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HomeMy WebLinkAbout6543 Bar S Bar Trla 3 -v a rn L0 LO cn� 0 .G 0 0 0 O to to c) rn v V) 0 to to a L LO cn 0 ..0 c I— Q ii E a E O v c i Er 0 UI y CD 0 a 0 O 0 2 t� L 0 0 r3. LO O 0 m v ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr, Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr 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 orA,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 Galy. 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 RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO 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 Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL 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 Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered 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 Block 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 ML or M.L. Microlam UNO 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 or VTE 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 EW. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. 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 Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. 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. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 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 12-15-20 4.3 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. LENNARISM 1791 Al 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN W cv 2 INTERIOR ELEVATIONS > cm 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS_ F1 FOAM DETAILS CD 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO 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 PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. t 0 0- - 1LLA a� a 0 rt.i a F.— o 7 N H la O i N- G tp Q C'V at r C E. - a tortfll i _ �V \ 1: S Epp y� cry , r ae J 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. W vE a N 8 0 N O Cr D Lo 0 5Lo� 0 Z 0) r- Z rnF- �R is 0 ej fM # , Q C J w W o_ 0CN � �wLL Z N : Q' 4 tY c Zo W o g � O W � °' T. IL ,° N Z Q F CO IL ZN OU 0 W ❑❑ U Z N M o g Z � N z o � J — M � o � o0 w O yy N U � w J 1— — E L i U W U o c co co N 0 ®Q Ol ti o co M z o z GO w� Q O z� Q N dE E U �z Z Wa ca I— r6 xo o° O E N L ao <z wn rr2 WZ rr� C � Z Y W m0 Z , Z�W - J Nm �w manmw Z 2 Qo a Q W o m >O a LO rn m CD (a CM r � � J �L 0 m LO ¢1 O N O OD N TLO Q L r � Q o Z Z y E r U @ c a E a? v ¢ (a c c JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. _ V C S 3 r LO '0' v Cr .G 0 0 J o to co I A a L0 O rr 0 a J 0 I L r C 3 tE Q C) S. E F-- E O x v v c a U 0 U y N 0 i LL. O 0 U J l 0 0 5 a LO L a 0 Q m v cn 0 0 rr 50 - - - __ ��■■■■■■■■■■■■■■■■■■ate■■Ia�l■I! : 1FLAT CLG. = CARPET J 121 O c C9 w LO N (7 w I o A S3 TYP @ 1 STORY 1 O� N A T G) 25-SH M , OEM BEDROOM 2 1 CARPET 00 II II 4068 B..FIBERGLASS • SURRUN• l .1 SHOWER • . •. 111110 LIKE rN� - I I I I U.: 00 I I o I d. I I I I I A O VERIFY METER LOCATION WITH 25-SH BUILDER EGRESS BEDROOM 8'-0" FLAT CLG. CARPET HALL 9'-4" FLAT CLG. CARPET OWNER'S U)= TIL T N j CD I SUITE I " TI L E Ifi ( -� - --� 8' 0" LA CLG. _ t_ 8'-0" FLAT CLG. CARPET I 216L29'a23 _5� 4„ 5 34 T o, (4) 2x4 #2 SYP c�? _ _ 'INK W DIS STUDS W/ USP S3 HTT4@ BASE ( (� I D.W. ao l00 b- L--- J �91 FIBERGLASS N I LuLu rr----------�� , ' ° SURROUND I I T H 1iJ I 5' 0" 1, 58,. G H NS N BOX @ 36 A. F3-7 � 9'-0" I 3'-8" 2'-8" 4'-3" 6'-10" PT. W OPT. D 0 i I I � " FLAT C " 2:12 SLOPE . CEDING I I r1, TILE 6'-74" E 1 1 1 2868 ) I I 00 0 to / PATIOi Q T FAMILY ROOM 4'4° �VAULT. CLG. CAFE Air - CARPET VAULT. CLG. - -- �- - ' 30'-1 CARPET 1 4 -13t / w ON w 0-0 0.0LU - H.B. T-0" 21'-5" A 37'-8" 35-SH 0 59'-4" 99 1 2668 1 13 0 BEDROO 4 8'-0" FLAT CL . CARPET T-0" 9'-84„ ro 40681 B.F. H 2-CAR GAR GE 8'-0" FLAT CLG. EDGE OF SLAB 2" IT BEYOND WALL 6) DRYER VENT i THRU ROOF 20 9" 4 11 I I 11 I l i" IU I � fLLi I IQ�I III 11 I ICY I I ENTRY I 8'-0" FLAT CLG. R&S I I I I I I I � I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L____ __-_--- I SU) �U) CY) O w S3 169 N HEADER SCHEDULE SIZE REMARKS kHEADER (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 1�6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 314" 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 182X252 S.H. 13 20X38 182X37 S.H. 14 20 X 50 18 2 X 50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.M. 11-12 271/4X26 21 S.H. 11­13 271/4X38 26x371 S.H. 11-14 274X50J 26x50 S.H. i H5 27 4 X 63 26 X 62 112 S.H. 11-16 274x72 26X711/2 S.H. 22 37 J X 26 36 2 X 25 1/2 S.H. 23 37 J X 38 J 36 2 X 37 3/4 S.H. 24 371X50J 362X50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37 J X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 2 S.H. 33 54 X 38 52 4 X 37 4 S.H. 34 54 X 50 52 2 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter 102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.6 / -29.1 OF +26.6 / -33.5 �G SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION - Al 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 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 E FLOOR PLAN �' E L E V A 1 All FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4"=1 1-01r GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED c�a c� C' 4 c L .'O c r� o co E., N m N.:.. - o cxL. d CD o s c ? 3 to 4a? ca'a d j. c E o ® C-S J*n� . O .4 car,, ` P• � � ;�' S rIe8litnaIn0 a � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W d v E N U 91 O p 'IN0 00 m 0 C9 N m G d N M , # uL u- u, Ju_LL ' a. 13Z - d a t mC z W =5 m l_ 0 0 1 W r°02, m LL Z J co M Z Q Z N O3 o W 1:1171 V M Z N (h og 00 N z � � � Q CL- n N M z0c� o LL +� � _6 � V Qallift 0 W U W J mink, r- - E @ a}y.. U o N c u' s • ® 0 o C.0 w COo v ¢ Z � L E Z O } N CD- E Z0 o a UO N H MO R< o U O � N L ¢¢ O ? ro (1� Q a z oY w 0 m o z of z a�i J Nm �w (� C/1 }� ¢ Z zo U W �w oz J C7 F o UJ � ° IIIIIII� V za a 2 0 = �(.0 J U) m Q 0 O � � M C O Y Y W m ¢1 miIii 0 N O N LO Q r- U') r E c o Z m Z E r co c d Eig U 'a p _J JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. 1 UA Z &_i 1 PI. I.. 01 .III 11 1 i -- I _--I I ITT._-- - __�- 1 1 � I I 3 ,o a rn r` LO v Cr co O O COO O I N Q rn L0 LO L v En 0 0 O O co CO O to to i O Co O c 3 Q 0 CL1 E E v c C J cn t7 0 0 C? U ti U 0 0 U J LZ N 0 0 0 0 a cV 0 0 v cn DW KITCHEN ISLAND VARIES U) w a MEDICINE CABINET VARIES, 2" LESS THAN CABINETS BELOW le 1 101 XF- CCI.- OE Oz ILL LL COS CND 1 _ MCN (y) i MM KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER ICE — 0 CV FIN. FLR. 0 M 0 N 0 0 CV OPT. REF. T T N 0 1,Fr*;W i ac NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL I SHWR. CURTAIN ROD SHWR. HEAD TOWEL BAR IN TUB OR SHWR. Dr SHWR. o �_ VALVES C° SOAP C.0 = DISH 0 1 Q M O TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS cM OWNER'S BATH SINGLE ROD CLOSETS / LAUNDRY IL 16" FOR LINEN 12" FOR PANTRY MIRROR 0 ao O n 0 0 9 BATH 2 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 O FINISHED CABINETS - o COUNTER TOP 11 30 H BASE 00 LL LO LL C° 0 2x CL L 00 FRAMING 1 1 1 /2" GYP c? BOARD — T FIN. FLR. SHELVING CABINETS - 1'-2" ro 0 0 1 - T CV N CV FIN. FLR.. o 00 0 00 r h ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS I SCALE: 1/2"=1'-0" 1 C%j r _u W i O COS. - -_- C Cz V N R1 r4in tU.O m CD _ 3.. cc 0 �0 W/^�, J r1` nP vaLv4 _ vvv p,,� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NJ W v E Q O N 8 p � N� 0 RA F u YI C") r—r'- # of M v LL �Q c W LL W M J 4 lL W a c 0 Y 0 z i6 c -, � Y @ O O W _ ~ � 0) of ( W , W LL'@ �M Z d r� N M r (R O U Z W Z NCOME= M O � z(C) Q S a � z LL v (D o �Z LL M W � U � � I>Ln C) Ly N ytv) 6 r— c'n LLr c J _ d I (i 0 C Cn 0 Q m N � m r` C �w M M N Q z Q ,y QE O zo oo E >N Z E V M c0 L)0 o T �¢ �_ ¢O � o�Wz Q L °do XJ m0 z �O Zz 0, 30 Q a cw o �Z w <� =3 7 ;a nj o CD V- 0. M a F 00 3 °O 2 �C J LOIM LO M 0 CL � CM ¢I 0 N O N LO r L E 4 c o Z 1a T N c a U Q c JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. 2 FIBERGLASS SHINGLE INSTALLED F5 AS PER MANUFACTUER SPECIFICATIONS 12 5� 1 x10 SMOOTH TEXTURED BAND 2'-6" a� FFJ4 12 5 FRONT ELEVATION — Al 13'-0" RIDGE VENT 12 5� 25 SH 25 SH F.FL. 12 �5 RIGHT ELEVATION - Al : 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 c� > LLJ O t 0 cc CZ ' >. CE C E �o 0 ii'll.; i)�y .+v 41 FLo i OFL SStW- �\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H Q v (� ro c' S N E N O Q �R V % LL N M V J J W M LL. W' p- --o- a � S W L e 7 N C4, O Do: Z LL c°n�pj°' Z Q M 0J N dU o Z W ❑ ❑ U Z N M o 0 Z � (0 Z Q J � N r V)^' M v W 0 o a-1 � cn Ly m a a [� U 0 N LJJ o C w U 63s = t c Q r- o w M M w Z Z n o E V s- <z z4 °L CU f--- CIL X o � � 0. 0 OZ O 0¢ o E N az ¢ WZ �W a- r6 G - z Y m m� F p Z w w Z a�i C,)J m 2� 03¢ oaw ZZ go Q � a ww o ¢MJ CDa= CD oI¢� �� J LO V i m �—� N � nn11 i Q MO C CM O Y W m L O CD r L r � E w E o Z f6 Z E r U) E d U J JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. 3.1 ON rn n LO Ln ID Cr a J CD cD 0 I a rn L0 <n Q Q 0 O 0 J C 0 L ;v 0 .c C Q N i a E N E O s 0 c N t:_ Zo v c 0 vl N avi 'o i o: 0 U J N r7 N O to 45 0 0 a CV N 45 M 0 Q m SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS —� SHINGLE OR TILE ROOF PER 12 COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS --� 12 5� i 4' OFFRIDGE VENT REAR ELEVATION - Al 13'-0" RIDGE VENT 12 :Z::�15 LEFT ELEVATION - Al SCALE: 1 /4"= V-0" HEEL ti N IN General Dotes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved, (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 `n• '. c 0 c,, % _ d� o c/) cc V CV �- M_ N. ,Qcc w d � CD a 3 Cc 10 = d d � c y o ©,. y • J0. w �,�i• '•• C���°`® F L. Q Wit,, •,�• '.'* �, ••......••• ��. O F S 10 ,tea E S ►if!!14lI1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W cE Q O co O N ® r n J N �Mv qt w Q J LL LL LL i t� w a 0 Z m' v U) tco o = o aP (V ' ILW 05 c_ Cow Z toNz N Q U v W ❑ ❑ N (h z � � Z o J - N M N Z ro � o U �+ O w o �V) (a r- in U _� LL, �— — E 8 t � ®0 U o c C d 0 N I� o w M co ¢ 0o Z a J c6 E o p N ¢ N E CL 0Z, oLL Z® ❑CU a F (6 O E Nwoo X� OQ d 15a .0 O< Z WW ¢z M U) . Y U N Fa O Z Z J <ro Q W co O¢ Z�z U <o a wF W U <o g! >O mi o w� 0.O a LO '^ m :co co Cr O Y m m LO T� ¢I N Np N LO L rt m � Z Z E T c d U � Q p JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. 3.2 _ r , Truer ��ir nr ii � fl.,.it ] -1- � � ll;ii I: ,d n r- -- i _ f _ Tir; 7- - r VARIES 1'-10" 12' CAP CAP T 2" *NOTE: iv N FOAM TO BE USED 1" RADIUS M ONLY WHEN 31/2" RADIUS 1/2" RADIUS cp 2" REQUIRED BY COMMUNITY r^ 1'-54 Mla 1 00 SPECS. IF NOT, l iv 3/4" RADIUS a 4 C° DETAIL TO BE 1" 2" OPENING VARIES 2" � 1° 1" LU o u Zn BUILT W/ STUCCO. 1/2" RADIUS fl-cr N EDGE OF 1" 4" VARIES 1'-0" m x c71d' SIN VARIES LL a. I" Cl) 1• OPENING 1'-4" V. N 2�" VARIES "' `4 d r N cq 12„ VARIES N 1„ 1 �„ 1„ o .. -t .TN - 1 1/2" RADIUS w 2 4" 4 42 2 1/2" RADIUS 3 „„ 4 4 cola _ c'ily _ - Ch IN VARIES 12 32 11" 32 `~ j„ 2„ 1° 1" 1" BASE • BASE 3„ 2 SIN 4 / N • N 1 N M N LfS 12, o *NOTE: VARIES 8„ 2„ FOAM TO BE USED CO 3„ ONLY WHEN REQUIRED BY 1'-6" COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE 2' BUILT W/ STUCCO. EDGE OF ki —4 - r7" 3 OPENING 6 To the best of the Engineer's knowledge, information and belief, 1-1/2" THICK 1-1/2" THICK O the structural plans and specificafions contained within these N drawings comply with the 2020 Florida Building Code - rn 4" 10" Residential 7th Edition. Engineer's signature and seal is only for Lc> `v 10" 6" 's - the structuralengineering portions of the drawing pages bearing Engineersignature and seal. to 24„ N y 'v i fh O O 6 UjM W am)N O 6 (� N W J CD O KV If _ c0 cU M Z °� a ii„ 2„ 4„ 3„ 2" 2" ` �MN Z co N 0 d J 0 4 6„ w ( Liji W 0g�� x 2 N Q Q N� �Z J I > > K Z o� 0 o WLO ❑❑ r to 1-1/2" THICK 31" v M 0 24. z o _ _ Z m 2'-4" o 'la 1'-10" T 52 1 5 52 N o 54 1,�„ 3„ /� 0 0 to 00 /N�� c JIe..�I N W _ O IN LO I I O 2 c/7 v la % W Itoa" 1" 12" �- VARIES VARIES �0 LLI $ N �y N I �N LO `V N W - � - o VARIES VARIES CX " 0 1� ti 4„ 8�, 1„ � 32' Q� M Z 3-------- E _Z n ?� Zfl 3. 6" 4" 50. TKETONE F11 0 KEYSTONE F11 o z R � ONAL OPTIONAL 9EQ�-FCut —rao0I o44" 'O R73„ 3„z C1 N o 'W�z GARAGE DR. OPENING 4" 3„ a 4" WINDOW OPENING 4" 4" _ @ m& 2„ NOTE: � Z C O Y ° u S¢ ° E • INSTALL e VARIES EM • LOOK & SMOOTHFCL FIN. TO HAVE TRAINISHAL W <o =~ oz 3 • FOAM/ EPS MATERIAL IS • • J cn ACCEPTED A � w� >� -2 18 a NOTE: < o • FIN. TO HAVE TRADITIONAL LOOK & 1 s 1 i 2'_1" 1'-4" .0 0 1H FINISH 4, 1 64' 14, 12„ 0 2" • FOAOM/T PS MATERIAL IS ACCEPTED co 4„ 3,_0„ 4" N Q 0 U 1 „ 101, 1,_4„ 101, o iv O N °° a� —� O N m m LO N N ( O O N i^1 t� N co ,^ .fQT • E z 00 O .a. U O y O�. M Fn :— c E lV O .. •pSla J Ca C- U 1" R7o., ;- 12, JOB NO: 22-06460 to 1„ SCALE : AS NOTED SHEET NO. N _ � GENERAL NOTES: i M • < • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH 0 --- — — -..,. ,a, �. � .: I'J�. �.11���. 6.I+i. i.. A„� Tyr, 1 ]--1 1 �.111111 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. 150AI200A INDOOR PANEL CENTER NEMA1 150 AMP/ 200 AMP to lights & outlets to appliances and GFI to wH Range HVAC MO i 50=2/0 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND SERVICE BY POWER CO. INTERSYSTEM4 Vsconnect, Bare Cu Ground BONDING O GROUNDING WIRE TERMINATION PER 7f WITH CODE APPROVED NEC 17, 250.94 ��J// CLAMP PER 250.50 AND 250,52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory, 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) [C H CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT I I Z'r�RJIV ///I I / I / I I I VERIFY METER LOCATION WITH ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" m cv C. 'O d � C � m 4 A d a� w io y w, o 40 �r T , c N N 0 N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. UN W Q 'It CEj 0 co ci d ® N Y 6 c: O N 'D r 9 7 r r Q 0j M V C J J LL LL LL LL w d Lu d Z11330) it�'@N� W 632-o. 0 m w Z I IL L (4 Z C N OU < U W I] 1 Z N (h o O Z93 N Z n Q J d- N N I l:/ p 1.1 ' W U OLU o N � monk v W f� J z L _L. N U O N c u' Q Op Y O ® 0 ti o w Ic C13 M ¢ zo Z Q � ;= o 00 w� Z® oa F— @ XO a s 0O E O ¢o o ¢o rL a 1W ram+ L- =3y co C Y U m� O Z Z - C J O a" Q W �z vl oa go sZ a mw ao �- a� =3 O O O co w `o r a= o I V z¢ 03 LID u J rn N Q C0 O c0 co r J O m m LO T 4_j N l .Q Ir-N LO ai E ;Z' c o Z (0 Z � E T N rn m c c Ci Q p J JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. 4 1 ATTIC VENTILATION CALCULATIONS -Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT, SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 13 3 Floor 2276 2185 312 1092 78 546 609.0 195.0 414.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) c%j c� c C N W C%14 o a o Lib `6 co roc m c;% .- s 3 *` d CD C% ar ao c � ao �o 0 J ¢p.rp iw y.. N a. _ �; 4«S :.a6t 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. V) W EE N O cli8 0 V � N 0 0 y 7 u1 Cn l» 04 0d. # W N J Q J U_L- W a r 0 C^cJ yZ L ibl ``� W o W z LO coZ Q J IL� N O U v 0 W ❑ ❑ M � Z CMV M O 00 z N Z t- � Q � J CL h. M N g C9 0 cr7 LL W O w o �N in (� o' U W J *— — E m t � U o Q N 0 4m o w COz M O ZZZ J L.L Ce C C ¢ z 4 Z> Q a U o ¢a Z oa w0 N � � X U o0� a 00 � U N fo ¢ W W i o rp C z5 OY U O ' Z _ J m � Q W In F W 0< Z Z go Q S W ii a N W v �a a �k z o o O FIw ii � N O L N m CL O (ID M � M C:)W '�/^�J CN m L0 Q� 0 N C:)a N < r lM T E ; Q o Z cc 3 iii E cc E a ai c a U ° Q p JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. 5 Cm LO 0 0 M O O J all 0 i 3 a LO LD ID to 0 0 0 J 0 I LO ID 0 C cn 0 .�i Qf C a N N o. E i2 a� E O x L 0 J fU r7 U N 0 ,o U J 0 LZ O LO SIN bi 0 0 a chi 0 M LO S Q M m v Co 1 1 59'-4" VERIFY METER LOCATION WITH BUILDER 3 -0 +H,B. AC PAD �------�---- ------ -r I-tt-�—N----I-- — —:--- I---------F-----------� C� 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN I ; ( VAPOR BARRIER ; ■ (3000 PSI CONC. SLAB FOR I SO.-0" HERNANDO COUNTY ONLY) 13'-54" CJ 7'-2" CJ I { Cl) CJ CJ 10 o? d - - - - - - - - -- ............... Cl) 50 o'-o" ................................ Ci I i TCi TCJ TS3 I o? S3 I (2) #5 REBAR VERTICALS in w/ 118 : I (:: FILLED CELL A. 23'-11" 2'-10" 4'-14" ��� 1 I 21-61, G I I o 1117- K 0 T dN I S3 _ _ 51NK w_/ DISP _ _ r 2'-6"x2'-6"x1'-0" CJ D. W � 117 — — — N W/3-#5E.W. ::I KITCHE ISLAND II IIII II r, III I 1 1 }I j IL S3 1 ! — hl • LOW WA, I I III JL JII I C ASE TO .I............ IL-_--�L= =--J IISLAND II ____�____--- J { 1 : {} r �I EDGE OF SLAB 2" BEYOND WALL S3 ,.L — —7 - ---------- L--===_--� - - - - - - - q a '- r I L-- — — — — — --� i CJ-I CJ CJ CJ F II��� II: I N I 4'-0" : G I S3 I I I II I �P I i OPT_D _ 5'-4" 3' 8" T-8" _Y) SLOPE 4'-10" I . • -3 1 /2" —' 1 37'-52' I 121'-24" 32'-84" 4 88 I �3 1/2"PROVIDE In - `� 10 I L 1 %" RECESS I FOR SGD. REFER TO I MASON'S SLOPE FOR I HVAC I CHASE ' • ' • ' • ' ' (2) #5 REBAR BASED ON W � VERTICALS w/ in S3 LOCATION FILLED CELL I WIDTH 10 I; } :!AHUCi TYP f �------- —------- - ■ • I INDICATES FILLED CELL w/ 3000 _ CJ CJ N '' STEPS AS REQUIRED PSI CONC. GROUT FROM FT. TO 0'-0" I BEAM W/ (1) #5 REBAR VERT I -0" I_ „ 3'-8" 2'-4" 6'-0" 1'-10" 5 cD01 b ' PER FIELD CONDITIONS I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. is TOP OF CONC./ PAVER TO BE 4" o d BELOW FIN.FLR. -3 1/2" SLOPEV 10 I DOWELS 5" EMBED W/ 25" EXT. "' PROVIDE %2" x 9 Y2' `I 10 ABOVE SLAB GRADE 40 STEEL RECESS FOR FRT. DOOR .................. ......... •■ • . .■ ... ~ . ............ 4 — • •■•. ■ ■ r■. T I S3 S3 2'-6" x 2'-6" x V-0" TYPW/ (3) #5'S E.W. 5'-2R" 6'-0" 2'-9" 5'-2" 5'-1" 6'-4" 4'-8" A1411 15' FOUNDATION PLAN MONO - ELEV-Al NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z w `n 0- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS ., . ,• ,- REINF. SEE FND. FOR s;•; QUANTITY ;: ;:" #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. . ' :.':'. ;:'.: , ::. • : ""Alternate: The reinf. bars shall be ry f ,; • `, • �, ,: ,, • �; ,: • cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N C%ACj- y u�l C!2 C:' r17 c m, C'j -moo y C.7 c0 41 +. c a =Q cc Cu T c ,o o. `, i pp k �.A ldrte L4pL.P d{ xE C kd To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, N E o M8 g 0 C9 N N rnrti Ji MCD v � co LL LL a V Z —� a L 2 v o FUN�O W 00 o,rn M Z Q IL bkZ Z N OU v W o0 z N M o z z — N C) N z N c� o 4 fC5 W O—� W SOft Lr) c N c11 c� W J r- - E — 1d cg 9 z z Q r� o w Mza z c6 E 8 E: �� W ~ a Z� oa C6 . Qo w� Go CL O X U z W U W z N o 4 L ro C _ C O o U m 2 ° oz z F z <W } o ¢ z a o LL z W �z Jz a =F J o co m _ > a r cl za b3 °O = > J L[A) _ / LO cc F O C0 M 7— M � O U) W m al N CD N 0') 00 r T w ? Q 6 Z N z y E T c a ai U Q O JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. 6 ___ _ _. -- __. :V.ir.::l — w I- �1.------------ r ENGINEERED CLADD CLADDING WIND PRESSURES ANDOOF SUUCTION'S GN FOR MOEAN WABLE ROOFOHEIGHT <_T 5 ftND 16 R RSH /IND SPEED (ULTIMATE) 140.0 MPH /IND SPEED (ALLOWABLE) 108A MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:121 a=oft 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: 3/16" EXP. 1 (24/6) or 1%2" EXP. 1 0�/16) TILE: 7V32' EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 -Y8" x 0.113") NAILS Z. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1732', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3: GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] (2) (2) A A A S3 "Y" U U U U U U 1>,� CJ 1 CJ3 -- CJ5 A.............. b C a CV Q > .r— Q > Q � ¢ . . . 7 : a : l> :� M :4 • V" C~6 Q F_ W Q n m 1 1 r� i r 1 CD m LC) m et m M m CN m _ m .. WT I . '. M 7 I CJ31 I W I I N\N CJ31 CJ11 U v yJ�j :: D I X : G LU C3 ' w L CJ5V CJ3V CAA EJ4 CJ3 CJ1 (2) A S5 A A V P S3\-C CJ1C CJ3C CJ5C A S3 CJ5C CJ3C CJ1C 11 ti 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 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2"& 8-10d H FGTR 4725 3400 wl (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" T►TEN HD ACHOR BOLTS RFUS 7100 --- wl (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 Hb3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. _ T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY ILUGT2 V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & 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) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2=0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (6) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS Ell w0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYR AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER—J (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=V-0" c :6 > W LU ©-oa C= o ea c. c.f ,7 m--o-•.r c y -C, - m fJ Cif o_ Cc D o. W C3 0 I- 4. e., C,3 CV ve .f�� iS't�xf�"o�A.a eeoae' zz 1. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IA d E O co $ i� o 0 C? N M V # LL 1� 0 CCULL Lu Lu Z Tern a cc C, W o ILN NZ Q r .�� N O U damCLL ° U W D❑ 0 V M Z N (h o z z o Q J -- M Z �-J il, � U w $ U 5 a")) Lv U9 N ¢ N e ®Q O oco w _j zo z � Ea <N I? ❑a CL xS 0° CDroCN a ¢z ww I'- i ¢w a o .0� to C/� U F Z O. ,5 a z ww w o w �o Mj O co °zI< ° F 3 2O = > CD J rn m .—�LO <t C? 0 :3 C) M 0 M ••a m 1 O al CN N CD N LO CV) 1^ � E c O Z m Z v T N c a E °�' 0 _j ¢ o JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. 7 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 1_/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 0 O O.�•O O ,O 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T © 0• 0 O 0 8RF14-1B/1T 8RF14-0B/1T © O 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/lT at O• O O•.:' O 8F16-0B/1T 8F16-1B/1T O � O O 8F20-08/1 T FORM & GROUT SOLID r LLI 0 #5 BAR CONT. 8F 12-1 B/1 T 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 J 81-16- B/1T U a ib tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #S REBARAT MIN. TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL - q d d 0 d #5 REBAR AT TOP _ ° q .M.U. w d° d MIN. (1)REO'D - ` 1-1/2"CLEAR J Z ° _. d dq ° z GROUT C.M.U. 5 REBAR AT = m w ° O BOTTOM OF a U)? Lu o LINTEL CAVITY Q U O V) OTTOM oLtiO� REINFORCING PROVIDED IN Q ¢ rs oo _ z a tj w u, > > - 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL ¢ _' r1 cNo 5 REBAR AT BOTTC (VARIES) U) Ln tr a C%- n AS INDICATED MATERIALS c precast intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" 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. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the 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 1 Ill ITS[ T l - - _. - I I -. F ,.: i_ 11 h'i 'Ili. I; L 1 11 ci.-_Lil _1 O 5'-10" LL O O 4'-6" LL 4'-6" LL O 6'-0" LL C 5-10" LL OE MIN. 17'-4" LL LINTEL PLAN - E C. fL_ C!> r 2- � R X co c'ti a to ; to O �-• cc m _ar am X m.¢L c S CP cC � so u � �qJ rs o ,a. �l`ts bF6�Sy pk p'v" �` • ell ' eyF ,d ; yltii C. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W QNS E ci CJ o 5 rn m rr N M r- 0N0� �mv #" Jwi� r1 Z -2 a o O W�2O_j6' m Z LL LL w N N Z ¢ J Z OU 0 U W El 0 Z N M 0 N Z � � NCD ZEMI (� cn 6 w a. 0". l/1 c Ln C.3 � w J E L Qj U o °� C 0 a � m S W M•n M ¢ o z U_ Q E O wo a$ ? ❑a tE6 no U 00 �U E ¢a O� M 4 CC,J ¢oo irw 9 z ym O 0 Z Z v <w a0 O. 0ZZ 4 LLLL a nw W U w ao xr r- oz r3 o ;o 1�' old a0 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, ACC-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1, GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE, 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7A ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4,2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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, (RISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530.16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD F 1 LF APPLIED VERTICALLY DOWNWARD AT THE OP OF THE GUARDRAIL 0 00 PT 2.3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM, 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1, ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1, REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 3" 1 y" y4" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) 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 (318" 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 Wl (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE It 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" E XP 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 = 1,850PSI 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 A36136M 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. IrrigatioNsprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 C ncrete over o and mortar along the foundation perimeter must be removed be�ore extenorpso�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewails. 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 byy a licensed pest control company before a certificate of occupancy will be issued, Tfte 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 VIEW ALL DRAWINGS BEFORE R E 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" 1Y/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1l" 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 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. cam► C- o j W �;. o R N-arN a cv as N'. to y, 7 Ina =¢CC c `0 0 a , CD r A C'V - 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. H Wp Q V �EQ N p pN () `� O ti 0 M ��,� Z s Q ei'13 0 C M V 2 LL N S � C J 52 LL w Ll r= r1 ,3 uj a jJ Z � y 2o W Z IL 'Ft 04 0 (n N Z Q J N L= Z . . OU W ❑ M � ZM .- N M o O ;2! z o � Memel J N(1)4 z a a LL � O w W o W �LN U w m / J E 1 m[a U 'o 0 ¢ N sm o M M ¢ zo w z Q LL Q E V E o W O � <N ?© oa F- _ 0 N x� U a ¢ o aO �� p U G az L ¢ Zv Cn C (n J a z Y y O m m g O 1, z z �W gz !� ¢� O� S O U a W CL >, U w �0 m w o 6u =?? Ill cY ¢ zIa UV 3 J LO LO 0 m ITU 0 _ Q O co CY) j Y O 0 CV m L0 ¢I ate-+ C14 N 0) O LOT T r L W (a w o Z Z E r- E us c a U ° Q U (D JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I�1 1'I I`1. l 1- ........... .......... ::::: .. )......... ...........I......... . 16GAx1-1\2" LONG (3/4%1" CROWN) V....:::::: :: T:: ..... k r. MAX-'`. .I . ::::::::::::::: 16GAx1-1/2" LONG 3/4%1" STAPLES @ 6 O.C. VERT BETWEEN ................................................. STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" U) - Q STUB -OUT FOR 1'-0" o LO GAS METER 0 o �• U 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. 16 4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 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 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 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) x Filler blocking ° x / 1/8" gap x / x / / Nr FILL CELL STD. 90° HOOK BOND BEAM I w SIMPSON MGT w/(22)10d NAILS TYP. d GIRDER TRUSS > STD. 90° CONT. #5 CONT. #5 HOOK BAR 2X TOP PLATE BAR OOC 5/81 TORT #5 CONT. BOLT FROM FOUNDATION TO HIGHEST F_ BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2 min. 2" max } gap 4 max. i 1--_7 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2"min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N,T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. 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 higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series -Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-718" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" _1 —1-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d I.0 SIMPSC w/(22)' NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN, EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Q�/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails SECTION @INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) &—LEI ❑ 6 A 1%" ROUND HOLE MAY 6r 6 r DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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" Any 16' joist 12 T-0' I 1'-T- 1 7- 1-2Z'l T-3- 1- ," 24,e 2-11 e® 37e 14-2- 4-9- 1 9-4- S n Y) _ 16 1'-9' T-11 " 1 " 1 2„ 1 7' Zf' 3'-2" 3=10" 4-9- S-T• 6-4-7 2* 20 114ye 1-T' -V Z* 1-2" 2-0'' 3-U' 4-01" 4-1i0'" 6-11e" 6-11" 7'41" 8'-11'• 1'-0" 1 _1es 1e 2 e 1, 37 2-B" 3-7"" 4-9' 1 RAW 77 7 1 8'4' ,9-6' 101 , NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE, USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N,T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET lk� Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) ,i 111 1I I I II I I I iI I I IT _I I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR FOUNDATION INFO a STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. 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 i 0.6 X Joist " depth P GRADE ° y—REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN /�% NOTE: UPLIFT VALUE IS BASED ON S.P.F. NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION Q ° ° PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE rr— LINE NE d L .--.� °°' a 4 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 °i oa c d I -JOISTS BUCKETS SEE FND. PLN. N.T.S. SIZE & REINF. r►+l _ CIA VIA =� � W y Z c'r4 � R �X �- .n- ,Q 2 N_ � Ca =5 .a -.W �e C® p � w 0 'A�( ' V l' d !Ak - R Cv ., � O ..� O�ESSIO� 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. MM N W 0 MAMkk g 0 co 8 V CD o N_ m 4,J OD 0 c? to r'n�r--D mM v L .4 C J J u_ u W V- D - I o _Z _29 o WN(D O i m Z J J �n N VZ O U U O M � Z N co 0 0 z � U) N z `o cz0 +-� W e U _ 0 o L ! U c � J I =� _ � N Y N M o w M z� o Z g U_ E zo �� >p ¢� o_ E u ar z® g ra — x3 a: o O E N o o aZ a, L ¢ ¢ O ¢ m� -� U moo'<W Z z_¢o, u� F 5 Z go � � o< � d mw W T � w � =k ' _ w =3 ID mi o O w< >O aF v M ° 3i 'N O �(.0 J LOm ' ^ m cc �^ CD CID co T O C O S y C0 m LO ¢1 o O N r T LO w Q o Z ccC z y 7 N E r B ;� c @ .. E a c JOB NO : 22-06460 SCALE : AS NOTED SHEET NO. SN 1 3 L0 WE .a 0 CID to 0 I N LO LO ID cn Q CD O a J 4- 0 L0 0 c 3 N N In. E H y Q S L O c Jy N U v 0 vl 0 V N cz 0 O N N rc� 0 Q V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" 0.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. d TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6111 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER ° a SHINGLE ROOF, SHINGLES TO ".6 BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTMI IIIIII=ID3161-CLASS F, IN ' I—) I I I I —I — — 12 ACCORDANCE w/ TABLE ' I I =I I I=I � �I I 11 I I= 11 11=11 -Z (TYP.) ARIES R905.2.6.1,FLORIDABUILDING =I� III=II�I11�1 III=I1 III —II" V$ 11 III I II I I II II �,I 11=1 CODE 7TH EDITION (2020) u -11 RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G FI FV VARIF,AA-'N SEE TYP. WALL SECTION SCALE 3/4"=1'-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL"—SEE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS INSULATION PER 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE 'IS" MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C. FINISH 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER VittTO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR = "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE L D r M't ° y ° I °° o 6 MIL VAPOR I D I I— - z - BARRIER —II I ,r = _II •a 11_l COMP. SOIL. ° (COMPACTED TO 95% R TTII I I T I II MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE OU.N O CHAIRS TYP. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �. z �rl I I 1 1 I f't • - .T . 4. 4" 00 SEE A/S3 OR J/S6 t t ,I I I SIT FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 112" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF FEA SS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS CKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %"GYP. TYPE O @ H END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. NECTIONS. 8"x$"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS .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"0x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/212" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE n 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 n �r @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ? �31/2" MIN. �31/2" MIN. a d � o ° a ELEV.-0'-31/2" . 2x4 CONT. d A.F.F. O- n ` am= -1/2"(min.)-4" •r1/2"(min.)-4r 1. 00 c.—r�:4GARAGE DEPTH VARIES fi321/(min 4 T'—Tf,T.1T = — TI ( 11�1 III- I I I —fL� (2) #5 CONT. 4 rT�1 1-4 1 i I—rr (2) #5 CONT. 4 "t— �,I I f—I I > �r8, 8 GARAGE SLAB AT STEP B U.N.O.AMIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc @ _ rcC SCALE: 3/4"=V-0" �S3� SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4 1 0 S3 SECU�� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs �O NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C o M�NN�o a LOAD BEARING OR INSULATION PER FBC AND ENERGY \ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" "' " " � � o 5/$ x 10 J BOLT @ 24 O/C W/ 2' X 3/16' METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ 10 ( ) SIDE 1F APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " @ (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) w/ (10)10d NAILS iv S SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM ^ 6 x 6 W1.4 x W1.4 N _ ' TYP.`- 2x P.T. PLATE PER MFR INSTRUCTIONS w o END OF 2" x PLATE WWF OR FIBERMESH M e► ASSUMED FINISHED E #3 OR #4 REINFORCING BAR __ P ° GRADE - N _ D e} ° Z #3 & #Q LAP SPLICE GRADE 40 MIN. F - 40ksi a MONO OR STEMWALL ? ° D M — — — D D' _ FINISH GRADE °O 25" MIN. LAP (30"MIN. LAP] GRADE 60 MIN. Fy- 60ksi ( y ] o T�I-�TI=� m D ° o 9 - FOOTING MONO SHOWN yV - °O I— _ - LL' w -rf T=1(I I = ° e T— FOR CLARITY _ _ — 6 MIL VAPOR BARRIER —III 11=1 I I D ° .' ° I—I1113, I— I —_ _ - T #5 REINFORCING BAR #5 LAP SPLICE R 1 7/8 — — — TfTI— _ — J NOTE: • , — — *FOR BEARING WALL c III! I r COMP. SOIL. (COMPACTED TO =il - 95% MODIFIED PROCTOR ASTM T1 I I=1T�Ti— rl—I I" W/ UPLIFT ONLY _ _ T T�`,1—I ICI T�f �' D1557) •rrr � , TrT II-l�ill�llli= !ll it i111� Ili III!�illl -III-III—IIL I�f ��iil 4" V4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1`4' SLAB INFORMATION. SLAB INFORMATION. 6x6ItxW1.4 31/2" WWF OR FIBERMESH min.) 4" • ° ' � ' ' � GRADE co I _ _ __ __ _ a • — — — — IEF. -III _ _ -(1) #5 REBAR w/ OPT. ' I —III —I 11=1 ..I_SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" 2 O.H.D. RECESS 00 `" I �I � �•.' ." III=_I I � I I d . - ;'. I��fjlll •�: I�I 1 I ••�:= SEE A/S3 OR J/S6 ��IIIII111�I�I Illt�r FOR REINF. INFO. 3" MIN, CLEARANCE 1'-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P T 2x 112" GYP. BD. (2) #5 CONT. — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO N ° SEE PLAN FOR & LAYOUT DESIGN ' —� TOP OF BEAM .Q (2) HTS20 SEE ROOF PLAN FOR STRUCTURALTTIT,=, — — -- —° a; ' ° ; ,jIT�T� ° BEAM SIZE & CONNECTION INFO t 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 Tr r�r l 81' z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w `t SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION 2.; HOLD GYP. BD. w COLUMN SIZE AND BASE rM 1/2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. CD CONT, BEAD SEALANT SCALE: 3/4"=V-0" S3 • A •': INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE a'. " •A -3 1/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS MASONRY WALL AND . ° •, ' GARAGE ATTACHMENTS & 18/D1 AT 8 O.C. PAD FOOTING CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD - STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN a� (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT - ¢ > W w/ MIN. (2) #5 VERTICALS 0o z GRADE a TENSION 120#) CONCRETE SLAB > FILLED SOLID (SEE PLAN FOR — - 6 x 6 W1.4 x W1.4 c� w SIZE AND REINFORCEMENT ) C7LU 11i- d a • I' I ! m T WWF OR FIBERMESH w o — ! I, ! ! 1 ==III v !=III ct. ° ' BRICK PAVERS or SLAB PER W Cn LiJ 00 _ • • °! -! — Z _ - z a II I I= I 1-1 1— — M 6 MIL VAPOR = — I= 0'-0" FIN. FLR.� COMMUNITY SPECS " !_ ! ! —., li lI = ! _I —=_---'_ w FOOTING c — — — _ — — — — — 1= i i • CLEARANCE I�Wl I I I WOU 11 DAT 10 N (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. RIF SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG.r COLUMN• COLUMNDETAIL . cz'I-- oL . © r %y d N N L 10 � .a! •> CL) N £1 G o, S CIA ®� IRf' c Lrs o a ,�� M s :✓' F'L, a t.. j t a '�.�.✓,� �J •D.°•exee.a°'� �� °ram 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. IW- o Q M N Wt� o =1 aN1 C04 C • 5 o? rn rn�ra -1 C t Q C LL -j U 0 ,n W o- Z m c°' � O y W0�°'°' m z M Z Q J N O U U ❑ I] M z N z co z o J N M V) z a � o +-J Ua OLLJ a N U W J '- - E m i $ U o d • ®Q C N 0 o W Mw M g z LLN z�j�8 W>z°p�r� IT � 000 gOp U �a " O E az a z hE L 6p Wory�®a m� �to - c mU Oz ZF Z (/J a� J m < w �Z f� < oa Qo a 3 w § a �w W oLL 3 ��1: O C.0 ui¢ z¢ a °O = L0 `O a 0 L- H O � 0 M Ile'' O ^�Y v! m m QI 0 o O r N 1T 0') LO M r LO T E c_ o Z N z E I— In In ro a • • U == Q p JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. S3 (MONO) rn 3 -o Q rn Lo 0 .o 0 J C> CM O I LO ID 1.0 O J O LO Cn a Q i rn C a N 0 0 a 0 0 i ir. 0 e 0 vl y v 'o i d: 0 U J ,V iy 0 0 0 a LO L 45 0 a m 3 v cn (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 DOUBLE 2x TOP PLATE ( )� 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.OR4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" TT SOLID AREAS ARE ❑ 7 5/81, 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (np) SEE ELEV, PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE !, 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID TSTUDPOINT EVERY OTHER + W/ (3) 10d NALS 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, 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. L—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. D TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT O ° ° O 4 ° ° 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 IL NOTES: 10 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. 2� 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 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE i o \- r 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 SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF p�Npo� �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 'a iARAGE OOR VVVR 1 R/ll'7\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) 3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 4 /o LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. 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 RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LOCKING W/ 2-16d TOE NAILS FEACHEND FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) LU O/C FIELD Z 2x TOP PLATE co V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED k�P�ICE �10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING �-10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING p / 2X8IP.T. BOTTOM P I TE� C 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 1" NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" O/C EDGES ° 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 rR� SCALE: N.T.S. C%4 c� c, a y W ate® _ to C= .ac.% C a d ie y m v a. m o @ 1Z L; On ."D.'J% s LU R. To the best of the Enginee s knowledge, informal on 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 c E Q N O Co S N ® N n N ��° ei M v � LL a =J LL w (� w Z cc °Z 0 E -- co_ 5 O W MN`° O W ��°'°' m Z L N Z 4 J U IL Z fV d U U W DO z N — o z m N z o Q J — a U) M ^N' zC1 U' o W LL � O Ly Va) ( U) UM W R j C '0 Y a N e . �� sm o w M M m Z ps Z E z4 oo >� <� R 4d E � Z oa t^ �O X U �� 0�O 0 U O C E N d 0 ¢o �a S, a Z rz � � �m Mo zz z -j aW Z oa Z go z a w 0 W c� � �� F= Jz L~ >O o w< ar za °3 NO = LO LO Q c� N O (U M r :3 O CM J Y . CD !�^�� v}J+ m m LO ¢I o O N Q Lin T LO C O z cc z :3C) N E a E ui 0 � Q re JOB NO : 22-06460 SCALE : AS NOTED SHEET NO. S4 3 Q LO D v N 0 O a 0 I a LO Lo 0 _ cn 0 C> LO I LO cn 0 CI Q O E F2 E 0 S v c J t� LO U 0 v iu 'o i CL c0 J ZZ LO 5i 0 0 N CV O \ 0 m v cn 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 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR 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 9 IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, RI DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 APPROX. 8 FROM RIDGE FASTENED AT D T MOISTURE BARR E @ $'-0" 0/C. o EXTEND AT LEAST 90 /o OF �- DOUBLE TOP PLATE 2"x4" CROSS BRACE EACH JOINT W/ 1 "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM & (2)10d TOE NAILS AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. •• LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2,5A w! (10) 8d EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR 2 10d TOE NAILS EA. @ '• BLOCKING 2x FRAME WALL (SEE WALL GABLE TRUSS • • 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W! 10d 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.C. 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" 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS 6 O.C. @ AND 12 O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD T THROUGH CHORD -0 GE10d EDGES AND 12" O.C. FIELD (2) 16d NAILS "T" INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2) 16d TOENAILS 2x4 ON TOP OF PANEL If 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HEREI 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/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 10dx3" @ 4" 0/C @ 48" Q.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SIDS SCREWS TO 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 4 MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odxl 1/2" NAILS AT 6'-0" 0 C MAX w/ MIN 4" EMBEDMENT IN KO BLOCK - INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" 4" 0/C @ TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL77- GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER I R 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J SIMPSON META12 w/ (7} ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SLOPE OF ADJACENT TRUSS FASTENED WITH 3 NOTE: IF EMBEDDED 10dx1 1!2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH ) STUD WALL (SEE TYP. SEC.) ( ) GABLE WEB 16d PER SIDE STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24,, SECTION 2 SECTION 3 SECTION 4 �� �� WEB, USE MSTAM36w/(7} O.C. MAX) w/MIN.4 SCISSOR GABLE T BRACE 7 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 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 TT AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR Y f IF >9" SEE 10/S5 X-BRACING, AND TOP r `" SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES _ 1/ (2)16d NAILS `° 60 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" % IjVRIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB BOTT. CHORD FOR 4 10d & (2)10d TOE LENGTH (SEE TABLE) TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d GABLE TRUSS AT EA. TRUSS JOINT 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED SIMPSON HGAMIOKTA —i —2x4 BLOCKING @ 24" �p STAGGEREDO; OdRCOQM COMMON WIRE NAILS OF STAGGERED 1 COMMON EQUAWIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. (4) 1/4"x1 1/2"SDS O/C w/ (2)16d (D = 0.207 , L = 41/2) OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD SCREWS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 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 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. ct 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING W/ (2)12d 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 8 SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SCJ IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 12" ISH SCHEDULE XTACHMENT SYP BLK'G @ 16" O.0 I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Old X0.131" @ 8" O.C. I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 ALTERNATE NON -DROP CROSS BRACING DETAIL J GABLE END DETAIL 10 SCALE: N,T.S, S� SCALE: N,T.S. 55 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 J- J. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 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. Srj GABLE END BRACING DETAIL 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z w ..BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING 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-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS a @ 16' O.C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH SCALE: 3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S� r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. M! AIDmm 2CL 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T,S. FOR WIND SPEED SPECIFICATION 0 CA o u) o ss - r, 0, C2-cc _mod o d`w d cc 7 g Y 0 pp 4pptE g4,to � B°Jp' I J 4 � �� �� N < ' a,®+ F Lm To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W E 0 = S W N N Co H c�a � U- a �;M' c a Z r @o Z Y>'MN CO 5 0 r, W t°�o'w m y LO MZ d J 1- a J Z O U U 0 W ❑� V M (D z N z � $ Mom ca Q J — d � N M I A Z cc6 �/W � O 4 fCS u., m O LU o U171 Y v1 � �. U d - J E ml � w o • ®0 N m O w m z o z < U_ E oo <z Z® O E V uti oa RS t— rd g U x U 00 QO 0� z04 ­ E <o ww ./)C az <0, OY U '0 z 4J Cn —� .a a w � F H gZ o a >? �z W C) <2 ~Ir � oLL =� O as io v 0 M. M a ° �O = LOrn L m Q C� O co C0j r co O Y ��rv///���JCr �C m m LO 4I`_j QI N O N r N T L1^ O Z Z N a U _j Q p JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. S5 I N 3 a rn LO 0 0 0 0 J 0 I N rn L0 v C Cr co 0 0 0 J W co 0 I L0 v N Y Q N N a E H 0 s 4 v i v 15 CS i 0 i a v 0 J cV 0 Cl- O N N 0 En 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER &11x4411,1/21"RYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCTTO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. /j�/' 1x4 /1 X 4 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16110FURRING TAPCONS '' / (2) ROWS 3/16" x 3-1/2" TAPCON @ 16 O.C. & 4LL1X8 2X8 TAPCON. INTO STAGGERED @ 16 1x8 P.T. FROM EACH END w/ MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NAILSn S 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. @ O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" (2) ROWS 3/16" x 3-1/2" / x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16 O.C. & FURRIN( END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-114" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -\ 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-O" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN, 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS — SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �-- 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 #5 REB (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 JL - - 1/1 NOTCH WEB AT +5A FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4 x1 1/2 SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i i JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 000, #2 SYP @ 24" O.C. 00, '-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 318" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 314" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" JIF -11 D e . l TI7 ; .e -T�- GRADE D e cV P `o r �D ' e D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 01 SECTION AT DEEP MONO FOUNDATION REV, 07.28.21 SCALE: 3/4" = 1'-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2N BOT. PLATE W/ (2) 10d @ 6" O.C. #5 REBAR (TYP,) '' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W! 8d @ 4" iR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C, FIELD ✓; _ O.C., 2 ROWS STAGGERED `STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 1Od (TYP.) ♦ 1_j;401 @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @TRUSS VERT. >< WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ® ♦ SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS ' +2„ NOTC FE @ FIRST COURSE 1 I ♦ i — INTO BAND JOIST & (4)1/4"x2 3/4" TITEN THE INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T,S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW—J::�� CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 2X TRUSS AS SHOWN FOR O.H. UP TO 2'-6" O�FRyq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. + + CFNOTy (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING BLOCKING AS 'RUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP EACH TRUSS CONNECTOR ° SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION K"M SCALE: 3/4" = V-0" SS CFF CUGFT n,) Akin SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6 EMBEDMENT 8 0 I 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,Y - z O a UL O LU U FILL 1st4 COURSES SOLID W/GROUT a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. n' OVER HAN d i� ° ° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 6-0" NISH #5 BAR P 10 • ° CENTERED W/ g ,. 9 HW IN TOP o R KNOCKOUT / N ° CHAIR BLOCK At MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .> ° • ° " DIRT Z °,• ° STANDARD o 0 90 HOOK #5 BAR IN FILLED CELL, -. , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 1'-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO p EXISTING FOOTING (2) #5x6' IN CONC. FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. rr coo 0 � cy is r , w •3 L 0 C, E Cc 0 c c t{�.`��: y�y4�ER�Qd��,����.. LAB -.q°Y"atr� has �,•.® fi .. 0.f t, 5 .r`J �� ccyy F v V : 51, •<LYt •f����/7P��� �� tRIEBt€��ti��`� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. h O g 6 O (V 0 r °�' G# _� N rj) ai oNi v *� Q J LL LL LL W n a Z — o 00 m Z ,ro Nz° d ' unW Z N O W Z N M o �Z Y z o � N M CDUL s J� C11 w m o U O Jum W o N � y U o' 05 C U) x Q ° ®� N �� C:::, cD w co Cl)o z U_ Cl- o �o W� w� >� �� Z® oa fII � go O Up c,Q 0K O E CDQ� CV ao o <z �z wZ �. C _ % y U �°U) mo OLL z Z a� J < <w �z In C p < p Q zp - U d " W 3 w0 o� �O =3 cn zla ao � 3 0O = LO LO rn B .-� 'Q cD N O (v ch r CM Y O Cn m N m Ln r Q � _j 0 N � �I N T- LO �•,� � C10 r r w O a Z Z y E r li U J Q 0 J JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. SS LU 3 r 3 a ID v N 0 0 0 0 I a V) 0 .o 0 0 J 0 0 cn� O C Y Q N EL E O S 0 c c J N N tz v i 0 i cl: 0 01 ti N N 5 0 0 a N 0 0 m Cn CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE ED BE NAIL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS rri I vu `w �1 I i i Aw- r r �� 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 T 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 WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL AT 8'-0" MAX WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES .SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS --I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (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 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS SPF TOP BOTTOM CHORD FPLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEEPLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE Z. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION@ ENTRY s SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS HIP G.T (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 3IMPSON HUC410 w! 14 SEE PLAN ) 6d INTO HEADER & (6) FOR CANT. Od INTO BEAM - SEE =F PLAN FOR MORE VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PON LANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SCALE: 3/4"=1'-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A r A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION 5" PLAN FOR MORE INFO X/ COMMON BM. ATTACHMENT SCALE: NTS MIDDLE BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE:NTS -� 2x STUDS @ 16" O.C. SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS ATTACHED PER 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL MORE INFO. TRUSS LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TO FLOOR GIRDER TYP TOP & BOTTOM BELOW @ 16" O.C. 16" FLOOR SYSTEM -' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE:NTS `-• MASONRY WALL BELOW: SIMPSON a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2-'� SCALE:NTS PLYWOOD FLOORING LOW ROOF TRUSS W/—" Z- (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS N tV CZ) cam, C� C14 Zn d,W '' -5 c ✓ P � C� M C-2 w-ca C, -ra C c�v jj -, -- n Co d „ G. u 0 ,. P•'�.•1AS• -.cam hllfflEt"tt1'� 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. to W AAM I--6 �E 8 S 0 n a0 u�j n W 0) 4)co5 J 4 J 52 LL W u a a 01LWin�pjO1 Z —a m c � -_ , @NCO o m Z Co M 0 a- IL ZN OU 08 W o0 to13 z � M �o Z QNN a) O Q m r N coo In z a o o U 0 W 8 � � w U 'L E i U) m N 0 o C.0 w < z E E 0 zo �j . z < � �w U a OU r ICU CL JC U aF 0 OU 0 O4 OE N L O ao Q a z �W O D � 01 Jj ¢°6 <w �z Cn rn 3:~0 ` Q w o� JO U u � z W U a o r3 Jz w� >° o Cfl d H :� (0 LO LO m Q cu � M j O O a- O Y m m LN ¢� N 0) p O N Q t— LO r ai W 2:. Q o z z N t to E f6 _ a c°� _j ¢ o °; JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF `' MASONRY WINDOW BUCK/-2) e SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as 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 � �r+vi uwv SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE-._------- 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) SELF -ADHERED FLASHING V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING n� SELF -ADHERED FLASHING 1 SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z a Lit a U) U) w 0 W rr Lu RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. % WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 _ inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and / building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 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 Liam 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 NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to 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 (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 - REL DH SIIVEAS EASE PAPER OWN))sE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings- Flashing at exterior window and door openings shall extend to the surface of the exterior wall A finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 <> manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER /W 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMADMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. a a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER !I 3-1/2" INCH FLANGE tDRIP THIS NATUDO IN, ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS RAL FRAMING RAL SHEATHING SAF PLANE WRB EAK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 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"'0 NI CD 'fl m � W o s© 0 �- i= �, a m-<tk u. c- i jot. d CV 0 CV M O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. N W ', E 4 O M 8. N N to q ) O 9 0 V 5 � N � C?4 0 5 LL U- Q M U. J r= W Z - Q d .0 f0 � 0 0 q �i >'aN60 0 0 W 05 °' °' m LML co Z L-0 NZ Q J ZN OU 00 W �0 `! M r Z N (o 0 � o v w - N U) S. L/ LL 4- j; U O^ w o U ! N v r - E 8 r S � j C �12 N Im M ? w Q:? E o E u o =o -o Q= }F <L " °� ca 6 20 �a 00 o o E N m i as ¢o o� ao &Z wW ::,2 C m 0 m° o Z _ 9 J 01 <w �m (0Z C ¢w oa 30 W ) 55 LL ¢� a v F w ati_ Ova ��¢ Y / L0 6 rn co Imo- L p c co Ce) J Ir- M J CD Y m m LO T ¢I a--+ N N O N LO Q T T_ LM M O 0 ? :3 7- 2 c a U Q p � JOB NO : 22-06460 SCALE : AS NOTED SHEET NO. WP Mounting Brackiwts (10 Gaui +iiii x4-1f2'x2-13" tuck tress Support (Iiii be cut tD I 101 L))i Btaiditat (le gauge) 14 self-Drif II Screws 10-5/8" UNt knom Edge tltirrteaiie stTa� (Typical:3In front) 'tiite75i1PfS " Front Cross Support Seif�lxlcAl t i Nuts, (May be cut tow) Let Brie Cket 0611li 14 Self-OtTling Rrews Thru Brackets & Back Cr(tss Support Into A/C Unit Otxtom Side (Typical, 3 each We for hurricane use) INSTAUATION INfORMATION Starixtie trsuitatrnxr r.,.te.x.+.�.., sae )aruvrrini xir7r ear x n44r:r11 H4' Air Bta..v. Rs;arA ,tT.i�rrateingiweilattileWan iealamet t rrPt�t 9/ Florida Departmentof Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oil 1211HRD21 cede In log or Dal Data Date Pawlnd Alk 'n" version btanWaaurer Caliaa Enalinei I.I.erne Validated By Validated. submitted Fn AtlOrom ADOreyBa :9.tf;)Am, Alilm ailon 2020 Smart Vent Prdducts, 1nC. Martel Graham Hermes F, Nwem P.E. Lack, Hon'den P.E. 12r1612020 42,161 12729/2020 Approved Category: l#mctwat Components (877)441-6368 PE-73778 (354)300-18DO subcategory: Products kltroduoedasa Remit of InfoCsmadventcom N-T-hnalopy Cpryiilenea Method: E.W.1m Report from a Roddy steredArc Regihitect era Licensed Florida Profeeabnal Engineer 6w.#. Prdduct atlN. Num�r or Name Product description,GoMraal quality Assurailde ExwT�lon Dale 7. 'ADDrovedfor Us, Anoro In. HVHZ 0.1al lei for Use HVHZ dnnacr Resistant - 9aid1581 PP. -I g, 1 &nanVent Motlel#1540.510 Dual unction Flood dVetllatianV t F F n n an 2/3 Dz3 } to Yes Yes N/ A .100E 00 1 '2 SmpdVent Model#1540,511 Dust Function Food and Vanthsi Verit 12/31T2023 Yet Yes MIA +100F100 3 ShladVant Model#1540-520 Insulated Food Vent lV31/2M Yes Yes. N/A +19WDO 4 S-riVeht Mader d1540421 InsNeted Flood Vent 1PJ7tn023 Yes Yes NIA +lop!•100 6 Sir Sir rtl t Model#154(1524 1681 cereal. Door Flood Vent 1MI1202S Yes Yes NIA NYA 6. Model#1540-d70 Wood Wall Insulated FfaotlVint lml)7023 Yes Yes WA a100F100 6madVam Madal#i540.574 1451qud Garage Door Flood Veot 1211 Yes Yes N!A ri Florida Department of Business & Professional Regulation page 1 air 1 Building Codes and Standards 184/2021 Product Approval Application Detail Coda EIi Or Data Date Dare Pontlkw 20 jygg Vanlon Manufacturer Cori gi Endlpeer A.License Validated By Validated SUbinatted FBC Anoraval B88rBYag 31alu1 Ravi 2020 Drexel Metals. Inc. -.Jason Shumate zadlary'R.. Fnast Locke Boyden P.E. 08/1012020 Oel0620Z0 owi:112020 lon312020 Apprded CategoryRoofing -(502)303-lal1 PE74021 (384ia0a1800 subCategory: Metal Rao4ng hbh mefa.(;drAvmat.cam - Compliance Method: Evaluation Repoli from a- Porlda ReglsteredAmbil or a Licensed Frodde Professional Engineer ago NJ= DualW Assurance Aoprosed for Use Aoore"d for Use 1BiDaC1 Detlan spa Product Model. Number or time Product Description Cadra4l EKblratial Date In N411Y- Outside NVHZ Aaslstaril Pressure 1 Drexel Metal Roofng Systems DMC 100NS, DMD 15DSS, 117513 OMC Z.ODS, 12,3111 Yes No NIA +W-180 DM05V Florida Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application Detail Page 2 014 1nX2022 .r= n tit or ,pig l e $ate pending ,gam TyLse Version Manufacturer Contact Endlrreer$ License: Validated By Vail ated Sutim Ittad. FBC Aporaval Approved Status Revislor 2020 Therma-Tru'Corporation Steve Ja -rson Wool F. Schmidt. P.E. ass y R.a, a King, g 04115" 1 12rZlt2020 041'2212021 OB/peJ2021 A ap pprov CategoryExterior Door (6Ef0) 643 7628 PE-d34D9 (813} 7671 SubCatogory: Syanging Extar cir Dow Assemblies sjaspersor@11-erma6u.m CompllanceModel Evaluation Reportfmm'a m Florida Registered Architect or Licensed Florida Professional Engineer FLl130468�6 p'rv8udta ' . , - -.. - Duality Assurance Apprey4d for Use Approved for Uso Impact Desian See C ProtlupLMedel. Number or Name Prod let Damon Man Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 a. Therma-Tm Fiber-Classlc and Smooth -Star Nominal 68i i3quatimpact8.quot Opaque 1211 022 No Yea Yes NIA Composite Edge FlberglassSil le Door (InsvAngfOutsv4ng Xconfiguration) 2 b. ThermaTm Fiber Ciassic and -Smooth -Star Nominal 6&it39'8 94uat,lmpac1Z4uot, Opaque 12t31/2022 No Yes Yes WA Composite Edge Fiberglass Single Doorwith SdelRe(s) OnsvArg/ONtaNAng� XO, OXw OXO cant propane 9 3 aTherma-Tru Fiber -Classic and Smooth -star Nominal 68.#398 &quottmpact8girot. Opaque. 1213112022 No Yea Yes N/A Composite Edge Fiberglass Double Doorwth or - without Sideldes (Ins rigfOutswing, XXor OXXO -: configurations) 4 d. Thermal Fib -CA ssis and Smooth- Starqu Nominal B&#990 il oLl act not a cop q Opaque /31l2022 12. PW Yes Ye e NIA N A Composts Edge Fibwgli sa Single Door (Insx,ingl0utsiving Xcolrtlguration) 5 e. Therma•Tru Flber-Classrc and Smooth -Star Nominal 8&1 iliquotlmpact&quot Dpaq is 12/3112022 No Yes Yes WA 'Composite Edge Fibargiass Single Door yi6h Sid.]11 s) (1, w rig/Oulsvlimi XO,.Ox-OXO configurations) ) 6 f. Therms Tru Mber4lesslo and Smooth -Star Nominal 8gil&quotimpact&quot Opaque 12T3112022 No Yes. Yes WA Composite Edge Fiberglass Double Dcortiith or without Sldeiites phswingtOumvang: XX or OXXO contlgurallons) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal W32i 8quotimrysct5quot, Glazed 1213112022 No Yes Yes WA - Composite Edge Fbergiass Single Door (Inswinglautswng Xcoh6guration) 8 h. Thermo-Tru Fiber.Classic and Smooth -Star Nominal 5&#3P,8 9quot Impact&quot Glazed 12r3112022 Me yes Yes WA Composite Edge Fibarglass:Single Door with Sdeide(s) (I nsv4 ng/Outs iA ni XQ, OXor OXO configatio urns) 9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39:8&quot;Impact&quat Glazed 1213112022 No Yes Yes NIA 'Corneal Edge Fiberglass' Doubts Door Will or without Sidelitas Oreawing/Outaiiii XXw OXXO configuraiions). 10 J. Therma-Tru Fiber-Gassio endSmoclm-Star Nomina188#990uol rractpu t' Glazed 12112 No Yes Yea NIA CompsieEdge FiiberglassSingle Door (ins-41-utswg X son iguratiorl 11 k. Therml Fifer- Classic and. Smooth -Star Nominal 8&#39O &quotlrrylaatliquat Glazed 121312022 N6 Yes Yes NIA Composite Edge F bergiasa Single Door vfim adelitel OnswlnOows;l XQ OXor ONO configurations) 12 I.Thermo-Tru Maer-Classic and Smooth -Star Nominal 88ll&quatlmpact&quol Glazed 12t3112022- No Yes Yes NIA Composite Edge Fiberglass Double Door Will or without Sitlelites (inswulglOutswi )()L orOXXO configurations) 13 m. ThermalFlbar-Classcard 5moottl-Star Nominal 6&it 8oluot; inpactP quot Glazed Molded 12131/2022 No Yes Yes NIA Open Campaeite Edge Fiberglass Single Door 0nsvmrg/0ut5vnng Xtanfigurati.0 14 n. Therma7m Fiber -Classic and Smooth -Sher Nominal 69939:8 &quotlnnpact8ggat Glazed Molded 12r3112022 NO Yes Yes WA Open Composite Edge Flb'erglas s Single Door vdth GI -ad Molded Open Sidelite(s) (InswinglOutsH9ng; XO OX or OXO Conf gurations) 15 0. Therma-Tru Fiber-CI-1. and Sm-th-Star Naming] Sic cl 9quotlnTract&quot Glazed Molded 1213112022 No Yes Yes NIA Open Composite Edge Fiberglas ,Double Cbor Will or without G lazed Molded Open S'defill II nswirs/Outswingi XX or CXXO mrrfiguratians} 16 p. Themle-Tru Fiber Classicand 3-th-Star Nom nal 88ifil &quot rmpact5i,- Opaque 12OV2022 No Yea Yea WA Composite Edge Fiberglass. Single Door with Molded. Open Sidelite(s) (I "I'Magloutswing; XO, OX or OXQ - configurations) 17 q. Thermai Fiber-Clasalc and Smooth -Star Nominal .6&#39,8 &quotimpaet8quot, Opaque 121312022 No Yes Yes NIA Composite Edda Fiberglass Double Door with. ar Florida Department of Business & Professional Requisition Building Codes and Standards Product Approval Application Detail Paged oft 1rel Qqb .Entity Dal ,Me Data Pencil- 20 Tilde Wtalgn Manufacturer Contact Engineers Lice" Vaildztetl'By Validated eLom St:9 FBC Approval Approved Status Revision 2D20 PGTlndusiri- Jars RosoyrsN NAsnl-Dada 8CC0-'CER Miami -Dade BGCO -VAL iit192020 1ti28t2020 1111 Approved - Category: Exlevior Doors si 486-0100 (7$6? 315.2SIW SubCataill Sill Exlanm door Assemblies j1-- kl@pgbndusides.c Compliance Method; Certaoaaan Me* or Using am Cuallty Assurance Am).d for Use Approved for Ma ImDBtt to lon saaL Poduct Moral. Number or Napa Product Deacriptiprt Contract Elicitation Data in HVHZ outeltla'NVH2 Rams ail -I, Pierstire 9 e(1D-S570 (Largo Mlsplle:irgpad) Vln)A ending 01 D,­ 0411102021 Yes Yes Yes NIA Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm IFiber-Classic IFL20461.1 1 A. SWINGING aTru and mo h-Star NON4MP +67,0J- 7.0 psf 1 /31/202 Therm aTru Fuser -Classic and Smooth -Star (IMPACT) FL20468 +67.01 7°0 psi?` 1 /31 /2022 Therm aTru Finder -Classic and mooch -Star (IMPACT) FL20470 +80.0/1 psf 1 /31/ 022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-II psf 12131/2024 PGT Series 5570 NOA 21-0205.03 + .7/-3 °7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psi' 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/ 33.5 psf 12/31/2023 Wayne -Dalton Series 80001810018200 1124 (16X7) FL8248..11 +,34.41-3 .3 ps 12131/2023 D. METAL LOUVERED DRS . i Curries Division �#'AAL7Gf inc i e r 607f707f727y747rand 847 Single Pairs of Doors 1 7.1 FL 153 N/A se # sht (see ins 12131/2025 NDO'illi S 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0%55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/ 0..0 psf 413/2023 PGT Series 5520 FL243.5 NIA 4/3012025 D. MULLION MI Windows and Coors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E . OTHE R 3. PANEL WALL Jollies Handie Building Prod. i Cemplank Lap Siding and HardiePlank Lap Siding FL 13192.1 - FL13192.2 A. SIDING N1A 12/31/20 23 B. SOFFITS Alside 01' d n t Solid an Vented 'inq+�p;I Sod J FL15 72.1 - FL15272.2 2 75a0175°0 f 1213112023 Alpha Al;iminum Inc. Solid n Vented Aluminum t FL16544 R5 + 54.214psf 713012023 C. OTHER. 4e ROOFING PRODUCTS A. ,ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/1612022 B. UNDERLAYMENTS Tamko (for Shingle Roof 151b Felt Underlayment FL12328 NIA 612912023 Plyglass USA, inc. (tor Tile Roof) POLYS11CK TU MAX FL5259 NIA 1212312023 C. ROOFING FASTENERS NOT USED D. ROOF V E N11LA TORS Thom ps on A rch Metal Com p. Off Ridge Vents F L16918.1 - FL16918.4 NIA 91912026 Florida Metal Products, Inc 'dent F 10 FL21580.3 NIA 12/31/2024 Lomancot Inc DA-4 Exahust Vent FL17202.1 +97.511 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 B oral Tile Saxony 900 F L7849.16 - FL7849.20 N/A 12/31 /2025 F. METAL ROOF Drexel Metals, Inc,. DMC 100NS.t DMC 150SS, DMC 175S, DMC 200St DMC 5V FL17679.1 +01-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection ProductsGalvanized Steel Storm Panels F L15076.1 - FL 1 5076.2 NIA 12/31 /2022 All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/3112022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES IT'�PV Building Components e Truss Plates us tat FL1999.1 - FL1999.4 i /A� 2 2 1 024 1311 -Alpine MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED DUMBER Weyerhaeuser Rim Board LV P L LSL i L 1 f y FL6527A - FL6527 5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-06311 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 Theproducts listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following infomation must be available to the inspector on the aobsitea 1) copy of the product approval, 2) Florida Department of Business& Professional Ftegulation Paged of Building Codes and Standards 1J252022 Product Approval Application Detail Code - Entity or Pak 21111 :fig Perdido wjg TWO Versrgn Manufacture Y contact Enalneer&Llcensie Validateq By validated Su6mined FBC Approval Approved $la is Revision' 2020 Thermal Corporation Steve Jasperson Lyndon F. Schrri P:2_ Ryan:J. (ding P.E. 07/23/2A2(J 0711212D20 07f2912020 10/13/2020 Approved Category: Exterior Doors (800) e43.7528 PE-43409 1813) 767-5555 SuIsCategil Slinging Exterior Dow Assembies. siespersan�tharnretru.co compliance Madiod: Evaluation Report from a m Florida Reglstered Architect of a Licensed Florida Professional Engineer Eli Sep# Product Model. Number or' Name Product Description Duality Assurance Approve for Use Aoorovadfw Use Contract ERorratlon Date In HVHZ OU13ide HVF2 ImGBC[ Resistant Disslan Pressure 1 a. Therma-Tru Fb-Classic and Smooth -Star Nominal 8&4898&quaot;lmpaot&quota Opaque IMIM22 Yes Yes Yes WA Composite Edge Fiberglass Single -Door (Insn4ng/OutsYnng; X configuration) 2 b. Therma-Tru Fiber Classic and Smooth -Star Nominal 8409:6 &quot.lmpact&quot, Opaque 12) 112022 Yes. Yes, Yes NIA Composle Edge Fiberglass Single Doorwtfh Sidelilull (Insr4nglOutswmg: XO, OXor OXO' Gonflguratlorl 3' c, Theemi Flber-Classlc'and Smooth -Stare Nominal 6&1 llquotlmpact&quot Opaque 12131l2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door Win or Without Sldelbes (Inswing)Outaulilg, XX or OXXO configurations) 4 1 Tnerill Flber-Ciassic and Smooth -Star Nominal 8&l,+390&quot Inipact&quot Opaque 1=112022 Yea Yes' Yes NfA Composite'Edge Fiberglass Single Door (Inswtng/Outswing; Xconfigimsban) 5 1Therma-Tru Fiber-Cl-s-rdSmooth Star Naming l 8&#S9,08qucd,lmpact&quot Opaque 1mir2f122 Yes. Yes.. Yes NIA Composite Edge Fiberglass single Door Mth adelRe(s) (InswingtOutew)ng: XO, OX or OXO configurstians) 6 f: Therm-Tru Fiber-Class(c and -Smooth Star Nominal B&7f39;Y7 &quicompad&quot Opaque 1213I 2022 Yes. Yes Yes NIA Composite Edge Fiberglass Rouble Door with or WthoutSidelites pnawing/0utswiW XXor OXXO configurations) 7 g. Thelma-Tru Fiber -Classic and Smooth -Star Nominal sill &quattlmpact&quota Glazed 1.2131R022 Yes. Yes Yes NIA Composite EdgeFiberglass Single Door Onswing/Outsi X configuration) 8 hThemla-Tru Fber-Classic-and Smooth -Star Nominal 0434398 8glrot:lmpactil 1, Glazed 12/3112022 Yea Yes Yes WA Composite Edge Fiberglass Single Door with - Sidel6e(a) (InewmillOutsyring; XO, OX or OXO configurations) 9 i. Thermal Fiber-Classo and Smooth -Sty Nominal Mil iliquot:lmpact&qual; Glazed 12/31/2g22 Yes Yes. Yes WA Composite Edge Fiberglass Double Door corm or without'Sol (lrtsvAng/„Oid%M XX or 9XXO - configuration.), 10 }; Thermal Elber-Classic and -Smooth -Star Nominal 8&#3$0 &pool Impactilquot Glazed iWV2022- Yes 'Yes Yes. NfA Composite. Edge Fiberglass Single Door. Onswing/Odtis ins, X cenflgoratlen). 11 k-Therna-Tm Fiber -Classic and smooth Star Nominal 89til &quct;Impact&quot Glazed. 1.2131(2022 Yes: Yes- Yes WA Composite Edge Flbelglags single Door vyith Sidelde[s) (Inswlne,guill X0, Oxor OXO configurations) 12 I, Therma Tru Fiber -Classic an l Smoottil Nominal 8&#39;0 &quollmpact&quol Glazed 12/311202.2 Yes- Yes Yes WA Composite Edge Fiberglass Doubly Door with or without Sidelites (Insvringl0utsaing; XX or OXXO configurations) 13 m. Therma-Tru Fiber -Classic and Smooth-5tar Nominal 6&#3g'6&quotimpact&quot-Opaque 1213112022 Yes- Yes Yes NIA Composite Edge Fiberglass Single Door ki 8quolNon-Impact&quot;SWeilte(s) (Insvnrg/Cuttrwirlgi XO, OX or OXO configurations) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal 61111 aquotlmpoct&quell Opaque 12l31I2022 Yes Yes Yes Ni Composite Edge Fiberglass, Double.Dogrwith &quot;Non-Impactill Sidelites (InswtrgfOutsW rig; OXXO configuration) 15 o: Thorma-Tru Flber0lessicand Smooth -SW Nominal 8411&qudt]mpaotIll Opaque -12r3 M022 'Yes 'Yes Yes WA Composite Edge Fiberglass Single Doarvil &qudl;Non-Impactilicil Sidelrtrtaaffs) VO 0 nsWrig/Outsv4lral XO OX or configuraborl 1.8 P. Therma-TN Flbar-Classicand-Smooth=Star Nominal Bill &quot;lmpact&qucl Opapue 12i31f2022 Yes Yea Yes NfA Composite Edge Fiberglass Double Dow with &quot;Ncn-Impsot&quot Sldelites ohswingtOute ing; OXXO configuration) 17 q. Therms Fiber.Classicand SmoothShir Nominal dii0i 8quot Non-impact&qud Opaque. -12)31=22 Yes Yes No I Composite Edge Fiberglass Single Door gnswingloulaWil , X configuraton) is r. Therno-TN Fiber-Classicand Slmoth-St r Nominal 6&#38:8 &quot Non-lmpaot&qubt Opaque. 12/3112022 'Yes Yes No NIA Composite Edge Fiberglass Single Door with 3delbe(s) onsrMnglOufsii XO, OX or 01 contig um ions) 19 e. Therma-Tiu Fiber -Classic and Smooth•Star Nominal 6&#39;8&quxNon-Impac*wt: Apaque 1213112022 Yes Yes No NIA Composha Edge Fiberglass Doubt. Daorwith or Wthout Sktellies (InwngfOuts ring; XX or OXXO configuration) 20 t Therms-Tru Fiber -Classic and STtocth-Star Nominal W39;0 &quotNon-Impactill Opaque- 12/31/2022 Yes Yes No WA Ccmpomie Edge Fiberglass Single Door (In-Aing/Outswnng; X configuration) 21 u. Thelma-Tru Gber-Classic and,Smooth-Star Nominal 8&fl39 0 &quo0on-Impact8,qui Opaque 1213112022 Yes Yes No WA Compas9le Edge Fiberglass Single Door ivith Sidekii s Ion n lOutsrrin XO OX or ) wi OXO ( ( g B , cotional 22 v: Thnrme-Tru Fitter-Classicand Srrtooth-Sler Nominal8&N390 &plot Non-:lrnpact&quct; Opaque 12/31/2022 Yes Yes No NIA Composite Edge Fl berglase Double Door wAm or Wthout Sidelites (fir"itWOutswing X)i OXXO. configurations) 23 wTherma fiber -Classic and smooth -Star Nominal 0801&quatNon-Impstd8quotGlazed lZnII2022 Yes Yes No NIA Composte'Edgge Fiberglass Single Door liswing/OutaI Xcomiguration) 24 x. Therma-Tru Fiber -Classic and Slnocth-Star Nominal 660191 &p ia1t1n-Impacr8gl Glazed 1213IJ2022 Yes Yes No NfA Composite Edge Fiberglass Single Door with side] Ite(s).(lnsW nWOutswing, XO, OX a 01 configurations) 25 y. Therms -Tin Floer.Clasele and Smooth Star Nominal Bill SquotNon. Impactsiquot Glazed 12/5/12022 Yes. Yes No NIA - Composite Fill F berglass Double Dcar Win or Vi sidelttea (hiswing/Outsvi XX or Ol configurations) 26 z. Therms Tin Fiber -Classic and Smooth -Star Nominal 891 8,quotNeel-Impadliquot;-Glazed 12131/2022 Yes Yes No NIA Composite Edge MWgiess Single Door OnsWi g/Outswig;. X configuration) 27 za.Therma-Tru Fiber -Classic and SmoottiStar Nominal 8&#39;0&quotNor-IrvscAcj.cl Glazed 1WI12022 Yes Yes No NIA Compoete Edge F bergiess Single Door with Sidel Refs) (I nswinglOutswi rig; XO, OX or OXO configurations) 28 zb. Thcrma- rber-Classic and Smooth -Star Nominal 8&#3g:0&quot:Non-Impact&quol;Glued imil2022 Yes Yes No N/A Composlta.Edga Fiberglass Double Door with or anlhoutSidelites(Inswing/Outswing X(or OXJ40 configurations) Florida Department of Business& Professional Regulation page:1 o12 Bulking Codes and Standards irsra621 Product Approval Application Detail S41S Enlity 0, Data Dal. Dino Peox9na gilt TM Version Manufacturer Climect Enolraar&Licari§ Validated 9a t d SgInightlial FBC Awtfiva' 8gn,,d ma., Re i ion 202D MI WInft" and Doors Brant SRAnger Luis Roberto Lomas Sreven M. Urich, PE lWaf2o20 101OB202d 10t10R030 12MU2020 Approved Category: Exerlor Doors (117) 3a5-3300 FE-E2514 (717)317-8454 Subcategory: sliding Exterlar Door Assemblies bstfin9. rr*d.com Compliance Megfott Evaluation Report tom a FloddeReglstered Asthltecl W. Licelsod Florida, Professional Engineer F1. gYaIIbA uranso Approved for Use Aowovadfgr Use ImpiaF Design .$ea:# ProductModel: Number or Nama. Product DesdrlolYon :Contract CxelraIICIIONO Ili HVHZ o utl kk�. tteIIhnant Pressure I SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 12131/2024 No Yes No WA 145.3/4 ":a80&quot NON -REINFORCED 2 SERIES 420 ALUMINUM' SOD SERIES 420ALUMINUMSGD OXXOXX IW 2024 N Yea es No N/A S6&qud;x808quot NON -REINFORCED 3 SERIES 420ALUMINLJM All REINFORCED SERIES 420 ALUMINUMSGO REINFORCED DXQ 12f31n021 No Yes No N/A 145-3/4dquotxSS3 quo[: 4' SERIE6420ALLiMINUM SOD REINFORCED SERIES 420ALUMINUM SOD REINFORCED OX. IM12.024 No Yes No NIA XO. XX.9%quotx96&qud; 5 SERIES 420ALUMINUM.SOD REINPOROS) SERIES 420 ALUMINUM SOD REINFORCED XXX 12/31n024 No Yee No WA 143&quprx96&quoi Florida Department of Business & Professional Regulation I I are Building Codes and Standards 102021 Product Approval Apprication Detail Cgga Entity orgBtY 2".! m1i-o Errcorn -.._ dt8S4 ]vat Version Manufacturer codatt@talneer&Lceilae' Valldatetl ey VMicill :Submitted FBC AmmyN AR9Myed §fates Revision 2020 WON a -Gallon; a division of Overhead. Door Dwayne Kornish John E. Scares Jeffrey P. Arneson, P.E. ll)t D20 091 10/2312020 12/16/2020 Appriwed Corporation (W)763-8121 PE-51737 (904)821-5200- Categi Exterior Doors dxomishMwayne-dalton.c Sia)Catagory: still Eirtarbr Door Assemblies ant Campilenda Mmbod: Rini]-Ha'r Repad from'a Florida Registered Atolliti or a Licensed Florida Professional Engineer ;P(-gdt2o Produdta _- - _ _ 9LLaHtr Assuraroa Aowwetl tar Use Aporoyed for Ilse imYIIf# &salsa SegS Produce Modd. Number or Name Product Description COBract tDiWrMlon Date In NVNZ UiYaitle HV Reslsant re re'. 3 8D00/81D016200:#1105 11 Mex Adlh. 14211 Max height. Glazing 12/312020 No Yes Yet +31.6l evailale InAirIAtenllediete8 c4ion. b op , 10 8000/8100/8200 # 123 1 16&R39' Max Moth 4&#5e Max a h 12! 23 Glazing 1 h 1 c9laai 312P No Y. as Ye a +3000A33.50 avallaDb in lap or Intamrotllate section n 11 WOW OW8200 #1124 16841 M. w1148039 Maxheight. Glaang 1211. No. Yes Yes «3440/35.30 available In top or Intl nnedal section. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepsi Dfi 10=1 Coda &L1111[y_gL Data able Date Pending Me TY Viii 04-facurer rC d i Endneu&LicblsB VaprrMed BryaRtleled submitted, -FBGAmmvd Aoar-ad 9,11A Revision 2020 Curries Divislon of AADG. ill Torn Rattay UL LLD Troy Bishop, Pi 121012020 lWlil Z0 IMI/2020 -Approved Category: reedor Doors 1641) 494-2813 't954) 947-0880 SubCategoryt Extenor Dcor Components tarn.redaypeaseeeivy.co Compliance Method: Certification, Me* or Living m Eluallty ssurdnoe Approyedforuae Approved for Use Impact Design Sao# Potlupt MotlW Numbxpr Name Product Dascddlgn CaM act Exoiratwn Dina 111 Oulslda NYIII Nosi,tant Press- 1 6Or. 707, 727, T47, 15T. 777 and 64T single and Pairs of Flush, Gell and Louvered single and pairs of 12GI12M Yes Yes Yes N>A Doors hill metal doors Florida Department of Business & Professional Regulation Pap la2 Building Codes and Standards 175I2021 Product Approval Application Detail Coda fill or Data Data Dale. Flooding oats 2+122 version Menuracli coculd Eoelneer& i-lcall Validated W Validated titicamgal PSG Am- Approval Status Revision 2020 MI Windows and oohs Brent Stringer American Architectural Seven M. Unch: RE 11/17020 1YM 712020 111271202E AoproJad Catetlory:,Wndows '(717)36fI Manufacturers A.s-iiadbn 17171517.8454, subcategory: Single Hung. bsNingor, mrryd.wm Com iiarlce Rallied: Cenl6eenon:MI or LaI t7uality Assurance Aowdvetl fox Usa a9grmed far Use Wall Casio" $641t Pr, Model. Number oc.Name. PraductDeecrlmlon Colaraet Exdratlon Date MHVHz Outald Ill Resistant res 2 1p.5 SH 52x72 Fin/Flmga Frame IGISG Single Hung 1 DA182023' No Yes No + M-60 Laminated Glass N L QCo O O i O Q W O CIO U_ O .� '� cn O O Lim f -0 .CE �.j/v� VJ 1I Q Z Z W J C CD Li (� 7• W R � .a m C-4 C Li. C]•• 40 C x-• d O r CV � as °i E c cue ILQ fY fo fill d v d i 7 C i .fl C � O d � aCD CIO E *a N V I O L CDL v O W V m `- 1 0 s_ W a z J z Q J a_ SHEET NO. PA 1,0. i 1: I I i. .i It, I I. 1 L-11111 111 ruuurl„.-iiti.0 All u iHfini.tLLY.ii.u:, lina.: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pages ut9 lf25Mr22 code or Pate fig Dawpondind Date D= Version Manufacturer Contract &gglnesr& Lrcense Validated By a Submitted FBC Approval Approved 5tatu5 Revision 2020. Therms-Tru Corporation St.- Jasp.— Lyndon F. Sehmidti RE Ryan J. King P.E. 10107IW21 09t18P2021 10/13/2021 42M5/2021 Approved category, E;b,ipr Doors a800, f343-762t3 PE-0{) 34CO 813 767.65S5 t3upCattrgory:Swinging Exterior DoarAr;semblids jaa o pere. nQthermairu.co Compliance Method: Evaluation Report from a m Florida Registered Architect or a licensed Florida F 'b11 3=Protleeta' Professional Engineer - _ ' :_ . r _ ra WL%AWw a= Aporbvad for use. Approved for Use Impact Derson sea Product Modpl..Number or Name Product Description Contract Expiration :Date. in HVHZ outside HVHZ Resistant Pressure 1 a. Theme-Tru Fiber -Classic and Smooth -Star Nominal %#3313&quot,Non-tmpaot&quot Opaque 1213V2022 No Yes No NIA Composite Edge Fiberglass Single Dow (Insveng/Outsvving Xconfiguration) 2 b. Therma-Ton Fber-Classic and'Smowh-Star Nominal %#39'8. 8quot,Non Impact8quok Opaque 12)31/2022 No Yes No NIA Composite Edge Fiberglass Single Door with Sidefits(s) (Imvwnwouaaw ftq; XO; OX orOxo mnfis—flone) 3 c. Tnarma-Tru Flber-Clasalc one Smooh-SYof Nominal 0&#39.8.&quot Non-ImpaoISq.ot, Opaque 1221/2022 No Yes No NIA Fiberglass Composite Edget)os Pie Door vAm or 'without Sidelites:(In9Mrj/,Outswing, XXor fl''QrO confuurahons) 4 d. Thera -Ton Fiben.Classlc and Smooh-Star Nominal 7&#39i0 &quot,Non-Impact&quot Opaque 1213112022 No Yes No NIA Composite Edge .Flberglas:Single . Dow (InsWnglOulsvring, X configuration) 5 & Therma-Ton Fiber -Classic' and Smooth -Star Nominal 7&#3" &gtxCNon-IrtipaoIWot Opaque 1213112022 No Yes No NIA Composite Fudge Fiberglass Single Dow with Sidelde(a) (I:n.Wng/OutsW.g; XO OX or OXQ oortfiguraticns) 6 f. Therma-Tru Fbar-Class. and Smrmttt-Star Nominal SM13:0.8quatNon-lmpach1quot. Opaque. 123112022 No Yes No NlA.. Composite Edge Fiberglass Single Boor 0nswing/0utswong;.:X configuration) 7 g. Thera-Tru Fiber -Classic. and. Smooth -Star Nominal 8&#39;04uotNw-1mPapt&quot Opaque 12/3112022 No. Yes No NIA Composite Edge Fibaglm Single Coorriith Sideile(s) (I navvngloutswing;-XO, OX or OXO configurations) 8 h. Therma-Tru Fiber -Lassie and:$rnooth-Star Nominal 8&039;0&quotNw,4mpac38quot. Opaque 1MV2022 No Yes No NIA Composite Edge: Fiberglass Double Door VAthor without Sldeliters:(Inswing/OuSoMng- XX or OXXO 9 i.Therma-Tru Fiber-Ceasicend Smooth -Star configurations) Nominal 6&#39:8&quor:Non-Impagt&quolGlazed Composite Edge: Fiberglass Single Door 1213112022 No Yes No. NIA. 10 }Tnarma•Tru Pibar-Classicand Smooth -Star (rnsW hDfOutswhg' X mnfigutatidnj Nominal611,#31g&&4uotNon-I mpacMquot Glazed Composite Edge Fiberglass Sing is Door vdth 1213112022 No Yes No NIA. 11 k Therma-Tru Fiber -Classic and:Smooth,etar 5ldelfte(s).(lnswingloutlayng;,XO, OX ar oXO mniiguranonsl , Nominal 5039:8&quotNon-lmPe4&quot;. Glazed Composite Edge Fiberglass Double Door wth or 'vAthcut 1213112022 No Yes No NIA 12 L Therma-Teri Fiber -Classic and. Smooth -Star Sldelites.(fnawhVOufsvvmg' XXw OXX0 mnilgwattons). Nominal 7&#39;0&quotlMon-Impac38quot Glazed Composite Edge Fiberglass Singla.Door 1231/2022 No Yes No WA, 13 m.Therma-Tru Fiber -Classic and .Smoolh-St.r (lnsrringtovtswing; X.conhguration) Nor, pal 7&939;0&quotNon-Impad&gtiot Glazed Composite Edge Fiberglass Single Door with Sidelife(s) OX 1231F-K= No Yes No N/A 14 n.Therma-Tru Flber-Classic and Smooth -Star (InsWrI910utraxing; XO; or OXO omfigursponsj Nominal S&t139;08quotNon-Impaet&quot. Glued Gomposita Edge Fiberglass Slagle. Color 12/31/2722 No Yes No NIA 15 0. Therma-Tru Fiber -Classic. and-Srnoeth-Star (ImWng/0utswing;:X;configuration) Nominal 8&#39;0&quotNw-lmpad&qucC Glazed Composite Edge Fiberglass Single, Door with OXO 1231 M22 No Yes No, NIA 16 P. therma•Tru Flber-Classic and:5mmth•Star Sidalite(s) (I nsWng/Outswing: XO, OX w configurations) - Nominal8&#39;08quotNon-:impact&quot Glazed Composite Edge Fli ergeSS Double [Mon VAt'h or 123V2022 No Yes No NIA 17 d. Thwina-Ton Fiber•Ciaasic and.Smooth-Star without edeliess (InswingfOutswrig XX or OXXO Configurations) Nominal 6&#39,8&quotNon Impad&quw Opaque .Composite Edge' Fiberglass Single Dowvv h IM112022 No Yes No NIA 16 r. Therma-Tru Fiber-Classicand SmonthStar Transom (InSWn9KMsvving; Mconflgureboq) Nominal 6&#39;8&quot,Non-Impact8quot Opaque Composite Edge Ricargl'ass Single Ooo—An 123112022 No Yes No NIA 19 a, Therma-Tru Fiber -Classic and Smooth -Star Sidai te(a) and Transom (IrsswingPOuis vingi OIXO; O/OX or O/GXO configuratlons) Nominal 6&#% B &quotNon-Iffy aci&quot Opaque Composite Edge Fiberglass SingkoDow with 12131/2022 No Yes No NIA 20 tTherma Tru Fiber-Classk and Smooth -Star SRdelithat (Insrungloutsvwng; XO, OX oroxO Continuous Head slid Sill coMiguradom) Nominal 8&039,0&quot Non-lmpootaquot Opaque Composite ma Fiberglass Singlele.Dux wdin 12J3112022 No Yee No NIA 21 U. Therma-Tru Flber-Classic and Smooth -Star .vin fOutsswn9:XO OXwOXO 5ielte(s)0 Continuous Head and Sill configurations) Nominal 6&439;8 &quotNon-Imf ac!&quot; Glazed Composite Edge Fiberglass Single Door WO OXO 1279112022 No Yes No WA 22 v. Therma-Tru Fiber -Classic and. Smooth -Star Sidelwe{ (InswAnglOuisw4ng XO, OX or Continuous Herod -and ,)It mnhguratw4 Nominal 6&039;0&qugcNonlr6paGl8quot Glazed Composite Edge Fiberglass Single Door with OXO 17131/2022 No Yes No WA 23 wTharma-Tru Flber-Giaasio and. Smooth -Star Sidelfte(s) (lnsi,Ang/Outswing; XO OX or, Continuous Head and Sill configurations) Nominal 6&#39'a:&quot,Nw-Ih pad&quot Opaque Composite Edge. Fiberglass Door Panels veith Vented 1=112022 No Yes No NIA. 24 x: Therma-Tru Fiber -Classic antl Smooth -Star S cIeUts(s) (In.SrnnglOutswirw XX XXX or )(Ca52S oonfiguralions) Nominal 8&Pi39 0&quotNon ImpacAqurt, Opaque Composite Edge Fiberglass Door Panels with Vented XX 12131/2022 No Yes No NIA. 25 y. Tharmo Tru FA,erZiassicsnd Smooth -Sur Sidelits(s) (I nswinglOutsxmg XXX or)=X configurati ... ) Nominal 6&*M:B&quo1:Non-Impact&quot, Glazed 1213l/2022 No Yes No NIA Composite Edge Fiberglass Door Panels VAth Vented Sidel te(s) (In.Wnl0utswang; XX XXX or XXXX aonfiguralions) 26 z.Therma-Tru Fber-Classic and smooth -Star Nominal 8&M:O&qu,0on-Imbacl&quot :Glazed 12f31/2022 No Yes No WA Composite Edge Fiberglass Door Panelsvath-Venttl S clelae(s) (InsNfnW(Dut§Virtw];-XX; XXX or XXXX cwnfVuraticns). 27 za. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6=9;8&quot;Ncm- mPact&quot Glazed 12f3l/2022 No Yes No WA Composite Edge Fiberglass Single Dow with$&#3g•0 Sidelite(s) Qnsring10utswing; XO OX w OXO configurations) 26 Zb. Teerme-Tru Flber-Classic and ShmWlStar Nominal 6&439;6&quot Nor-] mpact&quot:Glazed 12r3112022 No Yes No NIA. Composite Edge Plberg lass Double Doorwith 38#39,0 Sidelitels (InoWng/O mg 0)(X0: o ntiguration) 29 W. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39 0:&quPt,Non-Impaclsquok Glazed 120112022 No Yes No N/A Composite Edge Fiberglass Single Doorwirh 3&Q9..0 Sideliteis) (InsvoinglGutswng; XO, OX or OXO confia 30 zd.Therma-Tru Fiber -Classic and Smooth -Star Nommguraal 6$don#3)9;0;8quoCldon-I mpact&quot;,Gfazed 1219112022 No Yes No NA Composite Edge Fiberglass Double [low with - 3&#39;0Sidalifes (InsWria10utsWng; OXXO configuration) 31 Ze.Therma-Tru Fiber-Clessicarld SmoomStar Nominal 79#39;0&qu0tNon-Impact&clLx� Shaker 12/31I2022 No Yes No NIA- Series Composite Edge Glazed Fiber Ias sngle Door W1 h w Wthout 1&#39,2 eadelde�� (Iriswingloutewing; X OX XO or QXOgwd gura[ions) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FLil62S9-R31 Code E!lO a Date PAL, = Date Status T._ r o Manufacturer Contact Engineer ValidatedBx Validated Submitted Pending QR ro Approved ey'si n 2020 R I o L GL S PO Y ASS USA a t License MauryAlpert, M ur AI er John W. 10I2612 20 1 2! 0 FBC 2/15/2020 0 t�2 2 20 _ 1 Category: Roofing S954233133DSmaipert@polyglass-coon Robert Nieminen Knezevich, PE ARRL4SLe1. Su bCategory: PE-591 BB (954j 772-$224 11LD1/2020 Underlaymerits, Compliance Method: Evaluation Report from a Florida Registered Architect or d Licensed Florida Professional FL#6269.R31 Engineer Products Query LWran a &{gprovedforUse Agr}mve4for Use lm= aeq k Product Model..Nurdyilr or Name Product Descri toll Contract Emira`tion Date In MZ Outside HVHZ Resistant 1 Polyglas,RoofUndedayments Roa6ngunderlaymerks 10121=22 No Yes NIA 1 Polyglass Roof Undadayments(HVHZ) Poryglass roof underfayments for use it) FBC1Z232023 Yes No WA HVHZjurlsdicltons. 2 Polyglass Roof Undedayments (non-HVHZ) Poryglass roof underlaymeMs, for use In 12I2312023 No Yes NIA FBC non-HVHZ )udsdlcdons. 1 Polyglass Roof UndeNaymerds(HVHZ) Polyglass roof underlaymeMs for use)n FBC12129f2023 Yes No NIA HVHZ Iurlsdidons. 2 Polyglass Roof Underlayments.(non-HVHZ) Polyglass roof underlaymeMs, for use an 1212BIX23 No Yes NIA FBC non-H VHZ)udsdlct(ons 1 PolyglassRoofUnder)ayments(HVHZj Polyglassroofunderlaymerdstoruse inFBC111 1323 Yes No N/A HVHZ jurisdictions. 2 Polyglass Roof Undedaymenta (non-HVHZ) Polyglass roof undedayments, for use in 12/23/2023 No Yes NIA FBC. ndn-HVHZ d upd 1s ictons 1 Polyglass, Roof Undeda yments (HVHZ) Poll la rod u. d rl end use 3 F8 1212 P ygl Y { � yg ss r n a aym s 1dx e n C 3%2Q23 Y es N o '1 NIA HVHZ jurisdictions. 2 Polyglass Roof Undelayments.(non-HVHZ) Poiyglascroof underlayments,for use in. 12r23I2023 No 14S NIA FBC: non-HVHZ jurisdictions. noel Pressure +N1AI-622,5 WA • WAI-622.5 WA +N1AI-622S NIA 3N1Ar-622.5 N/A +NiAI-622.5 Florida Department of Business & Professional Regulation Building Codersatld.Standards Product Approval Application Deta11 Pag.101 15r2921 �gfl IDULM ad, a+58 Date Pendino Wit Verson Manufacturer Contact Erigkraer a uo.r. Validated By valued ansmmad ?BC Approval Approved Status Affirmation 2D20 PGT lnduakiex Jana R.—Ill Womi-Dade BCCO-Cell Memi-Dade BCCO-VAL 11rVr4N 11NSa3020 11M 1/2020 Applwod Category: Wnd—s. ($0)486-0100 (Ta8)315-25M SubCalegary- single Hung jr.slyroldligpondv9Me9:t compflonc. Method: C.H.U. Mark or Listing om .. - .... QuAit. Aia_ Aocrandipr Usa :A,r-Wfrs.Use 100jam1, [Al wall Product Model. Nunperor flame Product Description Contract Expiration Date InHVKZ outside "HVHZ Resistant Pressure 2 SU6500 (Iarga Missileimpact)Vinyl 8191a Hung WiMav 67/30r2025 Yes Yes yes NIA Florida Department of Business & Professional Regulation Pagel at Building Codes and Standards f e:Iai Product Approval Appilcatton Detail .S,24t Ender or we Data Date Poland Do type Varcion Manutectur.r �Pt$�S. Enpuw.r& Licarisa Validated Bysubmitted:. FBC Apamval Apmbvm $tatuv Revision 2020 MI Windows and Doors Brentstinger American Archkedural -Steven M. Won. PE 1W8i202G 1010817G20 19tla=o Approved Category: Windows (717)3653306 manufacturer Assacixtion (71T)317-8454 "Category'. Haizorod3fider b,ruh"mhwd.00m Compliance rdemoR CerdflcxUon Mark ertistng - " 4t Prnd ,ys ®. 4 1.,.. _. , _. ' " Quality Asxurarrce Apar*wdfor Use AMlroved for Use.;bpAt ._,.. peaks, Bon.#. Product Mode. Numb or or Name Prodict Description Eanfract Emiratlan Cato. in HVHZ Cursed, RVHZ Rosislaw Prnssum i He 144 Mn sod Flonge Frame 73421 ilsukted Glens 02Mrs12024 No. Yes No-551.65 Flodda Department of Business & Professional Regulation peg.f arl Building Cods and Standards t&2021 Product Approval Application Detail Florida Department of Business & Professiprial Regulation Building Codes and Sta odrds Product Approval Application Detail Pape i tf l 1,15=21. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2:or2 :1010/2021 Sr993 - t t P41 Nis Date Pending ptilt 5244 grablyor 21111 post Date Pending ggfq TC Version Manufacturer Contact Enolnaer:&L.Idallas Validated By Validated-Farlit—val A000rsd Status I= Y-1- MenWaeturar Consul §ubmittgQ FBCAmrovel approved filim Ravfsion '2020 James Hamle.avllding Produsis. Inc, Chad Cords V. AnGraw Tan John 9quthord, RE, p1/05l2021 92114t2020 01N612021 rlln4 FBC Anon R.,A.ton 2020 A1.11. Nick Tham son Lyndon F-Sehmi@; P.E.- Ryan J, King P.E P =15=i p2I=1321 92177f2021 94(1312021 Approved Category: Panto Wells (909) 54"359 PE-51862 (W)3e7d528 Colog.w, Panel Walls. MG)922-2J89 FE•43409 (613) 767-6565 "Catsgory: faring ched.dleroks4 srmoshled sul ceag.rp; $.as nthcmpon@.I.ide.com Compliance Method: Evaluation Re Pon from a ,.con Compltande Method: Evaluation Rapotfrom a Flood. Registeredkchitect or. 1-1-- a i Florida Flodda Registered Architect or a 11—sed Flod_da _ PrAesslonal Engine. , :- -;, '. FkANkF12-RS Profeselonel Engineer :- -. , - .-: uW11s2-RBProduds - - ,' j Quality Assuraral AOMoyadfor Use. Anwov.d for Use fiBpiYrl postal PrddiffB[- Quality Assurance A—vad for Use Aaa,g dfor Use ia= Deslon asap Product Mode, Number or Name. Product Descrlatian cordract Exidreloll Date lu RVHZ Outside HVHZ Resistant fissure, slope Product Made[, Number or Moms, Product D.-notion Coer'art brormlldn Dal. hi HVHZ. Cutslda HVHZ Resistant Presaun 1 Cemplank L-P.9ding fiber -cement tap sitting 10312023 Yes Yes NIA WA f :a,&quct2T"-ct Sonk Vent a'$oil vdnyl.Salk 12MJ2023 No. Yes'. Me WA 2 H.rdlePlank Lot,Soing itler-cement inp.4.9 fmin023 Yes Yes NIA N/A 2 b:.&gUct:AAlience T4&q1nat:SoiSt Vent ar Sold Vinyl SdAt 12Zl=23 N. Yes No NIA 3 c,&quot:Greeptirier Vintage B04e0a'30 Sol Vent or solid Vinyl soffit 12f31/2023 NO Yes No PIA 4 d. &Wd:05&qugt; Sol" Vent a Sold Vinyl sera 1213l=3 No Yes No NIA 5 e.&qud;GttarlerO.kaquot;. Sit VenterScild Vmy4 saran 12312023 No Yes. No NIA 6' , Squd;Supar Span&q-0t sell Vent or.sold Vinyl Sof51 121912023 No. Yes. Nc NIA Florida Department of Business& Professlonal Regulation pag.I -aft Florida Cape [fitment -of Business :& Professional Regulation Pagel oft Building Codes and Standards 16s11,2121 Building Codes and starddards. 102021 Product Approval Application Detail ProductApproval Application Detail Code Ends, w apse 41 ral. Owe Pead , 299 _9Q* Entity r Data gets, Cate Pekin t Do doe. verslgn Alan T Manufacturer EnalneeB Lierme V Console _LWladatt.9y. FaC Acto—ad Validated submitted ag»rarl eta,- JI �aa Yelsiai&gnast Manufordurol`. limanoar&Lirarlas Validated By YW�.J2 I tl FBC.Aaeroval Beraer,9 itldgE Revision 2020 TAMKO Bulldog Products LLC e a " n John .. ez ch PE Kehl Edon Roo n Nbnarun- W. Kn .vt 10M412029 092912020: 10Jln029 12J15r202q roved Apo Ravlown. 2029 - L,V Yh soft..Ind. dlea'ThomPeen Architectural � .._. Tony Christman .Zachary R..Friel Steven M. Unch, PE .. owl TJ2020 091114r2G20 09122r2g20 , 12JI52020 Approved Category: Robing t417)62446844 P!~50fas (954)772-6224 Motels company(TAMCOt 4913)248-34% PE-74021 (717)317.8454 SubCatogp4lr Undem.yrnents kam_adedaamko:ram 0290QM: Roca19, tony®ll—, t.ltoanng.com Campllance_Method*. Evaluation Rapon Trrinl a subcategory: Rppfing Aroassorles that are an Florida Registered Afchlteotora Licensed. Ronda Integral Part efthe Rmeng System Professional Engineer Compiler" Method: Evaluatlm Report from a Fladd.;RegisteredArehlledt ova: Licensed Florida .. f ,.. .. Jfi#1272a.Re lafddudla ., .,. .„. a ,,.:.. , . ,. -, - ,. ,:- .. .,,: , ' Professional Engineer : QuallN Asmrranoo A anavvdrnr Use. Approved for floe Imoaet . owls- ,'� 'r "`"`" `„ ` - surance Sea* Product ModeNuroberorNam. ProductDeaodntion cantodExakatasDole. inHVHTi o„tsideHVHZ Rational Pressure QMILV AparovedforUse. AocrOwd for 'Jae ImlM 21= 1 TAMKO Root Underlayments:(HVFR) RwfundalaymentFrorusan FBCHVHZ 0812M23' Yes No. NIA WA Sw# ProtluatMoms. Numberw Name p�gggt„Desgroft C.'sract Expiration Data to HVHZ Outside HVFIZ assistant P.—re j!aisdlcdong. 1 =1111at Top Ott-Podge Vent with Sale for no 26 ga. static roofveMilatwwith baffle OS/082026 Yes Yes N/A WA 2 TAMKO Root UnderlaymentstMON-HVI­(Z) Roof underlaymentafor use n FBC non-HVI-a OrarAno23: No Yes N/A WA 2 TAMCO Gwsenock Vent 26 ga. 05109/2026 No Yes NIA •01-52,5 jurlsdo}iars, 3 TAMCO Off -Ridge Rbaf Ventrith Battle 26 as. east. —I'veMuetorrAm Integrated bride 060092026 Yes Yes NIA WA 4 TAN/CO Round Top Off -Ridge Vent with Baffle1W Tile 26 pa- stage roofvarllbtw Mph Game 09106/2026 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape i eel In2021 Q9k, EDMV Dal PdA pare P %kiln We ixn yarskul Manufacturer oC nte.1^ &I ineer&License Validated. Br Validated .Submitted. FBC Aoomval 9p(gg Wd Status Revision 2020 Lomenco Katrina Joky James L 89 6.tr, P.E, Steven M. Uilch, PE 1123(2020 112SM20 11r292020 dng FSC Appn Category: Roneng (501)983-6in PE-31242 (7i7)317-8454 - - SubCataggry: Rosen Accessakathetarean k)elleyelmanco.con hoe al Paraffins RohSYseon rap lisped Methotl: EvNuellpn ort.eercas mP Rep Florida ReglatereclArchited or a licensed Flonda Proi—ionpl Engineer E �1 admA rauce —.Spill._ Aubm or Use _�4: Appr a for Use dydso 1416iaSt P.rSl9a Sapp Product Modal Rumba or Nama P�(,pgAg[ip{{gp Cooked Expiration OMe In HVNi O t Ion MVH2 RaslNant j'rj,Pe yaF, 1 Deek-.Air-"DA-4 otTRl-Built Deck-Ar DA-4 LowPiddo, Palypmpykne Plastic, Roof Vent. iV10/2025 No >yes No *67.547.5 Mephantselyr Attached to Pyv+o dDeek:: Florida Department of Business & Professional Regulation Paull oil Building Codes and Standards 1/2512022 Product Approval Application Detail 226 Entrt v.or Maarlliucetrse.: gate 2& Data E%Wino 20A Type Veralon Manufacturer Contact. Validated By validated Submitted FBGApprovol Approved. -Status Revision 2020 All American 5huttersand.Glos5 Mike"Sarbied Frank L. Barmaid% RE TroyBichop. P. E, 1MSM020 1011512020 1110512= 12/15/2020 Approved Category; Shutters (561)712.9862, PE-0046549: - (954)S47.0860. Subcategory: Storm Portals mlkeboal lamericanshute Cempllande Memod; Evacuation Report from a rs.com Fiords Registered Architect or Licensed Florida Professional Engineer _Ft�ci �e65Ra'?rodledts Quotw Assurange Approved for Use Approved for use Impact Desion seq # Product Mode, Hum psr' of Items Product Description Contract Extoratfot Cartel In HVHZ Cutsnle,HYHZ Resistant Pressure 1 24ga Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panels 12f31r2022 'Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codas and 5tanderds Product Approval Application Detail Pag.1 brz 102021 .9.R4g: Entity or putt CIE pate Psndnc Do TJ Varston 'nlidatad Submitted FBC Approval Aoorovad Revision 2(120 MI Woolows and Doors Brent singer Amedcan Architectural Steven M. Uneh, PE 11/2212020 11/22f2020 112873020 Approved Category: :Windows' (717)355330 ManufacturArs Assocani :(71T)377.8454 Subcategory: Fixed p.Ibrtgc,Q.Ivd.com It' A Products.:. Compliance Method; Cerkric.tion Wk or Listmg - , I, _.... _. ` tons iW Assul . a _ .. oyedfor Usa royaef Lse. - AODr Apo lgig341 �7 see Product Model. Number or Name Pratluct [kscddlonContract Bxpiratlan Date In HVHZ outside NVNZ $get Pressure. 1 105 PW 73 x 72 lnaU,ted.CA— 041=023 No -Yes No e60/-60. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d f 182021 code'EMIN:or INA 2" Va. Pimtlind DAB 710170 Version Maburaeturer Contact Engineer&Lleense Validated By Vallaated "allned fOO Anproval ApproyBtl sttus Affirmation 2D20 PGTinduslrles Jens R0s.W1kl Mlaml-Olada SCCO-CER Miami -Dade SCCO-VAL 11MIM211 11109J2020 111i1/2020. Approved CatogwV Wndely. (941)486-e100. (700)315-2590 sulacategaw Mullions. ImsaNekddlpgtindustttec Complisn..MgUYPd: Certification Mark. LhAing , wo #iJ1Zfii,ists'Pentlpkts" _ - -.. __ _ ,, " _ .. GQuallty Assur A--iKifortfs,� A�-vedfacus■ �{ Qq§jgd $fa:4 Product Model. Number or Name- Product DwrlWon .forted axolralluHl Data In HVVZ. .Outside HVHZ Resetwtt Pressure 1 Muaans icrAll Doors: and Wlndoe'a Aluminum Muaons 05126202E Yes Yes Yes NA Florida Department of Business & Professional Regulation Building Codes aril Standards Product Approval Application Detail Pap.1of 102021 Code Eat* or 2" Ada Date Rmanp 20 TV" Version. Manufacturer Cadact Csneneer&uceinse. Va)Meed By Validated Submitted PBCApproval Aporaved status R'eAskin 2020 GAF Michael Slush Robert Memrnen John W. Knezevlch. PE 092OM20 092IJ2020 10i=020 12/15I2020 Appravod Category: Rgatng (900) 769.5411 PE-59166 (054) 772-s224 - . Subeatapdry: A ;ohak.Shingles , m9tiehaaf."m' Compliance Method: Evelustrm Report from a Florida RogisteredlArchihs t or a. Ucerised Florida Professional Engineer ` ima ,igd 3er6nuuet t ':` - -. - :.: - .. _, Quality Assurance Accoved for Use Approved for Use fmDBtt. 2111M uct Jsrod.Moml. Number or Name. Product DeseHodpn Cormad Pxoiratl,n Date. in HVNZ Outside HVHZ $egaio" Pr sa mire- 1 GAFAsphelt Rool'Shiigies Filsergasereinf—d!34eb, I -Areal. 5-toband 1711a2022 No Yas NIA NJA hlphidge asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail papel all 1116=1 code HtdN or 2%1 Dart Date.Pe"dina (;lobe Varslan Man ifactuer .Conrad Enakeer a Liters. Va ldeed BY Validated Submitted PBC Apri—oil Approved status 2 y Revision G Fotl4n Metal Inc.Clerk Jones James L. oar. P.E .Stevan M. Und1, PE Sup ... ?202A -029 9�2 0925d2 1DX342o20 12H6r2G2o Approved ApPwa . CMegay; Rooing (804)7534400 C6UCKEngneering (717)317.8454 Subcategoy. R.Sdng Aeeossdresthatorean dark@11—c6eam PE-31242 Integral Part ofthe Roaengbystem compliance Method: Evolueim Report from a Florida Regiatered-Ardnit.ctora U—sed F1o4da Proa.st... t Engineer t$Wlny Aseuralwe Seek Product Mod.l. Number or Name Product D-Alotlon Contract EXplratlon Data 3 3- FLAMCO &quot:RV 10 Ridget'VonlAquct; Aluminum Ridge Vents W pitched roofs fabricated 12131,2024 from 0.025' Auminum lineal[ Rtft Nesislad trraasura. No NIA Florida Department of Business & Professional Regulation Paee1 Pro Florida Department of Business & Professional Regulation Poet`I of Building Cods and Standards IM201 Building' Codes and Standards 125I2022. Product Approval Application Detail Product Approval Application Detail Code. Errtity or Date .Date Date Pondirq Date QWA ErWN or 2111 ,Dada Data P.wgng Re(g TT.- version 11krurfactur Contact Engineer& Latin, Validated ,all Vdidebd submitted FSC Aoomval. A-4 status T_ Version Manuracturar Contact Engineer &License Validated By Validated Submitted. FBC Approval Approved SYA IISt Re41sId1 Roofing 2020 Bin R 0 And&—R.bhi IAPW Uniform Eye atroc G W. Walk U once u .wry r# ii1U3721120 11N3I2020 11/05/2020 Apprabd R-Islon 2020 Global Protection Pr ucts. LLC. od Tim Robinson Walter A.Tat;Jr. P.E. John W. Knezevioh PE 8 _ _ D91012020 09/0612020- 1 (N07f2020 21r 20. 1 I..sl20 Approved App.ov. co.o ry Roosng (801) 3W-6w1 Services LLC M53 85"160. Category Shutters (954) 681)4W PE-44187 (964) 772-6224 SubCategory: Roofing n1a9 RebinAndersarebon,Loo SubCategory-Sbrm Panels: hm.robinsonCgppentcom compuanteMethod: evoluatlrn Rapod rem a In Compliance Method: Evaluation Reportfrom a Product E+aiwtlon Entity Florida Registered Architect ova Licensed Florida ,.€ti(rLia:Irixpraa'gis -- , i_ =`, , _,� :; ,,,.,_...- ,, , - Professional ional Engineer .. , Qual A Ity axurance A o dnx Approved .Us Anoroved for Us e � fNCStt pggJgp, ' .tt7t'Pja'dierhi -' = _.- : .. „ ' -;. Sack PYpdud Model. Nurnberg, Nemo. Rodrete.acrlptlnn ContragtExerelon Ogre: Is, O' ` srd. HVHZ 6d_ dilitI1&Ilt Pre ra Quality A lance Approved for Us@ A pproyed for Use Impact pe�lan iG' : xan snake.-Slgta Coun '..Blatt Split adE English 5et � YCountryP - flat Pro8la-Denver CO2l312020 �� No Ye. NIA NIA S # �y- PtotlUet Motel Number Name Product Description Contract Ex irate. pDate I HVHZ. p Dutside HVHZ H stun Resistant R ReaUro 17" ThephB p; Impact :Sexwy S60-SMte Shako &amp: Solt Shake Fiat Profile - Stockton. CA 12131202D No: Yes. NIA N/A 1 20 Gage Galvanized' Steel Storm. Par.sIs1HVHZ Conugated Galvanized Steel Storm Panels retained 123112022 Yes Yea Yes NIA 18:' ost 800-Slate h s& ;S it ak Sax y S .mp, Sh a %Profile-Riaio CA lV31 02D 12 No Yes NIA. WA 2. 24 Gage Galvanized Steel Storm PanNsftNHVHZ or not by tracks to provide hurricane protection. . Galvanized Steel Storm Panels retained 12l3112022 No Yes Yea N/A i9 la s&exony 700 6M1ake; Slav&amp; SpIILShaka o Flat Prohk•Stackhrii, CA 12/311202c No: Yos. MIA NIA orCorrugatedtby or not tracks to provide hurricane protection. 20 27 S.... y T00 -Shako, sl to &ramp; Split shake Tajas Esp.na f Be Reidne Fiat PrWlk M.N.' CA 121312020 Hgh Profile- Katy, TX 1 V312020 No No Yes yes NIA NIA N/A NIA 28' Villa Low. Prollla - Katy TX 1241QQ20 No Yea NIA N/A Florida Department of Business & Professional Regulation P.O. icf i Florida Depadmerd of Business & Professional Regulation Pagel off Building Codes and Standards 117=21 Building Codes and Standards IM2021 Product Approval Application Detail Product Approval Application Detail Vie; grAftor .Date Smile-. Q&PIardlial Pitt 31ml.. 7%afidgD " Manufacture confect En dmeer&.Ne®nss Wadded ati I Validated FeC Approval: _ StaN. Revision 202D Alpine p Btnvt Lev]. ]CC evaluation service. LLC. Wilaeni M. Ronlerl, PE 10J31 2020 1012=020 ! 11A.12020 5 ifA35n020 APp axed Category: Structural Crnponenps. (3211710-37l7 (4071681-1917 SubCat"aryi Truss Plates Fiealsgalplhaitv[.com Compliance Method, Evaluation. Report from e Product Evaluation Entity €t' pts¢3t Faa 1r(11 ... .. - , - - Quality A.sur.nta Approved for Use, Approvadfor Use Impact D" Seale Product Model. Number or Name Product Descrmdell contract ExpaMbn pale In HWZ Outetle+M¢ Resistant Pleasure 1 ITW BCG/Alptne. Hid— Shength LH&.mp: S) Metal Comachr Plate iV3112024 Yes Yes NIA NIA 2 ITW B=Alpine:Hinge Plate Metal Connector Rate 12I3112024 Yes Yes NIA NIA 3 ITW 8CG1A1o1heTMlox Metal Connector Plate In12024 Yes Yes NIA N/A 4: ITW BCG/Alpine Wt. Metal Connector Plate 12131/2024 Yes -Yes NIA NIA Florida Department of Business & Professional Regulation Papa 1 ova Florida Department of Business & Professional Regulation page 1 rI Florida Department of Business & Professional Regulation Paco i c1`2 Budding Codes and Standards 10OZ21 Building Codes and Standards V1412021 Building'Codesand Standards 9MU21121 Product Approval Application Detail Product Approval Application Detail Product ApprovalApplicationDetail ra* rEntih Dade oat- Date Pencil- 2d2 coast Entity - 9111Je au Dalbs Forms- lids Code Entity or 21t Data I131epenMna 2gg 1XIM Vmlm Manufacturer Coitsot Erldr erALcanse Validated By Validated submitted FBC-Au —,I A,,,,,d star- 7voo Version Manufacturer cor"ar Errolnaer B, License VWkIW.d By Validated supinited I°=Approval ADVDV Status. T iymeon penWachear Contact Engineer&ucarre. Validated ar Va'Mated ,*SibmHt�1 FBC Approval agpye wig Reufaitn 2020MlTak Inc Erin Wakdpn ICC Cvaloahon$Aca LLC ICC EvalualnBers 08n 12021 08A 9f2027 Oel232 Approved Revision 2020 Wovarsae Rob Bnldwin ICC EvauauoSe4cI-LC 1 Le k"ey, P.E.2Y22021 10€13220 02f721 MPrad Aipnatbn 2020W ha Aluminum, m Inc.Me Jots She Lul'l R. Lofts Seven M. Urkh. PE 111161202D itf18--20 11=2020 Approved Category: structural Components 052) S&B-8635- LLC. Category- Strudurei Components (263)$24-6470 (508) 839-3288 Category: Panel Wells (407).50Y-2008 PE-62514. (7ln:S17.6454 SuhCobl TntSs Plates cwelpen(pnYl.com (205) 599-98G0, SuhCaagaW Engineered Lumber gin R b.tA.Id1v n@weyems SrbC4tegary: Souks elph aalanxnumincQyaho Compliance Method: Evaluarldl Reportfrom a Camplknce Method, Evaluation Report from Buser vim Cmtpllance Memod: Evaluation Report imps o:mm Product Evzluollon Entity Product Evaluation Entity Fla'Ide RegWa.d Arehft-t..Licensed Fiorito ".€r#atar Ra rhadpcta ,;-. .. .. ::'. .. .. .. ,, .::. ,., ". -. ,. :: ...-. �.._, _. ,.:. .. r. .f, , „ . .r . ;. :.,, „, ... ., . . -. , --,: ,.:.-:. ... FJa.6'r.2._..� fir ,. •, :: „: -_„; ,. ,.- -..,,. .. ",- .'-. .'. ., .:. _ ... - ., _ .' ,.,:. r e asltnal Engineer , 'QualHy Assuaance r, , , Apnrgve0 for Us Aporavedior Use itn &tslJg3 .Cri,iNy Assuanea Aopray.d Par Us[ Agorowd forUse EelatSl Donlon.`{��. .. dpdit .. . : „ , r.-..,.,,. .. "' - y „ . . , _ , , , „ . . , _ ` ` . -- r , _. .3 "' ,1 ,_ :. - $044 Product Model. Number or Nam[. C Pfi2duc[DeaerlWol Comract Bxnlydlbn Date �.1n HVHZ OWSIde HVHZ $9&Q(g11t sun a �A Product Model, Numberor Nama ProductDeecrlolen Centres E reflon —� pate -Outside HVHZ flusllly Aesureiue. Aooroyetl [or Use Approved for Use Impact Deslon 1 M19AH5 1a 94 high strength" truss connectorplate nnia022. Yes: Yes NIA NIA 1 Mlcrosam LVL Laminated Vanoor Lumber p31312023i No Yes N(A NIA .eau#. Roduct Model, Numnxw Nam[. F,duet U—n,non :ContractExmratim Data. in RVHZ Otrtsld. HVHZ assistant Prxsurs. 2 M18SHs 16 ga super h'lgh. strenithtruss comector:plate 121312022.. Yes' Yes NM NJA 2 Porous. PSI. Parallel 6banaLumiber 03f392023. No Yes NIA WA 1 .Alpha Aluminum adid Bump Vented Aluminum9olTiU Agha AIUt Vented Aluminum 07l302023 Nb. Yes No NIA 3 MII 16 on 16:.go, atlas cn.dor pIate iV31/2022 Yes: Yes NIA WA 3 m nderarand LSL Laminated Sband Lumber Q31312023, No. Yes N7A WA GMu &arnp; Wood: 5or5v CMU damp' & rnpighd&er[ip; Woad -. 4 M71 Sh15 18 ge; high streconnectornglhtrutsconnectorne. pi12l312022. Yes : Yes.. F11A. NJA 4 TJ ftim Boats Structural composite tumbtYa[Orleptedflrarrct a3f31202A: fJo: Yes MIA MIA - 5 MT20H8. 20 onhtph strength truss connector plate 428V2022 Yes Yes. NIA NIA board RIM Board a TO&MT18 I gar truss c .I.r Plata, 12f312022 Yes Yes MIA NJA 5 WeyerhaeuserRkn Board Odentad.Strand Board Ran Board =312on No Yes N!A TWA 7 TL201 MT29 20 ga. truss connector plates 121312022 Yes Yes. NIA TUA May 27, 2022 -tl--a N a) = _ M a) a 4 a) a) 0 moo" -e.. � CMW CU }J ^` W O OEL 0 qO W • O LL r- CU .W —0 W p 1` „C (^� .ii . — C 0 a Z Z W J Cam/ _ IN -= N > W 0 '= t= = L-- = i) -= co to< - = W_ r]- fC = - - fV .= d = Cc .. CV �, °: W tom_ = — E = s _ 4 CJ 3 to s.. M y as _=7 •� f.) G1 > = I= y, 07 44 7+ � .— A c/s tZ = E M O Q. It.) C w CIO L 0) E'elloo-ell z co � M CV > 0 C O CL Q L. 0� U O < L (1) 0 W O L W C C Q Z J Z Q t2 SHEET NO. PA 1.1 fU Cn -Cu N . ~r U 2 .. Simpson Strong .Tie 2020 FBC Approved Produf�ts, - For direct links to. all SST approvals listed below, CLICK HERE-, Updated! p � Simpson Strong Tfe 2020 FBC Approved Products For dkec! links toall SST approvals Isted Below, CLICK. HERE U dated 12f30/2eZD p _ ®Simpson Strong -Tie 2020 FBC Approved Products. For drect Inks to all SST approvals Eared below, CLICK HERE- Updated r r3or2o o post d Z 2 _ ®Simpson Strong -Tie 2020 FBC Approved Products fa direct links to Ali SST approvals listed below, CLICK HERE. u , .dated 2/302020 p L CU �♦ Q W O O L f"1 - For add Ioa InTomadon r g ardng Flard s fApprDv-al. tom and Ma -Da e`CantyNdtlaeOf Acceptance (NOflowfe.Produ N, CLICK iE0 5 StaIOWlde PfOOdat:A tn0 Coin1 Prdw For information regarding F_ _al am8Nan-Dade NdCO DfACCe rands(N4A) Fqaddit xl I imdfmationrr?9ardh9F Ofds:tda Statewide @ PrOdip PfO_WaI t0 and. ar-Dad@.C..a t Ndda.e.o.Anna a.nC N,.O_A). ForadditronaIIMamato t@9ar . FI rIca s Statewide Product Approval StamadM ard-Dadata t Not ea AccaPtanaeNOA),lad gUC ERE ._ ^^'' (f,, FL#2355-R7 FL#1 0446•R6 Fl 0466-R5 II HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8" to 0• 0 9116" and heights to nging from 4.5116" to 11". Concealed flange U gad # Product Model. Number or Name Product Description 3eg # Product Model. Num ber or Name Product Qmdgtiun sec 0 Product Model. Number or Name Product Description version (H USC) available for models having width equal to or O O 1 Then Stainless Steel Concrete.& Masonry Screwy (TTN-SS) 1l4" diameter Titan stainlesssteel masonry screw 1 A21, A2$, A33, A34 A35 A44 Angles 1 8T, 8T6, 8TH Brick Ties greater than3-9116". = O L L 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12 CMST14, OMSTC18 Coiled Strapa 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- Q O 3 APB44, APB44R, APVB56, APB66R APB88 APB88R APB1010, APB1010R, APVS44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, C622 Coiled Straps 518" and heights ranging from 9-114" to 16". 0 O L _ -,__a FL#95ft-R6 APVB44R APVB66APV886R, APVB88, APV888R, APV81010, APVBIDIOR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3 63SDS, LGU5,25-SDS Face -mount hangers (a O a}- (a 4 APDJT2-4, APDJT2R-4 APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJf2-6; Outdoor Accents Deck Joist Ties 5 CTS218 Cam pressronlFension Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers M O > Se^# Product Model. Number or Name Product Descrlotfon APVD;JT2R 6 6 DSP, usSP', TSP Stud to Plate be 15 LUC26Z, LUC2107 Face -mount hangers , Cl)-0 E Q 1 SD'10112DBB Outdoor Accents Connector Screw 5 APHH46, APHIl APHH610, APHHeICR Outdoor Accents Heavy Hanger 7 H1, H10A H25A, H3, HO, N7Z, H16, Il H16-2, H16.26 Hurricane Ties 16 LUIS series hangers Face -mount hangers available in Wdths ranging from 14161a 4- Cl)a) L 2 SD9112, 809212;,SO10112, SDIO212 Strong -Drive -SD Connector Screw, 6 APL4, APL6, APT4r APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3; HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15116', U) ( a. O C 3 SD9112SS SD9212SS' Strong-DriveSD Connector SS Screw 7 APLH24 APLH24R. APLH26, APLH26R,.APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 HurricaneTfe 17 MGU3.63-SDS, MGU5.25 SOS, MGU5.50-SDS, MGU5.62-SDS, MGU7,00-SDS Face -mount hangers CO a'F" _* - Q d SDCF22434 SDCF2 12 F2 14 SDCF22700 SDCF2285$ SDCF 2 14 25 . SDG 26 2 10 -Stang-Drive . Strap •DrveSDCP i ber- F Screw g L _ T m C S yew 8 BVLZ Brick Veneer der Connector B K a Leg C n 10 S52-SDS1.5 H -2-SD 3 HSS2+3•SDS3:.HSSA•SD53 H SS2 S, , _ Heavy :Stull -Shoe y 1$ MlUsenes hangers hanghangers .. „ r: Face -mount e v I r r - / - available able In widths ranging from 1 9 16 to a 1� f � �/'� . _ v J SDCF221134, SDCF221334 SOCF271958, 5DCF272$58- 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3. HSTS HSTS Straight Straps 118" and heights ranging from 6.15t16" tD 19-112". 5 SDCP22434, SDCP22512 SDCP22614, SDCP22700, SDOP22858 SDCP22912, Strong -Drive SDCP Tirnber-C P Screw 10 CJi CJT42'., CJT57. CJTOZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTSZ$ , HTS94, HTS30C Heavy Twat Strap 19 MUS28, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQIBKTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC; SULC series hangers Skewed face -mount hangers available In Wdths 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 9115" to 3-9/18" and heights ranging from 3-1115'te 13-3/4". 7 SDS25112, SDS25134, SDS25200,;SDS25212, SDS25300, SDS25312, SOS25412 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, _STAB, LSTA15, LSTA18, LSTA21, LSTA24, L6TA30, LSTA36 Straight. Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS2560D, SDS25800 14 FWAl,1Z Foundation Wail Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; on ly acute flange is concealed. 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS2530OSS, SDS25512SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers_ Face -mount hangers available in widths rangingfrom 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2720, SDWF2730 Strong -Drive SDWF Floor -to - Floor Screw 16 ll 1­12.5T, H8, H10A•2, HIOS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6' and heights ranging from 2.518 ro 11.114". 17 18 HCJTZ Il HH6 Heavy Concealed JoistTia - Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium GirderTiedown Straight Straps FL#10007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA16, MSTA18, MSTA21, MSTA24, MSTA30, M8TA36 MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L7Q, L90 Angles 22 M$TC28 MSTC40, MSTC52 MSTC66, MSTC78 Straight Straps sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTG48B3, MST0668.5 Pre -Bent Straps Sea # Product Model Num ber or Name Product Description i ATR318, AT RVZ ATR5/8 ATR314 Threaded Rods 22 LS30, L850 LS70, LSW Skewable Angles 24 MSTI26, MSTI36; MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUD8-2, ATUD9, ATUD9-2, ATUD9-3, ATU014, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIS, MTS18 MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8' and heights ranging from 7.118" to 30", 3 BP318- BP112 BP112-3 BP5t8=- 8P.�113 3 8R '4 6 4- TU 3-4 2, 2, 3/ , P3/ 3, BPR D Bearing PI t ea rig a es 24 L53.i26LZ, LSSJ2OR2, LSSJ2l3LZ; LSSJ2$RZ, LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hangar 26 A 10-1 1 - 2 NCA 8. 6 CA x1 -16 CA 12-16 NC 2x 2, NCA2x 2 1 2x 1 , N 2 0 , N 2x Bridging Idg g 2 DGBF Wes hangers' seTop v - - flange hangers available m wnndk'rs ranging from 3 a18 to 7 4 CNW318, CNW122; CNW518, CNW314 CNW5f8-112, CNW314-5/8 Coupler Nuts 25 LSSRI.81, LSSR2.1, LSSR237, L`SSR2.56 LSSR210-2, LSSR410 Field Adjustable Slopeable/Skeivable Hanger 27 RCW812 RCWB14 Wall Bracing 1/8' and heights ranging from 9-114" to 24", 5 CTUD55, CTUD65, CTUD66, CTUD75,, CTUD76, CTUDT7, CTUDST CTUD86, CTUD97; Coupling Take UpDevice 26 LTP4, LTP5 Tie Plates 28 RP$18 RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- QTUD98, CTUD99 27 ML23Z, Mll ML26Z, ML26Z, ML2107 Angles 29 RSP4 ^Glud to Plate Connector $18" and sleights ranging from 7-114" to 24". e ll N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Dawn 30 SP1, $P2, SP4; SP6, SPS StJd Plata Tie 4 DGHF series hangars Top flange hangars available in vAdths ranging from 1.314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD6 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1,5, SS2:5, SS3, SS4.5 Stud Shoe 5 Ill EG7, EG9 series hangers Top flange hangers Available in widrhs ranging from 5-114" to 8- 9 TUW38 Take -Up Washer 31 R807RBCP Roof Boundary Clips 33 ST9, ST1.2, ST18; ST22, ST292, ST2122, 5'T2115, ST2215, ST5215, ST8224; ST6236 Straight Straps 7f8" and heights ranging from 11"to 32-1/2'. 10 URS3 3/8" :Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, T830; TB36, T842, TB48, TB54, TB56, T860 Tension Bridging 6 EGO series hangers Top flange hangers: available In widths ranging from 3-618" to 7- 11 URS4 112" Uplift Rod RunTledowm System 33 RTC22Z, RTC42, RT02Z, RTC44 Rigid Tie Connectors 35 TWB10, TWW2, TWI314 Wail Bracing IA" and heights ranging from I IAW'to 32'. 12 URSS 5A" Uplift Rod RunTiedown System- 34 STC, STCT, OTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 OILS series hangers Saddlehangers available in widths ranging from 3-1 X'to B-718" 13 URS6 314" Uplift Rod Run Tisrlown System 35 TJC37, TJC57 Truss Jack Clips 37 WS106 WB108C, WBi20, WB1260, W6143C Wall Bracing and heights ranging from 8-If2"to 28"- 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in w oths ranging from 3-114'to7- 118" and heights ranging from 11"to'32'. FL#1W41-R6 FL#10531-115 9 H8 series hangers Top flange hangers available in widths ranging from 1.9116" to T- FL#J0447-R5' 112 And heights ranging from V. to 30", Sec # Product Model. Num ber or Name Product Dilsoribtion 38c # Product Model. Num ber or Name Product Descrlotfon 10 HGLS series hangers Saddle hangers available In widths ranging from 5-114'to 8-7M" 1 DTT2 Hold-down Sea it Product Model, Num bar or Name Product Descrigtfcn 1 CBH2;37x55, CBH2.37x763,GBHZ37x9.75 Concealed hangers and heights ranging from 10-10 to 26'- 2 HDC1014, HOC10122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (OU, DHU)and topllange (DHUTF) hangars 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ1'1, HHDQ14 Hold-down 2 DSC2R-SOS3, DSC2L SDS3, DSC5R-SDS3, DSC5L-8DS3 Drag Strut Connectors available in widths ranging from 1-9110" to 3-9116" and heights 718' and heights ranging from 7-117'to32". 4 HDU2, HDU4, HDU5, Hill HDU11, HOU14 Hold -dawn 3 GBC Gable Brace Connector ranging from 9-118 to 23.15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCPZ HCP4 Hip Corner Plate 3 HGU.3.63-SDS, HGUS 25-SDu, HGU5.50-SDS, HGU5,62-SDS, HGU7,00-SDS, HGU7.25> Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHR044, HHRC5.25/3,25, HHRC5.37/3.lZ Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 13 HIT se nes hangers Top flange han gees availabla in Wdths ranging from 2-5115"to3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9118" and heights ranging from f8"to 26". 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC1.81, HRO22 Hip Ridge Connector 318" and heights ranging from 5-5116" h3 12-718", 14 HUSTF series hangers Top flangejoist hangers available inwidths ranging from 3-118"te 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7,00SOS, HHGU7 25SDS, Face -mount hangers 3-9116" and heights ranging from5-SM" to 13-1l8". 10 PAI18, PAI23:. PA128; PA135. Strap -style purlin anchor 8 LSU28, LSSU28., LSSU210 Light'SlopeablefSkewableU.Hanger HHGU9,00-SDS 15 HUTF; HUCTF series hangers Topflange hangers. available in widths ranging from 1-13MV'to 5- 11 STHDI Q STHDi ORJ Strap -style hold-down $ TBIl TBEO Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS41 a HHUS ,M10, Face -mount hangers 1/2" and heights ranging from 3-7f1.6''to 16% Concealed flange 12 STHD14, STHDI4RJ Strap-styla hold-down 10 TC24: TC26, TC28 Truss Clip HHUS7 25110 version (HUCTF). availabia.for all models having width equal to or 11 THA29, THA213, THA218, THA21$-2, THA222-2,THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC saries hangers Skewed face -mount hangers available in widths ranging from 3• greater than 2-9/10". THAC422, THA426_ THAd22-2j THA426-2 1/8' to 5-1/8" antl heights ranging from 4-NW'to 15-3/4"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- o 12 THAI1.81122, THAl2.06122, THAI21122, THAI222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sized for Waists Concealed flange version (HSURC,. HSULC) available for all 118" and heights ranging from5-3t8'to 28". -p 13 THAL422, THAR422 Skewed Truss Hanger double2XaW4Xmodeis,onlyacuteflangaisconcealed. 17 HWPH series hangers Tap flange hangers Available m w�ridths ranging from 1-9118" to 7- C%* d :a- 'p W 14 THJA26 LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26; HTU2% HTU210, HTU26 2, HTU25-2, HTU210.2 Face -mount hangers 1/2 and heighis ranging from 5.318" to 37': C%4 t 15 THJM2-4-SDS3, THJM2 5SDS3, THJU26, THJU26-W .Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in Wdths ranging from 1-9/16" to 7- 18 ITS series hangers Tap flange hangers available in widths ranging from 1-9116"to 3- 16 TSBR2-24 Truss Spacer.Restrafnt 112' and heights ranging from 2-718" to 1�1/4", Concealed flange 518" and heights ranging from 9.1 t8" to,16". 1. m � 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 1-9118" and heights 18 ViCR ValleyTYusS Clip 9 reaterthan2-9/16", ranging from 5.318 to 7.1/4", yr p a„ N , 10 HUCQ1,61/9-SDS, HUCQ1:81111SDS, HUCQ210.2SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in YAdth of 1-9/16" and heights r�i> N SDS, HUC4410-SDS, HUGg412-.SDS, HUC25.25/9-SDS, HUCQ5.25/11-SDS, HUCQ610- ranging from 9-3116"tp13AJS". ar SDS, HUCQ612-SDS chi .�.. c C r 4 cp cc i y � r� 7^e �aA Cc w O- 0 .r- .' Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30Y2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 1ZW/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals Acted below, CLICK HERE. For direct links to all SST sxrovsis listed_ below,. CLICK HERE, For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to ell SST approvals listed below. CLICK. HERE. . For additional Information regarding Ficrida's Statewide Product Approval al System and Mam-Dada County Notice of Acceptance (NOA), CLICK HERE .Far addiaal irfamaUonribgerding Florida'sFlaida's Statewide Product Approval SystemmidNai-0ada Coon tyNatice of Acceptance {NOA}, CLCK HEE For additional information regardingFlodias Statewide Approval S-ystam and hai-Dade CntyNoticeofAcre Lance {NOA),CL Far addional information regarding Florida'sFladda'sStatewide Product Systemand Mam'-Dade County of Acceptance (NOA), CL iCKH, 21 LB series. hangers Top flange hangers available in width of 1 -QM 0" and heights FL#11466-R5 18 SVLBV1 56, S1LBV1.81, S1LBV206, S/LBV2.37, S/LBV2 56, SILBV2,6S, S1LBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from5.3f8 to15-1i8", S/LBV3 56 S/LBV162 &L5V406, SfLBU4.12 S1LISV4.28, S1LSV4 75 S/LBu5.50, 6 Strong -Bolt 2(ST62, ST62:4SS, STB2-i Strong-nck2 WedgeAnchorforconcrete-available in carbon 22 LBAZ series hangers Top flange hangers available in wvidth•of 1-9116" and heights Sec A Product Model. Numberor Name Product Description 19 SILTT20 51DlT2Z, SMTT14, HTT4, HTT5 Holdowns steel and Types 304,and 316 staintesssteel ranging from g-3116' to 13-11W. 1 HHUS210 3 HHUS210.4 Joist Hanger 20 S/MST60, SlMST72 Straps 11$ mil (10 ga) 7 Titan HD (THDrH, THD-HMG; THD-H48S, THD-H6S5, THD-CS, THD-CSSSS) Ttmn HD Heavy Duty aacrewAnchorfor concreteand masonry 23 LEG3:, Lll LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 Il HRS8, HRS12 Strap Tias 21 SP4, Sp6 Stud Plate Ties avallabie with hex head: in carbon steel and Types NA and 316 TM" and heights ranging from e'to 33-112'.. 3 HUCQ210-2-8DS, HUCQ210-3-SDS, HUCq'310-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 5-14'to 6- 4 THGB2, THG93, THG8H2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9` to 32-112', 5 THG02-SDS3, THGQ3 SDS4:5, THGOH2-SDS3, THGQH3-SD84:5 THGOH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (rHD37634RG, THD50934RC) Titen HD Threaded Rod Coupierfor 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 TJC31 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDI337158RH THD37212RH, Then HD Threaded Rod Hanger for concrete if8' and heighta ranging from 9-114"to 24", THD5C234RH, THDIC2121I 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7- VIT'. FL#11473-R5 FL#13904-R5 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 1.9116" td 7- Sec # Product Model. Mintier or Name Product Description sS€9l Product Model. Number or Name Product Description FL#16230-116 118" and heights ranging 9114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM382 SDSHDG, CCQM4-62-SDSHDG, CCQM5.50-SDSHDG CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQMd 62-SDSG OCTQM5,50-SDSG, CCCQM3.62•SOSG, CCCQM462-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H16S, H16 2; H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete. or masonry FL#10860-R5 4 HETA12, HETA16, HETA20 HETA24: HFTA40 Embedded Truss Anchor 2 ECCLQM3.62G-Kr, ECCLOM4.62G-Kr, ECCLQM5.50G-Kr, ECCLLQM03,62G-1l Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesiwefor nrasonry 5 1 HETALI6 HETAL20 Embedded Truss Anchor ECCLLQMD4:62G-KT ECCI.LQMDS GOG-KT, ECCLRQM03:82G KT, ECCtRQMD4.62G• 3 SET-XP SET-Xp High -Strength Epoxy Adhesive for masonry Sec # Product Model. Number or Name Praduct Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECC1_RQMD5 50G-KT 4 Strong•Boit2 (STI32) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABA66R Adjustable Post Base 7 HHETAIG HHETA20 HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM525 HGUMS,50, 14GUM7 00, HGUMT25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (fTN2) Titan 2 Screw Anchor for Concrete �✓ 2 ABU44; ABU44R, ABU46 ABU46R, ABUS•a: ABUS•6, ABU65, ABU66 ABU66R, RBU88, Adjustable Post Baca 8 LGT2, LGT3-SDS2a LGT45DS3 GlyderTiedown 4 L 2 2 L '` 2 .LGU U 28 U 2 3 LG 28- LGU. 0 2 GUM 6• GUM 6.3,. M26-4, LG M 2, LG M 8 UM 4, M21 Masonry B Hangers camT 6 its SS HQ 65S D S S n HD (rHD H4 ,, T H , TH •C 6 S) v Titan HD Hea y-DutyScreuvAnchcr for concrete available in 304 ABU88R, ABUI010; ABU1010R; ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210.3 LGUM2104, LGUM46, LGUM48, LGUM410 or 316.stainless steelvvrth hex head, and 316 Stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z; ABW40RZ, ABW66Z, ABW66RZ, ABW7.7 AC4, AC4R; ACE4, AC6, AC6R, ACE6 Adjustable Post Base Post Cap 10 11 META12, META16, META18, ME7 A20, META24, ME-FA40 MSTAM24, MSTAM36, MSTCM40, msTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA312/9.25, MBHA3.12111 25, MBHA3.5617.25, MBHA3 5619.25, MBHA3 56111.25, MBHA3.56/11.88, MSHA356i14, MBHA3.56/16, MBHA3.5611 8, MBHAS 5Of7.25, Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Then Turbo Screw Anchor for concrete or masonry Z 5 BC4, BC46, BC4R, BC6, BOOR; BOB, BCS2-2/4, SCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM116, HTSM20 Twist Strap for Masonry MBHAS 5019.25, M8HA5 50f11.25, MSHA5.50/11.88; MBHA5.50f14 MBHA5 50i16, 6 CB44, CB46 CS48, 0866, C1388 Embedded Column Bass MBHA5.5Dfl8 CIO 7 CBSQ44-SD52, CBSQ46-SDS2, CBSQS6-SDS2, CBSQ86-SDS2, CBSQ88-SOS2 Embedded Column Base 6 MBHU3.56/9.25, M8HU3 56111 25, MBHU3.56111.88, MBHU3.56114 MBHU3.56116, Masonry Beam Hangers FLf#1W37-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to 9.1r2" and FL#11496-R5 MBHU3,56/18, M8HU550f9..25, MSHU5-.50111;25, MBHU5.50111..88 MBHU550/14, W2 ranging from 3.518" to7.1f2" MBHU5.50116, MBHUS50116 Sac # Product Model. Num ber or Name Product Description O 9 CCQ-SDS2;5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9.112" and Sec # Product Model. Num bar or Name Product Description 1 X34B1018-5K, X S1016, X161016-4K; XQ1S1016, XQ161016-4K 410.16 Strong•Dnve X MetalSeV-Drilling, Tapping Screws with /R3 L� W2 ranging from 3816" to 7.1/2" 1 DTT1Z Dock Tension Tie Drill Point > 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 H012, HD19 Bolted Holdowns FL#13975-116 2 XLQ1I4T1224, XLQ114B1224.2K 412.24 Strong -Drive XL Large -Head Metal Spff-Drilling, Tapping 11 12 EPB44A, EP844, IlEPB66' Il Embedded Post Base Embedded Post Base 3 4 Ill HD5B, HD78 H09B HTT4, HT75, 14TT"14 Bolted Holdowns Tension Ties Sap .# Product Model, Number or Name Product Description 3 XMQ114SI224, XMQ114SI224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head #12,24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LC844, LCB66 Embedded Column Base 5 llLTT20B; LTT131 Light Tension Ties I SDW223M SDW22338, SDW22438,,SOW22458,,SDW200;- 250O, $QW226SDW22638,, Strong -Drive SOW EWP PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCSZ Light Post Cap: Base. 2 SDW22634 SDWC TRUSS Screw 4 X0114SI 224, Xp'114B1224-2 5K, X114SI224, XQi 12$1224, XQ112BI224-2K #12.24 Strong Drive X`Metal Self-Rrilling, Tapping Screws with #6 Drill Point (, 15 MPB44Z, MPB66Z, MPB68Z Moment Post SDW615450. SDWC15600 Strong-Dtive 16 PB44, PB44R, PB46, PB66, PB6BR Embedded Post Base FL413628-115 3 SDWH19300DB, SDWH1940008, $DWH19600DB, $DWH19800D8, SDWH191000DB Strong -Drive SDWH TIMBER HEXSarew a XU34S1016 XU318101651K #10 16 Strong -Drive XU MetalSelf-Drilling; Tapping Screws with 17 PBS44A, PBS46, PBS68 Embedded Post Base 4 SDWH27400G, SOW14275DOG, SDWH27800G, SDWH271000G, SDWH2712DOG 5trong-Drive SDWH TIMBER -HEJX HDG Screw #1 Drill Point 18 PBV6, PBV10 PC44-15: Round Post Base Cap Sea A 1 Product Model. Number or Name SB718x24 Product Description SB Anchor Bolts 5 6 SDWS16212, SDWS10300,_SDWSI6312. SDWS16400 SDWS19600,SDVVS1971Z SDWS22400,SDWS22500,SDWS22512, SDW322600, Strang -Drive SDWS FRAMING Screw Strong SOWS TIMBER Screw Grade) O 19 PC46-16, PC48-16. PC64-16, PC56-16: EPC44-16, EPC46-16, EP048-18, EPC64-16, EPC88-113 Post 2 SB5/8x24 SB1x3b SSTB16, SSTB20SSTB24, SSTB28, SST834, SST836, SST816L, SSTB20L, SSTB24L, SSTS Anchor Bolts SDWS22800, SDWS22960, SOWS221 WO, SDWS221100, SDWS221200;,SDWS221500 -Drive (interior FL#35320-RO L 2D PO4Z; PC4R7, PC8Z, PCBRZ, PC$Z, PC8I EPC4Z, EPC4IRZ, EPC6Z, EPC6RZ, EPC8Z, Post Cap. SSTB28L 7 SDWS22Z300D6, SDWS22400DB, SOWS2250008, 50WS22600DB, SDWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPCBRZ 5DW5221000QB .gW Product Model. Numberor Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB,.S0WS22512DBB Outdoor Accents Structural Wood Screw 1 DSS0843 5, DSSCS48, DSSC048, DSHS Bypass Framing Drift Strut Connector A l 22 RPBZ Retrofit Post Bass FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS2750OSS, SDWS276008S, SDWS278WSS; Strong -Drive SOWS TIMBER SS Screw 2 F-CB43 5, FC845:5, FCB4T5: FC649.5, FCB411.5 Bypass Framing Fixed -Clip Connector 5DW$271000SS, SDWS2712DOSS 3 FPHSD34S1016;.FPHSD34B1016, FPHSD3481016-5K; FPHSD3451214, #10-16 and .#12 14 Strong -Drive FPHSD Framing-to-CFS Self- v' Sea # Product Model, Number or Name Product Description 1D SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSDa4B1214.5K Drilling, Tapping Screws `AVT F1#10866-R5 1 CMST12, CMST14, CM$TC16, CS14 CS16, CSIS, C820, CS22 Coiled Straps 11 STN22 Outdoor Accents Helt.Head Washer 4 LSFC2.2a, LSFC425, LSFC6-25, SF02.25 SFC425, SFC6.25 Steel Framing Connector U 2 HRS6, HRS8, HRS12, FHA6,'-FHA&, FHAl2, FHA18, FHA24, FHA30 MSTI26,MSTI36, Straps 97 mil (12 ga) 5 L'SSC4 25, LSSC6.25, SSC2,25 SSC4.25 SSC6.25: MSSC225, MSSC4.25 MSSC6.25, Steel Stud Connectors Sea # 1 Product Model. Num ber or Name FJA, FSA Product Description Foundation Anchor 3 MST1418, MSTIW, MSTI72, S/MST27, S1MST37, SIMST46 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C- Heavy Twist Straps FL#15363-R3: '6 MSSG425KW MS5C6 25KW RCKUW3, RCKW5,5, RCKW7.5 RCKW38. RCKVV5.5S Rigid Knee Wall Connector Q 2 FRFP Flat Retrofit Foundation Plate d LSTA30, LSTA36,.1I LSTl73, MSTA9, MSTA12, MSTA15, MSTA18 MSTA21, MSTP24 Straps 43 mil (18 ga) 7 SCB43 5, 80845 5, SC647 5, 80'649.5; SC5411,5, MSCB45-5, MSCS47.5 Bypass Framing $fide -Clip Connector o/"� 3 - GH46.6, GH46 8 G H48-6 GH48 8 GH410-6 GH410 8, GH66.6 GH66-8 GH68 fi GHfi8- , Girder Hanger n9 5 LSTA9, LSTA12 LSTA15. LSTA18 LSTA21. LSTA24 ST292 ST2122, ST2115 ST2215 , . Straps 33 ill 20 a >�' ( g) Sea # Product Model. Numberor Name Product Dascrlptian 8 /, SC532 5187 5CS62 5 97, SCS62.51115, SCS82 5/115 Bypass Frain Connector yP g LPL 8, GH510-6, GH610-8 6 LSUBH3,25, SUBH3 25, MSUBH3.25 Bridging Connector 1 AS 16; AS 18S5; AS ISS6 18 ga. Truss Plates 9 SOW3:25 SCW5,5 Head -of -Wall Sikle•Clip Connector 4 GLB5A, Gil GLB5C GLB5D GLB7A, GL87B, Gil GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJ0825, MSJCI0.25 Steel Joist Connectors L� 5 GLBT512 GSLT612, GLBT518, GBLT616, GLBT52Q GBLT620 Glulam Bearing Plate 8 LTS12, LTSI6, LTS18, LTS20 LghtTwist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector CIO 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, M5TA36, ST6215, ST6224. 5T9, 5T12, STI8, ST22, MSTC2e, MSTC40,.MSTC52 Straps 54 mil (16 gar 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSHTSB1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy GirderTfedcwn 10 MSTC68 MSTC78, ST8236 Straps 68 mil (14 go) Screws LLI 8 U7P10-SOS3 Universal Foundation Plate 11 MTS12, MTSI6, MTS18, MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 X41S1016 Xg1131016-4K, XQ1S1214: X01R121 d-3.5K. XQ78S1224, XQ7861224-31<, #iD-16, 412-14, and #12-24Strong-Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SBI.$6, SIB1.81, SIB2.06, S/B2.3T, $152.56, 5162.68, S1133.12, SM3,5131 61133.62, VS4,06; Top Flange. Joist Hangers FL#15730-R4 X0114SI224. XQ114B1224-2 5K, XQi 12Si224, XQ112131224-2K X3461016-5K Xi S1016, X181016-4K, X151214, X1131214-3.5K Tapping Screws Q 13 SO4.12, SIB4.28, SIB4.75, S165 50 518A2,1218, SfeA2.12/10 SBA2.12112, S1BA2.12/14, S/BA4.18/8, S/BA4.18f10, Top Flange Joist Hangers Sec # Product Model. Number or Name Product Descrlotfon Z J S1BA4.18112, WBA4,18(14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A HurricarieTie 2 GAC, GDP GDPM-50, GOPM-75 GDPM-100, COPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies a 15 SIHDSS, S/HO8B,S/HD10S, SIHDIOB; SMD15S; SIHDI5B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S/HDU4, S/HDU6, SIHDU9, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA, PECLDPA, PTRHA3, PTRHA4 J 17 S7JCT, S/HJ,CTJoist Hangers A SEi-3G 'Adhesive Anchor for concrete �- SHEET NO. May 27, 2022 PA 1.2 -- - P. 111 II . kiJIM eUa:Lr ;u I;L , Li .- Iyie ' i'. u a",1„ , I nTFi I - MIA,1 flEF C}F I E[ TfAl€$ i149 : Ci€ 9 C . i Minsk FIlref.:331 ­V4- BtF31�$tl A liilE'A i3 �B Ti4i�t tip' T �7U) 3154590 . (, j 315 ?39F OTIC�E. QE AC"C�EPT AINCE (NOA) ,E- _Vd.Yjd#tYa"!tYAriY NorthVi naet, AFL 34274_ s Cif: `ALS O . j&bemg mw IIndeC the appheable rides and repkb= Bovemmg ' e Ef DE3 QdP Ilk- documeaftlion.mbmitWhas a - Ptod Control Seto be Pwd in bioliamiDade-CDuaty and odierazeaswhae,.: o to th.e Aar, Hav l . A ltm«�t6e alid;a r the e € date stated be' ` .,.The comsy Produciomtrot seem. . Nfiami Dade 1az*srdw ATU (in spa# ' 'timMiamiDade mserve the right to have S raadarc#vr rial ted.fbr manner, the v l mwu.the ea a dif sib jai ttte may l voke> mmodify,. or nmpend ike . use otsukh Wduct or material. wAhia flie3 > RER reserves the right to re�ti o e fts acc e.. if a`t � - by�xa�,: ale Cam' - •C� is that ems. plrta�t srr - fails to This product is as, asci h sabeeadestped to c i Ca�d3e 70. 3 g Glass Door ffif r p i f a. qD ter I. tamers-L , PMOV AL DOC�� . I3ra g o- -5 .0 ReYX titled ­V=34 Siling Glass t ar tt'A fix, sheet i gumuloL 21 of 21, prqmwed-b actEirer, dared l0,'� t d, ' -on 1 1, andseawhy A.� a P'_E_a ` tl3e .�C�aea- ControlI�ianµtpvwttheNetice:taf AccVt uxle der and eVirationdate by the A+ - hde �o r t Ce ai: aeci a_ AF��LEWACI" ATL G.LardandSmamms&Impactfir. Lhnitatibffi: E See table l ids and table 2 ( t #'or le D unitsiz^des`, ` . 2- Rigid WYft.?VC,,TanQ;qa-wbbe) Rigid PVC 4WSrowu ccated.(PailifeacTlamiiat*,whiteRigid PVC to be l�s s;, sidl.ri tE}Gles B-t E6-; slzeets']� a:aarla�t :l l t labek4per re X0A'.sr *a A Q_ 3. Egtessoperable-do nust compty.a i niin elm viddLi gtperFB : - ale, 4. Po&etwaalls under ;epwateaglmwal, toberevwwedbyBnildsn#o'ffic=1. L AB€'iQ Each unit" a tlabelwith-thenumdutureestamp, of 108De cam, Abe and Sefie%afld felio .'" .staff A _=Trade ,, 1°9ro�krtCe�A x�ed"`. �... E' m A$., of ff2isAT A �e cmd#aedaf teraovewax wiiatica has be'eafiled6nd these has beeRno rs `'- til3e e` ccidene " �e thl2 of T�m- r—un -Nof*Lis NoAoifPwa e' xparati idbtior.hasbeen arevLsionorchange intle_ _ aadV"wAm&dureof1he pwiductorprpom, Nfimw _of*LisI.NQAs>aft endorsement alf for sa ,aim or b rEtl rp aad +3CA Failwv ly v�th a se -of NNDA diallbe caxxse %r termination, a" itmoVallofNOA iTI Tm -NT:-me 1 A awabler prwx&d by &e v=& Dade cmdy, Fkdds-, and fo Howed py the exp=hm"IEmzybe: -.. ftdmad smg If anyportion ofde- OAis diTlayed., then it:shall be di3Ft� 3� e,ty'. INS,PEC't 02N� licopy. oftis enfiteNOA shall biq�le vjded`tothe rb or As ditd" od shall.be a fir at tl�e10 We at ttt+e ahk ; 'this NOA revises & rieue m N0 A i#24 4 .oQ_5 send: of "page Land evidimee pages E-4, E; 21 B-3, E: a E-5 & E-6 as well as approval documea mentiomd above. The docsaeefftahm was wAmed by lshagi L Clianda, FE. f'iiAit4Q#1 Y NOTICE OF ACCEPTAMEET*TDE C•SV'B.Vffr . Evidence, Submitted underp e!i oes mbmittal AIG 1. Drawmg No. MID-5570.01*8, tithed -Vinyl Slidmim'' Gkw DeaNOA ", 1 ftou& 21 of 214pnpued bymmifticturer,lo,;t5715 alast revisrdzn 04122J20, signed and mWed by A._ Lynn Wit, RE B. TESTS 1. T ifs on 1 AirinfiltratiO&Test, per FBC, TAS202-94 2) UnifhmStaic Air Pressure Test, Loadingper PBC, TAS 202.-9 3 Water Remstance Test, per FBC. TAS 202 9 4 Lame Ike FactTest per FBC7 TAS 201-94 almrg , - ' ' -W ofailI'CT Indpsta'mi Im represmt Ative its listed below a d tee. toqu l 791'aad Imo . 993 prepmed by F Tesfft Labomfmy, Incx Teg leit5 No--: 1'TL-78977E P4GT PW5520 PAC Fixed Vli%dow 6 mi osal), date 03/14 21(17.3, PGTM'd2t1A A%t ] Viadow(unat 9,in propomDandI'TL-10-2167A PGT PW7620A Ahm== Fued Wind (mot 10 m pr y dated 07f13420, W signed .andsealed by.1dabnis Ortega, ARE - C. CALCULATIONS structural with YBC .. . ` . G. , byand 9EIkd: by 2_ e 'tu itli Tl'riE1 ,- „-i2 d-I.i`. A QUALMF�T A.SSITi &N C£ E. MATERIAL CERTIFICATIONS 1_ Notice of Acceptance No L94B05%.02 igmed toKwway.America, Inc. forth 'Tr itltr, a r, Clear, and Color P4'B Glass Inmi yer C% oWw on 'f 4, 8i2 2. Notice of Acceptance No' 17-Ct80M d tnKnraraF tea- fortbeir �� jal s and ) ss inter '' on�3.Q4 23. 3_ I�� of Ac t o. g-11 0 o V ` ed for tl Cep �ieC 1 . t Lmati 'drawn Coated d ('meted or TF"a ted), U11te Ripd PVC E rica- Exts c f4ar!Wmdewr, and DoorC, 09/30i2.4. 4. Notice of Acceptance No.19-110d.11 � tori Extrusions fortheir seties;'11E ION .. 'Tan 202'au d ) ter shades Tula41e) RigiCeNalarP E'. Extetior Extrusions; forr Windows d and Dwm7, espiring on 12J2 LPr6dot,ciantmi Unit NOA WIG. Apro al Dana AU"h 3, "#21 E4 i➢ IF• "-: $ i AE � + E :}.. E 8.Y "�. l.�A: ! °x '..{ +,r. + 1 ,:EY- 3 -tY Y,�7 ti'.' + '�:... ! E�4/ Ea -'+ a iFA F QF:Y;.aa .! ' 4•Y w." a . -4 A ' a .- -.4 + � + Y r.+ -_ # "r IFI'v1 9 a. F t ° i i # • iIl i��1 t � ,,:Y 1:A ,` +Y �' " ..� :� 4 .. '�' •. DIY x: '{ 1P .e#- il.,�- `''� a:. E•Y •14.:".i�4,A A E. ;, .4..Y l.�4 xf :•: R !gf * � # "kdi; iar." 4 �. i#,'1 a: ?� t rot # Y :E'. ';E - " T �, 4a } E 1� �x., EF •."t .E^# E � ,4 # ! EL4 F ieA E .#4r#If- '# :+ ! , EF4 'a F F.: '+ a4 "4 . +i ✓ i.:,' r f :h ' ...i e" i ' Y affr ;' a A } 4. �.,,, t -. , E�•. ;.., }... A ! 1 .'J :-t " '4 1': a t E la i 8 ` -. i f � k #- �:w E# ElY r' 4'•r �-'.- 9... Ak.A li ,.r '�� "iY '+ A'A MY' +. • i pE# AA f� a E r F 1 „ ii V. 1 rl'. 1 Y# r • �' a 1 1R rr 1 ;, ail a A I ail 4 d , + Y#r e, Y #E ::. 9. Y # ?� i! " Y•.E E"i _., a" o9.F E ' .: E • Y �b.CA ° " � a. + E.E. .#' Y -#pit :E Y' 5i ft.," ,'r�-r. '. i 'it a!!„° :aY=R. i'< .E'E t Y. sJ _hf:•E # tl' i:. E.r#r F� rt, E 5. eaE-!°x,_ 1- ' E•br Ei E. -YA +-itltl ' .:i � a a � `€R �+ 4, s' � E .Y -Y-' - # fr . :# A #.. a! h .:YY A Fi,�:-... +, d�+l M .ss ,:.Ag- # . -.sY " -,9 iYss. 4 4•Es -, i-3a '- r tic A t E t iAuE ,#p :.`* Fd' ° ,.k ff " E 4 + AYi#.-c. Ye a r• _ "°i�, E YI,F AY •. : 'i m � +'.. C+ar -E #'T " EA, i d F t -. E '� k - E h t p.-,'-.:9 E-:_. :F Ya, YA : E ...hCJ,:' ik4n.€F` 3S.'A E.. t a ••.4^. . t.. z 1 ': Y :py {. k Y il: 1 1: t"=!a _ '4. i .•z ,. #€# A 7.. a ,. "'x. .. i i.., . ,_.: :!&Ea RYs-�Ef � �'�. -, F "^#-x-.-FI A-3 IdG:I '! i' 'x.#, " -.xl .• !E-�. #Y r } !A#k. "=.. E +' .9# ,1-i, ea E a .��1 °+.9"A +'S'+@ :.4•e!. .:!!, 't t �ErY' avE.+. 9 } , E ' i€E' ` �, ::rAl-+iF '. i :: i,i -� -� .� •i . :.i- * t=xt4 , E ';.:. '1 -: F:..4 � 7 , xr k 4 `l TIhdwftj6�lUrc. A QUAUTY ASSIT UNCI 1_ Munk DadcDepmtdW of&guhtoty and Eponernicrkurm OtER) E. MATERIAL CERTIFICATIONS 1_ Notes-ofAc `No_ 1-5-4 ld kwed toVision=usi n Limited fxtheir ICid PV_ C Eatei-lor E=uslons for Windom and DovrS-, dated- OV13115,' W 093W 9. 2. Notice of Acceptance o_ I issuedicy Vision t fortheir ` N7 Tam 242 aludlighter Shades n-Vi Vitkodows and Tioors7% date ,l a , 1 + : '1. 3_ Notice of ArMtqme No_ I545529,1.5 iced toVi . F_xtmsion Limited ibr their "brow Coated.ted or Laminated) White Ripd PVC Exw ins for NVIndaws and Doots7ldated,08113M., expiring on..09 09. 4'.- 'Notice ofAcctauce-. ; o. 1"712.02usued toENERGIFenestudionSobtiOMUSA, .h, efor tl�"TA 4C'aad ades FVEExtrurao r ' ns'fmT canal i �' dated' 71 1 - C!i' 1_ 5- Notice ofAccepta= No;- 1issued I FamstratimSelutiow LDS for their "Br nze andaJ&ter ahadm of Cap, toated RW Imo' C Eire F-ittrudanS for Ubdows d Dm i'e' dated 01f5a d 11614- 6- Notice ofA ' ,No-1 7I2.,03 ice# to -,. CFl : Sela n Ll pA,, Irtic_ Ica- ftk -Whim Rigid .PVC. EzUenr Extrusious ter'ski and D s7'dated 0840117,'exF02fX1. 7_ T'', is Z oo(s). 1'0 t -792(A) I -0t 35 3 3-09. per ASTN1E 's A T O 1929 and ASS 5, rued byEXOVA toVisimExtntsionr for ewe C watertal $_ 2 ifAcc NlD.1 1 1d.11 is=.to y i . Imo: '. ':Sexttn-Gras ((Bear and W``;t ) Uverhy+er-' ,,expffm- - ` on 071.8_ 9. cue ofA.e - No. 16-1117.01- s toKurkay Via,Inc- fb fir 'Tra4,sffal9 TAtraclaear, Clear and Colo PVB, Inmiayere, cipiring on 0 7/08ng. F. S �1�4� 1. Statement ktter`cr ttfom ce with FB+C'-"P E n 014 FBCAPEdldon /017), ismed-byzanufadiuu, wed 0&1412' - signed & seams I r x+ . P, 2_ S knerofno � dated .` `17 issued by manufxturer,Lymn ?Y. 3. of lab compfianm Part of the4gove test repws, C. Test Pry' d- 17-03 7, dated 5•+ 11-7, *":by Ishaq Chamda, F C3. 1_ Notice ofAcceptanceNo.15--1210. 1, ism to T Io ortheir 5a �557`012770" Vin.OSfidlng GlassDoor e:lnf—.ri: ; .'`,,` • ,.., g.to ID4/14a1_ iroduct;Cum&Di VnitSutY sac NOA No. 111-4205.03 May 27, 2022 U N CIO 0 C0 O � U 3 a) CU Q- 0 O .� CU C-)CU � CU =3 CU 0 M - Coo'0 N 0 = O 0?> 0 0 to U_ 0 CU > .� — 0 E O ct3 Q CL Cn Q <C Z Z Uj J o ® C-i _ 4 "4 p c14 �- � O G RI M N R O a Vf N N � O J Q � � N X w > t C A6 m y a_ AYf .o � .� � u m G o c In 1= 0 u c, 0 f� z CU O > CL O ^L .1. _ O L n' W (MM� W 1..1� oCIO W a N z � z Q J SHEET NO. PA 1.3- T i :� a..-.-1,r €W : r,:i�t6..; uu ,1 1. ---T- --� i N Cn (D N .}.r � 0 U MIAMI-faA[ MIAMI DARE COUNTY 0-11 N CL aO O PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC CastwCrete USA, LLC N co -0 n- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 - �_ (D � BOARD AND CODE ADMINISTRATION DIVISION MiaM4 Flonda 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � V � � NOTICE OF ACCEPTANCE (NOA) 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE. SUBMITTED UNDER: PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 CZ (1) -10 O -0 -0 � 0 — L- O Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C Seffner, Elands 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of I, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of I. Drawing No. FD4612, titled "Precast rind Prestressed Lintel Details', sheet I of -0 cz }. — prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing Va LT4612, titled 1, prepared by CraigParrino, P.E., dated March 24, 2003 and Drawing No. P 1, dated 03124103 and Drawing No. LT461 Z titled "Cast -Crete 4 ", 6" & 12" g O c6 O > SCOPE: "Cast -Crete 4", 6" & 12 "Lintel Safe Load Tables", sheets l through 3 of 3, prepared by .. „ „ „ " LT41SI2, titled Cast Crete 4 , 6 c% 12 Lintel Safe Load Tables ,sheets 1 " „ Lintel Safe Load Tables , sheets i through 3 of 3, last revision dated 06fI2/14, all -� � E O N N L- . . This NOA � being issued under the applicable lee and regulations governing the use construction ateria s g pp rules gulatt g ng ofmaterials. '' 2 last revision #1 dated April 28 2:003 both Cr°at Parrino, P.E., dated March 24, 003, as pr � through 3 0 3; prepared by Craig Parrino, P. dated March 24, 2003, last. f P re ared* st d and sealed b ,Graz Parrino, F.E., an 08fI9f14. y ' to +•• Q • — � O � The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. E: revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E on -C CUO- Section to be used in Miami Dade County and other areas where allowed by the. Authority Having Jurisdiction B. TESTS Meirch 22, 2012. B. TESTS .0 (AHJ). I. Test report on flexural testing on 4' , 6" & 12".Precast Concrete Lintels Filled and B. TESTS 1. None: This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled .Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared ' C. CALCULATIONS Section (In Miami Dade County) and/HD or the A(in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dilated 04110103, signed and 1. None. I. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealer/ by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the 'expense of such testing and the AHJ may immediately revoke, 1. None` modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined b Miami -Dade Coup Product Control Section that this product or material P y County P I. Calculations or Cast -Crete Lintels, dated 05129103, 207 a es, prepared b Craig f P 8 p P y Y D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E;, signed and sealed by Craig Parrino, P.E. 1, Miami -Dade Coup Department of Permitting Environment, and Regulatory Affaiirs. h' p 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION. ( Cast -Crete) 4", 6°' & 12" High Strength Precast and Prestressed. Concrete Lintels D. MATERIAL CERTIFICATTION: F. OTHER . "Details", APPROVAL DOCUMENT. Drawing No. FD4b 12, titled Precast and Prestressed Lintel sheet l of 1, 1. i stem Manual or Cast -Crete Machine Made Precast Lintels revised on M 1, �' �' f �' F. OTHER. Letter o Cast -Crete USA Inc. dated 08119f2 14 signed and sealed b Craig 1. tt fr m t 0 , gn y g " _ ,> „ prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4b12, titled Cast Crete 4 , 6 & I2 2002. m Cast -Crete Corporation, dated February 03 2012 signed and sealed 1. Letter fro.. C G rP , ary ,gn Parrino P.E. certi in compliance with the Florida Building Code 2014 Edition. , , fy g p g Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E, certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE ,SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL l# 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the Manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TEST'S County logo. "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by L None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, , dated March 24 2003 last revision dated March 11, 200$. S P E d B. TESTSNone. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1 1. None: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. ByMrami-Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1 None the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By A-firnni-Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition; issued by Cast - ehi shall be available for inspection at the job site at the request of the ;Building Official 1 • None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E 2, E-3, E4 and clld -o E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Makar, P.E.rM.S. elmgol elmy.A, Makar, P.E., M.S. eontfmy P.E., M.S. o W = ,- a Pro net Control Section Supervisor a Pro uct Control Section Supervisor Product Control Section Supervisor of canon a 1tiTOA MWMcl5liNTY No. 20-0630.15 . , Expiration Date. 09/11/2023 NOA No. 20-063015 Expiration Date: 09/11/2023 NGA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11I2023 x �><JAPPRO O )2a j Approval Date: 08/2012020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 o R 14 f l Pagel E-1 E-2 E-3 d E T, c � a Cast -Crete USA, LLC Cast -Crete -USA., LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-042404 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1, By .Miami Dade County Department of Regulatory and Economic Resources (PER). 1. By ami-Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS }, 1. None; 1. None. CD F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z (n Crete USA, Inc., dated 08108117, signed do sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-013U.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued b Cast- 1° g y > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of Q 1, prepared by Craig Parrino, P. E.., dated March 24, 2003 and Drawing No, Q LT402, titled "Cast -Crete 4 "1 6'° & 12" Lintel Safe Load Tables', sheets I O ,� through 3 of 3, prepared by Craig .Parrino, P. E, dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on V January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE M 00 1. By harm Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 Q 1. None. [i F- F. OTHER 1. Article of Conversion for a name change. O L- w C/fle my A. Makar, P.E., M.S. Cl Aelmy A. Makar, P.E., M.S. z Product Control Section Supervisor Product Control Section Supervisor J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11t2023 Expiration Dante, 09111/2023 Q Approval Date: 08/2012020 Approval Date: 0&20/2020 —� E-4 E-5 tL SHEET N0. May 27, 2022 PA 1.4 - - - - - I I 1 � 1i7- � Y i � it I i. ii� �1:I� �iI:J Il I .., �]NA:u IQI -I lli 711 Idu,l(II , fI�eJ:'� Hl i�.l:]p4. .I�� 7.,'�-Ai 'I I. I�,�� ""�"�'^""""^- L 1 GIQ WC_ TILLiT TESTING 6 ENGINEERING COMPANY PRODUCT E_Yt�LUATION REPOR'r1Hn. 20 2R:BI 3 2.2. TEST REPORTS; Large a e missile impact and fatigue load tests were performed under Protocol T 9 p 9 pe s A$ . 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads PRODUCT'�YALU$TION REl'OR'1' NS? 20•D'721rA1 3 B. M TT�RIAL CHARACTERISTICS-AN--_SPECiFiCAT10NS: Shall be strictly accordance with General Notes and Components indicated on p sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing __ WAT TiiR A. TiLLIT,.M., P.E, tilt ao].GD1D YLMI.L No,441A 1+I E-A LI„�,:,�w.BlDenv as. per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-175. Anchor specffications shall be as indicated on sheets 1, 7 and 21 of Testing,e o Inc., Reports rks TY 96-569 dated 0810911998, #96 570 dated 09118/1996, 26, of Product Evaluation Document (P,E,D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and #2126 dated 10/ 199 s •I 05/ 8 witnessed by GI bark Diamond, P.E. and Report No. 7 LIAIIlTATIONg AND CONDITIONS OF USE; REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E_ 7.1. Shall be strictly in cam' ilance with General Notes No. 1 8 thru 14 indicated p DATE: July 28, 2020 on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated Tensile test report No. 9CAR-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P-E. prepared by Tilteco, Inc. and signed and sealed by Waiter A. Tillit, Jr„ RE, PRODUCT SUB -CATEGORY: Storm Panels 2.3. STRUCTURAL_ENGIN ERiNG CALCULATIONS: T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620;2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection products LLC length based on ratfonal.and comparative analysis, and fr accordance with 7.3. Product shall onlybe installed Into our concrete, concrete l poured conc con block, and 4800 S.W. 51 Street section 1616 of Florida Building Code. Calculations prepared byTTlteco, Inc., wood frame structures. Davie, Florida33314 dated 11103108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. 1 PURPOSE OF EVALUATION: 3 MISSILE IMPACT' RESISTANCE` Product Evaluation Report prepared b Walter A.Tillii Jr: P.E.License p p Y (Florida( se This' P Is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact un r p de section 1626 of the Florida Building Coda, as per No. 44167), President of 7itteca; Inc. (Florida GA-0006719j. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, TAS 201 Protocol. 61 G20.3, Method 1 D of the Florida Department of Business and 4 WIN_D LOADS RESISTANT E; AAA},A(iNnHFNNRArA/. �,,'A�p A, 7t (r +++yy� Pr'ofesslonlW Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind r 4 £ y�,. ,jGENs -A S This product €s being issued an Evaluation Report as described herein an P n0 p d has pressures. Maximum panel length shall be as Indicated on sheets 8 1 p p 9 ee s 0, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document' P.E.D. drawing No. (P.E.D.), 44167 • 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 fy p rp 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, y, ,* ? ; - : �?-o'; STATE 4F : at least equivalent to that required b the Code. q q Y 14 1 7 18 9 0 25 and f 2 5, 1 , 1 , 2 26 0 6, of Product Evaluation Document P.E.D. ( )' drawing No. 20-176. ._ _ , 4 � � • A��`'aS10N r'� This Product Evaluation Report shall be subject to review and revision In case of INSTALLIATION • AL. ��; LLFMuoC a Building Code change that may effect its limitations and conditions 4 Installation shall be performed strictly in accordance with details indicated on 2 EVIDENCE U SUBMITTED; sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document DA1 Tn LTECO ADMON RECORDS 1 P. E. REPORT:20 1 GLOBAL PROTECTION PRODUCTS, LLC } 2O GAGE 2 1 PRgDUCT EVA ATIt pQCUMENY (.P_,E.�;t:, (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as GALVANIZED STEEL sroRMPANEL+DRVffi M176 REPORT#20-0728.01 _Q Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets $ 14 16 25 and 26 of of Pro duct Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P,E.; dated 07/28/2020. This drawing is an integral parttoiAXIINSA Evaluation Report, A�"ER A, ,`"i,i11111fifllL/N+H r P �tOENs� v�1' s ayP' ��GENS, . No, 44167 �`' -4 167 `# * - _ .f0A40P.In+�cF o STATE OF r F(0RIS3 as` F 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871-15301Q;1F 1R'i �S§�i '''�r,,�S+t7NAy 1�q0' GENERAL NOTES: a3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE 0" MR 70 GAIN: OLYM.e.an 1FIE9. 9TORIi IMWEih EXISTING WALL. ANCHORS 'SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. 1. STORM PANEL SHOO ON THIS PRODLICT EVALUATION DOCUMENT (P:E.D.) HAS BEEN VERIFIED FOR COMPLIANCE tit ANCHORAGE SHALL BE AS MENTIONED IN ELI) AM IN IQ), ACCORDANCE WITH THE 2020 t7th EDITION) OF THE FLORIDA SURDENO CODE (C) DESIGN WIND LOWS SHAWL BE DETERMINED AS PER SECTION 18200E THE ABOVE MENTIONED COOS. - 1/4"9 TAPCOAl ANCHORS, AS MANUFACTURED BY I.T.W. BUILD", INC. FOR A WIND SPEED AS REOIKRED BY THE JURISDICTION WHERE THESE SHUTTEWILL BE INSTALLED AND _ 4-1O PANFLMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, RS 1 FOR A DIRECTONANITY FACTOR Kd-0.85. USING ASCE 7-18 AND SHAU. NOT EXCEED Tiff MAXIMUM M.D.) - /4.9 LAG SCREWS PER N.D.S. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THIN 12. 14, 15, 16, t9 A 20. - 7/16'e x 5/s' WOW allSHtNO, AS OMMUTED BY ALL POINT SCREW, BOLT A SPECW7Y GO, IN ORDER TO VERIFY THE ABOYE CONDITION, ULTIMATE DEMON WIND LOWS DETERMINED PER AWE 7-18 G7) MINIMUM TTNREH)ED PENETRATW4Ei INTO WOOD. OF TAPCON ANCHORS SHALL Y 1/2" AND 2• FOR F1C0 PANE -MUTE PLUS 3)PEN( SHALL WL FIRST REDUCED TO ASD. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.0 IN ORDER To AND t:APREIMALE ro. COMPARE THESE W MAIL AS.D DESIGN 7 1 ( ) PRESSURE RATINGS INDICATED ON SHEETS 1HRU 12. 14, 15, 18, 79 A 20. C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE i T/2•. NO TMREADc'D ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS WERE NOT OVER STRESSED. M A S ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE RETNVIRED THREADED PENETRATION. S STRESS FOR WIND LIDS YMS 84L USED N hIDR ANALYSE. fABflhNES 5PACIENG. Tt7: WOOD HAS BEEN Df#ETUWNED N YS& F O BEEN DEI I ED IN ACCORDANCE WITH N.D.S. 201B. C.3) MINIMUM EDGE DISTANC€ OR (AO "„CREWS, INTO WOOD SNAIL BE AS 1IMA,TEb IN THIS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE FINS BEEN VERIFIED IN ACCORDANCE WITH SECTION fe28 OF THE ADORE MENTIONED CODE AS PER HURRICANE ENGINEERING A TESTING INC. REPORTS 98-559, 96-510 A 96-730 AND C.4) MIMWUM PENETRATION OF WOOD RUSHING SHALL BE S/8'. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM FENESTRATION TESTING LAB. INC., REPORTS W32 A #2126 , AS PROTOCOLS TAS 201, TA$-202 AND TAS-203. SHOULD STUCCO EXIST. AND I' MINIMUM FOR WALLS WTH NO STUCCO, ARSTEST LAA OF SOUTH FLORIDA REPORT 00219.01.09, AS PER TAS 201. TAS 202 AND AS WELL AS STANDARDS, TAS 203 SC.S) IN CASE 'THAT PRECAST STONE, 4R PRECAST OCINCRnE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISM4 : WALL. ANCHORS WALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. 2, ALL. ALUMINUM EXTRUSIONS TO 8063-T6 ALLOY T� AND TEMPER. OTHERWISE NOTED), SEE 5NFk7 2« (uNLEu ) AN(2RQPACE SHALL BE AS MEN?ip+tER M C.1 0.2 A CA) 3. ALL ALUMINUM GffiET METAL USED AT CLOSURES SHALL HAVE 310E-1414 ALLOY. (0) ANCHORS SHALL BE INSLAL= FOLLOWING ALL OF THE RECDNmulDATwa AND SPECFPCATONS OF THE ANCHOR'S MANUFACTURER. 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-883 GRACE SO MINIMUM. G-60 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTOR 3 THROUGH 1O SHEETS 4 GALVANIZED STEEL C851GNATION W « 58.5 IN AFTER ( � ( IR04REt)' 7E4RWJCL 6) EXCEPT THAT HEADERS 0 A Q SHALL NOT BE USED. 5. ALL SCREWS TO BE STAINLESS SLEET. 304 O90 R 316 ALA SERIES OR CORROSION RESISTANT COATED CARBON SIM AS PER 9, ITt I BE THE RESPONSIBILITY OF THELONtRAl'TGiC TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BEDN 80D18 w/ 50 AN YIELD STRENGTH ANDAt! TENSILE STRENGTH k SHALL COMPLY w/ FLORIDA. F01N.DHNG —E ATTACHED TO INSURE PROPER ANCHORAGE -THIS SHUTTER SHAD. ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME SECTOR 24t .3.3.4' BUILDINGS. 8. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AIM 304 SERIES STAIN M STEEL, WITH 36 kit MINIMUM YIELD STRENGTH. TO. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12'-4'. AS PER SECTIONS 8. IL 9 A 10 A90 ALTERNATIVES aW, 7 91r A TOW ON SHEETS A 6 A 12 RESPECTIVELY. STALL HAVE A LEGIBLE JJtl). REWILY VTSIEE MARKING NSTRUCONG OWNER OR ANCHORS TO WALL SHALL RE AS FOLLOWS: TENNT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURHNG PFRIOUS OF HURRICANE WARNING (A) I1. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH - 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BNLOM INC. (Min. Fc-3192 p....L) THE BUILDING TO PREVENT WIND/RAN INTRUSION. - i/4' itx 7/8' CALK -IN ANCHORS, AS MANUFACTURED RY DEWALT INC. (MIN. rc-3OOD p.a;J - 1/4.9 x 3/4' SOLID-SEr ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SPECIALTY 00. 12. STORM PANEL uNSTAUATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS (Min. rc-3000 p.4.Q PROVIDED BY THE JURISDICTION WHERE PERMIT S APPLIED TO, - #WIC 3350PANELATE FEMALE O A PANDAUIE PLUS ANCHORS, AS MANUFACTURED BY EL00 CONSTRUCTION PRODUCTS. 13, (e) THIS PRODUCT EVALUATION DOCUMENT lP.EA.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION ( ,'c-335O p,tl.i.) ER - t/4"9 CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (rc-3600 Rx.i) FOR A 5itE SPECIFIC PROJECT: I.tl. WH E THE SITE CONDITIONS DEWLTE FROM THE P.ED. 4*0 PRODUCT At) MINIMUM EMBEDMENT OR TAPCON ANCHORS INTO POURED CONCRETE SIHV1. BE i 3/4'; 2" FOR PANELAATE FEMALE (E) BA ON TCONTRACTOHIS �D�PAQORVIDDED HE/SHE FOR DOES TNT DEVIATE FROM PURCHASE R# CONDITIONS FLARED ON DFE �OCUM NT� O AND PANEMkTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A2) CALK -IN A SOLID -SET ANDNORS SHALL BE EMBEDDED 7/8- INTO THE POURED CONCRETE NO EMBEDMEN INTO W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. STUCCO SHALL BE PERMITTED- 1/4" e-20 SCREWS USED SHWA BE i T/r LONG M INIU M SHOULD STU1COD EXIST, ND I" MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR AL THRFAOED SCREWS W/O HEW. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED ITT A FLOF40A REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT MTH WM NUTS. ENGINEER OF RECORD (EO.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.EA, ENGINEER Or RECORD, ACTING AS A DELEGATED ENGINEER TO THE A3) IN CARE THAT: PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS. SRUCCD OR MOOD BOARDS BE FOUND ON THE P.E.D. ENGINEER, SHALL L SUBMIT TO THIS LATTER THE SITE SPEDDX DRAW04CS FOR REVIEW, EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENnCNm IN Ai) AND IN A2). (e) THIS P.E.D. SHALL KAR THE DATE AND ORIGINAL SEA. AND SUGUTURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. (B) YD:EXRRDNG CONCREIF fl tH`H WAJ-90: TAPCkN ANCHORS AS MANUFACTURED BY I. T. W. SUIL INC. 94, SHUTTER MANUFACTURER'S LASER. SHALL BE LOCATEDONA READILY VT LOCATOR AT STORM , S LOIN - I/4' tl X 7/e CALK -IN ANCHORS. AS MANUFACTURED BY OE"WALT TNC. (MIN. T'c=15OO p.9A.) PANEL SHUTTER PLACED At,R EVE Y O WITENI $EUkSE i7 TO C OP RORRTA BU6.DIFtG CODE. ONE LADEN. SFOF BE FOR EVERY OPENING. ,ABElTR1G TO COMPLY WfiH SECTION t709A.2 OF THE - 1/4"0 X 3/S` SCUD -SET ANCHORS. AS ONSTNTBUFffi BY Al POW SCREW, POLT A SPECIALTY CO. FL�IOA BW7dIII; CODE. IDING (AWN, 1, -1500 P.e.i.) - 014-10 PARODUCTSNELM03t FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCION THS O+AWNG SHALL OLAv @E tiSFD 10 MTN2071 AWF OBTAIN i'ERM11M IN THE STATE Oi F> TAP /MLA,.. +�y tle 0 OF -GRIP ANCHORS, AS MANUFACTURED BY TRU-EASE COtRP0iM1TKAN A�PA' jE Z FLORIDA BUILDING CODE (HT h Vs HurrEea Zone at) MINIMUM EMBEDMENT OF IAPCON ANCHORS, MOD PANELMATES AO CF TAP-GMP ANCHOR, INTO THE VC BLOCK LMT SHALL BE 1 1/4". S tt,,rr,,,, Y 20 GAGE GALVANIIED STEEL STORM PANEL s>reIN� en " NO. 4 167 &2) C,AJJO-N I. A WQO-SET ANCHORS SIMRE EMBEDDED 71C INTO THE CONCRETE BLOCK UNIT. NO 2 INTO STUCCO SHAM BE PERMITTED, SCREWS - :. A/a/MQ 1/4- 9-20 USED SHALL BE 1 1/2• LONG AIMMUM SNOUT EXIST. AND I.MINIMUM FOR WALLS WITH NO STUCCO. 'O: GLOBAL PROTECTION PRODUCTS, U.C. TIME: 87AT IL I C 0 y; OF Opt. N s". s+ STROU 1 O TRWI TIME, H. =11 AC 8. ENMm, OAInANHr T /GA DP`; ,'• aR sl..mwwW 4.ANw.R Anx FOIE,(RMMSI`734p, FAk(M.M.-M 20-176 ry , am., P.WM}n.Nx . p-, 1mM. -MAT G• AR p .ARM +w a• R wmo a +/I�+ /QNA , . lWTc AUIQBni'i L YKtER i., A...- _ SHEET I OF a INSTALLATION DETAILS INTO EXISTING; POURED FOR REGULAR EANELS CONCRETE OR CONCRETE I i2 BLOCK STRUCTURES CONCRENE ANNCWFR SCHEDULE MEETS CM, MCIE.4E ANDM a TMDL*N� 1) ON CONCRETE ANCHORS B�EEIS 8 71IN000II� I) 5SHM 8 TMMUW 9 .0. TTPOUREDE CONCRETE AKA SHEETS B 9YI000R" 9) , : r4r:. �� CONCRETE .b NUT rya D. i1�'Tr1W --, 1' Mkl.'•'- 7. Wn �sd� 1 TT 1I:r . /4•IAi { FFFEEE ED. I i F 1 i 3 it EisnING POURED EU. a CONCRETE WOUTRED, r r. 1 \ 1�=."\i j z :. SRO Mtt RF 54 51AL ! Ii i I • n ffl aL i , • 7roR «' awuei mK i t G, m aAae o 1 IUSf O Fyg� i m wsS i i 1 a • $ AV CLAW T �T ,. ....1_-- 6 l %f ✓':II r I I IIF �`sY',e. ,w i 0. EXISTING POURED i ED, +2 TA'2O.C.e Y I•� rimy _• t. 7 q CONCRETE OR -' st-- OAR 0 3 i meE 1 t. EXISTING P011R4 E0. CONCRETE BLOCK REQUIRED. / i I ITRY STlo .. ,9 ti'J' 0.G r 1 T I CONCRETE OR *. CONCRETE &fIJC ' CONCRETE BLOCK �'e j _____._,,.__.i S T t/2 REOULREO. t-Erb. REOIOpEO. _;' MTn. R COHAYIflE ANCHORS A�eA�OCiRFb W/ SiW i. Cw4. CR 7 W,T Comm" WNCREIEANCHIIRS "• �0:' .' 49MW¢lE AMCMORS 4 OAT"•`F 1 41- S,T VV p !, P ) '.-t L 1 SI,3. • r P.C. CCiCR.TE 6_ F ` aC•+•M% MIN {Y.. 4' t+•-• SCNED(AE ON (MBE SCEC/Li TIEEiS 8 TIWWIRf 9) (SEE SC IMULE ON-- SHEETS a THRDIRAM 9) DLU 0 . (SHEETS 6 THRIMO6H 9) EMS. • 0C SHEETS 8 TMM104 9) AU WIN 3/8-1.• CEJUNG,l R MOUNTING SCALE 3/8-T' SCALE J 8.1' fiffiLGT &URNATE MQllti NSCALESCA SCALE 3/8-1" j j s E.D. - EDGE DISTANCE g t: (SEE SCHEDULE ON � i SHEETS 8 h 9) { 1 I j • 100A 1 NOTT' TOR CntAglAre1T(IN OF SELTIOM a f pt TOP A BOTTOM MOUNTINGS CAN BE �r COMBINED MBI RED IN ANY WAY TO SUIT ANY SXA sTytitP� �GEN :.�'�. FLORIDA BUILDING CCBEiPOUREMM CN /4 .. CODE (High villocity NurTieone Zone REDWRED. - s *' * 7 B °�Q TAMP, W_ 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN ft EE SGHE#JEE ON SHEETS a 9) yyS• OWEAL PROTECTION LLC. PROoUCS O CS 3/e-1" s• 41100 SW. SSTREET a N�N. DAM n_ M314WALE Y. MM.Mm.=e_Rn_F"MC.0")ms-+etaFMMi)oiii_ 2070 -176 ORWM Na LA•L„- aM.M .4i,AAna, Aw 41".Mr, Ma' "AL1FI A TINT J,,, PLC :s:1.: 9NftT N IN, 99 N, 1 L f ECO li TILLti TESTING & ENGINEERING COMPANY T PRObUCT EVALUATION REPORT 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 1D of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Cade, and to verify that the product is for the purpose intended at least equivalent to that required bythe 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: 21 PRQDUCT ALUATii ( DOCUMENT (P.E.D 1 Drawing No, 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tiiteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inteR,[*1 V, e' Is Evaluation Report. .�,SE. .43 ,,; 6355 N.W, 36th Street, Suits 305, Miami, Florida 33 f 66 - Phone: (305) 871- COMPONENTS EQR BEgULAS it.UrE SAFETY STORM EELS (SCALE 1/2=1") (TOTAL NOTH)­—_,____--_._. I r-----•�-_---------18.198' aOLU. (IDIECTNE WWTN}---.-._._ ,----•I . /. 4 �^2.637` L O.43Y WIN" C. 2.000' i0- / iYP. iALVAtNY.£6 STfEL HEF6MED ECGE GRADE 80 MINNUM 0-60 CAL eL A r - 49.8' I L_ _. __.- _. _- - ,_ .1.3rS0' T.1 (D Sroa:M PANEL, PAln, I I ',. W/ NNAIRD E7/Gc.'` . h'`\I_...1 ED- *0.08' I .100 3.3175' ,t793' 093 ,` Ilia, 375 ISO�M "M VIEW DETAIL A ROUNDED CORNER a ENDS OF PALS L-2.000'- - R TKO LP W/ HEIAMED EDGE. � "h" MEADEii (N,T.S) a 2"X7Wxi/4" AL.UMiNUM ANGLE T t D[TAK 4, 10-"'-7 '�:-._ - z:.., T 2' '2 " N HEMMED • e'7 I]_� EDGE It TIJL A _------------ ..--_____._____-- MOW Mft T49K GALA4VW!® STEEL �O. ASTM A-863 GRACE so 2.857' G-9.1 GALY. � I , 480 1.750--. . d HFIIM EDGE � DETAIL t.350" LARD _STORM PANEL @ •U" HEADER .125' ti 7 1/410-711, 1 4•/r 12 304 SARIS 25• NeQ TO ANGLE * .. TO ANC# A '7 f 12 1/2. 1LC 28dO• 9EOA,L I .939" .938`SEE .1 : IOETAUI i i_. .125" i I _. ___.-. _._._.e" yam,_ .1 � MT.SGD•--� I••-1.5Go {� ANGLE IQ ANGLE Wi N STUD ANGLE WITH f STUD ►344' TOP EDGE 3�-L2X* .if1C74* 374" T,750 - .390F iWNxL ea 1 Tea - 310` 1251► 2a 3e4 9ERss ArTm 10 1.467'1.( 3` lip , 8- .375• ,3 __ F- 844" iAdN9lE 12 1/22. O&.'"' t - F KEY HOLE WASHER Awo oa3 Q "F' TRACK ;MW SM* "F" TRACK ( FIAT PLATED GALVANIZED"(sI �4tl 1s4+'s iNNiNMuyµ MH STUD .3. 3a"e A75"r LI F167_ { No.44 t I. tLorTOM z TV; * : * E FLORIDA BUILDING CODE Hr h Vr,ao TZ UATED W NUT c of PANBR ; STATE ; C a.ma am A Mc 20 CAGE GALVANIZED STEEL STORM I * '` KEY HOLE aA�,fF • , t() . • > - Eli -1 AT EM a+N 1p 11 L E C O rxe. G# OBAL PROTECTION Da1CT5 ATEBNATAC,Y, USE iINI MAT W/W Variation" cowGAME. R. =H I - 7 f > W A MwxMM MCA-bID!%19 NYI ,N pIQE; (M4)eI9-7111A FAX; 015 149- 71 Siffi Mw HAIOLEL PLAT}D STElj. L ]FAL%9NdMTUE/CAi WADER A TWLIf Nn, P£ �: • +®•�, CONraEIE ANCHORS mSCHEDULE sim OWtOA' ) CINNOREt %*Mi CONCRETE BLOCK REQUIRED. CONCRETE ANCHORS _ SHEETS a HRO.*HO" 9) _�E�GE SCALE 3/e-T" IIPt7lrNPNCi r NEW I• WIDE x VARIES x IJW THICK ALUM TUBE 0R I. x' EX45TlNG CO/ P.T. WOOD PLATE SPACER "'-4b+` { f % I • NEW i' WOE x VARIES x 1/8' !°� ', ALUM. OBE LA I- x VARFS E i F.T. WOW PLATE SPACER y E.D.. EDGE DISTANCE (SEE SCHEDULE ON SHEETS 8:& 9) .. x j CONCRETE ANCHORS i I.UMiRItlW ,R W41 „M1 fv aWI (SEE WY 9—j i Cant INSTALLATION. j c L I , EF.A 7/V, EXISTING -, A MKWl CONCRETE N16L sFAtG L4HIPIN M Ir: ( NMpAE 1 il'2' Min. CONCRETE BLOCK EOIIHAMW1Ma0t TWN w sus e t .) S Pas. FAXIU TED. "Mom N a. " NO 44187 X, signoN x-x I * ? �-y'�.. SCALE 3/8-1' tRM TOP OR $ TEUrwW- QUAIL FOR 2AURS II6QUI BOTTOM TRACKSADJACENT TO STUCCO/WOOD BANUS�";_ Rill. I.OgQr I MP�.J�LMpE.R9i-' r Ac. 0 Ot11l-NW'� NMA CASE A IjpLAN] SCALE. 3 1a-T' NISM.a tr. 3 BRA � I�E W4. BM1 I CASE C (PLAN) ( 5FAE 3/18-t' ANT° l " E 3/18-fPLAIi] SOME I` "am Imm NYC. INC. _ MM J CASE 9 {PLAN) scAE 3/T6-T• FM0.'iAt�M,. OPN 1 1 im : swm"M�• wcoc'n",or,l"' A[a111,4 CASE D fRt.Ata] sruE 3/,e.T' Ff_..IPR.L,. 1Wx M �., W o. \-<D QASE�PE SCALE 3T1�1" 20 GAGE GALVANIZED STEEL STORK PANEL FF. IMwtlM .1 ,DEAL PROTECTION PRODUCTS, U.C. 4NI s.W, s1 WNW IIMIL FL =314 AQIE (T54Ip.-t39. F 01")0ti-m? °f/'36 2D-) 76 DRA p9q Nx :!! ..Y"1P b.r ,M�s. OR a4 .. PRODUCrEVAr•i:AT7MNREPORT NO, 20-07 = 2 2.2. TEST REPORTS: Large missile Impact ss le m ac load'tests were performed under SSTD 1 - g p p 2 99 standard as rs section on 1609.1.2 of the FloridaBuilding Code. Uniform static loads as r per 9 p8 Section1709.8.3 r T -3 0. , per ASTM E 3 Test reports prepared by American Testing Lab of South Florida, Report* 0814.01-01 dated 03/11l02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09. dated February25, 2009, signed and seated byEdmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 &203 as per section 1609.1.2 of the Florida Building Code, Test Report prepared by American Testing Lab of South Florida, Report No. 1123 01-i0, dated November 23, 2010, signed and sealed by Julio. E Gonzalez, P.E. Tensile test report . 9 toNa C M-1 98 by t2C 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. 1 OKII318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGIN ERIN,G CALCULATIONS' On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs, design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tllteco Inc., dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-09 Standard and TAS 201. 4 WiND LOADDS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. PROnUCT EVAlAlATWN TR_W1+FJRTNO. 20-O'727.(rL 3 5. N 1 INSTALLA : TO Installation e shall b performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawingNo. 20-175. Minimum separation to lass shalt be as indicated ) p g Gated on sheets 13 1 15 16 3, 6, 4,, and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 0. _MA,TI=R AL CHARACTEROMCS AND $PECiFICATION$. 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 AS ND CONDOONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document(P.E.D.), drawing No. 20-175 prepared byTilteco, Inc. and signed and seated by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tllilt, Jr., P.E. (Florida License No. 44167), President of Tllteco, Inc. (Florida CA-0006719). WATWLL D:1 TILTECO ADMON RECORDS ( P. E. REPO RT."s GALVANIZED STEEL STORM PANEL 1 DRWG # 20175 1/4. 2/4. 3/4. 4/4. 5/5. 7/5. OW/10, 2W/10, 3W/10, 4W/10. 6/5 5W/10, 6w/11 h 7W/11 3' MAX -e_„_ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 IN 9�_, 3' MA, i 1''MN. FOR WOOD BE SECTIONS ON SHEETS TO A 11 1" MN.7 r-I T -T- - { -- - I ff BOLTED PANELS W/ 1/4e-20.1' P E UNBOLT ANFJS ((i . S.S. MT TNtt.T�w/ , OVERLAP 3/32' ; APPj (SEE 5ECDDNS AS APPLICABLE) i ° nl A I d � � • � � w o 4+6,4 6orT 1 : r-I MAX ; 1/4, 2/4, 3/4, 4/4, 5/5. 7/5, ` 3• - 1 MIN.IW/10, 2W/10. 3W/10. 4W/10, 6/5r . 5w/10, 6W/11 a 7N'/t 1 I .ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A 9 FOR W000 SEE SECTIONS ON SHEETS 10 A 11 SE9ULAR STORM PANEL I& ELEYA ION N.T.S. 2.87' 1/4- M... GAP (AMA CA A? ..1 *Nou: VALLM 1/4' - tit MAIL GAP . ^ 431 rSyy�' ,••�EN •�''•�.�. FLORIDA BUILDING CODE HTyh Velocity HuITltan• Zone ' NO 44167 eN'0 D` 20 GAGE G,U.VANIZED STEEL STORM PANELF.P. eW i : 5rdneYT A A-��r'• tr _ - "`•,••`"••• GLOBAL PROTECTION PRODUCTS. U.C. N.T.S. 9 ATE W ...ILL E C O INC. N49 SW. 9, STREET•'' O TBLR A Ce1MANY OAAK. R 37Ji4 OAR:.., O .. -- MR. MP.... mr SM . -. I.AAflr. R ANM P11W- LN4)!" %4 . FAO. (4s4)MN-8M 20-1 76 +i,�i0:(•S •�•I••, N«,Ta001 °RCA-OGW714 �M a+.1ea, A'"`�'/ IFYEIIN .VAIOf A b.. P,E a..1'-w r w[. 4LQT 3 M 26 CWCRM ANCHORM ON I 1 II SHEET 9) {E I S r«€ l I r I , IV .y. jTAk SI' BOLTS KIT 0 56X OF "L i MAX i STIAD (SEE SCHEDULE ON SHEET 1u -. POLM CONCRETE'. OR MAU 3/8-1' !T 4"9-20A3/4.. S.S. �.T / 7/e'x3/32• "Mo NUT � CONCRETE A CHOPS BSiSa 95CINEDULE ON POURED CONCRETE OR SOME 3/S.1• NOHHVa�FENiMi S'SN HM#a,. ON OF SFCTICNS: E.D. _EDGE DISTANCE tSEE SCHEDULE ON TOP dL BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO sun ANY INSTALLATION, �1.RrC�qm Lt INOREIE OR ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9q,__ FOR WOOD SEE SECTIONS ON SHEET 12 13.M.. Z07" 3' DE ANCHORS i Wn. (RAN CW+ENAP i WH&E IwIdEY) A 9 f4 i9 t,'tIr/D T CHED LE ON I .-l).Y. wits" 9) I i i i Try _I �3 1- { j €i 14Y-�'',-r ill 90.T5 W/ I i i i l.I i I E i n ,o — I I 581r G3jw T TrT T.""I_ Ii i 3 I II 4 I tl f i 14 OF 1' WX 1 It I 0.5 iTW�I I ,j I t_7' Pox. 4 D, 1q MtAtA 9r(Affi 3'�"MPx. -.. D.M.•®OA® A9 ta/I2 1` W.., I• Wn. FOR CONCRETE SEE SCHEDULE ON SHEET FOR WOOD SEE SECTIONS ON SKEET 12 I REGULM STORM ELEVATION SCARE 3/32'= ' { _J 14(■�Q', (AWL 06ERAP -1 *CIE WULY) Ile MAX. GOP j4' MA. QAY `.fit, SCALE 3/32`-1- .+-a N CU r _ 0a) .� L CL CL 0 .� C6 -.0 -F-+ C Co Co � W(1)U O L L a) CIO 0 -0 Co LL 0 — > A') C/) -0 a) E L Q C13 0 L CU C/) Q Q Z Z W J C O CA d DW CDW LL 5 O an O V C4 .-amaG C L,L d O _ -a t 61 C= CV OJ d ,y C= E1= w = d 3 Ea 3 aA m .fl CJ GO Z. C G VO 7Z C I= Cc O d � 0C, C i _( ICU > O C/) CIO p L_ 0- 0 INV! 'a'^) W W = Q Z Z LL SHEET NO. SH 1.0, W$HW4 t.3a4 4} # TN } 'NL1I.1.1E11M St!NFOIILF 9 &T Mz �a4 mo_ MULiJl1N. SPAN TL) ` REOUNEA W. T� TOSE. M'o4WN >. 5°-5• TO S°-•10` 7 +55.0 p5p5.z[O@I. -7Lo .at.. RATING , PAAiEL 70ESTOlB RTEO ,�$triflN 1 6aALE 3Ja-T' WE MULUDN OAN ALSO BE iNS7AILE0 w/o STORM Pmas om TOP OR fiaTTwA $a TRAT ,t IS kOCAM AT 70P OR WTTOW. OF OP914M. (aNE PAAY1 eM "Wo w! TUBE: TIX+ k wtw aI MAumn INH AUAMN - ALTERNATWE iw SCALE: 1/4• ® 1. ,MALL MOUNTING DWALIAMN - ALTERNATIVE 2Y6F SCALE: i/4` 1' 1.. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72A P.s,T. AND PANEL'S LENGTFL UP TO 8'-B". 2. FOR NEW WOOD FRAME CONSTRUC}TON: W60D ME BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL CAN BE SUIT ANY W= ANDIM MEET sG,roueE j e4 Ai ACtMtE O MS?lt14TILyS1.«IliST I EA aT[ON WA" AND E = MOUOUMN2 I ffir LLATiON .5=1VXA SCALE. 3f6' _. i` - SEC71ON '1 ,GALE. 3/6• - 1" EOtabS�LJ�'P rtt-ev cTneu T+A1EC S°K1E1M 1tiSTAt1AT10N I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN 9ETWEEN END I•tUNELS). LIFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED ADACEW TO REGULAR PANELS (W/ OR W/o REGULAR Tmm) +. LIFE SAFELY PANEL CONSISTS OF O:D3B" GM.VANIiED STEEL STORM PANEL A5 PER COMPONENT SHEET 2 OF DRAWING. TFRS PANEL ITSELF TO BE REMOVED OR IWALLEU FROM THE INSIDE OF STftUCTURE: A LIFE SAFETY PANEL REQUIRES TOP TRACK TO BE COMPONENT Q)d[. BOTTOM TRACK TO BE CQMPDNE T 63AS PER SHEET 2 OF THIS DRAWING, 00 COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED F-OU4*40 SECTIONS 1 # *�._' 2 oN TT&5 ET, AS WELL AS DETAILS T do 2 ON SHEET 14. �,L•.A $S" L 4. WM LENGTH FOR CDMPiNfENT�} ? ;. ( MOB. ANCHOR SPACING Ff}R CtN�PONEM OANCHORAGE' AT BOTTOM IS GIVEN ON tr ; SCHEDULES 1 k $ SHEET 14, COMPONENT MAY BE PERMANENT OR REMOVABLE ,k y .q 0+.'Y °'•. 6a SEE DETAILS FOR 0WALLATIDN INTO WOOD FRAME T ON SHEET ,S: 6.. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION- OF SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WWD RANDS. F+Atr 7 i'AFLr1k�;F�A CEILING A FLWR MOtMNG MALL 3 .FLOOR MOUNTING I " MM - ALTERKANM INBiAU.AMM - ALTIERNATffii WN (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX. SCAL& 1/4' 1` A.S.D. DEMON PRESSURE RATING) $CAW- 1/4' >< 1" rc wmR EtAa< B we 'tw lu6u atniim RL�' NOLpNTENi C.- INSTALLATION - SECTION 4 M SCALE. 1/e - 1' "A cowlt {E ANCNORSu SFE SOiKW&E ON ShW T4; FT.'R WY9a0 SCREW: SEE SFATiO&'OR S4tEM'T Ib 1, A 1W T5 t 1/4 a14 7h/4 3/4 OR 4/4 T. a A 1wf15 t •a>■!■ 1■11#IT.IAR1w■I. ■w nEtIM ■iRI RI I.i■ ilE1lR■■■. M �'!■ it. J - . y ATC 1aaR1101'. PAt@I.S�i } ttt/15 ® r. t AREA W/NO LH'E -SAFETY PANELS •...:�.._...._..._. REGULAR - LOOAtKRi of LIFE (SEENOTE 16Eiaw) ,.4. PANELS W/ OR .�-..._..,_.. WJO REGULAR TNAC;K$ . SAFETY PANEL ----+i (bEE NOTE 1 Ai£LOYt) M LAST PANEL f4i Ta � MSTM1Ea AX urE SlAEm' STOAY PAPiEL OPFNIRO SbMLL ALWAY$ PAOWOEO W AFA4 HANCLE ELDMION l T CD oR REMOVES FRWA tR99E 3/32'-1' q�¢S;3C,ALE 1!4` Ymw. IMP 0 `^' 1 e 1 t 1/ -At 1 8 PAW, $ tAtTERNa,E IOfA"iIGN !ll1TT EMPMKtS. 5ECTIN � SCALE 3/W2 I- t, MIMIU ( A.S.D. DE JQN PRESSURE RATING (p a f ) AND CORRESPONDING # PM&L LENGTH "L" SCHEDULE (MINA ONLY MR *in iNSTALi.ATK1N5 AS PER SELTR I TNRU to, ON SHEETS 4. 5 # 6) ' Imm w/ ,pY-NY,' Ss " a ovaut Ar Dow a YABtl" or ft"18- IM EXISTING. �rONCRUE +� 5'd?NCRETE BLOCK 'SMUiC-TURES tow olk.Y'FOR PAR" ("& iQ INSTALLAATWNS AS PER 3ECT06 t THRU 7, ON 'bHEM 4 k 5)To awAvjo# NT ` � • `, idD.F�o FLORIDA BUILDING CODE N(h Melaai HuYrtean$ 14aERw Mm Zama 20 CASE GALVANG:ED STEEL Sm" PAE�LM N wr. p ��. EQc OIIALPROTECTION DU , tLCDAM ft. �O'"'�JB AAbAA Q.. �„� NXR l4 AK 3p.MMY(1 W�ii H..iwK #7NRiEt (wo"w`mt rAC�.("OuW- m i4..l. nRl gi•!IAYG.Ri%t a.ql. ik.-1q1 AHNj LN L SCAi#'SMNA,iVOwtTE atsnx IN[ "s T. toAwN4t � atWlRY6 Ntk %tl,Yli Afi,MY., P:E. e. +f-4N _ .« tA1XEYl1� AS.O 1kM. IAt1tRN cLa+ r>ar+ �Teni +�.a. -a2.a r-3" we LESS 3 1!4' t4reoLTrm , TLRw 3 # a +SS.S, -Txa >7'-5 m t1.•8" Mbs, 23l4' iAreq„tEn: i TNRU S # 7 hSj;Q. -720 >G"+-H' TO ti -•3" Ymc 2 i/a' ' MY1Tt��N 6 +.3:5. -4b.O 13'-4" DR LESS 3 ff2"#itl. IW Y9AtAt AS.O, OESIGw .xSa P YAV4lAt TAPOCAI Cr TAP"aNR ANCHORS SPMy'10 TOR EO. s 3 1/3" " tMDf-M PAi8,1ANTE FBMIE.a PANFLWIEPLLA4 q� k : YARSARIPANp. i#aTtlnt h: tR.� to mt+4�Te m rE as m �E i Ttl caitTt 4 m 14` T�F 6 kfi.. S' a N/A NIA 3(LaRT O' N/A N/A N/A S' N/A 3' N/A 3" N/R 2 CRnT1at4 a' WA NIA rtfA A' N/A:. NIA. #" N/A 3 OIF USS S" 6' _ N/A R/A O•.. $` C E'' d• W' .3 (&QmWI).. 6' tdfA N/A N/A L' N/A 5' NIA 4" N/A 7 ��' S` O' tyx NIA, f F # 7 {1R47)'aM) MlA. NIA 12 ,/2' S Tfi' 13 TJ2' fr FJ4' 6 1/4' a ,!V` 6 f!4" b 1/4' S SEE SNFYTS itl # Tt Fqi' AtKNaa TYRE # iPAUK: FrM iMSTALGT1OtB MRa Wtl00 FRAME WNSUN AN414R SPAIWKW A>'E .ANIMAL SiStNiO£ ATE NAXGHEfl aN T1t5 'FOR Ea. LESS 3,WY ►1U:t,TCP pCt Sa1EOtILE RFLw}CE ANaiRR Mk4T1O WT WXRPLYti3 BFACMn StNTa,t iNi 50!#M&S wC TiE FOlEOYRAS PAET6p4: FaR TNW a4wOMXM m SE AOSSIW.E. Rwucw SPJt,RtO nelAMea i, tAc7ta. *SLIM. iWR' � LEA OWN MMRNAI SPAEWIG FOR Lkai ANGIK)R "TYPE A, AYE.wOWS LEOEAn.. if4'w flWCal' xF9WW1P aMlfiHt MifN-30 Ih A1(dMR SRWPn (.} w... 3 3 -3 3 tlx ] ito.iwy ty y.Y "ooL TAr3 3 3 T13 3 Tlx A sill t0. � BaOft y 14a rAo _ 5;R6 xt, - 3 1f2' SAW 1Ap 1,§tl t3 I�. ESai.EAEAESL SdJ1E 3/is�=t' I 1, INSTALLATIONS ARE. ONLY VALID FOR BUILDINGS WFM A.S,M DESIGN LOADS UP TO +55-5. -72.0 PSF AND PANEL'S LENGTH UP tO 8"-8'. 2. FOR NEW W00D FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF M55 OR EQUAL A BOTTOM MOUNTINGS CAN BE HNED IN ANY WAY TO SUIT ANY 5l ASa,. MIND ,.owcom 7 pom Cr w-aw W-m PAIawm F9WP a fmoim1E Pon M*UCDem R5 E M. Cat�NATKMMt or T"W MA'�ISkN PA71El LLittl,H 1' (T4.) To G, M 011 To To om4c$$= CLOCK m OnNc>NTEsekm "'I' m Y6 'A T0. � sp, 6" NJA WfA N/A 6' NIA w WA S'. N/A T & 2 ). Ss.o. -72.0 R" 7" B" S' O` O` S" R" 9' 8" 3 (BOTTOM) 6' NrA NfA WJA 5" NfA &° N/A 6" N/A 1 4: 2 (TOP) 456.0 -72,4 6, 5, 7 T12" 8" B' - $` 8" T (BOTTOM) 5'-a" TO Y-s" 6` NIA N/A N/A 5' K/A 6' N/A 5" N/A 1 & 2 (TOP): 11_Ir TO B. 4. 6. 6. G" 6" W3MAUM AS.O. 0E501t PRf55riRE I Dow # bh' o' no"'W or Mao am E muc a 3° MP..TEAL 1w Cr } APPLICABLEnim TO SECTIONS # OF •AiA1RMUM PANEL LENGTH "L' (€,.)mm To i +45a2 -8t.5. 5" 3'^ 4 1 2" i 4 t/2' 2 (BOTTOM) r--6" OR LESS: +$2.8 -66.0 3' 3" 4" 0 e Y (6OTTOM) 7'-6' OR LESS 4A55,0 -720 2 T/2" 3. 2 1/2° 4' 3 1/2" 2 (BOTTOM) 7'-G' OR LESS +SSA -72.0 2 1J2" 2 1f2" N/A NJA 2 (BOTTiSM). 7'-6' TO $•-$, +55.0 -72.0 N/A W/A 3' 3' 2 (BtTTTDM) 7'-S' TO 7' M r4r IpAAAPA .AMJA fit sYx PAAAfiL 4AWRN 3:31-e 19RiiWA. SEE $HW 13 MR ANCNONS TYPE # SPALINO FOR OWAU A140 MIA WOOD WAIN 1RELC5�. WAMI R A WNOR SPACMIOS N& VKMWi EDGE OWTANW ARE MOW OD 4W R45 SMISM .Fat E.O. LEER TNW wtaCM ON SRIEt " REDUCE ANOMR SPµWt6 W MULT LYM SPMDW SRO" ON SPWOWE A1` *9 FaLLOTNiG FACTORS. FOR TM OP6UT01 10 W POSMLE. AEBt�F= SPAPDW ORTNNED V FACRW SWLL. hat w LESS DON taRMm Spmko Mt%ATEO RR EACH AO CIM TYPE AT ANMK k MO, AFAttaIT T/wE ?!'iy T/i"s tJtaWOW 1liid T/4'A 1T CFTTP•Qw c wut.. MR. mom woo* aIw) 3 3 3 3 x $A - •,gM,pM{� aa} 3 3 3 3 3 �1 ME4a iw.} 3 3 31/2 3T.h. 4- AL11iK SJ1 R1aMrat 3' ,AR �i� AaR .b5 - iA1R NALD ONLY MR AS PER SECTIONS T THRU 10. ON SHEETS 4. 5 i. 6) W' AN MONOR+ WACM MR LOI - 3 i fY w A.S.I., DOWN TMtON .,. 4 TAP^L'R#.. Skt6K-ttt Pl aNME FaMUE to V*,o ATE PINS ;Kk1 SEt TO 5EOt� b MAID" PANEL pRtswjm RA1w& 70 To SarAm fiwixta E RLd3t TO To CG Itm p,YCRETE m eDwm E ismt To CowCRm W,aCK To CfMdCRmm TO LXMCR n stsKM m ATE TO GONLit a TSAGK 70 Cw#tCP2YE- 10 'Co"OWTE sum + COt NATKWt or IAN umm v Cik) fi' N/A N/A N/A S. N/A 6' N/A a N/A N/A N/A i (Top) 6" 4' N/A N/A 5' 6' S' S" 6' 8` N/A NIA 1 (BOTTOM) S" N/A WA, N/A' 6". N/A 8". WA 4" N/A N/A N/A 2 (LOP) N/A NfA, NJA 5' N/A: 5' N/A 5" N/A N/A N/A 2 (B)ITON) 55:% -72.0 6" N/A N/A NIA 5' N/A 8" N/A 6' N/A N/A N/A 3 & 4 (TOP). ?7'-5' TO 6'-8" OR. LESS 6" 4". N/A NIA.: 6"-: 6" B' 6" 6" -8"- 6` N/A N/A '. 3 {N4•ifON). 6" N/A N/A NIA 61 N/A,: 6' N/A N/A N/A N/A 7 (TC�j. 6" a 4" N/A N/A 6' 6' S. 6' 6' 6` WIA N/A 4 & 7 (BOTTOM) WA N/A 12 1/2* 6 1/4' 12 1/2•.. 6 TJ+" 6 Ile 6 1/4".. 6 11# 6 1/4` N/A N/A 5 (TOPJB3TTOM) bU.O. -53,3 MIA. N/A 12 ir+2` 6 ,/i' 12 1J2". 8 1J4" 6 /4" 6 Tf!' it 1f4` 6 1/4' :. N/A N/A 6 (IOP/BOTTOM) 8-6"TO W-r 55.0, -72A N/A N/A 6. 1/4" NIA. 6 1/4` N/A.... 6 1/4" 6 1/4' 6 1/4` 6 1/+ N/A _ N/A '.6 (TOP/00110M) -6" TO IV-2':. N/A N/A N/A NIA N/A N/A NJA N/A 6 1/4". 6 1/4" : 6. 1/4' 6 1/4" a° 2, 10 crop) 39. -4$O 6" 4" N/A N/A N/A N/A IN N/A 6` S' G 1/4' 6 1/4` 6 (BOTTOM) OR 4:E'6$ T 4" - N/A N/A N/A N/A N/A N/A 5' 6' B ,J4" 6 4/4' S (8O1T041) 12`-4' OR LESS NJA N/A R/A: N/A. NIA N/A N/A N/R 6 fi/4". S i/i'. 8 f ,FLEETS ta, it AM 12 FOR N CNWSS TTPE # WWW FOR MSTALLARiAtS MRO. WOOD FMW 8",W iAtMNIM ANCHOR g"co GG AW MRRLSNM E,X,'E unwma ARE w orAm oN THS FAR E.D, L TIM INDICATED ON RWJM ANCHOR SPACMG RY W&tI VD0 $PACMO VMN aN ROiiEOWE BY 11E FOT.EAWINO FAC10H5..MR M OPOW01ON TO 9C REo'UCED SPAOMIO D U04 FACTOR rmtL Not RE UU I" MM AX SPAOWM tNOA"ATED FOR W" AftHOR TYPE AT NOON" Umme 1Jt: 1f4't t/4*s. 1/4"f 1/C,a Sf4'+1 TAPPw. 11 OF WISH . [NX-N/ i�6-SEC Ift AW" mota 0') 3 3 3 3 3 tjx 3 ♦6AIMt3i,A+A1 (Auj: 3:_.. 3 3 3 3 3 $14 1io.Awu1 awW *.k W 3 3 3 1/2 J 1/2 4 3 -f/x Aa■L r� 8s5c aSalRrsT r A'C T to 6 DIP p TAR tab - 4.tlG ,43 - 31 - .. T.MO •.. ,Ab i.W.. INN EXISTING WOOD STRUCTURES - i b 'T i 14-,a PM'Ei.MATE PLUS /14-10 PANELMATE PM ''P 14-10 PANELAWTE PLUS S T 4" 0.0 W/ 1 7J6" ` b B 1/4" o.T:. W/ , a/6" "�$ S 1J4" ttII4 f k PENETRATiOR N Ti Det, PENEi'RkIKRt TD WQUG ( 7K1W11 EO PENETRATION m } 00STMK WOW WAM a-sn O wW wpW REOW t EWSTNNC. WOW HFAm i a r YR)aDf Not itt7"L, MR SEE SfFPO. mr ON!su Stl4 &F ONDO I 'TO ^- "" "` '-`,a Mme. PA+1k LF.NGTPI: _.n_....,._.,,__ ` MO§L PANEL -LENGTH ...., �`"- a_ta«. PN1€1. Lf:NGYH ilaY3NiT ss,, (SE NOTE 1) mmil47a-MITI' S3� (sa NOTE t) i xWc «g 4 (SEE NOTE ,) � :16 W NJE •_^ 3132' wNO NUT ,••�-.• 31�' WMa iRR �) 1 R EY€Jr1 � I M EVERT a4aaAP R L1FRt aaEf6M � 1 I i t Soli I a wx a 601, - t. I OF ,L Eas 4 � 1 ( i I ° • • s'. ,. " i .:' . a 1 119,tGNi71wILi11ER . „ ,. r 4,r a 3133' y °t ArhRY: sRn a •.. :,. ; W i3 GIs` arc. {{ff } 4 4'M LAG SORE'w5 O.C. W/1 1/2" 2'xt` 1Yo0iT PLA a1 [1 i F4-1G PAN@LLATE PLUS 2'ici" WDaa P , �, .° 4 RRELBIR$p 1 ! 3 1 MEIPENETRATION A REquR1ED 9 t }4 444 { b 1,% O& W/ 1 T/6• i • 4 b{, mm"Otm OF PLATE 1 4 4 FI Atlfi WIDTH Of PLATE 7 4"1 UG SORM C O'c�.STAOOEREO W/ d ' S L RFAOED IP4 2' TOWN 4 AfAoixlii. ,, 1 i. 3 k � A7 YIOW101N aP' PiRTE 30ALE Sf6-1'ALTERNATE ISM -. SSOACE 3/6-1' SCALE. 3/$.1" gSlFES: 1. INSTALLATIONS FOR ALTERNATIVES 8W. SW 3t 1OW ONLY VALID FOR NNiNNigy,b BUILDINGS UILDI LOADS.: UP To +45:& -48.0 P"a:1. ANDPANEI S LENGTH .&� 0 fEMON 2. FOR NEW .WOOD FRAME CONSTRUCTION: WOOD MEM9ERS TO BE SOUTHERN :r�P�' .•�. GENBF ' �� :' PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. a s FLORIDA BUILDING CODE (High YelcaT. Nurrtaama Zanw _o No. 41 t&tEtO, wK 20 GAGE GAIVANIIED STEEL STORM PANEL 'Dow itit= FM COl'BWAMON_OF accraNc a `� a w TOP & BOTTOM MOUNTINGS CAN BE ° * r'''e"^•-••�"a.."b. ...rr'�.0 Irrftis/maR COMBINED IN ANY WAY TO surT ANT GLOBAL PROTECTION PRODUCTS,. U.C. act: '", 1) - . I C. Q IRIe. `L 1NSTALkATTON. T�' I{t ... 44AR W 51 SOWIT !o "'.. " -. TffiJW EN 1 #MY OEWE. r4,. 1§ .,. ,.,W 1Not .1 ' E� A;x m. s< se sx MMxaW. R iYEe Pi1tMC (NMNae-T'StS, Tws: tia,}NEi-wrAT 25-176 EAAIVst, A hr.-6PNATt^,14P. A.eaai Y+9_4'W tiT 040 c1"nwSTlw ALA w Eo"lex. Eu 'r awAMR No: } WALTERA 7KMi Mr.., P:E. oP 1 Si0tT/2 �24 1. 1NStpkATR,NS ARE ONLY VNda FOR BIRL,GWGS WIN "0 omaN Low up To +S'S,R -72.0 Fi4 sm PAWL'"a LENmd UP. TO 6"-A`, 2, FOR NEw wOOn FRAYS OteNSTRUC omF wom ME7NBER5 TO SE 5OLIO+M PwtE R3. R. 4I! SPECMTC' DENSITY of 0.94oR ET1Wt. til wis favi wrw wm&l ._.,... i 0 } • S.3 .... _ a� ALTERMT VE 4 CU cn v IL Q o c ca U -0 �- U � "0 0 Co O cu � O Q O � Cu 0 Q Co U- Q CU .� L Q /�� - `'��^k Vi c 0 .a cD � V N 1✓ T� R O ... d O .+r N x EY ,� Q tj L 61 aA .C7 • V � C 9 cu E m c 0 ICU Cn CL CuO t..1.. U '�'^ W Lu z z Q -.l a SHEET NO, SH 1.1, D.Wo --- _----ANCHORS (SEE SECTIONS ON SHEETS 17. IS, 19 dt 20)------.--._.___.-.. 3" MWf. 3A/1Y 4A/77, 6WfIS. 311f1t, AB/17, 09/1k, 1' MIN. 9AWft9, 7AWf19 k SAW/20 iM ITT 7lN' k 19W� i O O b O b MAX. �34/17. 4A/17, 6Af+A `-wNO Nrt o ET k now 3i!%t7, 4B/tt, %110. 31 M AX MIN. SAW/19, 7AW/19 a 5AW/20 EXTERIORekw/19, 7kw/I9 k WO/20 t• MINI ---- ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 k 20) I QETIQN #2 FOR LiF SC AFETY SIM PANELID ELEVATION SCALE 311V-1• Ifs' wt: wP SECTION A -A SCALE 3/te"-1" e • f7-[m .A• MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (p.s•f.) (SEE SECTIONS) +55.0, -72.0 $•--B. 2 3/4" UNBOLTED INSIALLADON DETAILS FOR OPTION J2 EQ8 UFE SAFETY STORM PANEL SYSTEM IM EXISTING POURED CONCRETE 08 CONCRETE BLOCK 51RUC URES 4' TAPOON ANCHORS 4' TAPCON A00MRS 1l4' TAPCON ANCH01ffi 1 4' TAPCON ANCHONS e 9" O.C. e Y O.C. a 9' d.C. Cp�TE \ a.CONGA" -I { OR CONCRETCRtTA',; ` P84VWO CONE( -El i pp,WEy I� CONCRETE BLOCK REQu1REo S \ j .t ` TIVOUIRED j .1 1 1 1/4. Lime. I Mex. � Amx. If I ED.e I i i I f.A.e I EO.• ± I* ' II11 � i i I w �p to IS 1 Mi I i »r I r ,NQT,W i It It tg Gi.ASS Exml! I I GLe455 L _ L5 A53 1 t CLASS 1 '�I -'.'i^: .-_- rr-- a'W TALI. ��Ie'��� _ ` ir:.. I 1 ; ..-__,V _. _� �_- �� '�� •�'l,V�^i ;-, e' �1li I 11 I 3{5t' - IM e �rA' N12 Our e tub I EpIILar ' f � : E.O.e i 1 � f &D! i ' ED • i I , tj' ' r-'-----I I t/2' - , t/�4•k-2dw3J4"5,5. w w � t/z' - L7I^e�x32 4M7NCS rNwi WWI q - P-'- -"'7/e'r,13 WING NUT WASHER I i r a 12 1/2' O.C. (BEYOND) 7 e`P x 3/32' IMNO NUT i L "1 s. 3132" i L WASHER Q 11 1J2` O:C. f OUT WASHER (BEYfPPO) f 7 4 TAPWN ANCHORS L, t 4 TAPER ANCHORS i e Timm RS 1 4 TAFCON AWCl141R$ e 1i 4 1 YC. O.4 1/Y• O.C. i J +++ (STAGGERED W/ STUD) I (STAGGERED W/ STUO) I `� 4 1/2' O.C. QpUgE e 4 1/2" MC.RED. CONCRETE ONNCRi IK _,_PDURECONCRETE BLOC. "�-ORAL OCONCREtE SOCK �'pR CCOtRaiETE BtOCpi OORRREO&CU44� 4REQUIRED REWIRED REQUIRED WALL MOUNTI�ALI"N WALL MOUE INS LL gN WALL MOUNTING TION W,l:I MOUNTING INNSTAIIAnON O REGULAR PANEL O _ LIFE SAFETY PANEL I AN CkNEi O LIFE SAFETY PANEL SCALE 3/6•-1- SCALE 3/8._I. SCALE 3/5--1• - _ SCALE 3/e'-1" a�``ttiP a TIll ,•• ✓'� rs�' �GEidSF"° FLORIDA BUILDING CODE NI h Yeleclt Nu cone Zone O 1} j _ * = *9= nth. W- 20 � GALVANIZED STEEL STORM PANEL Fu, Da,, Deow BY. MR C GLOBAL. PROTECTION PRODUCTS, LLC,. Oct yOR ., F RtD y0 TALL. ANr iiaEs4 fAAi#'�SyU,� Q Nr « PIN mr-�.a�{"tn --- CAA o wlar+n (u41Ew-ga4b, FAX: (Rs4')em-Isar 20-174 y*TUNE WWI. MW. MUF,A.. P.E. ""' .Ps w, .a GNAIHO AIIacLL mi rJ;E stir to a aD FOR ANCNIORS TYPE a WAtall aP,teelc rme INSTNLArtaNs r+lD Bodo FRAME BUILDING. Ira ela+DR et+aa � # MaeMRAI ANCHOR SPACINGS AND MMONIeI Ooao.IMa 6a1 3 EDGE o1sTANCE ARE IIO#:OED ON 11HL4 �eaeWTAaa EDE'DWf EDI E.D. iESs TWA, IIIbK'ATED ON eaa,w ann.r 11Na OaD 3 SCHEDULE REGECE ANCHOR >�ACRRO M Mu.DPLVIRc aPxmO s110eN ON SW[OLRE NIflUEk a4 009E 9M1eCID fADNe IT tK fIXLOWIHO pF10RS. FOR TFIW t tfY. s OPLwATIpN To Re FdSsbLE REDUZO 11PIrCp1D oNTowep tlklli nLLT1Nt SMALL tqT 2 Be Ilse Tltw L.NIJ(M 5PAL310 IROW'ATEO FOR FALYI ANCHOR T'fPfc ON 71.5 SOH,ECULE #r DETAILS {•Q8 OPTION #2 FOR L►FE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRE]'E OR CONCRETE BLOCK STRUCTURES_ �114 TAPCON ANCHORS 14" ANCHORS I O 9. N. r ` e 9' O.C. >x�E }LLQGKI i REQUOR aLdaL-Tj i l `. I � � 1/4• I Max. L.bx. I Ep 4 I I 3 t 4 M6 FPwEW4W m � � ;rt j Ha Nn,M.OH to t i .� h r se�utt q �1 a Ass ~ R3MT r.j al t 1 Exlsnt)sw I , s 1 + ' 1 I ' i I i I ED.e y14-tD"e PAWELMATE PLUS WJ yyRED CONCRETE - 14-tdr PAnE1MFTE PINS wf '7/B`e x 3/a2" WRKi NUTWASNEa. j �/B•r x 3J32WING NUTWASHER e 6 YJ4' O.C. (BEYOND) -ORUCWKYtETE BACK �'- 0'R WNt".kE7E BLOCYCBLOCK REOtlIREO REOtIRED reLLer,ION. WALL 110UNTING INS?ARIAME BUILDING. UA7tON £CULARTION SA PANSECTION SB O REGEL O LIFE SAFETY PANEL SCALE 3J6'-1" Mtg1ELINU Sr+,t- 316•-1" No. 44167 � = FLORIDA BUILDING CODE N1 h WIR>cff Nu cone Lone * : tumo mJ2w .Na STATE � 2D GAGE GALVANIZED STEEL. STORM PANEL Nm �., GLOBAL PROTECTION PRODUCTS, I.I.C. °T�"20 y L* t9Fe. NmWb S.W. bf 51PEE1 LRJE NImNM.., MW EL Fr Eol.+al,,.t axlOUA n au, PtIOND 33374 20-174 LEAN Tan-,w, t teen -SSTs, FA%i (454i6e9-e;a7 _ ►.E 1TE CA-ROOO')F9 fn,r ver rY cka a11Rr, aWmP1: Ka wAtrat A TRLO J.,, Pa .Leer ,e w 24wAw INSTALLATION RETAILS EM SERIES 20DO AND 10Q0 E-Z HANG STORM MEL 4�1 comem MTL YLUT p 25) r/rR lf4 i SEE IIlkLT if ! '� AXt 1W TYPE k �� Tw2 MM6l1aE SPAONO FOR INSTAUATidB iftW WOOD MepARIt.At�EnR SPACeReS AND MINIMUM le. AIm1o1, aaaaw QrJ 3 3 EDGE DBTANCE LINE INdGS?ED ON 7/eS Wmn.e»ea MJ J s SCI#DULf FOR FD. tffi IILW ItMuTSD ON pr.,r,J Lbrr 81ma QY } ] # tji SCFEOIAE ISDMICE ANCiM+ YA'7NC 9Y ,Ac7WLVIIC IMAGING sIRENNI aN SaEEDIAE AGRII. Kn Q.pi El9eCQ FPDIgR BY THE P6LI.OYWIG FACTIXM:Fmt Tt15- ItPFALAjW1N ro � IRTSStBt.E R6 SprfAfm ornpRED U4k# Tr;CTOR Sxut NOT` SE LE65 THIFdf ININ9PYL SPACNB M(RFAtEO FOR EACH Ai1CIgA TlPE QR THIS SpEMAE N O LO O ?� � _O LLILI INSTA I ATION QEIAl EQB OPTION #2 FOR UEE SAMY STORM PANEL =EM INSTALLATION DETAILS EQROPTION 9 2 FOR LIFE SAFETY STORM PANEL SYSTEM GENERAL NOTES! u , IQ _ ,CAM STORM PANJE1. �„ IINTO EXISTIN WQQD STRUCTURES INTO EXISTING WOOD �U�Q,� `-' - T. E-z HANG STORM PANEL sH0'!M} ON ifp5 PRODUCT EVALUATION DOCUMENT tP:ED.) HAS BEEN YERifb'D FOR GDMPUWGE IN B.t) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAriEU1ATE FEMALE IO 8 PALFF},MATE PLUS INTO CONCRETE i C£ ( t ;. AC(X2RDANCE WITH THE 202D (TtR EDTriDN) # 3IRE FLOSDA BIRLOINC CODE BLOCK SHALL 9E 1 1 f4•, -- ' � f 9 " DES N#1 WIND LOADS SHALL BE DETERMINED As PER SECROM tB20 of THE A80VE MEM9ONED CCU£, B.a) MINIMUM EN p;1ENT OF ifb'e x 7/B' CALL -IN ANCHOitS SfiAli BE Is 7fB BTTO CONCRETE. FOR A WIND SPEED AS REOIIRED BY THE .IUR1S© TkIN WHERE THESE SHUTTERS w1LL BE INSTALLED AND. NO EMBEDMENt SAID ANY ftN15H iAATERW. SHILL BE PERIWTTED. -wpOD EF IQFR i .1 w00D w000U01 FORA 016�CTIONALITY FACiCNt 1Ed-4.85. US#N4 ASGE 7- 16 AND SHALL NOT E%CEEO THE M4xllilUM (A$.D.} 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE. LONG ENOUGH(SHOULD ANY FINISH MATERIAL QOST) TO -RE j .• ` iiq tf4"A TAPGON a 6" D.G: 1./a I TAPCGN O 6" o:C. DESIGN PRESSURE RATINGS INDICATED. ON s"mm 25 k 26, ENGAGE s{4^ INTO ANCHORS. ' I •:` '. TAPCON O 6` D.C. t/.4'ti TAPIY,7N O 6. O.C. ' :` -_ 1I4'9 TM+CON a b" O.C. ;?' 1/4'r TAPCOIi a 6" 0.C. "�""' ""W/1 1/2` A11N. TNREADEO .r °�'"'�W{1 1/ ' A9N. TlhpiEADEO IN ORDER TO VERIFY TALE ABOVE CONDITION. U041ATE DESKIN WIND LOADS DETERMINED PER A,SCE 7-15 n+aEADEo "'""'�VFf1 tJ2' YIN. THREADED W/1 7J2'.wN. THREA0Ep t .'.: "W/i 1/a" WN. THREADED / PEtA'1MtWN AT wa0C1 x* PEF4TlAETON AT WOOD SHAU BE FIRST REDUCED TO ASO. DEM WIND. LORDS BY MULTIPLYING THEM Bt D.6 IN ORDER To 8.3) 1N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS 8E FOUND THE EXISTING WALL, y I PENE1WATroN Af WOOD l p TIDAL AT WOOD J a r ,: r11 TION AT wb� • a y PENETRl7gN A7 wC00 j[ 1 f HEADER k { 1� HEADER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 , a6: ANCHORS SHALL. BE LONG DMO14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE 1 1 {HEADERJ _ : SHALL BE AS 'MENTIONED IN $.I) AND IN 8.2). LY S HE HEADER IN ORDER TO VERIFY THAT COMPONENTS AND AF KYR$ ON THIS P.ED, AS TESTED WERE NOT OVER STRESSED, A 33x INCREASE C� ") y I _ //2• 1/4' c 1 J2. 1/4' IN ALLOWABLE STRESS FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HALLS BEENHEADER t/T 1T" tf7' t/2' M p 1/4 '1 i/Y - . tfb• e lJs• I �. . t i DETERMINED IN ACCORDANCE WITH N.D.S, 201$. (C) ANCHORS SHALL BE M7ALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S C C� r ___ % 4 `I'__- i 1 Wes, ,+ I X t` 2' Y 1 /2' ?� �. 2't } -# WOW HFAOIX f i -- wtlo0 HEADER f f .`t t i STORM PANEL`S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. LL 'l La. I f 1An- T ♦ REQUIRED "` i 1 I ' I BEWARED S i t, Ir SHALL BE TH(E RESPONSIBILITY OF THE CONTRACTOR TO VERiFFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER y � ! I t THE ABOVE MENTION® CODE AS PER FENE5TFi4T7ON 7ESTIN6 tAEORATORY, LNG REPORT 2Q32. AS PRfITGG01.s TAS-20t, O I ! - TAS-202 AND TAS-203. - is TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER S1NLL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. i ' I - r t� i I ! f I i 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTS OF THE OPENING ACCESSM TIE OPENING FROM THE N C 1 1 j_J ',J :.�` /'� IJ�-t"�`'. i /T ItsiOE W/0 THE USE A LADDE{L OR 1.ffT. ?INS APPLCAtKXL 15 VAi14 WHEN IISTALIA716N IS INTENDED TO BE PERFORMED 12. THE MSTAI1.4T30F7 CONTRACTOR IS TD $Eu/CAUUc p11 SHUTTER C OT#TtT EDGES WHtgi RFMAM IN CONTINUOUS N i yY q i Zir I ! r yy 5 q y y 1Jr I ; "l.!/ j FROM llff INSIDE O' STRUCTURE. LENGTH. WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. Ck" AND SEAL SHU IV TRAM ALL MOUND FULL 3 aA � ' i I TO Hm 3. SERIES ]000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN # ALIATION IS REQUMED TO BE d +L+ CU ' PANEL LENGTH �}j+- l .tE { { ! i i 'L` ' ''` - Tom Sal x" , + SCHOXI ' i PERFORMED FROM THE INSIDE OF STRUCTURE ' (SEE NOTE t BELOW) j im 10) 1' �Nue. i PANEL LOOM DR LAW 10) ; I I I � � ON SmuY is) � H /3. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PINS ANY BUILDING AND ZONING > t >~ j(( i PAFffL. LENGTH % i (SEE NONE 1 6F1Dw) 1' Ma>L , �..� t r I REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. d +' Q E% 1 I ' PANEL LENGTH !- 5EPA1NtWN q GI+LSS i 4. SERIES 2000 INSTALLAtIX1 L4 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN fY �,_ Epp m> i I --t .- --A -... (SEE OGLE t BEI.OYI� ie> q ± ^'----�-^t e-_-_. (SEE NOTE 16ELDW) tD oo I "f,' ;t,. - i 'L` Mmc. •,T�. F .. g0lfilpA;S a I PANEL LENGTH .._J PANEL LENGTH. INSTALLATION S REWIRED T(} t PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSPEM^' 4S PJBENf PE1ppLp. _ SoeItAE I ` 1f4'r2a,t' I T'- T.Av.._._. (MALL ON aK11 fit I &s. Acs. W we SHM 101 i (5£E NOTE t BELaW) t/4•e-2rnrs• i (SEE NGTE. t BELQw) aA Sa S.S. MS. MJ� - I ; S5. MS- w - i ¢LAGS i 5.5. M,S. W H 1 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-Tfi ALLOY AND TEMPER. (UNLESS DTHEidWL4£ NOTED) IS. (0) THIS PRODUCT EVUUATION DOCUMENT (P.ED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PR(MDE � fi•1 � /B _ 7/e"r r 3f3Y i J�6"" 7 "r x 3 2• i I M11NG NUT S. AL _ 3I O5 H14 IN A SITE r.a CON P.E.D. xUT : t j 7 e x. 3/32" ( ALL ALUMINUM SHEET MET USED AT CLOSURES SHALL HAVE - ALLOY INFORMATION f SPECIFIC PROJECT• '. WHERE THE SITE CONDITIONS DEVOTE FROM THEi 6. (b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION, PURCHASE MD INSINAAHON INCLUDING LIFE SAFETY OF T 7. ALL STEEL SHEET METAL. PANELS SHALL. HAVE STRUCTURAL. QUALITY STEEL. ASTM A-B53 OWE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P,ED..PROVIDED HE/SHE DOE'S NOT DEVIATE FROM THE CONTXRONS DETAILED ON '.." DESIGNATION WJFy- 58-5 kst (AFTER ROLLED), THIS DOCUMENT. CONSTRUCTION SAFETY AT SLATE IS THE CONTRACTOR'S REtA(kH IBiIITY a { 1 PENETRATION T i q 4. ALLSCREWS TO BE STAINLESS STEEL 304 OR316 NSt SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER DIN (c) THIS PRODUCT EVALUATION OOCUMENT WILL BE CONSIDERED INVALID IFMODIFIED. C C.I f I {N{DWIOni OF PLATE I 14 i - _ $AILS W/ 50 Msi YIELD STRENGTH AND 90 W TENSILE STRENGTH k SIWI COMPLY W/ FLORIDA SUumo CODE SECTION 2411.3.3.4. >r.. + 1 y j s i I (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENC,IEFER OR ARCHITECT WHICH WILL L7 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR A51 304 SERIES STAINLESS STEEL WITH 38 Mci MINIMUM YIELD STRENGTH. BEGONE THIN NTNWNEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER 1 i 1 I ! I I ; USE OF THE P.ED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL 1 q 10, ANCHORS TO WALL SHALL ISE AS FOLLOWS: SUBMIT TO THIS LTTIM THE SITE SPECIFIC DRAWINGS FOR REVIEIC (A) IR FxIST!!yG fts0 a: {{ EO. i/4'e TAPCON ANCHORS AS MANUFACTURED 9Y I.T.W. BUILOEX, INC. (MIN. f'c-3T92 p.e.L) .i I f f ' g (a) THIS P.E.D. ",,HiAtl. BEAR THE: 1NL1E AND ORIGINAL SEAL AND SIRATURE � THE .PtR6fE5�ONN. ENGINEEN OF RECORD THAT PREPARE¢ R, • . ". 1/4-A-20x3/4.55. M.S. W/ ! - 1 / 4• e X 7 CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. MIN. Fc-3000 p...l. fj 6' COLT I �� `�--'�CDNT. f i i t 1/4-►-20x3/1'sS. MS. Wf - j14-10 PANELMATE FEMALE ID W P�MATr ( ) IS- STORM PANEL MANUFACTURE" LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN -.x3f3Y WING NUT i PLUS MNCH�S. AS MANUFACTURED BY ELCO CONSTRUCTOOF! PRODUCTS. WINO NUT T •. x 3/32' FMNO 7/e'rx3/32' WTrN IRIT ACCORDANCE WITH SECTION I7D9.9.3 FLORIDA BUILDING COIF. ONE LABfJ. STALL BE PLACED FOR EVERY OPENING. t I1 ..f6 N � WV,sIER o t2 1/Y' O.C. I [ 1 ( wASH1ER {�YDNIO) (fa-3350 p..J.) LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CAE. 7 WASHER a 12 IVIT QC. l 11 NUT w/6NER (BEYOND) N 1 i 1 I I I,, zl._ 1 4'0 TAPCON o r D.C. ,(I ! 1 4b TAPCdI a e' O.C. ( _ t s'i 1APWN O d O.C. ) 4 w t i Y MIN. TfItaHDEO { i i .�, 1].: 1..• 1 q AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PMELAUTE �� Yx4' WOW] TE , i i /B"r x 3/3Y WINO NUT g L 1 r i t w/ sru0) i Wl) E aA E 2 .a' WOOD TEt �L 1J�s z 3/3Y WING sort jj! 7 l '-1 '� 77 iWM AT tJIDW'IDTHI ( _ +-+ III I 1 9 FEMALE ID h FMfELMATE PLUS. I y I I w/3 1 MrR. iHRFiNEp • € i w/1 1 LSOL THREADED V' _T dF PLATE '-•Y- i . REQUIRED l WASHER e 8 i/4' D.C. REOtAREo t ,. ( _ WASHER a (BEYOENO) =-it PEHffTRATipHR AT Etl0W1DTH PENEiRATYiN A WDW4ITYL I ! 7 i i OF PULE OF MATE `' ' ' 1 • ' PLATE i 4' tYOW MATE ✓} `. i. ( I 1 { ;,r• i i �! A2) MINIMUM EMBEDMENT OF T/4`e X 7fB" CAUL -.IN ANCHORS SHALL !# IS 7/6" INTO. CONCRETE. NO EMBEDMENT INTO 2k4' F PLATE PATE I WOW PLATE . 15 104` O.t� WTJ1 7 6 t }jjjN Ot 6 10F^ O.DC WFTE P q$� ALIT FINISH MATERIAL $HAUL BE PERMITTED. RE�UNRED ALL YOLt � Mal l I ATiON MM. THREADED F�EHNETR%"DON � { { pMaT�MfO t10��DtlFPPUTE 7� � � ' E �1 � 4 INf,T0 ANCHORS. SIDEWALK SOLTS USED SIO L BE LONG ENDUGH(SNOULD ANY FINISH MATERNAL, MST) TO ENGAGE 3/4" HNtNNN A7 MIDWIBTHI OF PLATE WALL MOLIONG INSTALLATION E (y' nA Ti fawnALTERNATIVE 8AW SCALE 3fB-1" A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR PANEL FF SOME sfB -t WALL MdUNTING INSTAL WON N;H WAIL M �` J",N FLOOR. ANCHORS SNMi. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SNNl SCALE 3f6"mot" SCALE 3/6"-7• LAMP TI! r:^Fgy, 4y+At TI ry AN BE A5, MFNTWED IN A13 AND HI A.2). s N4. 44� i2 F S k fLORIDA BUILDING CODE Ht h Vefoclf mu cone Zone Z FLORIDA BUILDING CODE NI h Ve1oa Hunc�one on % - SCALE 3f6•=a" V`� 1GENSi , T�� �iLl£SCALE 3Y pPANEL (e} U74 + TAPCONCO ANCHORS As MANUFACTURED *' * : Tk c 1. 0WALUTNOHS ARE ONLY VALID I" BUILDINGS WITH A.S.D. DESIGN LOAM '�. � � FLORIDA€LORIDA BUILDING CODE Nf h Ve(ocN Hu Ions _ f ACTURED BY I.T.W.-I.T.W. BULDEK. INC. I s m m +65.3 -Tao Psa /wG PANEL'S LENGTH LAP To a-e. NO, $ a2m0, DO, Eva pp, NO $$I$7 § `tATEOA eX 20 GAGE GALVANIZED STEEL STORY PANEL r'P' - t/4" e X 7/B' CALK-BN ANCHORS, AS MWUFAGTURFD BY DEwuT INc. (T'n-APING p•.J,) gyp., Pt '� etlTMt°0 Na 20 I;1GE GALVANIZED STEEL STORM PANEL rP. #'s 20 GAGE GALVANIZED STEEL STORM PANEL #14-10 PANELMATE FEMALE ID AND-PANELMATE. PLUS AAX:FIOR5, AS MANUFACTURED BY ELCO CONSTRUCTION r• ORaAI tw, 2. FOR NEW WOOD MAME CDNSfPoJGnWh WOOD MEMBERS TO BE SOUTHERN 3 �•• ,--.., ft 1. 1NSTAUAWNS ARE ONLY VAUD FOR SUIDINGS WITH &SD. DES" LOADS * y� PINE NO. 2. WJ SPECIIC DENSITY OF 0.55 OR EQUAL. Z -X tM --� - _ _ ��� W TO +55-5, -72.0 PSF AND PANELS LENGTH UP TO 6•-B". S: , "x,� + pT/g/pfc PRODUCTS (Ym.2077 p.a.t.) f �,A rr %/ARM STA E `-= GLOBAL PROTECTION PRODUCTS, I.I.C.Q ATE L PROTECTION PRODUCTS, LLC, WaE - ` ,,. GLOBAL PROTECTION PRODUCTS, LLC. D,a ='�1''•. ■ILrE C O EN[. - of , --- ,Illb S.W. 61 SD�T "M 9... 57 SEEP eaf= _ IMTE l 14l C l N[. 20-174 r E .a. s.+a. w. m/w�wr Waves n ar« Nw![ tots 20-176 O 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN R T WO k BL OMtt. Fl_ A3t4 Y IL I� Wr O /MC. AMT IYaIE. n. 331t4 4rW SW. bt SHEET 2D-174 PINE NO. 2. W/ SPELYtIC ➢iyNSTiY of D.SS OR fQLML 4 flF;., QR19 ` rJx .., sa ,lu, xF,wamre.s 0. m,. nwlw (n,)4ew71,�. F.NC t0.+1�e1-a19T )5�-15sa FAc t.b4xa-e»r T61TMa i 1 II IYM AEIY wD�e n. 33114 ate. x� w. w „A vrr.,,,e4 n afa PHONE � S • • M,.r r poq w-+sm . F- , pWA at-tsN ev. , DmD o,-1w M. a , PWa at-rm F 0%)WW-M/6. FNO (.b,)ae6-e7.7 �1 S "-"0°, �c1 WO'naitu °00/ c _ c .e. w. �.. uw+sw a r' rrNa !..�� rw BOBesEc P� a nmb7ll r� rr N w.��r ar ,Parr .., aavIWIR ue: ax r. r.... rear DRA2, N. /fltil N PE !9'AtfBdlNh /471E - NIMN »TOILE WALT91 "WIN Jr•, P£ m If- . - - �fE "LUX A Jr.. P.E ea fF-Hl WAL7ER A tRMT N PE aw 13EEi » OF 2E 4f1 _ - - _ HWII m Iw YS t0 11R1 tf a 26 CQMPQNENIS FOR URR1ES 2000 & 1QQQ E Z HANG STORM PANELS (SCALE. 1/2-1") 3-'--2.1!.----- 1 (TOTAL 12.500` (EFFECTIVE - I I e 1/4•-- 2.250' �` � � I--t.350- >•-t.31St1'--i.390'-•1 •SW" 1 j I LOTS• I 2.500- HEMMED 3.5.075' Typ• /!� ` 2,657• 0.0.T8- YN. 1HRGL 00' a2� t . CALVANIM STEEL EDGE t i 2.OW- 10�. N TYPASM A-R3 ..�R}2 • Z?A4` I N EDGE\ 1.T m 60 MINIMUM 0-60. G4Y. j ` € , Sex N 5 R r23" j +�, .......... _. _ _ __'^'AIL A- - -1.3LJD• 1A O- f .•a " ----•6,25D` .25D � ��•^^-2.470"^N ( STORM PANEL REVERSED "h" TRACK (1) REVERSED eU" TRACK a PANEL'S END LI' W/ "OWED ow. - .7NSO•..250' .125' may_ .1.25' zsD' HELIM �a ! 2 00D" ISOMETRIC vlEw DETAIL A x.dao" ROUNDED CORNER O ENDS OF PANEL'S ; END UP W/ HEMMED EDGE..75t0' �l ' (N.T.S) t (Tyl7•)«....................._.._.__.5` Max...,_._.v......._._.�,-; ,125' "w-AAYoiLea LMER luJ 2rx5",(IM ax. ALUM, ANGLE I 1 4 -�L-.125' 6061-T6 Num. N10Y p 73e ass ITm.) L - ' ND.44187 #qFLORIDA BUILDING CODE HI h Velocity Hurricane Zone i-•-3" Mox.--N �.7 y1•,JfATE OF = ems' n ' m 20 GAGE GALVANIZED STEEL STORM PANEL FP.Dwok , 7 3ex3"UM. ANGLE 8 '''` S.Si - GLOBAL PROTECTION PRODUCTS, U.C. 0 -(Max)(Ma A) L�-Ali_ VIAL _ iL C Q eNc. 11 LONG y. NIH,NN A'"� 4e0p S.W bt BREET $063- 75 ANum. ALLOY / we"r`,',Trm` jW'"mei to a .":� 'Do `ni_� "4 ° �A»�4 P�t {I+'41NW-e717 20-176 P:E -2 , rat WA.r ,RrrM DWPNON Wutm ARcam, .I JR. NiI P.E M7 t . ANEEY RR LW 2e : 3'/24 (SEE NOTE 2 wam t,4x, "t V/24 4,/2 4 w/ OR W/o -1 Fe ER ',� SalnuLE�o (SEE WINE 2 KUDW) (e, E 11 t PINEAL ( NNw fio X L' �!D1P I I I I I I I i I I I 1 1 1 I i l I l 1 ENO 2m b 4 eaow 40 X 'L' 3.� l SFE NOTE 4 BfA9W,,.,_�.,./' iSFE NOTE 3 3• i Hex L•i SCtEDLAEDN25; FtlRtEOODSGEYI: 1Fox 1' Ma. j__ NmE 3 OR ©w/ We wJOC6jE sEclnHs at SMUTYPICAL ELEVATION FOR SER =9 E-Z HANG STORM PANEL (D SYSTEM Ti6 19�F1Dw 'r LAST PAN0. TO INSTALLED AT EAGt dPENPK ALWAYS 9E PpdAOE'D w/ REM HANDLE 10 FACR,ITATE NNsrxuTlDN I INTENDED TO BE INSTALLED FROM LGIe - Y RODE OF STRUCTURE iNax, GAP 1/4' IMx OAP SSCTION A -A NC3TFC (t).FINTRDN. (}.E_5ERI6 2WL6. E - 2 HANG ,SiDRM PANEL. 6YSTEM CONSISTING OF PANEL + ContTRACKS TOP & BOTTOM, )•SHWdPANE 0E PROVIDED ASHALL ALWAYS T T9 dFE"sDCH PANELSCTEDID . DM TRACK OTHERWISE A STOP am (3). IF END PANELS ARE CONNECTED TO BOTTOM 7N1iLk, CO�NNECTI/ON SWILWANG NUT OF L CONSIST OF 1 4" TAP BOTIDN TRACNf/6"MN3 TIiN FASiENERSt MAYBE AT EITHER BREW EXTERIOR FIAT FLANGES GF END PANEL. (4), IN CASE TINT ENO PANELS ME NOT CONNECTED TO BOTTOM FRACI( Q... A STOP BAR IS ONLY USED ATTO At LEAS; TWO PANELS SHILBE L CONNECTED TO BOTTOM TRACT( USING SPECS INWChON NOTE E3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS 70 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (5)� SEE SECTION 1', 3' k 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. _..•...... PROVIDED 0 'e7,�i��lneilWliti�9`rEr_Wa•WwUws���RL ' ttlttl tlllil�ttlt��titltlltlllllllli�tttl ( } PM+LLJ D NR PA E� SEEN NOTE SEE NOtE 3, 4 9F19W 4 � SEE � � , i S^ 40 :C L. _ 1 tAETLAfa41E LOGTpdI �W It 1/Y , iJYs AT END PANELS) PAHEL41 15' e LAST PAIIEi� TO BEeiSML1ETT AT EACHOPQWG ALWAYS BTYPICAL ELEVATION FOR E RFM HANDLE TO FACILITATER I RtiElroEo TD SE INSTALLED I. - WSW OF smuctuW. 9cElc 3JJY• . i' �i/r wax GAP L!4• Lax. GAP'�•-- 1 SECTION e-e- SggE S/32` - 1• (f)• ..��1N OF SERIES tONIh E - 2 HALO $FORM PANEL SYSTEM CONSISTING OF PANEL + �At. TRA;445 AT TOP k PANELMATE PLUS OR 13' RANG T BOTTOM Wf PANELMATES. (2.) END PANELS SHILL ALWAYS BE CQN N ECiED TO FDD� SILL. WAli 8Y MEANS OF PANELMAITiS OL OF USED Y W iS' LOND TRACK AT BOT'TUM END PANELS SHALL 8E GONFIECtED TO WJ JS a-20x3f4 S. W[_7J$"}�IJ �" WING NUT OR L/4"e- MM. � .ALTO TAP ( AS DESCRIBED ON NOTE (i� F1THWj. (3). FOR CASES WHEN END PANELS ARE USE JLRNTLY WJ 15" LONG 'Q AT �TTOA BUT END PANELS ME NOT CONNECTED TD BOTLDM TPACK .l STOR BAR CBJ BALL BE PROVIDED AT TOP OF 9DCH PAHIELS. (4). FOR INSTALLATINPIS WHEN END PANELS AND SWAE INTER90R PANELS ARE dRECiLY MOUNTED iCt EXISTING SILL WALL MEANS OF PANiD,LATES, ONE RiR:RNOR PANEL MAY BE USED JOItiL1.YFw! TRACK �At BOTTOMO!7�ELEYATIk�l D TO WALL MITI. EDGE DIS'UNCE, TOR TH1Ns INTER1Oi PANEL USED J�LY W) OD6 NOT NEED TO � CONNECTED TO� 8f ANY tNE/INS. IPItCN( Y(} RSH4lLP�f1aM5T�ALLEb SUCH THAT ADJACEFNt PANELS LEFT $ RIGHT SIDE OF 1ATQR0 7TffIR OVERLAPS RETAINED B'! �. INSTALLATION TAPCOPOURED ! oft N mPOURED RE Cn -CD a.lxule ouxernc Ww+a1v 6 �. (Wx NWxmuLm � $ a x � Foeucr Baas 4 `.,1 _ a au1 •� , �we� \ }� q ,.x.r �•'T',A?'SLS Ns. �i � eF i� \ � ,' (3�craA, A i 4 �• 1 iY&JI aQ "- i m� u1 � t/a1-Epu3/r I � kAf'D4 V yJ 4 NdF 4tPh lAubF MBIO w. ' L� % Ma I ' f � ~ �' •�I sw: Let `�-^� H SEE SOHOJiAA I BEE SIeWNI,6 ; b 1 1 �aN SktEI 25 I 1 rh2Wif4' � EDIT � I E. I 5� �Iff�E i ,,,•• I I Mf t I 7frs-20,3 r � _ � I. ON Y1EEi 26 FOR W. F'Z'OR j10 9tA$. + D•TF1IP � � 1 1� i a'LLn ! � fyy4 I ro � Elflw 0,4n.IP 3 o.,t C�E f t � I:OIIOW'R I ""'"T / tO j. I , ✓�.' r{, r J r„/i ri,! t/awm.3fr Ws �u fHw- ,.-,..r. 4 +WyLtl/ Y,�RPi4 � IFR i } 3,1. 'V 7/6'47✓.C'# �/f, � '�' "T M.a^3 • i�Wt.��R�3Y /ay�� WRI MN 1R t fWj� �Y fat. tflY^1grSfP OD W �•.�k" .,W4V1._•.� � J' NClC, '. T�i� LAME eOurB � EOW Ea P¢ ,txTeoMt Awe FEwW7 lLYWVAE aH WIEr 1Wn 1 w 2Q abnclLa��NklpRP. WWL WM • ,r as �3.. dN0 MO TNS'T . t ..--a.a t,A aNaRWD I!'ALIa.41SI!!I� INST. _ USE Ik Li�'lil�iG PEA FLOOR TO Crju G MO NTING INST. @U1LD-OUT UNi1NG MST, SECTION i' Ci fiCALE 31e°°E SECTION 3� SECT t" SCALE 3/8-/" 8 - - f25Fia3�/r SCALE 3/B-1• SCALE 3fe-1' AMA m EEE SPEgPtAIONS #fetERaN11T5 Ice Iffi OF erR AT 1/P AS AS Nt111i111H 4 4 QaPYeL+gW® � TOT,uac.l2ta RA.T/� AT kLWn or ,NI2O OR a P •, r RBtAILAtbN fl4E ON SlRET 21 turn Fae mr�,.Imt DE sFet,ma: _ No. 44167 � FLORIDA BUILDING CODE h Yeft7cl Hurricane Zone O � � ,w STATE OF esom niLRD, NNa 40 6AGf GALVANIZED STEEL STOOP PANEL Ft. � R � PO'•, F r�fc,4 ' ORaN er: srraE: 1/r - r' Yl£k/ X 'x PROTECTION PRODUCTS, LLC. O7 fem s:TA e1 51WEET ai wq,M..RRE R JHN Pt1eA: (Rx1WIN N-nfa. FAX 1 (95t)eE-i797 20- t i6 w an r OMNRNp NEt PE: 9G� WALL AfIW5f1Jr:. PL .. 'wlRt' 2f NI m CIO Cu Co = W O U O LLJ Z z Q J SHEET N0. SH 1.2. 1 11'.':: LAI _ a u -r i. ;1 11,9101. u1 41 ii�MD113111a, INSIALLADON DETAILS FOR OPTION J2 EQ8 UFE SAFETY STORM PANEL SYSTEM IM EXISTING POURED CONCRETE 08 CONCRETE BLOCK 51RUC URES 4' TAPOON ANCHORS 4' TAPCON A00MRS 1l4' TAPCON ANCH01ffi 1 4' TAPCON ANCHONS e 9" O.C. e Y O.C. a 9' d.C. Cp�TE \ a.CONGA" -I { OR CONCRETCRtTA',; ` P84VWO CONE( -El i pp,WEy I� CONCRETE BLOCK REQu1REo S \ j .t ` TIVOUIRED j .1 1 1 1/4. Lime. I Mex. � Amx. If I ED.e I i i I f.A.e I EO.• ± I* ' II11 � i i I w �p to IS 1 Mi I i »r I r ,NQT,W i It It tg Gi.ASS Exml! I I GLe455 L _ L5 A53 1 t CLASS 1 '�I -'.'i^: .-_- rr-- a'W TALI. ��Ie'��� _ ` ir:.. I 1 ; ..-__,V _. _� �_- �� '�� •�'l,V�^i ;-, e' �1li I 11 I 3{5t' - IM e �rA' N12 Our e tub I EpIILar ' f � : E.O.e i 1 � f &D! i ' ED • i I , tj' ' r-'-----I I t/2' - , t/�4•k-2dw3J4"5,5. w w � t/z' - L7I^e�x32 4M7NCS rNwi WWI q - P-'- -"'7/e'r,13 WING NUT WASHER I i r a 12 1/2' O.C. (BEYOND) 7 e`P x 3/32' IMNO NUT i L "1 s. 3132" i L WASHER Q 11 1J2` O:C. f OUT WASHER (BEYfPPO) f 7 4 TAPWN ANCHORS L, t 4 TAPER ANCHORS i e Timm RS 1 4 TAFCON AWCl141R$ e 1i 4 1 YC. O.4 1/Y• O.C. i J +++ (STAGGERED W/ STUD) I (STAGGERED W/ STUO) I `� 4 1/2' O.C. QpUgE e 4 1/2" MC.RED. CONCRETE ONNCRi IK _,_PDURECONCRETE BLOC. "�-ORAL OCONCREtE SOCK �'pR CCOtRaiETE BtOCpi OORRREO&CU44� 4REQUIRED REWIRED REQUIRED WALL MOUNTI�ALI"N WALL MOUE INS LL gN WALL MOUNTING TION W,l:I MOUNTING INNSTAIIAnON O REGULAR PANEL O _ LIFE SAFETY PANEL I AN CkNEi O LIFE SAFETY PANEL SCALE 3/6•-1- SCALE 3/8._I. SCALE 3/5--1• - _ SCALE 3/e'-1" a�``ttiP a TIll ,•• ✓'� rs�' �GEidSF"° FLORIDA BUILDING CODE NI h Yeleclt Nu cone Zone O 1} j _ * = *9= nth. W- 20 � GALVANIZED STEEL STORM PANEL Fu, Da,, Deow BY. MR C GLOBAL. PROTECTION PRODUCTS, LLC,. Oct yOR ., F RtD y0 TALL. ANr iiaEs4 fAAi#'�SyU,� Q Nr « PIN mr-�.a�{"tn --- CAA o wlar+n (u41Ew-ga4b, FAX: (Rs4')em-Isar 20-174 y*TUNE WWI. MW. MUF,A.. P.E. ""' .Ps w, .a GNAIHO AIIacLL mi rJ;E stir to a aD FOR ANCNIORS TYPE a WAtall aP,teelc rme INSTNLArtaNs r+lD Bodo FRAME BUILDING. Ira ela+DR et+aa � # MaeMRAI ANCHOR SPACINGS AND MMONIeI Ooao.IMa 6a1 3 EDGE o1sTANCE ARE IIO#:OED ON 11HL4 �eaeWTAaa EDE'DWf EDI E.D. iESs TWA, IIIbK'ATED ON eaa,w ann.r 11Na OaD 3 SCHEDULE REGECE ANCHOR >�ACRRO M Mu.DPLVIRc aPxmO s110eN ON SW[OLRE NIflUEk a4 009E 9M1eCID fADNe IT tK fIXLOWIHO pF10RS. FOR TFIW t tfY. s OPLwATIpN To Re FdSsbLE REDUZO 11PIrCp1D oNTowep tlklli nLLT1Nt SMALL tqT 2 Be Ilse Tltw L.NIJ(M 5PAL310 IROW'ATEO FOR FALYI ANCHOR T'fPfc ON 71.5 SOH,ECULE #r DETAILS {•Q8 OPTION #2 FOR L►FE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRE]'E OR CONCRETE BLOCK STRUCTURES_ �114 TAPCON ANCHORS 14" ANCHORS I O 9. N. r ` e 9' O.C. >x�E }LLQGKI i REQUOR aLdaL-Tj i l `. I � � 1/4• I Max. L.bx. I Ep 4 I I 3 t 4 M6 FPwEW4W m � � ;rt j Ha Nn,M.OH to t i .� h r se�utt q �1 a Ass ~ R3MT r.j al t 1 Exlsnt)sw I , s 1 + ' 1 I ' i I i I ED.e y14-tD"e PAWELMATE PLUS WJ yyRED CONCRETE - 14-tdr PAnE1MFTE PINS wf '7/B`e x 3/a2" WRKi NUTWASNEa. j �/B•r x 3J32WING NUTWASHER e 6 YJ4' O.C. (BEYOND) -ORUCWKYtETE BACK �'- 0'R WNt".kE7E BLOCYCBLOCK REOtlIREO REOtIRED reLLer,ION. WALL 110UNTING INS?ARIAME BUILDING. UA7tON £CULARTION SA PANSECTION SB O REGEL O LIFE SAFETY PANEL SCALE 3J6'-1" Mtg1ELINU Sr+,t- 316•-1" No. 44167 � = FLORIDA BUILDING CODE N1 h WIR>cff Nu cone Lone * : tumo mJ2w .Na STATE � 2D GAGE GALVANIZED STEEL. STORM PANEL Nm �., GLOBAL PROTECTION PRODUCTS, I.I.C. °T�"20 y L* t9Fe. NmWb S.W. bf 51PEE1 LRJE NImNM.., MW EL Fr Eol.+al,,.t axlOUA n au, PtIOND 33374 20-174 LEAN Tan-,w, t teen -SSTs, FA%i (454i6e9-e;a7 _ ►.E 1TE CA-ROOO')F9 fn,r ver rY cka a11Rr, aWmP1: Ka wAtrat A TRLO J.,, Pa .Leer ,e w 24wAw INSTALLATION RETAILS EM SERIES 20DO AND 10Q0 E-Z HANG STORM MEL 4�1 comem MTL YLUT p 25) r/rR lf4 i SEE IIlkLT if ! '� AXt 1W TYPE k �� Tw2 MM6l1aE SPAONO FOR INSTAUATidB iftW WOOD MepARIt.At�EnR SPACeReS AND MINIMUM le. AIm1o1, aaaaw QrJ 3 3 EDGE DBTANCE LINE INdGS?ED ON 7/eS Wmn.e»ea MJ J s SCI#DULf FOR FD. tffi IILW ItMuTSD ON pr.,r,J Lbrr 81ma QY } ] # tji SCFEOIAE ISDMICE ANCiM+ YA'7NC 9Y ,Ac7WLVIIC IMAGING sIRENNI aN SaEEDIAE AGRII. Kn Q.pi El9eCQ FPDIgR BY THE P6LI.OYWIG FACTIXM:Fmt Tt15- ItPFALAjW1N ro � IRTSStBt.E R6 SprfAfm ornpRED U4k# Tr;CTOR Sxut NOT` SE LE65 THIFdf ININ9PYL SPACNB M(RFAtEO FOR EACH Ai1CIgA TlPE QR THIS SpEMAE N O LO O ?� � _O LLILI INSTA I ATION QEIAl EQB OPTION #2 FOR UEE SAMY STORM PANEL =EM INSTALLATION DETAILS EQROPTION 9 2 FOR LIFE SAFETY STORM PANEL SYSTEM GENERAL NOTES! u , IQ _ ,CAM STORM PANJE1. �„ IINTO EXISTIN WQQD STRUCTURES INTO EXISTING WOOD �U�Q,� `-' - T. E-z HANG STORM PANEL sH0'!M} ON ifp5 PRODUCT EVALUATION DOCUMENT tP:ED.) HAS BEEN YERifb'D FOR GDMPUWGE IN B.t) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAriEU1ATE FEMALE IO 8 PALFF},MATE PLUS INTO CONCRETE i C£ ( t ;. AC(X2RDANCE WITH THE 202D (TtR EDTriDN) # 3IRE FLOSDA BIRLOINC CODE BLOCK SHALL 9E 1 1 f4•, -- ' � f 9 " DES N#1 WIND LOADS SHALL BE DETERMINED As PER SECROM tB20 of THE A80VE MEM9ONED CCU£, B.a) MINIMUM EN p;1ENT OF ifb'e x 7/B' CALL -IN ANCHOitS SfiAli BE Is 7fB BTTO CONCRETE. FOR A WIND SPEED AS REOIIRED BY THE .IUR1S© TkIN WHERE THESE SHUTTERS w1LL BE INSTALLED AND. NO EMBEDMENt SAID ANY ftN15H iAATERW. SHILL BE PERIWTTED. -wpOD EF IQFR i .1 w00D w000U01 FORA 016�CTIONALITY FACiCNt 1Ed-4.85. US#N4 ASGE 7- 16 AND SHALL NOT E%CEEO THE M4xllilUM (A$.D.} 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE. LONG ENOUGH(SHOULD ANY FINISH MATERIAL QOST) TO -RE j .• ` iiq tf4"A TAPGON a 6" D.G: 1./a I TAPCGN O 6" o:C. DESIGN PRESSURE RATINGS INDICATED. ON s"mm 25 k 26, ENGAGE s{4^ INTO ANCHORS. ' I •:` '. TAPCON O 6` D.C. t/.4'ti TAPIY,7N O 6. O.C. ' :` -_ 1I4'9 TM+CON a b" O.C. ;?' 1/4'r TAPCOIi a 6" 0.C. "�""' ""W/1 1/2` A11N. TNREADEO .r °�'"'�W{1 1/ ' A9N. TlhpiEADEO IN ORDER TO VERIFY TALE ABOVE CONDITION. U041ATE DESKIN WIND LOADS DETERMINED PER A,SCE 7-15 n+aEADEo "'""'�VFf1 tJ2' YIN. THREADED W/1 7J2'.wN. THREA0Ep t .'.: "W/i 1/a" WN. THREADED / PEtA'1MtWN AT wa0C1 x* PEF4TlAETON AT WOOD SHAU BE FIRST REDUCED TO ASO. DEM WIND. LORDS BY MULTIPLYING THEM Bt D.6 IN ORDER To 8.3) 1N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS 8E FOUND THE EXISTING WALL, y I PENE1WATroN Af WOOD l p TIDAL AT WOOD J a r ,: r11 TION AT wb� • a y PENETRl7gN A7 wC00 j[ 1 f HEADER k { 1� HEADER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 , a6: ANCHORS SHALL. BE LONG DMO14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE 1 1 {HEADERJ _ : SHALL BE AS 'MENTIONED IN $.I) AND IN 8.2). LY S HE HEADER IN ORDER TO VERIFY THAT COMPONENTS AND AF KYR$ ON THIS P.ED, AS TESTED WERE NOT OVER STRESSED, A 33x INCREASE C� ") y I _ //2• 1/4' c 1 J2. 1/4' IN ALLOWABLE STRESS FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HALLS BEENHEADER t/T 1T" tf7' t/2' M p 1/4 '1 i/Y - . tfb• e lJs• I �. . t i DETERMINED IN ACCORDANCE WITH N.D.S, 201$. (C) ANCHORS SHALL BE M7ALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S C C� r ___ % 4 `I'__- i 1 Wes, ,+ I X t` 2' Y 1 /2' ?� �. 2't } -# WOW HFAOIX f i -- wtlo0 HEADER f f .`t t i STORM PANEL`S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. LL 'l La. I f 1An- T ♦ REQUIRED "` i 1 I ' I BEWARED S i t, Ir SHALL BE TH(E RESPONSIBILITY OF THE CONTRACTOR TO VERiFFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER y � ! I t THE ABOVE MENTION® CODE AS PER FENE5TFi4T7ON 7ESTIN6 tAEORATORY, LNG REPORT 2Q32. AS PRfITGG01.s TAS-20t, O I ! - TAS-202 AND TAS-203. - is TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER S1NLL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. i ' I - r t� i I ! f I i 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTS OF THE OPENING ACCESSM TIE OPENING FROM THE N C 1 1 j_J ',J :.�` /'� IJ�-t"�`'. i /T ItsiOE W/0 THE USE A LADDE{L OR 1.ffT. ?INS APPLCAtKXL 15 VAi14 WHEN IISTALIA716N IS INTENDED TO BE PERFORMED 12. THE MSTAI1.4T30F7 CONTRACTOR IS TD $Eu/CAUUc p11 SHUTTER C OT#TtT EDGES WHtgi RFMAM IN CONTINUOUS N i yY q i Zir I ! r yy 5 q y y 1Jr I ; "l.!/ j FROM llff INSIDE O' STRUCTURE. LENGTH. WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. Ck" AND SEAL SHU IV TRAM ALL MOUND FULL 3 aA � ' i I TO Hm 3. SERIES ]000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN # ALIATION IS REQUMED TO BE d +L+ CU ' PANEL LENGTH �}j+- l .tE { { ! i i 'L` ' ''` - Tom Sal x" , + SCHOXI ' i PERFORMED FROM THE INSIDE OF STRUCTURE ' (SEE NOTE t BELOW) j im 10) 1' �Nue. i PANEL LOOM DR LAW 10) ; I I I � � ON SmuY is) � H /3. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PINS ANY BUILDING AND ZONING > t >~ j(( i PAFffL. LENGTH % i (SEE NONE 1 6F1Dw) 1' Ma>L , �..� t r I REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. d +' Q E% 1 I ' PANEL LENGTH !- 5EPA1NtWN q GI+LSS i 4. SERIES 2000 INSTALLAtIX1 L4 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN fY �,_ Epp m> i I --t .- --A -... (SEE OGLE t BEI.OYI� ie> q ± ^'----�-^t e-_-_. (SEE NOTE 16ELDW) tD oo I "f,' ;t,. - i 'L` Mmc. •,T�. F .. g0lfilpA;S a I PANEL LENGTH .._J PANEL LENGTH. INSTALLATION S REWIRED T(} t PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSPEM^' 4S PJBENf PE1ppLp. _ SoeItAE I ` 1f4'r2a,t' I T'- T.Av.._._. (MALL ON aK11 fit I &s. Acs. W we SHM 101 i (5£E NOTE t BELaW) t/4•e-2rnrs• i (SEE NGTE. t BELQw) aA Sa S.S. MS. MJ� - I ; S5. MS- w - i ¢LAGS i 5.5. M,S. W H 1 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-Tfi ALLOY AND TEMPER. (UNLESS DTHEidWL4£ NOTED) IS. (0) THIS PRODUCT EVUUATION DOCUMENT (P.ED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PR(MDE � fi•1 � /B _ 7/e"r r 3f3Y i J�6"" 7 "r x 3 2• i I M11NG NUT S. AL _ 3I O5 H14 IN A SITE r.a CON P.E.D. xUT : t j 7 e x. 3/32" ( ALL ALUMINUM SHEET MET USED AT CLOSURES SHALL HAVE - ALLOY INFORMATION f SPECIFIC PROJECT• '. WHERE THE SITE CONDITIONS DEVOTE FROM THEi 6. (b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION, PURCHASE MD INSINAAHON INCLUDING LIFE SAFETY OF T 7. ALL STEEL SHEET METAL. PANELS SHALL. HAVE STRUCTURAL. QUALITY STEEL. ASTM A-B53 OWE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P,ED..PROVIDED HE/SHE DOE'S NOT DEVIATE FROM THE CONTXRONS DETAILED ON '.." DESIGNATION WJFy- 58-5 kst (AFTER ROLLED), THIS DOCUMENT. CONSTRUCTION SAFETY AT SLATE IS THE CONTRACTOR'S REtA(kH IBiIITY a { 1 PENETRATION T i q 4. ALLSCREWS TO BE STAINLESS STEEL 304 OR316 NSt SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER DIN (c) THIS PRODUCT EVALUATION OOCUMENT WILL BE CONSIDERED INVALID IFMODIFIED. C C.I f I {N{DWIOni OF PLATE I 14 i - _ $AILS W/ 50 Msi YIELD STRENGTH AND 90 W TENSILE STRENGTH k SIWI COMPLY W/ FLORIDA SUumo CODE SECTION 2411.3.3.4. >r.. + 1 y j s i I (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENC,IEFER OR ARCHITECT WHICH WILL L7 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR A51 304 SERIES STAINLESS STEEL WITH 38 Mci MINIMUM YIELD STRENGTH. BEGONE THIN NTNWNEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER 1 i 1 I ! I I ; USE OF THE P.ED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL 1 q 10, ANCHORS TO WALL SHALL ISE AS FOLLOWS: SUBMIT TO THIS LTTIM THE SITE SPECIFIC DRAWINGS FOR REVIEIC (A) IR FxIST!!yG fts0 a: {{ EO. i/4'e TAPCON ANCHORS AS MANUFACTURED 9Y I.T.W. BUILOEX, INC. (MIN. f'c-3T92 p.e.L) .i I f f ' g (a) THIS P.E.D. ",,HiAtl. BEAR THE: 1NL1E AND ORIGINAL SEAL AND SIRATURE � THE .PtR6fE5�ONN. ENGINEEN OF RECORD THAT PREPARE¢ R, • . ". 1/4-A-20x3/4.55. M.S. W/ ! - 1 / 4• e X 7 CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. MIN. Fc-3000 p...l. fj 6' COLT I �� `�--'�CDNT. f i i t 1/4-►-20x3/1'sS. MS. Wf - j14-10 PANELMATE FEMALE ID W P�MATr ( ) IS- STORM PANEL MANUFACTURE" LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN -.x3f3Y WING NUT i PLUS MNCH�S. AS MANUFACTURED BY ELCO CONSTRUCTOOF! PRODUCTS. WINO NUT T •. x 3/32' FMNO 7/e'rx3/32' WTrN IRIT ACCORDANCE WITH SECTION I7D9.9.3 FLORIDA BUILDING COIF. ONE LABfJ. STALL BE PLACED FOR EVERY OPENING. t I1 ..f6 N � WV,sIER o t2 1/Y' O.C. I [ 1 ( wASH1ER {�YDNIO) (fa-3350 p..J.) LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CAE. 7 WASHER a 12 IVIT QC. l 11 NUT w/6NER (BEYOND) N 1 i 1 I I I,, zl._ 1 4'0 TAPCON o r D.C. ,(I ! 1 4b TAPCdI a e' O.C. ( _ t s'i 1APWN O d O.C. ) 4 w t i Y MIN. TfItaHDEO { i i .�, 1].: 1..• 1 q AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PMELAUTE �� Yx4' WOW] TE , i i /B"r x 3/3Y WINO NUT g L 1 r i t w/ sru0) i Wl) E aA E 2 .a' WOOD TEt �L 1J�s z 3/3Y WING sort jj! 7 l '-1 '� 77 iWM AT tJIDW'IDTHI ( _ +-+ III I 1 9 FEMALE ID h FMfELMATE PLUS. I y I I w/3 1 MrR. iHRFiNEp • € i w/1 1 LSOL THREADED V' _T dF PLATE '-•Y- i . REQUIRED l WASHER e 8 i/4' D.C. REOtAREo t ,. ( _ WASHER a (BEYOENO) =-it PEHffTRATipHR AT Etl0W1DTH PENEiRATYiN A WDW4ITYL I ! 7 i i OF PULE OF MATE `' ' ' 1 • ' PLATE i 4' tYOW MATE ✓} `. i. ( I 1 { ;,r• i i �! A2) MINIMUM EMBEDMENT OF T/4`e X 7fB" CAUL -.IN ANCHORS SHALL !# IS 7/6" INTO. CONCRETE. NO EMBEDMENT INTO 2k4' F PLATE PATE I WOW PLATE . 15 104` O.t� WTJ1 7 6 t }jjjN Ot 6 10F^ O.DC WFTE P q$� ALIT FINISH MATERIAL $HAUL BE PERMITTED. RE�UNRED ALL YOLt � Mal l I ATiON MM. THREADED F�EHNETR%"DON � { { pMaT�MfO t10��DtlFPPUTE 7� � � ' E �1 � 4 INf,T0 ANCHORS. SIDEWALK SOLTS USED SIO L BE LONG ENDUGH(SNOULD ANY FINISH MATERNAL, MST) TO ENGAGE 3/4" HNtNNN A7 MIDWIBTHI OF PLATE WALL MOLIONG INSTALLATION E (y' nA Ti fawnALTERNATIVE 8AW SCALE 3fB-1" A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR PANEL FF SOME sfB -t WALL MdUNTING INSTAL WON N;H WAIL M �` J",N FLOOR. ANCHORS SNMi. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SNNl SCALE 3f6"mot" SCALE 3/6"-7• LAMP TI! r:^Fgy, 4y+At TI ry AN BE A5, MFNTWED IN A13 AND HI A.2). s N4. 44� i2 F S k fLORIDA BUILDING CODE Ht h Vefoclf mu cone Zone Z FLORIDA BUILDING CODE NI h Ve1oa Hunc�one on % - SCALE 3f6•=a" V`� 1GENSi , T�� �iLl£SCALE 3Y pPANEL (e} U74 + TAPCONCO ANCHORS As MANUFACTURED *' * : Tk c 1. 0WALUTNOHS ARE ONLY VALID I" BUILDINGS WITH A.S.D. DESIGN LOAM '�. � � FLORIDA€LORIDA BUILDING CODE Nf h Ve(ocN Hu Ions _ f ACTURED BY I.T.W.-I.T.W. BULDEK. INC. I s m m +65.3 -Tao Psa /wG PANEL'S LENGTH LAP To a-e. NO, $ a2m0, DO, Eva pp, NO $$I$7 § `tATEOA eX 20 GAGE GALVANIZED STEEL STORY PANEL r'P' - t/4" e X 7/B' CALK-BN ANCHORS, AS MWUFAGTURFD BY DEwuT INc. (T'n-APING p•.J,) gyp., Pt '� etlTMt°0 Na 20 I;1GE GALVANIZED STEEL STORM PANEL rP. #'s 20 GAGE GALVANIZED STEEL STORM PANEL #14-10 PANELMATE FEMALE ID AND-PANELMATE. PLUS AAX:FIOR5, AS MANUFACTURED BY ELCO CONSTRUCTION r• ORaAI tw, 2. FOR NEW WOOD MAME CDNSfPoJGnWh WOOD MEMBERS TO BE SOUTHERN 3 �•• ,--.., ft 1. 1NSTAUAWNS ARE ONLY VAUD FOR SUIDINGS WITH &SD. DES" LOADS * y� PINE NO. 2. WJ SPECIIC DENSITY OF 0.55 OR EQUAL. Z -X tM --� - _ _ ��� W TO +55-5, -72.0 PSF AND PANELS LENGTH UP TO 6•-B". S: , "x,� + pT/g/pfc PRODUCTS (Ym.2077 p.a.t.) f �,A rr %/ARM STA E `-= GLOBAL PROTECTION PRODUCTS, I.I.C.Q ATE L PROTECTION PRODUCTS, LLC, WaE - ` ,,. GLOBAL PROTECTION PRODUCTS, LLC. D,a ='�1''•. ■ILrE C O EN[. - of , --- ,Illb S.W. 61 SD�T "M 9... 57 SEEP eaf= _ IMTE l 14l C l N[. 20-174 r E .a. s.+a. w. m/w�wr Waves n ar« Nw![ tots 20-176 O 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN R T WO k BL OMtt. Fl_ A3t4 Y IL I� Wr O /MC. AMT IYaIE. n. 331t4 4rW SW. bt SHEET 2D-174 PINE NO. 2. W/ SPELYtIC ➢iyNSTiY of D.SS OR fQLML 4 flF;., QR19 ` rJx .., sa ,lu, xF,wamre.s 0. m,. nwlw (n,)4ew71,�. F.NC t0.+1�e1-a19T )5�-15sa FAc t.b4xa-e»r T61TMa i 1 II IYM AEIY wD�e n. 33114 ate. x� w. w „A vrr.,,,e4 n afa PHONE � S • • M,.r r poq w-+sm . F- , pWA at-tsN ev. , DmD o,-1w M. a , PWa at-rm F 0%)WW-M/6. FNO (.b,)ae6-e7.7 �1 S "-"0°, �c1 WO'naitu °00/ c _ c .e. w. �.. uw+sw a r' rrNa !..�� rw BOBesEc P� a nmb7ll r� rr N w.��r ar ,Parr .., aavIWIR ue: ax r. r.... rear DRA2, N. /fltil N PE !9'AtfBdlNh /471E - NIMN »TOILE WALT91 "WIN Jr•, P£ m If- . - - �fE "LUX A Jr.. P.E ea fF-Hl WAL7ER A tRMT N PE aw 13EEi » OF 2E 4f1 _ - - _ HWII m Iw YS t0 11R1 tf a 26 CQMPQNENIS FOR URR1ES 2000 & 1QQQ E Z HANG STORM PANELS (SCALE. 1/2-1") 3-'--2.1!.----- 1 (TOTAL 12.500` (EFFECTIVE - I I e 1/4•-- 2.250' �` � � I--t.350- >•-t.31St1'--i.390'-•1 •SW" 1 j I LOTS• I 2.500- HEMMED 3.5.075' Typ• /!� ` 2,657• 0.0.T8- YN. 1HRGL 00' a2� t . CALVANIM STEEL EDGE t i 2.OW- 10�. N TYPASM A-R3 ..�R}2 • Z?A4` I N EDGE\ 1.T m 60 MINIMUM 0-60. G4Y. j ` € , Sex N 5 R r23" j +�, .......... _. _ _ __'^'AIL A- - -1.3LJD• 1A O- f .•a " ----•6,25D` .25D � ��•^^-2.470"^N ( STORM PANEL REVERSED "h" TRACK (1) REVERSED eU" TRACK a PANEL'S END LI' W/ "OWED ow. - .7NSO•..250' .125' may_ .1.25' zsD' HELIM �a ! 2 00D" ISOMETRIC vlEw DETAIL A x.dao" ROUNDED CORNER O ENDS OF PANEL'S ; END UP W/ HEMMED EDGE..75t0' �l ' (N.T.S) t (Tyl7•)«....................._.._.__.5` Max...,_._.v......._._.�,-; ,125' "w-AAYoiLea LMER luJ 2rx5",(IM ax. ALUM, ANGLE I 1 4 -�L-.125' 6061-T6 Num. N10Y p 73e ass ITm.) L - ' ND.44187 #qFLORIDA BUILDING CODE HI h Velocity Hurricane Zone i-•-3" Mox.--N �.7 y1•,JfATE OF = ems' n ' m 20 GAGE GALVANIZED STEEL STORM PANEL FP.Dwok , 7 3ex3"UM. ANGLE 8 '''` S.Si - GLOBAL PROTECTION PRODUCTS, U.C. 0 -(Max)(Ma A) L�-Ali_ VIAL _ iL C Q eNc. 11 LONG y. NIH,NN A'"� 4e0p S.W bt BREET $063- 75 ANum. ALLOY / we"r`,',Trm` jW'"mei to a .":� 'Do `ni_� "4 ° �A»�4 P�t {I+'41NW-e717 20-176 P:E -2 , rat WA.r ,RrrM DWPNON Wutm ARcam, .I JR. NiI P.E M7 t . ANEEY RR LW 2e : 3'/24 (SEE NOTE 2 wam t,4x, "t V/24 4,/2 4 w/ OR W/o -1 Fe ER ',� SalnuLE�o (SEE WINE 2 KUDW) (e, E 11 t PINEAL ( NNw fio X L' �!D1P I I I I I I I i I I I 1 1 1 I i l I l 1 ENO 2m b 4 eaow 40 X 'L' 3.� l SFE NOTE 4 BfA9W,,.,_�.,./' iSFE NOTE 3 3• i Hex L•i SCtEDLAEDN25; FtlRtEOODSGEYI: 1Fox 1' Ma. j__ NmE 3 OR ©w/ We wJOC6jE sEclnHs at SMUTYPICAL ELEVATION FOR SER =9 E-Z HANG STORM PANEL (D SYSTEM Ti6 19�F1Dw 'r LAST PAN0. TO INSTALLED AT EAGt dPENPK ALWAYS 9E PpdAOE'D w/ REM HANDLE 10 FACR,ITATE NNsrxuTlDN I INTENDED TO BE INSTALLED FROM LGIe - Y RODE OF STRUCTURE iNax, GAP 1/4' IMx OAP SSCTION A -A NC3TFC (t).FINTRDN. (}.E_5ERI6 2WL6. E - 2 HANG ,SiDRM PANEL. 6YSTEM CONSISTING OF PANEL + ContTRACKS TOP & BOTTOM, )•SHWdPANE 0E PROVIDED ASHALL ALWAYS T T9 dFE"sDCH PANELSCTEDID . DM TRACK OTHERWISE A STOP am (3). IF END PANELS ARE CONNECTED TO BOTTOM 7N1iLk, CO�NNECTI/ON SWILWANG NUT OF L CONSIST OF 1 4" TAP BOTIDN TRACNf/6"MN3 TIiN FASiENERSt MAYBE AT EITHER BREW EXTERIOR FIAT FLANGES GF END PANEL. (4), IN CASE TINT ENO PANELS ME NOT CONNECTED TO BOTTOM FRACI( Q... A STOP BAR IS ONLY USED ATTO At LEAS; TWO PANELS SHILBE L CONNECTED TO BOTTOM TRACT( USING SPECS INWChON NOTE E3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS 70 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (5)� SEE SECTION 1', 3' k 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. _..•...... PROVIDED 0 'e7,�i��lneilWliti�9`rEr_Wa•WwUws���RL ' ttlttl tlllil�ttlt��titltlltlllllllli�tttl ( } PM+LLJ D NR PA E� SEEN NOTE SEE NOtE 3, 4 9F19W 4 � SEE � � , i S^ 40 :C L. _ 1 tAETLAfa41E LOGTpdI �W It 1/Y , iJYs AT END PANELS) PAHEL41 15' e LAST PAIIEi� TO BEeiSML1ETT AT EACHOPQWG ALWAYS BTYPICAL ELEVATION FOR E RFM HANDLE TO FACILITATER I RtiElroEo TD SE INSTALLED I. - WSW OF smuctuW. 9cElc 3JJY• . i' �i/r wax GAP L!4• Lax. GAP'�•-- 1 SECTION e-e- SggE S/32` - 1• (f)• ..��1N OF SERIES tONIh E - 2 HALO $FORM PANEL SYSTEM CONSISTING OF PANEL + �At. TRA;445 AT TOP k PANELMATE PLUS OR 13' RANG T BOTTOM Wf PANELMATES. (2.) END PANELS SHILL ALWAYS BE CQN N ECiED TO FDD� SILL. WAli 8Y MEANS OF PANELMAITiS OL OF USED Y W iS' LOND TRACK AT BOT'TUM END PANELS SHALL 8E GONFIECtED TO WJ JS a-20x3f4 S. W[_7J$"}�IJ �" WING NUT OR L/4"e- MM. � .ALTO TAP ( AS DESCRIBED ON NOTE (i� F1THWj. (3). FOR CASES WHEN END PANELS ARE USE JLRNTLY WJ 15" LONG 'Q AT �TTOA BUT END PANELS ME NOT CONNECTED TD BOTLDM TPACK .l STOR BAR CBJ BALL BE PROVIDED AT TOP OF 9DCH PAHIELS. (4). FOR INSTALLATINPIS WHEN END PANELS AND SWAE INTER90R PANELS ARE dRECiLY MOUNTED iCt EXISTING SILL WALL MEANS OF PANiD,LATES, ONE RiR:RNOR PANEL MAY BE USED JOItiL1.YFw! TRACK �At BOTTOMO!7�ELEYATIk�l D TO WALL MITI. EDGE DIS'UNCE, TOR TH1Ns INTER1Oi PANEL USED J�LY W) OD6 NOT NEED TO � CONNECTED TO� 8f ANY tNE/INS. IPItCN( Y(} RSH4lLP�f1aM5T�ALLEb SUCH THAT ADJACEFNt PANELS LEFT $ RIGHT SIDE OF 1ATQR0 7TffIR OVERLAPS RETAINED B'! �. INSTALLATION TAPCOPOURED ! oft N mPOURED RE Cn -CD a.lxule ouxernc Ww+a1v 6 �. (Wx NWxmuLm � $ a x � Foeucr Baas 4 `.,1 _ a au1 •� , �we� \ }� q ,.x.r �•'T',A?'SLS Ns. �i � eF i� \ � ,' (3�craA, A i 4 �• 1 iY&JI aQ "- i m� u1 � t/a1-Epu3/r I � kAf'D4 V yJ 4 NdF 4tPh lAubF MBIO w. ' L� % Ma I ' f � ~ �' •�I sw: Let `�-^� H SEE SOHOJiAA I BEE SIeWNI,6 ; b 1 1 �aN SktEI 25 I 1 rh2Wif4' � EDIT � I E. I 5� �Iff�E i ,,,•• I I Mf t I 7frs-20,3 r � _ � I. ON Y1EEi 26 FOR W. F'Z'OR j10 9tA$. + D•TF1IP � � 1 1� i a'LLn ! � fyy4 I ro � Elflw 0,4n.IP 3 o.,t C�E f t � I:OIIOW'R I ""'"T / tO j. I , ✓�.' r{, r J r„/i ri,! t/awm.3fr Ws �u fHw- ,.-,..r. 4 +WyLtl/ Y,�RPi4 � IFR i } 3,1. 'V 7/6'47✓.C'# �/f, � '�' "T M.a^3 • i�Wt.��R�3Y /ay�� WRI MN 1R t fWj� �Y fat. tflY^1grSfP OD W �•.�k" .,W4V1._•.� � J' NClC, '. T�i� LAME eOurB � EOW Ea P¢ ,txTeoMt Awe FEwW7 lLYWVAE aH WIEr 1Wn 1 w 2Q abnclLa��NklpRP. WWL WM • ,r as �3.. dN0 MO TNS'T . t ..--a.a t,A aNaRWD I!'ALIa.41SI!!I� INST. _ USE Ik Li�'lil�iG PEA FLOOR TO Crju G MO NTING INST. @U1LD-OUT UNi1NG MST, SECTION i' Ci fiCALE 31e°°E SECTION 3� SECT t" SCALE 3/8-/" 8 - - f25Fia3�/r SCALE 3/B-1• SCALE 3fe-1' AMA m EEE SPEgPtAIONS #fetERaN11T5 Ice Iffi OF erR AT 1/P AS AS Nt111i111H 4 4 QaPYeL+gW® � TOT,uac.l2ta RA.T/� AT kLWn or ,NI2O OR a P •, r RBtAILAtbN fl4E ON SlRET 21 turn Fae mr�,.Imt DE sFet,ma: _ No. 44167 � FLORIDA BUILDING CODE h Yeft7cl Hurricane Zone O � � ,w STATE OF esom niLRD, NNa 40 6AGf GALVANIZED STEEL STOOP PANEL Ft. � R � PO'•, F r�fc,4 ' ORaN er: srraE: 1/r - r' Yl£k/ X 'x PROTECTION PRODUCTS, LLC. O7 fem s:TA e1 51WEET ai wq,M..RRE R JHN Pt1eA: (Rx1WIN N-nfa. FAX 1 (95t)eE-i797 20- t i6 w an r OMNRNp NEt PE: 9G� WALL AfIW5f1Jr:. PL .. 'wlRt' 2f NI m CIO Cu Co = W O U O LLJ Z z Q J SHEET N0. SH 1.2. 1 11'.':: LAI _ a u -r i. ;1 11,9101. u1 41 ii�MD113111a, DETAILS {•Q8 OPTION #2 FOR L►FE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRE]'E OR CONCRETE BLOCK STRUCTURES_ �114 TAPCON ANCHORS 14" ANCHORS I O 9. N. r ` e 9' O.C. >x�E }LLQGKI i REQUOR aLdaL-Tj i l `. I � � 1/4• I Max. L.bx. I Ep 4 I I 3 t 4 M6 FPwEW4W m � � ;rt j Ha Nn,M.OH to t i .� h r se�utt q �1 a Ass ~ R3MT r.j al t 1 Exlsnt)sw I , s 1 + ' 1 I ' i I i I ED.e y14-tD"e PAWELMATE PLUS WJ yyRED CONCRETE - 14-tdr PAnE1MFTE PINS wf '7/B`e x 3/a2" WRKi NUTWASNEa. j �/B•r x 3J32WING NUTWASHER e 6 YJ4' O.C. (BEYOND) -ORUCWKYtETE BACK �'- 0'R WNt".kE7E BLOCYCBLOCK REOtlIREO REOtIRED reLLer,ION. WALL 110UNTING INS?ARIAME BUILDING. UA7tON £CULARTION SA PANSECTION SB O REGEL O LIFE SAFETY PANEL SCALE 3J6'-1" Mtg1ELINU Sr+,t- 316•-1" No. 44167 � = FLORIDA BUILDING CODE N1 h WIR>cff Nu cone Lone * : tumo mJ2w .Na STATE � 2D GAGE GALVANIZED STEEL. STORM PANEL Nm �., GLOBAL PROTECTION PRODUCTS, I.I.C. °T�"20 y L* t9Fe. NmWb S.W. bf 51PEE1 LRJE NImNM.., MW EL Fr Eol.+al,,.t axlOUA n au, PtIOND 33374 20-174 LEAN Tan-,w, t teen -SSTs, FA%i (454i6e9-e;a7 _ ►.E 1TE CA-ROOO')F9 fn,r ver rY cka a11Rr, aWmP1: Ka wAtrat A TRLO J.,, Pa .Leer ,e w 24wAw INSTALLATION RETAILS EM SERIES 20DO AND 10Q0 E-Z HANG STORM MEL 4�1 comem MTL YLUT p 25) r/rR lf4 i SEE IIlkLT if ! '� AXt 1W TYPE k �� Tw2 MM6l1aE SPAONO FOR INSTAUATidB iftW WOOD MepARIt.At�EnR SPACeReS AND MINIMUM le. AIm1o1, aaaaw QrJ 3 3 EDGE DBTANCE LINE INdGS?ED ON 7/eS Wmn.e»ea MJ J s SCI#DULf FOR FD. tffi IILW ItMuTSD ON pr.,r,J Lbrr 81ma QY } ] # tji SCFEOIAE ISDMICE ANCiM+ YA'7NC 9Y ,Ac7WLVIIC IMAGING sIRENNI aN SaEEDIAE AGRII. Kn Q.pi El9eCQ FPDIgR BY THE P6LI.OYWIG FACTIXM:Fmt Tt15- ItPFALAjW1N ro � IRTSStBt.E R6 SprfAfm ornpRED U4k# Tr;CTOR Sxut NOT` SE LE65 THIFdf ININ9PYL SPACNB M(RFAtEO FOR EACH Ai1CIgA TlPE QR THIS SpEMAE N O LO O ?� � _O LLILI INSTA I ATION QEIAl EQB OPTION #2 FOR UEE SAMY STORM PANEL =EM INSTALLATION DETAILS EQROPTION 9 2 FOR LIFE SAFETY STORM PANEL SYSTEM GENERAL NOTES! u , IQ _ ,CAM STORM PANJE1. �„ IINTO EXISTIN WQQD STRUCTURES INTO EXISTING WOOD �U�Q,� `-' - T. E-z HANG STORM PANEL sH0'!M} ON ifp5 PRODUCT EVALUATION DOCUMENT tP:ED.) HAS BEEN YERifb'D FOR GDMPUWGE IN B.t) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAriEU1ATE FEMALE IO 8 PALFF},MATE PLUS INTO CONCRETE i C£ ( t ;. AC(X2RDANCE WITH THE 202D (TtR EDTriDN) # 3IRE FLOSDA BIRLOINC CODE BLOCK SHALL 9E 1 1 f4•, -- ' � f 9 " DES N#1 WIND LOADS SHALL BE DETERMINED As PER SECROM tB20 of THE A80VE MEM9ONED CCU£, B.a) MINIMUM EN p;1ENT OF ifb'e x 7/B' CALL -IN ANCHOitS SfiAli BE Is 7fB BTTO CONCRETE. FOR A WIND SPEED AS REOIIRED BY THE .IUR1S© TkIN WHERE THESE SHUTTERS w1LL BE INSTALLED AND. NO EMBEDMENt SAID ANY ftN15H iAATERW. SHILL BE PERIWTTED. -wpOD EF IQFR i .1 w00D w000U01 FORA 016�CTIONALITY FACiCNt 1Ed-4.85. US#N4 ASGE 7- 16 AND SHALL NOT E%CEEO THE M4xllilUM (A$.D.} 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE. LONG ENOUGH(SHOULD ANY FINISH MATERIAL QOST) TO -RE j .• ` iiq tf4"A TAPGON a 6" D.G: 1./a I TAPCGN O 6" o:C. DESIGN PRESSURE RATINGS INDICATED. ON s"mm 25 k 26, ENGAGE s{4^ INTO ANCHORS. ' I •:` '. TAPCON O 6` D.C. t/.4'ti TAPIY,7N O 6. O.C. ' :` -_ 1I4'9 TM+CON a b" O.C. ;?' 1/4'r TAPCOIi a 6" 0.C. "�""' ""W/1 1/2` A11N. TNREADEO .r °�'"'�W{1 1/ ' A9N. TlhpiEADEO IN ORDER TO VERIFY TALE ABOVE CONDITION. U041ATE DESKIN WIND LOADS DETERMINED PER A,SCE 7-15 n+aEADEo "'""'�VFf1 tJ2' YIN. THREADED W/1 7J2'.wN. THREA0Ep t .'.: "W/i 1/a" WN. THREADED / PEtA'1MtWN AT wa0C1 x* PEF4TlAETON AT WOOD SHAU BE FIRST REDUCED TO ASO. DEM WIND. LORDS BY MULTIPLYING THEM Bt D.6 IN ORDER To 8.3) 1N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS 8E FOUND THE EXISTING WALL, y I PENE1WATroN Af WOOD l p TIDAL AT WOOD J a r ,: r11 TION AT wb� • a y PENETRl7gN A7 wC00 j[ 1 f HEADER k { 1� HEADER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 , a6: ANCHORS SHALL. BE LONG DMO14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE 1 1 {HEADERJ _ : SHALL BE AS 'MENTIONED IN $.I) AND IN 8.2). LY S HE HEADER IN ORDER TO VERIFY THAT COMPONENTS AND AF KYR$ ON THIS P.ED, AS TESTED WERE NOT OVER STRESSED, A 33x INCREASE C� ") y I _ //2• 1/4' c 1 J2. 1/4' IN ALLOWABLE STRESS FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HALLS BEENHEADER t/T 1T" tf7' t/2' M p 1/4 '1 i/Y - . tfb• e lJs• I �. . t i DETERMINED IN ACCORDANCE WITH N.D.S, 201$. (C) ANCHORS SHALL BE M7ALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S C C� r ___ % 4 `I'__- i 1 Wes, ,+ I X t` 2' Y 1 /2' ?� �. 2't } -# WOW HFAOIX f i -- wtlo0 HEADER f f .`t t i STORM PANEL`S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. LL 'l La. I f 1An- T ♦ REQUIRED "` i 1 I ' I BEWARED S i t, Ir SHALL BE TH(E RESPONSIBILITY OF THE CONTRACTOR TO VERiFFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER y � ! I t THE ABOVE MENTION® CODE AS PER FENE5TFi4T7ON 7ESTIN6 tAEORATORY, LNG REPORT 2Q32. AS PRfITGG01.s TAS-20t, O I ! - TAS-202 AND TAS-203. - is TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER S1NLL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. i ' I - r t� i I ! f I i 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTS OF THE OPENING ACCESSM TIE OPENING FROM THE N C 1 1 j_J ',J :.�` /'� IJ�-t"�`'. i /T ItsiOE W/0 THE USE A LADDE{L OR 1.ffT. ?INS APPLCAtKXL 15 VAi14 WHEN IISTALIA716N IS INTENDED TO BE PERFORMED 12. THE MSTAI1.4T30F7 CONTRACTOR IS TD $Eu/CAUUc p11 SHUTTER C OT#TtT EDGES WHtgi RFMAM IN CONTINUOUS N i yY q i Zir I ! r yy 5 q y y 1Jr I ; "l.!/ j FROM llff INSIDE O' STRUCTURE. LENGTH. WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. Ck" AND SEAL SHU IV TRAM ALL MOUND FULL 3 aA � ' i I TO Hm 3. SERIES ]000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN # ALIATION IS REQUMED TO BE d +L+ CU ' PANEL LENGTH �}j+- l .tE { { ! i i 'L` ' ''` - Tom Sal x" , + SCHOXI ' i PERFORMED FROM THE INSIDE OF STRUCTURE ' (SEE NOTE t BELOW) j im 10) 1' �Nue. i PANEL LOOM DR LAW 10) ; I I I � � ON SmuY is) � H /3. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PINS ANY BUILDING AND ZONING > t >~ j(( i PAFffL. LENGTH % i (SEE NONE 1 6F1Dw) 1' Ma>L , �..� t r I REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. d +' Q E% 1 I ' PANEL LENGTH !- 5EPA1NtWN q GI+LSS i 4. SERIES 2000 INSTALLAtIX1 L4 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN fY �,_ Epp m> i I --t .- --A -... (SEE OGLE t BEI.OYI� ie> q ± ^'----�-^t e-_-_. (SEE NOTE 16ELDW) tD oo I "f,' ;t,. - i 'L` Mmc. •,T�. F .. g0lfilpA;S a I PANEL LENGTH .._J PANEL LENGTH. INSTALLATION S REWIRED T(} t PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSPEM^' 4S PJBENf PE1ppLp. _ SoeItAE I ` 1f4'r2a,t' I T'- T.Av.._._. (MALL ON aK11 fit I &s. Acs. W we SHM 101 i (5£E NOTE t BELaW) t/4•e-2rnrs• i (SEE NGTE. t BELQw) aA Sa S.S. MS. MJ� - I ; S5. MS- w - i ¢LAGS i 5.5. M,S. W H 1 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-Tfi ALLOY AND TEMPER. (UNLESS DTHEidWL4£ NOTED) IS. (0) THIS PRODUCT EVUUATION DOCUMENT (P.ED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PR(MDE � fi•1 � /B _ 7/e"r r 3f3Y i J�6"" 7 "r x 3 2• i I M11NG NUT S. AL _ 3I O5 H14 IN A SITE r.a CON P.E.D. xUT : t j 7 e x. 3/32" ( ALL ALUMINUM SHEET MET USED AT CLOSURES SHALL HAVE - ALLOY INFORMATION f SPECIFIC PROJECT• '. WHERE THE SITE CONDITIONS DEVOTE FROM THEi 6. (b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION, PURCHASE MD INSINAAHON INCLUDING LIFE SAFETY OF T 7. ALL STEEL SHEET METAL. PANELS SHALL. HAVE STRUCTURAL. QUALITY STEEL. ASTM A-B53 OWE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P,ED..PROVIDED HE/SHE DOE'S NOT DEVIATE FROM THE CONTXRONS DETAILED ON '.." DESIGNATION WJFy- 58-5 kst (AFTER ROLLED), THIS DOCUMENT. CONSTRUCTION SAFETY AT SLATE IS THE CONTRACTOR'S REtA(kH IBiIITY a { 1 PENETRATION T i q 4. ALLSCREWS TO BE STAINLESS STEEL 304 OR316 NSt SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER DIN (c) THIS PRODUCT EVALUATION OOCUMENT WILL BE CONSIDERED INVALID IFMODIFIED. C C.I f I {N{DWIOni OF PLATE I 14 i - _ $AILS W/ 50 Msi YIELD STRENGTH AND 90 W TENSILE STRENGTH k SIWI COMPLY W/ FLORIDA SUumo CODE SECTION 2411.3.3.4. >r.. + 1 y j s i I (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENC,IEFER OR ARCHITECT WHICH WILL L7 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR A51 304 SERIES STAINLESS STEEL WITH 38 Mci MINIMUM YIELD STRENGTH. BEGONE THIN NTNWNEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER 1 i 1 I ! I I ; USE OF THE P.ED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL 1 q 10, ANCHORS TO WALL SHALL ISE AS FOLLOWS: SUBMIT TO THIS LTTIM THE SITE SPECIFIC DRAWINGS FOR REVIEIC (A) IR FxIST!!yG fts0 a: {{ EO. i/4'e TAPCON ANCHORS AS MANUFACTURED 9Y I.T.W. BUILOEX, INC. (MIN. f'c-3T92 p.e.L) .i I f f ' g (a) THIS P.E.D. ",,HiAtl. BEAR THE: 1NL1E AND ORIGINAL SEAL AND SIRATURE � THE .PtR6fE5�ONN. ENGINEEN OF RECORD THAT PREPARE¢ R, • . ". 1/4-A-20x3/4.55. M.S. W/ ! - 1 / 4• e X 7 CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. MIN. Fc-3000 p...l. fj 6' COLT I �� `�--'�CDNT. f i i t 1/4-►-20x3/1'sS. MS. Wf - j14-10 PANELMATE FEMALE ID W P�MATr ( ) IS- STORM PANEL MANUFACTURE" LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN -.x3f3Y WING NUT i PLUS MNCH�S. AS MANUFACTURED BY ELCO CONSTRUCTOOF! PRODUCTS. WINO NUT T •. x 3/32' FMNO 7/e'rx3/32' WTrN IRIT ACCORDANCE WITH SECTION I7D9.9.3 FLORIDA BUILDING COIF. ONE LABfJ. STALL BE PLACED FOR EVERY OPENING. t I1 ..f6 N � WV,sIER o t2 1/Y' O.C. I [ 1 ( wASH1ER {�YDNIO) (fa-3350 p..J.) LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CAE. 7 WASHER a 12 IVIT QC. l 11 NUT w/6NER (BEYOND) N 1 i 1 I I I,, zl._ 1 4'0 TAPCON o r D.C. ,(I ! 1 4b TAPCdI a e' O.C. ( _ t s'i 1APWN O d O.C. ) 4 w t i Y MIN. TfItaHDEO { i i .�, 1].: 1..• 1 q AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PMELAUTE �� Yx4' WOW] TE , i i /B"r x 3/3Y WINO NUT g L 1 r i t w/ sru0) i Wl) E aA E 2 .a' WOOD TEt �L 1J�s z 3/3Y WING sort jj! 7 l '-1 '� 77 iWM AT tJIDW'IDTHI ( _ +-+ III I 1 9 FEMALE ID h FMfELMATE PLUS. I y I I w/3 1 MrR. iHRFiNEp • € i w/1 1 LSOL THREADED V' _T dF PLATE '-•Y- i . REQUIRED l WASHER e 8 i/4' D.C. REOtAREo t ,. ( _ WASHER a (BEYOENO) =-it PEHffTRATipHR AT Etl0W1DTH PENEiRATYiN A WDW4ITYL I ! 7 i i OF PULE OF MATE `' ' ' 1 • ' PLATE i 4' tYOW MATE ✓} `. i. ( I 1 { ;,r• i i �! A2) MINIMUM EMBEDMENT OF T/4`e X 7fB" CAUL -.IN ANCHORS SHALL !# IS 7/6" INTO. CONCRETE. NO EMBEDMENT INTO 2k4' F PLATE PATE I WOW PLATE . 15 104` O.t� WTJ1 7 6 t }jjjN Ot 6 10F^ O.DC WFTE P q$� ALIT FINISH MATERIAL $HAUL BE PERMITTED. RE�UNRED ALL YOLt � Mal l I ATiON MM. THREADED F�EHNETR%"DON � { { pMaT�MfO t10��DtlFPPUTE 7� � � ' E �1 � 4 INf,T0 ANCHORS. SIDEWALK SOLTS USED SIO L BE LONG ENDUGH(SNOULD ANY FINISH MATERNAL, MST) TO ENGAGE 3/4" HNtNNN A7 MIDWIBTHI OF PLATE WALL MOLIONG INSTALLATION E (y' nA Ti fawnALTERNATIVE 8AW SCALE 3fB-1" A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR PANEL FF SOME sfB -t WALL MdUNTING INSTAL WON N;H WAIL M �` J",N FLOOR. ANCHORS SNMi. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SNNl SCALE 3f6"mot" SCALE 3/6"-7• LAMP TI! r:^Fgy, 4y+At TI ry AN BE A5, MFNTWED IN A13 AND HI A.2). s N4. 44� i2 F S k fLORIDA BUILDING CODE Ht h Vefoclf mu cone Zone Z FLORIDA BUILDING CODE NI h Ve1oa Hunc�one on % - SCALE 3f6•=a" V`� 1GENSi , T�� �iLl£SCALE 3Y pPANEL (e} U74 + TAPCONCO ANCHORS As MANUFACTURED *' * : Tk c 1. 0WALUTNOHS ARE ONLY VALID I" BUILDINGS WITH A.S.D. DESIGN LOAM '�. � � FLORIDA€LORIDA BUILDING CODE Nf h Ve(ocN Hu Ions _ f ACTURED BY I.T.W.-I.T.W. BULDEK. INC. I s m m +65.3 -Tao Psa /wG PANEL'S LENGTH LAP To a-e. NO, $ a2m0, DO, Eva pp, NO $$I$7 § `tATEOA eX 20 GAGE GALVANIZED STEEL STORY PANEL r'P' - t/4" e X 7/B' CALK-BN ANCHORS, AS MWUFAGTURFD BY DEwuT INc. (T'n-APING p•.J,) gyp., Pt '� etlTMt°0 Na 20 I;1GE GALVANIZED STEEL STORM PANEL rP. #'s 20 GAGE GALVANIZED STEEL STORM PANEL #14-10 PANELMATE FEMALE ID AND-PANELMATE. PLUS AAX:FIOR5, AS MANUFACTURED BY ELCO CONSTRUCTION r• ORaAI tw, 2. FOR NEW WOOD MAME CDNSfPoJGnWh WOOD MEMBERS TO BE SOUTHERN 3 �•• ,--.., ft 1. 1NSTAUAWNS ARE ONLY VAUD FOR SUIDINGS WITH &SD. DES" LOADS * y� PINE NO. 2. WJ SPECIIC DENSITY OF 0.55 OR EQUAL. Z -X tM --� - _ _ ��� W TO +55-5, -72.0 PSF AND PANELS LENGTH UP TO 6•-B". S: , "x,� + pT/g/pfc PRODUCTS (Ym.2077 p.a.t.) f �,A rr %/ARM STA E `-= GLOBAL PROTECTION PRODUCTS, I.I.C.Q ATE L PROTECTION PRODUCTS, LLC, WaE - ` ,,. GLOBAL PROTECTION PRODUCTS, LLC. D,a ='�1''•. ■ILrE C O EN[. - of , --- ,Illb S.W. 61 SD�T "M 9... 57 SEEP eaf= _ IMTE l 14l C l N[. 20-174 r E .a. s.+a. w. m/w�wr Waves n ar« Nw![ tots 20-176 O 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN R T WO k BL OMtt. Fl_ A3t4 Y IL I� Wr O /MC. AMT IYaIE. n. 331t4 4rW SW. bt SHEET 2D-174 PINE NO. 2. W/ SPELYtIC ➢iyNSTiY of D.SS OR fQLML 4 flF;., QR19 ` rJx .., sa ,lu, xF,wamre.s 0. m,. nwlw (n,)4ew71,�. F.NC t0.+1�e1-a19T )5�-15sa FAc t.b4xa-e»r T61TMa i 1 II IYM AEIY wD�e n. 33114 ate. x� w. w „A vrr.,,,e4 n afa PHONE � S • • M,.r r poq w-+sm . F- , pWA at-tsN ev. , DmD o,-1w M. a , PWa at-rm F 0%)WW-M/6. FNO (.b,)ae6-e7.7 �1 S "-"0°, �c1 WO'naitu °00/ c _ c .e. w. �.. uw+sw a r' rrNa !..�� rw BOBesEc P� a nmb7ll r� rr N w.��r ar ,Parr .., aavIWIR ue: ax r. r.... rear DRA2, N. /fltil N PE !9'AtfBdlNh /471E - NIMN »TOILE WALT91 "WIN Jr•, P£ m If- . - - �fE "LUX A Jr.. P.E ea fF-Hl WAL7ER A tRMT N PE aw 13EEi » OF 2E 4f1 _ - - _ HWII m Iw YS t0 11R1 tf a 26 CQMPQNENIS FOR URR1ES 2000 & 1QQQ E Z HANG STORM PANELS (SCALE. 1/2-1") 3-'--2.1!.----- 1 (TOTAL 12.500` (EFFECTIVE - I I e 1/4•-- 2.250' �` � � I--t.350- >•-t.31St1'--i.390'-•1 •SW" 1 j I LOTS• I 2.500- HEMMED 3.5.075' Typ• /!� ` 2,657• 0.0.T8- YN. 1HRGL 00' a2� t . CALVANIM STEEL EDGE t i 2.OW- 10�. N TYPASM A-R3 ..�R}2 • Z?A4` I N EDGE\ 1.T m 60 MINIMUM 0-60. G4Y. j ` € , Sex N 5 R r23" j +�, .......... _. _ _ __'^'AIL A- - -1.3LJD• 1A O- f .•a " ----•6,25D` .25D � ��•^^-2.470"^N ( STORM PANEL REVERSED "h" TRACK (1) REVERSED eU" TRACK a PANEL'S END LI' W/ "OWED ow. - .7NSO•..250' .125' may_ .1.25' zsD' HELIM �a ! 2 00D" ISOMETRIC vlEw DETAIL A x.dao" ROUNDED CORNER O ENDS OF PANEL'S ; END UP W/ HEMMED EDGE..75t0' �l ' (N.T.S) t (Tyl7•)«....................._.._.__.5` Max...,_._.v......._._.�,-; ,125' "w-AAYoiLea LMER luJ 2rx5",(IM ax. ALUM, ANGLE I 1 4 -�L-.125' 6061-T6 Num. N10Y p 73e ass ITm.) L - ' ND.44187 #qFLORIDA BUILDING CODE HI h Velocity Hurricane Zone i-•-3" Mox.--N �.7 y1•,JfATE OF = ems' n ' m 20 GAGE GALVANIZED STEEL STORM PANEL FP.Dwok , 7 3ex3"UM. ANGLE 8 '''` S.Si - GLOBAL PROTECTION PRODUCTS, U.C. 0 -(Max)(Ma A) L�-Ali_ VIAL _ iL C Q eNc. 11 LONG y. NIH,NN A'"� 4e0p S.W bt BREET $063- 75 ANum. ALLOY / we"r`,',Trm` jW'"mei to a .":� 'Do `ni_� "4 ° �A»�4 P�t {I+'41NW-e717 20-176 P:E -2 , rat WA.r ,RrrM DWPNON Wutm ARcam, .I JR. NiI P.E M7 t . ANEEY RR LW 2e : 3'/24 (SEE NOTE 2 wam t,4x, "t V/24 4,/2 4 w/ OR W/o -1 Fe ER ',� SalnuLE�o (SEE WINE 2 KUDW) (e, E 11 t PINEAL ( NNw fio X L' �!D1P I I I I I I I i I I I 1 1 1 I i l I l 1 ENO 2m b 4 eaow 40 X 'L' 3.� l SFE NOTE 4 BfA9W,,.,_�.,./' iSFE NOTE 3 3• i Hex L•i SCtEDLAEDN25; FtlRtEOODSGEYI: 1Fox 1' Ma. j__ NmE 3 OR ©w/ We wJOC6jE sEclnHs at SMUTYPICAL ELEVATION FOR SER =9 E-Z HANG STORM PANEL (D SYSTEM Ti6 19�F1Dw 'r LAST PAN0. TO INSTALLED AT EAGt dPENPK ALWAYS 9E PpdAOE'D w/ REM HANDLE 10 FACR,ITATE NNsrxuTlDN I INTENDED TO BE INSTALLED FROM LGIe - Y RODE OF STRUCTURE iNax, GAP 1/4' IMx OAP SSCTION A -A NC3TFC (t).FINTRDN. (}.E_5ERI6 2WL6. E - 2 HANG ,SiDRM PANEL. 6YSTEM CONSISTING OF PANEL + ContTRACKS TOP & BOTTOM, )•SHWdPANE 0E PROVIDED ASHALL ALWAYS T T9 dFE"sDCH PANELSCTEDID . DM TRACK OTHERWISE A STOP am (3). IF END PANELS ARE CONNECTED TO BOTTOM 7N1iLk, CO�NNECTI/ON SWILWANG NUT OF L CONSIST OF 1 4" TAP BOTIDN TRACNf/6"MN3 TIiN FASiENERSt MAYBE AT EITHER BREW EXTERIOR FIAT FLANGES GF END PANEL. (4), IN CASE TINT ENO PANELS ME NOT CONNECTED TO BOTTOM FRACI( Q... A STOP BAR IS ONLY USED ATTO At LEAS; TWO PANELS SHILBE L CONNECTED TO BOTTOM TRACT( USING SPECS INWChON NOTE E3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS 70 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (5)� SEE SECTION 1', 3' k 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. _..•...... PROVIDED 0 'e7,�i��lneilWliti�9`rEr_Wa•WwUws���RL ' ttlttl tlllil�ttlt��titltlltlllllllli�tttl ( } PM+LLJ D NR PA E� SEEN NOTE SEE NOtE 3, 4 9F19W 4 � SEE � � , i S^ 40 :C L. _ 1 tAETLAfa41E LOGTpdI �W It 1/Y , iJYs AT END PANELS) PAHEL41 15' e LAST PAIIEi� TO BEeiSML1ETT AT EACHOPQWG ALWAYS BTYPICAL ELEVATION FOR E RFM HANDLE TO FACILITATER I RtiElroEo TD SE INSTALLED I. - WSW OF smuctuW. 9cElc 3JJY• . i' �i/r wax GAP L!4• Lax. GAP'�•-- 1 SECTION e-e- SggE S/32` - 1• (f)• ..��1N OF SERIES tONIh E - 2 HALO $FORM PANEL SYSTEM CONSISTING OF PANEL + �At. TRA;445 AT TOP k PANELMATE PLUS OR 13' RANG T BOTTOM Wf PANELMATES. (2.) END PANELS SHILL ALWAYS BE CQN N ECiED TO FDD� SILL. WAli 8Y MEANS OF PANELMAITiS OL OF USED Y W iS' LOND TRACK AT BOT'TUM END PANELS SHALL 8E GONFIECtED TO WJ JS a-20x3f4 S. W[_7J$"}�IJ �" WING NUT OR L/4"e- MM. � .ALTO TAP ( AS DESCRIBED ON NOTE (i� F1THWj. (3). FOR CASES WHEN END PANELS ARE USE JLRNTLY WJ 15" LONG 'Q AT �TTOA BUT END PANELS ME NOT CONNECTED TD BOTLDM TPACK .l STOR BAR CBJ BALL BE PROVIDED AT TOP OF 9DCH PAHIELS. (4). FOR INSTALLATINPIS WHEN END PANELS AND SWAE INTER90R PANELS ARE dRECiLY MOUNTED iCt EXISTING SILL WALL MEANS OF PANiD,LATES, ONE RiR:RNOR PANEL MAY BE USED JOItiL1.YFw! TRACK �At BOTTOMO!7�ELEYATIk�l D TO WALL MITI. EDGE DIS'UNCE, TOR TH1Ns INTER1Oi PANEL USED J�LY W) OD6 NOT NEED TO � CONNECTED TO� 8f ANY tNE/INS. IPItCN( Y(} RSH4lLP�f1aM5T�ALLEb SUCH THAT ADJACEFNt PANELS LEFT $ RIGHT SIDE OF 1ATQR0 7TffIR OVERLAPS RETAINED B'! �. INSTALLATION TAPCOPOURED ! oft N mPOURED RE Cn -CD a.lxule ouxernc Ww+a1v 6 �. (Wx NWxmuLm � $ a x � Foeucr Baas 4 `.,1 _ a au1 •� , �we� \ }� q ,.x.r �•'T',A?'SLS Ns. �i � eF i� \ � ,' (3�craA, A i 4 �• 1 iY&JI aQ "- i m� u1 � t/a1-Epu3/r I � kAf'D4 V yJ 4 NdF 4tPh lAubF MBIO w. ' L� % Ma I ' f � ~ �' •�I sw: Let `�-^� H SEE SOHOJiAA I BEE SIeWNI,6 ; b 1 1 �aN SktEI 25 I 1 rh2Wif4' � EDIT � I E. I 5� �Iff�E i ,,,•• I I Mf t I 7frs-20,3 r � _ � I. ON Y1EEi 26 FOR W. F'Z'OR j10 9tA$. + D•TF1IP � � 1 1� i a'LLn ! � fyy4 I ro � Elflw 0,4n.IP 3 o.,t C�E f t � I:OIIOW'R I ""'"T / tO j. I , ✓�.' r{, r J r„/i ri,! t/awm.3fr Ws �u fHw- ,.-,..r. 4 +WyLtl/ Y,�RPi4 � IFR i } 3,1. 'V 7/6'47✓.C'# �/f, � '�' "T M.a^3 • i�Wt.��R�3Y /ay�� WRI MN 1R t fWj� �Y fat. tflY^1grSfP OD W �•.�k" .,W4V1._•.� � J' NClC, '. T�i� LAME eOurB � EOW Ea P¢ ,txTeoMt Awe FEwW7 lLYWVAE aH WIEr 1Wn 1 w 2Q abnclLa��NklpRP. WWL WM • ,r as �3.. dN0 MO TNS'T . t ..--a.a t,A aNaRWD I!'ALIa.41SI!!I� INST. _ USE Ik Li�'lil�iG PEA FLOOR TO Crju G MO NTING INST. @U1LD-OUT UNi1NG MST, SECTION i' Ci fiCALE 31e°°E SECTION 3� SECT t" SCALE 3/8-/" 8 - - f25Fia3�/r SCALE 3/B-1• SCALE 3fe-1' AMA m EEE SPEgPtAIONS #fetERaN11T5 Ice Iffi OF erR AT 1/P AS AS Nt111i111H 4 4 QaPYeL+gW® � TOT,uac.l2ta RA.T/� AT kLWn or ,NI2O OR a P •, r RBtAILAtbN fl4E ON SlRET 21 turn Fae mr�,.Imt DE sFet,ma: _ No. 44167 � FLORIDA BUILDING CODE h Yeft7cl Hurricane Zone O � � ,w STATE OF esom niLRD, NNa 40 6AGf GALVANIZED STEEL STOOP PANEL Ft. � R � PO'•, F r�fc,4 ' ORaN er: srraE: 1/r - r' Yl£k/ X 'x PROTECTION PRODUCTS, LLC. O7 fem s:TA e1 51WEET ai wq,M..RRE R JHN Pt1eA: (Rx1WIN N-nfa. FAX 1 (95t)eE-i797 20- t i6 w an r OMNRNp NEt PE: 9G� WALL AfIW5f1Jr:. PL .. 'wlRt' 2f NI m CIO Cu Co = W O U O LLJ Z z Q J SHEET N0. SH 1.2. 1 11'.':: LAI _ a u -r i. ;1 11,9101. u1 41 ii�MD113111a, N O LO O ?� � _O LLILI INSTA I ATION QEIAl EQB OPTION #2 FOR UEE SAMY STORM PANEL =EM INSTALLATION DETAILS EQROPTION 9 2 FOR LIFE SAFETY STORM PANEL SYSTEM GENERAL NOTES! u , IQ _ ,CAM STORM PANJE1. �„ IINTO EXISTIN WQQD STRUCTURES INTO EXISTING WOOD �U�Q,� `-' - T. E-z HANG STORM PANEL sH0'!M} ON ifp5 PRODUCT EVALUATION DOCUMENT tP:ED.) HAS BEEN YERifb'D FOR GDMPUWGE IN B.t) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAriEU1ATE FEMALE IO 8 PALFF},MATE PLUS INTO CONCRETE i C£ ( t ;. AC(X2RDANCE WITH THE 202D (TtR EDTriDN) # 3IRE FLOSDA BIRLOINC CODE BLOCK SHALL 9E 1 1 f4•, -- ' � f 9 " DES N#1 WIND LOADS SHALL BE DETERMINED As PER SECROM tB20 of THE A80VE MEM9ONED CCU£, B.a) MINIMUM EN p;1ENT OF ifb'e x 7/B' CALL -IN ANCHOitS SfiAli BE Is 7fB BTTO CONCRETE. FOR A WIND SPEED AS REOIIRED BY THE .IUR1S© TkIN WHERE THESE SHUTTERS w1LL BE INSTALLED AND. NO EMBEDMENt SAID ANY ftN15H iAATERW. SHILL BE PERIWTTED. -wpOD EF IQFR i .1 w00D w000U01 FORA 016�CTIONALITY FACiCNt 1Ed-4.85. US#N4 ASGE 7- 16 AND SHALL NOT E%CEEO THE M4xllilUM (A$.D.} 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE. LONG ENOUGH(SHOULD ANY FINISH MATERIAL QOST) TO -RE j .• ` iiq tf4"A TAPGON a 6" D.G: 1./a I TAPCGN O 6" o:C. DESIGN PRESSURE RATINGS INDICATED. ON s"mm 25 k 26, ENGAGE s{4^ INTO ANCHORS. ' I •:` '. TAPCON O 6` D.C. t/.4'ti TAPIY,7N O 6. O.C. ' :` -_ 1I4'9 TM+CON a b" O.C. ;?' 1/4'r TAPCOIi a 6" 0.C. "�""' ""W/1 1/2` A11N. TNREADEO .r °�'"'�W{1 1/ ' A9N. TlhpiEADEO IN ORDER TO VERIFY TALE ABOVE CONDITION. U041ATE DESKIN WIND LOADS DETERMINED PER A,SCE 7-15 n+aEADEo "'""'�VFf1 tJ2' YIN. THREADED W/1 7J2'.wN. THREA0Ep t .'.: "W/i 1/a" WN. THREADED / PEtA'1MtWN AT wa0C1 x* PEF4TlAETON AT WOOD SHAU BE FIRST REDUCED TO ASO. DEM WIND. LORDS BY MULTIPLYING THEM Bt D.6 IN ORDER To 8.3) 1N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS 8E FOUND THE EXISTING WALL, y I PENE1WATroN Af WOOD l p TIDAL AT WOOD J a r ,: r11 TION AT wb� • a y PENETRl7gN A7 wC00 j[ 1 f HEADER k { 1� HEADER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 , a6: ANCHORS SHALL. BE LONG DMO14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE 1 1 {HEADERJ _ : SHALL BE AS 'MENTIONED IN $.I) AND IN 8.2). LY S HE HEADER IN ORDER TO VERIFY THAT COMPONENTS AND AF KYR$ ON THIS P.ED, AS TESTED WERE NOT OVER STRESSED, A 33x INCREASE C� ") y I _ //2• 1/4' c 1 J2. 1/4' IN ALLOWABLE STRESS FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HALLS BEENHEADER t/T 1T" tf7' t/2' M p 1/4 '1 i/Y - . tfb• e lJs• I �. . t i DETERMINED IN ACCORDANCE WITH N.D.S, 201$. (C) ANCHORS SHALL BE M7ALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S C C� r ___ % 4 `I'__- i 1 Wes, ,+ I X t` 2' Y 1 /2' ?� �. 2't } -# WOW HFAOIX f i -- wtlo0 HEADER f f .`t t i STORM PANEL`S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. LL 'l La. I f 1An- T ♦ REQUIRED "` i 1 I ' I BEWARED S i t, Ir SHALL BE TH(E RESPONSIBILITY OF THE CONTRACTOR TO VERiFFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER y � ! I t THE ABOVE MENTION® CODE AS PER FENE5TFi4T7ON 7ESTIN6 tAEORATORY, LNG REPORT 2Q32. AS PRfITGG01.s TAS-20t, O I ! - TAS-202 AND TAS-203. - is TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER S1NLL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. i ' I - r t� i I ! f I i 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTS OF THE OPENING ACCESSM TIE OPENING FROM THE N C 1 1 j_J ',J :.�` /'� IJ�-t"�`'. i /T ItsiOE W/0 THE USE A LADDE{L OR 1.ffT. ?INS APPLCAtKXL 15 VAi14 WHEN IISTALIA716N IS INTENDED TO BE PERFORMED 12. THE MSTAI1.4T30F7 CONTRACTOR IS TD $Eu/CAUUc p11 SHUTTER C OT#TtT EDGES WHtgi RFMAM IN CONTINUOUS N i yY q i Zir I ! r yy 5 q y y 1Jr I ; "l.!/ j FROM llff INSIDE O' STRUCTURE. LENGTH. WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. Ck" AND SEAL SHU IV TRAM ALL MOUND FULL 3 aA � ' i I TO Hm 3. SERIES ]000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN # ALIATION IS REQUMED TO BE d +L+ CU ' PANEL LENGTH �}j+- l .tE { { ! i i 'L` ' ''` - Tom Sal x" , + SCHOXI ' i PERFORMED FROM THE INSIDE OF STRUCTURE ' (SEE NOTE t BELOW) j im 10) 1' �Nue. i PANEL LOOM DR LAW 10) ; I I I � � ON SmuY is) � H /3. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PINS ANY BUILDING AND ZONING > t >~ j(( i PAFffL. LENGTH % i (SEE NONE 1 6F1Dw) 1' Ma>L , �..� t r I REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. d +' Q E% 1 I ' PANEL LENGTH !- 5EPA1NtWN q GI+LSS i 4. SERIES 2000 INSTALLAtIX1 L4 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN fY �,_ Epp m> i I --t .- --A -... (SEE OGLE t BEI.OYI� ie> q ± ^'----�-^t e-_-_. (SEE NOTE 16ELDW) tD oo I "f,' ;t,. - i 'L` Mmc. •,T�. F .. g0lfilpA;S a I PANEL LENGTH .._J PANEL LENGTH. INSTALLATION S REWIRED T(} t PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSPEM^' 4S PJBENf PE1ppLp. _ SoeItAE I ` 1f4'r2a,t' I T'- T.Av.._._. (MALL ON aK11 fit I &s. Acs. W we SHM 101 i (5£E NOTE t BELaW) t/4•e-2rnrs• i (SEE NGTE. t BELQw) aA Sa S.S. MS. MJ� - I ; S5. MS- w - i ¢LAGS i 5.5. M,S. W H 1 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-Tfi ALLOY AND TEMPER. (UNLESS DTHEidWL4£ NOTED) IS. (0) THIS PRODUCT EVUUATION DOCUMENT (P.ED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PR(MDE � fi•1 � /B _ 7/e"r r 3f3Y i J�6"" 7 "r x 3 2• i I M11NG NUT S. AL _ 3I O5 H14 IN A SITE r.a CON P.E.D. xUT : t j 7 e x. 3/32" ( ALL ALUMINUM SHEET MET USED AT CLOSURES SHALL HAVE - ALLOY INFORMATION f SPECIFIC PROJECT• '. WHERE THE SITE CONDITIONS DEVOTE FROM THEi 6. (b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION, PURCHASE MD INSINAAHON INCLUDING LIFE SAFETY OF T 7. ALL STEEL SHEET METAL. PANELS SHALL. HAVE STRUCTURAL. QUALITY STEEL. ASTM A-B53 OWE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P,ED..PROVIDED HE/SHE DOE'S NOT DEVIATE FROM THE CONTXRONS DETAILED ON '.." DESIGNATION WJFy- 58-5 kst (AFTER ROLLED), THIS DOCUMENT. CONSTRUCTION SAFETY AT SLATE IS THE CONTRACTOR'S REtA(kH IBiIITY a { 1 PENETRATION T i q 4. ALLSCREWS TO BE STAINLESS STEEL 304 OR316 NSt SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER DIN (c) THIS PRODUCT EVALUATION OOCUMENT WILL BE CONSIDERED INVALID IFMODIFIED. C C.I f I {N{DWIOni OF PLATE I 14 i - _ $AILS W/ 50 Msi YIELD STRENGTH AND 90 W TENSILE STRENGTH k SIWI COMPLY W/ FLORIDA SUumo CODE SECTION 2411.3.3.4. >r.. + 1 y j s i I (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENC,IEFER OR ARCHITECT WHICH WILL L7 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR A51 304 SERIES STAINLESS STEEL WITH 38 Mci MINIMUM YIELD STRENGTH. BEGONE THIN NTNWNEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER 1 i 1 I ! I I ; USE OF THE P.ED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL 1 q 10, ANCHORS TO WALL SHALL ISE AS FOLLOWS: SUBMIT TO THIS LTTIM THE SITE SPECIFIC DRAWINGS FOR REVIEIC (A) IR FxIST!!yG fts0 a: {{ EO. i/4'e TAPCON ANCHORS AS MANUFACTURED 9Y I.T.W. BUILOEX, INC. (MIN. f'c-3T92 p.e.L) .i I f f ' g (a) THIS P.E.D. ",,HiAtl. BEAR THE: 1NL1E AND ORIGINAL SEAL AND SIRATURE � THE .PtR6fE5�ONN. ENGINEEN OF RECORD THAT PREPARE¢ R, • . ". 1/4-A-20x3/4.55. M.S. W/ ! - 1 / 4• e X 7 CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. MIN. Fc-3000 p...l. fj 6' COLT I �� `�--'�CDNT. f i i t 1/4-►-20x3/1'sS. MS. Wf - j14-10 PANELMATE FEMALE ID W P�MATr ( ) IS- STORM PANEL MANUFACTURE" LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN -.x3f3Y WING NUT i PLUS MNCH�S. AS MANUFACTURED BY ELCO CONSTRUCTOOF! PRODUCTS. WINO NUT T •. x 3/32' FMNO 7/e'rx3/32' WTrN IRIT ACCORDANCE WITH SECTION I7D9.9.3 FLORIDA BUILDING COIF. ONE LABfJ. STALL BE PLACED FOR EVERY OPENING. t I1 ..f6 N � WV,sIER o t2 1/Y' O.C. I [ 1 ( wASH1ER {�YDNIO) (fa-3350 p..J.) LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CAE. 7 WASHER a 12 IVIT QC. l 11 NUT w/6NER (BEYOND) N 1 i 1 I I I,, zl._ 1 4'0 TAPCON o r D.C. ,(I ! 1 4b TAPCdI a e' O.C. ( _ t s'i 1APWN O d O.C. ) 4 w t i Y MIN. TfItaHDEO { i i .�, 1].: 1..• 1 q AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PMELAUTE �� Yx4' WOW] TE , i i /B"r x 3/3Y WINO NUT g L 1 r i t w/ sru0) i Wl) E aA E 2 .a' WOOD TEt �L 1J�s z 3/3Y WING sort jj! 7 l '-1 '� 77 iWM AT tJIDW'IDTHI ( _ +-+ III I 1 9 FEMALE ID h FMfELMATE PLUS. I y I I w/3 1 MrR. iHRFiNEp • € i w/1 1 LSOL THREADED V' _T dF PLATE '-•Y- i . REQUIRED l WASHER e 8 i/4' D.C. REOtAREo t ,. ( _ WASHER a (BEYOENO) =-it PEHffTRATipHR AT Etl0W1DTH PENEiRATYiN A WDW4ITYL I ! 7 i i OF PULE OF MATE `' ' ' 1 • ' PLATE i 4' tYOW MATE ✓} `. i. ( I 1 { ;,r• i i �! A2) MINIMUM EMBEDMENT OF T/4`e X 7fB" CAUL -.IN ANCHORS SHALL !# IS 7/6" INTO. CONCRETE. NO EMBEDMENT INTO 2k4' F PLATE PATE I WOW PLATE . 15 104` O.t� WTJ1 7 6 t }jjjN Ot 6 10F^ O.DC WFTE P q$� ALIT FINISH MATERIAL $HAUL BE PERMITTED. RE�UNRED ALL YOLt � Mal l I ATiON MM. THREADED F�EHNETR%"DON � { { pMaT�MfO t10��DtlFPPUTE 7� � � ' E �1 � 4 INf,T0 ANCHORS. SIDEWALK SOLTS USED SIO L BE LONG ENDUGH(SNOULD ANY FINISH MATERNAL, MST) TO ENGAGE 3/4" HNtNNN A7 MIDWIBTHI OF PLATE WALL MOLIONG INSTALLATION E (y' nA Ti fawnALTERNATIVE 8AW SCALE 3fB-1" A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR PANEL FF SOME sfB -t WALL MdUNTING INSTAL WON N;H WAIL M �` J",N FLOOR. ANCHORS SNMi. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SNNl SCALE 3f6"mot" SCALE 3/6"-7• LAMP TI! r:^Fgy, 4y+At TI ry AN BE A5, MFNTWED IN A13 AND HI A.2). s N4. 44� i2 F S k fLORIDA BUILDING CODE Ht h Vefoclf mu cone Zone Z FLORIDA BUILDING CODE NI h Ve1oa Hunc�one on % - SCALE 3f6•=a" V`� 1GENSi , T�� �iLl£SCALE 3Y pPANEL (e} U74 + TAPCONCO ANCHORS As MANUFACTURED *' * : Tk c 1. 0WALUTNOHS ARE ONLY VALID I" BUILDINGS WITH A.S.D. DESIGN LOAM '�. � � FLORIDA€LORIDA BUILDING CODE Nf h Ve(ocN Hu Ions _ f ACTURED BY I.T.W.-I.T.W. BULDEK. INC. I s m m +65.3 -Tao Psa /wG PANEL'S LENGTH LAP To a-e. NO, $ a2m0, DO, Eva pp, NO $$I$7 § `tATEOA eX 20 GAGE GALVANIZED STEEL STORY PANEL r'P' - t/4" e X 7/B' CALK-BN ANCHORS, AS MWUFAGTURFD BY DEwuT INc. (T'n-APING p•.J,) gyp., Pt '� etlTMt°0 Na 20 I;1GE GALVANIZED STEEL STORM PANEL rP. #'s 20 GAGE GALVANIZED STEEL STORM PANEL #14-10 PANELMATE FEMALE ID AND-PANELMATE. PLUS AAX:FIOR5, AS MANUFACTURED BY ELCO CONSTRUCTION r• ORaAI tw, 2. FOR NEW WOOD MAME CDNSfPoJGnWh WOOD MEMBERS TO BE SOUTHERN 3 �•• ,--.., ft 1. 1NSTAUAWNS ARE ONLY VAUD FOR SUIDINGS WITH &SD. DES" LOADS * y� PINE NO. 2. WJ SPECIIC DENSITY OF 0.55 OR EQUAL. Z -X tM --� - _ _ ��� W TO +55-5, -72.0 PSF AND PANELS LENGTH UP TO 6•-B". S: , "x,� + pT/g/pfc PRODUCTS (Ym.2077 p.a.t.) f �,A rr %/ARM STA E `-= GLOBAL PROTECTION PRODUCTS, I.I.C.Q ATE L PROTECTION PRODUCTS, LLC, WaE - ` ,,. GLOBAL PROTECTION PRODUCTS, LLC. D,a ='�1''•. ■ILrE C O EN[. - of , --- ,Illb S.W. 61 SD�T "M 9... 57 SEEP eaf= _ IMTE l 14l C l N[. 20-174 r E .a. s.+a. w. m/w�wr Waves n ar« Nw![ tots 20-176 O 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN R T WO k BL OMtt. Fl_ A3t4 Y IL I� Wr O /MC. AMT IYaIE. n. 331t4 4rW SW. bt SHEET 2D-174 PINE NO. 2. W/ SPELYtIC ➢iyNSTiY of D.SS OR fQLML 4 flF;., QR19 ` rJx .., sa ,lu, xF,wamre.s 0. m,. nwlw (n,)4ew71,�. F.NC t0.+1�e1-a19T )5�-15sa FAc t.b4xa-e»r T61TMa i 1 II IYM AEIY wD�e n. 33114 ate. x� w. w „A vrr.,,,e4 n afa PHONE � S • • M,.r r poq w-+sm . F- , pWA at-tsN ev. , DmD o,-1w M. a , PWa at-rm F 0%)WW-M/6. FNO (.b,)ae6-e7.7 �1 S "-"0°, �c1 WO'naitu °00/ c _ c .e. w. �.. uw+sw a r' rrNa !..�� rw BOBesEc P� a nmb7ll r� rr N w.��r ar ,Parr .., aavIWIR ue: ax r. r.... rear DRA2, N. /fltil N PE !9'AtfBdlNh /471E - NIMN »TOILE WALT91 "WIN Jr•, P£ m If- . - - �fE "LUX A Jr.. P.E ea fF-Hl WAL7ER A tRMT N PE aw 13EEi » OF 2E 4f1 _ - - _ HWII m Iw YS t0 11R1 tf a 26 CQMPQNENIS FOR URR1ES 2000 & 1QQQ E Z HANG STORM PANELS (SCALE. 1/2-1") 3-'--2.1!.----- 1 (TOTAL 12.500` (EFFECTIVE - I I e 1/4•-- 2.250' �` � � I--t.350- >•-t.31St1'--i.390'-•1 •SW" 1 j I LOTS• I 2.500- HEMMED 3.5.075' Typ• /!� ` 2,657• 0.0.T8- YN. 1HRGL 00' a2� t . CALVANIM STEEL EDGE t i 2.OW- 10�. N TYPASM A-R3 ..�R}2 • Z?A4` I N EDGE\ 1.T m 60 MINIMUM 0-60. G4Y. j ` € , Sex N 5 R r23" j +�, .......... _. _ _ __'^'AIL A- - -1.3LJD• 1A O- f .•a " ----•6,25D` .25D � ��•^^-2.470"^N ( STORM PANEL REVERSED "h" TRACK (1) REVERSED eU" TRACK a PANEL'S END LI' W/ "OWED ow. - .7NSO•..250' .125' may_ .1.25' zsD' HELIM �a ! 2 00D" ISOMETRIC vlEw DETAIL A x.dao" ROUNDED CORNER O ENDS OF PANEL'S ; END UP W/ HEMMED EDGE..75t0' �l ' (N.T.S) t (Tyl7•)«....................._.._.__.5` Max...,_._.v......._._.�,-; ,125' "w-AAYoiLea LMER luJ 2rx5",(IM ax. ALUM, ANGLE I 1 4 -�L-.125' 6061-T6 Num. N10Y p 73e ass ITm.) L - ' ND.44187 #qFLORIDA BUILDING CODE HI h Velocity Hurricane Zone i-•-3" Mox.--N �.7 y1•,JfATE OF = ems' n ' m 20 GAGE GALVANIZED STEEL STORM PANEL FP.Dwok , 7 3ex3"UM. ANGLE 8 '''` S.Si - GLOBAL PROTECTION PRODUCTS, U.C. 0 -(Max)(Ma A) L�-Ali_ VIAL _ iL C Q eNc. 11 LONG y. NIH,NN A'"� 4e0p S.W bt BREET $063- 75 ANum. ALLOY / we"r`,',Trm` jW'"mei to a .":� 'Do `ni_� "4 ° �A»�4 P�t {I+'41NW-e717 20-176 P:E -2 , rat WA.r ,RrrM DWPNON Wutm ARcam, .I JR. NiI P.E M7 t . ANEEY RR LW 2e : 3'/24 (SEE NOTE 2 wam t,4x, "t V/24 4,/2 4 w/ OR W/o -1 Fe ER ',� SalnuLE�o (SEE WINE 2 KUDW) (e, E 11 t PINEAL ( NNw fio X L' �!D1P I I I I I I I i I I I 1 1 1 I i l I l 1 ENO 2m b 4 eaow 40 X 'L' 3.� l SFE NOTE 4 BfA9W,,.,_�.,./' iSFE NOTE 3 3• i Hex L•i SCtEDLAEDN25; FtlRtEOODSGEYI: 1Fox 1' Ma. j__ NmE 3 OR ©w/ We wJOC6jE sEclnHs at SMUTYPICAL ELEVATION FOR SER =9 E-Z HANG STORM PANEL (D SYSTEM Ti6 19�F1Dw 'r LAST PAN0. TO INSTALLED AT EAGt dPENPK ALWAYS 9E PpdAOE'D w/ REM HANDLE 10 FACR,ITATE NNsrxuTlDN I INTENDED TO BE INSTALLED FROM LGIe - Y RODE OF STRUCTURE iNax, GAP 1/4' IMx OAP SSCTION A -A NC3TFC (t).FINTRDN. (}.E_5ERI6 2WL6. E - 2 HANG ,SiDRM PANEL. 6YSTEM CONSISTING OF PANEL + ContTRACKS TOP & BOTTOM, )•SHWdPANE 0E PROVIDED ASHALL ALWAYS T T9 dFE"sDCH PANELSCTEDID . DM TRACK OTHERWISE A STOP am (3). IF END PANELS ARE CONNECTED TO BOTTOM 7N1iLk, CO�NNECTI/ON SWILWANG NUT OF L CONSIST OF 1 4" TAP BOTIDN TRACNf/6"MN3 TIiN FASiENERSt MAYBE AT EITHER BREW EXTERIOR FIAT FLANGES GF END PANEL. (4), IN CASE TINT ENO PANELS ME NOT CONNECTED TO BOTTOM FRACI( Q... A STOP BAR IS ONLY USED ATTO At LEAS; TWO PANELS SHILBE L CONNECTED TO BOTTOM TRACT( USING SPECS INWChON NOTE E3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS 70 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (5)� SEE SECTION 1', 3' k 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. _..•...... PROVIDED 0 'e7,�i��lneilWliti�9`rEr_Wa•WwUws���RL ' ttlttl tlllil�ttlt��titltlltlllllllli�tttl ( } PM+LLJ D NR PA E� SEEN NOTE SEE NOtE 3, 4 9F19W 4 � SEE � � , i S^ 40 :C L. _ 1 tAETLAfa41E LOGTpdI �W It 1/Y , iJYs AT END PANELS) PAHEL41 15' e LAST PAIIEi� TO BEeiSML1ETT AT EACHOPQWG ALWAYS BTYPICAL ELEVATION FOR E RFM HANDLE TO FACILITATER I RtiElroEo TD SE INSTALLED I. - WSW OF smuctuW. 9cElc 3JJY• . i' �i/r wax GAP L!4• Lax. GAP'�•-- 1 SECTION e-e- SggE S/32` - 1• (f)• ..��1N OF SERIES tONIh E - 2 HALO $FORM PANEL SYSTEM CONSISTING OF PANEL + �At. TRA;445 AT TOP k PANELMATE PLUS OR 13' RANG T BOTTOM Wf PANELMATES. (2.) END PANELS SHILL ALWAYS BE CQN N ECiED TO FDD� SILL. WAli 8Y MEANS OF PANELMAITiS OL OF USED Y W iS' LOND TRACK AT BOT'TUM END PANELS SHALL 8E GONFIECtED TO WJ JS a-20x3f4 S. W[_7J$"}�IJ �" WING NUT OR L/4"e- MM. � .ALTO TAP ( AS DESCRIBED ON NOTE (i� F1THWj. (3). FOR CASES WHEN END PANELS ARE USE JLRNTLY WJ 15" LONG 'Q AT �TTOA BUT END PANELS ME NOT CONNECTED TD BOTLDM TPACK .l STOR BAR CBJ BALL BE PROVIDED AT TOP OF 9DCH PAHIELS. (4). FOR INSTALLATINPIS WHEN END PANELS AND SWAE INTER90R PANELS ARE dRECiLY MOUNTED iCt EXISTING SILL WALL MEANS OF PANiD,LATES, ONE RiR:RNOR PANEL MAY BE USED JOItiL1.YFw! TRACK �At BOTTOMO!7�ELEYATIk�l D TO WALL MITI. EDGE DIS'UNCE, TOR TH1Ns INTER1Oi PANEL USED J�LY W) OD6 NOT NEED TO � CONNECTED TO� 8f ANY tNE/INS. IPItCN( Y(} RSH4lLP�f1aM5T�ALLEb SUCH THAT ADJACEFNt PANELS LEFT $ RIGHT SIDE OF 1ATQR0 7TffIR OVERLAPS RETAINED B'! �. INSTALLATION TAPCOPOURED ! oft N mPOURED RE Cn -CD a.lxule ouxernc Ww+a1v 6 �. (Wx NWxmuLm � $ a x � Foeucr Baas 4 `.,1 _ a au1 •� , �we� \ }� q ,.x.r �•'T',A?'SLS Ns. �i � eF i� \ � ,' (3�craA, A i 4 �• 1 iY&JI aQ "- i m� u1 � t/a1-Epu3/r I � kAf'D4 V yJ 4 NdF 4tPh lAubF MBIO w. ' L� % Ma I ' f � ~ �' •�I sw: Let `�-^� H SEE SOHOJiAA I BEE SIeWNI,6 ; b 1 1 �aN SktEI 25 I 1 rh2Wif4' � EDIT � I E. I 5� �Iff�E i ,,,•• I I Mf t I 7frs-20,3 r � _ � I. ON Y1EEi 26 FOR W. F'Z'OR j10 9tA$. + D•TF1IP � � 1 1� i a'LLn ! � fyy4 I ro � Elflw 0,4n.IP 3 o.,t C�E f t � I:OIIOW'R I ""'"T / tO j. I , ✓�.' r{, r J r„/i ri,! t/awm.3fr Ws �u fHw- ,.-,..r. 4 +WyLtl/ Y,�RPi4 � IFR i } 3,1. 'V 7/6'47✓.C'# �/f, � '�' "T M.a^3 • i�Wt.��R�3Y /ay�� WRI MN 1R t fWj� �Y fat. tflY^1grSfP OD W �•.�k" .,W4V1._•.� � J' NClC, '. T�i� LAME eOurB � EOW Ea P¢ ,txTeoMt Awe FEwW7 lLYWVAE aH WIEr 1Wn 1 w 2Q abnclLa��NklpRP. WWL WM • ,r as �3.. dN0 MO TNS'T . t ..--a.a t,A aNaRWD I!'ALIa.41SI!!I� INST. _ USE Ik Li�'lil�iG PEA FLOOR TO Crju G MO NTING INST. @U1LD-OUT UNi1NG MST, SECTION i' Ci fiCALE 31e°°E SECTION 3� SECT t" SCALE 3/8-/" 8 - - f25Fia3�/r SCALE 3/B-1• SCALE 3fe-1' AMA m EEE SPEgPtAIONS #fetERaN11T5 Ice Iffi OF erR AT 1/P AS AS Nt111i111H 4 4 QaPYeL+gW® � TOT,uac.l2ta RA.T/� AT kLWn or ,NI2O OR a P •, r RBtAILAtbN fl4E ON SlRET 21 turn Fae mr�,.Imt DE sFet,ma: _ No. 44167 � FLORIDA BUILDING CODE h Yeft7cl Hurricane Zone O � � ,w STATE OF esom niLRD, NNa 40 6AGf GALVANIZED STEEL STOOP PANEL Ft. � R � PO'•, F r�fc,4 ' ORaN er: srraE: 1/r - r' Yl£k/ X 'x PROTECTION PRODUCTS, LLC. O7 fem s:TA e1 51WEET ai wq,M..RRE R JHN Pt1eA: (Rx1WIN N-nfa. FAX 1 (95t)eE-i797 20- t i6 w an r OMNRNp NEt PE: 9G� WALL AfIW5f1Jr:. PL .. 'wlRt' 2f NI m CIO Cu Co = W O U O LLJ Z z Q J SHEET N0. SH 1.2. 1 11'.':: LAI _ a u -r i. ;1 11,9101. u1 41 ii�MD113111a, INSTA I ATION QEIAl EQB OPTION #2 FOR UEE SAMY STORM PANEL =EM INSTALLATION DETAILS EQROPTION 9 2 FOR LIFE SAFETY STORM PANEL SYSTEM GENERAL NOTES! u , IQ _ ,CAM STORM PANJE1. �„ IINTO EXISTIN WQQD STRUCTURES INTO EXISTING WOOD �U�Q,� `-' - T. E-z HANG STORM PANEL sH0'!M} ON ifp5 PRODUCT EVALUATION DOCUMENT tP:ED.) HAS BEEN YERifb'D FOR GDMPUWGE IN B.t) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAriEU1ATE FEMALE IO 8 PALFF},MATE PLUS INTO CONCRETE i C£ ( t ;. AC(X2RDANCE WITH THE 202D (TtR EDTriDN) # 3IRE FLOSDA BIRLOINC CODE BLOCK SHALL 9E 1 1 f4•, -- ' � f 9 " DES N#1 WIND LOADS SHALL BE DETERMINED As PER SECROM tB20 of THE A80VE MEM9ONED CCU£, B.a) MINIMUM EN p;1ENT OF ifb'e x 7/B' CALL -IN ANCHOitS SfiAli BE Is 7fB BTTO CONCRETE. FOR A WIND SPEED AS REOIIRED BY THE .IUR1S© TkIN WHERE THESE SHUTTERS w1LL BE INSTALLED AND. NO EMBEDMENt SAID ANY ftN15H iAATERW. SHILL BE PERIWTTED. -wpOD EF IQFR i .1 w00D w000U01 FORA 016�CTIONALITY FACiCNt 1Ed-4.85. US#N4 ASGE 7- 16 AND SHALL NOT E%CEEO THE M4xllilUM (A$.D.} 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE. LONG ENOUGH(SHOULD ANY FINISH MATERIAL QOST) TO -RE j .• ` iiq tf4"A TAPGON a 6" D.G: 1./a I TAPCGN O 6" o:C. DESIGN PRESSURE RATINGS INDICATED. ON s"mm 25 k 26, ENGAGE s{4^ INTO ANCHORS. ' I •:` '. TAPCON O 6` D.C. t/.4'ti TAPIY,7N O 6. O.C. ' :` -_ 1I4'9 TM+CON a b" O.C. ;?' 1/4'r TAPCOIi a 6" 0.C. "�""' ""W/1 1/2` A11N. TNREADEO .r °�'"'�W{1 1/ ' A9N. TlhpiEADEO IN ORDER TO VERIFY TALE ABOVE CONDITION. U041ATE DESKIN WIND LOADS DETERMINED PER A,SCE 7-15 n+aEADEo "'""'�VFf1 tJ2' YIN. THREADED W/1 7J2'.wN. THREA0Ep t .'.: "W/i 1/a" WN. THREADED / PEtA'1MtWN AT wa0C1 x* PEF4TlAETON AT WOOD SHAU BE FIRST REDUCED TO ASO. DEM WIND. LORDS BY MULTIPLYING THEM Bt D.6 IN ORDER To 8.3) 1N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS 8E FOUND THE EXISTING WALL, y I PENE1WATroN Af WOOD l p TIDAL AT WOOD J a r ,: r11 TION AT wb� • a y PENETRl7gN A7 wC00 j[ 1 f HEADER k { 1� HEADER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 , a6: ANCHORS SHALL. BE LONG DMO14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE 1 1 {HEADERJ _ : SHALL BE AS 'MENTIONED IN $.I) AND IN 8.2). LY S HE HEADER IN ORDER TO VERIFY THAT COMPONENTS AND AF KYR$ ON THIS P.ED, AS TESTED WERE NOT OVER STRESSED, A 33x INCREASE C� ") y I _ //2• 1/4' c 1 J2. 1/4' IN ALLOWABLE STRESS FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HALLS BEENHEADER t/T 1T" tf7' t/2' M p 1/4 '1 i/Y - . tfb• e lJs• I �. . t i DETERMINED IN ACCORDANCE WITH N.D.S, 201$. (C) ANCHORS SHALL BE M7ALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S C C� r ___ % 4 `I'__- i 1 Wes, ,+ I X t` 2' Y 1 /2' ?� �. 2't } -# WOW HFAOIX f i -- wtlo0 HEADER f f .`t t i STORM PANEL`S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER. LL 'l La. I f 1An- T ♦ REQUIRED "` i 1 I ' I BEWARED S i t, Ir SHALL BE TH(E RESPONSIBILITY OF THE CONTRACTOR TO VERiFFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER y � ! I t THE ABOVE MENTION® CODE AS PER FENE5TFi4T7ON 7ESTIN6 tAEORATORY, LNG REPORT 2Q32. AS PRfITGG01.s TAS-20t, O I ! - TAS-202 AND TAS-203. - is TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER S1NLL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. i ' I - r t� i I ! f I i 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTS OF THE OPENING ACCESSM TIE OPENING FROM THE N C 1 1 j_J ',J :.�` /'� IJ�-t"�`'. i /T ItsiOE W/0 THE USE A LADDE{L OR 1.ffT. ?INS APPLCAtKXL 15 VAi14 WHEN IISTALIA716N IS INTENDED TO BE PERFORMED 12. THE MSTAI1.4T30F7 CONTRACTOR IS TD $Eu/CAUUc p11 SHUTTER C OT#TtT EDGES WHtgi RFMAM IN CONTINUOUS N i yY q i Zir I ! r yy 5 q y y 1Jr I ; "l.!/ j FROM llff INSIDE O' STRUCTURE. LENGTH. WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. Ck" AND SEAL SHU IV TRAM ALL MOUND FULL 3 aA � ' i I TO Hm 3. SERIES ]000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN # ALIATION IS REQUMED TO BE d +L+ CU ' PANEL LENGTH �}j+- l .tE { { ! i i 'L` ' ''` - Tom Sal x" , + SCHOXI ' i PERFORMED FROM THE INSIDE OF STRUCTURE ' (SEE NOTE t BELOW) j im 10) 1' �Nue. i PANEL LOOM DR LAW 10) ; I I I � � ON SmuY is) � H /3. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PINS ANY BUILDING AND ZONING > t >~ j(( i PAFffL. LENGTH % i (SEE NONE 1 6F1Dw) 1' Ma>L , �..� t r I REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. d +' Q E% 1 I ' PANEL LENGTH !- 5EPA1NtWN q GI+LSS i 4. SERIES 2000 INSTALLAtIX1 L4 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN fY �,_ Epp m> i I --t .- --A -... (SEE OGLE t BEI.OYI� ie> q ± ^'----�-^t e-_-_. (SEE NOTE 16ELDW) tD oo I "f,' ;t,. - i 'L` Mmc. •,T�. F .. g0lfilpA;S a I PANEL LENGTH .._J PANEL LENGTH. INSTALLATION S REWIRED T(} t PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSPEM^' 4S PJBENf PE1ppLp. _ SoeItAE I ` 1f4'r2a,t' I T'- T.Av.._._. (MALL ON aK11 fit I &s. Acs. W we SHM 101 i (5£E NOTE t BELaW) t/4•e-2rnrs• i (SEE NGTE. t BELQw) aA Sa S.S. MS. MJ� - I ; S5. MS- w - i ¢LAGS i 5.5. M,S. W H 1 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-Tfi ALLOY AND TEMPER. (UNLESS DTHEidWL4£ NOTED) IS. (0) THIS PRODUCT EVUUATION DOCUMENT (P.ED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PR(MDE � fi•1 � /B _ 7/e"r r 3f3Y i J�6"" 7 "r x 3 2• i I M11NG NUT S. AL _ 3I O5 H14 IN A SITE r.a CON P.E.D. xUT : t j 7 e x. 3/32" ( ALL ALUMINUM SHEET MET USED AT CLOSURES SHALL HAVE - ALLOY INFORMATION f SPECIFIC PROJECT• '. WHERE THE SITE CONDITIONS DEVOTE FROM THEi 6. (b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION, PURCHASE MD INSINAAHON INCLUDING LIFE SAFETY OF T 7. ALL STEEL SHEET METAL. PANELS SHALL. HAVE STRUCTURAL. QUALITY STEEL. ASTM A-B53 OWE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P,ED..PROVIDED HE/SHE DOE'S NOT DEVIATE FROM THE CONTXRONS DETAILED ON '.." DESIGNATION WJFy- 58-5 kst (AFTER ROLLED), THIS DOCUMENT. CONSTRUCTION SAFETY AT SLATE IS THE CONTRACTOR'S REtA(kH IBiIITY a { 1 PENETRATION T i q 4. ALLSCREWS TO BE STAINLESS STEEL 304 OR316 NSt SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER DIN (c) THIS PRODUCT EVALUATION OOCUMENT WILL BE CONSIDERED INVALID IFMODIFIED. C C.I f I {N{DWIOni OF PLATE I 14 i - _ $AILS W/ 50 Msi YIELD STRENGTH AND 90 W TENSILE STRENGTH k SIWI COMPLY W/ FLORIDA SUumo CODE SECTION 2411.3.3.4. >r.. + 1 y j s i I (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENC,IEFER OR ARCHITECT WHICH WILL L7 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR A51 304 SERIES STAINLESS STEEL WITH 38 Mci MINIMUM YIELD STRENGTH. BEGONE THIN NTNWNEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER 1 i 1 I ! I I ; USE OF THE P.ED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL 1 q 10, ANCHORS TO WALL SHALL ISE AS FOLLOWS: SUBMIT TO THIS LTTIM THE SITE SPECIFIC DRAWINGS FOR REVIEIC (A) IR FxIST!!yG fts0 a: {{ EO. i/4'e TAPCON ANCHORS AS MANUFACTURED 9Y I.T.W. BUILOEX, INC. (MIN. f'c-3T92 p.e.L) .i I f f ' g (a) THIS P.E.D. ",,HiAtl. BEAR THE: 1NL1E AND ORIGINAL SEAL AND SIRATURE � THE .PtR6fE5�ONN. ENGINEEN OF RECORD THAT PREPARE¢ R, • . ". 1/4-A-20x3/4.55. M.S. W/ ! - 1 / 4• e X 7 CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. MIN. Fc-3000 p...l. fj 6' COLT I �� `�--'�CDNT. f i i t 1/4-►-20x3/1'sS. MS. Wf - j14-10 PANELMATE FEMALE ID W P�MATr ( ) IS- STORM PANEL MANUFACTURE" LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN -.x3f3Y WING NUT i PLUS MNCH�S. AS MANUFACTURED BY ELCO CONSTRUCTOOF! PRODUCTS. WINO NUT T •. x 3/32' FMNO 7/e'rx3/32' WTrN IRIT ACCORDANCE WITH SECTION I7D9.9.3 FLORIDA BUILDING COIF. ONE LABfJ. STALL BE PLACED FOR EVERY OPENING. t I1 ..f6 N � WV,sIER o t2 1/Y' O.C. I [ 1 ( wASH1ER {�YDNIO) (fa-3350 p..J.) LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CAE. 7 WASHER a 12 IVIT QC. l 11 NUT w/6NER (BEYOND) N 1 i 1 I I I,, zl._ 1 4'0 TAPCON o r D.C. ,(I ! 1 4b TAPCdI a e' O.C. ( _ t s'i 1APWN O d O.C. ) 4 w t i Y MIN. TfItaHDEO { i i .�, 1].: 1..• 1 q AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PMELAUTE �� Yx4' WOW] TE , i i /B"r x 3/3Y WINO NUT g L 1 r i t w/ sru0) i Wl) E aA E 2 .a' WOOD TEt �L 1J�s z 3/3Y WING sort jj! 7 l '-1 '� 77 iWM AT tJIDW'IDTHI ( _ +-+ III I 1 9 FEMALE ID h FMfELMATE PLUS. I y I I w/3 1 MrR. iHRFiNEp • € i w/1 1 LSOL THREADED V' _T dF PLATE '-•Y- i . REQUIRED l WASHER e 8 i/4' D.C. REOtAREo t ,. ( _ WASHER a (BEYOENO) =-it PEHffTRATipHR AT Etl0W1DTH PENEiRATYiN A WDW4ITYL I ! 7 i i OF PULE OF MATE `' ' ' 1 • ' PLATE i 4' tYOW MATE ✓} `. i. ( I 1 { ;,r• i i �! A2) MINIMUM EMBEDMENT OF T/4`e X 7fB" CAUL -.IN ANCHORS SHALL !# IS 7/6" INTO. CONCRETE. NO EMBEDMENT INTO 2k4' F PLATE PATE I WOW PLATE . 15 104` O.t� WTJ1 7 6 t }jjjN Ot 6 10F^ O.DC WFTE P q$� ALIT FINISH MATERIAL $HAUL BE PERMITTED. RE�UNRED ALL YOLt � Mal l I ATiON MM. THREADED F�EHNETR%"DON � { { pMaT�MfO t10��DtlFPPUTE 7� � � ' E �1 � 4 INf,T0 ANCHORS. SIDEWALK SOLTS USED SIO L BE LONG ENDUGH(SNOULD ANY FINISH MATERNAL, MST) TO ENGAGE 3/4" HNtNNN A7 MIDWIBTHI OF PLATE WALL MOLIONG INSTALLATION E (y' nA Ti fawnALTERNATIVE 8AW SCALE 3fB-1" A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR PANEL FF SOME sfB -t WALL MdUNTING INSTAL WON N;H WAIL M �` J",N FLOOR. ANCHORS SNMi. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SNNl SCALE 3f6"mot" SCALE 3/6"-7• LAMP TI! r:^Fgy, 4y+At TI ry AN BE A5, MFNTWED IN A13 AND HI A.2). s N4. 44� i2 F S k fLORIDA BUILDING CODE Ht h Vefoclf mu cone Zone Z FLORIDA BUILDING CODE NI h Ve1oa Hunc�one on % - SCALE 3f6•=a" V`� 1GENSi , T�� �iLl£SCALE 3Y pPANEL (e} U74 + TAPCONCO ANCHORS As MANUFACTURED *' * : Tk c 1. 0WALUTNOHS ARE ONLY VALID I" BUILDINGS WITH A.S.D. DESIGN LOAM '�. � � FLORIDA€LORIDA BUILDING CODE Nf h Ve(ocN Hu Ions _ f ACTURED BY I.T.W.-I.T.W. BULDEK. INC. I s m m +65.3 -Tao Psa /wG PANEL'S LENGTH LAP To a-e. NO, $ a2m0, DO, Eva pp, NO $$I$7 § `tATEOA eX 20 GAGE GALVANIZED STEEL STORY PANEL r'P' - t/4" e X 7/B' CALK-BN ANCHORS, AS MWUFAGTURFD BY DEwuT INc. (T'n-APING p•.J,) gyp., Pt '� etlTMt°0 Na 20 I;1GE GALVANIZED STEEL STORM PANEL rP. #'s 20 GAGE GALVANIZED STEEL STORM PANEL #14-10 PANELMATE FEMALE ID AND-PANELMATE. PLUS AAX:FIOR5, AS MANUFACTURED BY ELCO CONSTRUCTION r• ORaAI tw, 2. FOR NEW WOOD MAME CDNSfPoJGnWh WOOD MEMBERS TO BE SOUTHERN 3 �•• ,--.., ft 1. 1NSTAUAWNS ARE ONLY VAUD FOR SUIDINGS WITH &SD. DES" LOADS * y� PINE NO. 2. WJ SPECIIC DENSITY OF 0.55 OR EQUAL. Z -X tM --� - _ _ ��� W TO +55-5, -72.0 PSF AND PANELS LENGTH UP TO 6•-B". S: , "x,� + pT/g/pfc PRODUCTS (Ym.2077 p.a.t.) f �,A rr %/ARM STA E `-= GLOBAL PROTECTION PRODUCTS, I.I.C.Q ATE L PROTECTION PRODUCTS, LLC, WaE - ` ,,. GLOBAL PROTECTION PRODUCTS, LLC. D,a ='�1''•. ■ILrE C O EN[. - of , --- ,Illb S.W. 61 SD�T "M 9... 57 SEEP eaf= _ IMTE l 14l C l N[. 20-174 r E .a. s.+a. w. m/w�wr Waves n ar« Nw![ tots 20-176 O 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN R T WO k BL OMtt. Fl_ A3t4 Y IL I� Wr O /MC. AMT IYaIE. n. 331t4 4rW SW. bt SHEET 2D-174 PINE NO. 2. W/ SPELYtIC ➢iyNSTiY of D.SS OR fQLML 4 flF;., QR19 ` rJx .., sa ,lu, xF,wamre.s 0. m,. nwlw (n,)4ew71,�. F.NC t0.+1�e1-a19T )5�-15sa FAc t.b4xa-e»r T61TMa i 1 II IYM AEIY wD�e n. 33114 ate. x� w. w „A vrr.,,,e4 n afa PHONE � S • • M,.r r poq w-+sm . F- , pWA at-tsN ev. , DmD o,-1w M. a , PWa at-rm F 0%)WW-M/6. FNO (.b,)ae6-e7.7 �1 S "-"0°, �c1 WO'naitu °00/ c _ c .e. w. �.. uw+sw a r' rrNa !..�� rw BOBesEc P� a nmb7ll r� rr N w.��r ar ,Parr .., aavIWIR ue: ax r. r.... rear DRA2, N. /fltil N PE !9'AtfBdlNh /471E - NIMN »TOILE WALT91 "WIN Jr•, P£ m If- . - - �fE "LUX A Jr.. P.E ea fF-Hl WAL7ER A tRMT N PE aw 13EEi » OF 2E 4f1 _ - - _ HWII m Iw YS t0 11R1 tf a 26 CQMPQNENIS FOR URR1ES 2000 & 1QQQ E Z HANG STORM PANELS (SCALE. 1/2-1") 3-'--2.1!.----- 1 (TOTAL 12.500` (EFFECTIVE - I I e 1/4•-- 2.250' �` � � I--t.350- >•-t.31St1'--i.390'-•1 •SW" 1 j I LOTS• I 2.500- HEMMED 3.5.075' Typ• /!� ` 2,657• 0.0.T8- YN. 1HRGL 00' a2� t . CALVANIM STEEL EDGE t i 2.OW- 10�. N TYPASM A-R3 ..�R}2 • Z?A4` I N EDGE\ 1.T m 60 MINIMUM 0-60. G4Y. j ` € , Sex N 5 R r23" j +�, .......... _. _ _ __'^'AIL A- - -1.3LJD• 1A O- f .•a " ----•6,25D` .25D � ��•^^-2.470"^N ( STORM PANEL REVERSED "h" TRACK (1) REVERSED eU" TRACK a PANEL'S END LI' W/ "OWED ow. - .7NSO•..250' .125' may_ .1.25' zsD' HELIM �a ! 2 00D" ISOMETRIC vlEw DETAIL A x.dao" ROUNDED CORNER O ENDS OF PANEL'S ; END UP W/ HEMMED EDGE..75t0' �l ' (N.T.S) t (Tyl7•)«....................._.._.__.5` Max...,_._.v......._._.�,-; ,125' "w-AAYoiLea LMER luJ 2rx5",(IM ax. ALUM, ANGLE I 1 4 -�L-.125' 6061-T6 Num. N10Y p 73e ass ITm.) L - ' ND.44187 #qFLORIDA BUILDING CODE HI h Velocity Hurricane Zone i-•-3" Mox.--N �.7 y1•,JfATE OF = ems' n ' m 20 GAGE GALVANIZED STEEL STORM PANEL FP.Dwok , 7 3ex3"UM. ANGLE 8 '''` S.Si - GLOBAL PROTECTION PRODUCTS, U.C. 0 -(Max)(Ma A) L�-Ali_ VIAL _ iL C Q eNc. 11 LONG y. NIH,NN A'"� 4e0p S.W bt BREET $063- 75 ANum. ALLOY / we"r`,',Trm` jW'"mei to a .":� 'Do `ni_� "4 ° �A»�4 P�t {I+'41NW-e717 20-176 P:E -2 , rat WA.r ,RrrM DWPNON Wutm ARcam, .I JR. NiI P.E M7 t . ANEEY RR LW 2e : 3'/24 (SEE NOTE 2 wam t,4x, "t V/24 4,/2 4 w/ OR W/o -1 Fe ER ',� SalnuLE�o (SEE WINE 2 KUDW) (e, E 11 t PINEAL ( NNw fio X L' �!D1P I I I I I I I i I I I 1 1 1 I i l I l 1 ENO 2m b 4 eaow 40 X 'L' 3.� l SFE NOTE 4 BfA9W,,.,_�.,./' iSFE NOTE 3 3• i Hex L•i SCtEDLAEDN25; FtlRtEOODSGEYI: 1Fox 1' Ma. j__ NmE 3 OR ©w/ We wJOC6jE sEclnHs at SMUTYPICAL ELEVATION FOR SER =9 E-Z HANG STORM PANEL (D SYSTEM Ti6 19�F1Dw 'r LAST PAN0. TO INSTALLED AT EAGt dPENPK ALWAYS 9E PpdAOE'D w/ REM HANDLE 10 FACR,ITATE NNsrxuTlDN I INTENDED TO BE INSTALLED FROM LGIe - Y RODE OF STRUCTURE iNax, GAP 1/4' IMx OAP SSCTION A -A NC3TFC (t).FINTRDN. (}.E_5ERI6 2WL6. E - 2 HANG ,SiDRM PANEL. 6YSTEM CONSISTING OF PANEL + ContTRACKS TOP & BOTTOM, )•SHWdPANE 0E PROVIDED ASHALL ALWAYS T T9 dFE"sDCH PANELSCTEDID . DM TRACK OTHERWISE A STOP am (3). IF END PANELS ARE CONNECTED TO BOTTOM 7N1iLk, CO�NNECTI/ON SWILWANG NUT OF L CONSIST OF 1 4" TAP BOTIDN TRACNf/6"MN3 TIiN FASiENERSt MAYBE AT EITHER BREW EXTERIOR FIAT FLANGES GF END PANEL. (4), IN CASE TINT ENO PANELS ME NOT CONNECTED TO BOTTOM FRACI( Q... A STOP BAR IS ONLY USED ATTO At LEAS; TWO PANELS SHILBE L CONNECTED TO BOTTOM TRACT( USING SPECS INWChON NOTE E3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS 70 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (5)� SEE SECTION 1', 3' k 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. _..•...... PROVIDED 0 'e7,�i��lneilWliti�9`rEr_Wa•WwUws���RL ' ttlttl tlllil�ttlt��titltlltlllllllli�tttl ( } PM+LLJ D NR PA E� SEEN NOTE SEE NOtE 3, 4 9F19W 4 � SEE � � , i S^ 40 :C L. _ 1 tAETLAfa41E LOGTpdI �W It 1/Y , iJYs AT END PANELS) PAHEL41 15' e LAST PAIIEi� TO BEeiSML1ETT AT EACHOPQWG ALWAYS BTYPICAL ELEVATION FOR E RFM HANDLE TO FACILITATER I RtiElroEo TD SE INSTALLED I. - WSW OF smuctuW. 9cElc 3JJY• . i' �i/r wax GAP L!4• Lax. GAP'�•-- 1 SECTION e-e- SggE S/32` - 1• (f)• ..��1N OF SERIES tONIh E - 2 HALO $FORM PANEL SYSTEM CONSISTING OF PANEL + �At. TRA;445 AT TOP k PANELMATE PLUS OR 13' RANG T BOTTOM Wf PANELMATES. (2.) END PANELS SHILL ALWAYS BE CQN N ECiED TO FDD� SILL. WAli 8Y MEANS OF PANELMAITiS OL OF USED Y W iS' LOND TRACK AT BOT'TUM END PANELS SHALL 8E GONFIECtED TO WJ JS a-20x3f4 S. W[_7J$"}�IJ �" WING NUT OR L/4"e- MM. � .ALTO TAP ( AS DESCRIBED ON NOTE (i� F1THWj. (3). FOR CASES WHEN END PANELS ARE USE JLRNTLY WJ 15" LONG 'Q AT �TTOA BUT END PANELS ME NOT CONNECTED TD BOTLDM TPACK .l STOR BAR CBJ BALL BE PROVIDED AT TOP OF 9DCH PAHIELS. (4). FOR INSTALLATINPIS WHEN END PANELS AND SWAE INTER90R PANELS ARE dRECiLY MOUNTED iCt EXISTING SILL WALL MEANS OF PANiD,LATES, ONE RiR:RNOR PANEL MAY BE USED JOItiL1.YFw! TRACK �At BOTTOMO!7�ELEYATIk�l D TO WALL MITI. EDGE DIS'UNCE, TOR TH1Ns INTER1Oi PANEL USED J�LY W) OD6 NOT NEED TO � CONNECTED TO� 8f ANY tNE/INS. IPItCN( Y(} RSH4lLP�f1aM5T�ALLEb SUCH THAT ADJACEFNt PANELS LEFT $ RIGHT SIDE OF 1ATQR0 7TffIR OVERLAPS RETAINED B'! �. INSTALLATION TAPCOPOURED ! oft N mPOURED RE Cn -CD a.lxule ouxernc Ww+a1v 6 �. (Wx NWxmuLm � $ a x � Foeucr Baas 4 `.,1 _ a au1 •� , �we� \ }� q ,.x.r �•'T',A?'SLS Ns. �i � eF i� \ � ,' (3�craA, A i 4 �• 1 iY&JI aQ "- i m� u1 � t/a1-Epu3/r I � kAf'D4 V yJ 4 NdF 4tPh lAubF MBIO w. ' L� % Ma I ' f � ~ �' •�I sw: Let `�-^� H SEE SOHOJiAA I BEE SIeWNI,6 ; b 1 1 �aN SktEI 25 I 1 rh2Wif4' � EDIT � I E. I 5� �Iff�E i ,,,•• I I Mf t I 7frs-20,3 r � _ � I. ON Y1EEi 26 FOR W. F'Z'OR j10 9tA$. + D•TF1IP � � 1 1� i a'LLn ! � fyy4 I ro � Elflw 0,4n.IP 3 o.,t C�E f t � I:OIIOW'R I ""'"T / tO j. I , ✓�.' r{, r J r„/i ri,! t/awm.3fr Ws �u fHw- ,.-,..r. 4 +WyLtl/ Y,�RPi4 � IFR i } 3,1. 'V 7/6'47✓.C'# �/f, � '�' "T M.a^3 • i�Wt.��R�3Y /ay�� WRI MN 1R t fWj� �Y fat. tflY^1grSfP OD W �•.�k" .,W4V1._•.� � J' NClC, '. T�i� LAME eOurB � EOW Ea P¢ ,txTeoMt Awe FEwW7 lLYWVAE aH WIEr 1Wn 1 w 2Q abnclLa��NklpRP. WWL WM • ,r as �3.. dN0 MO TNS'T . t ..--a.a t,A aNaRWD I!'ALIa.41SI!!I� INST. _ USE Ik Li�'lil�iG PEA FLOOR TO Crju G MO NTING INST. @U1LD-OUT UNi1NG MST, SECTION i' Ci fiCALE 31e°°E SECTION 3� SECT t" SCALE 3/8-/" 8 - - f25Fia3�/r SCALE 3/B-1• SCALE 3fe-1' AMA m EEE SPEgPtAIONS #fetERaN11T5 Ice Iffi OF erR AT 1/P AS AS Nt111i111H 4 4 QaPYeL+gW® � TOT,uac.l2ta RA.T/� AT kLWn or ,NI2O OR a P •, r RBtAILAtbN fl4E ON SlRET 21 turn Fae mr�,.Imt DE sFet,ma: _ No. 44167 � FLORIDA BUILDING CODE h Yeft7cl Hurricane Zone O � � ,w STATE OF esom niLRD, NNa 40 6AGf GALVANIZED STEEL STOOP PANEL Ft. � R � PO'•, F r�fc,4 ' ORaN er: srraE: 1/r - r' Yl£k/ X 'x PROTECTION PRODUCTS, LLC. O7 fem s:TA e1 51WEET ai wq,M..RRE R JHN Pt1eA: (Rx1WIN N-nfa. FAX 1 (95t)eE-i797 20- t i6 w an r OMNRNp NEt PE: 9G� WALL AfIW5f1Jr:. PL .. 'wlRt' 2f NI m CIO Cu Co = W O U O LLJ Z z Q J SHEET N0. SH 1.2. 1 11'.':: LAI _ a u -r i. ;1 11,9101. u1 41 ii�MD113111a, 3'/24 (SEE NOTE 2 wam t,4x, "t V/24 4,/2 4 w/ OR W/o -1 Fe ER ',� SalnuLE�o (SEE WINE 2 KUDW) (e, E 11 t PINEAL ( NNw fio X L' �!D1P I I I I I I I i I I I 1 1 1 I i l I l 1 ENO 2m b 4 eaow 40 X 'L' 3.� l SFE NOTE 4 BfA9W,,.,_�.,./' iSFE NOTE 3 3• i Hex L•i SCtEDLAEDN25; FtlRtEOODSGEYI: 1Fox 1' Ma. j__ NmE 3 OR ©w/ We wJOC6jE sEclnHs at SMUTYPICAL ELEVATION FOR SER =9 E-Z HANG STORM PANEL (D SYSTEM Ti6 19�F1Dw 'r LAST PAN0. TO INSTALLED AT EAGt dPENPK ALWAYS 9E PpdAOE'D w/ REM HANDLE 10 FACR,ITATE NNsrxuTlDN I INTENDED TO BE INSTALLED FROM LGIe - Y RODE OF STRUCTURE iNax, GAP 1/4' IMx OAP SSCTION A -A NC3TFC (t).FINTRDN. (}.E_5ERI6 2WL6. E - 2 HANG ,SiDRM PANEL. 6YSTEM CONSISTING OF PANEL + ContTRACKS TOP & BOTTOM, )•SHWdPANE 0E PROVIDED ASHALL ALWAYS T T9 dFE"sDCH PANELSCTEDID . DM TRACK OTHERWISE A STOP am (3). IF END PANELS ARE CONNECTED TO BOTTOM 7N1iLk, CO�NNECTI/ON SWILWANG NUT OF L CONSIST OF 1 4" TAP BOTIDN TRACNf/6"MN3 TIiN FASiENERSt MAYBE AT EITHER BREW EXTERIOR FIAT FLANGES GF END PANEL. (4), IN CASE TINT ENO PANELS ME NOT CONNECTED TO BOTTOM FRACI( Q... A STOP BAR IS ONLY USED ATTO At LEAS; TWO PANELS SHILBE L CONNECTED TO BOTTOM TRACT( USING SPECS INWChON NOTE E3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS 70 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (5)� SEE SECTION 1', 3' k 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. _..•...... PROVIDED 0 'e7,�i��lneilWliti�9`rEr_Wa•WwUws���RL ' ttlttl tlllil�ttlt��titltlltlllllllli�tttl ( } PM+LLJ D NR PA E� SEEN NOTE SEE NOtE 3, 4 9F19W 4 � SEE � � , i S^ 40 :C L. _ 1 tAETLAfa41E LOGTpdI �W It 1/Y , iJYs AT END PANELS) PAHEL41 15' e LAST PAIIEi� TO BEeiSML1ETT AT EACHOPQWG ALWAYS BTYPICAL ELEVATION FOR E RFM HANDLE TO FACILITATER I RtiElroEo TD SE INSTALLED I. - WSW OF smuctuW. 9cElc 3JJY• . i' �i/r wax GAP L!4• Lax. GAP'�•-- 1 SECTION e-e- SggE S/32` - 1• (f)• ..��1N OF SERIES tONIh E - 2 HALO $FORM PANEL SYSTEM CONSISTING OF PANEL + �At. TRA;445 AT TOP k PANELMATE PLUS OR 13' RANG T BOTTOM Wf PANELMATES. (2.) END PANELS SHILL ALWAYS BE CQN N ECiED TO FDD� SILL. WAli 8Y MEANS OF PANELMAITiS OL OF USED Y W iS' LOND TRACK AT BOT'TUM END PANELS SHALL 8E GONFIECtED TO WJ JS a-20x3f4 S. W[_7J$"}�IJ �" WING NUT OR L/4"e- MM. � .ALTO TAP ( AS DESCRIBED ON NOTE (i� F1THWj. (3). FOR CASES WHEN END PANELS ARE USE JLRNTLY WJ 15" LONG 'Q AT �TTOA BUT END PANELS ME NOT CONNECTED TD BOTLDM TPACK .l STOR BAR CBJ BALL BE PROVIDED AT TOP OF 9DCH PAHIELS. (4). FOR INSTALLATINPIS WHEN END PANELS AND SWAE INTER90R PANELS ARE dRECiLY MOUNTED iCt EXISTING SILL WALL MEANS OF PANiD,LATES, ONE RiR:RNOR PANEL MAY BE USED JOItiL1.YFw! TRACK �At BOTTOMO!7�ELEYATIk�l D TO WALL MITI. EDGE DIS'UNCE, TOR TH1Ns INTER1Oi PANEL USED J�LY W) OD6 NOT NEED TO � CONNECTED TO� 8f ANY tNE/INS. IPItCN( Y(} RSH4lLP�f1aM5T�ALLEb SUCH THAT ADJACEFNt PANELS LEFT $ RIGHT SIDE OF 1ATQR0 7TffIR OVERLAPS RETAINED B'! �. INSTALLATION TAPCOPOURED ! oft N mPOURED RE Cn -CD a.lxule ouxernc Ww+a1v 6 �. (Wx NWxmuLm � $ a x � Foeucr Baas 4 `.,1 _ a au1 •� , �we� \ }� q ,.x.r �•'T',A?'SLS Ns. �i � eF i� \ � ,' (3�craA, A i 4 �• 1 iY&JI aQ "- i m� u1 � t/a1-Epu3/r I � kAf'D4 V yJ 4 NdF 4tPh lAubF MBIO w. ' L� % Ma I ' f � ~ �' •�I sw: Let `�-^� H SEE SOHOJiAA I BEE SIeWNI,6 ; b 1 1 �aN SktEI 25 I 1 rh2Wif4' � EDIT � I E. I 5� �Iff�E i ,,,•• I I Mf t I 7frs-20,3 r � _ � I. ON Y1EEi 26 FOR W. F'Z'OR j10 9tA$. + D•TF1IP � � 1 1� i a'LLn ! � fyy4 I ro � Elflw 0,4n.IP 3 o.,t C�E f t � I:OIIOW'R I ""'"T / tO j. I , ✓�.' r{, r J r„/i ri,! t/awm.3fr Ws �u fHw- ,.-,..r. 4 +WyLtl/ Y,�RPi4 � IFR i } 3,1. 'V 7/6'47✓.C'# �/f, � '�' "T M.a^3 • i�Wt.��R�3Y /ay�� WRI MN 1R t fWj� �Y fat. tflY^1grSfP OD W �•.�k" .,W4V1._•.� � J' NClC, '. T�i� LAME eOurB � EOW Ea P¢ ,txTeoMt Awe FEwW7 lLYWVAE aH WIEr 1Wn 1 w 2Q abnclLa��NklpRP. WWL WM • ,r as �3.. dN0 MO TNS'T . t ..--a.a t,A aNaRWD I!'ALIa.41SI!!I� INST. _ USE Ik Li�'lil�iG PEA FLOOR TO Crju G MO NTING INST. @U1LD-OUT UNi1NG MST, SECTION i' Ci fiCALE 31e°°E SECTION 3� SECT t" SCALE 3/8-/" 8 - - f25Fia3�/r SCALE 3/B-1• SCALE 3fe-1' AMA m EEE SPEgPtAIONS #fetERaN11T5 Ice Iffi OF erR AT 1/P AS AS Nt111i111H 4 4 QaPYeL+gW® � TOT,uac.l2ta RA.T/� AT kLWn or ,NI2O OR a P •, r RBtAILAtbN fl4E ON SlRET 21 turn Fae mr�,.Imt DE sFet,ma: _ No. 44167 � FLORIDA BUILDING CODE h Yeft7cl Hurricane Zone O � � ,w STATE OF esom niLRD, NNa 40 6AGf GALVANIZED STEEL STOOP PANEL Ft. � R � PO'•, F r�fc,4 ' ORaN er: srraE: 1/r - r' Yl£k/ X 'x PROTECTION PRODUCTS, LLC. O7 fem s:TA e1 51WEET ai wq,M..RRE R JHN Pt1eA: (Rx1WIN N-nfa. FAX 1 (95t)eE-i797 20- t i6 w an r OMNRNp NEt PE: 9G� WALL AfIW5f1Jr:. PL .. 'wlRt' 2f NI m CIO Cu Co = W O U O LLJ Z z Q J SHEET N0. SH 1.2. 1 11'.':: LAI _ a u -r i. ;1 11,9101. u1 41 ii�MD113111a, S^ 40 :C L. _ 1 tAETLAfa41E LOGTpdI �W It 1/Y , iJYs AT END PANELS) PAHEL41 15' e LAST PAIIEi� TO BEeiSML1ETT AT EACHOPQWG ALWAYS BTYPICAL ELEVATION FOR E RFM HANDLE TO FACILITATER I RtiElroEo TD SE INSTALLED I. - WSW OF smuctuW. 9cElc 3JJY• . i' �i/r wax GAP L!4• Lax. GAP'�•-- 1 SECTION e-e- SggE S/32` - 1• (f)• ..��1N OF SERIES tONIh E - 2 HALO $FORM PANEL SYSTEM CONSISTING OF PANEL + �At. TRA;445 AT TOP k PANELMATE PLUS OR 13' RANG T BOTTOM Wf PANELMATES. (2.) END PANELS SHILL ALWAYS BE CQN N ECiED TO FDD� SILL. WAli 8Y MEANS OF PANELMAITiS OL OF USED Y W iS' LOND TRACK AT BOT'TUM END PANELS SHALL 8E GONFIECtED TO WJ JS a-20x3f4 S. W[_7J$"}�IJ �" WING NUT OR L/4"e- MM. � .ALTO TAP ( AS DESCRIBED ON NOTE (i� F1THWj. (3). FOR CASES WHEN END PANELS ARE USE JLRNTLY WJ 15" LONG 'Q AT �TTOA BUT END PANELS ME NOT CONNECTED TD BOTLDM TPACK .l STOR BAR CBJ BALL BE PROVIDED AT TOP OF 9DCH PAHIELS. (4). FOR INSTALLATINPIS WHEN END PANELS AND SWAE INTER90R PANELS ARE dRECiLY MOUNTED iCt EXISTING SILL WALL MEANS OF PANiD,LATES, ONE RiR:RNOR PANEL MAY BE USED JOItiL1.YFw! TRACK �At BOTTOMO!7�ELEYATIk�l D TO WALL MITI. EDGE DIS'UNCE, TOR TH1Ns INTER1Oi PANEL USED J�LY W) OD6 NOT NEED TO � CONNECTED TO� 8f ANY tNE/INS. IPItCN( Y(} RSH4lLP�f1aM5T�ALLEb SUCH THAT ADJACEFNt PANELS LEFT $ RIGHT SIDE OF 1ATQR0 7TffIR OVERLAPS RETAINED B'! �. INSTALLATION TAPCOPOURED ! oft N mPOURED RE Cn -CD a.lxule ouxernc Ww+a1v 6 �. (Wx NWxmuLm � $ a x � Foeucr Baas 4 `.,1 _ a au1 •� , �we� \ }� q ,.x.r �•'T',A?'SLS Ns. �i � eF i� \ � ,' (3�craA, A i 4 �• 1 iY&JI aQ "- i m� u1 � t/a1-Epu3/r I � kAf'D4 V yJ 4 NdF 4tPh lAubF MBIO w. ' L� % Ma I ' f � ~ �' •�I sw: Let `�-^� H SEE SOHOJiAA I BEE SIeWNI,6 ; b 1 1 �aN SktEI 25 I 1 rh2Wif4' � EDIT � I E. I 5� �Iff�E i ,,,•• I I Mf t I 7frs-20,3 r � _ � I. ON Y1EEi 26 FOR W. F'Z'OR j10 9tA$. + D•TF1IP � � 1 1� i a'LLn ! � fyy4 I ro � Elflw 0,4n.IP 3 o.,t C�E f t � I:OIIOW'R I ""'"T / tO j. I , ✓�.' r{, r J r„/i ri,! t/awm.3fr Ws �u fHw- ,.-,..r. 4 +WyLtl/ Y,�RPi4 � IFR i } 3,1. 'V 7/6'47✓.C'# �/f, � '�' "T M.a^3 • i�Wt.��R�3Y /ay�� WRI MN 1R t fWj� �Y fat. tflY^1grSfP OD W �•.�k" .,W4V1._•.� � J' NClC, '. T�i� LAME eOurB � EOW Ea P¢ ,txTeoMt Awe FEwW7 lLYWVAE aH WIEr 1Wn 1 w 2Q abnclLa��NklpRP. WWL WM • ,r as �3.. dN0 MO TNS'T . t ..--a.a t,A aNaRWD I!'ALIa.41SI!!I� INST. _ USE Ik Li�'lil�iG PEA FLOOR TO Crju G MO NTING INST. @U1LD-OUT UNi1NG MST, SECTION i' Ci fiCALE 31e°°E SECTION 3� SECT t" SCALE 3/8-/" 8 - - f25Fia3�/r SCALE 3/B-1• SCALE 3fe-1' AMA m EEE SPEgPtAIONS #fetERaN11T5 Ice Iffi OF erR AT 1/P AS AS Nt111i111H 4 4 QaPYeL+gW® � TOT,uac.l2ta RA.T/� AT kLWn or ,NI2O OR a P •, r RBtAILAtbN fl4E ON SlRET 21 turn Fae mr�,.Imt DE sFet,ma: _ No. 44167 � FLORIDA BUILDING CODE h Yeft7cl Hurricane Zone O � � ,w STATE OF esom niLRD, NNa 40 6AGf GALVANIZED STEEL STOOP PANEL Ft. � R � PO'•, F r�fc,4 ' ORaN er: srraE: 1/r - r' Yl£k/ X 'x PROTECTION PRODUCTS, LLC. O7 fem s:TA e1 51WEET ai wq,M..RRE R JHN Pt1eA: (Rx1WIN N-nfa. FAX 1 (95t)eE-i797 20- t i6 w an r OMNRNp NEt PE: 9G� WALL AfIW5f1Jr:. PL .. 'wlRt' 2f NI m CIO Cu Co = W O U O LLJ Z z Q J SHEET N0. SH 1.2. 1 11'.':: LAI _ a u -r i. ;1 11,9101. u1 41 ii�MD113111a, W O U O LLJ Z z Q J SHEET N0. SH 1.2. 1 11'.':: LAI _ a u -r i. ;1 11,9101. u1 41 ii�MD113111a, 1 11'.':: LAI _ a u -r i. ;1 11,9101. u1 41 ii�MD113111a, p�WN10W W ASD. Linz. wNll'/ tkASD � APPLICABLE TO RATd1G Pa.t. (SFEESE C! .66.0. -75.3 70- AT LESS 2 Blir BORED s v, 21, 31. I*#. 2'W « 3'W +66.0. -73.3 70` DR LESS 2 7J8' BULLED '• 4' k 41p WJ 1 4?-.20x3la' SS. M,S & VAMONUT AT OVERLAP k 40% OF PANEL LENGTH BOTTOM OF PANEL ! •,. .7 _. h i .i r+., :H>r ,h4.,hda1 •�ih. "if H( 1�'t MAXIMLAI A.S.D. DESIGN PRESSURE RATING s.t MkWAM ANCHORS SPACING MR E 0. . 3 t/4' « APPUCAME TO SECTIONS If & ANY MN OF 111101 MAXIMUM ('AfitEt lDa1H V Dn3 TAPCONS ! SILK -IN PANEIAWTE R7AME la PANELAAtE PLUS TO CONCRETE 10 =rMTO CWAMIj10 CONCRETETD W CRM 1. TO 7E 12` N/A 12' N/A 12" N/A 12• N/A i' & 2' (TOP) 11" 3"4` 10" 3" 5" 4` 5' 4' t• ���)+ 12" 3" 12" 5" B' 8" 8" 8" 1' BOTTOM) 55.0 -75.3 N/A N/A N/A N/A N/A N/A 12 1/2" t1' 2' {BUTTON) 70' OR LESS 7- N/A 6 1/2' N/A 4 1/2" N/A 4 1/2" N/A 3' (TOP) 12" N/A Or N/A 9 1/2" N/A 9 1/2- N/A. 3' (BOTTOM) 12" NIA - 12' N/A. 12• N/A 72" N%A 4' (TOP) IV 8" 12` 9 1/2' TV 11" I I2' 4- (BOTTOM) * UMITED TO G&O W- ISO. MSIGN PRESSURE PATRI•. •SEE A@kT 25 FOR ANCHORS TYPE k SPACING FOR I SIAUdTK%NS INTO WOW FRAME 9UIDH0- AMAtW MOM SPACINGS NO MINIMUM EDGE DISTANCE ARE VOWED ON THIS SCHEDUM FOR ED, LESS THAN INDICATE! ON SCHEDULE ANCOR SFFOR u�inTx.c 9Y OPEN TMG 7PACWC OSSWI ON CI THE FOLLOWNO G FACTO. FOR TIRE E LESS SOT TO BE PjM SP NG "OO ED FOR EACH AN HORS FACTOR SMAIA ANOT NCHORS L.ESiEE10. MNIAAI SPACING aNDX'Aiio FOR EACH ANCHOR TYPE AT TeE IJ4'* 1/4Y IJ4 i 1/4 i WN'C1I€ Gaut-M W. ANCHOR M"oAm Ra.j 3 3 3 2 1/2 swwoolA mr C4NH7<MI w) k'ww a*wII. 9x (Yi,T. 3 3 3 3 3 31/2 31/2 4 MIME: EO aD1EeN39>ri RMRait - 2 3• 1.I6 - tA0 .0.T at - tm - tm I 1 + FECtcRES M. DISTANCE BETWEEN BOTTOM OF PANEL 1 ANX � i0 BE- IJ4• t/2• Moz. v + + REOUHES At— DISTANCEBETWEEN BOTTOM OF CANNYAND(1) TO � 3/ir /16" Mmr. COMPONENTS FOR REGULAR UFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-/-) L-- -_ 15.125• (TOTAL WIDTH) - I2,s0O" (EFFECTIVE WIDTH)------ j ,•-..193` � Ti s`1w�r 40+ErEa pp $ 350`. f f-'73 6'_. ..1.350•_ Lt � z 1250E , I .37 ^ )170• .188_ t0' 750' �i 12 1/;6 /14• .128•.,,.{ p K2 IREVIRSED) .250 iJ tt 0.024E 41M, 1MNCK$ a j JJ ��. LIHEM MID EbGE I IZ ItM.VAMZEO:STEEt STEEL �' s. �• _ 4" f 4y I � �,� _ i j --OETk9. A 01MDE W MLMMUM D 48' IIp/MtD 269E � EDGE 4:125` --------� -..j � .OB4" 21 L,_1.50D"�--)� } 1.ssD• 01 STORM PANEL . 135D` DETAIL-------------- L I-_. 2,ax PANELS SIWL BE INSTALLED ALWAYS IROM LEFT TO AT M AT L SEW OF PANEL I"--2.397E---•- �2 "H" .HEADER 3� "F" TRACK ANGLE WRH STUD PA@l� END LOP `_ T,R•OOo12• tD.DS' ! '�A27Q' .- TIP. TOP EDGE {._ q t or Pal �' r' I 0.024" ANrtH. GALVANIZED SM �- IOl az5 •J`--+ae7a6< OA 5' 0.250'# AI ISS21LfI8t� �fiF'�K..LLET.�.L s .t33`T- �.._._,� 4 :s7o•�-PAt�t 1, 1 -15 OR Qa I TIED ORDER O ENDS ROUNDED C OF PANEL S OU ENO UP Wf HEMMED EDGE. . ARM LIMB` S I j � S.79tt" a7s` . L ± ROIL• ae7• I I (TIP,}�• �5 KEYHOLE. WASHER 3105-Ht54 ALUM. ALLOY � m'E aFPrNEI � KEY H E AT PANEL _ C 2.124",756• $t3• *SEE SHEET 6 fTM ApD010NN. I umrrrr EvvEONLY w104 .09, I 1 � 725E VALID FOR NRES. WIND STRUCTURES. ---?---{ L-,yj• 2.W0'-= ? Imo• 2.060' - 0. M1Om`'I 3�' -2.546"-! b.11 B' t.050Y L 125E {TINT}' I I 1.75D$ , } 3 �7 REV. "H' HEADER �$ "U` HEADER a .374` .3,1- 6" 1.671E GhIAX ,.DOD'.- �16t-rB xtar .384• W' ,' � I^ • .470E .275E ...._ .-_ wN-`•. z,oaa } I 1 P y Y.t BgD 2 t•DDa + A N• 0 MIN. p ANGLE �11wFaNrr.� 11 "J` TRACK S� PANEL HANGER a`EP`:.tJ ,p 4 ,> 4C" WVIDE) 5, `�� l� E ��L` T•/i Via.. ( E SYSTEM) FOR 063-T ALUM. ALLOY PANEL i N0. 44167 £ FLORIDA BUILDING CODE Nan High h Yalaci Hurricane Zone) s � I ,123E '3'. .oBa' i 12p1' � � �"' t.._.. LIED• - y STATE ()F e240o 137rm. wc. r _ 24 GAGE GALVANIZED � rP. STEEL STORM PANEL -2.M0•--" �J_ � SEE SEC1mH5--- .. •�1• - [F MIN, s `�: fi � ! L E C O I lls. GLOBAL PROTECTION DtJ=1/Za7a PRODUCTS, U.C. asc 1 BUILD-O "F" .., .404E 4 UT 'F' TRACK 1S h S WASHERED WINGNU7 A �4W �•"/ AA {NH\+�\L4 n e 4eDa a."".. aPo a�-,a .'h (9btTsa .•.+�-• �, wo6Tt�Y iW. st SiPEFJ r�A3Yi4(es4)ds➢-aTi7 20-175 � TRACK ANGLE (7AEl4C 3 P110Y} P.E �M7E ��c+� P.c m1f21 2 or /6 INUALLATION DETAILS FOR i;EGULAR PANEL 6) ALYER10A CONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SfE SCHEDULE ON EXISTING POURED (SEE SCHEDULE ON EXISTING pOURED CONC:Wlk_� I SHEETS 9 THROUGH 10) OR CONCRETE BLACK OR CONCRETE SOCK SHEETS 9 THROUGH 1O RfOUPRED. 1 REQU�D. 7ERH17E LEG 'U "--•'Eo. LOCATION CONCRETE ANCHORS f CONCRETE RE0E G � \ (SEE SCHEDULE Of f � j �SHEETS a TNA(%X,Y•1 t r \:/ 1 `t..'v t"Ca"�tp_'1,.."•---T�,4SMOnL 1Dt9fREw�OR ' ::r t j4• - tf4• It CONCRETE ANCHORS i4i ti2 ,t.on I� w/ Ia+r MAX OH 1 ! CHEERS 8 THROUGH 40}I� I TsJ5443Lo.t' ED. J/`// NNGC���1� i pAHEL LF.HGR•I I (SEE SCHEDULE: t•� CEwkAS j 1 j ON SHEET 3 ' W : ///% 'tS t -/+'i i SEPARATION f .... QR O'AGfR ,ON DN Tp GRABS. 1 IJ4's-2pt` R f SCHEDULC 1 I S W 0& 7NI4 M� LEIOYIH ORl7 { 1 L -e') 1 sC aN SFIE'ET 3 trdT9` 1 - 1 i' Moz. ! �'. . ' ...N Fh aH�LfP (S EE 5ClHLT)UI.E ONI } SpICER " 9 1 _l SHEET 3 ,! RR P114L PAN0. LENOTII L. _.}. ._...__ ..... a1FE Ta1'IrNu "L' MIX, M "__._.. -�iY- 1DIOAt aia Y-e'X i IEEE SCHEDULE fi LENM p yam} PANEL LENGTH { I ON SNFE7' 3} 1 (SEiE ,._.L._ � E�EIX13LE E756'TXBG'•j -�__ ___._.s� 1 TO CLA',a3'. � #t...-� �1R I R ERAS." 1 I i 1 i � ON SHEET 3} I � 1`t' 1 t X OF L 1 I i E6., �J E o tz 1fr as LEPi[_ E I N/1• I - I MAX 1 I .^J.._._._-� � I 1 I -lost• 4 l __- I , 1 - CONCRETE ANCHORS �"� ' � CONCRETE ANCHORS I � I ETE A E%PSTORG PO (SEE SCH®UlE ON (SEE LE ON---�..._..._.._.-) SHEETS a THROUGH t SHEET. 0 11BN t0-.R,ry�y s 8" LONG MAX. CONCRETE OF WALL OR STAB O) OUCH j . ; V SPACERS O 8 ifi"AO�C.P� FOR REQUIRED ) ;.-Y= AST. CONDITION) NG POURED CONCRETELOADS, DESIGN CONCRETE BLOC EXISTING POURED CONCRETE_ f LENGTHS M SHEET 3. R AI HORSO „ BLOCK •\\\\�. EQUIEDOR REQUIREDRETE fSlm t" MNt. LONG ALUMINUM SPACERS O `-�'-EO:�-'J i TABLE ON SHEETS 9 THROUGH tOj �,.:.T 12 t/r 04 (SET j) SHEETS 9 & ,a) CEI1lfis%��ST��L MOUNTING SCALE 3J8-1- SCALE 3f8+R' STYLE SJe+.t t vWs' S�; CEN �9 r 1}NH1�l1tT�1IN,AA '�'•'. i FLORIDA BUILDING CODE Non High Velocity Hurclaam Zone} - - roso REDO, 16 41G rJ. - n. 44167 c - - 2t GAGE GALVANIZED STEEL STORM PANEL. - - Ot4wX eYe t1QTE FOR COMBINATION Of 5EL:TtO1N5: r E D. - ED( asrANGE STATE (s GLOBAL PROTECTKN PRODUCTS, LLC. ➢NE (SEE SCHEDULE H TOP &BOTTOM MOUNTINGS CAN BE O • ft 4NIOD sec at 014 SHEETS 9 & TO} COMBINED IN ANY WAY TO SUIT ANY +i '�t` •, ORiO • a;• /l��2.P•X• ea 1M'1,, w ax w«m Swat n tm r 00 S FL 33TRa 20-175 INSTALLATION. 4'i it \` f na.:' 41'+N m-+AN . r. , (wN nL-esa P"OwF CM)SeP-76w, M* (wF)■-m07 ti7 `f�..,, �,.-M1\� t ar *ww.. Pw n.r asr, r. DPkINO Re: IIf# INSIALLATION INIQ EXISTING • i IREAM REQUIRED 30M WOOD HEADER. I OF n (bnl. 4z1 S.M ;�Jy��•�O EA END HR' Ci} jl (sE DERAIL t/za a a 6 1 i I I `SDI _J au 0 ) uOi 2 ' 891- 0- 4 ' NOTE 9A 111100 1/4•W "L 0 SCREWS 0 6• ac, w tN t 1 2ITM0F fNJOE M SiDaES 2� OR 2 }}1a-itl PANEkMATE PUNS Wf m W PEA4cTRATmN. 0 72 O W" MO MY opwO�M! t. 7ARE ONLY VALD FOR BUILDINGSWRSA. YFSdLOADSUP TO +SSg, -75.3 pAND PANELS 1FN6T1UP 10 5'-i0", 2, TOR NEW MOD FRAME CONSTRUCTIM WOW MEMBERS To LC SOUTHERN PRE Ko. 2, WJ SPECIFIC DENSITY OF 0.55 OR EQUAL SEE SPECr A}A RL 09 FOR It OF ^."jOP 8RR ® AT SE .O WELL OR I?AxLt- O INTAUAD t0 YRACKB (�2)I OR 3@ At EDITION. BASED ON 1000 ASTAtATfOtN TYPE Tot ffl 2 . NOTE FOR C0M9NSTWMi !W am e,ua. N TOP k BOTTOM MC9 or CAN BE COMBINED M ANY WAY TO SAT THY{ INSTALLATION, MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) D MAXIMUM A.A. DESIGN PRESSURE RATING (p.s.T,) (+ or -) CONCRETE & WOOD XMTALATKM .N1 L+ L. 2aO t?'-a' l21-0" 234 Jae 1 F'-a" TO•-9' 3Sa 10•-10' Tao 10= 91-4*1' 9'-4` 4S0 S-s' 81-91 Sao 9'-1' 8'-4• $Sa B'-r B•-9• Sao B•-3' r-r no 8'-a' 71-4• 70.0 r-B" r-a' no 71-5' 6'-00, 87:0 I. 4" 8'-7' B.S.Q 710' 9aa B 9' 95.a toga s•-s' S'-17" I Rao - 31-7• 1110 I 18.6 1 a•# LAG SONARS O 5" ma W/ :. �_ 1/a'0-2(tr3J4• TRUSS ME&Nt N:a. J 7J6'0A3J32- 1/2' W. TWMAOD POLETP07mN M EXWFING WOW HEACHM. 311M /Vum: PDT � 1(TfWA410MOM OF 1 � �� ,�T•�"� Q gg Lis. WS 32 Wire rY-O.a LOLL LVF�t auHa»M TO G1.AS4L ' EYERY t• r /32 AILS Ii � �G x A9+C a LMT[ATME;US. W bn: 'PHREJDED Carta. TI17N9 74 1/2' G.C. PlTAIt 3T. s .�`'�R Af1Tt t R LICEI s :• N0.4`i ��,•. $TA OFH N07P : ,wTtER TRACXB"NOT SHOWN FOR CLARITY 5GW2i.F..EAdE:iiZ1iE."r'JRAH+>ErD Al EACH .END 1IYRH TRACKS !Zl Ill Ck & 64 O& D. M.,(D gjRECT itDUNTEO AT EACH 00 MAXIMUM PANEL LENGTH L+ OR "L-" (ft.) D MAXIMUM A.S.D. PRESDURE *S019K1 WA.) (+ or ^) CONCRETE & WOW ONSTALIATONS t L+ L- 20A' 14'-s' t.T•-0• 2Sa /f -10' It--T 3aa tt-0' is7' 3Da 9'-7' e'-2' SSA B'-3- 7'-9• Nato B o rr Mo 7'-8' 7•-2' 7aO 7'-5• 6'-111 no 71-2" 5'-•B• SOL!) 74q1 6'-s' Bso 7-0` B -,1' Gag 9-4" $.-I" aSa 10"talc R 11B.B 4'-B` MINHMUM SEPARATION TO O4A55 SCHEDULE MAXIMUM PANEL IFNGiMI WIND SPEED 4 170 m40 WIND SPEED > 170 m p.h (in) STRAINED RESTRAINED U NWIV51 ANEO RETEMMNED 30 OR LESS 1" 1' 8` 5 1/4- >33 TO 90 1' 1" 7 112• 7 1/2' >90 TO 145 1' i" 7 1/2" 7 1/2- ' (BNIMUM PANEL LENGTH (in) FOR A GIVEN MOUNTING CONDITION -TOP BOTTOAf DIRECT MOUNT "h' HEADER "M' MEADER 1'S ^ STUD -`F` TRACK T�RACX CLOSUflEa - DIRECT MOUNT 46•. 32 32` 36" 58' S0" 5Ei' 4 1.8"K1.5' STUB ANGLE 1. 32' 32" 32" 42'- 38' 38• 3 Y' TRAN,K SS' 32' 32' 42• 67' t w N1.0 'ALL 3B' 80" 5a' 88' i so• 32" i 4'/ LAG O 6' &. ( 3CKW5 O WJ IT Das �i//c WOODI w.AbER M Cant 1W 7f6'z3 ' MWOR7 NU: 4 14 G,C. 4 Cw6, 0s4xr' S3i.5. Y�'Y-O EA END OF (} (NE OCTAL t/24 & g:inT,.z::rn-rr7 2 Wfiwa-w MDT£ 1A wxw) '"TEL T• € f`N-,'t9.3�a' Ns. W/ 7 NUT 72" ol* Lm SCRLWS O I° O.C. W/ 7J4Y 4N0 SORE"AS 0 a" o;C. W/ Mln. TILRFAOEa' PEtB"TFMTX IrH4 {2�'a ' Y 5JJ22 Mkt. 776NFADFO PEINEkRA1ON WLXOO TE REQUIRED 0 I)eWlC19M1 H% PLATE MM. 2`a4' WINO MITT OR ON HOOT MATE REQUIRED FLAT .CAE 1/4-.l` °0 WTm 20 GAGE GALVANIZED STEEL STORM PANES. FP. OrNAIN eH LIE GLOBAL PROTECTION PRODUCTS, lLC. 20-17 t 4roo s.w. s+ s7I1EE7 t�Fp-,IDYL vMPb._N_O TK. 0. fIYN %plff: (964MBP-IBIS. FA4:� T4HM�-6?9T 2'-17G 2/4 SAX ANCHOR$ (SEE SCHEDULE ON SHEETS 9, 10 &11) b o �--T--r r-T-�-r-rz--r-r- AS 10. 11 /4, 3/4. 4/5, 5/5 A 6/5 WIS. 2w/6, 3W/7 iT 4w/7 S` IMX o a Tf0 PANELS W/ 1 40-20zi" �S s. Ms. 191X.T w/ 0 e EA avL3NLAP (SEE SECTIONS AS APPLICABLE} o_ a a o - 4 L3. MAIN 4, 3 4, 4 5, 5 5 t 15 5 / / / / / {11 2/4 i 1w/6. 2W/6. 3w/7 at 4w/7 L,------- .--ANi.HiORS :(SEE SCHEDULE ON SHEETS 9. ,0 kit}--•.._._.__......,...._._.« REGt1iAR. STORM PANEL MI,El��T. N,T.S.. 1/4" tri 2.887` ms. GAP �r a (INN• O13aAP .t WlgLE VN;LEO ;l �! J N.T.S. la its D(+) L+: eAOL ALLOWABLE ALLOWABLE LPANELUN LENGTH FOR A GIVEN HEM AS ISO. DESIGN LOT. L-: MAIL AEI TO DETERMINE PANE. MAXIMUM FORA QNEN NEGA77VE AST). OE510N ROIL {4} GIVEN A O 70 O&So. DE MAXIMUM PA ETE MINaBt fsNEN A POSITIVE A9.0, DE+KNM LAD. DETERMINE IIAKNAUN PANEL LENGTH "L FROM SCHEDULE t'AkTN k NETATNE A:$D. OESaN LMD, DET S ME MAONUM FAA LENGTH 1= FROM SCHEDULE FRAIL MAD +1 N.LIJWABIE PANEL LF/NOTH S EOUAt T(I TtE 1YMOWM. BEfII0A01ED PANEL I,QHOIH BEE EENSCHEDULE DUL ANTI Y-•. (S) SEE SCHEDULE BF.1.(Y8 FOR MIN, PANEL. IENGiIT FOR iKR05TNY OLMNJFk:AiTOL. ' t INSGWAlRK)NS INTO Ym(10 ARE LMItFA TO a 95 a.tt. MAX. AS.D. DESCH PRESSURE RANG y `,, NC••., TLITE OF * § UNIT}a 44 -ap NEENt1HD�GWOIifMre wArn.+ I�C O sNc. 34 GAGE GALVANIZED STEEL STORM PANEL H GLOBAL PROTECTION PRODUCTS, LLC, NIS.W.III7 1 IM GUC FL M Ptae,E: (031)■-7a15, rA7A (ss+mN-msT « ,ON 1a «. AqA i*px o.maa n.3N14 tWRt Ck v0067 .I 2070lST 2D-175 su w SOW 3 IN to INSTALLATION MAIL$ EQR REGULAR PANEL (I INTO WO©D, STRUCTURES n l wLmD ANaNTrRs ( ro awls. _ �'- SCHEDULE rJ4•.-gait• TEE SCHEDULE ON (i _ tJ4ro�o.t'(SEE ""`� NE.w #DUNS 1 ON SHEET 3} I � SHEET tt) T: �I { ,®i a r/a• 9.c. NF 1Wt43 BME I �-' LtN00e OHM 7•i'}IWOOD }yEI! ROELE tillf� WOOD ANCkORSNOt1 (SEE SCHEDULE REQUIRED { R (SEE5CHEDULE ON ON SHEET i�FO if SHIMoSPACER MAX, WOOD REQl12:0 }• i{... ` IED L !H 1" MAX. LONG ALUMINUM..SPACERS O 12 1 J2' , 1 1 L 1 L y I O.C. (SEE TALE jt ON SHEET 11.) 1 wn. I t I t t p SEE NOTE '• BELOW FOR LIMITATIONS FOR I SEPARATION I 1. .I.,• N'MA1t, j 1" MAX. ' ( i 1/2• LONG SLEEVES, (E-10 GLASS.(SEE SCHEDULE r 1 I PANEL LENGTH PANEL LENGTH (SEE SCHEDULE ( SCHE-a .E. ON SHEET 3) :ON SHEET 3) t_,_._ ON SHEET 3) i .....-PANEL SATE Fl3AIV,E m OR PANEL 1MA ... _,,,. _. ,,. 1 1 � t PLUS IEEE SCNELWJLE Od.SFkEET 11}. ) N A rti ¢AW/T t]t _ t I 1WOW _ " EXISIn" 0 �ISEE S )E 1 PLATE MOUNTED 1 ON iHw EET 3) DIUM MOUNT W% SPACER C ALTERNATIYE 2W' SCALE ' t3/8-1- L -fSEE TAB. /1 ON SHEET 11 FOR MTHI PANEL LENGTHS Y I Y I gOK (_„ r1 O 12 i/2 D.C.' i i of �. I EQ MAX. As.O DESIGN wens FOR nus tr6TALunoN. j -�iT2 ,fs Da - Era- .. 1 F ; ; L I I(T • I � I i't WpOQ ANO1l7R5 7�.7� bDiE: (SEE EWJ o ° Esw MON 0 a TJr :«,D W. t .. # `• SHEET 11) (I) 0MI LAm1t a LUM TO A CIE' IRONY SUROW IS WRN tW-r N t Y WUt MDEE n00r FmAiT 9 A RESTR0110F1 ANY 2Tz4" WOOD-.--i.... % i j *:/ I i ? $ 9uum How OIP TRY AMGIEa LW eN[ft tit}. PLATE R£aUIR f I }L, -... --W000 ANCHORS ,• iMl. SFTWWM TO ONA961ta1l:M@O ,,.. WOitO y i a I STNGOERED WJ STUD ON SWEET 3 Im M 'FO 14` A9 +., f. M'EATE RL:aUNiED (2) ANCNORS WAO I"w cowm#k8 M DWNEL um TF16Wi' O OR � 1 % )� .FEET t 7HEDULE Crl IDNG ks TR FDLLOYaLTO ARE - PANG. IqMISM. t1E SMCID WAwIM AT 0 IJ4` a' �• � .I'A1011ED Wme �Y � UW317eCTgN :Fa1U t2 tJYO.C. awa!9 Aua*rto ON Nf. '• � �wP *• G;7MAX 24 SINE P,1M0. LOmtH IS uMIIID TO 6M AT ANY oPEWIG , . -,A_ MO 6 A AEkOWMN AN LARGER PANEL U7a11B ALLOWED ON (x) ArunXIL, WIM TOORR PANEL EtWGM s WALi 110iU{NT1NG 1 DIRECT MOUNT t it), W" MOUNTING (3) atEIWN AN4o A9rALLA7mN to aNtY ALITERNATIYE 2W (1) I IJ2• LONG SAM 4�0#iiT HAAINL. EE A I I WATER ON SCALE 3/9-1- VALID L 0Bat3ATa11 9F k tJ2" Oda aPAcm a n5 ONLY ALTERNATIVE. I W IMO AN e1<KRNa 7Wfp nwNE 1YML Nun R1R Ida 2GRE3 t, F AN3 5 As IOPEM®n AItM SCALE 3J8•1` (+) S'¢Du1,QB7fN WLID C0.Y FOR Nam E-iD9E STANOANI ANO THE �dO (7O: EO m OF THE ROMA 1KRFti6 CMG 2 M7, a« 3 PER ARM E WwNEIA NOTESI 1�}CENS� FLORIDA BUILDING CODE Nan High VeloCity Hurricane Zone i INSTALLATION ARE ONLY VALID FOR. MAX. A.S.D. NOTE c 131N)A of cnaNs• NSTA(dA a z4aza TAYENJ. IYa Fx. GM TIDN N0. i 441 tlp_LQR �E 67 24 GAGE GALVANIZED STEEL STORY PANEL DESIGN PRESSURE RATING (p.B.F} AND PANEL LENGTHS owuWX x: AS PER SCHEDULES ON SHEET 3 AND (EXCEPTPAN FOR - 70P h BOTTOM ML7L)T4TIMGS CAN BE $TOTEjo��� 0GLOBAL PROTECTION PRODUCTS, LLC, COMBWEA IN ANY WAY TO SUR ANY ALTERNATE 2W) �� ECO/Ne.iN5TALiATIDN. �.�N"•'JIE67IMp « Co4P 46Qa st alaTxLT2. FOR NEW Wa00 FRAME CONSTRUCTION: WOOD z:w xw *. Hr.. wr sLFo«0. n axm t420-175 TI , MEMBERS TD BE SOUTHERN PINE 2, Wf SPECIFIC P414. PHONO (w4)Os4-law, roe. {s5Ly6n-a»7 DENSITY OF 0.55 OR EQUAL IAAi>x-Daae'rH9 'P"" +'*. t ."+•,., me �W!Wo H°` w/AIEA.A t4L4 k"taT al# t>•- F ME87 0 d' w GENERAL NOTES ...+b FU ir" (0) 1Tj�XIrnNa WON (tCHORSP`'S.FE'ffi" PNN9 ■Y t(PRON T THIS 1. 578RM PANEi SHOWN ON THIS PRODUCT EVALLLATK%N �UMENT (TILED.) HAS BEEN VERIFIER FOR COMPLIANCE 6N ACCORDANCE - 1 f4"d TPPaON ANONOft^a, ASMMIUFAGiUREO 67' LT.W, R111LRE%, RILL U STORM P NOT INSTALLED AT HIGH WRft THE 2020 7N EOITKI OF NINE Fi.ORTDA BU1I.ONO CODE. THIS AA$1. SHALL � ALLOO -t0 PANELIATE MANUFACTURED "COPRODUCTS. ( N) - i14 FERN ID AARt PANELAHATE PLUS ANCF70R5, AS ACTU iD BY ELC CONSTRUCTION UCIS VELOCITY HURRMANE ZONES (NIAM7-CAE f BRf)PGRD C,t7LRNt1E5}. - 1/4"# LAG SCREWS PER N,D... DESIGN AS PER 1602 OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO ESN'. WIND LOADS SMALL � DETERMINED 5£07ON - 7 to"0 z "WOOD I tt 5 81f5HOHG, AS DES'1'✓nBUltED ffi ALI. POINT SCREW. BOLT 8 SPECIAL CO, / � SPEED AS REQUIRED BY THE .lURISOCTKIN WHERE STORM PANEL WILL �'. INSTALLED, AND FOR A Q97EG7R)NARY NATION T KO-0.85, USING ASCE 7-16 AND SNAIL NO EXCEED THE MAXAIUM (AS.D.) DESIGN PRESSURE RATINGS IN"TED ON SHEET. CA) MINIMUM THREADED PENETRATION KID WOOD OF TAPCON ANCHORS SHALL BE T 1/2" AND r FOR ELCO PANELMATE PLUS 3. 9 TFRNU 12 It 17, IS. AND PANELMALE FEMALE m. IN ORDER TO VERIRY THE ABOVE CONDOM ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-/8 SMALL BE FIRST REDUCED TO &S.D. DESIGN PRESSURE RATING BY WOLTIFLYItG THEM BY 0.8 IN ORDER TO COMPARE THESE W/ MAX. (ASD.) C.2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME WIT SHUL BE 1 1/2•. NO TMENEADEE, DESIGN PRESSURE RATRM INDICATED ON SHEETS 3, 9 THRU 12 & 77, 18. PENETRATION INTO SRUCOO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCIORS ON THIS P.O, AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LEADS WAS M USED M THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN OITVIAMED IN C.3) MINIMUM EDGE DISTANCE OF LAO SCREWS, INTO WINO SHALL BE AS INDICATED IN THIS DRAwm ACCORDANCE WITH N.D.S. 2018. STORM PANEL'S ADEQUACY FOR IMPACT AND WPM RESISTANCE1,2 HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION TWO OF CA) MINIMUM PEMEIMi TRATOF WOOD BSCREWS USED SHALL B£ 5/8-. 1/4' 0-20 SCRUSED SHALL BE 1 1/2- LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERkCAN TEST LAB DF SOUTH FLORIDA WICIRTS i08/4Di-07 Rio {!0219D2-09, AS SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WIN NO STUCCO. STD PER S12-0 & ASTM E 330-02 STANDARDS, MO AMERICAN TESTING LAB SOUTH FLORIDA REPORT TIM.01-10 AS PER TAS-201 AND, TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 16N OF THE C.5) IN CASE THAT PRECAST STONE: OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS LE FOUND ON THE DOSTING FLORIDA BUILDING CODE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHMD SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN 0), 0.2) & C.4) 2. ALL ALUMINUM V(MIJSXM TO BE 6003-T8 ALLOY ARID TEMPER. (UNLESS OTHERWISE NOTED). SEE. SHEET 2 (D) ANCHORS SHAU. 1E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 3. ALL ALUMINUM SHEET METAL UWD AT CLOSURES SHALL HAVE 3105-H,4 ALLOY, 8. PANELS WAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 0 (SHEET$ 4 gGN 4. ALL .REEL SHUT META PANELS SHALL NAVE SfdrtCTUNAE. QUAtTTY STEEL ASTM A-Ii53 GRADE 80 a6N9AUM• G-fiO GALVANIZED INROW) EXCEPT THAT HFADORS %>7 & % SMALL NOT BE USED. STEEL DESIGN AMOK W/FY- 92.2 Hsi (AFTER ROL LM), 9. IT SMALL BE THE RESPON5181LFPY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS. OF THE STRUCTURE WHERE SHUTTER IS TO BE 5, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS. PER ON ATTACHED TO INSURE PROPER ANCt1OFAGE. THS SHUTTER SHALL. ONLY BE ATTACHED TO CO NI BLOCK OR WOOD FRAME BUILDINGS. 9001E W/ 50 ksl YIELD STRENGTH AND 90 kai TENSILE STRENGTH MO SHALT. COMPLY W/ FLORIDA BUILDING CODE SECTION 241 t.3.3A. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90', A5 PER SECTIONS 1, 2, 4, 5, 5 ANO ALTETaNAT)VES iW, 3W & 4W ON SHEETS 4, 5, 6 & 7 RESPEC IVELY SMALL HAVE A LEGIBLE AND REALLY VISIBLE /AMKL/NG iNSTRUOnNG OILIER OR TENANT TO 8- BOLTS TO BE ASTM A-307 GALVANIZED SVEEI., OR ALSt 304 SERIES STAINLE $ STEEL, WITH 36 kM MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE N ONFURCEMENT DURING RER10015 OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS, 11. THE INSTMIATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PMENT WIND/RAIN HIMUS" (A) - 1 f4-{ T,IPCOFI ANCHORS AS kWA1FACniREII BY I.T.W. BUILDE%, INC. (Min. Fc=3192 PAL) 12. STORM PANEL INSTALLATION SF6N,L COMPLY WITH SPECS INDICTED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4' 0 x 7/8' CALK -ill ACK011% AS MANUFACTURED BY "ALT INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - i 'A z AS BY ALL POINT SCREW BOLT A SPECIALTY CO. /4 3/4• SOLD -SET ANCHORS, 115F 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.M) PREPARED BY INS ENGINEER IS GENII AND DOES NOT PROVIDE INFORMATION is 30W LL. f p ) M4 - Ijih10 PANELMATE FEMALE m & PANELAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT; La, WHERE THE 5nf CONDITIONS DEVOTE FROM THE P.E.D. 0 - 1/4"0 ZAMAC NARIN ANCHORS, AS MAINUFACTURED BY DEWALT, INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A.1 MINIMUM EMBEDMENT OF TAPGON ANCHORS INTO POURED CONCRETE SMALL BE 13J 4"; 2" FOR ELCO PANELM tE AND BASED ON THIS R.E0, PROVIDED HE/SHE DOES NOT DC44TE FROM THE CONDITIONS DETALED ON THIS DOCUMENT. OONSTRUCTIN SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. i 3/4" FOR ZAMAC MARLIN ANCHORS. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MASD IF MODIFIED. A2) CALK -IN & SOLID -SET ANCHORS SMALL: BE EMBEDDED 7/a' INTO THE POURED CONCRETE, NO OW MENT ONTO t 4" 0- O 1 H " MINIMUM STUCCO (OUSS STUCCO SHALL � PERMYTTE;D / 2 .CREWS USED SNAIL � /2 LONG 08L! SHOULD (9) SITE SPECIFIC PROJECTS SHALL 8E PREPARED 8Y A FLORIN REGISTERED ENGINEER OR ARCMtiECf WHICH WILL BECOME THE MO I" MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREW$'OR AL INREAOED SCREWS W/O HEAD, ENE9NEER OF RECORD (E.O.R FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS, PROPER USE OF THE P,E,O.rIPNEER OF REOORD, ACTING AS A DELEGATED ENGINEER TO THE P,E..D. ENGINEER. SHALL SUBMIT TO THISLATTER TFNE 5RE SPECIFIC DRAWINGS FOR RENEW- A3) IN CASE THAT PRECAST STOW. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOF4 ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BERKO SUCH PANELS. W THIS P.E:O SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE. AS MENTIONED IN AL1) AND IN A2). ENGINEER. OF RECORD THAT PREPARED IT, ,4. SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY L T. W. BUILOEX. INC. PANEL .NUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SMALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WHH SECTION 1709.9.3 OF THE - 1/4• # x 7/8' CALK -IN ANCHOR$, AS MANUFACTURED BY DEWALT, INC. FIDRLOA BUILDING CODE. - 1/4"0 % 3/4- SOLD -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CD. - 114-10 PANELMATE FEMALE m AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROg furl/lA - 0 ZAMACA-5 I - RITE ♦ 7AAiAc NAIJN ANCMmRS, AS MANUFACTURED BY DEWALt, INC. ��S�R 8.1) EMBEDMENT OF TAPRS, ANCHORS, FIMRED PANELNAT, AND ZAMAC NAAUN ANCHOR. INTO THE � �(iEN FLORIDA BUILDING CODE Han HIvelocityHurricane Zone) BLOCK uxrr SMALL e£ t i/4". SIT Fyn S.2) CALK -IN & SOLO -SET ANCHORS SMALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO •1RT044 67 wm2o n,Lxo. xc 24 GAGE GALVANIZED STEEL STORM PANEL oRNaH STUCCO W4 L BE PERMYtKOL 1/4` 0-20 SCREW^s USED SHALL BE t 1/2" LONG MINIMUM SHOutD � E%tST, it °7 _ AND 1' MINIMUM FOR WALLS WITH No snXGDD. STATE I L E C O I Ne.. LOBAR PROTECTION PRODUCTS, LAC. oaE: Q J 8.3) IN CASE THAT PRECAST STONE, OR FREYAST CONCRETE PANEL$, STUCCO OR WOOD BURROS BE FOUANY�1F,Fr?QAI �J"Z�iZ-A2 tWJT t[sflN6 t ENw1KERIw asl slow wt4 `'Q'A ✓✓ �HWn*,«.xr.wgn R�iM 20-175 EXISTING HALL, ANN,HORS 5lAit BE LONG E.tOUGiN TO REACH THE MAN STRUCTURE BEHIND SUCH P M� '•,..... G\ . txA 4n-[ma, a • 9p p"t-yel PNDNe <93N}e60-75r9, FAC (WS4)OEI-!N7 ANCHORAGE BFW1 BE AS MENTIONED M B,t) AABi IN 8.2). 'IA,+TJQIyAI � ""`0`"""0°'"0PY Wzw rm t« H"wn*A OR,asw rro: P.E. SEN,/6LINaTUWE/a7T4 Gt-0006779 � AAAII11Nii11H EU\t\ 1 m Ir_7a WNftR A TEUT Jr„ Pd FLOW U�9W't7 I DF t6 INSTALLATION. INTO POURED DETAILS .FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK i1� STRUCTURES Nt POURED CONCRETE CDNCRE CE C9FONORETE AC CONCRETE REGUNIM. BLOCK OCK //.. REQUIRED. CONCRETE ANCHORS (S3SEEit' THROUGH ON 14) I..- CONCRETE ANCHORS SHEETS 4 THROUGH 10) �.:(• WE SCHEDULE ON RCONCEPRO D CONCRETE WAD REQUIRED. ',"7ar7...,i 1f2" 1i/4" " 1/2• �TJ4. �..YWS.y„(i0t41L O:6 J>!_pe € _ N CONCRETE ANCHf 7 SCHEDULE�QN SHEETS a DHNOTO I t I 3 I Y t e I L t/a'Y-2nxt' i8 * i I t/4's-mn• d : ED. 1 � eA sEPAAiArrV, EXISTING f (SEE StATuKW I _Tti+Gd _.._ - t• MwI. {LEE SCHEDULE � � � cus.I wi sir n i- � (sEE� LENGTH o � i-- Own. sEPARxrros i 1• LIE I 1' MI PANEL LENGTH 1 COmREtE ANCHORS L�_ _. �.. � �- _ _-- _ ; _..- I ON SHEET 3) _=,,,L._e ! _� �_� ��-�-�.w . �_t� I _ 1-- PANEL LENGTH �(� �� LE _ � (SEE SCYIfDUu: i t (SEE SCHEDULE 3) (SEE SCHEDULE ON F-- 1 S._._. I LL""'-'i"' ON SHEET 3) ON SHEET 3) SHEETS a THROUGH 1 l 1 IT I U � of L' E%ISi1EiG� I 1 € eras u I I E)IISTING 1 i I 4�itwi•nmMl'kp � «oDTs 1I wNO,Ofe .rr` I ' T E0, ; �I �NRETEKJOCKK E7RISTNNG 1>d-; t , � ' I • 12`t/2' O.C.i CONCRETE OR I { i € M APPLICABLE}i CONCRETE ANCHORS J i L ,..��1/4•-r0.1• ss. Mz W/ Art j REQUIRED. .-`._.._ # r (SEE SCHEDULE ONE -",i0„„, X o 12 1/4' pc. �. SHEETS 9 71BNOIGH 10) W/ I ONLY WHEN SOLID :F EEG LOMTmN '� f^�7 4 SEf k CALK -IN ANCHORS ARE USED &,= WHEN EXiST0N9 POURED CONWETE ALTERNATE CONCRETE : POURED CONCRETE GOMkRE1E ANCHORS ANTIANELMATES a RE� . ANCHORS CWNCRETE ,RAIL( REGIAtEIT i STi WJ STll7 (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) STINTS 9 THROUGH 10) SCALE 3J9°'i° SCALE 3/8-l' WALL MOUNTING I Qig= MgUNT SCALE 3J9.i` \, LTA ... JIB AA Jl� CEJ'I,i •':� �,,"'S'4.�'`� FLORIDA BURRING CODE Hon. NIT Velocity NNrvicon6 Zon6. CO. EDGE DISTANCE ----- • N4Tg9iiilT�pff.S)f SECnaHs: _ 0. 44167 S s S -o STATE OF(, f> cam 1I`YFm # c 24 GAGE ULVANRED STEEL STORM PANEL 1) L E C O ! N e Gtom PROTECTION PRODUCTS, LLC. OpAtrn'e SLIT: (SEE SCHEDULE ON TIP de BOTTOM MOUNTINGS CAN BE �R'• �QRIOP 4809 1w, at 577L@T Y>r wMa1�e,R 0W_71M&33N4 SHEETS 8 & 10} IN ANY WAY TO SUIT ANY 1N5TALL4nON. INSTALLATION. ' CO` • •........ •� G\ '%•A, .ww, P4 mrM te"" A (sw m,_taee . a : t3y m-sm FHOIft: (as4)■-Taw, Ace: {sx)oas-srrr 20-175 AA JO ......I......- LENTIL 1 W.�tW-tT9lnTtu. P.c . wa »-w • t arMLT 4 Or to 4'z@" (M'm.} EJOSTONG - / / - th ANW:N E ..," j BEAM REQUIRES. STRUCT j% AEKOIACY aF T7TISTRNG Wawa ! i BEAM TO 8 cERTI7ED BY E�.. �{I 4'xrI REa ENGINEER OR ARNIM PRIOR f TALLATION.JANCHORS ALTERNATE WOOD SEE SCHEDUE ON SEE SCHEDULE I CJHORS BOOMTO son OR 11} SHEET 11) -" -- I SHEEN I ,/a•-aurY• a Ns W/ EAn � � i WOOD H REQDIT�O I s 4'h2mZ470,11 w eoMR GtXSS"-"`•� � i WOW ANCHORS A2" � I I W • 6 4" aC, I OI " } i SHEET tiSCHEDULE � j r1 /J4'r-4wt' F ' ONCS#tEET Mkt. SEPARATION TO CIASR "L" .FLEET 3) 1 1f45,-2a+t+ MUG. NELLENGTH OWN am �T-4'f "L' ASMUO i. _1.11 .. _., ..0#�O�E� 1a�Wp PAM SCHEDULE =•+-Y'.__ IDaMOf�7-0y (aH SWEET' 3) t $ SCHE#OiE f7NISTI C�, � i I t IOF 't' L.!/ � I 0f ! r I MAX. , IMAY ' O 12 i/2 O.C. � tl t I I EQ t/2` NQ F7N45H1 � [ i � ' t/4•A-2ort• Wawa 1 t i! CK REQUINEYt 2'z4' WOAD PLIy�, p _ WINO ..-----^-""' REQUIRED `-RS Wawa rFNC1mR5SCHEANCHDULE TEE 5CFEDl1LE ON {BEE SCHEDULE ON,__ -. 3-f•4i•--_,.-.-_ ``^y 8S0 1 ( �a SHEET ti) SHEET 11} CELING AND FLO9R MOUNTING BUILD MOUNTING ALTERNATIVE 3W ALTERNATIVE M SOPLE J/B-1' ,1RHNw„ SCALE 3/9-1" 11: HATE FOR C a(Nk Of SECTIONS: NO. 44167 QA4--.TJ()N : = FLORIDA BUILDING CODE Nan NI11 Yel9oity Hurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D, ;eaa rA7mo. we F.P. TOP BUTT MOUNTINGS CAN P & OM I PRESSURE RATING .a. D AN LENGTHS i '• 24 Y DESIGN RESS G AN EL LIEN (AGE GALVANIZED STEEL STORM PANEL n q OF TO SLOT ANY s 3''� .TAT ANSI NN; E SH�Ef Y COMBINED IN ANY WA AS PER SCHEDULES ON 3 INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: W00p '�©A`• ,'`tO •• - GLOBAL PROTECTON PRODUCT'S, LAC. m SITE: MEMBERS TO BE SOUTHERN PINE Na 2. W/ SPECIFIC ttlLii C -0,.,, ANAL E DENSITYOF 0:55 OR EQUAL A k ANY 400 I.w, as 13ww 1 ArrOHtiwtxUx xtt Wq r. tm wrswt a mHr '• 3e4 20-175 Toa4Nap-s6.6. Ru: (ons}mo••s7n G-W06779 MrFtw - aw st.. 00AWuw N. P.L $FA4/3NGIxTo#EJOHE WN" A I" Jr. P.E. YT-fa + sw NR[i 1 ar M M N U) j � U Q O 2 .CD U N N V O � O W O LL 'cn cn In E O �� �o cu 0 .� /// V i 0 / W = AaA X O W 4i J C�C2N c Fa w � N C 1i d 4O O A- N .0 N N C 4l7 tit w as E c N37 .NS.+ .Y CJ c3 A_ CJ C/) (3) cu Ot i CL 0_ U O 2 ■� V! LLI Q z z Q J d. SHEET NO. SH 1.3. I I I -4-• N O C/) M N U OO .� — -- N CL 0 O END QMURES QUAILS EQR m -0 1 —CONCRETE BLQCK QR WOQQ STRUCTURES: VALID FOR REGULAR. LIFE FOR REGULAR MRIJ PANEL nIINSTALLATIONS INM CIDNICBM & CONCRUE BLOCK STRUGWRES . SCHEDULE v EM R aUL eR STOREPANEL 61 1tjjTAr ► 6moN$ INTO coNCRETE & CONCREfiE BLOCK STRUCTURES • � i-' � (VALID ONLY FOR PANEL INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & S) U (/) (VALID ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) DESIGN PANEL OL O 0 MME To O LL OLu ` POURED .� O / 'Li ^^,, O ^, � W f._ L_ V! � to O .� �+- . ,e TA.L� it A ASU OE t/ WAR MA1ON LENGTH AS.M DES" LOAD MA1pA PANEL 40 PSF OR tE55 8'-6` 40 PSF OR LESS 8'-8" > 40 PSF TO 30 PSF 8 -2" > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5 IO' e MAX. PANEL Lk7tiiGiHS ARE Ott YAUO FOR INSTALLATIONS > 5(1 PSF TO BD PSF s'-10' WJ SOLID SET L047 ANCHORS 8c O IY SPACER AT 72 1J2" O.C. a VAX PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS `\\\At�T NEP Ani��"�'' W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2" D,c. Ptiiti CENT T� y FLORIDA BUILDING CODE Non High VelocityHurricane Zone wl� FLORIDA BUILDING CODE Non h Vetoc Hu cone Zone 7F e m lanox 40. 24 GAGE GALVANIZED STEEL STORY PANEL F'' . 44167 _ o2MTLTEC° 24 GAGE GALVANIZED STEEL STORM PANEL m 441$7 3: awWN a *. _ cum n a It i *'x E cT/a/m1e .�yt• a .. tL E C O 1Na. GLOBAL PROTECTION PRODUCTS, LL.C.. , �: STATE 0 e _tt, tE C O ENe. GLOBAL PROTECTION PRODUCTS, LTC. DA7F: /•'• •• VIDING _ 4efa $AA of RiRm7 + ©^•, '40 .'' - faLir 4e00 aW. ai. s7feEY ' dxt`'•, [QR[()P..,• -t.o rt,1 tw tr xx ttRrew a m« ON.- fL 3a],t 20-175RI• ,, 20-175 '4 !r �.,. ...,alets:Tt- `h P1c 4,n. ►. 7\A +ear na,s taMEtt. 13354 y.. s' •••,,."••. Ca ♦ d 3°W,wrt.awe taol PKae:: CMw)eX4-Ta1a rats ftla.Iae4-e7w'7 - Hfy J •.......� �ial� ow., nl-,wt nia feX+)@ea-71s�, ftac i�+)aav-a»r 01^ONMO AOd 1, nesiw w,n Yaw \onww.t ae DRwbS lbr I I Q.. OA-D aX719 ePARMa fke p40VN rNN111 WN1MCfaAtE WALIM A TROT 4r" F.E. MNEt a OF 1e NFNI71fA1\ RN.7FN A 1RUT Jr., 'E' + u a 7XiRt is M /8 INSTAiLLATiON DETAILS FOR LIFE SAFETY PANEL INTO POURED CONCRETE OR CONCRETE BLACK STRUCTURES MAXIMUM e g p DFSIGN PRESSURE IN ,s ,�j AN O CORRESPONDING MAXIMUM ANCHOR SPACING 1/4-0 TAPCON POURED 1/4'0 TAPCON NO POURED 1/4'e TAPWN POURED t/4'e TAPCON POtaiED (VAL)D ONLY FOR PANEL 1(�INSTALV+TIONS AS PER ALTERNATIVES iW THRU 4W, ON SHEETS 8 & 7) ANCHOR a e' oa OR ANCHOR a 9' o.c. DREFE DR ANCHOR a 4' ac I CON E DR AtJc1aR o 4� oc - BLOCK Y CONCRETE 0.00K /� CONCRETE BLOCK f CONCRETE BLOCK CONCRETE BttXSR REWIRED. REWIRED. REWIRED, 1 . C Q a4 'Cl 1/2' } J4" 1 1/r �. t J4a 1 7J;' t� 9. LJJ _.. - __-.__.......,.. b E.D! E } E.D! I 67.1 9 j EO,e T ; � 7= 1 1 E j L Z 7C C.� N f ' 7 L i j�l # f;l f i Cc r 1 1 1 l!i llf Il ( j X t" Min. 1 II ! X 1' Ron. 1 -® N i G I W-SEPARATION I @ j R--SFPARATX}N i Oyy J II , a's-• i To _ 1 t/a'r.zm,i' ( N i 1 4Y-4mY I EXF''R[i�•N Ttl OLh55: ffsl-4m1• Cl IX5n7tctblta e,� j TF a 17tI5T1 W,?� GLASS �aaJs w N �[ GLASS R._. _.L_ r Y.__.--:-, It a7. o U 1 toaM OET7 Y•b7 X 1 ri i IDfall oRR Y-07 i @ I 4 j �" ram•• C { N _ Y __ _. _— II -�. -� 7 •L' ilR,t X I 1' IAA%. � ) 'L• 'MAX X I 1" MAX G •,•+ aL X I ' AAdiEi. LENGTH pX"--_. =-:=j ::�, 8' PANEL LENGM H i i PANEL LENGTH n --=—, ._._.t__. g`- PMIEL I.ENG7N tf .� __.1.�i µ..__...�.. A �"_,.._._.-;.._. --'- i {SEE ELEVATION N I i {5 Eii1/ATWN I (SEE ELEY TIDY X I I (SEE ELEVATION >r R 1` Min. i `., ON s7FEET fit) Xg �f - qV SHEET' 12) 0 1" Mtn. I W SHEET 12) ji i ON SHEET 12) N cu LI If-SEPARA i j 8 I I7"SfPARI.7IDN- I i N - _µ . 61 W X TO CLASS, 1 i N TO GLASS. 1 1 C G � d I k t/f € f 2 I . i r I I r i 7 B" E _ } f a9 3 ' T o 1 I 1 1 ! c4 f• 7 / s a E.D.e .- 1 I i ED.• !'� E.D.• t rr SEE TABLE 111 FOR- MAX. A.S.D. DESIGN LOADS MAX.&PANEL L£a .Tt+S WFETt SPACER i5 SEE TABLE }rt FOR MAX. A:SA. DESIGN LOADS &MAX. PM L .ENGTHS WHEN SPACER t5 1 1 I I 1 3 a - USED, CORRESPONDING ONLY TO ALTERNATE 2W ON 94M 6 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET' 8 I '> I i EO - 3J4" I L_ -- I __._.; EU .,-?�g.'� EO--.'A.,,�,4„• - NIX MS FPAt p YLa. TAB it a BO114 W A0. S ■ '% TAPCON MAXRM IM PANEL t 11/A/4HOR 0O1N O.C. iJANCrtOR TAPCON �04.cJ. j LJANSS R e 9' C.C. 1ANdiORAOY c.O. A.S.D. DESIGN LOAD LENGTH E7LIS m POLM CONCRETE OR p 5f PDORED CONCRETE OR E7OSt19H POtaKE CONCRETE OR EXLSTI Y8 PtlURED CONCRETE OR 40 PSf OR LESS 6 -B' BLOCK REQUIRED. �£tE BLOCK REWIRED. �-Z`ONmi BLDLt4 REWIRED. -"'CONrdtEFE DOCK REWRED. > 40 PSF TO 50 PSF 6'-2' �� SECTION R-2A SECTION R-2ii > s0 PSF TO 6D PSF 5-tD" FE SAFETY PANEL O REGULAR PgyEt$ O LIFE SAFETY PANEL e PANEL MATPANEL ES ARE ONLY VAUD FOR OR PANEL MA IN PltATIONS SG[E SJB-t" S�� J> WALL MOUHjJNOS WALL MOUNTINGS NALE \\711171NIeNIIN SCALE 3/a-l• \" A. Ti 'N PLUS VIC ANCHORS & W/ DSt 1iT1+R'ltJ 1/ . O.C.'�CEN' , �Q GEN "" �• 44167 FWRIDA BUILDING CODE Non high VelocityHurricane Zone $ FLORIDAFWRIDA BUILDING CODE Mon High Velocity Hurricane Zone 44187 KL i mto ,R @w wD. 24 GAGE GALVANIZED STEEL STORM PANEL "e ` *: STATE OF WMN A om 1 1100. R 24 GAR# GALVANIZED STEEL STORM PANEL DRAWN z •o'•, .ATE OF t L E C O .N GLOBAL, PROTECTION PRODUCTS, U.C. a,.I� -''s, g+'F,.... GLOBAL PROTECTION PRODUCTS, U.C. @ATE; >'�l7 ''• l04' : 4m ILIV. 51 sso+ET ,ip17) -y Tta. EI C O 7Nen u W. ITITS AM %jn tl y 7ii7 aw , r m vs.w cwor n ens 20-i 75 ��ee� ae : tiew w . aeeT al ss PHp a {4s+ law rAx (0010R.tm +ulrelMOi p,W PI10tIC Naar-7a+a. rAa (es4Ne4-e147 20-175 'yAA/f,S ••, /a'+iE CA-ODON12 rx 1a,r_ Dr.00 Na PL S�JWE �iX„p.E, aeH-,a- !a+" ,wl�r RM41O Nz Iitlllif WNJFA A TRUE N..7 P.E ew NaLT ti or to P,t tIQT ,3 Or la INSTALLATION DUAILS FOR LIFE SAFETY PANEL ) INTO POURED CONCRETE QR CONCRETE BLOCK STRUCTURES 1/4'e 3APOO POURED t/a'e TAPCT11r ��� ,_ OS7m POURED ANCHOR O 9" O.C. ICONCRETE ANCR R O W O'- C. 1 j OCK CONC ETE RFAlOtED. BUDCK MQUIREO. _�� •�+ 2 {2 � r J I o J X I I , t"e-mn• ca GLASS -�s_. '._r +' .1._._.. a „�..1. ... -A �atsuVENAI CA T ` eEata W a o y 1 «N owe 7-57 E7OS17Ng 7 1 i X 1 cuss 8 ;.,...T,__._. ._ _ ._.._.. , L� 1 @ ! 7 .L. t X 1' ifAlL X i - - _... PANEL LENGTH PANEL LENGTH p---.__�_ .y___. a It-..,._.1.,,... (BEE ELEVATION @ 7 i {SEE F]EVATiDFI _ - ON SHEET 42} I ON SHEET 12) LOOM 9'-SEPARA 1 X I X TO CRASS. I j X I y i 1 U1 1 �./ ED.e Ede EX6n41O POUR, I i IXISfMG PWRp} f REQUIRED ! i 14 VP' oc RE041IRED. 2 CD f uvr 1 CONCRETE BLOCKBLOCN i LeEYaaoJ !' Cu WOW 1/+`e I>MFET.FlI7E t/4"e PANELMATE P4 __„j ANCHOR a 12 1/21 D.0 ANCHOR (9L'YONO) ^ , �I MOUN11M so" 318-1' �,/ \\�\7\1NRIIA1iH1144",fA/ �,i•1 E� ,�(/jys LLJ 1'"''•,......, r FLORIDA BUILDING CODE Non High VelocityHurricane Zone) s 1_ °tea T 1&0 24 GAGE GALVANIZED STEEL STORY PANEL Q i = STATE - Z �� m zia'• - GLOBAL PROTECTION PRODUCTS, LLC. m1D ,,,.off, oRlot t is C O INC. 48W SIX ei MREEf ,� J •• • •• y� } yJ ,u. aY. s, ti iG0. MRw4 aRflpi. Fw « MM4 n. 333u NQi A u1/NaA J n. , , min n naR Gaon awlmu PHr {N . 9 7a+a FAin ta++xes-sm 20-175 M!l! cr-oDDI7ta •sw r: wsA ,.e rw... aP+ Q P:E �YBWEfOATE DINNER A Jr., PL eW rt�.tW 4M fa1EEt 7+ aP le J Mt a SHEET NO. SH 1.4 T t POURED APPLICABLE �� w � O ' Swilow ©',� • "' OR TO SIM, i' �:�. �O' To SECTIONS FRAME 2' K 3• x .fir Sias H-14 DR to FEMALE 70 LI Ll OVERLAP BEYOND Al te OF L 0,4 ` ND. 44167 � SURFACE LEVE1. VARIATIONS ITHU OF THEM Lu It AU EANFUR 00 Z PANEL DESIGN PRESSURE 0So "wi LESS . •-40.P P.J. LOR ANCHOR (SEE amm it Mo. PANEL M%1GTH 0 WOW PAWLS HIM Uff I OR a�9' C. 11 .099 PLATE F.P.mm t. INSTALL WE LENGTHS ffil/213' T14 LENGTH ImmummiT Tin a FRAME FA TOM} ORLu SAFETY & E-Z HAND STORM PANEL SYSTEMS 1 w MAX. AS.O. DESIGN -. - MAXIMUM ANCHORS SPAOBiG FOR ED. > A5 SHOWN ON SHEETS 8 g 7 APPLICABLE � MAXIMU/A � SacE1s m k to FOR A7C4lmffi tYPE R sP;u t`q3 WBGULA710N@ INTO YA70D FROM BINDNO9. 1MAIAa1 ANCHOR ! AND MlNAttad Ears DISfAteX ARE X1MClOED ON 7W5 sG16'DUI.E. FpR E.a tF�'DWt INDICATED ON >2RMDUIE REOIICE AVt.Y1aR SDACOre !TT MLt7FLYlN6 aPAl1r10 S,toNN ON s1�OLE 8Y tY$ F'Mt.011l,el(i PACTCRS. MR TH5 OPERATION m BE POSSAR.E. REDUCED mACN,o amAelm 115a1O FACTOR SHMl NOT R t65 1WM YR/WY SPACt178 Ii101CAED FOR FJCN AtM>IOR TYPE ON 1N6 SCIaDI%E. 1/41 if4'P �� ifPL t1WooN IMMORAL ANCFYIR LION _ 3 3 �larannws Caeaeh OPJ ] 1 3 3 in ealAlKee741 ON4,la 7le0 D.1. AORL XDE W1Xei � EADN77 a� 3t MAX: ASA1, PF`SKiN ' RIA)DARtii ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS B k7 APMACA&,E ti7� PANEL MAX. A.S.D. DESIGN PRESSURE MAtfeA1M ANCFI015 SPACNKS FOR Mal E.D. PER SCHEDULE BELOW R � MN9MUM PANEL LENGTH tAA1L AS.D. DESIGN PRESSURE MAfOMLIM ANCHORS SPACING FOR MN E.O. PER SCHEDULE BELOW APPLICABLE �P�`" �,rtAvl73'i3` . TAPCON SOLID-SEf � P � ZIM1C-NNL@I CALK -IN TAPCON S(MA-9Ef �E p P �� ZAAUC-NNL01 73' m 13' t45�t-45 LESS ,3' 73•73'i3' t3' tJ' ,3't}'73•13"1 (i0P) b,-a' OR I� .}4a� tOS, -B'S 1Yt}' TS' 18• ,S",3"13•13"1 PCAIRSE77GnfRATRIG1'�mmm�TaMm 1/?1{TTpF)1 a'-e' OR LESS i3' i3" f3'43" 15 i3" 1 (80rtTOM} 43"13'#3` 7J•f1'13' i3'tT 13" 1S'I(BOTTOM)i3'!3' 12f13•93' 13',3"t3` t3' 13` t3' 15l13'#S'73" 13' 73^ iS 1S 13" t3' TJ° iS' 17'13' 13' TS' t3' F3' 73` ,3' 13" t3` 13' i3' 1}" 13` 11` 13' 13` / 1 3 OOP) a 1/4" 1 d" f 4' BDT40N - 12 1 /2 1 1/2- 2 S 1/4' 614. J 21 J2 1 12 2 J.. - - a14' /. 814.3 J {901iOM). a" B' B" a• B' B" a' B' B" E" B• 7 7/2" + OOP) 5" a (TOP) }s 13" YS• 1S` 13' 1S` 13' 13`.. 1S' 13' 13" 13" S (RIP) 1S•... /S' 1J` 13` 13' 13` 13" 13` 13" t3"13` t3`7J'13"(BPTTdN) 13" 73' T3' 13' 13" 73• 43' f �11/2i3' 1/2a73' Y3" ,3" tJ' 73" t3"i3" tb" /S`e(fOP) 13`13' 73"73•1S• 1J' 7 TJ2 8 (TOP) 1J+` @ 1J4' @ 1/a' 8 }J+' B .. - B {J4' fl 1ja" @ 7J4' B if+ B 1J4" 8 1f4' 8 .�) 13' $' tS' 70 7/2 /]' 7` f3' Y 7 #J2 $ t/? t3• 4 1/Y 1 ld 14'-a' 13' E" lY iJ" 13' @ 1/2' 73" g fjY 4 1J2' B 1 13' 8 t 9 ) �,�, 7O 43` 7' 93` il• t3` 4 tj2 11` 9 TJ2 10 1jZ 7 t/2 13' 8` 1 (@PTFOM} 13' 7 1/Y 13" /3' TS' td" i3' 70• Tt' E' 1}` B 1f2' i (@DTTOtO.. t3' S• 73• t0 i/Y fY Y T3• 7' 7 TJ2 S ij2 tY 4 t/2° ?(TOP) 13' 8• 13" F3' 7T a 1J2" 1/2' tJ" 5 ffY 2 OOP). t3' 7' 1J" t3• 13" 9 1/2 13' @if2 ,d 1/2 7 7JZ t3' S 1/2' 2 {BOTTOM} IS' 7 1/Y 13" tY 1}" 10' 13' t0" 11" 8" 13• a 1/Y ? {aPiDM) 13` T 13" t]" 13' 9 1/2 13` B tf2 1P ,/2 7 if2 1}' 8 1/Y 3 (FOP) 1}' 7 1/2' t]' 13' t3' S 1/2' 3 (TOP) - - t? 1f2'12 1/2 a i/1• a i/a' 2 TJ2 5 if+' - - 8 1/4' a 1/+' 3 (BOTTOM] - - 72 1/2.72 if2 8 1/4' a tf4" 2 ,f2-. 12 9j2 - - 8 1/4' 6 1/+' 3 (BOTTOM} r 3' @' S if1" Y 3 FfZ" 8` a' ! 1/2` T a 1/r 7- a (TOP) 7 fj2' 3• 8' 4 1/2' 3 t/Y a 1/2' 3' + {TOP} @^ g' e' 8' 5 #J2" + (BOTTOM} @' a' @' BFi 6NEEi i1 T1W ANCHORS TYPE R �ACRq FOR XAiA{1ATIOAX INTO a003'FRi1R: BiM.�66 # AaiiXifAl AIR,g16R SPACeIOa A1aY MNaEUAf EOOE DISTANCE ARE atCR`AIEa ON THIS ±CHEDULE FOR E.O. LFSS THAN MBXa11E6 ON uR"IrtOtRE NBWOE ANCHOR ¢MpNG BY laafa'LTXa SPADWO 9NOeXl ON s,Y1E0Fa.E BY THE tOLLDaM+O FAOTOR¢ FOR 114@ 4PE1W71m1 TO tK POSSIBLE, REDUCED SPACO1fi OBTAalEO I1aNG PAL'NR SYNC IBR 11Q L4R5 7WW LeNBo1M 9P7Q:R,G 7HflA°A7ED FOR fKal ANCHOR TYPE d, l/i6 SCFaD1aG '� t/41 1/4Y i/a1 ifa"e it+'R 7Ja'! YNCai ede-4Er 7AW1P4R{M eAut-al RaNaRal AFMAX7R 1;PADX7D �.) 3 S 3 3 2 tJY' 4 Tn epNWR,eeegg[ - trti) 3 3 t/Y 5 3 3 1J2' 3 INeiMrtt Q.o3 max 3 ,n• ACRYL i'DBi EIBDV� (ED. fA01DI1 2 ,/Y x aaD o.7n - f.oa - eel w 3 , - tea 1L0 tAa ,dA •* SPAC7DIGS OFE.Y VALID WHEN $PACER IS LASED. SEE T /i F�IXi tAAX. AS.D. tiESlGN LcfnDS $ IMx. PANEL WHEN SPACER USED. ' � .-..�-ATiCHC7RS (SEE SECTIONS R ALT77tNATNES ON SHEETS ,3, ,a, ,9 8,6; p,�j,.�•1--�', s rux R-3A/13, R-2Afi3, R-3A/14, R-tB/13, R-2B/1S. R-EBj14, R-tAWj15, R-2AW/15, R-3AW/18. R-1BW/15" R-28W/tb, R-3BW/18. t� �' l 1 i t R I t I k I i I r i k 1 i L/2 i 1 f i i ,/4'►-26%1" S.S. B09.T5 W� (USE Frog PANEL LENGTH i 7: i � l i j 1 MA%. f j;� ( {.: J( ° j j OVfli 7•-a") f � j 1 I ', i t j E PANEL LENGTH 't R�l.R1LAR STORM RAtJ{1 7TECi71L4R ; PANEL B'-B' a a40. I,��TALLAT101�. DE�'AILS INTO F��;;�,.,�Af' WOt3�.�7$Uf�T�IES ,P',�L"iEL CiI ` I .� HEADER � MOOD HEADED f I MEANER � 7�OU(AEO t'e TAPCOtT I 1 4'e TAPOON TAPWN tit � ` � � / � j � .�ej4��/•��o.c. `+ —o{/B�•�fo.c. MAIL, AS.D: P� {pat.) EIAttB1UM ANCHORS $PPEMG i� MRl E.U. PER SCHEDULE BELOW APPLICABLE INIOINJM iN� iR.) MALL A.S. P� (P.ni j MAXBUM ANCHORS SPACING FOR INN E.D. PER SCHEDULE BELOW APPLICABLE R �. Rt/JiWUM LENOfN L• (R) TAPCON SOW -SET P � P� � IAWC-NAILaI CXK-Di R � TAPCON SOLID -SET � � P �� IAMAf.-NAXY7 CM1C-Ri ro ealamiOE m ro m to aF flLERi ro m To m m m @P THEM 13' 11' 43^ Y3' 13' t3" ,3' tY 1S 72` 13' 4D" 1 {FOP) OR t 3' B' le t0 i 73` 81 12' 1 Y a 1/2' 71 /2' $ 1 /2°' 13' +i /2 1 13` ii' 13' 43• i3' }3" T3" i3' 13' 72• i3' 10' 1 (BOTTOM) 1T 8 tjY td' 1J` i3' 9' 13' @' TD" 7 1/Y 73• @' t {BDTfEW) 17' it, f3` ,3' i3' i]' ,3• 13" 13• 12' 11" iD" 2 (TOP) 13' S` f3° 0 %2 }3' b 1/2' 13' 6 iS' 11' 13` 13` ta` 13' 73'. 13` 13" 12• t 3• 10' 2 (BOFTOft) 13' r 73° t 3" lY 9 12 13 /1 D /2 / 2 13 , JY (BOTTEIIA) ! 3' 1 13' 15' f3' iS' 13' t Y t3" t0 ' 3 (TOP) 1 ` 3 r 13" ,Y • 9t2'10t '71Y ' 3 � - - 12 1/2"12 tf2 8 if+" g ij+`2 if2 12 1j2 - 6 114�4 if4' 3 {BOTTOM) @ 314" $ 1/4` S {BO SEE 12$Er 1/ FOR ANCtg98 T7PE ! SPACING FOR BOtALtATH.%W8 MILD WOOD FMYIE . • Most ANCHOR ANC1eN BPAraN06 AND AiNa1UM BODE OaPNRX ARE XBktAOEB ON TINS sCNEWf£ FOIL E.a I.FA4 THAN INOMFI'ED ON SpRIXRE REDUCE ARae)R BPA&XRG eY WL,IPLVMe SPMSNO SHOMN ON 7SC11COtA.H 6Y Tlff FOLtDMM3 rActars, PdF 71R@ oPERAhON m BE Po44alE. REDUCED BPACe,D- OBTAINED USeY" FACTOR BlWL IwT N IEBS i14ti 1a�RiN SPAC#W ea,ICWm FOR FAiaf A/1C1pR TYPE MI Tllp sCNE011LE ANCHOR TYPETl+: t/i"♦ /JAI lJ4'n 14pOp1 loth-s<r wsL1/aE YALMD-N7aN OMK-RI MHee1M .V,CFIOR aPAA:aA6 {ac) 3 3 3 4 1/4 eeae,R1A7�8t @� 3 ]. Tn• 3' 3 3 T/'C 3 tiIRTNKE le.D3 emT 3 s7Jr 3,r4• l,n l+n' ACRATL EDGE OXXe11LE ) F x 1n' asa 3` aDa - a' SPACINGS ONLY V!d)0 WHEN SPACER IS 7 a1''F�. S1E 1�7 FOR MAX. ASD. DESIGN LORDS & MAXMAx. PANEL WFB7i SPACER iS USED. taiD � fTAPcoN 9� af�5FNtAN�B RrtO ANctiPR� AwXf Mmarai 7nHaaR7. AunwR ma�4 �. 4. r� Bear (ad1 an,PNnn-a1 a f7kB fX3TNN:E ARE K101CAAtfS1 017 THIS sDHFN4AE. MR cn, tE56 T1Lw wMGiTm ON SClifD1RB 783NIOE ANCHOR SPACING ADR,IL txa IY@OBC1E t►sw IaataA BY ARALtB•l.YRO 'SPACING JiXA'Di ON SCHEDULE BY TILT FOLLOWING Nli FACTI,R6. 1�y.. d� 1•'>M THIS 77PERA•i301e tD BE PossOlE, REDUCED sPACaK9 dBTANM.d tA9Aq PAR"mR aiwE t1QT � tFSS THAN ,• l)99 IA4MA/M SPACING a>DiGTED FOR EACH ANCHOR TYPE GI+ Txis stlVEDule - WTI 0 WOOD STRUCTURES HEADER { NEARER L RED I # 4Y iMMAN O.C. 1 1 aY TAPCON 7Ja, tx} t/a. M•. r 1 3 j i i 1 � L L ».-,.. _ -R-- C'1'� X ! ItLlNmi OAK Y•dl ' SSE {�i EIEVAT�L ON SHEET t2) RR I ON SHEET 72) --SEPARAi�N 1 1 I i0 cU\SS. X 1' AWL. R—$EPARA710N ' B j j 's F `"# eat/r oe j eutrX'oc � 1 2'xa' PLATE � 1 REQUIRED ' 1 +" PH1tt.MATE PLUS µf R PL. ANCHOR O 72 1/2' O.C, REWIRED L6% i 4"e pANELMA7E pLlffi / ANCHOR O 12 TJ2. O:G. r � -AN 04tiO�sae. �-�ASL 9 REWLAR WALL MOUNTINGS O \S,,,IIITIIFNffI • �ToP A• Ti(� Jl �� ll E L SCALE 7/9-t• $::' CEN - 0. 44187 FLORIDA BUILDING CODE Non High Vaiae Hurricane Zona T, INSTALLATION ARE ONLY VALID FOR MAX. ASA: DESIGN PRESSURE RATINGS (P.s.t) AND PANEL z STATE OF : D: � 1RTPLO. Mc. 24 6AGE GALVANIZED STEEL STORM PANEL tt: �CO3NC. GLOBAL PROTECTION PRODUCTS, LLC.. n. °"""" at. 01/"yre,� LENGTHS AS PER ELEVATION ON SHEET' 12. 'rry +nw aW. at ; 2: FOR NEW WOOD FRAME CONSTRUCTION: WOOD SJUN Ai. EN ��� AA 4 11\\\ x� iXa71eN1.o R Ne ANY iw �" m 31R,e,Wr aWIM, n lew aaTE. n. aura PtgrR: rAe: 20-7 7S MEMBERS TO 6E SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 4.55 OR EQUAL NII/INNI !` ts4. im.r.:aaosrt-WI iRa'lkaa-rn.a. t�+�R-s7a7 Mlti.. asaww. es 6K w. ,uom.� re fNMe'eM 11% P.E. frAl/MaM17u@•,IDAre ,� P. aR tr�la aem to m' ie EZI/1e, EZTW/ra _ .(SEE SECTION EZ1 : ALTERNATIVE EVIN ON SHEET fa)"' (SEE NOTE 2)W� 9 (SEE ' VE 2) 1i �14X1" SriS.. f_fa" _ F,a�7p1 Elio 3fia'4 AIVNiNUN RN•ET #LAST PANEL(3)TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE 1/2' D d o 0 0 o11off0 0 0 PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED I I I TO BE INSTALLED €ROM IT;54DE OF STRUCTURE. NQTZ 56 -r-�- r--T -"T--"C- '-•-T-r--r-r--r-- -•�----1--�'- OF''1." i C})_ A, {ITION OF SEREES 7aI10; E-Z HANG STORM PANEL SYSTEM (END PANED 1 (INTERIOR PANEL) (INTERIOR PANEL) (INTERIOR PANEL) Nix. j COMSISTINC Of FANEL + C➢nt- TRACKS TOP & BOTTOM. (END PANEL) , SEE NO' MS 2. 3, 4 i I SEE NOTES 2, 3, 4 ! B, Io, (2). END PANELS SHALL ALYIfyT"a LIE CONNECTED TO BOTTOM TRACK MAX OTHERWISE A STOP BAR (Ql 5l WIJ. 8£ PROVIDED AT TOP OF SUCH PANEL LENGTH PANELS. _ ; (3), IF END PAN" ARE CONNECTED TO BOTTOM TRACK, CONNECTION 1 _._, f SN41L CONSIST OF 1/4'9--2Ox3/4' M.S, W/ 7/8'b1 WING a .i { 1 BOLTED PANELS Wf tJ4a-2a.t 1 NUT OR 1/4"ex3/4' Mtn. THUMBSCREW INTO TAPPED BOTTOM 1 I I SS BOLTS ELS EA Oa f I j TRUCK, LOCATION OF FASTENERS WAY BE AT EITHER OF TWO AA. (SEE SECT INS P�L�W.E) EXTERIOR FLAT F-LA40ES OF END PANEL i - - OF 1 (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM MAX- TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO r i PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF elJJ�11JJ 1J-L -1J�LL-1_J J_L J1LLJ L11il1JJ_LLJJ1 + j PANELS TO BOTTOM TRAGIC MAY OCCUR AT ANY PANEL LOCATION. v n e e o P e e P 3- MA I SEE NOTE 4 m. 1 -.r 3' N'w., (� 1 I- Min. -t' INSTALLATIONS ONLY VALID FOR WIND I" Ain. LATE LSE 3 �AjWf1 A 3 I ANCHORS SPEED UP TO 170 in p,h, - --�vtSEE SECTION E21 a ALTERNATIVE EZIW ON SHEEP EZI /1 B4 EZ1W/1B TYPICAL tiI TI N FOR URIES 2000 E-Z(t) SCALE: 3/32"-.1" 1/4- MAX. GAP 26a7'(MN rAEMAP M� ,,:w ff MM 7m7 __ 77 7 7, Mo. W f SECTION A -A µT0Un1111rHrl/Aff SCALE 3/32'-1'aEN''4' FLORIDA BUILDING CODE Non NI h Velocity Hurricane Zane T 0. 44167 ? " . ex. 24 GAGE GALVANIZED STEEL STORM PANEL ' _ "*z _ *' tr I�E p Into. GLOTTAL PROTECTION PRODUCTS, I.W. e1J D -o'•. STATE TILLY daNlp S.X.' St SSPIIT TIuMne%ICJ' FCORiOt ,. .x _ !, nR" = swaoae n sr w OWL m_ 333,. 20-175 , Poll ,-wo . Fr , (emY ns- m, PNEA4+ C4 qsw-7mar nw 1.)tV!-. 4y ....... ,, •w .ewnF DENNIS Nt ,mEL. ev n A! tl WKTOt A TXUt' h., P.E Ar. fPrIHFTr6Tr 4 44 4M SHEET 17 # to ENGINEERING ENGINEERING EXPRESS* PRODUCT EVALUATION REPORT September 15, 2020 lion Number: 17 1- -. Application R2 EX Project Number. 20.31643 Product Manufacturer. All American Shutters and Glass Manufacturer Address; 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 24ga Galvanized Steel Storrs Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commisslon) Rule Chapter 61 G203.005, F,A.C., for statewide acceptance par Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seven Edition and Is for the intended at least t to required the Code. Seventh (ZO20) purpose equivalent that raga by Re"evalustion of this product shall be required following pertinent Florida Buikling Cade modifications. or revisions. Substantiating Data: e PRODUCTEVALUATtON DOCUMENTS EX drawing #20-3150 titled °249a Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)', sheets 1-5, prepared by Engineering Express, signed & sealed by Frank Bernardo, P.E. is an Integral part of this Evaluation Report. e TEST REPORTS Uniform static structural performance has been tested In accordance with TAS 202 test standards per test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc. Large missile impact resistance and cyclic kmding performance has been tested In accordance With TAB 201 and TAB 203 tee standards per teat reports) OBT-ASG-17-001 by Blackwater Testing, Inc. e STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on compared" and/or rational analysis to Quality the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4, Anchor Spacing. 160 SW 121N AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ENGINEERINGEXPRESS.COM ENGIN BEitINGEXPRESS.COM ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% tmxe se In allowable stress has been used in the design of this product Separationfrom glazing Is not required for instaliaborLs outside of: wind zone 4 and essential facilhies, Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously fisted testee rt s and Is accounted(w In the engineering design of this product. I°re I Iy pe (), Wind toad Resistance This product has been designed to resist wind loads as Indicated in the span schedule(s) on the respective Product Evaluation Document .9. a ineeri drawing). reaps 0 rtg ng Instai/ation This product shall be Installed in strict compliance with its respective Product Evaluation Document 0.e. engineering drawing), along with all components noted therm. Product components shall be of the material specified in that products respective Product Evaluation Document 0.e- engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted harsh. Ali supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a eke-specpflc basis by a registered profassiornal engineer. All Components which are permanently installed shalt be protected against corrosion, contamination., and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zane (HVHZ). Respectfully, Frank Bermardo, PE ENGINEERING EXPRESS'a #,PE40+14549 I Cem Auth. 9885 160 SW 12TM AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM FS ENGINEERINGEXPREss,coM ENGINEERINGEXPRFSs:COM 4 h��� 46x4n C�1'rHIF'. =N r qq k A ry1411i J >( V }1 .FR 1�,',LL k3 I. wvca '1RCI 4 r•gcefivr IOU. 'E .1 e , :. ,4Pr'': 6rNlEl ( x +a PCV:.RITI :, R T-rvr,x C?Foes r ' �' 'i9`A`I y�Zl3:? TAIL. 14 V:1 j -ux." _IL cT' N:CN ^fi p?p r'L" .". « H.. W M r] IS t 1.7 11_ F IS I �4�r 444 N 7 T-(L F1I - S tut I 41r C f W T u� R C L V ^rri S Af- �LU ✓ CiCF N _INN : •at �E -k I' M E: I � e rF N Eliw I P . „w 'I W i. - Pr " L•L i PER IX::-h; 'r �.., Q .oil '1 A 1� i Eir) 5 1 T' Il I F L'rfU N wm- N ' �R.. - F 1 n AN(v Leitlll .r5, _ - ALi=RMAT=.BU119Wr ,.'JNI,.•: _,..[:%JJr %-: E_..(.:.1 � " Z NOU rrrlNc: EXTRLL510N8 4 M. IIAW� N. entL ry I- E d .1-1 - i{r TI Ull' H I t f'T- , C[RIINi. 00R MOUNr %CftDN _ PI fr.r! f2W.y CEF lL J�rH m wJ..t .A w $ d N ❑� 1/1..} r.Aatl ITI"•Tr ^l n qll i 11 Mlna 6- L i I w.yLCL �a W'.'1T S = � r, ¢. . (xT...t..i11,H.. •il- ^ti U 1t1 rC11114J-.+.!'Y.. r C:U _ YIALL Nsurrr 6EDTIPN q K D -' R L::: tIl %nl r. V hPA 'TP.. - -� '{ OSI. �4 IrMI` ol rW.l'•1' SV`k fA51JlI rU Wi. �lil_ 1}I �'-' h N. 8 [v5 MWrr:TiC1N . rNL '-:I:CP.',' r''N" :tt IVVL rMYVAitY y_ LU '6y w � , �,° .. r'rlr,x A. 'T. :.. xi l # r. I -•ni � tte = a i aR X11 y( E P a IN Q u,a k(a•-l;r ,,r Aix X � [::- � F/ <AaaY c „ovn rrvL rgE Itr� how oq7 y rip r`y14 a#E4 F rt \Y`qH Xi F. I. X.0 A L_ .1 \�E.:r :: � i y U ^k C' a5rt`£�:FECLIE V : T FMMLMAIKIEBPE Lr . 1 .LI.; lru„rYT _r I r m,cn nv',-•- rr rear"«'... 20-31543 - :N ,, n rAMrt oocRllrmNl ✓' - /\-OPTIONAL TOPIWITOM CIDSURE DTAILk` MUIINI K'[ nfiN J < _ , POURED OR (( 4"e TAPCON C014CRLTE BLOCK 1 ANGWR O 12. O.0 /y REMAINED. 1 ^ t Vd:% tEAO YEIC }f4'e TAPCON 14x1' HEX HEAD TEK WOOD HEADER74xt' .C. ANCHOR O 12• DEWEDGE�O J4' FRDN REQUIRED irt�itlt i `i IT�n EDGE OF I FROM ( l� t 11 �j ' � 'ss,`r�xa"tyfwl� 1A4•e-ear- _,J(� YI k awe t/ !Y Ar 0Le4uts i 1d2. hR .._. ..,�...._....._..., ..... t/2• 1 n YD 00 5tNiG_11 GLASS j L_r.��-+�.__-a'rt GtJA5S y ' ' RIVET NUM POP ' i d T6 D�1ASS, PAW e It I v I MAX M t, 1" PANEL LENGTH N' q�aglS• PANEL LENGiIf If q-SEP ; ! TO IT N"`-SfARA d To rut /4THEW DF t' d 1 BOM d ( I f�4'0-21112" MBSRWOF i77 ij2• w ANCHOR _ O12'OTON IT IO�1I CONORM BLOCK REOURRED. WALL MOUNTING WAi! 1lOIiNTTNG SECTIQN EZt SCALE 3/B=1' ALTERNATIVE Et1W SCALE 3/8=1" purTiuurHrr �i1 p� tlttiT'�rP # MLN. PANEL LENGTH 1. INSTALLATION ARE ONLY YAUD FOR MA%. AS.D, DESIGN SHNl BE 2'-6' i D, 441 _ �., ) :�r'e �a T I19RIDA BUILDING CODE (Non HighYsio. Hurrtcarts 24 GAGE Cu41.VAN12E0 STEEL STtNA1 PANEL Zone TF• ORION PRESSURE RATING t/- 40.0 p:e.f. AND 8'-0' MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .STATE. :y 1 , A r,t" LpRtCs ,. r �i 4• -" �r /+^�- GLOBAL PROTECTION PRODUCTS, LLC. I L is C Q IMC. 4Eoo IO 5t PRO ♦ cNaSOM *. xl.-a•*a sns. auaeds rL lSrr DWr_FL 3=4 fir, 20-tT5 MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC / b, a^Tt �.@� \'� r,Mw,.l non XTr•1410, Tee:list AH-taH P'MdXE: (04)ar-Idea. rwc ypaq)h94-ar69 DENSITY OF O"55 DR EQUAL CNA4s ArrfrrnrEl9t,y,7Spk{,ArrrAg/DArE .,M.e eaorPrL.", nA-"D9R47t8 ME - 0 _. eras DA eNG cWLr-- ALL AMERICAN SHUTTERS AND GLASS II 249a GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) TOP a � R0:156" l BOTTOM IM NT (COIN TYPE'AS \\ REQ'D) FLO 391" y\ / MAYBE -AT TOP•...� 375" B BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N,T:S. ELEVATION ®o tcanT �r AS REQ'D) �- -OBSTRUCTION 0 (LOCATION MAY VARY) TOP MOUNT (jI TYPE REQ'Dy )TOM MOUNT (OONN Lmax TYPE ASREQ'D) fSPAN BELOW OBSTRUCTION) PANELS MAY. BE NOTCHED AS REQUIRED, OPTIONALW 20 STITCi PROVIpED THAT CDNNECTIONS A41) BOLTS WITH WASHEREE ANCHORS ARE USED WHICH SATISFY WINGNUTS FASTENED SPANS ABOVE a BELOW OBSTRUCTION, OVERLAPS D MIDSFAN.i APPROPRIATE SPAN TAB VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T,S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MIN NUM STORM PANEL SEPARATION FROM GLASS FIVnIz. WIND ZONE 4& ESSENTIAL PAOUT1Ei t ) MAXIMUM _.__....-.� N DESIGN ALLOWAaIE INSTALLATIONS LESS ' INSTAU.ATIONSGWATER PRESSOR£ SPAN(L-) 0' T ROVE GRADE THAN 3 ABOVE GRADE THAN 30 A f �) ./-kit 130.0 in BOB h, �-� 2A6In / 130,D In 6AB I a,16 in 4 d6 / __ ... 3b fn 1 0 _ _ ��w .--,- ...-,. 6.067n v 2.161N 4 -05 / 7.3fl.Q In 6.0616 .... _... 216 In ,.. / 5 I Ilia ➢ 21 n bD61n 6f .._ _ _ ..... _ ..,,_ / 55 305.6 fn 6. I 2351n O8 n * -FAf / 8B.2 in 6.W In aS3 In 65 / 59.8 M 6.11 In 2,72 M 29p1n •1.72 27.01. 6.131. 2,98In ABLE FOR USE WITH OR EQUAL TO STUDS USED IN LOADS IS (SHER LOAD. ]- ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE. MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2- SCHEDULE IS REQUIRED WITH FOR USE POSITIVE LOADS ONLY, TN"fE1iP{3L.§YIDN BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTIR WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REWIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MAXIMUM ALLOWABLE ,F DESIGN PRESSURES f 7K, AS NOTED IN DESIGN FQ DESIGN NOTES: SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITHTHIS SYSTEM SHALL BE DETERMINED PER: N E ENG A SEP [ ABATE N E NG 'A RD NCE WITH THE RI I GCp GOVERNIN CODE, SSURE RE REMEINI'S AS C PRE OpUUI DETERMINED IN ACCORDANCE WITH ASCE 7 AND:GH Sp TH 160G (pF THE FLORI6A 6UILDING CODE SHALL BE LESS THAN ORE UAL TO THE POSITIVE 011 NEGATIVE DESIGN PPF URE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN GENERAL NOTES: THIS SPECIFICATION HAS BEEN: DESIGNED AND SHALL BEFABRICATEDIN rRESS HAS BEEN USED IN THE OR THE PROJECT IS USED SHALL BE RESPDNSIBLI ACES TO THIS, DESIGN WHICH W9TRACTOR. LEERING SHALL BE REQqUIRED IN IS, OR SPANS -COfITATNED- I ATE SPAN CALCULATIONS AS RC AND DOES NOT PROVIDE CONDUMN5 DIFFERENT FROM ED ENGINEER OR ' -REGISTERED CUMENTS FOR USE IN BASED ON MAXIM U M TESTED STRUCTURAL DESIGN AS rRACTOR, in, aI 3R ALL COST & DAMAGES LG FROM MATERIAL PRACTICES BEYOND THAT CODES a FROM AODI170140,IL GS TO THIS DOCU MENT CA11". 4A MINIMUM OF (1) LABEL FLORSDA PR�WICT AVPX(5aAL NUMBER VISIT ECALGI0131543 $r 0 F:Ra'r'3 ,? I:IA'^ N9rErK;twEaiW6B0'RELB OOwSrORE rMAurxTWNAL"", RIRVRTs A RaeD[RCM MINIMUM ALLOWABLE SPAN SCHEDULE TO'P� MOUNT p_ gQ1 IN gg -gyp W Hestia U" 0' 0" 29" 24" 25' 24" a- 2,r 'U'Hsetlar 0" a' C 23' Ze 25' 27' 24- Lr 24" 29' d Hwdar W W 0" ZT N' 25" 27' 2C T W Zr 2C 3 2x5 1, S1W 23" 23" 2a• it" Sit" 9T" 1- 23' w It, 3s" O RI&laut Trosx 21 a4 24' 31 4B" S 2e' 24'3 4T Sr 'F'Tra4k 25" %` 91" Sr50'� ' SW Sit" 91" " S4" 91rxi fl Zr 22' 2Y 1 28 3r ii" �' 22 26" 11" 31' 0 D Moixx sect Zr 24" 24' 3O' 46' SFP 29' 4e' 24" H bee® D" v o• za a4" zs• 2a r T m a4- Zr 2Sr za W m T. ck 24 24 a4- 30 4$" 50° 4d" 24 4B" Sr s 81n 2s 1 " �r 3r Ir 1t" 11* . 1-SPANSAT TOMERe.ARE .PANXAVLNGTHSLPMiHANTHOR NOTED AT R P LENGTHS TNNq THOSE NOiE➢ IN FA64e ABOVE ARE T sxmrnmarw Taro eoxmM nseLLe 1Ess rro ACCEPTABLE..CIP 2. ARA 5 S 1xEb x'HEPk PAN LENGTrlSY GREATER THAN THAT NOTED FOR Na SPP T1DN fRGH aLAe 1 AET.x! EL A RRSOECrR+E FIDUrrttl'rG COMBINATIONB(Wa, W E fR ES/WE NOT I. CLOSUR R EKED POR AI1aWUMUTMDUNTS IN TABLEAirQVE rKA S CLO6W1 SMT BS [MBi RE A BNALL BE PER L'C UFO WITH 9ULLSMUT MOVNr1NGtpNDmONS, DSEP RATION FRONDV39 kE:N AERLs 4 WAIN OR W[SMOUr STITCH �LTS AND AAt.LS a BOTH WITH PANG 4. TABLE APPDSTp e0T4 234 ( } TACO , FASTENERS O IZ.e" OR e.74' D.C. S PA (PER AY SPAN II, MikMUNUSIN°DIVE 1 OFTNEO SHOW%IN TIOReDRWNG0RURE5 PE4t f) DEFML'N' .ANY IRx7 Olm SktWMLrN TF1ESE aRAY1f oPEr4HG [6rR >, usTNG IADUNf DDN all Nos > 10PTI0NALINTERIOR FASTENING DETAIL T.S. IT r ;OPTIONAL EGRESS PANEL DETAIL "NtM INTERIOR FASTENING W I d r-K0MNAb1" PC f PEGOH65.MG iB85 ❑2,490" Z_.2551" t'2.250^ A94" 0:060" J/3e§lUun 2.25D". 0.750" .. qPti.(:.- ---0.094" R - 0.62E° r4^ Ur qpq a N 0125" -o" IS GA �$ g II a ,b94" r- .12D" " TYP, "si TYP iq T 7.. t a i . fl.0517f .499" � 'IN M1.930" O,D520;315u:.'- 2" n " ,: 0 , TY�2.0001., 35. n 2 0 0 I-- 1 0 2.020 _. 1 a.: t > •., • AN J.P 1UE .. AN0D3 R r 1:1sc _ , 'L19UILD o� uTu" HEADER 4 V I ; q'ty 3.380" MAY. ,g j p. :0.313" U,, T' 0. c N 'II �.. .510" 0:316" 0: 1 ':' n 7 E 1.SL. 1 560 t-- 1.560" C 5 0 52 0.37 " { I 0179x0.19 0b 55" 01 190 %1- ' �'133 tiY. w-ta 11 12"500' PPNEL EOVERAG ����I�14B75"PANEL LENGTH n - {0.545' 0'S #S50" O.bFt� a m 0.050" 0,09D" �= .E00:250" '{�� ���„ p awn b.z]s" - ,214 o.71U" R0.135" 0.305" TYP. ---�I" 7YP. "+ 2,uuc .l�D.,,'� '_ D.700° V BIaD--qlT 'F' 1RACKu� •F' FH - TRAM �"D TRACK t N ERED 1gNONli NEl'X R o.be Na. Ur O 13"7. X It V' I 8.376'.5655" 0 g D:19o" Z ti x,y, r iU.' .-LL'L':11 r�•--3.OQ0:,. D,12$�:' "fir,- IRWYERSED � ydt � .+ a 7yp;-.. L.y �•f`ANOLE- TRACN'(EXIENOE471XID VrRLA. - II .I wl ,v kl f l.n l>(�ul ty1 g IK F ' OVERLAP 4' MAX CCO�R�NE�RCLOOSSURE DETAIL j-�l' �25" MAX, J dF1 .25" MAX, $ C MAX,,YN, "I � _ 1Y I r rr- LL en"i mAry H III OUT T. roe I r.,Tr DIST0. CE ]our N ram: arts MDuxrf ar nrlAll ..� ,. g n c i.00d' 4 •1-Tr11,, O..„ rc- L EMBED iF ' CY.i Day" P 1 o n�cc 3820" '4 -r- TeiLP^..sc Fa l,re' -.zrr i s gEI m MAX, yIXI uul MMINI (rn INr trlAn .25<1,SUD" S' 8 �'.MAX- HT.S rJ b•"rsrr'.•, x .t:4' _ MIN'. SSDo" �t a 1 J's J �L 4" MAX.' �. MIN. � S.h't iJh `reI 9: CDRNeRCLOSUREDETAJL EMBED ,__.`,N .,;HrrA1P n 'T U D T2IP MOUNT CLOSURE DETAIL n .. - mmrMnPMJMee 20-31543 lApprtMucuPTmMI. _ _ u ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS al 12 6 O.C. ��®Fi10➢��®E»�i - - • .. � � ®Fs781Y�3 � • ��I • EYS�r.TdEM �g FRO o�M®i®�® till®®® rK 40 EZ V=EE6Ri %�%%/imm%/% �E♦������� III 3 4" EDGE DISTANCE ;j MA%DESIGN ANCHOR PRES9U![ TYPE CPSFII .tiPAN,IIP ID 0-IY SA'AN VIP IIM-II' NHM1N,,, II III' N. GOMM TYF E. C1 CZ C3 C4 COHM TYPE CS C2 C3 C4 CaNM TYPE C1 C2 L C 4" r Y GMSEO 1J 33 INiH 1W 4i 48 SZ T2 12S 160'14. 0 109'12S 150 160 75 12T S6 D'56.0 5 T' 125 Sd.O 15" 66 1Z 5'360 130 a3 1 s! 14❑ JAR 60' L26' 16.0 160 75 125? 160 147 60 325 160'147 60' 12.5' 126" 1B.D i60" 140 SAT 6.9" sit 126 I i6D 4l.0"1 " 6' D 25 19.D"14T bp' sD" p +11 • 1 ur CFI6C0 33 Vl00 SCREW 41 D 48 72 12 5' 16.. 16,0110.1" 07 12.51116,0" 12 1 .0" 12 S 26.0" 10 8 6 2" f2.S SS.O 141 a1" 12S 160" 97 5.6" 123 6.0^ A7 6 1 5 '. 125" L2.5` 16,0 IF0 16.0' 901 7:0" 5:6" 128 12 5' 166" 16.0" 96 5:6" 9 6 5 6•' 5J.­0. 12 5" [5:8" s.4" 16.0" 9.6" 5.6" 9g q"+1-1 R'[ B[➢ iJ 1 M. 33 TAP I,- •Iota• 41 J 4a 'T $2 92 1 Z,4 6: 1 0 64' 12 515.9 " 1 ]S" 12 S 1 6.0" 302" 125 16.9 3:3" 1 12 S 3511. 9 2' 12 6' 16D' 9:2".:KM L 5 2 1d"0` StA" 171 16,01, 9 ,i 125 1 6,➢" 91, 12 3" 2 2 Y 15,0. 50.5" 1d:0" 91' 12 5 ; Z S 16:0" i&0" 8.1 :12 S 16.➢` .1" 4 7Y1c SIB' EMBED 33 Al l -1-1111. 4L tYW06U XaIO 48 6 T T2 12.5 SS:O s6 7t3" 125 15, 5" 60 $:1" 125 13.8" 53 k5"" 12,5 I6O TD S:9" 125 12. 5" 46 4. I" 6:25 i2e 4.114-,1" 12 47 4.Or' d:25" ] .3" 4:7" 4.0" z 12.5' ] .2 55" 4 4] E 6" 2 12.3" 47 40" 6:25" 12.3" 4,0" 43 6.25" 12.3' 4. r" 4.0" $ 2S' 12:3" 4.7.' d 0" 8.25' 12.3" 4:r" 4.➢" ANCHOR R NOTES: C 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTSCERTIFIED HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS ANO PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, &ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SMUTTE AND -SELECT SPAN GREATER THAN OR EQUAL TO SHUTT ER SPANSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONORION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNEC7ION TYPE). 3', 'PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS "F"- RACK STUDDED ANGLE ET 1ISE625 O;C PANEL FASTENERSPACING TABLE VALUES FOR i G f i ALL Wi"- AND "U HEADERS (INCLUDING 6UILDOUT CONDITIONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFAC URERS' RECOMMENDATIONS. S: HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK• 6, NfMIMUM EMBEDMENT SHALL:BE AS NOTED 1N ANCHOR SCHEDULE. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED-I1 CENTER OF NOMINAL 2' X 4" iWBI) WOOD STUD W� EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING] WOOD. STUD SHALL BE "50UTHERN PINE" C-0.55 OR GRFATER DENSITY LAG SORRY SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, II. REMOVABLE ANCHORS ARE: DEWALT PANELMATE ALL -POINTS SOLID -SET a BRA55 BUSHING, 12. MACHINE SCREWS SHALL HAVE I/2' MINIMUM ENGAGEMENT OF THREA DS I NTO THE BASE ANCHOR AND. MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.C.13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14, DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, 15, DIRECT MOUNTING CONDITIONS, 16. LINEAR INTERPOLATION 15 NOT PERMITTEDFORUSE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. - N In }. U L N C�L 0 .� CU V C/) = OL Co Q CQ _0 W 0 LL O co > .� v� Q r C.I/,..�I J _o > W O t ' nth C ro w N m � O V"' Q cfl o � 4d.. sit•' a al C � 4O.r •r'��+ � 3 O % o a>i N G- a C O O � c.t i O W i VJ 0 L_ iL 0 0 ^^L I..L_ U a) U) W LU Q Z Q a SHEET NO. IS 1.5