JcuTc cnR REGU AR LIFE SAFETY E-Z HANG STORM PANEL SYSTEMS 7 STORM - (SCALE 1/2-17- -15.125' (TOTAL WIDTH) - - - _ _ _ -. -. --- - ZA87•- -12.500' (EFFECTIVE Mm)- - _. -.. _ - - -.193• i -I-,.. Cl _ 6 , /4' (TRAP) - - - - (- .374=- - 1.3--...__ - 1.350 - \ 1150' too' 1681- +- .OB610 1:soD' . 1 . ;� 1 4 .068 h 3.37s• - r -i 002 YN DICK CXYWreZm STEEL ASHY A653 TIN. CHIDE 60 11■A1WUY '/' : 2.000' C-60 GKV. 46 EDGEED ,-50' EDGE EDGE 01 STORM PANEL - - - - - - - - L �_1�50•_- - - - - - - DETAa A PANELS SHALL BE INSTALLED ALWAYS FROM LEFT TO BIGHT W/ 1/2• LEG A ENO AT LEFT SIDE OF PANEL 06a• 1.671 \4 2.125- I- __ . J - -1 ol. 1 ._. 1. ,375' -trip.) 2.000'- --- -1 -2.387• -.. 2O H• H� ADER O NFRYCK PAWS DO LAP I Hamm EDGE. . :D.05' R •ANY ' LAX 133') _ *.270' ) IT N ?pp- . 1 Ib.250' 1 40T a.6. - - 2-521• -- J t__. • xa0- , - 2.250' - 1-1 ISOMET K VIEW DETAIL A 1,) _ I 1 ­2 -1 ROUNDED CORNER a ENDS OF PANEL'$ '0.S7 END UP W/ HEMMED EDGE. N - - m• •�-2378' - (TILTS) 2.500• 1 .091' 067• O KEY HOLE WASHER 3.750' .072' (TRAP.0 ) R p .�i_ 3,05-H154 ALUM. ALLOY 1 2.124•-..71 -. 1.250• 1 .375. O l����-12 Y i /Br X, i /i LLOM I• RA GIII I� r -.193• A I '-2.546'-- ---' t-118• O L -'J - 1.p50a (7)REV "H" HEADER ® "Ur HEADER _I - - - ) 1' YIN. TO 5' Ib.. -. ® SLREYE I* MAX. LENGTH a 10 O ANGLE N .374' ._ 3.DOD' -- - eo6 r-Te ALLOY AVAIA P A 7714 ,--. r- 200• 1., t ...., J11- .b58• - M 50' .470• ,275• MN.-'.- _ JCENy& .87" --a N 2.000'I- T- f -- - } t- L ,.,is• -- -.. sw� No.441E , .000 + 123• S}- ,•3, r--•L6N. a MN. e (- ( ) 2or W , ® - J --, -.050 - = STATE OF L I �; . 2.000'. I__ 1. -. L A. `SEE sErraNs -_ - - W. MIN• - %0 1(3Di i' Irl 1 , 1© BUILD -OUT "F" O4 BUILD -OUT "F' TRACK ib A ® WASHERED WINGNUT TRACK ANGLE (ZAMAC 3 ALLOY) PL srx,vm umE/LM7E TYR TOP EDGE Or PANEL .375- 2 N - PANEL _ 8 /_625 , ' _ . 0e27w _ 270"-FINERL_. �-._05, .3I � rN. BOTTOM - EDGE Of PANEL ,/4. -�.750- !L mo HALTED6-2aJ/4' - 125: t0 ANME e 6 1/4 - ' w • 12 1/2- D.C. (MAY K ftNvn o) eee• ,.500• --�c - Q SOLI , Lam,-,,.-.i.m- I (TYR.) © �i�fHj „TURD 0.024- (Min.) GALVANIZED SRII _, i - ' 0,375 q i# 0.250.0 L. © OR -1 2! ' ACALU © KEY HOLE AT PANEL - ram• - L ' W SEC SHEET 6 FOR ADDITIONAL LIMITATIONS E SEEK LENGTH S 1 F. - - 125' I ONLY W I D FOR PMALLATXM Nro (TRAP.) WOOD STRVLTlEES. 3.750' 2.00o' W nau•-. 1 .750- 250' I. J (TYP.) -- '2.000'.. - LJ I 11 "J" TRACK @ PANEL HANG0 . (1 1/4- WIDE) (USE ONLY FOR E-Z HANG STORM PANEL P x SYSTEM) 6063-T6 ALLAY. ALLOY . I FLORIDA BUILDING CODE (Mon )MON Velocity Hurricane Zone) INSTALLATION DETAILS FOR SERIES 2000 I 1000 E-Z HANG STORM PANEL M INTO EXISTING WOOD STRUCTURES - _ i/4•r uc SCREWS • 6' D.C. W/ ..`, 11 11 - 6'I I 1/2• Min THREADED Pl7ETRAMIN (3) MINA. 2-N- WOOD • 1/4'r LAC SCRM • 6. Oc W/ L r0 EXISTING WOOD MEADOW AEOURED 1/4•0 LAC SUM a 6. O.C. W/ 1 1 ' - THREADED TKN /2 KNLTnA MT Ca ON EDGE 1 FLAT rEX6nTT~1C THIKADED ro OUSTINO WOOD HEADER. 0 1 4 Cwl 114.1• S.Y.S. Ii • U END OF t 4'r-IO.J .' M.S { CPm. it-,• 5.M.S I 6 Cp,4 W/ T2' *INC y' I • U END - Q - eJ , Y r1�' Mn. NUT A 2 O.C. li "ell,Y, it Ibb { -1 t 4'r NAG SCREWS • 3' D.C. r 4 Cm 11a.,• SAS. - I111 1 aY- • Wn. I R 20.J/ ' TRUSS /2 THREADED PENCTYTgN Q �`, / � 1 DETAIL 1/N • ' 1 1. - fi/ /3Y m EXISTNG WOOD HADER.-I (SEE 1H1trEiC ,RKUST inDeim, .1 NONE to BELOA') n i1 L 7•_ I _ -_ i OF EVERY IT" ) (SEE DETAIL ,/2. e 4 COIN tl ■ppp HE�p�lI 3/16- ANmNmOWc,M. POP ANCT 111.,• 5Y.5. �IPEE ")�-BELOW, "'•-; S RE01N■ED ^" _.. I Rr'P a Ewer ® • EA ENO K ©.3 GwK II U91ERIDDD T OACFR 1 1 E (SEE DEAK 1/24 • 1 1 ,..{ L. NOTE IA BUM -_ -- _ t - - WOOD NLADEn IEOU PIED 2 9/15- Min. I / Y SCR■I W/A- 5 SEPARATION 1/a'r-20'y $ TO CLASS SEPARATION - I TI�• �3Y ." Wrt3e - 10 GUAR MS •/T/a W/37• , MNC 1A11 a y : WIN; NUT • HMI CVFAY oKAAP ^ u' D.C. t 2 7/6• Yn , 2 EVERY CVERIM � I N SFPNfATN)N I ,/4'r-20a3/a' TO GLASS ' 1 ♦ a-20.3 4' M) �9�CRFr W WNN /32/ I Y//aSCRE/N f tl III iQ NM I rlr+c�iUr . uJ SEPARATIONO LINT 6 ..i__.- _ i 'J 2 9/m, Wn /1. I 6 to GLASS. EVERY OVERLAP I EVERY OVERLAP 1- 11 I � n , I- --- - I P r g- i 3 ;Ms R� l j'r . r -'i5 i ". 7 N r i r I - 1 J �N I N. ' ��gg H r i Cry I */ 7/Irr.3 L I gg 3 I I �Ap -( ��4•R-p.3 P us. g 3 Cuv [ I M o - rWNc NUT 2f i - - r _ • 12' O C. 5 - i T _. 1_^_ I _ 4'I- / Y.S w/ 1/1-I PAN4AAR FEMALE O 6 \ - 1 Q, 2 � INIC_KI R PAVRW/E RIl° W/ L- O L 1 ♦ I . Cwd _ _�.- BE bN) 7/6 Min. THREADED M�4 �/-620.3�44'' Y�O -) f (QE NOTE IA - PENETR1r10Me II 1/7 GC _ I Py.. - ,• Min I.- NU, DR 1 . e_2G.3/4- t /4'I LAG SGR[WS • e• O.0 W ._ (2)) Y.4' , 4Y- T 11 //2' win THREADED PENETMI. • w000 PLATE REOVKEp _ 7//B 32 SN W/ .; 1.250 Nww ,A dl ) WdYOM OF PLANE AT SERIES moo OR --E BLL 1 4 P- 4• UT MT OR ON EOCE S2) 14-10 PA OAAIE PL S w( "I 6 1. P-7c.3/: o WI 7%a•w ]2' ( NOTE 1A BDo.) / Tjj((66 IRA. PEIEMAYOR a 17 •WALL NUT • 12. OC 1000 INSTALLATIONI i, /4•r LAD SCALPS 1 /LIRA °P'EI ' Mn. (2) i•.1• 1.. THRSCREEADED REK1M 1/OM ) Min THREADED FTNAMION *DOD PUTS REOLVM -2 11 . 'n• W02PUlE`REOLWKn • VOWiM OF PLATE MT OR ON EDGE ALTERNATIVE 2"W Min 2'.a• WOOD MT OR ON EDGE SCALE 1/4'. T' PLATE REO,INm FLAT PLATE "w A�ERNATIVF 1 NG SCALE 1/4•-1• 1 1- - FLOOR T�IO�1$CEEIELjI�NjGF�IMOUNTING m>TA 11 - ALTERNATIVE 4"w ,. NSTALLATON$ ARE OVLY VAUD FOR BUILDINGS WITH AS O. DEAN LOADS --" SCALE 1 4•-1- UP TO +66D. -75.3 Psi AND PANEL'S LENGTH UP TO 5'-AV a ,,.,MMMMIIIT'�,��1 TERN TM� A"W / AA 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEWM TO BE SOUTHERN ; �'`E'.. ... C,.. _ SCALE tl1 /1C•Gc i' PINE Mo. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOLAL P ••' '• ✓-'r'i.A _ �r Ise FLORIDA BUILDING CODE (High V•IOCH Hu cone Zone) t�Js * : No. SEE SPECIFICT�GMj� AD REOVWE3FN,S FOR Y Or 4TOPABW O AT A5 : * M. AITCO. INC. 20 GAGE GALVANIZED STEEL STORY PANEL fD n WELL AS PATEN (U CWKC,q iO TRACKS (2M p1 Al 9OLY6y. BISED OR wOM NFARCR _ 000 OR 2000 SIRES R6TAW71GN IF ON EET 2 REDSw S -C. '/1pf0 TOP H[An¢v wooD FR =9 ' STAF,MO--_ _ IL E C O ENe. LOBAL PROTECTION PRODUCTS. LLC. °'/MAIL Nwr FT• wMuw DF -P N e AI ♦ ACs'�,o' . F10//uuLIDO s... 6, IVI _T¢RI�T>,FE qA ,(CS,s.'��TINT ! E> �EIWNO ANY GM. R 3y]14V 3... R, r s. 0..06 F mr nOR. (9E.)--TY°, FAa: (96.)--.,SIT 20-) 76 LOP a eoTTOM CAN FR towNWD N ANv •b, /ON I Nr,.: M F„-Is! I-. ON, in-IUI Allllllll , INSTNOS WAY iD SLAT A3(Y NS7AIlAilON, C-,,,,19 pMA*■IC IMP: r 4KIM N NOTE SHUTTER TRACKSSCI SHOW FOR CLARtt IM.I< WELTER A TLVT J7.. Pt - 4., WIIQf 7e Via MAXIMUM A.S.D. DESIGN PRESSURE RATING .a fa AND C>3RREtPONDING 1/4. 3/4. 4/5, 5/5 A 6/5 MAXIMUM SINGLE N t ,� LENGTH rL" SCHEDULE ONLY FOR REGULAR STORM 2/4 1 W/6, 2W/6, 3W/7 A 4W/7 PANELS INSTALLATION INTO POURED COkCRETE, CONCRETE BLOCK k wQQD (t) _ I; iMAXnk 7- _. ITS 9. 1sa 4.11) ON i• SINGLE P M e(h IMKM3NM D SOME PAtl[Le n KSTRAM M AT EACH �,-� o O _ _. _.. e - -__ _ AT TDP OR BOTtOY DW WITH TRACKS 13=Q4) Q 0 QR D.M.. 2 3 4 , WITH TRACKS t� OR iB) LU dRECT YDUMTEO AT E4['H ENDe O O ( i ET, -1- .T - r - f -T _.. • - r - r T _ '. T .. T- -1- 7 - 7 -1- 1 - T _- _ I _ I _ - _. _ _. I _1 VA n MAXIMUM PANEL LENGTH "L+" OR 'L-" (ft.) 0 MAX&" AS.D, fRLLS DE5 HALING ..f. - a - CONCRETE t WOOD INSTALLATIONS 1' Le L- 2ao 12•-0• W-a' 23.0 12'-O• 11 •-a- 3a0 IT' -a• 10'-61 33.0 70•-l0• W-0• 40.0 W-1• 91-4- ..5.0 9'-6• a'-9- Sao_ 9_I- a-4- 55.o - a r a--o- ___ Sao a r r r 6so 7; -4- _ no _ _a ;;4;-o' 7• r-o 75.0 7•-,. 6'-10' Sao 7'-2• 6•-7• BAD 7'-0' 67-5- 90.0 61-9• 6•-2- 9sO 6--9• 6•-0- 100-0 W-3- 5"-I1' 1010 6•-J• 'J' 9' 110.0 - 6'-71 I/5.0 - 7•-a- I10B IL MAXIMUM PANEL LENGTH 'L+' OR 'L-' (it.) 0 MAXIMUM AOCIDENSD. PRESSURE RATING ■.1. ♦ - - CONCRETE ! Wo00 INSTALLATIONS 1• Lre I 4 2a0 w-4' 1 IT-0' 250 12'-10' 1I'-)" J00 II' -a- ,o'-r Jso ,o'-r0• s'-►' 40.0 9'-6' 91-21 Aso Soo - 9'-1• a•-r s•a• e'-2 55.0 a'-J a. -a. r-9_ Sao- r-s. _ as.o 7'-e• r-2. 70.0 r-S• 6'-11• 75..0 1'-2- 6•-a• Sao 7.-0. 6'-s' 90.0 s'-9• C-I- Aso 6'-,. 3'-10' 100.0 6'-J• s'-r 105.0 6'-J' 3' 4' I F0.0 - S. 115.0 4'-Io- If9.6 - r'-a• MNYUM SEPARATION TO GLASS SCHEDULE MAX AUM PANELLENGTH WIND SPEED 4 170 m.p.h WIND SPEED > I niPA (in) UNRESIRAREO RESTRAINED LOOMSTRNNWED RESTRNNEp 30 OR LESS 1- 1• 6. 6 1/4' >33 TO 90 1' I . 7 1/2• 7 1/2' >90 TO 145 1. 1. 7 1/2- 7 1/2• >115 W t(6 1. 1' - TOP WELT IT .U. 1. SxNt�S' i' .Wf °U•F•°TTMACK BOTTOM MNDIURT HEADER HEADER ANGLE TRACK ,A, •/EeC S - DIRECT MOUNT H' 32' M. 35' 55' 50' 5' 0 1.SNI.5' STUD ANGLE 1. 32' 32' 32' 42• 38' 38' a 'i' TRACK 55, 32' 3Y 42• 67• 80' W. T I.M. W iRAtK 50' 32 32' 38'1 60' 56- 56' 1 50' I 37' 1 32' 1 36• W. 56• 56' v My or 1L5 j I I I i t � 1 �,, ,; � � t � 1 -i- ! I I C+ I 1 I I 1 1 � I_ 11 2 7 l�l - LL L__ , 1 L 1- W A - - i -, I A DL 1! Ht_1 ___ _ l 1 - UNSOUED PANELS : J1 f. _- BOITED PANELS W/ i u-20-1' (SEE SECTIONS AS i 1 1 $ $. M.S. BOLT W/ d 0 EIL OVERLAP:'. APPLICABLE) I I ! I (SEE SECTIONS AS APPLICABLE) I !_I III I I is IiiI i iI I j rr S I'`� i I I 9 I I II 1 D.M.. 3Q.®. - -iIII o - j -I- of - (- c , -- e - 1-+-, ®or® - 3 MAX _ _ -- Y_.1.! ,• = 2/4 1/4, 3/4. 4/5, 5/5 3 6/5 1- MIN' T W/6, 2W/6, 3W/7 h 4W/7 - _... --ANCHORS (SEE SCHEDULE ON SHEETS S. 10 A71)- _.- - --- REGULAR STORM PANEL n ELEVATION /4 M9. GAP 2.667• N.T.S. -`.F N (INN OVERLAP -I NNDE WIRY) I 1/4'\ T/ 1 ;_/ \-/ \-/ `rl MAX. GAPT SECTION A -A N.T.S.N.T.S. D(1) L+: WARMANM ALLOWABLE PANEL LEMDTM FOR A GIVEN POSITIVE ASD. DESIGN LOW. L-: MAX. ALLOWABLE PANEL LENGTH FOR A ORION NEGATIVE A.S.D. DESIGN LOAD. (2) PROCEDURE TO DETERIA E WM" ►An UENOTIE GIVEN A POSITIVE A.S.D. DESIGN LOW, OETERMW MAIAAN PANEL LENGTH 'L+• FROM SCHEDULE - OWN A NEGATIVE ASD. DESIGN LOW, DrrD "VAN PANEL LENGTH 'L-' FROM SCHEDULE. FINAL MAA N ALLOWABLE PANEL LENGTH S EqW TOM JOWN OM MNED PANEL LENGTH BETWEEN 'L+• AND 'II (3) SERA SCHEDULE BELOW FOR AN. PANELLENGTH FOR POROSITY OLOLF TON. t INSTALLATIONS INTO WOW ARE U MTED TO a 95 *AL MAX A.S.D. DESIGN PRESSURE RATING ,` ASf;• 9, 10 A ,1 FDR YAM. AS.D. 061AR ll]ADS •MAC. PANEL LENGTHS FICA \• 9PACEIR a USED. �. S '• FLORIDA BUILDING CODE Non High Velocity Hurricons Zone) D. 44167 • o nmm W, 24 GAGE GALVANIZED STEEL STORY PANEL I'N,. *:: �,I•. = * TA1E OF `c s , IL ECOIMc. GLOBAL PROTECTION PRODUCTS. LLC. °i/IMIL Y� i�'CF• ,Lis ORID� ..�,(F!�• /�(�� .... . \" I W WC1L3�1a --Qw (9Y)--7Wa rAl (■64)--67f1 Neaww_w3a W-an,„w ,- a.o o,-,o . r�KN"1, NNW o,-m1 a 20-1 75 G .=.. - - - - ... GW.N9 - GENERAL NOTES �o P6! e4• LW■ aNaRty ! - INYID Sfel.t PJII61el. (C) TO 1. STORM PANEL SHOWN ON THS PROO/CT EYALARON DOCUMENT (P.E.DJ HAS BEEN KRa1E0 FOR COMPLYICE IN ACCORDANCE - 1/4.6 TAPCON ANCHORS. AS MA4.F.URED .1 I.T.W. BUILDEX, INC E 10 AND PANELMATE PLUS ANCHO. AS MANUFAMRED BY ELCO CONSTRUCTION PRODUCTS. WITH THE 2020 (7lh ECIFTION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL 94ALL NOT K INSTALLED AT HIGH - /14-10 PANELMATE FEMALE ANCHORS. VELOCITY HURRICANE ZONES (MAMA -DARE / UPWARD COUNTIES). - 1/4'p LAG SCREWS PER N.D.S. DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 160E OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND - 7/16'0 . 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SPECIALTY CO. SPEED AS REWIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR KD=0.85, USING ASCE 7-16 AND SMALL NO EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANEUAATE PUNS 3. 9 TINU 12 A 17. 16. AND PANELMALE FEMALE ID. 6N ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DES" WIND LOADS DLYEUNEO PER ASCE 7-16 SHALL BE FIRST REDUCED t0 A.S.D. DESIGN PRESSURE RATING BY MULTIPLYING THEM 8Y 0-6 1N ORDER TO COMPARE THESE W/ MAX. (AS.0) C.2) MINIMUM THREADED PO4EMTION OF LAG SCREW, INTO THE WOOD FRAME UNIT EMAIL BE 1 1/2•. NO THREADED DESIGN PR LINE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 6: 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.EO. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS DOZ USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN CA) MINNIMUTA EDGE DISTANCE Or LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WnTH N.0.5. 2018, STORM PANEL'S ADEQUACY FOR NII AND WIND RESISTANCE RAS BEEN VERIFIED IN ACCORDANCE WITH SECTION I°09.1.2 OF C,4) MINIMUM PEREIRAlION OF WOOD BUSHING SHALL BE 5/8'. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS jOB14.01-01 AND 00219,02-09. AS SHOULD STUCCO EXIST. AND I• MINIMUM FOR WALLS WITH NO STUCCO. PER SSTD 12-99 A ASTM E JJO-02 STANDARDS. AND AMERICIW TESTING NAB SOUTH FLORIDA REPORT /,t23.Ot-t0 AS PER C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS � FOUND ON THE EXISTING TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, FLORIDA BUILDING CODE ANCHORAGE SMALL BE AS MENTIONED IN C.1). C2) A C4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6DIII ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SMALL BE INSTALLED FOLLOW40 ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3f05-Hi4 ALLOY. a. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWNO INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 5 (SHEETS 4 ♦. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL GLALTTY STEEL ASTM A-553 WADE 80 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® Ao SMALL NOT BE USED. STEEL DESIGNATION W/FY- 22.2 Am (AFTER ROLLED). 9- TI SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTU RE WHERE SHUTTER IS TO BE AN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CURRO8ION RESISTANT COATED CARBON STEEL. AS PER ON BUILDINGS. 5001a W/ 50 Wi YIELD STRENGTH AND 90 Rai TENSILE STRENGTH AND SMALL COMPLY w/ FLORIDA BUILDING CODE SECTION 2411.3.3A 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90•, AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATNES IRA/, 3W A 4W ON SHEETS 4, 5. 6 A 7 RESPECTIVELY; SHALL HAVE A LECI AND READILY VISIBLE LARKING INSTRUCTING OWNER OR TEMANT TO 6 BOLTS 10 BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 36 lam MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT OURNG PERIODS OF HURRCANE WARNING. 7- ANCHORS To WALL SHALL BE AS FOLLOWS. 11. THE INSTALLAtON CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. (A) TQ EXISTING PlX1RED CONCRIIE - 1/4'a TAPCOH ANCHORS AS MANUFACTURED BY I.T.W. SUNLDEX. INC. (Min. T'c-3192 p.») 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4' a . 7/6• CALK -IN ANCHORS, AS MANUFACTURED BY OEWALT INCPROVIDED (MDE D BY THE JlabSDIC NON WHERE PERMIT S APPAPPLIED0 . - t/4'a . 3/4' SOLD -SET ANCHORS,AS DIS'TJOB IEO BY ALI. POINT SCREW, BOLT A SPECALrY CO. (Min1-3000 p.a.i.) 1JoTHIS PRODUCT EVALTODOCUMENT (P.E D) PREPARED BY THIS ENGINEER IS GENERIC DOES NOT PROVIDE DEINFORMATION - 114-10 PANEINATE FEMALE 0 a PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, FOR A SITE SPECIFIC PROJECT. i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. - 1/4•0 ZAMAC IRWIN ANCHORS, AS MANUFACTURED BY DEWALT, INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT AI) MINIMUM EMBEDMENT OF TMCON ANCHOR$ INTO POURED CONCRETE SHALL BE 1 3/4% 2- FOR ELCO PANUMATE AND BASED ON TNT$ P.E.D. PROVIDE NE/SINE DOES NOT DEVATE FROM THE CONDITIONS DETAILED ON l}95 DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBRI 1 SIT' FOR UN•C rwt1N ANCHORS (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVAUD IF MODIFIED. A.2) CALK -IN A SOLO -SET ANCHORS SHALL BE EMBEDDED 7/6- INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHAH BE PERMIRED. I a-20 SCREWS USED SMALL BE 1 1/2- LONG MINMUYTHSHOULD STUCCO EXIST, (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RECISMRED ENGINEER OR ARCHITECT WHICH HILL BECOME THE ANO ,' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR AL READED SCREWS W/O HEAD, ENGINEER OF RECORD (E"OR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS PROPER USE OF THE P.E.0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SMALL SVBMR TO THIS UTTER THE SITE SPECIFIC DPAWNGS FOR RPAEW A3) IN CASE THAT PRECAST SLOE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SMALL BE LING ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.E.D. SHALL BEAR THE ATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL. BE AS MENTIONED IN A,) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT. (a) -Iry ISTING CFwCRETT BLOCK WALL ASTM C-20: 14, SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - /4' • TAPCON ANCHORS AS MANUFACTURED BY I. T. IN SUIRDEX. INC. PANEL SHUTTER N ACCORDANCE WITH SECTION 1701I OF FLORIDA BUILDING CODE. ONE LABEL STALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE - 1/4' a a 7/8' CALK -IN ANISNORS. AS MANUFACTURED BY DEIVALT. HNC FLORIDA BUILDING ClX7E. - 1/4.0 X 3/4' SOLD -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SPECIALTY CO - 114-10 PANELMATE FEMALE 10 AND PANELYATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PI 1411111 - i/4' a ZAMAC NARJN ANCHORS, AS MANUFACTURED BY OEWALT, INC Tl�� a �EpA. �✓ 8.1) uIRYW EMBEDMENT OF 1APCON ANCHORS, ELCO PANELMATE$ AND ZAMAC NALIN ANCHOR. INTO THE CEN '' \� ,S '•9 FLORIDA BUILDING CODE Non itl h VelocityHu cone Zone BLOCK UNIT SMALL BE 1 1/4'. �114 9144 % : omw a as Ni 24 GAGE GALVANIZED STEEL STORM PANEL r.r. .2) CALX-IN A SOUD-SET ANCHORS SMALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT. NO rW w - ._ � STUCCO SMALL BE FERMRIED. 1/4- a-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD�EXIST, * '- - /� °T/ ' AND I' MINIMUM FOR WALLS WITH NO STUCCO. 'O' - GLOBAL PROTECTION PRODUCTS, STATE - . LLC. IL E C O HNC 9'•DKNE 0.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR FCOpis-✓ iWUT �Rao� .IFo�KYSFo cwuAW'L I� R yMT EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH r0 REACH THE MAN STRUCTURE BEHIND SUCH P ,S, •G\�� .,,.; Y,y .e w,-� A'" KNOW- (W)--,$W FAIL (6 )a■r-A797 20-173 -prj ANCHORAGE SIIAL! BE AS MENTIONED N B.1 AND IN B.2 S'/ p , - p N. C-900F719pe.r I/IIYONA, IAA .x 9EA/W°Mi -_Io.,E HAIL` A TitN .K. pE w{QT , a to INSTALLATION INTO POURED -_91534A6 POURED CONCRETE DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK __ _QOSnNG POURED CONCRETE in STRUCTURES OR CONCRETE BLOCK Ott CONCRER BLOCK • REOUIRED. I RiOUIRED. / CONCRETE ANCHORS i CONCRETE ANCHORS , _ (SEE SCHEDULE ON / ' SHEENS 9 THROUGH to) / _-O (SEE SCHEDULE ON -- j , SHEETS 9 THRDUG/M to)T/_/. � EXbTRE POURED CONCRETE OR_iI CONCRETE BLOCK ,/.13 ,- 3 O ( Z 4' f 21 , 4•/ 1�A%..CONCRETE _ NrAo ■an- REOIA ED1 I��/ IMJf, .. -- _ I ANCHORS /i<% SO4MULE W %/ ._I CD I I)(SEE E D SHEETS 9 THROUGH 10) I ., I I // / I " /q�/ L-/ I E J I 8 1 L. _-=-`�- --- ----1- ,/•'�2dr 1 EJIn_ - _ _ii ■aR W� IL- �A .__ -L- ,/41-ion• 9 yTn, _ T. ss s°L1s w 71Y LD //.. / 1 1 1 TO CLASS f A I im ILA FAIL LOLsI DeM rt) 9 �'T_._ TO GLASS. i ,Dow OAR L, /!� Y,. I SEE SCHEDULE (ON I M SEE sclEouLe I ., /1Nn. GLA45-"I SHEET 3) i i PANEL LENGTH N(ON SHEET 3) 1 1 1 1 (SEE SCHEDULE N I 1• Ym I SEPAATK)N 1 W K. I CONCRETE ANCHORS 1.. _ i ON SHEET 3) I 6 I fl I (SEE PANEL LENGTH 1 10 GLASS. I PANEL SCHEDULE 1(SEE 1 (SEE SCHEDLAE THROIGSCHEDULE ON I ISEESHEENS I Y I gSCEF�E7DULE ON SHEET 3) ; _- ,E. _ . _ i -- ON SHEET 3) T 9 1 1 O 1 I / SOX of 1' E%I STRSSLA 1 GLASS 9 1 E)aSRNG I '1 / 4 ®-' I MAX. 1 I SOIL GUMS$ 1 1 1 , , . P-3M1P - �i,-)a,c � nc I Di MAX.ED , // I M. ,,U, ;, - ,;oCD ' /• C111, 11 ED ,, I /:i 1 /,. - I I E.D.1/ I % 1 ® -/' ) 1 / i ". 1 J.12 1/2 O_C. / 1 1 I AS ) I li- W.I.RO ,MA1O1 ,EAp 1111 suaEx ,DL 6ONW a CONCRETE BLOCK 1 - I /: CONCRETE AN(210Rs / j J I -I` W -EQ-- - I/r"Do sz. Y.s. w/ H7F e 12 Ili• ac. BEOUI�. /, , _.. - _.. /•. ... I (SEE SCHEDULE ON ___. J SNEERS 9 THR(X/GN 10) / �. % N ALTERNATE y 1 Wn. -- / W/® ONLY WHEN SOLID / i _ _. ( LEG LOCATOR X" ''%'i. - -(�) SET A C4 x! ANCHORS ARE USED A W/ QJA WHEN _--EXSTING POURED CONCRETE OR CONCRETE BLOCK ALTERNATE CONCRETE QOST„G POURED CONCRETE ANCN014 OR CONCRETE SLOW C'ONCREIE ANCHORS _ STAGGERED W/ STllb PAIELMATES ANIC ARE USED. REWIRED. (SEE S 9 THE G SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SECTION SALE 3/5-1• Is •• 51:J.EYJl.�•v SALE 3/5.1' WALL MOLIKiff,01ECT MOUNT SCALE 3/8-1• ,IIINNNIINA NAPF NEp A T14i1 CII. '� FLDRIDA BUILDING CODE Non High Velocity Hu Gone Zone) E.D. EDGE DISTANCE NOTE FOR f : . 44167 E ir . • - _ *s °y.. STATE OF CI E ` a60°° 111100. ■O 24 GAGE GALVANIZED STEEL STORM PANEL I L E C O IND GLOBAL PROTECTION PRODUCTS, E.F.N. '.A ORIIWN F. e7/»/I- Y,C (SEE SCHEDULE ON SHEETS 9 A 10) TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INST/LL.UTION. - '• �.4' ' FIORIOt` - // ''I F • • •' G\ /L/'LB �S- �0 •• 4ac9 SW. 31 5, ..WY ee•Ie n mr DRIIE ti 3J],4 y.y. -a*. .A-,-- e-.M-- ,ALMA : --. Ar.p,Ie ,m--1 ..10.0: (fY)ss9-,64L rat (■ W) WM C -000■ H1t 20-175 IYM,W14 •> Ifllll111 m MAAIP A 1ti0 y.. PL W 1r-,w «,IT I e1Qt 4 OF 16 _11^ ^I, ^W W = N _ CV �/ n\ �-I U N O Q O c CMa) ca-0o- amUN M�- • OOO..Vi C U" CO /: \V = O O � u- ,,- O ` Cn Cn 0 L O ffi� CIO CD L Co .= -I Cf) LL Q w J O •_ C) " t__ C) C)IN !V m X LL 0_ m Q L_ N _C c ocu 4Y W ^` � C N to^^ = C +Iti v' Q � l lV I � U -0 ` M N 1.1 17- >, LL O C 0 - >a.Lu ,_ INSTALLATION DETAILS FOR REGULAR PANEL INSTALLATION INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR PANEL CI) INTO WOOD INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ,. -.�- _. -.._l_ _._-_ __Yin _. _ O .... - _. 1 1 SEPARATION W000 ANCHORS 1 . 1 _ TO .MSS. i 1 7i' ALTERNATE LOCAT CONCRETE ,. (SEE SCHEDULE ON I (SEE SCMEDUIE. i /4Y-m,t• ALTERNATE LEG (CoNcAm ANCHORS SEE SCHEDULE ON - EXISTING POURED CONCRETE - ^�SFEEIS 9 THROUGH 10) EXISTING OR PO RED BLOCK - - SHEET 11) - - /4��cAo Wan 1 .-.ON SHEET J) -_ _._OA °An�W Q� .ACY � s --___ - -- LOCATION - - ■ +/4• o.c L _ �, _ . _N.-_ NIa[ 1U1 R1rL BEAM OU61ED. --E.D. OR UIRED.CONCRETE BLOCK , LOCATION BE SCHEDULE ON / WOOD HEADER yf _._ _ -. - _.. I E ' tOrc*, om t• TO BE CERTBIED BY '. Cn �"r�P SHEETS 9 TNROI!(:M 10 CONCRETE ANCHORS _ fEm r.'.- E� CATIONE LEG / a - I EXRTIB(yl I__ l PANEL LEiVC(1N REGISTERED ENGINEER OR i4� I / _ EXISTING POURED REWIRED. 'i SHEETS 9 THROUGH 1 2 Q T1000 ANCHORS _- • - I IXASS i _ (SEE SCHEDULE ARCHITECT PRIOR TO SHUTTER CONCRETE REOIAREO - -. _ ._ ' _. _ (SEE SCMEDIILE W I • . -_ _ -. - --1- 1 ON SHEET , FOt NSTALLATION. ANCHORS ALTERH ATE WOW ANCHORS - , • 1N . c- /i - 1/4• SHEET I1 GI I-_ . I - _ . WOOD .---- MI, ALm WASHER w CD C• v/� ) /� ,• YM. / REOUIRED I�,., ) ', _ I SPACER � ,.. � r / / % <o-- aR._ ( �') 1 UJI i -I 50)1 (S SCHEDULE ON (SEE SCHEDULE ON / �/� - J- - 1 -- . O HUT.• !/' i. -1 1/2• 012 1/2' O.C. j/ j , / % i/4' (._.. - / ® �...--i�W41■iapTDTpt ,[KTTTTS w a /2 1R' I /2" ) OI SPACER I N SHEET tt) SHEET 11 r t. rE0 EO- 1 a .,' 33 MA. R/ en i _.._ 1 / r . ,/•'-36.,' ss Ys. e/ ,4n /// Z• .. _ LENGTH 1 MAX. __- CONCRETE SIGHEANCHORS EON / • ,x ,/2' o.c / I I _ I WOOD HEADER - I i - `�uj .,, 1 / I� ,/4' _ , 1 _. T MAX.---"-- - - - 1 --- EO 1 I SHEETS 9 THROt1GH 107 (..:- /- ,? I , ab-30A• N ED. / I ,' Min, ill. I REQUIRED Mil I! [ I i. - ' C _ _-__ I -_T I _ ) t/2 ___. __ ) `/ _ __ _ F T YAx. W000 HEADER � e� REOURRIED (Ay- I eD // E • i" %4 0 ji//.i// f/%%// t (SEE ELsca �J L1 O Eo 1 i I Ex)sr1Nc 1 (E oN MN . 1 ./.I n,,l. oc i/• i ' - __L_.__._ --) G1A55 I , ; ' I , 2 r - �s�a WM ea,s A I / / N 1' MIA%. LONG ALUMNUM SPACERS • 12 , 2• 1 1 7Q� EN0Sf1Nfi_� 1 E D // J I - I 1 I - O.C. (SEE TABLE It ON SHEET I1.) i OIAs� 1 -� �. 1 ON SHEET ] A9n. _ E I n I I SHEET it) I / Min. ICU i FON SIHEET 1 1 1 I I SEE NOTE •' BELOW FOR LIMITATIONS FOR ) Min. I i _ 1 ` 1 i /4Y-m.,' - j� I ' � 1 SEPARATION I O SDEDI1lF I SO LASS. I •L' MAX. I 'L' ' 1 1/Y LONG SLEEVES. ISEPAAATON I O ! (--'t I -- O 1 1 °41aEn1WRN.EF-e / /•/ I ( TO MUSS. I ON SNEERS 11.- TO GLASS. 1 PANEL LENGTM I 1 PANEL LENGTH lj{j{ 't (5¢ I IIJr ,lJl 1 1 .F lIg-PA,ML TION i0 GLASS. I ,/aY-ROLL' (SEE SCHEDULE I t/4Ydb,• 9 N H i (SEE SCJREWIF 1 (SEE SCHEDULE t I (SEE SCHEDULE - 1 SCHEDULE i ,/.-,-io.t' O n. I SS can w I ON SWEET 3 1 _. PANEL ANTE FEMME D OR PANEL MATE 1 " 1 .MIDI" a.01 r-Yj Y' YR.. j (SEE SCHEDULE ON I V.°a i ON SHEET S 1 --A Y 1 ) I t/i 1 ON SHEET 1) t ON SHEET 3 i - ■an ■ (SEE SCHIEDIA.E ON SHEET I ,�/n a,• 1' MAX- PAIR LENGTH I - --- , - - -- ii - . i' Wni. 1 Y l T' m S.i BOLn M ON sNECT J) E - ( pL115 A ) A Y Yin. $EPA(ATON w (xA55� can . PANEL LENGTH 4 I' ;-, DaE.. I I SHEET 3 _ - _ A L o'�ae -6i f ; 11 a t Y:n I 1 ' (SEE SCHEDULE ON SHEET „> 1' 1 LOON OWN r-r) PANEL LENGTH i I .1 l -_ L_ (5¢ SCHEDULE t -... I 1 I -(TE Ra 11e6 1 SEPARATION i ! ; I w0. r-e•) - I `�, N - pA,tEOilq A (SEE am SCHEDULE min. 1 -- ON SHEET 3) IX�yyGG__�L� - I - - _ _ (SEE SCHEDULE OI,yT I -1 - - I EXISTING. 1 1 = oDe r� Ex� '__? �H ' (SEE SCHEDULE EX1571 1 SEPARATION i OIASSTi [[[�6.([[�/�//I��- I ON SKEET J) CIJ55 1 1 GLASS - .I } ... I GLASS (SEE SCMEDLLE- i �� PLATE REOUIRED t I OIA55� - __ rD GLASS. I 2'.4' wOoO - 1 i 1 I ,.cN ,7b1 r� am SHEEP » Cn 6_ ti1 SEE SCREWI l _ -� f. _ _ ____ _.. -T`_ 1 I 1 I TO CIA$$. I. 0 I O A -�- 1 I ON SHEET J) ) �:/ DIRECT MOUNT W/ SPACER MN ( -- -.. T _. ON SHEET J) I _. _}- 1 1 Mo. - -, /�I I OUMAX.. �: %:: I - 1 E -� _. I L. I SALE 3/8-1' ' _O SOX i __.. I � OF •L' 1 ar SOX ON SHEET 3 - -1 1: - -- - ALTERNATIVE 2W' k ° Q O i ® ..;:.i / // I / /• , 50X i L SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS A t I OF l- i j MAX. 1 1..-- __ ED �/� I 1 M ED �' /IL. L� j I I // SPACER i SOX 1 7 0 12 1 2' O.C. ( (� I 1 0 12 I D.C. /ii / / ia+GI11 I OF 1• I OF 'L• I MAX.YAxAs.D DESIGN LOADS FOR T/tl5 INSTALLATION. i ��,��j 1 e , 2 / 0 C T 1 _ (.. J .1/I ,H' //;/ L MAX. - I I ® MAx. EO �� �- I I i 3 . . _ _- _ -.. CD 1 J �_� 1 CONCRL E ANCHORS . •�• WADI ■an CONCRETE AIKMNORS 1 C 1 EO �--i J )' I O 12 1/2' O.C. 1t _ - _--__s.__ - ) - 4 ac. wA9w ED 1 , 1 I _i/2' 2" EX POURED �\\ ;.`� • ' \.� (SEE SCHEDULE ON -// (SEE SCHEDULE I - 1- i '. �I i - j - - - I - - -_ 1 ° / NO FNISFIi -..:: - V I,E.r �111 +•'NaN. i1. \. \ \ \ Q : / • - t- _ I , WOOD ANCHORS 1 3): 1(c CONCRETE .`:. .. : : EDGE OF WALL OR SLAB SHEETS 9 THROUGH 1➢) j ® SHEETS 9 TH6RDUGH 10) `?"j 9 2 I/e• LONG MAIL ALUWNUAI , - - __ -_ EO ALIDWCI) 1 I EG w • , san �i �1 O SPACERS • 6 i/4. O.C. VAJD FOR ED __ - - - _,_ 1 STAGGERED SCHEDULE STUD SPAACERR Y Wn ■[ 1 I/2' IDIIG E: I ., _.. __ - _.__ O REOIARED 3/4 � (ALT. CDMOITON) f ' NG POURED CONCRETE EXITING POLAtEO CONCRETE 1 N SHUT 11ON . ' - - .._ 2'X4' WOOD PLATE . - L \\•, / /,.. QR CONCRETE BL.00X EN LENGTHS PER SAND PANEL �1 I (,) wou"ADAN . Lanm tD A CK 9tM KVLo= ,RM IS-W _ _ -. -• - DECK REQUIRED 2'.4*REMRW ANCHORS CONCRETE ANCHORS - _ *3= AEON MEAN I" ,mR ONI e A R6TRC"M FROM NN' > - .. __ (� SCHEDULE ON ` �- /� OR CONCRETE &LOCK 2•K4' WOOD __ _ WOOD ANCHORS ! 6LMDIIG MIOwt aNRIMHM1Y ■19wm DR Sim it). I (SEE SCHEDULE ON _ _ - 3/4 - SHEET 11) \ // REQUIRED. t' MIN(. LONG ALl1MNAIM SPACERS a ... .. / / REOUMED. PLATE REWIRED CIO O... � 5 9 THROUGHSCHEDULE ,0) --- EO //� 12 1/2• D.C. (SEE TABLE /1 OR STAGGERED W/ STUD j - - SHEET Il --.-- -- --.--_ SNEERS 9 A 10.) OR OW � 'M 1I11III PLAiE tRED DO ANCHORS OOM THI U OOLVON N Y Own MATE fOP E . 00 I ) _ (SEE SCHEDULE ON I LAIC AS THE FounW.Io caMNDnloAe SINE - - - _' PAIL PATE PLUS) SHALL 6E VA= MAXIMUM AT 6 1/4' O.C. SHEET I1) COLVM WITH I Mo {} AUNKm fWAN ,2 t/r at, PILLG AUDND a1 , _. _. _ _ _ -- CEILING 0 (///,,,111, `) _ -� _ mummum 2• Yin. -W IT) .VYIB 6. � -tl ►+RE. °AI I (» MAX M YR PNEL IDGTN 6 LRelm 10 N' A NrH 0101NC I /� SALE 3/6-1 • SCALE 3/N SCALE 3/e-1 • LZ) 1•N.Mr HOLM PAIIa LEINDTI e I (TH. e A NeaT.ctmR " M LAW" PANEL [LENGTHS AUDM ON V J Tx fO1m'ML eeT 11). CEWNG AND FLOOR MOUNTING ■L. ICU WALL YOUNjJNG I t» 9IAY PAIILL IiaD 90I a oarALTERNATIVE 2W I.) T Ilr LING WOW COMPOWn INA DR EE AS .00ERD w ALTERNATIVE 3w BUILD -OUT MOUNTING eM AN Ote M WDGD 0 11 ANAL SCALE J/8-1. MaT E MPAUAIM Or. 11/2, LORD SPAM Y M Air ALTERNATIVE 4W ALTERNATIVE i W I WINO FOR WIG MX= 1. 2 AND ] A6 OLn M a ACM SCALE 3/8-1' IHHANI SCAM 3/a-i- 00 E-,- ■TANDUO RIND M Mo f7W n>nON) K TIE FLO.M 11HIM111 SCALE SIB-,^ (`) ,E01 m 11. I 'a ii°Pu .Noww tUUWO 9u6DIa CODE MMLAMM FOR tEp A. T//�. �Ep A. tJ(!/ Ep A tf((/j - - _ �' E1GEN, l✓� w �VCENSFIS ' :9 FLORIDA BUIIDiNG CODE Non HF h Veloe Fklrcicens Zon• SIX 3A: VCEN,e •.,� FLORiDA BUILDING CODE Non Mt h Veloci NuMcone Zon• NOTE FOR GOMBINAtION OF cFCTlowc: N0. 44167 iLORIDA BUILDING CODE Non Nf h Vsloc Hurrteom Zon• 1. INSTALLATION ARE ONLY VALJD FOR MAX. A5.0. 's *: oaAo m ma AIa F+. NOTE F C 1. INSTALLATION ARE ONLY VALID FOR MAX, A.S.D.fl - "M Imm .Ic 1+. TOP do BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING = e7INo TM'�0' "a f2' Q D. 44167 s 24 GAGE GALVANIZED STEEL STORM PANEL o N V. OR COMBINATION OF SECTIONS: DESIGN PRESSURE RATING (p.s.t AND PANEL LENGTHS �' 44T67 24 GAGE GALVANIZED STEEL STORM PANEL c-w ■r (p.e.!) AND PANEL LENGTHS a STATE OF 24 GAGE GALVANIZED STEEL STORM PANEL a„I IN _ * *, * ) : * ; * :* 5 COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 %•O ' F r 4YTr c- = Z NOTE FOR COMBINATION OF - e/M/■N/ TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -_ ^� pH/27/amp INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 .ta' 1 L� InM/I610 ��$ -$ E _ IL ECOINc. aIE COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W7 STATEOt?= _ GLOBAL PROTECTION PRODUCTS, LLC. z F''• - ---- GLOBAL PROTECTION PRODUCTS, LLC. E D. -EDGE DISTANCE i STATE O �_ GLOBAL PROTECTION LW 9 PRODUCTS. LLC. ? �' I L E C O ENc. OME MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 4yH O -z f~ I L E C O IMc. arc (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE 's 9p'• F1 T), .- LR. e1 ■tRfET INSTALLATION. O F Ism 6.W. 51 anm / S .1` ORIO ' T • y,I� R S,y3,4 1L. .P '. 10R10 T�aND 6 HIN COMPANY` DENSITY OF O.SS OR E(R1AL. N ORAL E IWLEu Ha •awl LrrD ea .NY Ism S.N. 5, INNER SHEETS 9 R 70 COMBINED IN ANY WAY TO SUIT ANY . 0(` • •... 7 V 'etJ aW, a _. 3a wrw W.esa n mr 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4y .. n* a. - MA - w-a n ,rw aWE. FL wu 20-175 nMINTwa.. �2rs2✓ _ a sr s -n-a n. AF_ IWFE. FL 33314 Z INSTALLATION. / E>C1vM ,w : OrO�-1u-: mT n,-,w wKPc (A5F)�HNa rA,c (sxMn-HnsT ,S• ,..... mT_,m . H. am w-Ira, P1oc (wps-7sa. rA,t (IYNeI-nn n..'am m�ru . r.. , Oa m-,w PM.Ac t9a4)Ies-7540. MAX feY)--sm 20-175 Q 0 , �� DR." Mx MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ! � EN w.rr-. O N .ewe- C-0o0■iH r - ,NNyN OIV•Ir10 Np DA-Omlll■ rn,r. r wa r PE. YAL/PAMNR/CR WAIU A iRIJT 8.. PE r aNat 1 .,a _I tA-000■71I DENSITY OF 0.55 OR EQUAL. FNfNB /fAWMSE/IA7{ Wk= A TUFLONIIILN,,.. P.E. -,a-w 1 N/INiMI /SeNAnIEJWTE wA,n1 A lltn 8.. PL n-w fH.LT ■ O U .1 eQt 4 d 16 SHEET NO. SH 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, VALID FOR REGULAR, LIFE CONCRETE BLOCK OR WOOD STRUCTURES: SAFETY do E-Z HANG STORM PANEL 11) SYSTEMS • 1 a 4._..-._1 -- OR ^=E wo�al cR •©� VARIES 1 N 2•Ke WOOD FRAYS 2' 3• .o9r 31W H-14 DR O ® SOURED weJ-Te �N1A'/ CaO. AUAL- S Vzy ANOE WAIN ,/ir . 1 3/4' 2 1/2• TAPCON • l7' O.C. 1' POURED CONGRETL LYAIPE7E \. - 4' RACOON ]-, RE I'.4' N000 (RARE CONCRETE ROCK Dim � `. MINION a 12. 0.f.-. 241n/7� 'OUMNUD I OW FRAME I OR®HALF PsArt YWEDcut O- PANU F! RACOON ANCGR I 2' . 2• + .Oo7• ro 1EWNMT: lFG IAGT10N • 12' O.C. - (-•, X L s• w5R corn. S MbI AW. AIOIE OR �• W< L G13S ; 090* 3A0M H12i'l SHUT POLED CONCRETE CONCRETE SI --�----- 1I- .An 1EIK BFNT PURE LOC. OR 2.i WOOD PANNE �' t• fi'�; BREOUIRED ]1OS-N1� Ok '�.1 I Is ARm / I 2 2' �''J _. Y - I i/ate cm CDR. A1EY. AINCLE ------------>---- J w,. rviP 1/e P BOLT _4' . 4". e 12' O.C. 31o5-Hta OR 10063-16 ALLOY W/4ACIMUT Cart. AW.- ANGLE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4'.1• SCALE i/4'-1' SCALE I/e.i- SCALE 1/4'-1• SRA-SET ON CAIt-a OR ELCO PAMEiINTE 1 F Q CONNED CONCRETES EXISTING 11MR AT �FEMVE T NO - --i-- DR CONCRETE ROCK -m► BORN OR PANELMATE THUS ((5EQE 6 1.SX " •OIAEO I 1 OR 2..' WOOD Xm OF OPDssG SCHEDULE ON DH11T3 (MIN PANEL :•: COIL7tLTE &LtK VARIES ® ® lIIAII[ u[OIIED .K APPLICABLE 10 t 11) 2 .: r000 TWA1E S• IbL•� . OVfRIAP BELOW' _ mIrIETE co.caETE REQUIREDOPEP .` 1 .;�••• ;. \.a„ .; �'� ROCK OR 1' 1' HOOD GRACE i Vl loll it `i1� ' >\ H J Um. RED\:, 1 /A IKOtI1,a :'��.A� �`�V 1 VARIES 1 ' © �® _ (I)REe�.w fUTmontiomm FRONT R la TO Y ,•WL I WILL QE�ER CUT END PA W X 8.0. DISTANCE1-- 1t) 1 .... -=� 14ANNNANN, CASE G (PLAN) 17V1 �p SCALE Ile-1. WanLWR� uc' �•, •••••..••,. VALID FOR DIRECT MOUNT INSTALLATION ONLY h ' N ..• aG 3: V1 1i F '. • CERTIFIED PANEL INSTALLATION AT WALLS W/ -z No. 44167 •L SURFACE LEVEL VARIATIONS WIT/ -ON 3/4- e * * ; * = FLORIDA BUILDING CODE Non High Velocity Hu on!Zone) CASE E (PLAN) CASE F (PLAN) y•.SIATE Of : ti 24 GAGE GALVANIZED STEEL STORM PANEL ='SDiY`�SCF[DRIDi'.. aft SCALE 1/1•-I' SOLE 1/4'-1• 7 IL ECOINN. GLOBAL PROTECTION PRODUCTS, LLC. •AA,, AHIT,IN 1RlN l[e1N0 t 00"K "" GCWANT Sam SW SIRELI R / �/'2•��C� N, s #WIN.. R. rt >NN OYR, 11T14 20-175 mom(e6.)1/8-754R FAX: (6"JINW-i7/F "'•I OR." - 4w Aa w Nw.rRw PE EAB L/WUTURC/GTE 1WA7p A TjU/T71Jr. I.E m 11'tw ` SRE[1 8 or 16 N 7 (VAUD ONLY FOR PANEL 1OINSTALEATIONS AS PER ALTERNATIVES 11V THRU 4W, ON SHEETS 6 & 7) MAX. A.S.D. DESIGN RATING (P-01 MAXIMUM ANCHORS SPACING FOR E.D. . AS SHOWN ON SHEETS 6 & 7 A"UCARE ALTERNATIVESPRESSLRE • ANY OF THEM MAXIMUM vANEL IEv (n') TAPCON LAG SCREW PA14I.MATE FEMALE ID PANELMATE PLUS WOOD BUSH G 1r t}' Ir 13" IW (TOP) 130 13• 13" 13' 13' Iw (Bo(mM) 6 1/2- 6 1/2• 5 1/2' 8 1/2- 6 1/2' 2W (TOP) _ - 6 Ile 12 1/2• 6 1/4' 2W (Batt.•) 5'�' LOR 5- - e. -- --5. - ---. e. .. _ - (TOO) 13• _..._-_13, 13• 13• 13• _ (TaP) +45. -45 LESS -- )y' 13- _ 13• 13• 1s' w (.0)OR 13' 1)' 13• 13• 5 1/2' 9 (10P) 13• 13• 13, 13- 6' n (BOTTOM)) 6 I/2" a 1/2' B 1/2' B 1' / 2 8 / 2 C1 OP - 6 Ile 12 1/2• 6 t//• PW (Bart.•) •-0' >5To 1 I/2• e 6 1/2• 6 1/2" - (Tap) 14-4- 4 1/2' 4 1/2' 7' 7' - 3R WTTOI) 70 1/Y 9 1/2- 12• 12• e W (TOpJ 13• 13- 13' 13- 5 1/2• (eoTTOM) • SEE TABLE fl FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER" IS USED: CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. DESIGN PURE RATING MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPLOBLE Ii MAXwU4 PANEL ' TAPCON TAPCONNo LAG SCREW PANELMATE PANELMATE TE PLUS WOBUSHING 13• 13• 13• t3' W (TOP) IS• Ir Ir 13, 8' tw (Bottom) 6 1/2- 6 1/2• 6 1/2• 6 1n• 6 1/2' 2w (TOP) - - 6 1/4' 12 1/2' 6 1/4' 20 (BON..) 5'-.W OR 7 1/2' B_ e• e' (BOTTOM) is' 13• 1J• 13•-- _ 13•_-- W (TOP) +45. -45 TO +75. -75 13' 13' 13• - -- I3' 1J- N (BOttOY) 17• 1J' 13• 13' to' 1w DO 13- it3- 6 ,/4' 10 (BONG) 6 1/2- 5 1/2• 6 1/2' 6 1/2' 6 tn' 2w (TOP) - - 6 1/4' 12 1/2• 6 1/4' 2W (BON.•) >5'-0TO 4 1/2• 5' 7 1/2• 7 1/2• - 3W (HOP) Y S' 5• 5 1/2' e• e• - 3W (BDI'FOM) 13' 12' 13• _ 13• 5 1/2• (MOP) 13. 13• Ir j 13• 1 IQ' 4W (BOTTOM) • SEE TABLE %1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS "FEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET B ICE 11 A A.S.D. DESIGN LOAD MAXIMA 1 PART LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO W PSF 5'-10' a MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE MMALE ID OR PANEL MATE PLUS ANCHORS & W/ sNMFT„ 1/2. O.C. INSTALLATION ATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPC011_ , _. Dt6,R4 POURED Iles TAPCON __ POURED ANCHOR a P• D.C. CONCRETE OR ANCHOR O 9 O.0 :,. CONCRETE BLOCK C OCRETE BLOCK 1 .. / 1/Y 1/4• E 1/1• ,/P wAx. - --- N ED.- 1 1 I •7 /.•.-tar e� if. ml- a fly i i I. � 1 tl q afw/� i OHM�C9 g7� ( ' 'L, Ms. I 3. PANEL LENGTH (SEE ELEVATION ON SHEET 12) L/2 i ' I ED• CONING PWREp CONCRETECONCRETE I 91. I 1/1'. P`W12 TE PLY$ _ ANCHOR e u I/Y o.c. SEE DEiTH to t is FOR AEH ORS TYPE • SPAOIG rOR WRIALLAA7NS Ono WOW "LANE BIMDNOB WARN ANCHOR SPACINGS `41YUY IE EDDLSTAACE C ARE /OTHISNED ON 1FOR E.D. LESS THAN MWATED 04 SLKMU REDUCE ANCHOR SPACING oY MLLTLYNO SPACING DOWN ON SLNUULE BY THE FOUOR►G FACTORS. FOR T" OPERATION TO E Pos9BE REDUCED SPACNG OBTAINED USING FACTOR STILL NOT E LESS THAN ANNARR SPICING AOUTED FOR EACH ANCHOR TYPE ON THE SCKEDAE. '/'•' '�''' A MM 1ME - �„ - Aua.w4 MIAMN Now MAID 00 3 3 •.I..aNs DLrwN4 On) 3 3 3 3 1/2 ORNAHM W ON.I.M ewA DJ NIQR � BSBSQ iBJ IEICIBR /2 -VA - ED• / I -Cl) 1 1• Min. I B TO GRASS. • I- tr•+A-w1• h f -/AIL _ dGOA� EXISIIN(ij j G A55 1 I 'LWAX.- p, n 6' PANEL LENGTH 1 I (SEE ELEVATION I I , ON SHEET 12) 1 I I ice/ 6• i E%ISTING PWREU CONCRETE OR CONCRETE ROCK REQUIRED. " - � LEYae) - ,-,�/. I 1/4'0 PANELMATE U> .- ANCHOR (BEYOND) WALL MOURTIMIGS SCALE 3/8-1- Hurricane BUILDING CODE (Non Hlah Velocity Hurricane MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE O CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAX. ALS.D, DESIGNWYE PRESSURE RATING MAXIM ANCHORS SPACING FOR MN E.O. PER SCHEDULE BELOW APPLICABLE TO tLIT WJIINU4 PANEL LENGTH (/ MAX. A.S.D. DESIGN PRESSURE p,�m MR70WN ANCHORS SPACING FOR Y" E.D. PER SCHEDULE BELOW APPUCABLETo SECTIONS + a ANT IuxW0. LENGTH �Nlo TAPCON SOLO -SET FENW.E D PLUSTE 2AMAC-NALDN CALK -IN TAPCON SOLID-50 PANEWi/E FEMMED PANELWI[ PLUSZMW_MUN CALK -IN mm ro To 0 MCroNG OF THEM ro 10 ro ro TION +45. -46 L� 1J' 17' IS' 13• 13' Ir 13" tY Ir 13' 13, 13• 1 CROP) 5'-C 011 I.Egs +45, -a5 ♦65, -65 1!' Ir 1r 13, 1r tr Ir Is' IY 13• Ir 1t 1/2 1 (TW) 5'-6• opt LESS 1Y Ir Ir 13• IY 13• 13• 13• 13- ,3' 13- 13- t (BOTTOM) 13" 13• IY 13• 13- Ir tr 13- 13• 13• 13- 11 to 1 (BOTTOM) 1r 13' 13• t3. 13• 13• Ir 131 13• 13, 13• lY 2 (TOP) Ir Ir 13' 13" Tr Ir tY 17• 13• 17" 13' It 1/2 2 (TOP) 13• 13' 13• 13- 13" 13• 13• 13• I]• 13• ,r 13- 2 (BOTTOM) 13' 13' ,r 13" 13' 13• 13' 13- t3- 13' 13' It 1/2 2 (BOTTOM) Ir 13• 13, 13, Ir 13' 13' 13- 3' 13, 13' 13- 3 (TOP) 13' IJ• 13 13' t3' - 13' - 73' 1]' 13• 11 1/2 3 (TOP) 12 1/2 - - 6 I/4' B t/{' 3 (BOTTOM) - - 12 1n•tI In 6 1/1' 6 t/4' 2 1/x'12 I/2 - - 6 1/I' 6 t/{' 3 (BaT1oM) e' 9• 8' e' e' B' 8• 8• e' S' e' 7 1/Y 4 (TOP) e' 5 1/2• e' 8' 4' 6 1n' 8' 7 ,/2' 4' 6' B• 5• 4 (TOP) e' - e _ e' - a. - e e- - 4 (BOTTOM) e - B' _ - 5 - e' -_ e - e' _ - 4 (B O ) 1J• 13' 13• tJ' 13' 13• _ 13• 13' 1]' i3' t3' y (TOP) 13'-- 13, 13, 13' tY 1Y tJ' ,3' 13' __-IY 13' _ L3' 11 I/ 5 (TOP) 13• 1]' ,3' 13- 13' 13' 1J• _ 13- --13* 73' 13' 13' t3. (BOTTOM) IY 13 13• 13• Ir 13• ,r- 13'- 13' 7T 11 1/2 5 (MYTOW) 13• 13' - 13' 13' 13• 11• 1J• 1r 13• 13- 13' 13' 4 (TOP) 13• 13, 17' Ir tr Ir Ir 13' - Ir - 1r 13' 11 1/2 5 (TOP) 6 1/{' 6 1/4' 5 1/4. 5 1/4' --- - - - 6 1/4. 6 1/a' 8 (80TT«) _ - 6 1/1' 6 1/1' 6 1/4' 6 1/C - - - -- 8 I/4' 6 t/4' 6 (BON.») 13• 5• 13• 10 In IS- r 13• 7' 7 In 5 1n 13' 4 1/2 1 (TOP TO 13- 6• Ir I3• 13' 8 1/2' 13' 8 1/2' 9 1/2• 5 tn'L13 5 1/2' 1 (TOP) >5'-e- TO Ir 7' 13• 13' Ir 9 1/2 13' 9 1/2 10 1/2 7 1/2 111' r I (BOTTOM) 13' 7 1/Y 13- 13' tY to. IY 10' /1• e•6 in' 1 (BOTTOM) 13' S• IS• to 1/2 Ir 7' 1r r 7 1/2 5 1/2 ,r 4 in' 1 (TOP) 13' 6• tr 13, /r 8 1/2' 13• 8 1/2' 9 1/2' 6 1/2•5 1/2' 2 (TOP) 13• 13• 9 1/2 13' 9 1/2 10 1/2 7 1/2 13- 6 In• 2 (BOTTOM) IJ• 7 1/Y 13' I3' 13' 10' lr 10- it' e•6 1/2' 2 (BOTTOM) 1J• T 13• 1]" 13• 9 1/2 I3' 9 1/2 10 1/2 7 1/2 13' 6 1/2. 3 (TOP) 13- 7 In' 13" 13- 13- 1G- ,r 10' it' S'5 1/Y 3 (TOP)>s'-e 12 1/2. 12 I/2 6 1/1• 6 1/4' 12 1/x' 6 t/4' - - 6 Ile 6 1/4' ] (BOttt7M) - - 12 1/2.12 1/2' 6 Ile 6 I/A' 12 In' 12 1/2 - - 6 1/{' 3 (BOTTOA) 5 1/2- r 7 1/2- 6• 4' 4 1/2- 3• 5 1/2• 3• 1q-6' r 8 e' e' 5 1/I' - 7 1/2' 4 (BOTTOM) e' - e' - e' - 8' 5 1/2' - - 4 (BOTTOM) ,3" 7- tY 13' 13" 0 1/2' _.13. 9 1/2-10 1/2 7 tn' ,3- 6' s (7oP) 13' a f/2' 13' 13' 13' 10• 13' 10' tl' 8• 13• a t/Y 5 (TOP) u r u u u 9 1/Y w 9 1n to 1n 7,/2' u e ,n s (eorrou) u e 1n a u' u o u o' r e Y - a /x OM s (eoTT ) s' 13• 10 t/2 1!' 7' 13' 7' 7 1/2' S ,/2' 13' 4 tn' 8 (TOP) I]' 8' 17' 13• 13' a in• 13' 6 1/Y 5 1/4. 6 1/4• 6 1/4-15 1/4• 6 1/1. 8 1/{' 6 (80TT.») - - 6 1/1. 6 1/4• a I/ej 6 1/{' - - - - 6 1/i 6 1/{• 6 (BOLT.»j EL SMELT 11 FOR ANCHORS TYPE & SIACM FOR NETAUATDNS INTO NOW FINE BUILDINGS. 6 WARN ANOINR SRHyIDS AND W" NM EDGE INSTANCE ME MOOTED ON THS SC1fOAL FOR ED, LESS THAN NWATED ON SCHEDULE REDUCE ANCHOR SPACING BY AATPLY•NG SNCM SHOW ON SCHEDULE BY THE FOLLOWW FACTORS. FOR THIS OPERATION TO E MSME. REDUCED SPACING OBTAINED UNNQ FACTOR DILL NOT E LESS THAN 4NeDH SPACING IDIGTEO UDR EACH ANCHOR TYPE ON T6 SCHMU E ANCHOR 13PE I/4•R whom - vi. es10-E1 1/4. .A1TiNAo 1/.•. AwO1I.E - 1(.1_ 2IMIC-ft" -�/41_ rrA-N IINssBM ANCHOR SPICING 00 3 a 1 3 2 ,/Y 3 1/2 AwssBAI am Mi ] I ,n' r 3 3 'Ir 3 peTA M LD4 a= ] l t/r 3 ,R' ) In 3 ,/t• ACReI WK GBWR[ (ED. FACTOR 2 ,/Y - -_.r an Wa• _ _ _ D!o oio 1.m •• SPACINGS ONLY VALID WHEN SPACER 9 IS USED. SEE TABLE /1 FOR WO(. /LSD. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER et1/ IS USED. A.S.D. DESIGN LOAD MA)M 1 PANEL LENGTH 40 PSF OR LESS V-8' > 40 PSF TO 50 PSF W-2• > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONIY VALID FOR INSTALLATIONS W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2- O.C. _. __.- - ..... ._. -_ -ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 t16) 3' MAX. R-1A/13, R-2A/13, R-3A/14, R-TB/13. R-28/13, R-38/14. 3• MAX. D.M .O. R-UAW/15. R-2AW/15, R-3AW/16. R-18W/15. 9-29W/15. R-38W/16. 1°"- 4) Ora _ Q Q Q Q Q Q r-------- - '----r --�---------- _ I I I 1 1 I { I I I I I ! ( L/2 i 1 4•e-2o•I' S.S. BOLTS W,p 7• (USE FOR PANEL LENGTH WAX OOVER r_e7 O PANEL LENGTH REGULAR STORM PANEL REGULAR STORM PANEL 8'-e' • +40.0, -40.0 P...I. _ OVERLAP MD PANEL LENGTH $OL DY >7 - LIFE SAFES � PANEL 1 - - t r-6. O +50.0. -54.0 P.J. (W/0 OVERLAP MD PANEL LENGTH BOLT) A = ( USE 2'- PANEL LENGTH - ' ( t/4'•-20M1' _ .,8,- - . - .. - - AT ALL MOUNTNOS S.S. DOLTS W a r AT I 1 ' 1 t i r T ._ _ ___. -------------------- I .F_ _ 32) NOTCHES AT ST10 .' TION O UFE SAFETY PANEL BOTTOM CORNERS O 14) D.M.,Q. .-OVERLAP- A-DYERtAP- orO WING NUT AT iXTERIOR� IN NUT AT r MAR LEFT PANEL - --- RIGHT PANEL 7' Wx'. 1' INSTALLATIONS ONLY VALID FOR WIND I' MN, R-Wl.% R-2A/13, R-3A/i4, R-18/13. R-29/13. R-38/14, I• uN. SPEED Up To 17o m.p.h. R-IAW/15, R-2AW/15, R-3AW/16. R-LBW/15, R-201110/15. R-39W/16. -ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14, 15 &16)_--- 1/4' MAX. GAP LIFE SAFETY STORM PANEL Cl ELEVATION M •. REGULAR 1687' STORM PANEL ( SERE / -1 �..• -(MN01i10AP -1 rtw WUEY) STORM PAN 4 _O REGULAR EL I 4A11. $ N �( ----- LIFE SAFIffy PANEL S'O:, * - •:; * ° FLORIDA BUILDING CODE Non High Velocity Nucam Zone OffERIQB `FS f[ORIDh .'�.2 Nnem nT[m NHc 24 GAGE GALVANIZED STEEL STORM( PANEL ry. / •N..... Hums SECTION A -A LT:1�O. ��N PRODUCTS, LLC. WE--.____-__a1Ao Rr. SI s"w �Z,Q A�.J .. AN, R• M # Nrw 4.ma A,w DAIL n_ 3vu 20-) 75 SCALE 1/4--I- A.r.. aN ,.N.ra:ONTO-'o, NON[: (9MMs6-TMA fAt (CA)w-WnT P.E 1EAL/BONTUIEJDAR RKTER A 1RL(Y a.. PL. NY ,f-,w r lIQT ,2 A is 1 Hurricane ` - INSTALLATION --. - �iQUREOHEADER _. / ,- i k DETAILS INTO WOOD HEADER - WEWRIDoinRED FOR LIFE SAFETY PANEL in WOOD STRUCTURES I i'' � `� / ' WOOD HEADER Y 1�y0o0aoD HF/DER -REouRED 1/1'0 TAPCON _ ANCHOR �• 1 ,{/1'• iAPrAN RNC,OR ' t//4'• RACOON TAPCON O 9` O.C. O 9. O.C. �, -. ANCHOR O 9' O.C. M1OR O 9. O.C. I' I I ! / 1/2 Ile,, WTI. 1/2-11//• .� I 1/2' 1/4• •, ' _ 1/2• Ile - 2• j, I 1 2. ANC_ -- I ' 2.. �I•., NIL.- N 2. Y_OL 1 Min.'. I I� I I R ' j ExIST66 g � � t LR BDLR W n /. lot• . �• -t_ A O'"--- IXSn(p j N I Rs s0.n r n 1 A q 1/Oml• I A u p 1 PEA CLA53 IeeM GAn I ref) e 1 I I �' A i' MAX. N I N(; CLASS.`•'I 1 ss N aaI a') N 1 I I I 1 I Z• MAX. n �A _ Y' i -�L-= 6. PANEL Ua7C N X w��ey7y`�" _ 1 1 i' - / .- 77 r _ 6• PAM! LENGTH :PANEL EL LENGTH y 1 �AAT N I I -.r (SEE ELEVATION la . !/s __ 333 ON SNQT 12) .. --. PANEL IEIIG(N 1 (SEE ELEVATION 9 , (SEE ELEVATION I , ON SHEET /2 ) e ON SHEET 12) �_ - �• I' MA ems- OPASS. 1 O II"^-SEPARATON- f _.Z O p t' Sun. 9---SEPARATION TO CLASS i O ON SMELT 12) O 9 1' HAT, e r e L/2 i l0 GIU55. y 9 R I tl^SEPAAAtON I L/2 TO GLASS. - 4) 6• of EO IT ,n• E0. - I uc3 'Ir EO ! I I 1 1 .Sin pyo •'a EQ. 4) WOE C UTE � PLATE -Kx GPO YS * aLTs 1/4Y RACOON - 1/4.0 TAPCON I EORED I jef TAPCON 2•A4' W000 N • Is ANCHOR a 9. O.C. ANCHOR a 9' O.C. ANCHOR a AN O.C. PLATE N //4.0 TAPCON STAGGERED W/ STUN I STAGGERED W/ STUD j EW9ED ANCHOR • O.C. 2 •TE WOOD ( CUTE Waoo REQUIRED - -_ .. _ REOLArED - O LIFE4SAFETY PANEL WALL iIOUNTINGS SCALE 3/8-1• - A T%([/ - Mffiw �L WALL MOUNTINGS SCALE 3/8-1- A GEMS l FLORIDA BUILDING CODE Non High Velocity Hurricane Zone lIOIES �' 44167 `� T"W'D' Nc 24 GAGE GALVANIZED STEEL STORM PANEL t. INSTALLATION ARE ONLY VALID FOR AS.D. DESIGN PRESSURE RATINGS (p.A.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 1L 2. FOR NE1E' WOOD FRAME CONSTRUCTION: W000 . * : * * < .q STATE D�-- ' F--� ++-- ' P''. ORION W. 11 t,. E C C O HMO. GLOBAL PROTECTION PRODUCTSH LLC. DOE t .Nr .pm a.. 51 SWEET MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC F O,E: ,, [OLIO .,•j'i�•t.s�'Z<J \STY' ss?''1 _ a.r #.W..w2Pa n mw ^•-: am==` m-,o, Banc (05.Nr-73a. DN'E• 2" 20-175 rwc (26a1w-6nT DENSITY OF 0.55 OR FOWL S,, •' G-9901F711 n •P NN wllN. wYR'ING ns: IAMN,N t'sE/TYIIE MK A 11WT X.. PL RO- y,QT 15 y, Is MAXIMUM A.S.D. DESIGN PRESSURERATING s f )_AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FAR REGULAR STORM PANEL(INSTALLATIONS INTO CONCRETE O CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5) MAX A.S.O. DESIGN1(. ��r:13r MAXIMUM HONORS SPACING FOR MN E0. PER SCHEDULE sum YAXP� LENGTH n.) 0. PRESSURE �;." j tlAXIMIIM ANCHORS SPACNG i0R MN E.D. PER SCHEDULE BELOW �ICE PANEL MAxINWPRESSLRE (a.) RACOON SOW -SET PA11El"Ap�7WC-NANA4CALX-NECTIONS TAPCON SCUD -SET FEMALE 10 �V5DESIGN 2ANAC-NAllsl GVx-" ro w m m m w m ro MMUKEL m NX.Noe>< w-Cmam OF >+4y, -65 +75. 75 11' 13• 13' tY13'13' t!• 1r tY 1Y t0' 5•-5• oR >+>�-T5 +1te-1186 IY b' Il' 10 t tJ' 6 tn' tJ' 6 ,/2• 7 ,n'S 1n' 13' / t/2' t (ia) 5'-6• OR LEA 1,• tr 13• 1r tr 13• 13' 13, it• ,3•to' Ir 4 1/1' 13' 13' 13, 9•3' 9' to• 7 In• 13• 6• 1 (BOTTOM)3" /3' 13' 13' 13' 13' 13• tY 1]' ,0' ,rtrt0,/2t! 81/2,3 6 ,/2' 7 t/2' S 1n' 1J' • ,/2' 2 (TOP) 11' 13' 13' 13, lr 13' 13, 13• 12- 13' 10' 1Y 7' 13• 13• tr 9 ,n• 13' 9 ,n• 10 1n 7 In' 17• 6 1/2. 2 DIafTOM) 1t• 1r 13' 13• it 1Y 13• IS• tI' 13' to, 3 (top) 13- r IS• 13• 13• 9 in' 13. 9 1/2' 10 in' 7 1/2' 13' 6' 3 (TOP) - 12 1/2.1. I/2 4 Ile 5 1/4' 12 1/2 12 1'. - - 6 Ile 6 1/4• 3 (BOTTOM) - - 2 In'tI 1n 6 I/e 5 1/{' 2 ln- 6 t/4' - - 8 1/4' 6 1/e 3 (BOTTOM) S' e E e' 6' 6 1/7' 7' 6 e' 1 1/2' a (TOW) 7' 3' 6 S 1/2" 7' J 1/Y B' i 1 1n' 3' 6 1/2' 2 1/2 4 (TOP) e• - 6• - _e 6' -8' 8' e'_ - 4 (BOTTOM) I: -13'-- 6 In• - q• - -9' _r - 5 1/2• - Y - (60"00) Iv it' 13' 13'r13' 13' 13' 'r _ 13' _- T2• tY lo• 5 (T0W) a 1/2' 13• _I 13• tr- 13' 9• to' 7 I/2' 13• 6• 5 (TW) 13• 11' 13'_ tT Ir 13" 13• ,r 12. Ir 10' 5 CWrW Ir r _ S' Ir Ir 9 1/Y 13" 9 1 2' ,0 1n' 7 1/2" Ir 6• 6 (BOTTOM) 13• 11• IY 1r 13• 13• 1!• 13• 12' 13• 1a• 6 (TOP) ,3• 5' 13• to In 13• 6 ln• ,J• 8 In' 7 1/Y 5 1/Y IS' 1 1/Y 6 (TOP) - _ 6 t/4• 6 1/4• 6 1/{• - - - 6 1/4' 6 I/i 6 (DIRT!•) - - 6 Ile 6 t//• 6 Ile 6 1/r 6 1/4' 6 1/4' - - 6 Ile 6 t/i 6 loan.») 13' 7 1/2• 13' 13• Ir 10• 13' to* it' 6• 13• 1 (TOP) >5'-r TO 5'-T Ir 5• 13' 10 ,/Y 13' 6 1/2• 13' 6 1/Y 7 1/2' 5 in' Ir >5'-Y TO 13• 7 tn• 13' 13' 13' 0 1/2' 13• 10 I/2 11 In• 8• 13'1 (BOTTOM) I]• 1 1/2' Ir 13• Ir 9• 13. 9• to' 7 1/2' lr 6• 1 (BOTION) 13' 7 ln' 13' I is- 10, T3• to' 11' 8' 13' 2 (TOP) 13• 5' 13- 10 1/2 13' 6 1/2" t3' 6 1/2' 7 1/2' 5 1/2' 13• 4 1/2' 2 (TOP) Ir 7 1/2" 13, 1r 13• 10 1/2 13' 10 In 11 In' 8• 13'2 F3' (BOTTOM) 13' r 13' 13' 13' 9_In• --13' 9 1/2' 10 1/2" 7 1/Y 13- 6 1/2' 2 (BOTTOM) 13- 7 1/2• 13• tT 13' 10 1/2• 13' 10 1/2 1, 1/2• 8' 13'3 (TOP) 13' 7• --- 13. 13. 13' 9 1/2• IY 9 ln• 0 1/2 7 1/2' 13' 6• 3 (TOP) 12 1/2 12 1/2 6 ,/4' 6 1/4' 12 1/2" 6 1/i - - 6 1/1' 3 (sorroM) - - 2 1/2.12 t/2. 6 1/1' 6 1/1' t2 1/2 6 1/4• - - 6 ,/4' 6 1/4' 3 (BOTTOM) 7 1/2. 3 1/2' B' 6' 1 1/2• 4• /• 4 1/2• 5• 3 1/2' 7'• OOP) 7- 3' e' 5 1/2' 7" 3 1/2' a' L' 4 1/2' 3• 6 1/2' 2 1/2' 4 COP) 6 1/2' - 4• - 6• - 5 1/2• - r - 4 (9017041) 13' 17 1/z' q' 13• 13' 10 1/2 IJ' ,0 ,/I / to e' 1]' Y s (TOP) ,3• 6 ,n' 13• 13• IY 9' lJ' 9' ID' 7 1/2- 13- 6" 5 (TOP) 1J' 7 ,/1'I 3' 1J• 13' 10 1/2 13• t0 13' 7' IY 13' 13- 9 In' 13' 9 1/2' 10 1/2' 7 1/2' 13- 6' S (BOTTOM) 73' 7 112' 13" 13• t3' 10 1/2 13' TO t/2 , I/2 e' 17' r B (TOP) tr 5' t3' 13' 4 in' I]' 6 1/2' 7 tn' S 1/2' 17' 4 ,/x' 6 (ttp) 6 114" 4 1/4' 6 1/s• 6 1/4' 6 1/1' 6 ,/i 6 (DON-) - - 4 1/4" 6 1/4' 6 1/4' a 1/4• - - - - 6 1/i 6 1/4' 6 (BON!-) SEE DEFT I I FOR ANCHORS S TYPE t SPACND MR MIA.LATDH6 INTO WOOD FRAME "DPW • HNNN ANCHOR VACOM AND 11/MMN [DOE DISTANCE ARE INDICATED ON INS SCH DIIAL FOR E.D. LESS THAN I ODUED ON SCI4DULL EDLII ANaOII SPACING SY YRLTIPLYIMf. SPACING 900N ON 9CEOU" WY THE FaLLOYIG FACTOTS. MR TM OPERATOR TO E POffiBL, REDUCED SNpS OBTAINED USMG FACTOR DILL NOT E MESS TIN ADORN SPACNG 00"TED FOR EACH ANCHOR TYPE ON T S SCIIEDAL Iles 1/4'. 1/4. 1/4'•- ANCHOR TYPE -. TIODN -_Ile. 1161-mnmu PMEI� _,/4.•_ lARAri•EILM wM-w Nessus/ MOM WAGING On) 3 3 1 3 3 2 I/r 2 1/2 AAIK4 ,. (A'3 3 3 L/21 a, 3 3 I/r 3 D6IAK4 B-W aRDEE tm, 3 31/7• 3'Ir 31/2 31/1• ACIUM. an 6NDIQ FACTOR I Lp• o3s - - _ - - - ,/,- O41 O!0 -.. Q311 .. ab _ 1 1- - - , oD •• SPACINGS ONLY VA10 WHEN SCALER ISUSED. SEE 1 FOR MAX. AS.O. DESKR4 LINOS & MAX. PANEL LENGTHS WHEN SPPCFR 19 IS USED. 1/4•0 TAPCON _.._ ANCHOR O 9' O.0 -EX6f41G PWRED CONCRETE OR CONCRETE ROCK / ENURED. � O 1 r 1/2• t {• E.D.• u n ( h B _ 1 1' min. IE-SEPARATD u TO CLASS.. 11 JULL L a AS.D. DE9pN (DAD 11011)" PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE OMY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. FLORIDA BUILDING CODE (Non High Velocity Hurricane INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK p(SSTTWGRUCTURES pq 1/ANCHOR O 9" D.C. _CONCH OR ANCHOR 0 9 O.C. ,-_ COMCRETE�ORRED 1/4-0 ANCHOR O i' U.C. - �ONCPE7E OAR m f CONCRETE BLOCK CONCRETE BLOCK '. CONCRETE BLOCK SOURED. REWIRED. _ REQUIRED. Ile ) // : 1n' I1/4" / 1/2' 1/4' MAC ED.• j I ED• �/ I E.D- j/ 1 / r i l'J B I . , • L6r,- I tar R-SEPAPAtF 60.tE r CZ(A$I SIB(Llp TO GIAS It VD' It rr-0) 1 A 1 1 f 7• MO.. n° PANEL lE)4GIN - .T _..• (SEE ELLVATKNI p 1 ON SHEET 12) I y 1 I e I L/2 AT x AT u I I 1 l' MAX. . 6' PANEL LENGTH 1 (SEE ELEVATION I I ON SHEET 12) i 1 -O oc 3/4 / _I 1 // - ._... L_ - 1 L•, // � 1/A'A RACOON �_1/1'• TAPCON -- ANCHOR a 9' DC. ANCHOR O 9' O.C. EXIST64G POURED CONCRETE OR EX604G POURED CONCRETE OR -CONCRETE ROCK REQUIRED. CONCRETE BLOCK REQUIRED. �N R-1A SECTION R-iB O REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS SGLLE 3/8-1- SEE SAEM 15 a ISFDAADNORS AIOIBI T29E __t/'•I TYPE t SPACING FOR INSTAIAT1016 INTO TAI'AIN -ft. n1DMOR •Mole OK) 3 OOD WFWME BADUa6 MNADM ANCHOR SPACINGS AND WNWY •Ntl•. I,PW cs, (A.) --N j �� -4e 5 J 3 EDGE DISTANCE ARE 04DCAIM ON MS SCHEDULE role CO. LESS THAN HOOTED ON SCHOXXX REDUCE ANCHOR SPACING 3 By 14AtIPLY4G SPACING SHIOIIII OI SCEDIAE BY THE FOLLOWING FACTORS, AMR S ONIIIQ RW FAOIDII ION THIS OPERATION TO E POSE. REDUCED SPACM OBTAWD US94FACIOR, SHALL NOT E LESS THAN ._.. ,/,. - - MA, ANCHOR SPACING RDG1Eb FOR EACH mommu C ,• DJa ANCHOR TYPE O/ HMI SCN[0+4Y _.__. _.-__-]'/1•... _.. _..-- - --_ R I I 4GLASS�H T' n I II n i P II I Np IE'-SEPARATION - I x to cLAss I R I i / 1 f -1 Coat K-C tl p 'L• MAX. Y PANEL LU40H R (SEE ELEVATION e ON SHEET 12) R 1111 O L/2 O t/11-6Y,' -SS qR rAf6 d G G.OWr 1 l• MAX. 6' PANEL LENGTH ON SHEET ELEVATION12)) i 1 O 6' E.D.• �• 1 E.D.• I1 EDN EO'i I a3/1 1 ED, / •, �l w Xo Y.R earn r / . A0.1s r • ,2 I a.c � • u +n o.c. . 1/4•0 TAPCON _ 1/4•0 TAPCON ANCHOR a 9' D.C. - ANCHOR O P' D.C. EXISTING POURED CONCRETE OR _EXISTING POURED CONCRETE OR W ...CONCRETE BLOCK fERED. - -CONCRETE LOG( REQUIREDAgOO. 2A SE O REGULAR PANELS O Uff-Gi FEtY� P iri- WALL MOUNTINGS 'HuuHlry� SCALE 3/5-1- FLORIDA INTO WOOD i - j •' UIWOOD O RED HEADER STRUCTURES HEADER REQUIRED 1 4•e RACOON 1(4'• RACOON HOR O 9. O.C. ANCHOR O B' O.C. 1/2 I1/4' MYA1C 1/4- AWL 2 n _ Mi�I�' 2. I I 1 I I EX,S11N('l•J1 I 1/4'F-»t• p ,.I ,/4•r-ear E �- _ ) ss. 9aT6 r G1A55 u ,' i 56� Tf ■ 11 1 I L aN Ao 7� II I - _ -- -_ L MAX ( Ex�C{yy; A 1 W 1 R 7' MAX. _. --I- I ____-. T-- y PANEL LENGTH II I PANEL LENGTH II 1 (SEE ELEVATION ELEVATION I I (SEE HEVATI ON SHEET 12) ON SHEET 12) It B T- I R- �---SEPARATION O II TO cuss. i P----sEPARAnoN � - 1 II 0 GLASS. I 6' 1 L/2 i_ H tjI Co. .` 0 1 • a ,/t tG I EO j • a 1K ac 1 1 I EDD L L . _ ) EO R'OQQ 2.4"I 1Y000 " 1 PLATE REQUIRED _1/4-• PANELMATE PUR PLATE REQUIRED I� 1/4-0 PANELAATE PLUS ANCHOR O 12 1/2' O.C. ANCHOR O 12 1n• O.C. R-3AW O REGULAR PANELS WALL MOUNTINGS �rcP A• 7f([/l - PANEL SCALE 3/e-t. ••••••••• ✓,9 3:' JC�t ' •: L3 44167 ?= FLORIDA BUILDING CODE Non High Velocity Hu one Zone CLONES , * ; rA. 1. INSTALLATION ARE ONLY VALID FOR MAX, AS.D. STATE OF 24 GAGE GALVANIZED SIM STORM PANEL DESIGN PRESSURE RATINGS (p.s.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. "O'• fC F O .. - .. - " E C O LNG GLOBAL PROTECTION PRODUCTS. I.I.C. ' Dac 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1i� S/ONAI �N / ✓-ti>2L7 TILLY jm `Y1mRt Wt "AWL Ra 33351i1. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC NAHa.uu1.I•L r' Nl H.N. tra -+Me (m m-Hn note (W)ON-7646, FAX: (66 Hmw_w7A7 20-175 DENSITY OF 0.55 OR EQUAL "L w oArssG Ns PAWAL/RSNATVRE/tIR m WA'"•"H.. KOLAeQT Nt 7 ICE O ,1 •a-+ ..0 c%i Cu W U Q CL C O .� C Ri -0 a- N ♦V U Q -0 •L 2 0 O V LL `� U .� • a O O 1..- /�� C>a�, rL N i o N O� 0 M zr m X f V LL a -PN v O V M C O N � Y` W C T 0) Q 1_ Q 0 cu L (D -^0` < i W > N Q -a l M En 0 0 0� > > L L LW }.r L W (3) cc-) cu U) CDL CL (D =3 _0 UC) W SHEET NO. SH 1.4 _L j 11 1 I 1 Ee _ I I VI If - -Iif III I I EZ1/18, EZ 1 W/18 ANCHORS _ - --- (SEE SECTION EZt a ALTERNATIVE EZIW ON SHEET tor) -- - -_3• Mm. 7• Mo.- Yin 'OtSEE NOSE 2) NOTE 2) Y • C2NaV1 7/18•w ALUMINUM 'a LAST PANEL Qi '0 BE INSTALLED AT EACH OPENING SHALL ALWAYS BE .. 1/2, 0 0 c 0 b o o b C o .- - - 1 PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED •I• - TO BE INSTALLED FROM INSIDE OF STRUCTURE. I, I i I I• I l PAT 2 PER PANEL NOTES 1. I.- �..._ LL L-�1_ L_1._ l L..I. 1. ! l ( 1 1 ;I_ 1 1.1 sox N OF _ RI _ E TEN T DN +DOD. L• (•) DE I 1 5F Ec -2 HANG STORM PANEL SYS (END PANEL) I j jI I (INTERIOR PANEL) (INTERX)R PANEL) (INTERIOR PANEL) 1(END PANEL) CONSISTING Of PANEL Cool. TRACKS TOP a BOTTOM. 1 SEE NOTES 2. 3, 4 I I f 1 1 SEE NOTES 2, 3. 4 i I 6. 0• (2). END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANEL 00 B PANELS. AI (3). IF END PANELS ARE CONNECTED 7p 80T70M TRACK, CONNEC71pN SHALL. CONSIST OF 1/4•0-20.3/4• M.S. W/ 7/8•0a3/32" WING ` BOLTED PANELS w/ 1/A.--20.1' + NUT OR 1/4.6.3/4" Min. THUMBSCREW INTO TAPPED BOTTOM • I 5.5 BOLTS W/®a FA OVERLAP TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO SAS ( ION EXTERIOR MT RANGES OF END PANEL. I f IA➢PL�G,B<E) SOIL -` -- - - '15EC? i 'i - 1 or (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM .,.! ,- 1 I T I - -�I --� r . , 'vv --J- i - Will TRACK (l e. A STOP BAR IS ONLY USED AT TOP AT LEAST TWO I I 1 ` PANELS SMALL BE CONNECTED TO BOTTOMI TRACK USING SPECS Ij INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF JJ_LL1J_LLJJ111JJ_L,L'.•IJILLJI<�L1J111JJ_LLJJILL_LLJJ1 _ !. _ I PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. JJ . 3 e SEE NOTE 4 - - -. 3' Ma.. _ 1 4a ~ ' SEE I.Yin t INSTALLATIONS ONLY VALID FOR WINO SEE 'IEEE -0111 3 NOTE 3 ANCHORS SPEED UP TO T70 m.p.N, ---_- -' - -(SEE SECTION EZI a ALTERNATIVE E21W ON SHEET 18) -- ----_ _ EZ1/18, EZ111i TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL I SYSTEM M \; SCALE: 3/32"-l" "` 2.68]'(MN OPDeM 1/4• MO.. GAP r�//, MAIL. cAP SECTION A -A ,,,Rfplfr"N,M„� SCALE: 3/32"-1" NoraF.i1 •''•�9 ''. ��P�'••"•• EN• FLORIDA BUILDING CODE Non HI h Velocity Hurricane Zone z 6wn +LTITw, K 24 GAGE GALVANIZED STEEL STORM PANEL`'','.. .44167 o , STATE 0� 1 L E C O EEIe. GLOBAL PROTECTION PRODUCTS, LLC. DEia/�2° 4eDA Sw. 4, STREET `1. w4....� » WRL Fi wra 20-175 �CORIOP M.'. A ••'G .: a.i ,m�-. fsl (Psa)M-Ertl, 1. (w.76w-em • r�rxC" ...... • • • +WE/BAEE , ruffF.. P C Y ,4w WILI[R 114UppiHiR 44/ i 1 SIX" 17 OF Me at ENGINEERING ENGINEERING EXPRE98� PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 1788g.1 - R2 EX Project Number. 20.31543 Product Manufacturer Al American Stutters and Gins Manufacturer Address: 1540 Donna Raid West Palm Beach. FL 33409 Product Name 8 Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: TNs Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 81G20-3.005, FA.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Several Edition (2020) and Is, for this purpose intended. at least equivalent to that regWred by the Code. Re-evskiabon of this product shag be required following pertinent Florida Building Cade modifications or revisions. Substantiating Data: . NT PRODUCT EVALUATION DOCUMES EX drawing 820-31543 OUed'24ga Galvanized Steel Storm Panels (Hii 6 Nan-HVHZ)'. sheets 1-5. prepared by Engineering Express, signed a sealed by Frank Bernardo. P.E. Is an integral part of this Evaluation Report. . TEST REPORTS Uniform static structural Parformenh been In accordance with TAS 202 teat standards Per test report(s) OBT-ASG-17-001 by Blackwater Testing, Inc. Large missile impact resistance and cyclic loading perlarmence has been tested in accordance with TAS gs) 201 and TAS 203 test standards per test repaOBT-ASG-17-001 by Blackwater Testing, Inc. . STRUCTURAL ENWNEERING CALCULATIONS Structural angineefllg calculations have been prepared which evaluate the product based on comparative andlor radonal analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. MBtmum Agowede Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 121M AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEA M OENGINEERINGEXPRESS.COM ENGI NEERINGEXPRESS.CDM x. RA Tom' fr I_I w.- 1 r.,, �,° a11RPxILL,r r B As-i m zi n7 Z, E.l C nIRH ;ill., >NEi IV ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed test report(s). and is scccunted for in the engineering design of this product - Mill Load Resistance This product has been designed to resist wind beds as indicated In the span schedule(s) on the respective Product Evaluation Document (i.eergineefirnp drawing). Installation This product shall be Instetled in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with al components noted therein. Product components shall be of the material spelled in that product's respective Product Evaluation Document O.e. engineering drawing) - Limitations 6 Conditions of Use: Use of this product shall be In strNA accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted herein. r shall n to r at al superimposed bads and shall be of a material Atli wpportlng host structures aha be designed esN cape posed listed in this product's respective anchor schedule. Host structure conditions which are rot accounted la in this product's respective anchor schedule shall be designed for on a she -specific basis by a registered pro Wwonal engineer. AN components which are permanently installed shad be protected against corrosion, contamination, and other such damage at all times. This product hug been designed for Use within and oulsWa the High Velocity Hurricane Zone (HVHZ). Respectfully, / 1 ' Ch F.. ey„MM t� Frank Bernardo, PE ENGINEERING EXPRESO aPE0046549IIII Auth 9885 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM ENGINEERINGEx PRESS. CON ENGINEERINGEXPRESS.COM �^ l� v T ;a i? L T•3, F 4T -H S, N LA? y � _ 4 TC Fl1 + .• I .+, .U, fix^ CCSLIMO/nOOR MOUNT 5[RION c n.AA " C A w.. M ;A_ NfrT,fYJ iF V ry c. I I:.71 L IF A 'T•R". I k„ A - t 1 -1sR N FI 1. UA _ II I rs T Sw . IAl Ar-t. TTA _ _. __....-,_ U OD,IOIWL TOP/00TLOM ClO511RF0 M ._n INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL C1� INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES .-,; -7 .. E)05TN G Po1R1Eo .. COCRETE OR ---�/ _IJ4'e TAPCON CONCRETE BLACK ANCHOR a 12. O.c. REQUIRED. � 1 /I O_ j � 141t1` NEX fIFAD 7EK 1/4•R TAPCON +• _ -_,/, 4.1' HEX 11F1D TEN WOOD _- + ___ _ J _ REOIRREO SLAW FROM ANCHOR • 12' O.C. . // SCREW a �}/4` FROM I� - _- ^ F 64' EDGE OF (1� I -. J1EC'y, EDGE OF (1) /' 17 E.D.Ll IT pears r g 1' Yin. I 1/2' fi PBI Peet a -� +/2• It 1• Yk. G1A55�11 STo EP LASS j 1 3A/, aP" POP � m GLASS. 1 -7'L LuNvNuM POP RIVET a O KNEE 1 a..- _ a_._ ,p P Eo u to R • 1 MAx. I MAX IN # • - P E PANEL LENGTH Y PANEL LENGTH am e0.15 1 ) I I / A a• / If vA_ B 1' ien. N SEPARATNRI 1 O R^SEPARATON.-. I THUMBSCREW � TO GLASS. i 1 TO GLASS. TH1111BStREW OF •L• 1 50%; 1 1 _ 1/a•e-20.2• OF "I d I THUMBSCREW..-..._ r/ ' f _ .I E.D 1 E0. 1fN 1/2 TAPCON ANCHOR 12. O.c, TA0 12 %% EXISTING POORED �" PLATE W000 ANCHOR ANCHOOR O 12. D.C..��. - - toNCRETE OR PLATREQE CONCRETE BLOCK _ _'. , _: REDUB1Eo. WALL MOUNTING WALL MOUNTING SECTION EZ1 AALTERU VE EZIN SCALE 3/8-1' SCALE 3/8-1- ,XHILHNrrr ATit fir✓ . .. Q VC. �• J ••'. FLORIDA BUILDING CODE Non High VelocityHUMcana Zone 5. # MIN. PAN£l, LENGTH a 0. 44 $ ,»O1D TLIFLO. RHc rl. SHALL BE 2'-6' * 24 GAGE GALVANIZED STEEL STORM PANEL, n.. 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN * PRESSURE RATING +/- 40.0 p•s.1. AND 8'-0• MAX .. --. BE/A/BB2B PANEL LENGTH. A'• STATE 0�=+ ' fir E C O INe. GLOBAL PROTECTION PRODUCTS. U.C. DHEE. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ��Z�O,d: �COg10� .jam 7RH - t [ COWAN 4BOB ar. 61 STREET _ - d fM a w.r r.rrr n N•- 011 2 3Ula 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL ,+ $/Qk AL ~ u-aoasiis am Ofto,_,M, PYI: (w) �n1A AA fss.lfo-nf7 DRYMm u. EIIIIIMFie1R/a/SRIMTUKJBIAE ra.EOe w "LLn Jr-. PF. W ^"'f elliir le a le ALL AMERICAN SHUTTERS AND GLASS 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ j WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT(CONN TIP. TYPE AS REQ'D) SECTIONS OPTIONAL !<`-20 STITCH BOLTS WITH WASHERED WINGNUTS FASTENED OVERLAPS a MIDSPAN (USE APPROPRIATE SPAN TABLE) _ PLAN VIEW a si Aga' BOTTOM REQ'D) \ R0.391" MAYBE AT 3- M 1 TYPICAL VERTICAL MOU8NBTOTTOELEVATION 1 N T.S ELEVATION TOP MOUNT LIY1A% CCONN TYPE (SPAN ABOVE AS RE 'D Q) TRLx:nRm) BOTTOM OUN aN (CCNNT TT 0 z x D BaTRUILCCATIONON MAY VARY) N > TOP MOU FIT {COIN TYPE AS REQ'D) BOTTOM MOUNT (oDNN Urn. TYPE AS REQ'D) (SPAN BELOW OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL y"-20 STITCH PROVIDED THAT CONNECr10P+6 AND BOLTS WITH WASHERED ANCHORS ARE USED WHICH SATISFY PIING NITS FASTENED SPANS ABOVE 8 BELOW DESTRUCTION. OVERLAPS • MBDSPAN (USE 4PPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS MVH2 WIND ZONE 4 a ESSENTIAL FACILITIES ''. 1 I M MAXIMu DES" ABLE LLOWILm4.l INSTALLATIONS LESS INSTALLATIONS GREATER PRESSURE SPANA TNAN 30' ABOVE GRADE THAN 30' ABOVE GRADE (PST) • 30 / 1300M 606-n 2.16 - _ •/3S 130011, 6061n 21611, •/40 1SCUM 606M 2A6 HI •/45 33001n _ 606. /50 I 130 D In 606. 2.161n / SS 1066.. -608 2.35 / 6a __ eI21 1 609 2.53 /ISS •/77 27.0M- ---_ &13 In �-----298I11 - ISPAN SCHEDULE NOTES: I. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO DETERMINEMAXIMUM MU M ALLOWABLE STORM PANEL I SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ("F"-TRACK, STUDDED ANGLE. ETC.). USE 6.25- O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H". AND 'U'-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD, GLASS SEPARATION NOTES: I. ENifR SPAN SCH LE WITH POSITIVE DESIGN LOAD T DETERMINE EDU SIG O O ETER MINMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES 3 THROUGH 1 THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS R IRED. FRANK BENN4 D IE l PEMH65M9G EBBS MAXIMUM ALLOWABLEW°"° DESIGN PRESSURES: AS rMED IN DESIGN SCHEDULES DESIGN NOTES: � DESIGN PRESSURES a POSITIVE AND NEGATIVE CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER W n 3 SEPARATE ENGINEERING TN ACCORDANCE WITH THE �N GOVERNINGCODE. PRESSURE REWIREMENTSAS CETERM[NED IN ACCORDANCE WITTH ASCE 7 AND CHAPTER 1 q 1609 OF THE FLOPI DA BUILDING CODE SHALL BE LESS THAN I! ORE ALTO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOP. ANY ( ¢< uS ASSEMBLY AS SHOWN, - -+ N L� GENERAL NOTES: = 01 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN O W ACCORDANCE WITH THE REpUIRlIMENTS Of THE FLORIDA BUILDRG CODE SEVENTH EDITION ((1020) FUR USE INSIDE AND OUTSIDE OF THE NVMZ. OE0. TAB 201, 202 AND 203 TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY (y) APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADORIONALSITE-SPECIFIC SEALED ENGINEERING. 2. NO 334/1M INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPlRSrRUCn1RE WITH WHICH THIS DESIGN IS USEDSHALL BE RESPONSIBLE (•% FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH O q SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR, 4. SEPARATE STYE.SPECIEC'SEAL[D ENGENEERING SHALL M R[ppUIRE. IN ORDER TO DEVIATE FRON LOADS, Dl FLCC7tON6, 00. SPANS LONTAIIJED Tg• HEREIN. CONTACT THIS ENGINEER FOR ALTENIATE SPAN CALCULATIONS AS d MAY BE RSUC. �2 DETAILED HRE[N 35 G[NERC AND DOES NOT PROVIDE TH[Q INFORMATION FOR A SPECIFIC SI FOR SITE CONDITIONS DIFFERENT FROM 1 2, LU $$ IA ` THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED ARCHUSCTSHA LPREPARE SITE SPECIFIC DOCUMENTS FOR USE IN ` A CONIUNCTIOfI VMM THIS DOCUMENT. :I 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. N y 7. ALL FASTENERS TO BE Y-L OR GREATER SAE GRADES UNLESS NOTED LiIn OTHERWISE, FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE CORROSION MATERIAL ANDSHALLCOMPLY WITH 'SPECIFICATIONS Z -RESISTANT FOR ALUMINUM STRUCTURES' SECTION 3.2 SYTHE ALUMINUM ASSOCIATION. �I IN L INC., & ANY APPUCABLE FEDERAL. STATE, AND/OR LOCAL CODES. 8. ALL STORM PANELS SMALL 69 I.GA STEEL - 11tl". 9. STOR PANELS SMALL CONFORM TO ASTH M53 STRUCTURAL O UALITY STEEL, G8 GALVANIZED COATING WITH A MINIMUM FY-48.1 KSI. S LU S0. ALL ALUMINUM EXTRUSIONS SMALL BE 60631T6 ALUMINUM ALLOY, RRR UNLESS NOTED OTHERWISE. 11. TOP B 6OTTOM ORATES SHM;N MAYBE INTERCMANGED - FSLD 4 CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HOWONTALLY AS APPLICABLE. 12. CONCRETEANCHORSN ONEREINSHALLBEEMBEDDEOTO Q 14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRLCTURAL DESIGN AS OWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR IN. L NDEMNIFIES a SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES yyppqq him C ! f x � 1� INCLUDING LEGAL FEES B APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, A CONSTRUCTION PRACTICES BEYOND THAT aE E 3 R LVMICM M CALLED FOR RY LOCAL, STATE, A FEDERAL CODE 8 FROM DEVIATIOMS OF TM35 PLAN e a E5 a @ tJ I& ECCEPTAS EXPRESSLY PROVIDED HEREIN, NO ADDIRONAL CERTIFICATIDNS OR AFFIRMATIONS ARE INTENDED. V 19 ALTERATIONS; ADDITIONS. OR OTNlR MARKINGS TO THIS DOCU MIMT � ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. 17. PANELS SMALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL R E PER EVERY ].0 FEET CONTAINING THE FOLLOMVING INMPHATION' ALL AMERICR SHUTTERS RD GLASS y i WEST PALM BEACH, FL TAS 201, TAS 202 &TAS 203 s E FLORIDA PRODUCT APPROVAL NUMBER Q/A6RIMIKINIIIIpplE 20-31543 VISIT ECALC.IOI31643 ■ $j� war earrEaerreExFRae rvwaTORE ■ rDll NX.TD W L MNR. I®•DRI, B AZeIX2fClB P'�`ED Z :D4e S MINIMUM ALLOWABLE SPAN SCHEDULE �= - O •• x - I BUM i L$ M �I-A M A� 4R U 7 e -a �Q - "OA3 N 3E VI K - pp W a O I. SEWS SHOWN rlPf ARE MINIMUM ALIOwA4lE SA4nS BASED ON ANY CON9tNAi10N O MW nTING U) CONDITIONS AT TYP OR BOTTOM AAMEL LEMGTNS 1855 THnN THOSB ACTED 1N TABU ABOYE AAE' NOT ACC EPfAaE. MO -II- MMI GLASS IS RfQUIR[O WMEN PANEL LENGTH 15 GAEATER null THAT NO*ED TOR nlSPECT1vt NOUMTING CONMNAi10N ABOVE I SIDf CIDRMtS R IAlO FM Any BUILpOUT MGYrTS IN iABIL ABOVE WMPP! BIOf C105UPE5 Mf NOT flu USfO WIiM BUItDOIrT MOUNTING [OIbITIONS. R[QutaFO SEPARATION FRO, QA55 S,ull Y AER (PETAIL 'F M MP o FOA5PSE. TNTPIANBNMGEH mR .roN B"OTHMt1N1 121-OPa1Oi«M. U!M WUfrSHINOGn OWNTT•f,1IXlfOi STTHITECH BOOINrsAI) MID O24ApB. PANltS<, ya . BONF5WI A (A!R WAII'.), UNNr MOUNTING On0 4 MN MDAAMd ANI zQ ,OPTIONAL INTERIOR FASTENING DETAIL N.T.S. oCN M ED ti ^ LAST I T-1ED OM INIFRIOR yP i LI.1 ApUAOENr PANEL f SCTMAU N. D,A RIVA,MOLE .1 NA 1 AeD ON Ix AwInGNVT Q N--:D R I- •uCtUN s<AEw D.I. WAS2Y.- wGNUTa LIK-0 C. ICONNFCTS .-IN, q $ qB GC G I �ARLro.DuceaT AMEI ■ a l l Ea L] O KoHNMTYPPEE As RE {(i T;�e o1 0 eNaED � � g ll� i ij i. <ONN TWN As RBQV ANCHORS } cwmwRwmwvlbDm fild !.lST,NG CONCRETE ,Talaw BIDCX DA WOW -Mc CI fenSVAf A, SAAGNG CP HALF Mf VALVE mVEx IN ANown SPACJNG TABLE, PANEL AD)ACEM T9 ECNtss A-,) 20-31S43 M OPTIONAL EGRESS PANEL DETAIL f5 INTERIOR FASTENING a 41 fRNYKOMNARD0. M: H6 I PEO`K C ! axis ;.it I•�2.990' 2-250" j•2.250"� a094"-"�0.066" {f, 'eu Bluux" 2 25a• .LAY ,,.�. --Ip.-o 094" o.7so" 1� ? 0.094".125• 8.094" N- QD.L75" 'o� 18 GA $� m $0.094' S5�2 '•Fr i iIS 09064�„0G2' 120' ,�. TYP. TYP ' E3 -0415 375"J .D62" _____�0. 125" 2.000" � EBB .�.I x.WO" -J020 0" 250" --) 2.000' I-- TYP. 2,OW' I- W U _ 4,121" 1.180" V H• 1EADER •U` I£ALp! H1LD-DUT V I,EAOER 1= J-PIN ELOBURE n� r- il 7 rQ 1.51 I. SEG'.-11.560" 51a" 3.380" MAY 31g76"5„ 0.376" p a3r, D.376" 0.01g35 , lip. pN' yIj.,...J1��I-6.655" 0.19rL' I'��-7�r-��D.b�S" 0.19b"-�yy JH�-� r-O��SS " a.350" 1.007" 0.�J3" •1" �¢" L li H (2.SOD'PANELCWERAGE y.L� °"L11 3-"j.1.1 1 °°�L-1 0.524" 0.21� 14.875° PANEL LENGTH Lrr, D.545" ,150• $ W X GA VANFL '� DIRERIDN Q T- 0.090" }- 0.090" n� NA��rll � OOaS SDS' " -a- -!4 I1 x,00¢ �o o.ns ao.13s N TIP. TYP- T P. D.09D" 0.70D' 0.957" Z /�aa0-d1T 'P 1RACK F iRACR �'F^ F ]TRAC A K wA. EO MNaP� R ' ':J O. 1 " lJ lJ" Y'J• (2AMA0 I t o D YN. 0,376' 0.190 ' �_`Tv Z _ __ LEI ,T• d �c -DDII'l,IIXI gR M V( _ • . I T�•-5.000°0'.i1W25"-�SrtD 3 A, G Be A.� �•:iPyn�.l''i1 "F' ANGTE - riUat fIX7EN0ED1 � 4z�C OVEERLARLA 1.`i uYc%1-w[oitArlP VL P t -.CCth ;v 4' Max. 1 25' MAx. O.1B8"J > .Ere �,25'MAX1(SUD MAX. �Kw BUILD -OUT r o-u ILL d WMI YOIH I.1 ,S 1Rr Urn DISTANCE ... A r 1.0110' a EMBED Y.a9's 1 DOD" m� _s Tc3 P-, s a s HISS OVERLAP 3.820"M P K MAX. �M q 25' MAX. _ V A Hl, .., uT sal M In d T 1.500' MIN.' 9 a nF�SI nfARNER CLOSIRCE DETAIL C s f..,. N � r�� 7ia /1 TMPMWMCLOSU0.E DECAIl n--r. -r.J �I jj U' x.T.S � 11 H Ilia ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS a 12. S' D.C. Mo 1 - F��®I13'LIdJ®®I�' - ®E>ffi9cm1�lmmmmm mm ISM®■®[18•sIf[Br _ %/1 ! r /%/I �DaI'S //ram® l/ �[�'■i ri /�//,2I MOM usI - E��K}y11111 lip 3/ 4- EDGE DISTANCE rr n4 I' MAN olaiae ANCHOR PRL53YRL T1Te MP o-Ir .,Pro Ln n w x• >,ACOMA 177►E II COIN T37L CS C2 C3 C4 EOIIN TIT! C1 C2 C3 C4 CS C2 C3 C4 LR" . r EMBED 33 . rW 41 48 52 T2 L2S 160 160" 109 125' 3 60 16.0 75' 2. 1 5 Sb 6. " 16 0 0 7 12. T 18.0' 16.0' 8 6' IL 16 0' 15 B S' D ]2. T' SB D 14.B 6. " D 12 5 16.0" 16.0- 7.5' 12 S 16 0 141' 6 0 12 S' 1 d ' 6 0 1 .7 6.0" 12.5 12T is a- 16.0" III D' 14.7^ 6.9' 60" 12.5' 12.S" .a:.'. f60 14.7' 6.D' l47" E.- 12.5 12.5 4 T' I6 0 1 6 0" 14] 16.0 6 0 O 'I' 1 1a°CM110N U 33 L•100DSCREW 41 46 32 R L25 160'160 10.1 12 S'160' 11.1" 70" 725 16.0'308 62" 5 t2 1 6 0 11.1" &1 12 S' 160 97 5.6' 125' 16.0" 9.7' 1.6" L2 5' 12. 3' 12,S 160 120" ma-11.1" 160' 9.6' 7.0' 64" 5 6' 12 5 11. 5' 1 .S' 2 16 0' 16.0' 56.0' 9 6' 5.6' B6' 5.E. S ' 96' 6 12 5' 12T' 125" 36.1. 9.6" S.fi" 160' 96 S.6" 16.0" 9.6" 5.6" 1/4'a5-V4'CH BCD 33 TAP CRA'CFAS. 41 4B 72 12.5 160' 16.0' 125' 16.0' 11.5" 12.5' 16.0' SO2' 16.0" 9.2" om 12 5 16 0' 113' 12 5" 16.0 9 2 12.5" t2.s 16,0 11.4" 12.5' Sb 0' 9 1 ] 2 T' • 9 ^ 16.0 .i 12.5 12.E 16.0' 10.5' 16.0' 9.1' 12.5' 115' 160' 16 U' 9 L' 9.1' ]2. S' 5' 12 16.0, 9.1' 16.0• 9.1' 7 lU' . ' fT ENeED 33 41 WOOD BU5NIpcyy 46 5E ( I.T1 160 8.6" 7.3" 12.5 15.5' 60 51' 12.5' 13.8" 513. 45' IZ.51d 18.0 7.0' S.9" 12.E 12.5' 4a4P 4]" 623' 124" 4B' 41' L25 154 59 S0 62S' 1 23' 47' 40 6 25" 32.7' 4,J 4 0" 12.5 4. ' S.5' 1 2 4 7 6 25' 12.3' 4 T' 4.O' S 5' 2 3" 4 " 12 4.7' 0 6.25 12 3" 4.7' 4 0" D 25' 32.3 4 7" 4.0' 6 23" 12 3' 4 ANCHOR NOTES: I. ANCHOR SCHEDULE APPLIES TDALL PRODUCTS CERTIFIED HEREIN BUT Y ONL PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2. AN ENTER CHOR SCHEDULE BASED OIN PANEL FASTENER SPACING. THE EXISTING STRUCTURE ATE MRIAL, B ANCHOR TYPE SELECT CMGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAMSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR 1DENTI FICATION QF CONNECTION TYPE). 3. "PAWL FASTENERS" ARE STUDS USED IN CONJUNCTION OW UNCTION WITH ALL MOUNTING EXTRUSIONS I.r_TPACK, STUDDED ANGLE, ETC.). USE 6.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR ALL'H'- AND 'U'-HEADERS (INCLUDING BUILDOUT CONDITIONS) 4. ANCHORS SHALL BE INSTALLED ill ACCORDANCE WITH MANUFACTURERS' RECOMMENQATIONS S. HOLLOW BLOCK HOST STRICTURE SHALL CONFORM TO ASTM C90 BLOCK. 6. MtMMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFERLOADS TO HOST STRICTURE. S. OCONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY FIELD VERIFY THAT FASTENERS ARE INTOADEQVATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. I.D.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMIN G, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2" X 4` (MIN.) WOOD STUD (%" EDGE DISTANCE IS ACCEPTABLE FOP. WOOD FRAMING) WOOD STUD SHALL BE `SOUTHERN PINE^ G-O, 55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. I . REMOVABLE ANCHORS ARE: DEWALT PANELMA - TE ALL FEINTS SOLID -SET 8 BRA &ISHndG. L2. MACHINE SCREWS SMALL HAVE lJ2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 13. MINMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OROTHER WALL FINISHES. 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. I5. * DIRECT MOUNTING CONDITIONS- 1 6 LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET, 9J Of _20-31543._I 9 W U) U A) O W C CL OR .� � C � C Q. O LL u O L.L 0- /�\� 7jA ZA OFA ism I� ff N N a NPill N I*- O ) co � WX LL a V O (U Y cN` W ^` L v CW C: = Q M rr� 11 W W 3 w QL Q M r O v ,{ - > ` Lam' rW i is f /) V I O U) CDL (D U O U ■ C� M W LU C C Z Z Q J SHEET NO. SH 1,5. e R