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Home My WebLink About6591 Back Forty Loopn 3 v x Q rn LO v o- 0 O J t2 (D I M rn L0 lC) Cr 1-0 v 0 G 0 I M N 0 LO i L0 v Q -L 4 N O i a FT W E 0 `v a i 0 0 r7 N 0 0 0 d rM O LO U 0 0 z w m v ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT, Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N,O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MIN or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof i Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation FED or Fred. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W. M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PWorP.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3- PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. 1941 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 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. cli t cv b,- Vf ZGY Y IS Q C iC d .tJ O w- m'yC�SE Tb T ri►" 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, t!f W E O o 10 N m c r g 5Co N LOy c ,{ rnrr� N M 'V C J u- Lu Ll - - J -r- d oY t @ O 0 :@ N O W o-rn o "d. 0 J L0 N Z N 0 O U U El El N M O � QQN O Q r to M a � o LL a-1 cs, Q>0 V)L.�i'" 4g i o tlOa U) allLL' a J - - _- 8 C) 0 N O14 0 N o J w W. � 2 z E (6 E wo �O > �' N i oa Co r—M Q g�0o w0 E a a= o< L '= ¢ o -Z wz K ro c M J Qo ¢ m w� m o° aw �� ,z a o C/5 T a < W 0 a Z N F ip s a w< >O .0o > cfl LO LO m m Q cu 0 N o o C:)ci, '� o J m m >' O LO r QI *-1 4—+ 0 � N N 0 r .d- m 0-) LO r LO L r N E T N CD o z M Z E (n cu d Ecu U � Q p JOB NO: 23-06139 SCALE : AS NOTED SHEET NO. C S 3 -v x r L0 LO L v c� P 0 J cn 0 I i a L0 E v N 0 0 0 J rn 0 I N M N 0 0 1 L0 L v r) Q th O a CD E 0 0 0 c J 0 0 V J 0 0 a 0 d 0 �i 0 0 0 Q Z w a m 0 55'- A VERIF METER LOCATION WITH BUILDER I i 78 6" DP: 6"D ____ R&S ---- wp- VERIFY LOCATION r--^--------- 76 LINEN I W.H. `" ELECTRICAL PANEL I I I K TYP @ - - I � S4 GARAGE I OWNER'S SUITE 0� BAT o r"t W.I.C. 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION j I j I j I OPENING v 8 0 CLG. TB CD $'-0°;CLG: - - 8'-0" CLG. MIS I I WHEN REQUIRED PER FBC I I I CARPET co TILE CARPET 2 CAR _� � I 1 T-8" c? -- __ - r 3 rp T-8" L .GARAGE 8 -0' CLG. sr. 20' Og I I I L5,d 7g I O6 MO w -- , it 5 3 - - 2 $2 r n 3 2668 I I I I 0 I I 2868 ? .10 HANSON I I o I I o BOX @ 36" I I EDGE OF SLAB 2" BEYOND WALLS - - - - A.F.F. I O= I I 60"x36" - _ . __.__ __ _ DRYER VENT S3 I w I I N SHOWER THRU ROO I > O I 00 I (3) 2x4 #2 SPF w/ FIBERGLASS "v1 - - 1� o III II DTT2Z BASE URROU cn -- I 11 I III o' TP� TYP @ 1 STORY a I 4' 0" PT. W o OPT. D iU� I A S3 IlXI NOTE: FINISHEDmonamummm I I L A t 1 lJ �I WALLS TO BE I I 7 F Ile is AHU 8`-0"ClG � I FLUSH. VERIFY IN FIELD-- I I I I- - ti TILE 1�0 K C (3) 2x4 #2 SPF w/ 3 (P_�S3 28138 DTT2Z @ BASE FAMILY R M R.A.G. O ^ 2.12 VAULTED CLG.` 9'-4" CLG. `~ CARPET FOYER Fo 3068 9'-4" CLG. A ENTRY 23'-8" in 3'-10" T 8" 10'_108r' _ TILE 6 78 4r 4 8'-0" CLG. I HDR AT 7 4" { I i _ --------- R&S _ _ _ _ _ ^ 2668 co 2668 r �� - r R&S ------------ 4'-0" 11'-7$" 6'-10" i� 4'-7" 8'-8" N 5' 4" °' 14'-6" 5' 4" "' I cv 7 6 5068 B.F. 4068 B.F. OPT. - I o ', - o I o - ------ -- - REF. - ---r- BEDROOM 2 � =a U)CI Z �s W `'°� r) T PATIO CAFE ,� o - _ =----___--==�� - o - N �� T - $ -- Cn _W A O �___� 8'-0"CLG. BEDROOM 3 J- _BA BEDROOM 4 �w �C VAULT. CLG. �� D W o 0o a i CARPET rr I H I 8'-0" CLG. 00 CARPET NFU r 3 24 B 3 - -- I I = e 8 -0 CLG. CARPET I - g 0 CLG. r~ CARPET cc) Oo i N> U pISP SIN K w/ I TILE 2" r 2 -2" 2, I 10'-4" r 1 10'-42" 2 4, VAULT- C LG...__ I TP I T14E - ( �� PANTY T m TB TYP 1 ■ RANGE--- `4 -_ _ 8'-0, �� STORY M AC PAD 36 FLAT CL Mw . rn_ cm I I FIBERGLASS A as i - - - - - 0 O ---i� - - I I SURROUND ° M � H S3 _7 16" DEEP I X 1-111111111011110141 ill 100 ill 1, 11111111 111 ill 1111 n H B EGRESS EGRESS O S3 O 10 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 184X37J S.H. 14 20 X 50 J 1812 X 50 S.H. 15 20X63 18JX624 S.H. 16 20X72 18JX71J S.H. 1H2 271/4X26 26X25 S.H. 11-13 271/4X38 26x37 S.H. 1 H4 27 J X 501 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 371X26 367'X251/2 S.H. 23 37 1 X 38 J 36 � X 37 3/4 S. H. 24 37 1 X 50 J 36 7 X 50 S.H. 25 37 J X 63 3621 X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 521 X 371 S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. DTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN 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 classi duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. MMMOMMEMMEMM TYP. 2x FRAME WALL 11111111111111 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED - EXT FRAME 2 x 6 R-19 KRAFT FACED ELEVA1 CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %11=1 r-Orr (GARAGE / LIVING) e•a N r0 C`V o W c 19 U N x cc fn Cn Q f� $ r. eV E g = d = ¢ 3 � c E ro C, a � ��,�bq�titlC@88fffd�'p�B � f To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 112 1.3 _ W vY , v�pANA& Pa- O £- OO N U WIN 0 o c co n co n r� N M V C J w � Jti11 a w - 2 a Y Z •% ° L f6 OV'. eF w 0 0 ' W U5 co w Z IL N Q J � M Z aN N O U U O Z W z N M 00 W N z o � Q J ^' M c V! �N U o W U OLU �N fa ~- U E I U 'o y • C M® cfl M J ¢ w z � C E fl- p E U �o Qa wz o < z o oa F_ M CL 20 00 o E p< ao g< �z O � <o = Y m� Z J 3 a" 0 gz go son MEN T C> oLL az N _ m dLL ~ & �3 w¢ �O o M V a = °U zl¢ .N Q >� ^ L LO Q ca CL C:)0 C O T U o J N m >, o LO QI U- M N r m Lid T r 0) � r E c N y Z M z =3 E a @ a E . U _J¢ -6 a> 0 c � JOB NO: 23-06139 SCALE : AS NOTED SHEET NO. 1 v 3 S rn X) v N N CO 0 J M CD O I IM _ tr Q7 l0 O C) 0 0 J O) I2 CD 0 I N CV L0 Ci In In v O 3 r Q M O / 0 D_ E CD v J D v J N O 0 0 it M 0 r\ LO U 0 d 0 Z W Q m ,o 0 VARIES, 2" LESS THAN CABINETS BELOW U) w Q MEDICINE CABINET � O~ O~ U Q L Q C)> CV > M N M CY) tt M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET 00 TOILET PAPER HOLDER CE N FIN. FLR. KITCHEN O 60 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o 0 VALVES w C)= 1 C° S, SOAP 60 0 DISH U I I I 1 C) co M 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN O F- BATH 2 O M I f 4 MIRROR OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER I le 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE 0 LL LO 0- 2x } Ln 00 FRAMING `- M Cfl 1 /2" GYP C? BOARD — FIN. FLR. r . 2x P.T. SHELVING CABINETS - LC rLH I I✓- ISLAND COUNTER SCALE: 1 /2"=1'-0" � O CV N FIN. FLR. CABINET BLOCKING SCALE: 1 /2"=1'-0" ,o c.n 0 -o �P O C C, C14 LL- N O Cq � Q N E= = c i Cv Li c E � p ej �aAfyl�k:'si3fke. S E • ."m •� �..�a j qbV w . t F L C" 19 A� , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W e V 8 §iU11 N A N r0 LL y # M LL w c �q In Z CO LL d Co C (n o ?� W _ O 0 W U) W O J N M Q J H �4 O U U fn ❑ ❑ M � z N M O O r Q � CZ � v0 LL u 0 LU Y �. U c w — J o i z> I I V O N Q 0 a� w U =o g wz zo on p E pro a ¢ =�z o 4 Qo mo z m �¢ oYz Nm oLL �z 15 * C" F o< 2 ' z go T }, m `� o w d° -Iro�< '0' NO > c0 LO LO ca F— L. CV co 3 0 0 O T U O .o m L0IMF T Q O U- M I L) N r m \ n LO T r � L0r N .� 3 N (� p Z m E T C U J Q 0 J JOB NO: 23-06139 SCALE : AS NOTED SHEET NO. 2 3 S rn u7 v tn� O Q N O O J M O I M Q LO WE 0 C- O J th to O I N M N LO rt) O b Ln 12 5� HEEL 12 o 5 F4 T.O.M. HDR HGT. TEXTURED o CEMENTICIOUS 9 FINISH ON C.M.U. (TYP.) co 12 5� :3b 311 F. F L. ----t ----- = ------------------- 24'x63" N 14'-0" RIDGE VENT 12 7�5 SHINGLE OR TILE ROOF PER r COMMUNITY SPECS -INSTALLED PER MANUFACTURERS SPECIFICATIONS 1' 0" - ------------------------------- -- - WA 3068 16070 OVERHEAD DOOR FRONT ELEVATION - Al 12 �5 1 V-0" RIDGE VENT SHINGLE OR TILE ROOF PER 4'-0" RIDGE VENT COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" — _ T.O.M. HDR HGT. 01 6" FASCIA (TYP) TEXTURED _ CEMENTICIOUS 00 FINISH ON C.M.U. co (TYP.) F.FL. 11 REV. 09.24.21 en C% 0 0 d y w co L O .yam AO.. C M C, N -= m ?'< = 4' 6 N fC N -= CV S N O Cc Q N ?�2 C7 9 C C' C1 � 0: CU G E Cl- fj a.. ot�\niieFo�{ifi€a � Zip, r ; .��0 O�� F� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E G al N u' N 7 LO N 9) Qj (M C _I QJ to L - LL W d Z W a L y O 0 O W N Z Z Cr m Q J cNn NLL Q Z O 0 01 O U W ❑ ❑ M z N M O O z N z n Q ? J r M ^t/1' z `o W W � � 2 w U O N w o uMs v C J z®w III. JI''�r EIS U O N 0 N r co O M J 0, w w z g ce E CD-- E= V 0 O wz <o Z 0 oa I— tO 00 E CQ9 (� �a °< 4 W Z L Wz coC ¢ o i z O -2 w i m O O ?a� J o>Z F a� <O W T y O az y w m O - z h O Y 4 ui U tt O Y � M V O z Q a ti O - U 0 CD e >(,o rr L'^ J rn m QCU Ncc _ O O� CT ° O Y ,-- Y c> J U) N >, o LO Q I U CN O O 0 N m Lin T � M 3 CN Z Z r y Eca a- v -1 a o JOB NO : 23-06139 SCALE : AS NOTED SHEET NO. 3.1 3 x 'd- rn LO LO v 0 CJ� y.J N - 15, 01) r� ZTE LL0 L8 i v V) O 0 J M cD O I M / M N L0 0 0 Ln V a c N O d E r-v N E O x 0 v c CD CL 0 0 N O Ln ai 0 1-0 N O n LLC ai 0 0 . W 0 Z L.L.r Q m C a TnM '-0" 1— -------- 1 V-0" RIDGE VENT EXTENDED OVERHANG TO TO; } BE CENTERED -Nl Ai- ¢L+�,>F,'r,"--i`x,`��rt•�5 ,�, f S `'CC �Y�y+X .3X` ' DOOR ' pl"{, `e"u� rON "-'�?' TEXTURED kt. '4✓.»,,.�„yb z""J.'fih aar.vys sf�r�-r�sJ (+'';1}' A� ,�3'�T45"f5 �'U�CEMENTICIOUS FINISH ON C.M.U. 12 5 REAR ELEVATION - Al SCALE: 1 /4"=1'-0" 14'-0" RIDGE VENT 12 -- - b T2 SHINGLE OR TILE ROOF PER __ �5 COMMUNITY SPECS - INSTALLED PER -- - - _-_ -- _, MANUFACTURERS SPECIFICATIONS _ - -- - - 4'-0" RIDGE VENT - _ M. T.O.M. -- - - _� � - -- — - - — - -- --- - _— _ - - • - - --- - -- -- -- HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — V-0" TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. CEMENTICIOUS 3'-0" (TYP.) FINISH ON C.M.U. F.FL.---------------------- RIGHT ELEVATION - Al SCALE: 1 /4"=1'-0" REV. 09.24.21 c m := + = - o f0 C.J N � C L.L 0. N e� f0 G9 a N CV N C .. N C a. y 6f .>Q ®7 C Q6 O 63 Uj _ 0 L ............ 0FESSIO4 �•a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M W Q v E o o �♦ 9 F�iYI 0 N � W I •0•�• to to � C, M Q � m � � W W W M U a Z - a a Y m c � vs C 0 W O @ N O W U)Z °' � CY) Z N O U U O W El Z N M O � z N Q Q —i � M Z �-1 W 0 o w � 0 w L in (6 1— U C u� U t _L- N U o N C W Q ®= Ila m ti O CO 0Q w Z U_ EE o V zo w YM Z® oa H r0 2� 0o o� < Ioa i ¢z W o W w a <o 3Q O U m� o0 Z — N m J i O F Y Z < W �m �w z 0 u C13 > 3 � m z n w H z _ O � Y < ¢ O d T S M v o it zl d F- o— .-0 O > c0 t^ L / rn C7 H i _N o 0 O Y U m ;LO Q }, O IL M I � N r LO T r Li Lill E C N ZN CU Z Ecc c d E U _j Q JOB NO: 23-06139 SCALE : AS NOTED SHEET NO. 3.2 Q pn r LLL i v o- cn 8 O J Q) M E O 1 M x iY 1.0 LO `v o- 0 J O) c0 1 M N L0 0 L0 0 / L0 Ln >U 0 C Cr 0 6 M i 0- �C C 0 CD v CD i d.: 0 v 0 a> LZ N N L0 0 0 CL 0 r Lc� ai 0 d Z Z W Q m v 211 1 2" N 00 C° VARIES *NOTE: FOAM TO BE USED ONLY WHEN h REQUIRED Y COMMUNITY SPECS. IF NOT, J DETAIL TO BE 1" 2" OPENING VARIES 2" 2- 1'-10" r^ iv 1z" CAP 1" RADIUS--"'Cl' 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1'-54" = M CAP c� - CV BUILT W/ STUCCO. EDGE OF OPENING O 17 1/2" RADIUS 1" 4" 22„ 2 VARIES VARIES VARIES VARIES MIS SIN rTN 1 _p 1' 4" 1 1/2" RADIUS 4 31,, „ 4 Mla 4„ 42, MIS N Tco �„ T 3„ 3„ 4 4 2" I�`�Ij VARIES 12 2 2 SIN M 3z" 11" 32" 1" 1" 1,_8" 1" 2 1/2" RADIUS BASE T CO • N BASE 3" 4 / • rN 4" 12 , *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENINGNG 2" I`--r`� �N _U 6 1'-6" 1" 1'-4" I 1" I ' co `r 24° • � Mimi ' O (V 1-1/2" THICK 1-1/2" THICK 101,�m 21" 4 e `IV � d• �t 10" N _ TIC - =11N rl 3.. 4 / 2" 4„ 3" 6" 2„ cn w cn w 1-1/2" THICK — 31" 2,' 4 rN r c� 2'-4" 52" 1 � 5„ 52' Qo IN 1, 4„ 3„ N r 5111 4 4" 1" 12 VARIES VARIES 2" w 22, VARIES VARIES 4„ 8„ r--------- _ cv N i oo `° i 'Qg•, CO z 3oo 3. pA �1' �QiL 2' 44' KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 OPTIONAL 3 3" 3 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. 6" 4" co R�l41„ ' VARIES • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FOAM/ EPS MATERIAL IS ACCEPTED 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14" 1'-64" 14, 12' 54 2'-1 " 1'-12' 54 1'-4" r oo f 1 " �t 3'-8" 4" 3'-0" 4" 101, 1'-4" 101, 0 7N iv (V 1" 1 � - - C iv fl CV �o M M r • N rIN O 1' 1" 1" GENERAL NOTES: M � - • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH e•� c� c CN9 c+11) a CL)Cz w T2 o Q � N • � c CD V S eas M a, cL) QD ce � u M CV 0 CV t1') 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 Engineer's signature and seal. Ufa fi N 4 o E O CM 8 CN 0 V 0ow Al m N r m yy N O {� ell YI a LL 33 d 3 J JLLL:3 ` a w Z _ (6 C O N p 4 W 0 N 4' W o 0O' o m w LL J N U O a .L _ W � ❑ ❑ (i n z 0 00 ,35 N Z o Q v UM N V C4 0 w � O � w o CL ua. E 'j" U) N Qco o M w z LL � E fl O Co UCo Zo o� w? gN z© oa F— r6 20 0o CDo �� 10a °¢ F- wwz 0 CID a 3 < 10U m0 o 0 ZF z J m a w c� Z z0 Wo ,0 a° m M Jw �� S V O ¢ O- 0 U 0 O = �r CO LO LO rn m Q (� co O � O � � o J NO m ' O O r QI LL cM L) N r m ` LO T r L0 r E c N Z Z E r ( c a E U Q p JOB NO: 23-06139 SCALE : AS NOTED SHEET N0. F 1 Ill fil I - -- 3 v x rn L0 `v C cnCr 0 Q CV O 0 J CS) M CD 0 I t� i Q rn In v C CP/) O a N 0 J rh C) 0 I N tG 1_0 Cr rC 0 3 Q M 0 a N E 0 x 0 0 v 0 J N N C' 0 0 a 0 to v 0 U w 0 to �m <n ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 10 914 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 10 #6 to HVAC METER MAIN Oyl 50=2/0 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL I. 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 PE�PG.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 6. �>4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e--, TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL / DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (✓ T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT VI1211 AV PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER LJCUI 1 CV RCV Cr- 1 P1l1LG FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIF LOCA' L21 III r METER )N WITH ELECTRICAL PLAN — ELEV—Al SCALE: %4"=1'-0" R.31 �r <VI G Syr' O y W G CCv� i ci C } G 4L d N Iu O R Ev co Xtj w �- tj s� M C14 0 CV M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W sG W l Q pp O M U CO O N N r ` C to C ik 4% W N fn�r�D u. W a rL Q �aNiC � w c LL LL a Y C7 13 co11 U) � 0 — a rn —ci Z W' _ O m C _of O C.,L-� W j tII N O m � Q �g� m °' °' W Z J Z OD O a' O w U N CO Q FC- Z O U ❑❑❑ W al 0 N M O � Z W NN Z O Q Q J a M c W (7 O �c� w � Um O N w o in, �V) (a LLJ U o N t~ <n s o J � w m c7 J o G `L L _ z T N O- �0 z B tt6 ro b C o p a 00 p< q C 'o z a t wo C/D M i� ao w� m o, co J} maw n ¢ 2 z ao W (1� > 3 o �w sr I� 0 � Jw w ¢ oIQ E0 } a� � 3 °O L.L > CD �1/ ' �,j , rn m Q 0 N �i coS T Q O O 0 J CN W m O L,1 }� Q UL co I0 U N r 00 I— Ir- Ln r < r E N CO 6 Z cc z E r to m C a E v Q o -1 JOB NO: 23-06139 SCALE : AS NOTED SHEET NO. 4 l l..- _. _ . 1.1, 1.1.1— IN;,.:ILI:-- 11.11.1 e.IBiIIS!IIi led .N .IS '>., iH. I:_I ,. 01 3 S Q rn L0 Lo 7 Q Cn 0 O Q S O O J M ca O I M S Q CT LO LO Cr C C 0 O J O) M CD O I M / M N L0 O LO O LO 2 0 Cr U) v+ C O 3 H Q M / d O S `v c J d C 0 v J LZ N O CC 0 0 it M 0 r� Lo 0 0 d 0 Z W Q > CY 1 � ROOF PLAN - ELEV-Al_ SCALE: %4"=V-0" c _ -o w > LU � o s i Cj as o cc � c m 2 N � O L CU z w C= CU _� z war w a s a> Cx 3 ca w w s CEO Lt A c E � O CL U O ,u • ._.-' Q s r� e rah,. rw : U %A � , A• FL aia, oa' [ i✓ ,� w To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ; mg %visgaNi „fir o co 8 O 0 N y U y 0 N n MR { ® CO N y� a r-- # Nco qS J u' a- 3 LJL �- 5Z W `i'Pki L (4 � z f m $ O m O 02r— m W w ;t m z J e� N :.._ O U ¢ z U rn Z N M O � Z N Z o � d � o 1 ' cl7 LL � m L U 0 w Lr Y (n t— U c — N 8 L tail Y o � w M M � O Z G � U_ 20 Tm Z Q p U Q w� z© oa 00 o E ¢ Q 0 0z CD i az woo �w C/.) fa C ¢o 3a m� o ~oZw m J p U v'm ¢w Z z �o az C7 � O 6 w > V zlas ¢ .y O Ln ' / L0 D m N �\ CU � F-,co N_ O Q � U)o J NO m LO O � Q co LL 0 I � N r 0-) LO T r r � Lf) N E T C: N O Z z N E T c m v U 0 c d Q JOB NO: 23-06139 SCALE : AS NOTED SHEET NO. 5 3 LO rn v o- 0 Q N 0 0 J M cG 0 I i _ rr Q rn L0 L0 v Cr 0 0 J M C I N / M N L0 O LO / X) v O c C, 3 U Q N C� v a E O _ v c J C 0 0 0 J N t7 N O r\ 0 0 a N 0 L8 ci 0 d 0 Z Q z W W Q Q m v G c a V-6" 5'- u TYP @ 1 STORY U.N.O. A S3 ME VERIF METER LOCATION WITH BUILD R 15'-0" t H.B. -T: VERIFY LOCATION711 ; I-- 2 12 i �..� ELECTRICAL PANEL VERTICALS w/n4'-0"' BUILDER TO PROVIDE FILLED CELL I 0'_01. ; ; 1 : ; I • ' 2'-6" APPLIANCE PROTECTION ■ I ; ; ; ; I : ; WHEN REQUIRED PER FBC 35" 20'-6" K o I J � I T I; S3 r S3 CV 2'-74 4'-9" 4'-10" I 'CJ' ' ' I EDGE OF SLAB 2" o ■ I CJ ; ; ; ; BEYOND WALL CJ - - - - - - 4 5' 3" 1'-10" 3'-6" II T A------- : f.:................. - ----------- u (2) #5 REBAR I I (- I I 1 I — `r " -It VERTICALS w/ in VERTICALS I I OPT. VVI I I OPT, D 1/2" I ih CELL • I 2'-6"x2'-6"1'-0" FTG G W/ (3) #5 E.W. I•: r 1 �X_._ J ; I L-11 J � - - - - J IL - - - -3 - I 3'-5" SLOPE (2) #5 REBAR 2-6" x 2'-6" x 1'-0" N AHU / In I VETICALCC W/ (3) #5'S E.W. TYP @ 1 STORY I I FILLED CESL U.N.O. A S3 ici K I - � CJ I _ / -� -10a�..2 za � ... ... s� ' 95zia, -.. - - - '- '- '- — ■■ 4'-4" 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. 3-1/2" MIN 3000 PSI CONIC./ �r S3 co in INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO / / PROVIDE Y2" x 9 Y2" SLOPE I (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / i / RECESS FOR FRT.POOR VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSk66NC TOP OF CONC./ PAVER 0 BE 4'-0" I 4'-4" It 4'-6" 1 FILLED CELL I TYP @ ALL PLACES SHOWN SLAB OVER 6 IV (,VISQUEEN 0'-0" 4" BELOW FIN. FLR. ■ ` .....:: " : ■ IN HOOKED FTG. DOWELS 5" EMBED I VAPOR BAF /EA I ..::::: . ............ ' W/ 25" EXT. ABOVE SLAB "GRADE 40 // : .: : ::... : .:::: : : : ::::::::. . .............IN .......... . STEEL" -----,----- 4'-0" 16'-10" 12'-10" o STEPS AS // I / i �t REQUIRED PER FIELD I / / / / KITCHEN ISLAND / / I i LOW WALLS nr--i;, III I• • III .... .................. iCj:. 10'-104' ; ; I CONDITIONS - I:: �j-j C CJ REF. -L-CJ CJAV_ ■ PROVIDE 1 %" RECESS �// �E - ==- �_ -------- -'- --- L' - - = - - = CHASE TO ISLAND ; ; I ; 7 �lI it " TYP @ 1 / L FOR SGD. REFER TO / r �� III / t I STORY U.N.O. 1v OP L S3 I I MASON'S SLOPE FOR I I WIDTH Ilr I D.W. 1111 II r-) III :: o=� :• 11 t :: Ilj oP A `' LO 0 - v I M LL_—_--jL�JLJJ-- 1 S3 S3 SINK / DISP ; : { t Cl) ' I 31/2" _ / �/ I i/ 6-" 2'-9-4. 6-10• 1 r {t 0'-0' I IN ■' / / 1 •I .. i �HVACCHASE-------� t{ I .. `� III o t M o i/ BASED ON LOCATION M J. —. .. .. .. ' e : r e r r r r r r r r r r r r r `:. •. ■ :. ...�>/-`: ■ « .. ■ » ■ ■. ■. ■. ■ I H.B+ 5'-4" 1'-9$" L 3' TYP @ 1 STORY U.N.O. A S3 2-1064 �. 5'-1164" in 5'-4" 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 --�-)LF z w cn a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" FOUNDATION PLAN - ELEV-Al #5 CONTINUOUS REINF. SEE FIND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: ' The reinf. bars shall be cont. around corner by cold vv v,. •r r ar bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C1%j c o C%jcwz c g w a - ao o � c m 11 CIS y o N � y-* d W fl C wsr ' E c 3 co c y S •� c E m v a � w rr `A rn U �33 S:%IO� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. '+" W H a CDm g E�" 0 N N 0,- coo N ao y r' 4f. rs a NU LL w o z _j a o "-' Ca O W :3 0-1 e5w y i. Go J LLU) N Z Q F fIL M,Z M 0 V v Cn '." :: W ❑❑ M V z o g N M o Z m N z 13 d N r M z �N 0 (� � v w w 0 �NR ,,, o Y ri 0" (V s— o- U o z C CD va0 0 N m O M 0,i W ZZZ Q __ o p E V co0. - oo Q� ?e oa o o E Co L T z w 0 °a z K W -QvJ �� m N J <om� m aw � � ¢°" ofo �z m � 0< z w Tr o wa �0 a v oQ 0 3 O N > 0 '^ L , LO CD N M /1 N 0 o d- J o LO r Q � O IL M 04 M I O O T-M 04 (� LO Q r r LO Lr) E c N C0 6 Z Z E r N cc o U _j Q p JOB NO: 23-06139 SCALE : AS NOTED SHEET NO. 6 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 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: Y6" EXP. 1 (2%) or t%32" EXP. 1 R16) TILE: t%32" EXP. 1 (3y6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%z" 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. TVr] Inn v+ 3 -d- rn LO LO N 0 Q 0 J M O I Ih x rn LO LO a� v v v N 0 .o N -d- O O J Q) M CO O N N LO 0 u LO In En v 0 v+ c Y O 3 U Q CV 0 a E v 0 a) E 0 x v c c N J C O v v 0 W Lam. M N O N r� N O 0 O d rn N O N ZZ- 0 N0 W QZ Z W Z m S N O N a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 1 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2"' HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w'/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S *FASTEN EACH (B)' POINT SHOWN ON - TRUSS TO THE TOF INTERSECTING POI NAILS. FASTEN BO THE SAME SPECIFII IN LIEU OF PREFAB LUMBER (LAID FLAI FOR HIP PLANING T STICK FRAMING SP INTERSECTIONS. SI TO BE STAGGEREC FRAMING SPLICING MINIMUM LENGTH ( NOTE 1 (2) - 12d TOI BELOW, TY DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 0 0 ua = 6L N C CO C'V N ® Y W a c CD 1-0 w as � c � c � o I e � P Lj 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. 1 ! r ' ^-5045 ~' W E Cm, cc C, s ® C0 W r at 1- r a Lcc M vul O LL N J LL M LJL LL d J a `- a Y 13LFe l kt.: 1� z j t M"_ p�j fY*, s (p ('4CO p `1 t WO W rn�°'°' m w o J N 9 O U GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . O Safe vertical load + Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS ELM- 0 MM 0000 FORM & GROUT SOLID o ? W �U O5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. on 10 00 no on EmrW-fil 1 TYPE DESIGNATION #5REBAR MIN. AT (1) REQ'D ALTERNATE POWERS F =FILLED WITH GROUT /U=UNFILLED R = RECESSED CLEAR STEEL LINTEL a ° QTY. OF #5 �d REBAR @ BOTTOM OF LINTEL CAVITY 9 #5 REBAR AT TOP ¢ w a° a MIN. (1) REQ'D— 1-112" CLEAR 8F16- B/1T = z ° n b0_ - L6 z n a GROUT tNOMINAL.QUANTITY — OFt 5 REBAR AT a - z C.M.U. WIDTH #5 REBAR AT o O BOTTOM OF F W a- m — TOP o LINTEL CAVITY o Lu 0 rn w NOMINAL -—BOTTOM O uJ U O Z HEIGHT REINFORCING PROVIDED IN ¢ ¢ C7 z �= o w n 7-5/8"ACTUAL LINTEL ¢ =' d � cNo #5 REBAR AT BOTTC 8" NOMINAL WIDTH (VARIES) t~n a 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/ 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60, 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 g g pp p 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" M QV - CC= c a � � o Cm. 01i C CC U CV 3 U:� a c to N cz W � `-4 ¢ , cv F •• c Ot pit . 02 m u � .� cn c � � o cli FIL O��at0e *te. riPar • i� fs�Jdj't3dB��Rki1Ak��``' To the best of the Engineer 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4,y.. " , W E 0 0 C) O N a O ., W N 0 D a� 05 NM O i xk ry , N52 � C: J JLL3 a a - -o Y L O � .m N O O t.' W in�4j6' m w J on d Z_ ,N Z ¢ — N M ¢ K O Z O U 6 C-) M W 17711771 Z N th 0 00 <C n M l^/), Z a W o LL 4-1 U3 w w m U w o Ul) ry ti cn MOIL (6 U v w m � E ID U o e o w My M J ¢ 09 Z G L.L Ca � CZ O E U y zo O OLL wz Z N < N Z® ❑a r@ CL �o 00 O E C0 ¢ az p ¢ .1 t w o W. C" L ¢ O U m O 1 oLL Z a W � mw to o M w oQ r ai� .s a > CO LO LO m <C N_ :3 o � O � o J CN �Y W lb LO Q O U_ M O r co N m \ LO r 0) T L0 E E CD c N o Z CU Z E T- rn m € CU a- o 0 � Q o JOB NO: 23-06139 SCALE : AS NOTED SHEET NO. 8 L 1 1 1 1 i i - I - — -- Cn LO V) 0 C) PO 00 LO L0 =3 U, C) (7) �2 C I D L0 C� U') CD Ln L0 -0 a =3 C'4 E E 0 0 9 -2 LZ C'4 C) 04 rn C'sl CD C-4 Lo hs im V) 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 PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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 (1 524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FI LL-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 ± IMM 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 CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE t 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1,1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCIF 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9� SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UN DER 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. - NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF ILL TOTAL DL + FLOOR ILL + 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. T 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: 5WAIIIII 3" 2" 1 Y2" X " CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-l-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W1 MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE if 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 4.4.12 ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIITPI 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 ", 1 Od = 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'SBOLTS 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 Flb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICAT10N 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 1557-02EO1 TERMITE PROTECTION m 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-13" away from the building side walls. 3. Irrigation/s grinkler systems including all risers and -0" of the building side wall. spray hea s shall not be installed within 1' 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 subse nurenat installation of trags, etc., shall be made with permanent metal or plastic forms. m nent forms must 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 - Cjncrete overpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be aglied under all exterior concrete or grade within V-0" of the structure sidewa is. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will -be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS INDOWS 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.0 GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 16x7 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. KIr)TC:- IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 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 Y8". 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. M) CIQ C= C" C5 tj CL. C-1) on >.c Ll- 0- C-4 cz co C, Z, cc rm 1E 0 vv 0v �X V_ CN11. �0 F To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fi 001001,11 1 WNN, 0 N W h"tP I- ZU� fw, OT E CD M fl, 1 N, il"fff Uj 0 C4 2- oo R .5 - h9ly n, �,y o (0 04 0 LL CY) '! g�g C: _j LL LL M LL - a. ui two 's Z EL S2 M C - 0 W W D 04 0 0 P-- C, C� M 0 U) ce) Z Z b 0<� 00 0 U) W (D fz- 0 < (D 4-) F5 C/:, LU L Q U ) 0 V) un LLJ 0!� U) MM E 0 ci, U) < 0 Z Ctf E E cu Z - Z Z 1`__ ra CD E to ra I> no < ") . 00 0 < - . - Z t 'o Z .0 ra -CT C: 2! M < 0 0 Z W < 01 0 W co M < Wj Cl> 0 C:) U-) V) F- (N 07 0 0 C:) U U) -2 M CO L0 < +_j +_j 0 0 U_ -Id 04 0) L) C:) c) cc 04 00 < T_ LO L0 E C CN (D 6 Z CU Z E E aj CL 0 0 M _j JOB NO 23-06139 SCALE : AS NOTED SHEETNO. SN 01 3-- _C! LO LO 311 0 :;2 t2 (0 C) 11 C'4 LID LO 9 M �2 co C� 1`1 1 -) 5�_ LO LO J21 51q E E F 0 0- M 9 .2 0 CN C> C14 LO 6 tv _Z� ZZ LO C� LU > THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING ........ .......... ... ...... .. 4. 14...,.�..., ......... ....... ....... ..... ....... ...... 16GAxl-1\2" LONG (3/4%1" CROWN) ........... ............ F. 16GAxl-1/2" LONG (3/4%11" STAPLES @ 6" O.C. VERT BETWEEN CRO STUDS (NOTED THUS:—) - OFFSET WN) 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** 101 -Off TANK -LESS W/H CORNER OF % HOME H C G GARAGE SIDE 000 51-011 < 0 STUB -OUT FOR =1 b 0 GAS METER 0 9 0 MEASUREMENTS ARE FROM FINISHED FLOOR OFF ROUGH -IN GAS TO RIGHT (ALWAYS) - 12' -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" GAS CONNECTION DETAIL 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. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. W-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. 6-11 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. (2) 16d TOENAILS 2-1 X 10" @ 24" 0. C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS [**T7OENA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUT IL HERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIeJoist 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 2x + 5/8" or 3/4" wood panel 902.0 2 x lumber Double 2 x lumber FILL CELL U) UJI STD. 90' CONT. #5 i HOOK BAR STD. 900 HOOK BONDBEAM SIMPSC w/ (22) - NAILS I CONT. #5 BAR #5 CONT. 5/8"0 THRU BOLT FROM FOUNDATION TO HIGHEST ___1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. 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. 2" min. 1/8" min. Small gap 2" max " . max. _J�y Clinch nails when possible 1) Support back of web during nailing to prevent damage to 7 1/1 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/PIywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 6- 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 j/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0 require additional w wall or beam below.* k consideration. Check local building code for appropriate k6 details in One 1 Od box areas=20 of high or=20 sinler lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or ulam Beam GI NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap . BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall Use 3" (1 Od) nails at 6" o.c. Required on interior walls for vertical load transfer when load bearing - for lateral support when joists Load bearing walls meet over wall, or wall stacks directly over wall or _tz Web Stiffener Fastener Schedule Joist Bearin tion Series Depth I End intermediate BCI 5000e 9-1/21, 2-8d 2-8d 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000slo BC16500su' -1/2" -7/8" 2-8d 2-8d L 2-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60so 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d —6-8d BCl 90so -718" 3-16d 3-16d 5-16d 5-16d 16d 6-16d SIMPSC wl (22) - NAILS 1 R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS 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 13/4" minimum bearing for each, I -Joist can be offset A up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET 'oc 21 Whe 13/4 Provide adequate bearing Use 1 Odx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails quire additional consideration. SECTION INT. BRG. WALL re N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D NOCKOUT EXEMPTS) (see table below) D (see table below) 0-11 El T r% DO NOT CUT HOLES 6-7 6" BE CUT ANYWHERE IN LARGER THAN < CANTILEVER A %" ROUND HOLE MAY .70, ROUND IN THE WEB. PROVIDE AT I LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN Ni Milli- 10 10., Any 16"joist Span , , k1t) 8 V-9' V-1" V-Z' VZ' V-3' V-7 V-11" Z-4' 2-9' 3-0 3-7 12 I'-U' V-11" T-2' ll-2" V-3' V-9' 2-4' 2-11 " 3-7 4!-Z' 4!4,' 9-41" 16 I -a' T-11" V-7 V-2" 1!-7' 2'-5' 3�-Z' 3�40" 4-9' 6-7' 6-4' 7-2' 4-10" 6-111" 124 1 V-0" I V-11'" I V-Z' I T-T' 2!-S' 1 3W" 14-9' 1 8,4. 1 g-6. 10,-g. 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. 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 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1)/2" 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. N.T.S. JC A/C CHASE 4" PVC SLEEVE THRU STEM WALL co FINI$H GRADE Backerblock (112" wide min.) =1 I --I I J—_I I ]--I I 1--1 I 1-- 1111 Nail with 10- 1 Od nails. Install tight to top flange. 'A. SLEEVE THRU STEM 4 0 SEE PLAN FOR A FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" 1 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 stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height Web stiff ner as requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. GRADE — r—REINF. SEE PLAN (2) #5 RE BAR 'LA/C CHASE �4-PVC� SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 1 Od x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION 91 10A.5 X1 1 /2- 15# TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION .4 < 1��' 1 11'' J 1 1= M I 1=1 —III- I I r_z r= iT SEE FND. PLN. SIZE & REI 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENTERE PENETRATION -D @ PI�E PVC OR SCH40 SLEEVE PLUMBING LINE 4 SEE FIND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 4 . . . .< 1 4 4 J= Jil- - -a SEE FND. PLN. SIZE & REINF. C%J V, 2 zxc a_- (T3 Cz F_ 2; Z,,,Owlv� 'A' ...... cly FLU AD ........ Cb 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. A 1 cct, E CD 0 0 N - 0) 0 0 00 00 U�31 :P u, CN C) uJ 2' u_ M u_ z Y, 83� oz, z Mh IR 1% r- C5 cl), 00� 0 5'FUNF Co 09 W 112k, III IL 0 2 U) 00 0 W 0 L0 CO z < 0 '1 0 U) < do Ell I z W < U) V) C1 4-1 LU Dca UOL 0 V) LU E - . 0 . , U) CL ID W < 0 " M C=) co co z , < E < rd E 0< -�� C � 9' '0 0, Z, z aj �0 �z 8 8< 50 W co <0 M z Z�; mi �r 1 Z� I 0 0 T 0�: LO LO bi 0) T J C)_ qq- 07 0 C) U) 0 t L0 0 LL C') C:) C) CIO C'4 120 T T1_ co LO LO LO E .2 (0 z C13 z =3 E (n ca E 0 0 '10 ca < JOB NO 23-06139 SCALE AS NOTED SHEE T NO. SN 1 I F—I ------ I _TT_ T_L I-- _F_ L0 LO _j M CID ce: LO Cr C, -0 C" t2 C14 L0 CD L0 U,-j L0 0 C, Cn 04 CD 5�- CL E C', 0) E 0 04 In- 4; 16 im C'4 CD C, 1= L,j V) V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @ 16" O.C. W/ (2) 1 U-0" (R302.1 1) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 C�! w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM . . . . . . . . D7158-CLASS G or H, or ASTM D -CLASS F, IN 3161 1 F E-1 I I /RY I I:-- =I I III 111 :11' 12 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING (TYP') VARIES flEii I I- I I , . I- - Z T:y P 7.) CODE 7TH EDITION (2020) 8"'- 1-11 r III RESIDENTIAL ROOF SHEATHING - SEE INSULA DN LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G F1 FV VARIF,1;A4_"\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k I 5/8" OR 1/2" HIGH-` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL-J NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA - 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS - 8"x8"X1 6" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--J 1/2" GYPSUM WALLBOARD U. N. 0. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND W1.4XW1.4 VVWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE E = 00 6 MI L VAPOR co 7 BARRIER 4 COMP. SOIL. �2 (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4' (1 STORY) ON 3" CHAIRS TYP. STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" � �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS :37 0? 1-1 F SEE A/S3 OR J/S6 FOR REINF. INFO. T' MIN. CLEARANCE 1:�4" (1 STOR)") / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1 8" (2 STOR) ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 30 -rv/\F -T/r ::�- -�K ----\ -�� -, -4'+ -v-- -b;�d 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE STRE P� T N Y GT T B R L, IG AErEA 'X" @ Y P � BIT BLE ROOM SE CO (12) 10d NAILS x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" 0 S B (12) 10d NAILS U.N.O. )LT OC / SHEATHING REQ'D. FOR ALL x 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" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR 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 SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS x IF NOTED, THIS REFERS TO THE 2".x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. Y-10" OL (ALT: 1/2"xl 2" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A. F. F. O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH ELEV. 4-3 1/2" z 3 1/2" MIN. 3 1/2" MIN. /6 x 6 W1.4 x W1 .4 v '2 f- A. F. F. 2x4 CONT�Z U_ M21I., I...T 1=1 I� 112"(min) V CD z 1/2"(min.)- 4" C\1 00 00 Ti= z: n 7 -.).7 M, GARAGE DEPTH VARIES r3l'/ 2 (min.�l - 4"' 1/2"(min 4 z ILI 1117 (2)#5CONT U1.111 L -1 (2) #5 CONT. 4' 4" V-4" 8" 41' U. N. 0. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B� TYPICAL BEARING WALL @ STEP @ SHEARWALL (*�C� TYPICAL BEARING WALL @ STEP (*Cc� SCALE: 3/4"=V-0" �3 "SHEAR WALL" SCALE: 3/4"=V-0" S 3 ) SCALE: 3/4"=V-0" �, S3 ) 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W1 8d COMMON NAILS @ 4" O/C 2xS.P.F.S DS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. A - SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY \111, j;11\111 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" (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING ADDITIONAL INFORMATION 10'-0" (R302.1 1) SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FiOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLTINFO. 5/8"x6" "J" BOLTS BOLT 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE 5/8"DIA. EXPANSION BOLT @24 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 O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x3 1/4" TAPCONS X 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN, LAP] #5 REINFORCING x SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY FIBERMESH /< BOLTS 6" MAX FROM 6x6W1 4xW1A w/ (10) 1 Od NAILS BAR �/ Q C� = P.T. PLATE END OF 2" x PLATE WWF OR FIBERMESH 2x LLJ PER MFR INSTRUCTIONS X 0 F TYP. WEEP SCREED INSTALLED < LU I c) _7' #3 OR #4 REINFORCING BAR L) > ASSUMED FINISHED E GRADE 40 MIN. Fy= 4 X _j #3 & #4 LAP SPLICE O's X 0- [GRADE60MIN. =60ksi]] X 0 �GRADE FINISH GRADE cO 2 a- 9 MONO OR STEMWALL____.1 2E m 25" MIN. LAP [30" MIN. LAP] LI 1 1111 LU 7 FOOTING MONO SHOWN F_ '4 00 11 Uj 00 kL17 Ij; 'z FOR CLARITY 6 MIL VAPOR BAR I R LtT=l I I IJ7 -1 U) �j I E z - R 17/8" z #5 REINFORCING BAR P I-TE-1 I ��M_--' �2 #5 LAP SPLICE (2) #5 CONT.- NOTE: 36" MIN. LAP [36" MIN, LAP] ON 3" CHAIRS *FOR BEARING WALL C14 COMP. SOIL. (COMPACTED To A Hl- - - 8" 1141, 811 101, (TYP.) W/ UPLIFT ONLY i-I I In" IT- 95% MODIFIED PROCTOR ASTM 7", D1557) - �ILI F�_F fl 1 7 7 77 ..... .... .... ..... �--#6 REINFORCING BAR #5 STD. 90 HCOK 4" 1'4" #6 LAP SPLICE TVPIrAI IKITI=Plr)P PPAPIKIr, FRAME WALL TO C.M.U. WALL CONNECTION r D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-10" � �S3 SLAB INFORMATION. 6x6W1 ' 4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"---, GRADE 00 ::-111 lEil I F-I I 1=1 I 1=1 11;7-, -(1) #5 REBAR wl OPT. :NCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS 4 -9 1 4. 0? SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2"/ 1/2" FROM SLAB 01-01, CONT. BEAD SEALANT AIN INTERIOR 2X STU 4. -3 1/2" A.. A A GARAC 1/2" GY CONCRETE NAILS W 1 1/2" W/ DR EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM INSUL) PLATE TO CONCRETE ON FL (MIN. SHEAR 180# MIN. CONT. TENSION 120#) CONCRETE SLAB 6x6W WWF C 0? 6 MIL VAPOR QADDlr-:D :: - � - 11 - - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=V-0" �K rElk" i Iq 1111,11 SCALE: 3/4" 1`0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. REBAR DETAILS F WALL w/ UPLIFT G� SCALE: N.T.S. SCALE: 3/4"=V-0" ��3� RIES SEE PLAN 1 1/2" RECESS FOR x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) T1 WWF OR FIBERMESH 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO 4 S E PLAN FOR E x & LAYOUT DESIGN TOP OF BEAM NV SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL E BEAM SIZE & 41 CONNECTION INFO T. .4 /--2x4 P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 16' MIN 7/16" O.S.B. SHEATHING (n z 0 ATTACHED PER NAILING FOR REINF.1141 0. OPTION #1 uj SCHEDULE 1ARESI-N SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION * Uj SEE PLAN FOR STRUCTURAL (Q1 AR IMPOP&AATInM U-1 COLUMN SIZE AND BASE LU LU CONNECTION INFO. SLAB STEP & RECESS S.G.D. rm"'� SCALE: 3/4"=1'-0" DS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" E COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 PSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL YWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS To FOUNDATION PAD TION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. OOR PLAN U) SIZE VARIES PER PLAN BEAD SEALANT A= w/ MIN. (2) #5 VERTICALS 00 K FILLED SOLID (SEE PLAN FOR 1.4 x W1.4 U-1 SIZE AND REINFORCEMENT) Lu 0 R FIBERMESH LU U) BRICK PAVERS or SLAB PER z P: LU 0- LU LU 0 LU Cn 0 0 �-4 LU z < -A //,--COMMUNITY SPECS LL_ 1;2� � 0: FOOTING BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL ("'N� SCALE: N.TS. ��3 C= Cn CC Z, jc� E_ p :7. F: LO 'y 0 - 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 - Residentia I 7th Edition. Engineers signature and seal is only for the structur eng ne ring po ons o t a raw ng pages eanng Engineers signature and seal. U) W51- E AN A9111h 8 01 sn 0 00 C? gmw :3 f CY) "T Lu ILL CL z C� 0 W 0 0 0 U� M Z 04 < 0 z va W < ILI) v) 2! (D (1) Q 0 LU ) V) V) L= E 8 913 0 C', 0, z z U_ C6 E z< E Z. 0 Co 0 < '0 0, C M .2 >- z 1z 0 C) z 11 M <0 g ZI < 0 .2 C:) 0 C.0 LO LO < CU 0 0- (N j 0 CT 0 C:) U) CN M LO 0 < LL 0 0) 1 C) c) LO L0 E (0 0 M z E T_ E 0 0 0 JOB NO: 23-06139 SCALE : AS NOTED SHEET NO. S3 (MONO) Cr En :19 C=) �2 C=> L0 LO V) C14 CD C I :> C14 L0 C� L0 C=) LO L0 &V C, tn :19 C, -R:-- C-1 C'4 E E CL E C:> Lz: C> c14 C-4 CD Lo 45 16 in v) 12 ,��(Typ) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SEE TYPICAL WALL SECTION (2) 2x6 OR (2) 2x8 PRE-ENGINEERED WOOD TOP PLATE SEE VENT OR 2ND FLOOR 12 TRUSSES @ 24" O/C PLAN -Z(T Y P 7.) S UPLIFT CONNECTOR (SEE 1/2" MINIMUM CEMENT FINISH_,\\ ',--TYPICAL C.M.U. WALL EE ELEV. SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7/8" STUCCO FINISH PER ASTM SEE PLAN FOR HEADER 1/2" GYPSUM BOARD 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" C. 926 APPLY 3 LAYERS W/ CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER FOR CLEAN -OUT @ 8" O.C. OR 4d 2x DEADWOOD@ MID DRYWALL NAILS El v METAL LATH. FIRST 2 LAYERS POINT w/ (3) 12d -SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER MIN. EXTENSION FROM TONEAILS SPACED STEEL AND GROUT STEELAND GROUT DOUBLE2xTOP EVENLY EXTERIOR FACE OF BLOCK F1 1/8" THICK OVER WAT PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIMPSON SP2 wl (12) 10d FACE OF BLOCK WALL IS 2 1/4" F1 NAILS AT EACH STUD HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL 11 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING ---(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIE& O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION 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 S E S DOU BL Top PL 2x S Pj PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER I, S T. F",�STUD W/ (3) 10d NAI 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" OIC BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOC KING (TYP.) \-�00F 2x P.T. PLATE TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX F-MOISTURE W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT BARRIER - 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF DRAIN CL, DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET S FASTENED TO TRUSSES WITH 8d REQUIRE COMMON WIRE NAILS @ 4" O/C EXTERIOR-/ BOUNDARIES 6" O/C EDGES & 8" BLOCKING WALL O/C FIELD WALL CLEAN -OUT rA 2X4 PT STUDS @ 16" O.C. SCALE: N.T.S. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dxl 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS TYPICAL SECTION THRU WINDOW MASONRYLAYOUT UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. AND FILLED W1 GROUT KNOCK -OUT --- BLOCK W/ (1 ) 45 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 11 k 11 11 /-,Il 4 I � 4 -8" STD. 9CrH 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 T— NOTES: (D 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL-� LU 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM. RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB --8x8xl6 C.M.U. GARAGE DOOR RACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ZSEE PLAN FOR FOOTING POURED CONCRETE BASE FOR IBOTTOM OF MOUNTING E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL K� P� SHED FORWARD THIS DRAWING. SCALE: N.T.S. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. I It` �411�v4oldv 2x CRIPPLES @ ---' 16" 0. C. W/ (2) 12d TOENAILS TIB SIMPSON SP4 w/ (6) 1 Od x 1 112" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL--,---,-- W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/811 ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ""- ""' uu" kTHAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 0 0 DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING Top TOP 2 ROWS 10d @ 3"O.C. (14 S PL SPLICE NAILS TOTAL) EA. SIDE OF 2 x 6 P.T. GARAGE 4,9,, SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK-'� SCALE: N.T.S. 1\ HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V- 4' (1) (2) (1) (2) (1) LSTA30 (2) 1 (3) (2) 1 (2) (1) LSTA30 �91 - 1767 (3) (4) (2) 1 (4) (2) LSTA3 0 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 ' r' OVER NOT WITH Top REQU" OUT U' SEEFLOOR jREQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \--(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER * EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS 9 OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE '�'-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. SIMPSON SIMPSON A A /8"x`10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P �Iv ------ IF- \-simps6N SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL 1 Od @ 8" O/C 0/0" ATTACH ALL -/ v EXTERIOR STUDS W/ (4) 16d TOENAILS TO'rOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LBS SIMPSON SIMPSON SP4 SP2 r--_ \77— I lull "--NAILED INTO TRANSOM TRANSOM FRAMING )G FRAMING (P.T. S SEE SECTION J/SS -ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON spi - SIMPSON SIMPSC RECESS //"-LINTEL 6111r SP4 SP4 SIMPSON SIMPSON SP4 SP2 i 4 1:: NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END Uaj 2x TOP PLATE U) \�2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE AJS3 FOR, I-\ PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL/""—j SCALE: N.T.S. \, �4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. I& NUT IOXIED A.T.R, I & NUT OXIED A.T.R. I & NUT SIMPSON SP4 �-2X TOP PLATE OVERLAPPING 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE I I `--� 2X8 I P.T. BOTTOM PrTE \1-5/8"x10" "J" BOLT @ 24" O.C. MAX. C SIMPSON (MIN. (2) PER BOTTOM PLATE) C SP4 ROOF TRUSSABOVE /- 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ 2'-0" O.C. -MASONRY WALL I UU N/AlLO (iUl 1+ 10d NAILS @ 6" O,C. STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. PLYWOOD FASTENED TO TRUSSES L ',�WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6"O/C EDGES 0 SHEATHING & 8" O/C FIELD 9 SIMPSON SP4w/(6) 10dxl 12" SP8 FOR 2x8 WALL) SHEATHING 9 SIMPSON SP2w/(12) 10d NAILS MASONRY— * SIMPSON SP1 w/(10) 10d NAILS WALL BELOW 5/8"X 10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM T2X8 P.T. BOTTOM PLATE UU I I - 5/8"x`10" "J" BOLTS @ 24" O.C, MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR REV. 06.24.22 SCALE: N.T.S. CW2 V*j C= > C14 E CL, C= E CS C"> E 44 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 beadrig Engineer's signature and seal. W Am Alillift C, E 0 ce) 8 , ON Uj 0 s .5 C? 9) v) C-, 13'* LW z 2 0 :F;:L- 1, 0 0 5 co U, z IL W 0 ;; CD C� . M Lu -, 0 (N Ce) Z 'I z < 0� 0 0 c) < 0 0 U) 6L W El El 0 al C) 93 U) Ln 0 4- c/--, LU Q0 ) V) LU Uv& ZD (v E 0 U) < 0 cl'� 0-3 Z� 0, z < E Z6 < 0 E �j zp 0. " '0 00 E cc, 10 0 < 0 0. 0 < z -22 C/> z < 0 2 01 C: 01 Z 01. �s <Z 0 W C, 0 W 0 .0 C) (D > '0 LO L0 10-1 < CU 0- co C3, C:) 0 0 C) co CN LU 4-j 0 < 0 04 C:) c) -0 co -0 00 LO 7- < T— E (.0 0 Cis E co M a- E 0 0 0 < -j JOB NO 23-06139 SCALE : AS NOTED SHEET NO. S4 I I , F 11 1 1 1 , -- I j P! - . IL t,i AL, A �A 1;j;i:1. 211, 1 , l I I I ii r I -------- ff— I --------------- T ------- F— T - T - LO 0- 0 -0 -0 cin, r") r�o LO Cr 0 - :2 C) C-4 C) C14 C:) C'4 ZZ- 15 LU SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (z 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 S BACKNAIL w/ (2) 16d NAIL 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL wl (2) 16d NAILS UNSUPPORTED, BACKNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL vIF 45'± 45* SEESTRUCTURAL xz NOTES AND NAILING 2x4 CROI 3 BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d 11 L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48' O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A wl (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. 91". /* BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS �7 w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD I EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAI NG S HEDULE FOR SHEATHING� DETAIL 2"x4" CROSS BRACE-� APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ FROM RIDGE FASTENED AT EA, END Ix IX EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1 " OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING �,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE sss"':\ (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD � (2) 16d NAILS W/ (2) 16d TOENAILS . . 2x4 "T" ON TOP OF PANEL BLOCKING '��' 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING i NOTCH 1" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 2x4 "T" ON TOP OF PANEL 1/2" 8" "J" BOLT 48" O C INSTALLED PER MANUF. x @ . . WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. SIMPSON META12 wl (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " " " " 1 Odx3" @ 4" O/C )C 7 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER L SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 W/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH - STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2� WEB, USE MSTAM36 W/ (7) O.C. MAX) W/ MIN, 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK � �5 SCALE: N.T.S. TITEN ON OUTSIDE 2X4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR C�! X-BRACING, AND TOP SEE STRUCTURAL---,. CHORD BLOCKING FA NOTES AND NAILING INFORMATION 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL wl 2 '1/4.. (2) 16d NAILS -WOODTRUSSES co - 60 2 00 1 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT " AT 24" O.C. ON TOP OF EACH JOINT W/ (3) \ BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAM I NATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L 3") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES F ROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED 'MASONRYWALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL I F T E LAST LAMINATI N SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 0dx3" @ 4" O/C 2x4 BLOCKING--,,,,, 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE 1" BRACING DETAI SCALE: N.T.S. 2x4 "T" BLOCKING --I--,- - 2x4 BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" 0. TYPICAL W ;4� Lj B GABLE TRUSS WEB SINGLE 1" BRACING DETAIL SCALE: N.T.S. DIAPHRAGM BLOCKING 48" O/C @I -,-GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD T DBL. TOP PLATE 2) 2"x8" 1" BRACE Jr -2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) r � FASTENED WITH (3) STUD WALL (SEE TYP. SEC.) 16d PER SIDE r4 SECTION SECTION SCISSOR GABLE "T" BRACE SCALE: N.T.S. SCALE: N.T.S. 1\15� AS PER HIB 91 SCALE: N.T.S. �5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1 /2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. 12" E ES AND O.C. FIELD JACK TRUSS SEE PLAN FOR 2X4 "T" ON TOP OF PA L EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1 Odx3" @ 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) E SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4" V-101" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 LF ADDITIONAL INFORMATION. SCALE: N.T.S. '\,, �5 SCALE: N.T.S. ��5� IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT ------- - ---- -- 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" 'SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0. 131 " AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri SCALE: N.T.S. GABLETRUSS S5 1" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. S5 S5 PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T,S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA w/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od 24" O/C (TYP) TOE NAILS AT EACH END @ BRACING w/(3) 10d xj Al EACH CONN. @ 24" O/C Is,\\ -MOISTURE BARRIER sssss _BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATION (UNEVEN CLG-) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS ---------- GABLE END BRACING DETAIL SCALE: 3/4!'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION blMl`tiUN bl'Z W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-10" MAX. Uj 0 0� 0 CORNER JACK �e 0 < LU z x o HIP FRAMING REFERENCE PLAN z W 10- 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. < d Uj a LU C? —_ — — — — — C) z LU C0 < 0 C? C) CD a LU IL A NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQU I RED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.' FOR WIND SPEED SPECIFICATION C%j C%j CO3 C__ C_.' = U- M z < - C-4 3: 2 =. 0, —> E 25 3: M E F'W w;' C) < \-\C 4 cA 0 r '4� To the best of the Engineeirs knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 00 'M' 0 N 0) all SO 6 0 .2 00 sl 0? All Lr) _y') �; �N- cl-' uf __' 7 -, U uj U_ - 0 " z i I , A 2 'NU f :5 'FU C'4 0 W 0 n'-;3; 3� W 05 z LO C0 Z IL N < bu z U) W a- ) < — Ln (D 0 u (D 4-1 C_/� U-j C Q) U" 0 LU V) U*) LU A 'n 4 = E 8 > < 0 _f A " M 1410 Q0 - CK . 0, z z < E 8 0 00 CID E 01 0, ITT < Z. �z co < 0, z z _5 co < 10 zz �O W C> <3 < '0 < Oq 2 C) E2 CD 0�: LO LO 0 CN T_ :3 C)7 0 0 LO +_j 0 ILI_ c') 0 04 U C) c) co M 04 r, < LO U') E C.0 'E z M z =3 E T_ a. E 0 _0 < JOB NO 23-06139 SCALE AS NOTED SHEET NO. S5 LO 0 -0 -0 < CD �2 C.0 C I r") C'4 LO LO C�4 �2 51 flo C'4 L6 C> LO LS LO C-' tz C'4 E (D E 0 9 <� CL 0 t") C'4 CD LO a; 15 L.J L 1x4 1/2" DRYWALL 1X4 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 F 1/2" DRYWALL DOOR JAMB (REFER P.T. T TO PRODUCT TO PRODUCT )'X4. TO PRODUCT N APPROVAL FOR C NN. '0 DNN. APPROVAL FOR CONN. APPROVAL FOR CONN. X 4 E 1, r2X 1x4 P.T. 3" x4 FURRING 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2"' ',14" TAPCON. INTO STAGGERED @ 16" L1x8 TAPCON @ 16" O.C. & 4" 8 BLOCK@ SPACING 1 DETAIL O.C. 2-ROWS INTO P.T. t'l FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1 Yj —1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL W P.T. & 1x8 P.T. STAGGERED @ 12" O.C. -3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. N DI 1X' 1/2" DRYWALL W DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ?)D APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2 x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH !112" 1x4 TAPCON @ 16" O.C. & L DGE DIST. END w/ MIN. 2" E IST. FURRIN( 4" FROM EACH END W/ 2x8 P.T. ATTACH SECOND PLY W/ W/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 fl— M 1177'r A I I e) -11 1A11 r'%E!-rA 11 STAGGERED @ 12" O.C. I- I 1A11 M=TA I I BUILDOUT'--", OVER SIZE DOOR -WINDOW ROUGH OPENINGS,( cc Gy SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK A 2 x 8 45 DIAGONAL (4)lOdNAILSINTO \ — BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH 1 (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB —/ ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS ORTHRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. �S R7A X8 INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BI 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---' PER INSTALLATION DETAILS ANCHOR INTO ARCH BLKG. Ina 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" NITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN EMBEDMENT INTOI��) /4" MAX 2-4- SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 7 1 2 x 8 VERT. W/ (2) 10d 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) - EQUAL BTW`N. OSB ARCH FACES W/ (4) 1 Od NAILS THRU OSB INTO 2 x 8 ARCH DETAIL rK SCALE: N.T.S. �S O.S.B. ON T SECTION A -A 8" 1/4" x 3 1/4" 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. Wj (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. EQUAL MAX. 8" PROPER INSTALLATION #5 REB (TYP,) STD. 90' FILL SOLID HOOK BOTH CELLS k L NOTCH WEB AT FIRST 2 COURSI ...... -,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4W' 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. JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SIMP ON (5) 12d NAILS H2.5A W/ (10) 2X6 TO 2X4 8d NAILS JACK TRUSS PROVIDED By—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH _j 2 S NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. INSTALLATION OF SHINGLE AND METAL ROOF FINISH . IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" V-0" L GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W W M AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL 1> REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. �' z r. . ko-A =11 — — , PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW, REINFORCING PANEL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT x GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP < G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE cli REMAIN FREE OF MORTAR. NOTE: Cl) 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 A SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. (1 -STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN f20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" V-1)" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS R YP.) THE :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN OCE: Kin-= -1 Dr-1 nIA1 BRG WALL TYPE PER PLAN 2x2 #2 P. 1. iviliv, FASTENED PER NOTE 2 BELOW _L�_ CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS 4# #5 REBAR (TYP,) 0 00 �A 40# _.& 'r %*TD. 90- HOOK (TYP.) SCALE: N.T.S. ALUM DRIP EDGE 2x SUB FASCIA ' 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. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOO D wl 0. 1 48"x 3 1/4" @ 16" 0. C. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE 3. STRUCTURAL SOFFIT SF01CALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 71'-4" S REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4 MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* BLOCKING PER R704.2.1 TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-16" DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. 4 (2) 10d NAILS @ 8"O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + BLOCKING AS REQUIREDTO + + + SUPPORT SOFFIT + lliz_ 7W 1111 �/vo OFFIT S PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" qPP qHPPT n,) Amn SIMPSON HTT4 W/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIEDW/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 1, - z 0 U) U_ o LU 0 < 0 C/) @ FIRST COURSE k 41,# 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C.. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O,C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED --2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM10KTA @ 12" O.C. / (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK PL RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT A FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� OVERHAN RETROFIT WALL OVERIANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ�D, 1 f-011 51-011 NISH F > A #5 BAR CENTERED W/ IN TOP A F KNOCKOUT/ CHAIR BLOCK IN7G SIZE AND REINF. PER PLAN MONO FOOT A AND SECTION DETAILS CLEAN FILL J. A. ;2� DIRT . . 1% 2 STANDARD 99 HOOK C14 #5 BAR IN FILLED CEL 'V L V 2, Sk REINF. PERLAN AND STEMWALL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 11 IKI ��KlfN 'I J__U/ SAW CUT SECTION EXISTING FOOTING SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. C%j Cn :� Uj = _:; t :,C3 =W E 11 (5 '010 W A �A S E FLO "I C) x 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 sea] is only for the struct I engineering portions of the drawing pages beadng Engineee'sjrsaignature and seal. W E Ce) 8 cc 0 a) S C-, -00 CN 0 U 0 4 6 co 't c: - . L_ _j u� C� L� LL N 0 Z - 1 -0 ;, ci!i C: C) og Uj .5 . - 0 5 Ca 0 �e 0 2 3: W z W M Lu 00 Z� 0 -t� co Z b< of 0 0 Co W El 20 1rrEqI 41 N 0 V) V) V .2 .5 U) LIJ VA E I , U 0 U) 00 0 C, < U_ c6 E 0 C', C=> E 0, CC> t '0 2� z Z z C/3 M q �< zo g. 0 10� z z C-1 (-> 02 < '0 W 3: 0< < A A ;� < .0 CNE 0 .0 C) > (0 LO LO (0 T_ .2 CID L0 0 < 4-d 0 LL co 04 c) ca r L0rl- CF) LO U') E Z11 0 z ca z E T— co a E 0 0 lc� < JOB NO 23-06139 SCALE AS NOTED SHEET NO. SS 1-1-1 771k. L. J ------ T_ I 'i 3 _ Q r v O O' 0 0 O 0 J rn O M i Q LO LO 0 C Cr 0 N 0 0 J t2 O I N N L6 L0 LID Cr co Q Y Q M 0 i 0 a E 0 _ 0 Cl- i 0 :P v J LZ 0 0 CM 0 0 0 I W m 0 VVI L-IvuA Ll i I IIAV YY"✓ CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A %7A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS ---y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @a RAISED ENTRY MASONRY WALL 4 SCALE: NTS 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 a@ ENTRY FRONT WALL SCALE: NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.MAY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER SIMPSON LSTA18 w/ (12) 10d NAILS SEE PLAN L. L.SIMPSON w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) CENTERED AT HUC410 w/ (14) 16d INTO HEADER & (6) FOR CANT. 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS () SPLIT TO TIE BEAMS TOGETHER 10d INTO BEAM -SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x 1SEE SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1/2" NAILS EACHr- FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACEDA SEE FLOOR PLAN COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS W/ (3) 16d AT 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 EVERY 3rd & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SCHEDULE/PLAN SEE FLOOR PLAN FOR EACH STUD -TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A INDICATED N BM OPTION 6 CONNECTION INFO O PT I 0 N C w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" E/P SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON H2.5A 8d NAILS COMMON B M TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4"=V-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) W/ 4 16d NAILS TO EA. ( ) PRE-ENG. TRUSS A A END OF TRUSS THEN 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF BEAM ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. A e NAILS AT 24" O.C. • • DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS • AT 8'-0" MAX WOOD TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT, AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° 1 SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF g SEE FOUNDATION DETAIL a@ INTERIOR BEARING 5" PLAN I FOR MORE INFO SCALE: NTS 3 SCALE: NTS COMMON B M . ATTACHMENT 1 g WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ SIMPSON SP1 w/ 10 10d ( ) ATTACHED PER _I1 ADDITIONAL 8d NAILS AT VALLEY TRUSS h NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING �° NAILING SCHEDULE y OUTLOOKER 4" O.C. INFO. SP2 w/ 12 10 d NAIL AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS W/ SIMPSON NAILING SCHEDULE TO TRUSS W! (2) 12d TOENAILS PLATE & (2) 12d END (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS F TOP INFORMATION. AT BASE SEE J/S6 FOR GABL ( ) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD :MIN. ATE MORE INFO. TRUSS LOW ROOF/WAL2 STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION j 2x4 BASE PLATE W/ 1/2 PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE ' SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ O 2 MIN. 2x4 #2 SPF STUDS @ _ _ XX (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. xx STUD TYP. T&B PER NAILING SCHEDULE & . MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO j -- - -- - da. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW I - - MASONRY WALL �. 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL I OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a � (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. — °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a. TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX.SEE 4v. ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. °� SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS LLJ � caw N �® d (Al O CV Z � C � w v E La CJ a � .. \A0 1.9 ®�••o Ilfldl��llt1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a �E O M o Aft q + ®M V N N o O c co n O m < YI J o ac LL N Q [I M c -j L � w M� d — O ui a- Y �, . Z r , � o W U. W Z - 2 - . . � °' . m J a M Z V 'ti Z o v a U U 3Fi' �g F u: W ❑ ❑ O 00 Z N Q O Q n- v, z u- �-1 QJ (D o w ® ° U OL�,�oft N �N � mm Vdj w. �ij Ua� C O • _ la o M z W Z Z 0 zo zZo© I- � U �� -Z ❑n N E° ¢� w¢ D o C O E °� p < �_ Qo�w c/� C o �� ¢0 3¢ o'z m0 o Z Q o� Z WCn � ao co ¢0 1.2 a� U 3 4 O >� r1r LL0 m cc cc CN CID T— D �O o d- CT O v Q J Cal m Ln r <C O L.L M a) I U N T m \ n C/) L T T T L0 L E c CD o Z t6 Z r N @ a 2 U a ai Q o JOB NO: 23-06139 SCALE : AS NOTED SHEET NO. D1 LO LO CD �2 4 t2 1�0 CD f'4 LO C__) Ln LO 0 C., 04 CD, E ( 0 n E 0 <�' C14 C14 4; 15 0- - C�4 Ln 4; 16 LLJ 4 V) 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 VIANDOWBUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME \ % �. -, " WINDOW BUCK ACROSS W N DOW BUCK Lic AND EXTEND TO WINDOW FRAME 7-Il MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WIAN OW OW 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 TW N TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME A PPROVED FLASHING TAPE 'V'SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER F RESISITIVE BARRIER (ASSEMBLED WNDOW) HEAD FLASHING TIE-IN INSTRUXTI( I . Cut, fold up & temporarily secure) resistive barrier above header to allow tor 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 DO NO- BOTTO FLANG SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list Pstructions below: o in 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 (13" 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 '"I WEATHER IE BARRIER & �ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOISTAND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING (SEE DETAIL WP07) ED FLASHING NSHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL G SELF -ADHERED FLASHIN §2 SEAL TOPS OF JOISTS I UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST WOOD BEAM BELOW DOuBL JOIST E OD BE S ION GT WO J IS_] LOW JOIST ZBE 7 SELF -ADHERED SELF -ADHERED FLASHING FLASHING 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 1'4" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Z a_ LU a- U) C/) LU 0 LU LU ?�: 0 U) DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3/4"-1 "BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of EXTERIOR NAIL BRAND OR EQUAL MATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER 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 SUBIFLOOR 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 4 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 RIM JOIST building appendages in a mannerto meet the requirements of the exteriorwall 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 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, Im imp substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAP4ER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCO the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MI RELEASE PAPER TO EXPOSE NIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 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 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 4 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 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING of 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 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. 3.3.Under and at the ends of masonry, wood or metal copings and sills. -7 Ground7 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. W t R istant Barrier 7. 7.At built-in autters. LF-ADHERED FLASHING TCH HERED FLASHING 2 4 5 PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT FOUNDATION WEEP SCREED STRIP OF SAF -DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) _C1 ------ 0- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB'. PLYWOOD, DENSGLASS- STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SIF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. L Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1 063 Building Paper 7/16" 0. 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 ASTMC 1063 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 LU r C= --A 3: CU C=> To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineers signature and sea[. W 8 E M 8 CN C� 0) - C: 1 0 .2 co a) Cq M U_ Z co U_ �Lu r- 9 ig LU W Z G 0 1:5,m- C14 ;; 0 C) U) 1� M oo 6 < Z Z 0� 0 L) g E3 2-1 �0 Is < 0 4-1 C-0 , LU C 0 V) DO U 6 C LU M §01SY', Al I E U) - , (D <r 0 d tml C.0 C", cl� Z Z < E Z< 0 E 0 Z, CU r6 < ii 5-,. U G -U OW Co E I'D 0< Z 0 < -Wz CIO M C: � -< 0 -� '0 0� Z Z T2 15 8 3: 0< Z W 60 3: C, 3: 1< - Z WM M E 01. 0 U3:1 . 2 C) _15 _117 E2 0 0Z L0 LO < co 0 co 45; I N"', C) 0 0 C) T_ U) M L0 4-J 0 0 LI_ M 0-) 04 C:) c) -0 C14 0-) .0 C0 r- L0 < LO LO E 2*11 -E CN CD 0 Z CU Z E T_ (n C: a a- E 4-; 0 0 0 _J _0 7i < 0 CU _J JOB NO: 23-06139 SCALE AS NOTED SHEET NO. WP Mounting Brackets (10 Gauge! +V2'x4-1.12'x2-12' See Anchoir Schedule Belts 1 Q" Dia_4325 Galv. 11 fTyp') 0 1 1 0 Olk 1. A A/C Unit ftuttorn Edge /C U, Hurric-ine strap (TypirA 3 in fro nt) F o 'S ront Cross Support (May be cut to W) Left Bra cket 0 6 Ga u q_e) 14 5v F-Dr[ll Ing 5(rem, Thru Brackets 8 Back Cross Support Into A/C U nit Bat torn Side (Typicialt 3 ea ch �il de for hurri cane u 5e) washpn / Sell'Locking Nuts ',p-diL g,�Lallub.. -atr�s u- run-drel -d� 6 H-1--sur B.- Radisred Sa Dardiviiiiall; avalixtil,p Pon enterpriser fiet win apply) Sack Cross Support (May be 4rut to W) e) Right Bracket (16 Gatiq Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 123161MI Product Approval Application Detail -3- I IN Cod. trolly or Data Det. Me Pending Dap. 70. version [Assintifeetura, contact Ermines, & Lics.s. Validated EN Validated submitted FraC Approval Appro- eta. Alf-all,an 2020 Small, vent P,.d..[,, Ind 1010-1 Graham Holmes F. N-1. RE L-lo, 8-dan RE 12/1812020 12/iMO20 12QW020 App-, CaregOry: 8imclural Comoonents (877) 441-830 PE-7377B (334) 300-1800 3.bC.te9rIr. Products Introduced R-11 of Info@arreartseentcorri No. Testa,logy Complains. Mirthod: Eval-don Report from Florida Regisasned Architect as Florida Professoriat Engm FU5022,118 Pr.do QuadlltV As.Urpross, Approaod for Use fiopi for Us. firi Design 8-9 Pir-awt Description C,"I,,=" Dolut 1, HVHZ 11,106, 11111Z I -ill -I I =1=1151411 D at Furstion Flood and Ventlinion Vern Yoo NZA .1001-100 # 1 1 2 S-rlv.nt Modal # 540-6 1 Dior F-ution Flood and Ventilation Vend t2130023 ya� Y.a MIA .1W1W 3 SmoriVim Mode! #1 540-5 0 Insulated Flood Vent 261 r21323 Yea Yes NA .11001-1DO 4 Sm.oVan Mboo #154�121 � In -hied Flood Vent 2f3l=23 ye, y NJA , 001- DO 5 Srr nV.nt Model #' �'O- '24 1S&qvt;Gari 0.1 FrodoVmt 12f.31M23 Yea. :,I MIA NJA 6 Sm.rften! all #1540m670 Wood WWI r:ulated Flood Vert �Ml n02 Y. Yes MIA -10 �100 I SmadV Mode #1540�S74 14,5&qd: G nage Door Fidddl Vent 2J3i/2,23 Yes yes NUA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PN.1 el 11`14121121 Code godft or Date Ill Data Nnollm Date TV's. Version Mansiodwear Created Erasirrow & Lo", validated By Validated Submitted FBC Approval A,,r,v. 5t't.' R.viado 2D7c Drexel Metals. loc. Jason Shumate Zachary R. Prest Lo.kd 13-cen IFE 08110/2020 OBIUW2020 O8)2Of2O20 1 W13�2020 Approved Category: Roofing i5021303-1511 PE_74021 (334i 300-1800 Sublel Metal R.Olng bhurnsteedraxonet open C.orplahos Madhod: Elaklatm Report from s. R once Registered A-shiterc ., a Li-sed Florida Pronasslonal Engineer IFL#171679-FIS larisclucts rguallbrAussursince Appr ... d for Us. Approved for Use [.*act Design $040 1, Iluall or 11imin '�glei ContragiL In HVHZ Outside Nv"Z Product Doseription Date Resistant lareaeuire Und or I'd 1 ciang syserna 12=ion DUG 10ONS, DMC 15088. DMC 175S, DMG 2005 5 Yea No NIA 101-180 DN05V Florida Department of Business & Professlonal Regulation P,ge2 4 Building Codes and Standards �W2023 Product Approval ApplicaWn Detall Lug Entry or Data RLe Date Pending Dide Tle. Version Mahosbursia co'dout Veneered as Validated Surtannifload FRIG A-arval Ap,,,d al Revision 2020 Thorma-Tru Corporation Steve J.aposw Lyndon F. Shnsilt P E_ Ryan J. Kral. F.E. 0411512021 12J31f2020 04r2Z9021 Ds/VaOD21 Appreed Calograry, Exterior Doors (SDO) 843-7628 FE-43409 t813) TST-6555 SU"ColOgOW, ftinang Brent Door Aeserribles obasipffearlittherm.n.c .p0surce Method: Evaluation Report from a FI Wide Regists.dArphitept or . Ll.ansed Florida Professional Engineer FIL42014i Products Qualltv A,a,,-a Approved far Use A,o,,.d for Use I.-t Deslilr I,- Prbdd D-Holls CqrrlraSL�� Dole in HVRZ Oadld, HVHZ Resistant pres-, 'ither-Glassup and G-th-Slar Nominal S039:8 gq�otlrrl Opaque 12 No Y.s. yos N(P, Composite Edge fiberghos single Opor (IrsismglO,titsvirg: X config-ticm) 2 b. �-Tl. Fb.,Gl ... p and Smootti-5s, Nominal 6&*3s;B &qu&'ImP8qt&quot: Opaque 12�V20213 No yea yes N(A C p it. Edge Fiberglass Single Door -ith Sidortia(5) gnovilrar/Ounswina: XO. OXorOX0 .nio.rations) 3 Therma-Tim Riber-Clasgic and Smooth-8ter NominsIO&.939:8 liquotimpacl Opaque 12nl,2026 No Yes Yes WA 4 d. Tha--7,� Fib-01-is and S-olb-St., 5 a- Tha-.7,u Flb.,-C[I� and S.-Ith-St., 6 f Th.-Tru Fiber-0-mond Smaddih-Stor 7 g- Thamts-7,p Filoor-Clessis ad Srooth-Ster b h- Th,mrajn, Fusei and Smootli-Strar e 1. Therria-Tou Fiber-Clsesic and Smooth,Sga, 10 1 Therrna-Tru Fibar-Cla5aic and Smooth-Ster 11 k, laorma-Tru FlIber-Claseli; and8mootlb-8tair 12 1 Thenes-Inn, Firter-Clso aml and Smoon-Ster 19 to Th-e-Tri. Filb-Cl.- and 14 r. -rho-Tnu Pild-Cl.sad and Sm-h-Stir 15 D. 7herma-lou Fiber-Clane and Shroch-Star 16 p 7haronx-7n, Filb-Cl.-p and Sna-th-Se, 17 q. 7b.-a-7,u Fiber-Cia.al, and Smoodi Composite Edge Fiberglass Double Doe, anth or 'Ithout Sid.lites th-Ing/Out-firig: XX rOXXO oonfiguratlerns) Nominal azJ432;O "ImosCI&.quot; Opaque Composite Edge Fborgi.se, single O.d, 0-ing(cuts,aing: X croifigundion) Nominal itasagp a.qu.;imPs.&qut Opaque Composite Edge Fiberglass Single Do -ill, sdslilc'�, linavlosi0osviraj; XO, OX or OXO configuni no) Narroned 89#39:0 &q.a;Impst&q..t; Crows, Composite Edge Fiberglass Double D-Ar, w ,,Ith.ut Sid.titas XX or OKXD Configurations) I'l-inal 6&#39:8 &que;Imp-od&x:uot Glazed Cronp.alts Edge Fiberglass slogle Door flravungfouts;,�Irg: X contgureflori) Neaninal 6&#39:8 &quct;ImpacMquot Glued Composite Edge Fiberglass single Doorwith Sidi sprfqN�, 11C, .)(or OXO Motorist 69#39:8 Xquw;Inrpdt&quoI: Glazed Composite Edge Fliba,glass Double Ddoi or 'vith,ut Sidentes dnaednglOutwng� XX or OKX0 Configurations) Nominal 8&#38:0 &qU�t;Imipad1&q..t; Glaueel Composite Edge Fiberglass Grole Door (Inisaingloulsoing: X configuranori) Heroine, a'0 &quqt:Inped" Gued Ccmp,o'fte Edge Fiberglass Shight Doorwith Sldeilite�sli,ilnaa,lngCuta,lng� XO, OX or GKO .-fig. . enei Nominal 86#39'0 &quVt:I"Pa`t&quOf Grazed C-sposit. Edge Fiberglass Double D.-Ah or arthout Rdelites (InavinglOutsVing: M or OXXO configurations) Nominal 11,1*11;1 &q.pt;Irnp.dt&.qut Glarad M.,ded C-Pooite Edge Fibargloors, Single Doe, itn2itn'glOutswing; X vvnflguralfdn� Nominal 66#311,a &qut;Irnpsd&.qut; Glued Molded Open C-p-lite Edge Fiberg"a Single Door avith Glued Molded Open Sidefte(s) kin- rgicuts.i.9 � XO' Ox or OXG 19 iirators� I' Mornual 6&#3a4 &q.at;lmp�,Mq�dq Glued Mold d Open Composite Ed" Fiberglass Double, Door 41b -vithoul Gazod Molded Open Sidelffes or OXXO Configurations) Nortiral 60n:6 8,quat1mipseAquot, Opaque Comp -sits Edge Fbargl.. Single O.-sh Melded (Ver, ed.fteW (11-l"Wouts"19: XO Ox or OKO -floureti.r.) Nominal 6&*39;8 9quettorput&q.,A; Opaque Composite Edge Fiberglass DouNe Door VAfh of 1.4th out Gazed M sued Cips. Stuart- trZhqJWa�yng; XX or =0 oonfivral 12f3112026 No yas Ya. WA 12)31/202E No yes Y_ NIA 12131)2026 No Yes, Y. MIA 12i311202S No Yes Y. NIA 12)ZInaa N. yea Yes, W/A lM1n026 No Yee Yes MIA 12r31M26 No yea Yes N/A IMI!2026 No Yes Yes, WA 1293 �026 rl� 'tas Y's WA IZZ112026 No Y. yes WA IMIM26 No ye, yea MIA JM1/2026 No Yea yee MIA 12/31)2026 N. ya, yo, N/A 12CV2026 40 Yee Y's MIA Florida Department of Business & Professional Regulation Fogel orl Building Codes and Standards 1512021 Product Approval Application Detail Code Entity or Data cate Date Pending =9 Type Version Man""'t"re" Qued.pt Frarraw, Uldionsi Validated Ply Validated submitted FIRC, Appop-I Approved sted- Ra,rl,n 202Q PGT industries Jens Roson-'sid Witmi acco - G�R mram"Dado BCCQ - VAL IVIes2OU 10f2fiI2020 W2412020 Apv-d Carag.ry! Esnerl Do- (941) 484-0110 (7416) 311-2590 Subcategory: Sliding E,, evi.r D- A.-bfl.a Jr.smakilitipgrtInduatil- C..Vliao- Midlari Cerufl.adi- Me* or Ll.dog d. F02SI-M Preld.ols QIltv A-ates, Appr-d-rot Use ApO,D-d far Use it= Dealer Sao 0 PrductTMgdsI, haturrilo-ir N... lerpd.0 Description ceveroot expiration 0.1. Ir, HVHZ Outside HVH7 Resistant Priversure 9 SGO 55 0� Large Mi.11a Impeoll Viny� alidmq rarea Door 04M412021 yes Yea Ya MIA March 6, 2023 U :J1 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and apprml numbers on the building components listed below if they will be utilized on the construction project fbr which you are applying fbr a Category/Subcategory Manufacturer P rodu ct De scri pti on Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherrn A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461 � 1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026' Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332,1 - FL15332.5 +40.0/40.0 psf 12131/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248,10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL824& 11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) 12/3112025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf �6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22120,23 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C, FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 413/2023 PGT Series 5520 FL243.5 NIA 4130/2025 Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261 � 1 NIA 5/2612026 E . OTHER 3. PANEL WALL A. SIDIN James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL1 3192.1 - FL1 3192,2 NIA 12131/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272A - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7130/2023 C. OTHER. 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116/2025 B. UNDERLAYMENTS Tamko (fbr Shingle Roof) 151b Felt Uncledayment FL12328 NIA 6/2912023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/2312023 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918A - FL`16918�4 NIA 9/9/2026 Florida Metal Products'r Inc Vent RV 10 FL21580.3 NIA 12/3112024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12131/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679,1 +0/_180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel StorTn Panels FL15076.1 - FL1 5076.2 NIA 12/31/2023 All American Shutters & Glass Galonized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see c hart B . TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/3112024 MiTek Industries, Inc. Truss Plates FL2197A - FL2197.5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 111 10/3112023 0. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630,15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the following infbrmation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation one 1 03 Building Codes and Standards 1125022 Product Approval Application Detail Code Entity a Date Date Pending Data TM Versio Manufacture Contac Enoiniter &License Validated validated 50mitted F5C Approval Approved status Revision 2020 Thorme-7ru Corponatiorn Steve J..Pe,..n Lyndon F. Sphimidt, RE. Ryan J. Kirq�: RE. 07�23f2020 07112=20 OW2912020 1 OM El12020 Apq.q Category: 2KIbetw Doors (800) 843-7628 PE-43409 (813) 767-5555 SulbOuldegory: SWinging Exterior Door Aseemblies sjas,parsDn@therm2tru.co Compliance Nothod: Evaluation Report from a on Florid. Registered Anothit-truir. Licensed Florida Professional Engineer FL#20470-R3 Proclu Quality Assurance Approvedf-Use Amprovedfor-Usas Impact Deralar, Sea 9 Erod u2t Model.Num ber or Name L_ Product Description Contract Expiration D in HVHZ Outside HVHZ R-eardt P,-- I a,.7- herm-Tru F, per,Classic and Smoth-Stat N-mal W39;5 aqiuorfimp..t&q.pt, Opaque 12�3112022 Yes yes Yee NfA C.mip.,ort. Edge Flosrigills. Singlie Door (I nswirglOut-mg; X -fig-ii..) 2 h. Th.rm.-T. Filuar-Clau�i. and Shrooth-Star Nominal 3&09;8 &quotlimpael Opaque 12J3112022 Y. Y.e Yex NIA Composite Edge Fiberglass Single Door voth Sidetill onsivving/OutsvOrg: XO, OX or OXO configurations) 3 G, TIrrerma-Tru Filloarr-Casafle and Smooth -Star Nominal W396 8quotImpapAquot; Opaque I Ml =22 Yes Yes yard NIA Composite Edge Fiberglass Double Door Wth or without Sldalites (trevvind;�Oul XX or OXX0 configurations) 4 d. Therma-Tnu 191PClassl� and Smooth -Star Nominal a&#�9,0 &qtuot;Impact&qub1: Opaq_ 12J31J=2 ya. Yes Yea NfA Ormposte Edge Fibergla,;� Single Door 5 a. Ther-Tru Fib -Classic and Srnxxpth.�Ibar Norman, ;mp due a. is es Com oate Edg R ergf.sa Single Door sixth adialibe (a) (Irerwre/Outsvieng; XO, OX or OX3 configurations) 6 t. Tlraarma�Tru FibenClassic gnd Smooth-Ster Nominal 88939�0 dquoLimpact8atuat Opaque 12131f2022 Yes Yse yes NIA -am parate Edge Fiberglass Double Doormth or without Sat"lites (In-AnSiOuteaving. XX or OXKO d-fig.refi-) 7 g. Therm-7ru Flo -Classic and Smoth-Star Nominal 6&439, 8 &q-tJmp..:&q.qt: Glazed 12J31J2022 Y.s, Yes Yes N[A Composite Edge Fiberglass Single Door (1-winglout-ing; X configuration) a H. Therrhal Rbe,-Classiq and Simporth-8tar Nominal Wn�8 &quotImpaqt&quot. Glued 1 2J3112022 Yes; Y- yo� NIA Composite Edge Fiberglass Single Door Ali Sidelke(s) �InsrivnglOutswng XC, OX or OX0 configurations) 9 i, Therma-Tru Fiber -Classic and Shropoth-Star Nominal BU39,8 &qvotImpaucl Glued 1213112022 Yea yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelfles (IrlsvvingYO�tavving. XY, or OXXO configurations) 10 j. Thermel FIber-Classic and Snice,th-Star Nominal 8&#39]0 &quxtlmFact&quat, Glazed 12181=2 Yes Yes Yea NIA Composite Edge Fibeglass. Single Door --hr910.1avaing; X config-ii-) 11 k. Thernot-Tru I'llb-Clarase and Smooth -Star Nominal 8&939;0 8,quctImpgct&quc1; Glazed 12J3112{322 Yre, Y.s yes NIA Composite Edge Fiberglass SlingleDoorkhath Sidelia (s) OnavvinglOul XO, OX or CXQ configurations) 12 1, Thannina-Tru Fibor-Classic zA Smooth-5tor Nominal S'Q 6,quot:Irnp;ot&quqt; Glued 1213112022 Y. Yea Yes NIA Ccrupossile Edge Fiberglass Double Docar with or vithout Sidelites Qnsuving/Oul XXor =10 configurations) 13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6;8 aquorimpacmquoid; Opaque 12131f2022 Yes Y.. Yes NIA Composite Edge Fiberglass Single DoorAth "Non-Iropapt&quol SidGlite(s) (In*Wnd;1OuPsysng; XO, OX or QXO configurations) 14 h. Therma-Tru Fiber-Classle and Simoofin-Star Nominal 6&939:6 &quct;Itm;paot&quc1: Opasque 1 MI f2022 Yes You, Y., NfA Composite Edge Fiberglass Doubt. Door with "Nom-Inopac18quot; Sidelites (Inavengioutswirrg; OXXO c.'rifigunel 15 c� Therma-Tru Fiber -Classic and Snexpoth-Ster Netting I ame.0 6quot.Impacb%quot; Opaque 12)312022 ys� Yes Yes NIA Composite Edge 'Urga.. Single DoorWth "Non-I.Pact8quot; Sideldws) Onsivrog/Outswing XO, OX or OXO configurations) is p. Therria-Tru FibearZiaseld, and Smooth -Star Nominal 8&939;0 &q..t;Ip2ut&quo1: Opaque I W31/2022 Yes, Y.. Y.s NIA Composite Edge Fiberglass Double Door with &quoLNon-ImmcI" Skeins. (I nowing/D.sw ng; OXXO configuration) 17 q. Thasornsi Fibes,C] ... to and S-m-9h., N-im is 3&ff39;8&qut;No,-tmpsed&qul: Opaque 1221J2022 Yea Y- No NfA Composite Edge Fiberglass Single Door (I n5vangfOut-mg; Xconfigurador) 15 r Therms-Tru Filber-Classic and Simeath-Ster Nominal a&#3Q:8 llquetNon-ImpecAquot Opaque 12131 f2O22 Yin, Y No NIA Composite Edge Fiberglass Single Door with ,91dalte(s) (IreavArglOut-fing; KO, OX or GXC configurations) 19 a Thermar-Tru Fiber-Classo and Smooth -star Nominal 6&#�9;9&q..tN.n-lmpa.Aquct, Opaque 12JSV2022 Yes, Y_ No NIA Composite Edge Fiberglass Double Door win or vAthouts idelites inamfingloitavving. XX or OXXO configuration's) 20 t Therma-Tru Fither-Cla,,sic and! Smouth-Slar Nomm a I S&MO &cluct0on-impactaquot Opaque 1 1SI M22 Y's yc� No NIA Composite Edge Fiberglass Sir@[. D (Ins'Ang/0,fle,sing; X configuration) 21 u. Therml Filber-Classic and Smooth-Ster Nominal 8'0 &quot:Non-lmfpaot" Opaque 12012022 Yes Yo. No NIA Composite Edge Fiberglass Single Door with 5defitels) (finswng/Outswing: XO, OX or OXQ D-flavati-i 22 v- Therma-Tru Fiber-Clamic and Smooth-Sar Nominal 8&939;0 &quot,Non-lmparct" Opaque 12131M22 Yes Yes No MIA Composilte Edge Fit bergIsiss, Double Door with or without Sidelites (hrusavingfOutowing, >C(or OXXO configurations) 23 w. Th-e-Tnu Flba,-Clsassi� and 8-th-st., Nominal S&ffZ9;8 kuo0on- rrrp.qs&qv.t; GI -el 12,3112022 Yea Yes No WA Composite Edge Fibaorgboas� Single Door (Inevangloutswing: X ocrifiguration) 24 x, ThermaTru Pilser-Classaic and Smooth -Star Nominal 8&039;8 "Non-rmpact8iquot; Glazed 1213112022 Yes Yes No NfA Composite Edge Fiberglass, Sings Door with sideiba(s) (ImsWnW(Dutstvang; XO, OX or OXO configurations) 25 y- Thernrra�7ru FlicenClassic and Smooth-Ster Nominal 6&39;8 "Nor,.nnp2c1Kquot; Glazed 12131=22 Y.s yes No NIA Composite Edge Fiberglass Double Door vAtH .1 without Sidelites inswingfOutswing: XX a OXXO configurati.ne) 26 z. Therma-Tru FIW-Claoso and Smooth-Ster Nominal 8&#39:0 "Non-Jmpsol&duot; Glazed IW31= Ysur Yes No NfA Composite Edge Fiberglass Single Do., 0 rawnglOutswing; X Donfiguration) 27 aa. Theirma Tru Filber-Cla,asic and Sorrooth-Star Nominal 8&939:0 &qJot:INom-Impaot&quor, Glazed 1PI3112022 Yes yes No NIA Com posibe Edge Fiberglass Single Door with 51deps(s) (InswingYOutowng; XO' OX or OXO configurations) 28 A. Thermai Flost-Classic and Smooth -Star No minal 9&939;08quot;Non-hnpad&quot, Glazed 12,'3112022 Yes Yea No NfA C ,am poete Edge Fiberglass Double Door Win or Wthout sidelites, (InswingiOutswing; >O(or OXXO o-figura-fors) Florida Department of Business & Professional Regulation Building Codes and Standards ProductApproval Application Detail Page 1 9 2 1 PJ2D21 Code Lorry or Date Date Code Pansdind Data 7V- version M coundst Endre-& Limens, V.IidAd ft submittled FIgC Apyrouval A,isovad Status R-4st- M!_nVm,faaeuror 2020 V rdovs and Dogre Stan Wilings, Luis Roberto Lomas Steven M. Uroh. HE 1010812020 1010EQ020 1OJ1912020 17J16r2020 App'-d Category: Exterior Duane (717� 30-3300 PE-87514 f71 T) 31 T-8454 Subcategorin Siding Exterior Dom Assemblies psItIi,aar@mi%vd_.o. C."ll Methoat Enluation Report from a Florida Registered Noblest one Licari Florid, Professional Engineer FL*15332-119 larodusts ApproviadforUes Approved for Dino Irmossit Design -0 Product Dragniqlao to HVHZ Outside HVKZ Resistant PrOssun. "Id.thar,111"Nom, D 'MINUMSGD SERIES 420 ALUMINUM SOD OXO IMInU2,11 No yea No NIA N5-3/4"x8O&qudt: NON -REINFORCED 2 SERIES 420ALUMINUM SGE) SERIES 42CALUMINUM SGD OX. XO,XX 12J31/2G24 No ?.a No NfA 96&qud;x8O&wot NO I-REINFORCEO 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED DXQ 12131f2024 No Yes No NYA 145- '14&quot.,o,96&mudt; 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM 60D REINFORCED OX. 12i3l)2024 No Yes No NYA XO. >D',96&ql,qUxS6&.qaot; 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 2OALUMINUM,9GDRElNFORCEDXyK 1MInG24 No �as No NIA 143&q.drt as"driot; Florida Department of Business & Professional Regulation Fra,.1 f2 Building Codes and Standards W2021 Product Approval Application Detail _7 All 10 R-0-2, I C-de Entire 7VDe version Manufasturer Contact Enall & Lh:-, Validated OV Submitted FaO Approval Approved Slatue, Revision 2DN Wayne-Daltor, a division of0vamead Docr Dwayne Kc-rish J con E. Sc"es Jeffrey P. Ars-, P 5, 10/12RD20 09,29)2021 IOMJ2020 1211612020 Approved curporado (330) 763-8121 PE-51737 (N4) 821-5200 Category: Ftarl.r Do- d1k.mishitil-yra-daturic Subcategory! Sectlor�t Extorter DoorAsserrib as orn Countillim.. Method! Evaluation Report it- a Fadds Registered Architect or a Lidsnwd Florda Professional Engineer FL#8248-RZO Poclucho Quality Asawaince Ancroved for Us, ho0novivel for use hered Dealem S-00 N.M. Product Description counraguDisbref on talle IN HVHZ 09stda HVH Resistant Press.. :�gd,�,'1T_N_tanPer 3 DoiN 105 9&#3S; Mrs dchlb. 14&*39: Mo. h.ght, Gisairg 1213li2O23 No Yos Y'a -31.001-35.00 av&ii.bls In top er phirmedial. section, 10 80OW5100111200 #1123 16,#39; Max 'Idt' .146,M: Max height. Glazing 12131A2023 No Yos Y., "al table in top or 11 80OO1a1QDa2DD#1124 ..s ,.width. 14&#�e: Maxibeight. Gladrg 12131 f2D23 No Yeo Yea -34.401-3B 30 avaisi,lis in top Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I or 1 1&2021 Coda Entity o P918 oal. Date Pending Date mum. version manufacturer Conrad En,in,ar&Li .. as validated or Validated Submitted FI1C A-aad Apr,a,d st.has Revision 2320 Curdeg Division of AADG. Ind. To. Ratty UL LLC Troy Bishop. 1211012020 1210 lf2D20 F_r 12f2112020 Approved Osregor)r. Exterior Doors (641) 494-2013 (954) 94T-0830 Subcategory: EXuror Door Components Compliance Method: Certification Mark Or Lisil no IF LA11637,93 Priadughs causlittvAssurance Approwd for Use Appir-d for U. ].past Postal, a-- a Prod.ot Mialol. N-b,, or Name Product Dimi.H. Contmest Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 607, 707, 727, 747. 75T� 777, and 84T Single and Pairs .1 FIJ,fi, Glazed . and Le -red �ingl. and Pat,, of 12f3i/=5 ye, Y.� Yes N/A Were hot[- m,tsl dogra- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 & 2 , sWD2 , I P, 4_-� M "Es 12 A N *01 "010 "Im ", , ii. - �,e� � - , , cards Enfin, rate Date Data Pending case TV. V-1c. Memarlarstuer centers Enumu, & U.- Validated Ely validated submitted F6C Abrininead Approved Status R.v.ion 2020 MI Wltdlc� and D-a Wart Sithrigor Amerman Architectural Seven M, UrICh. PE 111171'4020 1 1/7�2020 W27/2020 Approved category: Windows (71 T) 365-3300 Mai-0s.tur- Ase.plebw (T17) 317-B454 subcategory: Shrighe Hung bvHIrgen4_mi.d.... ComplImes, Method: Cartilloation Mark a Lissing Quality Asatuarl A .... -d far I A,,,v,d for Use Inipapt Dealer, on or, sea A b Name Product conniption C'mrsol Expiration Date In HVHZ Outside HVH Resistant Preassum 2 ',:tM,dK 52%72 Fln/Flange Frame IGJSG Single Hung 1 D10812023 No yo, No -GOI-60 Laminated Glass 4_0 W (n -0 > A a) 0 2 a) -En Cn 0 0 0 cn 0 C 0 CK3 = 0 .0 U_ ul.- 0 co > CIO) cn -0 a) cn E 0" 0- -C m _0 - Clio FFA FFA C" C" or M CIA 0- .Ln in E kn CD CJ Cn E C_ W cla ICU > 0 > L_ CL 0 C:L < 6-aeall, 0 0 < U) L) =:3 rail L CIO LLI CD _J SHEET NO. PA 1.0. I 1 -1 T , I - - - - - - - - - - - - 0 1 1 , I - I I I I � "L � ; I � 11, 1 t . , r , , 1 11 1 1 I'll 1 - I - f -, ----7- -1 __ - -I -i- __T__ -1 - - __ ___T__F_ ; - - - I __ _4_j Q) (3) I C_ I - CU a) -4.- Florida Department of Business& Professional Regulation Pug.6 .fg Florida Department of Business & Professional Regulation page I cf 1 Florida Deportment of Business & Professional Regulaton Pool oft Florida Department of Business & Professional Regulation Pao I Qf2 0 _0 > Building Codes and Standards 105)2D22 Building Codes and Standards iFd2D21 Building Codes and Standards i 62D21 Building Codes and Standards irs'.021 r- =3 -'-- Q) 2 _0 - ____ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L_ CL = 0 a) a) 0-0 S_ I , ,: -1 I . . . . . . 1, I L ". , 11 el; I'll , N 1, _2"-��'L' �'��"""' ""-'-�-�-x il�tYSQM ��O��'g � _,,-, " � _ &.",�;' �� ,. __ T 1.1_-Al'5 al"O"A ,� :�,` , , - "_ "" i '� '� �'_'� , a "", , , I ' 1", ,I r, , " ' - W X - I MAW" 'i�"'04' - , �lot' "N code Entity 0 Date Date Date PenOrka Date I � I'll - ' " ' - I— - L �"'L ' " Code � "__'-, k'c� , , 11 Entity Data Date care Parldna 'z"Q Data = co -0 0- Type version Manufacture contact Engineer& License Validated B Validated Submitted F5Q Approval Approved Statu C."Ilt Entity ck� �1111- Dal Dam pending, R2i_. Code Entity or Data Data Dal Plectra Date C t Approved status ZYM vincicar Mans.ladome, Carl Imal U,mans, %mlicksholl B,, V It ad 3,11maniff.di FBCAmsrqJ Arcuravad Status . - -1� il (6 R-isi.r 202D Th.,-Tr. Corporation Steore J..p.-n Lynd.r FL &h midt P. E Ryan J. King; P E. 1010712021 0911BM21 10113J2021 12J1512021 Approved Type vension manufacturer contact Engineer & luckrushe Validated By Validated Submitted FBC Approval Approved! stal" Type vaml.r plaso.pict..' 1111,111& Lol"11 Validated as Validated Subarliqui FBCA,,,v,l R.viskm 2020 MI Wac-rdl Door, sent Shilinger Arnsd ArOstecid.1 SA-sn M, Lifth. PE 1 1,72t2c,20 1 WW2020 11,2W020 Approved 0) 0 Category: Exterior Doors I80C) B43-7623 FiE-43409 (81 3) 767-GS55 Afflimation 2D20 PG7 Indust-l- Jons R..Id Mlismi-D.chs SCCO - CER Worm-D.d. BCCO - VAL 11)05r2D20 11XW202c 11111/2020 Approved Risvisinn 2020 MI Wird-s and D..ra Category: Brant3lihiVer .1murean Archirectural Steven M. Mich. PE 10,3812Q20 1010ano2a lovis/2070 Approved t TI 7) 355-3300 M.,,,rictqram A.,ovadiout f717)31T-W4 Category: Windonve (717) 355-3300 M.i.f.cu-nomAssocilifi.il I71T)317Z454 I - - . - Subcategory: Swinging Exterior Door Astermi,lice .j..parson4�thlirm.1h..- m relog.an: Vvod.'vs SLbC.ag.ry:SIng1a Hung (941)486-0100 (786) 3i5-2590 jroswsdQpgt1ndulxfldsc Windews Subcategory; Hcdzoml Slider o,1tIIrgs,0_niI,,,d.c- Subcategory: Fixed tsrtIi.g.n@_.ryd CD -0 0 Compliance Method Evaluation Retportfrorma p lands Registered Architect Licensed Florida Compiler. Method: Certification M.N or Listing .m CorTlIance Method: Certification Mark cr- Listing Compliance Mothod: Certification Mark ar Listing -0 or a Professional Engineer = 0 - = _a Is L#730-R28 Product F Let 53W-FREL RL r,,J,cts FulnSW-1414 Pri,juct, -2 L_ a) FL#20461-R7 Products Quality 4secingrat A- ... d for Use A--d far Us, ),,,at D,Si,n Aprouniatelfoi Approved for use largelict Design sea 0 Product Ngdol. Nuarre 11ML. Quality Assulano, A,,r-d for use A Prg(juot DescElistion pat, In HVH .... yludl for Use outalde HVIC ],,,,I Deal,, Reslistant Pressure 0 (D- = O r__ .:�: Quality Assurance Approvarifie-Use ApprovedforUsts Impact DaWan San A Prqduat Model. Number or Name Product Description Corpradt FagIr4jQq Date In HVHZ Outside HVM assistant Pressure sou, # Pr,du,t Model. Words, or Nam- Produrt Description Contract Eegralthurt gains n HVHZ Outside HVHZ Resistant emissions or 0 LL seq X Prod out Model, N um be - o r Nam a Prod net Description Contract Expiration Date in HVMZ Outside HvHZ Resistant Pressure 2 SH5500 fL.rga W,aila impact) . " single Hung Wait- (IMM02S yes Yes Yee N)A 1 HIS 186 Fin and Far .a. Frame 73.62 Insulated GI.- 02/iB/2024 No Yee N. -551-35 1 i85 PW 73 x 72 In.vided Glass 04/01t2023 No Yes No .60J-60 C M := - M 1 a. Thermal-Tru Froer-Classic and Smooth -Star Nominal 6&#39,8 "Non-IrnpctGt" Opaque '2131M22 Composite Edge Fild.,go. Single Door No Ye5 No NA "_ 0 M > inevvnQ/Ourewrig; X 0 U) 2 Id. Therma-7ru pilber-Classid and Smooth -Star configuratim) Nominal WS" &qudaqNon-Imqadl&qdot, Opaque 1213112022 N. yes No WA . - Composithe Edge Fibers lass Single Door with a) Ill L_ SdieliWa) �Iqdqvnq1Outawqg; XOL OX o`CX`C (n -4-i CL cscofig,mafi� U) M 3 e. Th.Tru FireClossid and Smooth -Sim, N.miral M039:8 &qu&,Ntm-Imcp.p!&,I.ot Opaque 1213112022 No Yen No NIA C- M 12 -6-i 0 - Fiberglass Composite Edge Double Dour With or - (__ � U) < without Sidelites (InewinglOutunmg, XXor O)OCO -0 . - configurations) I 4 d Therma-Tru Fiber,Classo and Smooth -Star Nominal 7&93g.Cl Squo0on-Impactilquot, Opaque 1W3112G22 No Yes No NIA Composite Edge Fiberglass Single Door 5 is, Therma-Tru Fibet-Cuesic, and Smooth -Star (InsWdg/O.t-Idg; XoonfigiJeticun) Nominal 7'0 &quoTNon-Impaat&quot, Opaque 1213112022 No Yes No NIA I Com positia Ectile Fibeglase Single Door with sidelicsW (Iris%v,q/Oua,vvmg; XO, OX or OXO oanfiguraicins) t 6 L Therma-Tru Fithar-Classlo and Smooth -Star Nominal 5&#3R0aquot;Non-Impss,t&quot Opaque 12r3l/2022 No Yee No N/A Florida Deportment of Business & Professional Regulation P'g'Lj 'fi Florida [)apartment of Business 8 Professional Regulation P�9. I of I Florida Department of Business & Professional Regulation P'.i at Composite Edge Fiberglass Single Door Building Codes and Standards 1WO21 Building Codes and Standards I F1121021 Building Codes and Standards lAW2021 onswing[OuLswrig Xminfiguration) 7 g, Thermss-Tru Filder-Clacezic and Smouth-Star Nominal tf&AN,OAlqqotNon-mppqt4quo1i Opaque 12131=22 No yes No NIA Composite Edge Fiberglass single Door vAth Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Side I le(s) (InsvvinglOuts,ying: XO, OX or OXO - -4 '_ - I 1't��' �&� " "'- c" �''� � I - "� � ......... " � - ,III � , '_"'_'__'_"""L ...... .. �' __� �!W' " , � � I 4 '�_�'�t�'�'�,'�,j""_"' ��,' "L - L, 1_' ti�� , ,� _"" L_' _ , ' - , - -L "?_�, -�Z ,� - 15 "' 1-1 R poinfiguratlDns) 8 h Th.,m.-T,d Pilder-Claiusn, and Sme.th-Star No Yee No Nominal 69439;0 "Non-Impaqt&quot Opaque 12131 =22 NIA Composite Edg� Fiberglass Double Door with or :" 11 Code Entity or Cal. Us Oat, P,ndIn, 0-1- 1-1-1 Code 211t 292 Data %ndlo, Dot- , � .�_. - " � _ - ___ __ , _ �� . -, � �� I _ _ I �' I , . I ..... - � _ Code Both, a, Data Data , - Care Prormus, area 4 without Sid.lit.9 (Inswirg/OutevvingL XX or OXXO Ts". Version Manufacture, Contact Bastin— & Lt.-, Validated By Validated sulturniffed FDOA,P.,sl Acrerovad Status "Von, Wii Man,pecturs, Contact Endfin9,11d .... Validated D, Validated St.brotted FBC Aismovial A,P,ov,d Sludge Tym. Version Manufacturer contact andirs.4, 8 License Vallde.cl By Validated sublartm'I W Approval Approved film durifi9qu,tions) I 9 ,. Th.rmaTru Filder-Cl.t.si. and Sm..th-Star Nominal !PWg;8&quot:Non-ImpsKt&quot Glued 12J31i2022 No Yee No NIA Affirmation 2020 POT �du,arf. J..e R-W Momi BCCO - CrR lgiarq,�Oads BCCO - VAL 11M)2020 i 110512020 Iltil/2020 App-d Ra,vwr 2020 Mi Wind-s and Doom Brent Bringer Luis R Lomas. PE Steven M. Urich, PC 10/13W2020 10100020 �011912020 12tl5/2020 APp'-d Attenuation 2ON PGTindustdas Jees R-..,Pj Mu..44).d. SCCD - CER Mi.m-O.de ECCO - VAL iIA35J2020 11105J2020 1111112020 Approved Composite Edge Fiberglass Single Door Category- W,,d..a (941) 486-0100 (786) 315-2590 Cat.9-y: Wj,d (71 7) 3B5-3300 PE-62514 (717) 317-8454 Category: Windows i941)480-0100 (786) 315�259a OrtaininglOutowing: X configumbon) Subcategory: Fimad IrescruolditiggOdusmesq shundcat.g.ry: M.Ibcoa bSItIingerQmIWd.cqm Subcategory: Mullions jrpswsWQpgtmdu9ffe&c 10 1. Therma-Tru Fiber-Ciassicand Souppith-Stsr Nominal 6'8 &quoIrNon_Impact&quM Glazed 12i3lf2O22 Composite Edge Fiberglass Single Door with No Yes No NIA C.anjull,oarrilethod- Carthicarion Merl, or Unfing am Compliance Method: Evaluati. Report tom a Florida R agWon,cl A,�Ihk.ct or, Licensed Florida Cofirpharica M91thod! Confifle,flon Ms,k ce Listing L .m Sidelit"I.) (Ins,fiing/O.tsviffig; XO, OX or OX0 fI�M3,R24 Product Pi.fa,sicnal Engines, F1.026i.R13 Products 11 k Therma-Tro Filrer-Claslic and Smo&h,S= corfig' hati.re) Normirsel 8'8 &quot.Non-Impapt&quct; Glued 12131�2022 No Yes No NIA Quafty Ae,uroarq, Approved for Use Appreivedflar i Inmc.cr, Design PLA153534151trolfirct, I Quality Assurance A,,,vod far use Approved far Use hainad, Design Z Carnposite Edge Fiberglass Double Door with or Sao# P,.d.ot Model. likusbar or Name Ca piodgcl vesq,dothan richract Expiration Date I, HVHZ Oulichda HV Resistant pient.,re 4MA Product 1,12clol, Number or Name Product Desedirron Contract Expiration "a It, HVHZ Outside HVHZ Reslancit Pleasure without SIdelitee �ftvVjngfOLtpwmg; XX or 0XXO 5 PW-5520 L.rg. lWaidl. Ini,ect) Mro] I'ld Wnd.v, 044;0it! D25 Y_ Yee Yee NIA QuAlw-Ass"ase. Asocaiwadfortm, Actionoatid for Me ho ... t pastor 1 Mullions for All Doom an it Wifldoe,a Alurnlrum Multhars W26,2020 yes yes Y. NIA configurations) sta"! �gud Model. Number or Name Product Description confront Esn'th"'Ition, Mi. In HVHZ outside RVHZ lRosistant peasse., 12 1. Thruma-Tou Fibim-Claussi-nd Smooth -Sol, Nominal 7&#39:0 &qqot;Non-1 mipatoMquot Glazed 12131 = No Yes, No NIA 2 Vertical Aluminum Mullion 12,OM024 No Yen Yee N)A Composite Edge Flpergl ... Sing Is Door (Inswingloutswing: X oonfiguration) 13 m. Tlh.rm.-Tio Fiba,-Cl.-,o and Sr000th-St., Nomrn.1 7&939;C &qt;N.n-lnnp.d&q..:: Glazed 12131 a= No Yee N. WA Composite Edge Fiberglass Sing 1. Door with Sidelifte(s) (InswirglOurtswrig; XO, OX or OX0 configurations) 14 n. Thenire-Tru FlIker.Classic and Stmeolrh�Slsm Nominal 5&939;0 &quct:No,-fmpxscc&quo� Glazed 12)3112022 NO Yes No NfA Z C-posita Edge Fiberglass, Single Door (InsvAnWOuSwhgi Xconfiguraflon) 15 o Therma-Tru Filber-Clas and Smocith-Star Nominal 8&#39:O�quopNon-Impeot&qucy� Glued 121�ll 12022 No Yes No NiA Camp -it. Edge Fildevirgla..8ingle D.orwith Sidelite(s) (Inswing/Ourtswng: XO, OX or OXO Floricb [)apartment of Business & Professional Regulation Page I of i Florida Department of Business & Professional Regulation Page 2 or 2 Florida Department of Business & Professional Regulation Page 3 or4 16 p Th.mi.-Tir. F,b.,.CL ... to and Smon,th-Stu configurations) Nominal 8'0 &cIuot;Non-Impadtsqdot; Glazed 12MQ022 No Yes No NJA Building Codes a nd Sta ridards I M12D21 Building Codes and Standards 10&2021 Building Codes and Standards 302023 Composite Edge Fiberglass Double Doorvirth or withiout Sidelitz,5 (InswitigiOutswing; XX., OMO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail LU configoinuti.rus) 17 q, Thamus-Tou Fil,Gllassic and Smooth -Stair Nominal M#39S &quotNon-Impaci Opaque 12J31�2022 No Yee No NA . r��". � , , � �'Wawg I'M Mll`io�"'�'114'1 01121�11 ' � "" 01 �_ Composite Edge Fiberglass Single Door vvAir 18 r. Therma-Tro Fiber -Classic; suird Shneorth-Ster Transom (InsvvingiOuts,ving; OAconfightnation) Nominal n#39;8 "Non-Impadt&quot Opaque 121,�L`112022 No Yee No NA Code EmIty or us lon" Cmh� Peodina Me Code Emily V QW. Dal a Dal, fae,dina P& Code Uhl, . old 4 29-1 push, Pending Data Composite Edge Fiberglass Single D4th Sid.lit.hs) and Tnan iInvmgfO.r.,rm9: QIXO; OIOX or GvOXO eenfigunations) ZY2111 Voodoo Man.f.d.- Revision 2020 James Harche Building Products. Inc, Contact Engines-& Unreel Validated B, Validated Submitted! flaCAcaproval Approved Status Chad Oler"s V Alldrele Till J.h n Southard. F.E. 011052021 1VW2020 OIA16=21 one FeC Appr, DIM version fflamirractureir Revision 21)2a Alsid. Contact Validated By VWj,W,d SuldenItted Fee A--,P Alictmoisd status Nick Th-p-n Lyndon F, Schmidt, P.E Ryan J. King, P.2. =15M21 0211512021 Q2r22J2u1 041312021 Approg! Tirze Version Manuilacturer R-.1on 2020 OA,F Ethatint,ar & Lfaarii V.fidedhol By Vaud.t.g Submitted Michael $tich Robert Miturturen John Vii, Knuavich, RE I 2,19M22 12117/2022 Fac R_sl 1WO/2022 Ainargd Status 02107/2023 Appd 19 .. Themna-Tru Fils.,-Cl.s.in and Stnooth-Sts, Nominal G'8&q..tNon-Inqpad,tAqgot Opaque 12J3112022 No Yee No MIA Category: Pamal Wall. a0g� 545-8350 PE-81682 (S52) SS7-25-26 Category! P-I Mile (330) 922-2389 Pr-43409 �813) 767LO555 Category: Roctfinig (800) 766-3411 PE-59186 I954) 772-6224 Composite Edge Fiberglass Single Door with subcategory: Siding ch.c.diereks@jameshlird! $.bC.I.gc,y; Suffile nthurnlcatnies'sid'o- Subcategory, Asphalt Shinges m,Uzih@gef.c.m Mi Sidelita(.) (Inavmg1O.taW.g XO, OX or QXO Compliance Method; Eftuathort Report to. a e.,.m Cornicli.ruce Wal Evaluation Report from . Compliance Method: Evaluation Report from a Contruous Head and Slit configuraticxrs) Florida Registered Architect ors Licensed Florida Pkedd. R.gi,rdArqhIH.d or. Lican-cl Florida Floods Ri,glatemdArchitect ce a Licensed Florida 20 t. Therma-Tru Filber-Classo 2 nd Smooth-Stsm Nominal 8&939:0 8quot:N.c-lmpt&q.pt Opaque I ?J3112022 N is Yes No NJA P,.rsc,i-.1 Engines, Professional Engineer Professional Engineer Composite Edge Fiberglass Single Door with Sidelile(s) (InswinglOutewrig; XO. OX or OXO F L41 3192-Ra iarcn,lvd. FLOINN-115 product F Uai si 24.R33 Products 21 u. Therma-Trit Fiber -Classic and Smooth -St., Co minuous Heed and Sill configurations) Nomln�l 5&#3" "Non-lmpad&cIuot Glazed 12J310022 No Yes No NJA QuafirvAssumn,st Approved far Us. Approved far Us. Impact castor chi,shv A.%umchoe Acraevaij for Us, Aocr.v,O fair Us. Im.acit Design Quality,56surancto Approved for Uso Approved for Us. Impact P-shfar Composite Edge Fiberglass Single Door with sea 0 Product Noclik]. Number or Nam product clandirlotle, Coritract Mcphrallem Date Ili HVHZ outside HVHZ assistant Pressure Beq A6 P,.d..t M.d,L Number or No.. Produat loneorliction Contract Evii1rall.", Ca. In Mvirz outside HVHZ ahnslatault Procau". *00 0 product Model, Number W Nam. Brodget Descrited.11 Corgract Explinglon, Igare In HVHZ Outside HVH assistant pressure Sidelite(s) (InevvinglOutsiving. XO, OX or OXO 1 Cvmi,l,nk Laid Sich-g liber-crt lap sidling 12/3V2023 Yee Yes MIA MIA I a- &quo::2T&.qu0t Soffig Vent or Sold Vuryl Sont i2/312023 No yes No NIA 1 OAF Asphalt Roof Shingles for use In FBC, non-HVHZ Fiberglass rainfor,od 3-tab. harrinatcd. 5-tab and 12116M25 No yes MIA NIA Continuous Head and Sill configuratiore) 2 H.,dIcPI.nk Let, Storrs Iber-crt lap siding 1MI/2023 yes Yee NA WA 2 1p� &ductAfli.a. mt&pdat Soffit Vent ., Sold Vityl 5aflit 12Q112023 No Yes No NJA j,risdiction, hipi-Idge asph5ift5hingies 22 , Th.mrip-Tru Filp,r-Classi. and Snateuth-Sta, Nominal 8&439:0 "Non-Impsg;t&quot Glued 1213112022 No Y_ No MIA 3 c. &.cluotGreattre, Vintage B..de,184139: S.ffit Vent or ScIld Vinyl Wit 12y3lM21 No Yes No MIA 11 \ I Composite Edge Fil,tertilase; Single DcI with 4 d� Lqu.t;C5&qgqt admit Vent or acid Vuril ,Will 12MQ025 No Yes No MJA Sidel its(.) (IneWinglouts'Ving. XO' OX or CXO Continuous Head Sill 5 a, &q,d,Chsat.1 O.k&qu.t; Soffit Vent., Solid Vinyl sort 12)31=2S No Yes No rUA em 23 . Therm.-Tt. Fib.,Cl..Io and Smoctifir-Star and configurations) Nominal 6&489,8 &cluctivon-limpaelt1quat Opaque I=i(2022 No Yes No N)A 6 f &qucx;S.par Strant&g.ot; Saffii Vent c, Sulid Vmyl Wit 12i3lr2t)2� N. yes No NIA CAW-2 Composite Edge Fiberglass Dod, Parelavrith Vented 4= Sideliars) (IneWnglouts,ring: XX' >=., XXXX . 4c%d . configurations) V ,-_ 24 x, Therma-Tru Pilper-Classic and Smooth -Star Nominal 8&#V,O 8quot;Ncn-Irrpaat&cjupt; Opaque 1213112022 No Yes No NA M . Composite Edge Fiberglass Door Pareelsinith Vented � Sld.lite(pr) (neiving�Duts,ing. )OL XYX W X)= 0- G one-fig.'ab ... ) :a- L'Lj 25 y, Thermes-Tru Fildar�Clamlc and Smocth-Sti,r Nominal 6&*39;8&q.&;Norr-lmpast&q..t: Glazed 1213112022 No Yes No NJA �= C2 - _= Composite Edge Fiberglass Door Panels vAth Ventad = ,= Sidelite a) 0 nownWOusevving; )D� XXX or )OW ( . Florida [)apartment of Business & Professional Regulation Page I at Florida Department of Business & Professional Regulation page I .1' 1 Florida Department of Business & Professional Regulation P.g� I of I ,= --r, C= =_ 2d z. Therma-Tru Filber-ClassiG and Smooth -Star orenfi urations) g N.Minaln#39;0"Non-lmpact&quot Glazed 12t3V2022 No Yes No NIA 1021 Building Codes and Standards 10W Building Codes and Standards 1 W021 Building Codes and Standards iIV2021 % CID M Q.) C'4 Ccm Edge Fiberglass, Door ParielsuAth Vented .= Co >< posits = ll Cj_ Sid.lite(") (I nAngfOutv,vmQ. XX, XXXorXXXX ProductApproval Application Detail Product Approval Application Detail Product Approval Application Detail Cc (= - ponfigurathons) . _= C-.4 _= �" :4, hr, 'v% g"r ---n c vg � 11 '14, '-�W' I k 191 "y 4 14 il� RIN I "I �' 01 � 'M V � &s'g"Tq%ffift'P"'nW T -"t-"'.' �,nLv"�' 'up V V n'--' "", s WINNING 13FIN'S"N -n-'tm,'r , "' ,-'@ pp �� g g�sq�� 01 * � q '� y V WE " - "I , _' ,J - � -svi�-'g"-';�"Vw_'�'� lt ,�-�;%�'�;"1'1,' ' -'k �%�o -�"""s � v�- , . ,�XL" - _p �'_ , M�� , _ '�t.7 t�-' '11W"'�" ft -Q��' ""�X.. , '� V_R"�olillA'M'k �Qny� _�"'��t' W�H,'� . , , , , � , , , ; '�,"v - , "r A "N'. 27 za. Therma-Tru Fiber-Cassio and Smooth -Star Nominal OU39:8 &quot: Non-) mpaat" Glazed 1213112022 No Yes No INA Composite Edge Fibargla� Sir with 3&9, gle, Door 'ca W C= T . - I .0 Sidelke(s) Onswing/Outsvong XC, OX or OXO . 14- �'. � __ - � � , I- _�_' 1_'1___ , - �- L ".'sv , � � _'-w _� , �_ dl� , - � , - Iz�ry 3 _�� _vXey� 111 - '�_ , - �" � - - "' wmy�' - � � ' �� Ll� _"'�"'�� "M 'P"i I 011'� ".' 2 ti, W configurations) Code Emitv - Rall. Date Data P.Whino Dot. Code Entity or Date loate Date leendina Date Code Both? care Ced. Dan, Pgridinto Me " _= W 28 zh Therme-Tru Fliser-Classio and Smooth,Star NcMln8f6;8&quot:Non-impad" Glazed 12131=22 No yes No N/A Woo Va.!.. M ... f.d.mv, Conrad Eulme,41. Llaccore V.110cliel By Validated submitted FBICAsurmasal Arroopy. RINWIL Tv.. V,emloa' M,auf,4v,, Contact Entl U ... a, Validated W V,N,S,t,d Submitted FBC Aramovat Arrainvy,cl Status 7yip. Vam,lan Manufacturer canteet Linal... & License Validated By Validated submitted Part Approval App.v.d suitu. . T=- - = Composite Ease Fiberglass Double Do,or with Revision 2020 TAMKO Building Prodoote LLC Kem Uen Roden Maranon John W, Kneza,lcl,, PE 1=412020 09129,2020 IOAM020 17JISM20 Approvad RaAsicm 2020 L.V. Thompeor, Inc. dos Thomperfi Architectural Tony Christman Zachary R. Priest Steven M, Urich. PE 09fl V2020 MlWO20 =22`2n2a 12titV2020 Approved Revision M20 Florida Metal Products Me, Clark Jones James L. Nailer. P,E_@ Stsveh M, UrIch. PE 09127,2020 09,25i2020 10M,U2020 121161202Q Approwd 0 = '!'� 303g:0 Sidelitse 0msvAnlgIOvtSv,A,g, 0)CKO Category, Roofing (417) 624-6644 PE-5D156 f054) 772-6224 Metal, Company TAMCCI l613) 244�3456 PF-74071 M7�31T-8454 Category; Roolne L904) 78M400 CRUCK Gpporing (TI7) 317-8454 f_> := 29 zQ. Themma-T,u Fiber-Cl.suic mr,ismansth�Sts, configulation) Nominal 8&#3S;D &qocr;;N-,-Impel Glazed 1213112022 No Yee No NJA Subcategory: Underheyments karriader@eankc,com Category: Roofing i-yQg-e1aIh.ofimj Subcategory; R.qftg Accesm. that are an dIarik@fiam....m PE-SI242 �g 3: M - Composite Edge Fiberglass Single Doorwith 3MQ:0 Compliance Method: Evaluation Report from a Spubcalogictiry: Roofing Acsepc.rias that are a. Integral Part ofthe Roofing System Integral Plarefthe RIfi,gSy.,sm Cer-plisee.M.1thod; Ehulntlon Report from . . , L Cut -0 Cj 4) Sidelite(s) (Inevving,tOutowng; XO, OX or- OXO Florida RegiMersdArchitrurtore Uraud Florida Compliance Method: Evalualthor Report from a Florda Ragi,teffidArchitect or , Lics,sed Piano, - ;.,. = ,= so zd. TherTru Fber-Classin and Smoath-Star coinfigur.ti.m.) Nominal 3&#39:0AqLct:Ncm-jmpa,rt,KqLot Glued 1213112022 No Yee No NIA P,.f..i-.1 Engineer Florida egi�teradArchitmt,r�Li�SOdFlodd2 Prof'saRred Prefeasbul Engine., ; tz. 03 P. = .Cc �:_ - Composite Edg. Fiberglass Double D.oith flurI2320-fleffirodUets I I I Engineer FL#Zliatutl! larad,uh, " = -0 3=39 0 Sideftes (InsWng/OLt&Wng; OXXO . Quality Assurannat Anerndforl Auamd for Use ],-,t Coal Fo*18913-Ril; Products I = 1-= 31 za. Tharma-Tru Fither-Ciosso and SmOoth-Star configu rerpon) Nominal 7'0 "Non_1mpaot" Shaker 12810022 No Yes No NfA SP. # product Model, N,mabar c, Name P,duct D-iintiort Contract Expiration Date 1, HVHZ Outside HVH2 Resistant Pressure Quality Assurance Approvedfor Use Appro"d for Use Impact Design S." Product Model. Hurbor or Nam ouctflity AsIluraho, Approved for U, Approved product Eas,lurb-n C.M,ggt Esiginsti-RItijiL I,, MVHZ far Use perishes HVHZ lempaiet Design Resistant lora.A. .5 - '.j Series Composite Edge Glued Fiberglass Single 1 TAMKO Root Undarlayments �HVHZ) Recsturichulaynarre f.,.aa In FBC; HVHZ 06r2912023 yes No MIA N/A a-- * Prodijot Model. Will in, Nam, product Description Contract Expiration Data in HVHZ Outside HVFIZ Resistant Pressure 3 �- FLAMCO &qW:RV IC Ridge Vant&quot! Aluminum Ridge Vents for pitched ravrls fabricated 12OV2024 No yes No NYA o.. �_ Door with or without 1&#39�2 Sidelle(s) jureclictich" 1 TAMCO Flat Top Off -Ridge Vent %,In Refifit for Tile 26 ga. earth; roof ... Illat.fth that. 09109/2026 Yee Yes MIA N/A f,.m 13.025'Ad.rniriurn rz (Innevving(Curaxiving. X OX XO orOXO configiurzpons� 2 TAMKO Roof IJrdarIayrnem94NON-HVHZ) Roollunderaymears torus, in FBC nw-HVHZ 0&2912023 N. Yes MIA NZA 2 TAMCO Goosarsidi'Acra 20 ga. 09109=26 No Yes MIA -W-52.5 - jUrlsifictions. 3 TAMCO Off -Ridge R.ii'Veri BaM 26 ga. static rouri'verrilisor,ith Integrated baffle QW0912,326 Yes yes NA NYA 4 TAMOO Round Top Off -Ridge Vent %�iith Battle for Tile 26 Us. static roorventlistory,ith beffle 09/0912026 Yes yes MIA MA Florida Department of Business & Professional Regulation Page i of I Florida Department of Business & Professional Regulation P., 1 d3 Florida Department of Business & Professional Regulation Page i of 1 Florida Department of Business and Professional Regulation Building Codes and Standards 1171202i Building Codes arid Standards 1,7)2021 Building Codes and Standards 3AJ2023 Building Codes and Standards 3/1512022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) . M��"."_'_ ', , " �15 , , M V, V - .11, ��'� V" �!L"�'� '_'_ . " code WIN . Dole Date oat, Faii Dem, Code 891th, .' [We Data ", Panel- Data rodo Entity or Dot. me Date Plawltria Date F05259-1131 Tyac, ygirsin 51-0,racturtur R.'sic, 2020 Lemarnu. contact EmOnse, & License Validated Ev Validated $,"itnts! FDC Amproval Acham status Kahm. oalley James L. Buckner, P E Steven M. Unch, PF 11/2312020 1102W2021) li,!20020 ding FBC App,- Ts"', Version Manufacturer R.,Whon 2020 B..I R.ofirg Contact Contrast 9 IJ'. Validated By Validated Subgrifted FBC A,.,sl Arenpuad Status Anderson Bob. APHO Unit.- rv.Wt.n Gary W. Worker 111012020 1 VOM020 11ID612020 Approved TVPO Version Manufacturer Revision 2020 Glebal Protection Products LLC_ 'certurt Engineer & Worms, Vaildatad ay voligirlond submitted Tin, R.Itureer WaharA. Thlit Jr. RE John W, Knenvich, PE OW8M20 D919812020 FBOArip,.val 1W17N� Appr Susai. 12A5)2D20 Approved CD Cole f"LZ Date Date Date Date Status Category! R.dfinq (50ill)63-G163 PE-31242 (717) 317-6454 Category! painting (80i)3e0,60G1 Services LLC, �205) 854-010 ciuslimin sh.tt.m 19541 684-7545 PF-44167 (954) 772-13224 ginger & . RPE Version Manufacturer Contact gn Validated By _�___ License . Revision 2020 OL LASS USA Maury,Alpert, John W Validated Submitted Pending, AMoved Approved _ 10126f2020 W2212020 FBC 12115/2020 S.sCat.ganq Routing Acceesonse that .. an Integral Partofthe ReefingSysem Cruciplian..fiflather: Evaluation Seoul inom . Kday&-aneoc.rit Subcategory! Rooling-Tiles C..pII.o..M.th.d! Evaluation Report from a Poduct E-11ati.n Enfity RebinArdutrachrolhomi.co In Subcategory: Storm Panels Co .pit-. Method: Evaluation Report f,.m a fim.robIrzar@gppahLcq " Category: Roofing S9542331 SnDS mal pert@ polyg lass-com-, Robert Nierrhmen Knezevich, PE - Alinnoval Florida Registered Architect or a Licensed Florida - Florida RegisharsdA,cliject ,,a Licensed Florida professional Engineer Subcategory: Underlayments PE-591 68 (954) 772-6224 111011202D Professional Engineer Fon7lillIZ-fit lamcludis F WNS-Ril 2 Produals Quglfty Assigirvires Awroved for Use Appro.ond fair Use Impact Dealan PLY1507"d Products Compliance Method: Quality Assurance Approved for dear Approved for No lat Design So" 1 S ift'll-�l.t,Tl��L:.,.,P"llry'Sliate, Product Vanumliptlan C,olmoll Eminct - Cled. to HWHZ Outside HVHZ R.Wistan't plaseare Flat Denver, CO Q_lit'Aena.Pa'.a Apon,vel for V- Amoo-ol for Us, lqupaqt p.i.o E Evaluation Raportfrorn, Sap# Product model. Number ,, N-, Contract Enuarraton, case in HVHZ Outside HVKZ Resistant p.- Split old English Thatch &amp: Jrcip.t,t Run. . IMU2020 No yes NfA NJA Atif Product Model- Number or Name Product Description C,rar= EWPI Dot, In HVHZ Outside It Resistant Press,, a Florida Registered I Cc�k-Arl DA-4 ., TRI-Boht Dk-Aa DA 4 L- Pi-ofil., P.lyp,pyl ... Plastic RoixiVant 12/10,2025 No Y�c M. -97.5.i-97.5 17 Saxory(303-Slaie. Shake"irl Split Shake FlaProfll.-Sorktor. CA 12131,2020 No yes MIA N)A 1 20 Glge G.1vcni-d Seal Storm P.,sIstHVHZ Corrugated Galvanized arel Storm Panels retained 1MIL2023 Yes Y. Yes MIA -0--i Architect or a Licensed Florida Professional Mallianic.11YAtected he Ply.-Iodd Deck 1 19 Sae.ay 800 - State Shot. "mp: Split Shake 15 Stromy 700 - Shake Star. 4,arnp: Split Shake Fiat Profits - Risk., CA l2t3112020 No Yee MIA MIA Fiat Profile - Stkt,r, CA 1213IM20 No yes MIA NIA 2 24 Gept, Oalvanized St,al Storm PandaINHVI1Z or not by tracks to proxfide h.m.. trom.n.n. Comigeted Galvarized Steel Storm Panels retained 1WI12023 No Yes Yes MIA =3 W Engineer 2 Shr..ryT00_Sh.q., S.I.4rinnis; Split Shake 2T TA.a Esptm. / Bard.lon. Flat Profile - Rialto CA 12 31 =20 No Yes MIA MIA High Prolle - Katy, TX 1 Mi U020 No yes M 1A NIA or net by tnacc; to provide hurricane protection. (3) FL#5259-R31 Products 28 VIII. Lw Prcae - Katy. TX 1 Mi Q020 N. yes MIA I'VA _c_- QialityAMLrarla illlgilroved for Use Aotofflg f9r Use lMpa& Dresign U) i-0- Product Model, Number or No- P-d.a Chasariel!M Confirml 113jultdon In HVHZ Outsidellill1Z Resistant Pressure Date I Polyglass. Ro<tf Linderlayments Roofing undetlayments 1012112022 No yes NIA +N)AI-622.5 1 Polyglass Roof Underlayments (HVHZ) Polyglass nao' underlayments for use in FBr,1212312023 Yes No NIA NfA � CIO HVH7juflsdi.l1o... > 2 Polyglass Root Underlayments; (non-HVHZ) Pollyglass roof underlayments, for use In 1ZM023 No FBC n.n-HVHZ j.1sciflod.ns. Yes NIA -NIAI-622�5 (Z C) 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underlayments for use in FBOlV2312023 Yes No NJA N/A Florida Department of Business& Professional Regulation Page i of 1 Florida Department of Business & Professional Regulation Neal nrli Florida Deportment of Business & Professional RegLjlaJon Page I vf 1 L_ HVIHZjurladic,I, Building Codes and Standards V25t2022 Building Codes and Standards LIN2021 Building Codes and Standards i17=21 > 0- 2 Polyglass Roof Underlayments (non-HVI-q) loolyglass, roof underlayments, for use in 121`2W2023 No F8C non-HVHZjud.dIatI, Yes NJA -NIA/ 522.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0_ I Polyglass Roof Underfayments (HVHZ'l Polyglass roof underlaymeras for use in FBCi2/23)2023 Yes HVHZ jur.dict.nis. No NIA N/A 0 < I . _ '! "._&-�1�"-'-'_:1=- i�'."'�';_'_- -1�,,�,�,��,,�--',��,�,�'��-'�r, ffLllf��_-�ig�-'��"' I ,�' -M'14-*.uL"Ik�,� o�p ��-: "�"- tP, r ��' _�d_'�'�so__', " " , , - -- _ - " .1 _.'_ �L R" ��'�'.' '-- ie� 'XT � - _��"_12'�",'.',� a _ _ _ "', * Le� � - - -, -W-, _ _'L , I .. � - , ;' IS I - "117 , ',4rMMR r�l �� _'fl 2 Polygla5s Roof Undeftyments (rgon-HVHZ) Polyl roof undedayments, for use in 12123l'21023 No FBC non-HVHZ jurisdictions Yes NJA -NIAt-622.5 IF 1 I Code, ryne Version M.nufadinmer Entity Daw Date 09,gPlinglina oat- Contact Engineer & License Validated Validated Submitted FECApproval Apionoved scatus' code Im Version Manufacturer Entity or Date Data Ii pending Dug oral aromatic & Licherro Validated So W,JOd,t,d Submitted FBCA-,,al Approved Stage, code flimigillict,nar ralety Dal pass Contact Dera, Pending Data '' �� _ " _+_j I Polyglass Roof Underlayments �H[VHZ'i Polyglass roof underlayments for use In FSC 1212312023 Yes No NA NIA Ren,ision 2020 All American Shutters and r lass milie Barbied Frank L. Bermardo- RE Troy Bishop, P. E. 1012812020 1011512020 11105/2020 12115/2020 Approved R.Asiori 202D Alichns Sued Le%vis (CC 11,.fid.flqn S.rvioa, LLC Wili.m M R�vfl.i, P2 10,3112020 I 042212020 114612020 11IM020 Approved Tire- version Revision 2020 "mmercial Concrete Productalne. Engineer & License Validated By Validated Submitted Robert 01111a Ssnnusl A. G..nba,g John Hoy 12,16202s 12116M20 FQC Acudismal 1D2912020 Acrmd st.t.s ding FBC Appr- 0 2 Polyglass Roof Underlayments (non-WHZ) HVHZ junsdi.E.Pal. Polyglass roof underlayments, for use In 12/2312023 No Yes NIA -NW-622.6 category! Shutters Subcategory: Storm Panels (561) 712-9582 PE-0046549 (954) 947-0880 mIh,edQaII.m.,ic.,ah.tI. Category: Structural carnporents S.bCateqcry; Truss Notes (321) 710-3377 (407) 681-1917 ao-Q.Ipmaft,.1.m category; Structural Components SuIsCategory: Products Introduced as a Result of (8� a) GSD-S707 PE-34245 052) 568-53i 1 prr,aag,do@y.h-,qm =3 FBC mm-HVHZ j.ri.diciti.q.. 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Gsl,.n,z.d Steel Storm Pianal. 12)aIY2022 Yes Yes Yee N/A 2 ITWB=Ap1ra Hinge Plate Metal Connector Plat. 12J3jnQ24 Yee Yes NIA NIA Sea A Produet ModeL Number or Name product cieseruptim Contract Dot Oat. in HVFZ Outside HVH Resistant Pressure < ITW 30GIActire Truloc 34 ITW BCG/AJp1m Wave Metal Connector Plate 1 W-1/2024 Yee yes MIA NIA Metal Connector Plate I X31/2024 yes Yes WA MIA I Ouality Precast or Commercial ConciVe Products Pre,cast and Pietri,canod Cret. Llittal, 05i2612024 No Yee MIA N)A a) U) -P--j M 0 M = < a Florida Department of BusInass & Professional Regulation Building Codes and Standards P.ga2 cf2 3MIM23 Florida Department of Business & Professional Regulation page I irf 1 Building Codes and Standards 0412021 Florida Departmery: of Business & Professional Regulation Page I r`2 Building Codes and Standards 9rl -0 - �-- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ M 11 I �.. - ,. 1-Ir ,1. , L ;� , �� " "'j"", , 1� I , � - Code Erefitv or Data Data Date Pendinna Date Code - entity or Date Date Valle Perding cal Code 7' , Entry . Date Date Pencil Date � - - " -1 L. LU I TVA. Varehon Marrulmeturair Contact Engineer & Lf ..... Validated By Validated 45.1ternli PIsC Approved Approved Status pia Veralon Manufacturer Cont.tr atrWinussin & Memo Validated By V.1ijaged sicarittall F13C Appmval Ao,M,.d sts"A's T_. ZIM Manuillact .... me Ciinun.t Bright— & Loarear Validated EW Validated submitted FBCAW-,l Adrra-d 2121M :� = R-s,.n 2020 MrIal, Inc. Category! ar.clustr Components EWrldna ICC sviru.n., Sa,vil.a, LLC ICC Evaluation Sc., (952) 8968635 LLC. 01JDW2023 12,2012022 01,0312023 Approved Revision 2020 Way,miqrsusor category: Structural Component, R.b 9.1,14. ICC Evaluation Sinn,les. LLC Inn, L,h,a,. P. E. 02CM021 10fI312020 02f03t2021 Approved (253) 924-6476 �609) 83l)-3288 R.h�rt.G. 60resoyarlih. AffltIon 2020 AphaAdminum, Inc. category: P..l Wells jo'se silhvo Luis R� Lomas ,Steven M Llrich PE 11/10)2020 1 1A 6/2020 11120/20�13 Aple-d f4071 509-200B PE-62514 i7l T� 317-8454 < (D Subcategory: T Plot- swelden0mii.com (205) 599-9800 SuIsCateg,vir: Engineered Lumber Coespitsires Method: Evaluation Report from a ou"Loom Subcategory: S.Ints sIphu.I.rNq.mhaa_y.h. ;E I Compliance Method: E1.1g.flon Report from a Product Evaluation Entity product Evni,aho, Entity Comfillarece Method: Evaluation Report from a Florida RegislarsdArchr.iA cv. Licensed Florida 0.c.rn a FL#2.19741110 Pr.([Upft FLUOZZ-H111 lar,ahloo, Pr.fess.al Engmase I � < 0,,IitvA,s,,,i, Aamo-d for Us. Agrd forr us, I.D-t Dancido Approved for Use Approsocl for Van, mi Design rLaI45,14.1115 A-6duote I I I I I I I I sea A I Pi-oduut Model. Number or Name BAHS Prcnuluct D.dHad., Covitraell E,i,,Alcn [)are in HVMZ Outside HVIH Resistant Plan— Sao, � Product Model, Number or Name I Mi-lism LVL Ptodul;k D,aginil. Ca!!!i�=.a in HVHZ Outside Ii R'ststant P--,. 0313U202Z No yes NIA NIA Aincepured f. Us& ABproved for Use himpact posts., _j a- I 2 Mi M15SHS 18 ga. high stro,angth trusts connector plate 12i3112024 18 ga. sup. high striingth r connector plate IMU2024 Yen Yee Yes Yes NIA MIA NIA N/A 2 P.r.11.m PSIL � TimeerStrand L-31. _.m1roaedV...eL.rroe, Porrul.] Strand Lumber MIMJ202� No Yee N/A N/A Lumnated Strand Lumber OMU2023 No Yee MIA NIA a-- # Product Model, Number or Narmi I Alpha Aluminum Wil Ump VentedAlurrhiml SOW Frondulot l3cosq'jobca. 1, HVKZ Ouitsid. HVHZ Resistant Ccd!��sga Alpha Aluminum solid 4arrip: Vented Aluminum GM002025 No Yee No MIA 3 4 M11 is MT18HS 16 gs, trus, comn.ctorplat. 1 M12024 18 giL high strength truss connector plate yes Yee Yq� Yes MfA MIA NJA N)A 4 TJ Rim Board Structural Composite Lumber c, Oriented Strand 03i3l)2023 No Yes MIA MIA CMU Ump; Wood Soffill CMU & Wood I SHEET NO. a jV3112024 5 MT20HS 20 ga. high strength truss connector plat 2121,2024 yes yes MIA WA 6 TL18 MT18 lag.Anuescomiculceplates i2ill=24 Yes yes NIA N)A boaud Rim Board 5 W.Y.m. cL.., R Board Created Snand Board Rim Board 03/31)2023 No Yes WA NIA 7 T-20. MT20 20 go truss ,onnectoriplates 1213112024 Yee Yee MIA NA I . . March 6, 2023 PA 1.1 I (3) C- Rodda Departinerit of Business & Professional Regulation P�l are Rodda Deparbrient of Business & Professional Regulation Pa"Iel Rodda Dapartirrient of Business & Professional Regulation W1.1i Rokida DeRrillnent of Business & Professional Regulation Paill Building Codes and Sbarridarde Building Codes and Standards Building Codes and Standards Building Codes and Standards > Product Approlinil Application Detail Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail I 'V1111, U W� -6, 5,11 CL Was cam U0,410. munabot" sever or 00 R'Wr4V&Uo*ftM vaimow DAk _go Wliebled 3.1valtboo worPomd" FOCAill 20 Anandwad cod. VOW00 msambetutat Eil lioulnewalLionoo val4b" Del. DOW Dell- Panda Validated Bob FECAppyvill D*- Approved 111101*0 Ty" code *role. mooplaolure Eofilat., come FAdne.18,1.1ift-se VS]Mftw Dala Bob Wolbi*d SAmites DdePandla FRC Adowool a-" Aparwmel Oak* raft 21k gas DalloPandjus %.I.. 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Fixed te4l) 821 -M co -ca 4;orepliance Method: CoMkotlon Mark or Usling poloproduotappro-siope coraplionce mollew: cenificallom Mark or USUR9 pellopuductapproolope Coplissemi Ifietbod: Ger"calo, Mark or Using Pe4oprocluolapiavalage compliance Ustbod: Pmlualon Reporl from a dellaproductacp-90po 11s.oDin ForkdaRegislamnifthiftet-Lbe-od Florida 0 -0 FL#SB2"12 I'mad. F Idmild Engineer 0 0 FLiMS2U4M levedpals L- Awl Product Madel, Number or Nall QualfilivAsouraft" Prodoctomical Aocranced her Use 1.11 Approed far U C,Wb HVNZ bAm ftedliant MISS Pressure Mail Pradoot Iflocialblurnbere,141" PradestWoodat A,-,d Fer Us, in KW 0,116ills Ho Lmaw gmdw Radial" Proos.m ila eroded Model. Kunb& 41 ftas amimLAEL02= hmdvd2m*adm Coatentfigoratigh Dab Aa-ad hr Lit, A--d inill ft� U, ouloldo WNZ Fkaddidt based Deli= Pfau Q=IIbrA. Anchaval For Us. Aparinsial hK U 1. Deal 0 5L = 4021 Pre" 0001, V,-bwr or Name Plodwa0peariot in WjHZL oubldo HvKZ Resident Pgoesere -2 I 2 Serles. 10120 H th Performonake Single Hung Vdy 8 Inge Hung Window (42-. M 1111Y170127 N. Y. No 'aaso 1 Pak 10 Solas Single Hu mg W mdow sr. 97 Mnyl N.M.P-4 B�ngl. Hiung Window 06(22�24122 No Yea No +4040 1 2 gere lorlo Mnyd RX0 wtft� [OV X 761 U1,1152022 0711MO22 No No Yea Yes NO NO 2sl +2W.2S 1 Yea Yea No MIA 0 LL C Swiss 1=0 Hlgh Peribmiaroo Snil Hung VW High Perlormance Birds Hung Twin 050=7 No Ves No +601.8:1 2 Palo 10 Series Single Hung Wndw SC. W Mryl N&M.pect Single Hung WIndow STIMM022 No Ves He 145145 seH"100 No yes NO 105erl-FlerpFixed 10 Bards 112'Fl.,go FbW Vilmd- O&M9031 . - ICU -11.- Co 3 Sees 1=0 Singislivrili Composite (72' x 61161 Wl Mny Single Hung �Po 72-) 0&1&2027 No Yea No 140W a 4 Pass 10 Sales Ungis Hung Widow 54'. Or Vinyl Non -Impact Single Hung Whft. 070MC22 CITIll No Yes No Y. No .60(.60 Me +51111-53 a awlealw2c Mml FIxed Window (Or x OV) OTMOO22 -Got-w ,- 0 Co > 0oq>oft(10W z 4 Palo 10 Sedes Single Hung Wndow 4r x 7T Vnyl Non-limpadil Sir& Hung Winclow yes 'SSL55 FLNKS"la PAIslafts, 0 in -0 5 elional=l son IG70 sirglo. mnyl eir'21. Hurg Till 0. Compdeft (101in . 53-5*1 OMW027 013=7 No No yes Yet No NO +3&�Sif Palo 10 Series 1 :�ng e Hung Wndow 3OR x Or Vnyl NoMmpaM Single Hung WIndw OW=22 OV0912022 No No yes No NO 40-W . E 0 6 Hung gem" 1=0 Vhg�: Hung %Inyl Single Hung Twin Conippolhat(BOXx 311.111 OWIM027 +3" +3B135 7 10 Peft Seim mgIsI4uMWndw 3Wx7WtAmylNo�impod$lmaisHumgWirOm 10ril;2024 No Yea No �acsulio QuolilAos Abon*v6d far Us, Approved! far U [ftow Deals, W MR11 :�Hgle Hung IWI n Oompooke, (72w . ") No Yes No Polls 10 berl" single Hung Window 52.1ff x V VInirl Non-linpoot Slight- Hung Whido. P PloduaID-addal commas, F,,IMin DOW in HVHZ 0,161,116 HVHZ III Press" Cn 7 80441=sIng Hung 6orles 10120 dingle Hu?V %ArA rg 'I4UMQT10oComp*sftV0rx%-S') 08110002T %Inill No yes. No +35636 +351M Ftb4sw3.Rs Produces game 10120 mv Need "rome (Sir X 76-1 07111542024 No yes No �2&45 !E Single Hung Window W x72-) W170202T No Yet Me 2 series 10120 MdyIIIwd*dmdow(1Wxil4'i UT;1&2a24 No Y. Me '256M Cu.) 10 Sell@$ 100 Sing Is N ury SaHxs1012031q;1.HurU Mnyl Single Hung Window (4r X 69-1 M) 08(1302027 N. NO Y" Yell, No '35,49 ginUkA� Aelandval For Us, ARammidhxun IMEW Down S series lomo MW Find Whiclone (Ol DY11&2C24 No Yes He 14011110 U) Wrld HIrRIE Hung Window 13W x aNIX) 06060027 143 +3&.35 AMR Preciplt Model, NuMbee of NMI Produal1woodall in JIV14 outbids HW gotidefit Prosswe 11 12 80asIC120SIngialiung 80461012081hQ10114ung Mny! single Hung WIrom W x 84) WIV2027 Mrryl Single Hung Window (W z 726) Ml&2027 No No VW yes No No '3" +35�w 1 polls 10 awl" single Hung Wrd- 36'.97' YHyl NorAmpct Shift Filing Wind- 0&22�2023 ft Yea red �4&40 13 a.Haa1Q70S[rgI.Hung %Rhyl SIVIRIN hung TWIn CdMPcsI1s(77'X Mll 06MO27 No Yes No .36,35 2 Page 10 Series Single Hung Widow S4'x97 Vnyl NoMimpect Single Flung Window 0151OW2023 No yo Me +45,45 14 15 aereslOMOgngleHung Sadft 1 CV20 SIngfe, 14 ung Mrryl Single Hung 1WIn Oomposla(96-5-x83s-) owi=? %Arryl Sing Is H ung Ulm Oohnpoft (86-51 . 721) W1702CZT No No Vos Y00. No 40 -35045 �35L35 a 4 Polls 10 series ginfliv Hung W'dow Polls 10 Sarlds SIng]. Hung Wndw 34'x Gr Vino Non-Impect Sing). Hung VVh*w 060902023 35". W VHyl NwrHmpact single hung Window 004220=3 NO Yea NO Yea No .50tw ND .55�55 is 8orse 10M Single Hung VW Single Hung �1� C..p-R*(7Z. 72') 0611&2027 No Yell, Me -4W40 5 Pella 10 Serlso gMgIe Hung Window 52-Iff x O)w Vryl Norl-Impact Single Hung Wince. TrI702023 No Yes, No eclLao 17 8eriall,101208ingleHog Wed! Rxed Wen $Ingo Hung Flanders. (108! Y 77) IGIMC21 No Yea No �30,.X FLIM12WRISPrAppim 9OW&AWLNA= A-d For 11- AggmzkLbLum ilk= 21iiso AZLE Ploclod Model. Numbig 61 Harris ftolueADseftill I. HVI4Z culakla guldent Pressure 1 1 SO series orThermostar or Encompose, or Awill High Pall Single Hung %irryl High Perlormamov 8 In& Hung (4r K 7T) Wi7rMT No Y. No 'lio'el 2 1 SO Bed. .1-harsolds, a, EHachoess WA-tl High Mrill HIM Perldinkence, Win& HuHgTW, OW10027 No Y69 ND ftLeo Perormarde, single Hung Goinpoille CrT X 05-1 12'j I SD 4ares wThWm"r or Encompass orAvantl S Ingo %AwA Single Hung 1'XiSo Composes (1091 . 7n 06M&2027 No Yes NO .4P-40 Hung 4 1 Old Series "Thermsslar or Encompass WA�vml Single %inyl Single Hung TKINO C�mpsfto (1(W . SIS-) 0234027 No Yes No 'a" Hung Rodde Daparlinant of Budness& Professional Regulation P.Mloil Florlds Deparlirri of Business & Professional Regulation Pagel oil Rodda Departirriant of Business & Professional Regulation Pool 012 Building Codes and Stwidards em=2 Building Codes and Standards SmG= Building Codes and Standards Prodluat Approval Application Detall Product Approval Application Detail Product Approval Application Detail NOW- R Eft,r Dd. Dab WwPismfim Dal coal Made- Dab gas, Date Pinklin Data C440 oillbrar Does oft U.Ip4mill" VON Tro Varela. ms..bvt,m cards Enniftet&UN Valklabbel williplad $4 FlIcAsonpsl Ailmoved Vl1VM version aland4lature O.'"d Enainee A Liames, Valkillod Villiftled sudiniftee, FRC Aeal Aaoro�qxj INS TV" Version monurmm Cooley godless, a Upoo VOIW$Wd Voliallow 4104mith, FQ1;Ao:wa�W Applause! Slow AtImnation 2020 pegs 00,Pmou" Joe Hayden Send Wridlow slid Door James L DUCknW, RE 071141202D 070142029 071=243213 Approms! Affirmidlon 20M Pass corporation Joe Hoyden Bondi Wmron W. Echealar, P.E. T.E. Lumn, Pli LLr. 07M4t2020 07M4DO20 07t200020 Appwod Afnnaljon 202D Pe,119 Concratlom Joe Heyden Bond WmdowendOppr James L Buckner, RE a 07114(2= OV14;2020 071210(200 Appmwed comilorr. Wndows RobMsor, MarwtacounlrAssooladibn GRUCKIngIneering caftery,-Vilmdo.5 R01nson PE44M (ORI) 82"4aa cologery: Elderlor Dom Robinson MoriulmolarAsoodadjont COUCKEnolneedri; UbC.Ikearr. Horizontal Slid. (841) 021 -SM (531) 4214W27 410bCalftery. Horleantal (641)121-600 llubCabegary. BUdIng ExleclorDwAssembilso ffill�62140916 (501) 421-027 compliance Mdkw: cew4won Mark a, Usting pellopnxlUoespp�llape ConnMianew Oldhod: E-Abuclom Report Pom a Compliance MAbd-. Cerifflonflon Mark Using P.110productlapnmi,allial. 11P.M. Florida Reg IsWO Auchiledc or a boarood! Force locom low. FLA1111614UProdual, Pofeel ESr- VIL11211464111tPsildned, gowk4ummm A-d For Ut. eum-wd For U- angles 20" PLA112211,1114,Prod,obe Auzonmffid Far Us, MargelatilwUse LM= 2190 AIMLE Product Model, Idurebor a, Name PnelatiWetriaten Contrast EX.1'slion DAM 1.14 Maids HVIN Rosolah Pmeom Cepolidl Apor4,W Fw Uss APaNnad Far Use I -ow OWN Pro" Model. Number arNicide, 1, l4vI4z Guielft HVH 11"ohm poses.ft 1 sales 10?20 611dag WIMdow VIrrA SlIding Wridow (OX or M. 73-112- K SO-) 0312T?2023 No Y. No IZQ�30 80-BIA Praised Model. Number or No" Praduall3everbill Caubsok Expiration 00 1.111va Colloids Mind Romigum Emma florn 1 l Uldl ill Gain Door Wild 2-Famal -G)r Rlding Glass Owl (W . 26-) 110=1 No vat No .2" awl"1011811di.gWind- V1-YI Sliding Window PX or XO. 7340'. 3r) WMV2023 No yes No I Swiss 10 BlIdIng Window sed" 10 VW FISMGW 811dic Wimeim WA V-= 1 No yes Pao NIA 2 $efles I (11200"kill ng G less Door Mnid Single Panel Fixed! 101 OW (Sceills, 34.1 &1#' =V2022 No Yee No '36A.W somas. 10120 Sl�ding VA Viryl sliding Window (XOXI lor X so ISM7021023 No yes No .30�-.V .81-1m) Has CV20 81 cling Window 0 1 0 OM Very! signs WIrldlow CXOX. 1 8! -36 7=3 No Y. No '3SLW a Series 10120.2$ skiing Gains Door %INA 2~tl'Q)r Widens GlAws Dow (rr x 82') 10A3342071 No Y. No +351W 4 Series 10006 SlIdIng 434" noor Vlmd Single Paris] Fixed T'Door plicialft 47-lro x =26A2022 No yes No 125125 W112.) FIL229418411119P-� gnallilyAw A00weall Far us. Aglxo�aa Fol U I -ow o4dis" 8-0 Predate Model. Numbar a, Now. Prod"IlDeacriollan in HYM Culaido H FAsib. Pemosars 1 Senes. 160 or Innoxclanposs orAvenl Sleffing Glass Doot Mny! 2-Fame! TX- U ding OWN DOW Rr�l tr X W2402C31 No Y9. N. �25L= 23-112') 2 Swiss 1 W ar Encornpass orAwN 811ofing Glass Door %Ired alraL Ponal F ld M'D- (Slelolle, 35-1 al . o2mwca2 No Yes me 4V-Q 81.112') a Sea 150 or :rconrposs o,AvsmiJg�rg GLOse, Door Vinyl 2-Pr#I'0X"SIdIrB Glass Door (rr Sr) ismal2M No yes RD '361.36 4 ftlesls)or rocnippeat orAV*Mj 61 ding Okm Door VirryleIrVIePs*FW'O'DootMWIIW47-lQ"x 1:12MV2032 No Yo. No �2111125 Win-) FLM4$4114 PloAPOW QuelftrAotwedall Aboroved Far U" Anal Ive Use lft= Ratio ANSI Pradd Model. Number at None ProdualD,"doti Centrist lbralration -Cala 1. HvH Quisids NO Illssivism Panama C%j 1 SareS ISO or Froom pm OrA%Wl SlIdling Glaft Wor Mirryl 2416rel='51 IdPV 131M Door 06.1 Wx OW2412COl No ym No �25045 C= Ova.) j 01 2 Sarless 130 or Encompass orMs" Sloink; Muee Door VW 8 Ing In Per* Fixed'U'Door (Sichilla, MIR'. 0cuiW032 No yes No .4(0-40 C" 61�lm 'OX' 3 Gem" ISD or rMom pus or Josmv alalg Gkise, ol V1.yI 24*41 Slaft Glass Door (M x 82-1 OW402032 No yes Me �351-35 o) :,- 4 Ban. IM or E- Pass orAMU Sildrig Glael 0-r Vinyl 3 Ing Is Panel Final M'Door (Skieft 47-12'x 02m9r2032 No Ves No +2&.26 CD s5-112.) 1:2. C= c-, C 4 co -%n CO C' 03 0) 31; W co 0 Cn L. CD E > 0 L > 0- CL 0 < C-) 0 Cn < CL as-0 0 ML W < a) Z z SHEET NO. March 6, 2023 PA 10 - I FFCC= U) -Fa (3) > 0 0 (3) VM'" "M Simpson Strong -Tie 2020 FBC Approved Products Updated 12�30/2020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 1WIN2021) Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 For direct links to -all SSTapproqals listed below, CLICK HERE For direct links to all &ST approvals listed below, CLICK HERE For direct links to all S8T approvals listed belovo, CLICK HERE For direct links to alf SST approvals listed below: CLICK HER C= cid For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA). CLICK HER For additional Information regarding Flodda's Statewide Product Approval System and Marri-Dade County Notice of Acceptance (NOA), CLICK HER For additional information regarding Florida's Statewide Product Approval System and Maml-Dado County Notice of Acceptance (NOA), gLICK FIER For additional Information r and Marni-[DadeCounlyNotloe ofAcceptance(NOA), CLICK HER FL;Ii FL#1 0446-RS FL#1 1 11 HUS. HUSC; saries hangers Face -mount hangers available in widths ranging from 1-5t8" to 3- ". =3 Cl) 9A 6" and heights ranging from 4-5116" to I I Concealed flange -0 L) Sea# Product Model, Numberor Name Product Description Sea # Product Model. Number or Name Product Descrintion Sea # Product Model, Number or Name Product Description version (HUSC) available for models having width equalto or 0 Titan Sl Steel Concrete & Masonry Screw 97N -SS) IM" diameter Titen stainless steel masonry Screw I A2 1. A23, A33: A34, A35� A44 Angles 1 ET,BTB.BTH BrioIKTies greater than 3-9/16'. 2 AFIA21 , APA4, APAO, APVA21, APVA4, APVAS Outdoor Accents Angles 2 Cl CMST14, CMSTC15 Coiled Straps 12 IUS series hangers Face-mourt hangers available in widths ranging from 1-70' to 3- 0 3 APB44, APB44R, APV806, APBSOR, AP588. APB88R, APB1 010, APS1 01 OR, APVB14, Outdoor Accents Post Bases 3 C514, CS16, CS18. CS20, CS22 Coiled Straps 5f8" and heights ranging from 9-114" to 16" C . 0 U_ FL#9589-RA9 APVB44R, APVB66. APVB66R, APV888, APVB88R, APV81 010, APVBI 01 OR 4 CSHP18, CSHR20 Coiled Straps 15 LGU3.25-SDS, LGU3,63-SDS, LGU5 25-SDS Face -mount hangers 0 -4.- 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6. Outdoor Accents Deck Joist Ties 6 CTS218 CompressionfTensor Strap 14 LU24. LU26, LU28, LU210 Face -mount hangers (10 (:) > §-W Product Model, Number or Name Product Description APVDJT2R-6 6 DSP, SSP. TSP Stud to Plate be 15 LUC267. LUC2107 Face -mount hangers C/) E 1 5DIO112DBB Outdoor Accents Connector Screw 5 APHH45, APHH40R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, HIDA. H25A, H3, H5, H7Z, H16, H15S, H15-2, H16-2S HurroarneTies 16 LUS series hangers Face -mount hangers available in widths rangingfrorn 1-9116"to 4- C/) (3.) 2 SD91 12. SD9212; SDI 0112, SDI 0212 Strong -Drive SID Connector Screw 6 API-4, API-6, APT4, APTS, APVL4, APVI-6, APVT4, APVT8 Outdoor Accents L and T Bearn-to-Column Ties 8 HG7-2, HGT-3, HGT-4 Heavy Girder Tiedown 5f8" and heights ranging from 3" to 10-1 5A 6", U) 0- CU 3 SD9112SS, S09212SS Strong -Drive SD Con necWr SS Screw 7 APLH24. APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3,63-SDS, MGU5.25-SDS, MG1.15.60-SIX5. NIGUl MG1.17.00-SIDS Face -mount hangers co -4--o CL 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014. Strorg-DriveSDCP Tirri Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5. HSS2.2-SD83. HSS2-3.SDS3. HSS4-SDS3 Heavy Stud Shoo 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5. -0 U) < 50CF221134, SE)CF221334. SDCF271958. SE)CF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2; HST3, HST5: HST5 Straight Straps 1/6" and height� ranging from 6-15116" to 19-112". 5 SDCP22434� SDCP22512, SDCP22614. SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z. CJT4Z. CJT15Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20. HTS24. HTS28, HTS30, HTS3DC Heavy Twsrt Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100. SDCP221134, SDCP271400 11 DJT14 Deck Joist Te 13 HTSQI SKTZ, HTSQ20KTZ Heavy Twst Strap 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging frorn I - 6 SDHR27400. SDHFZ27614. SDHR31400, SDHR31614 Strong-Dtive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9A 8" to 3-9113" a no heights rang ing from 3-1116" to 13-314". 7 SDS25112. SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412: Strong -Drive SIDS Heavy -Duty Connector Screw 13 FC4, FCS Framing Clips 15 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULG) available for all double SE)S2550C.,9DS2550D, SDS25800 14 FWANZ Foundation Wall Angles 16 LST14g, LST173 Straight Straps 2X and 4X models; on y acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS2530DSS. SDS25312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GA1 . GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers avoilable in widths ranging from 1-9116" to 9 SDWF2716, SDWF272l SDWF2724; SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A' H2_6T: H8, HICA-2, H10S, H14, HGAIO Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Wand heightsirangIng from 2-5/8"to 11-114" 17 18 HCJTZ HH4, HH6 Heavy Concealed JoistTie Header Hangers 19 20 MGT MST27, MST37, MST48, MS760, MST72 Medium Girder Tiadown Straight Straps FL*10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 USTAID, MSTA12. MSTA16 MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FL#10667-R6 20 1-30.1-50,11-70,1_90 Angles 22 M$TC28. MSTC40, M5TC62, MSTC66, MSTC78 Straight Straps Sea # Product Model, Number or Name Product Descrintion 21 LCE4 Post Cap 23 USTC48B3, MSTC66IR3 Pre-9ent Straps Sea 9 Product Model, Num bar or Name Product Descdg= 1 ATR318, ATR112, ATR6/8, ATR314 Threaded Rods 22 LS3a 1_S5O.LS7O,LS90 Skewable, Angles 24 MSTI215, MSTI36, MST148, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in ��4dths ranging from 1-9;16" to 7- 2 ATUD5 ATUDO-21 ATUDD, ATU09-2, ATUD9-3, ATUD1 4, ATLJD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS16, MTS20, MTS24C, MTSSO, MTSSOC Medium TwistStrap 1/8" and heights ranging from 7-118" to 30". 3 BP316_2� BlPli2, BPI/2-3� BP5/6-2, BP516-3t BP3f4, BP3X3, BPRTLl Bearing Plates 24 LSSJ26LZ, LSSJ26RZ. LSSJ26LZ, LSSJ28RZ. LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA200-12, NCA2x12-12, NCA2k6-16, NCA200-16, NCA2xI2-1O; Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW3/8. CNW112. CNW518, CNW3f4, CNW5/8-112, CNW314-518 CouplerNuts 25 LSSRI.81, LSSR2.1, l LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SlopeablefSkewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 0-114" to 24", 5 CTUl CTUDO5, CTUD66. CTUD75. CTUD76, CTUD77, CTUDS7. CTUD88. CTUD197, Coupling Take -Up Device 25 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGIF series hangers Top flange hangers available in wdths ranging from 1-1/2" to 3- Z CTUD98, CTUD99 27 ML23Z, ML242, ML282, ML28Z. ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1 A" to 24". 6 N3, N4, NIS, NO Heavy Hex Nuts 28 MMH8 RoofTie-Dowit 30 SPI � SP2. SP4. SP6, SPO Stud Plate Tie 4 DGHF: series hangers Top flange hangers available in Wdl ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD413. RTUD5, RTUD8, RTUD7, RTUD8 Ratcheting Take-U p Device 29 MMHG Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24'. 8 TUD9, TUDIC Take -Up Device 30 MMLU26, MMLU26-2, VIMLU28, MMLU28-2, MMLU210. MMIJUI211, MMLL11139, MMLU1311 Face -Mount Hangers 32 SSI.5� SS2.5, SS3. SS4.5 Stud Shoo 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 5- 9 TUVV38 Take -Up Washer 31 RBC.RBCP Roof Boundary Clips 33 ST9, ST1 2, ST1 8 ST22, ST292, ST2122, ST2115. ST2215, ST6215, S70224, ST6236 Straight Straps 7fO" and heights ranging from I I " to 32-11Q", 10 URS3 31811 Uplift Rod Run Tiedown System 32 IRST-3 RoofTie-Down 34 TB20, TB27, T830. TB36, TB42, TR48. T654, TB66. T260 Tension Bridging 6 EGQ series hangers Top flange hangers available in welths rangitig from 3-618" to 7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z. RTC44 Rigid Tie Connectors 35 TWBIO, TWBI2, TWB14 Wall Bracing W" and heights ranging from 11 -114" to 32" Z 12 URS5 5/8" Uplift Rod Run Tiedowrn System 34 STC. STCT, DTC. HTC4 Truss Clips 36 VGT,VGTR,VGTL Varable Pitch Girder Tieclown 7 GLS series hangers Saddle hangers available in Widths ranging from 3-114" to 6-718" 13 URSO 314" Uplift Rod Run Tiedown System 55 TJC37.TJC57 Truss Jack Clips 37 WB1 00; W151 DOC, WB1 20, WB1 26C� WB143C Wall Bracing and heights ranging from 8-112" to 28". 38 Z2,Z,!I�Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-1/4" to 7- 118" and heights ranging from 11 " to 32". FL#10441-R6 1`141MI-135 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-RS 112" and heights ranging from 8" to 30" Sea X Product Model, Number or Name Product Description Sea 9 Product Model, Number or Name Product Descriotion 10 HGLS series hangers Saddle hal available in widths ranging frorn 5-1X'to B-715" W 1 DTT2 Hold-down Seg 4 Product Model, Number or Name Product Description I C9112 37x!5�5, C2142.M7.63, C61-12-374-75 Concealed hangers and heights ranging from 10-112" to 26". 2 H DC1 014, H OC1 0122 Holl 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, CH UTF series hangers Face -mount l DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-S0S3, DSC2L-SD83, DSC5R-SDS3, DSC5L-SD83 Drag Strut Con nectc, rs available in widths ranging from I -gJ1 0" to 3-9116" and heights 7/8" and heights ranging frDm 7-1 t2" to 32" 4 HDU2, HDU4. HDJ5. HDU8. HOU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23-1 5f18"_ 12 HGLTV series hangers Top flange hangers available in wdths ranging from 3-114" to 7- 5 HPA28, HPA35 SIrap-style purin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS. HGU5,25-SDS. HGU5,50-SDS. HGU5.62-SDS, HGU7.GO-SDS, HGU7,2c,. Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8. LSTHDBRJ Strap-st& hold-down 5 HHR02-2, HHRC42, HHRC42-2, HHRC411 B1, HHRC44, HHRO5,25f3-25. HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGI_19�00-SDS 13 HIT series hangers Topflange hangers available in widths ranging from 2-5116" to 3- 7 MASA,MASAP Foundation anchor strap HHRC66 4 HGUS; series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 918" and heights ranging from 18" to 26". a MPA132, MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector �&' and heights ranging from 5-5116" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths. ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU281 LRU210. LRU212 Rafter Hanger 5 HHGU5.25'SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7,00-SDS. HHGUT25-SDS, Face -mount hangers 3-9/15" and heights ranging from 5-318" to 13-1/8". 10 FAIIB, PA123. PA128� PA135 Strap -style purlin anchor a LSU26, l LSSLJ210 Light Slopeable/Skewable U Hanger HHGUQ.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD1 0. STHD1 ORJ Strap-sto hold-down 9 T91E4, TRE6 Truss Bearing Enhancer 6 HHUS26-2; HHUS28-21 HHUS210-2, HHUS46, HHUW, HHUS410, HHUS5-50110, Face -mount hangers 1f2" and heights ranging from 3-7;16" to 15". Concealed flange 12 STHD1 4, STHD1 4RJ1 Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25110 version (H UCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA41 8, THAC4118, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skevved face -mount hangers available in wil ranging from 3- greater than 2-9/16", cli THAC422. THA426. THA422-2, THA426-2 If8" to 6-118" and heights ranging from 4-W4" to 15-3f4"- IS HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- C%J C=D 12 THA11 81/22, THAl2.06122, THAl2 1122, THA1222, THAI322, THAI3522, THA1422 Adjustaidle Truss Hanger Sized for I -Joists Concealed flange version (HSURG, HSULC) available for all 1f8" and heights ranging from 5-318" to 28". C%J 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models: only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1 -W 6" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTLl HTU210-2 Face -mount hangars 1/2" and heights ranging from 5-318" to 32", 15 THJM2-4-SDS3. THJIM2-5-SDS�i, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers availaW in widths ranging from 1-9/16" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1 -W 6" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-718" to 19-1/4"- Concealed flange 5JS�'ancl heights ranging fromg-1/8" to 16" M C-2 C-4 17 VPA2, VPA25, VRA3, VPA35, VPA4 Variable Pitch Connectors v"ton (HUC) available for all models having width equal to or 19 J@ series hangers Top flange hangers available in width of 1-9116" and heights co >< LA_ 01. 18, Vi Valley Truss Clip gresterthan 2-9/16". ranging fromi 7-1/4". c= - 10 HUCQ1 81/9-SIDS, HUGO1.81111-SIDS, HUCQ210-2-SDS, HLJCQ210-3-SOS, HUCQ310- Face -mount hangers 20 JDA series hangers Top flange hangers available in Woth of 1 -9YI6'ancl heights C-4 X_ = cc SDS, HUC0410-SOS, HUCQ412-SDS, HUC05,251)9-SDS, HUCQ5�2511-SDS, HOCC610- ranging fromg-ndl[S"tp 13-118" 41) C-4 SIDS, HUC0612-SDS cr_ co Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 1213M020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213MO20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 C= For direct links to all 88T approvals listed CLICK HERE. For direct links to all aST approvals listed below CLICK HERE For direct Enks to all SST approvals listed lbao,&, CLICK HERE. Pa dkeot links to ell SST approvals listed below CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Menni-Dade County Notice of Acceptance (NCA). LLL��. For additional informabon regarding Florida's Statewide Product Approval System and Marri-Dade County Notice of Ai;velptance (1,10A), QW.QLUM. For additional information regarding Florida's Si Product Approval System and Mami-Dede County Notice of Auceptance (NOA)_Q�. For additional information regarding Ficriclais Statewide Product Approval System and Marni-Dade County Notice of Acceptance (NOA), LL&&J". 21 LB series hangers Top flange hangers available in wdth of 1-9116" and heights FL#11468-R5 18 SILBV1.56, SILBVI.81, SILBV2,06. SILEV2,37. S/LBV2,56, SILBV2.68, S/LBV3.12, Top Flange Joist Hargers 5 SET-XP Adhesive Anchorfor concrete ranging from 5-3f8" to 15-1/8", SILBV3.56, SILBV3.62- SILBV4.C6. S/LBV4.12, SfUBV4.28, SILBV4.76. SfLEV5.50 6 Strong-BcIt 2 (STB2, STB2-4SS, ST 32-68S) Strong-9oft 2 Wedge Anchor for concrete available in carbon 22 L13AZ series hangers Top flange hangers available in width of 1-9116'and heights Sea X Product Medial. Number or Name Product Description 19 SILTT20, S/DTT2Z, S/HTTI4, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 18" to 13-118" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SiMST72 Straps 118 mil (10 ga) 7 7iten HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THID-CSBSS) Titan HID Heavy Duty Screw Anchor for concrete and masonry 23 LEG3. LEC5. LEG7 senes hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRS5, HR512 Strap Ties 21 SP4.SP6 ft d Plate T tea available Win hex head in carbon steel and Typas 304 and 316 7/8" and heights ranging from 9" to 33-1/2". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HU00310-SDS Joist Hanger 22 SSP DSP; TSP Stu of Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5. MEG7 series hangers Top flange hangers available in wdth8 ranging from 5-11,V'to 6- 4 THGB2. THG63, THGBH2, THGBH3. THGBH4 Joist Hanger 25 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2" 5 THG02-SDS3, THG03-SDSA.5, 7HGQH2-SDS3; 7HGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RO, THD50934RC) 7iten HD Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16'to 5- 6 THGW3-3. THGW3-4. TH13W4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Trill HD Threaded Rod Hanger (THDB25158RH, THDB371 SSRH. THD37212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to 24" THD50234RH, THD10212RH) 26 FF. PFI3, PFIDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging frorn 3V8" to7-16". FL#11473-RS FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Descrintion Seg # Product Model, Num ber or Name Product Descapt= FL#16230-RS 118" and heights ranging 9-114"to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCOM5-5C)-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofft Anchor CCTOM4.82-SDSG. CCTQMS.50-SDSG, CCCQM3.82-SDSG� CCCQM4.62-SDSG, seq 4 Product Model. Number or Name Product Descrintion 3 H16, 1115S. H18-2: H16-2S Hurricane Tie CCCQM5'50_SDSG I AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQMS.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ETMP ET -HP Epoxy Adhesive for mi 5 HETAL12, HIETAL-16, HETAL20 Embedded Truss Anchor ECCLLQME)4.62G-KT. ECC1_LQMD5,6OG-KT, ECCLRQMD3.02G-KT, ECCLRUMD4,62G- 3 SET-XP SET-XP H igh-Strength Epoxy Adhesive for masonry Sao # 1 Product Model. Num ber or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Solt 2 Wedge Anchor for masonry W 2 ABA44. ABA44R, ABA48, ABA46R, ABA66. ABA66R ABU44, ABU44R, ABU46. ASU45R. ABU5-5, ABU�-6. ABU65, ABU66, ABU66R, ABUBS. Adjustable Post Base Adjustable Post Base 7 a HHFTA16. HHETA20. HHETA24, HHETA40 LGT2. LGT3-SDS2.5, LGT4-SDS3 Heavy Embedded Truss Anchor GirderTiedoAn 3 4 HGUMS.25, HGUM5:50, HGUM7,00, HGUM7.25, HGUM9.00 LGUM26-2, LGUM26-3. LGUM26-4, LGUM28-2. UGLIM28-3, LGUM28-4, LGUM210-2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titan 2 (TTN2) Titan HID (THD-H4SS. THD-H6SS, THD-CSGSS) Then 2 Screw Anchor for Concrete Then HD Heavy -Doty ScrewAnchor for concrete available in 304 (D ABUSSR, ABUIOIC, ABU101DR: ABU12121 ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or316 stainless steelwith hex head, and 316 stainless steelwith C_ 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 AC4, AC4R, ACE4, ACB, AC6R, ACE6 Adjustable Post Base post Cap 10 11 META12, META16, META18, META20, ME-FA24: ME-TA40 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3-12J9.25, MBHA3,12J11.25, MBHA3-56U.25, MBHA3.56f9.25. M13HA3,51311.25. MBHAS-56fl 1.88, M13HAS.56114, MBHAS.5611 6, MBHA3.56)18. MBHA5_5Cr7.25, Masonry Top Flange Beam Hangers 7 7il Turbo (TNT) countersunk head Titen Turbo Screw Anchor for concrete or masonry 6 BC4, BC46, BC41R. BC6. BC6R, BC8. BCS2-2/4, SCS2-3/6 Post Cap 12 MTSM16, MTSM20, Hl HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50111.25, MBHA5-50;1 1,88. MBHA5 50fl 4, MBHA5,5011 6, 6 C944� CB46, 01348; CB68, C888, Embedded Column Base MBHA5.50/18 7 CESQ44-SD52. CSSl CBSQ&S-SDS2, CBSQ85-SDS2, CBSQ88-SE)S2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.56111,25, MBHU3,56111,85, M81-1W.56114, MBHL13.56/16, Masonry Beam Hangers FL#1 l a cc� ECO, PCCU Series ll column caps with WI ranging from 3-1;4" to 9-1/2" and FL#11496-R5 MBHU3.56118, MBHU6.50t9.26, ME31-11-16.50111.25, NABHU5.60,111.88. MBHU5,60114, > W2 ranging from 3-518" to 7-112" MBHU5.50JIG, MBHU5,50/la Sect 9 Prodi Model, NUM Der or Name Product Description CIO 0 9 CCO-SOS2.5; ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-1fZ'arw1 Sea # Product Model, Number or Nam Product Description I X3491016-5K. XlSI016, X1 BI 016-4K, XQ181016. XQ1 BI 016-4K 410-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L_ W2 ranging from 3-5f8" to 7-1/2" 1 UTTIZ Deck Tension Tie Drill Point > 10 CPT44Z, CPT66Z, Cl Concealed Post Tie Base 2 HD12; HD19 BoRed Holdowns FL#13976-Rg 2 XI_Q1 I 4T1 224, XLQ1 14D1 224-2K 412-24 Stro mg -Drive XL Large. Head Metal Salf-Drilling, Tapping 11 EPB44A, EPB44, EPB46. EPB66 Embedded Post Base 3 HD3B. HD513� HD7B, HD9B Bolted Holdowns Screms, with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-314 Tension Ties Sect # Product Model, Num bar or Name Product Description 3 XMQI 14SI 224, XMQ1 1431224-2K 412-24 Strong-Orive XM Medium -Head Metal Salf-Drilling, 0 13 l LC566 Embedded Column Base 5 LTT19, LTT20B, LTY131 Light Tension Ties 1 $DW22300, SDW22338, SDW22438, SDW22458, SOW22600: SDW22600, SOW22638, Sti-ong-Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDW22634 4 XQ1`14S1 224, XQ114B1224-2.5K X114S1224. Xz:I1I 2SI224, XQ1121311224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 15 MPB44Z, MPR66Z, MPWZ Moment Post Base 2 SDWCI WO. SDWC1 5600 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PB46, PB66, PB66R Embedded Post Base FL#1362l 3 SDWHlD30ODB, SDWH1040OD8, SDWH19600DE. SIDWI-1191300DE, SDWH191000DB 511rong-Drive SDWH TIMBER-HEXSorew 5 XU3481016, XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 Pe-S44A, PBS46. PBS66 Embedded Post Base 4 SDWH27400G. SDWH275DOG: SDWH278OOG, SDWH271000G, SDWH2712DOG Strorg-DriveSDWH TIMBER-HEXHDG Screw #1 Drill Point is PBV6. PEV10 Round Post Base Secif Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS1&ZlI 2. SDWSI 6400 Strong -Drive SDWS FRAMING Screw 19 PC44-16 PC46-1 8, RC48-1 6: PC64-1 6, PC85- 16, EPC44-16. FPC46-1 6, EPC48-1 8, Post Cap 1 SB518x24, S8718x24, S81x30 SB Anchor Bolts a SDWS19500, SDWS19712, SDWS22400,SDWS22500.SDWS22512, SDWS22800. Strong -Drive SDWS TIMBER Screw (Interior Grace) 0 FPC64-16, FPC88-16 2 SST816, SST820, SSTB24. SSTB28, SSTB34, SSTB36, SST81 6L. SSTB20L, SSTB24L, SSTS Anchor Bolts SDWS22800, SDWS22900, SDWS221 000, SOWS221 100, SDWS221200, SDWS221 50a FL#35320-RO 20 PC4Z, PC4RZ, PC5Z, PCI5RZ, PC8Z, PCBRZ EPC4Z, EPC4RZ, EP06Z, EPC6RZ, EFC8Z, Post Cap SSTB28L 7 SDWS2230OD3. SDWS2240ODB� SDWS225CODB. SDWS226000B, SOWS2280OD9, Sirong-Drive SDWS TIMBER Screw (Exterior C3 rade) 0- EPCBRZ SDWS221 DODDS Sea 9 Product Model, Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDVVS22312DBB, SOWS22512DBEI Outdoor Accents Structural Wood Screw 1 DSSC943-5: OSSCB46, DSSCB48, DSHS, Bypass Framing Drift StrutConneCtDr 22 RPBZ Retrofit Post Base FL#13l 9 SDWS2730OSS, SDWS2740OSS, SDWS275COSS, SDWS2760OSS, SDWS278OOSS� Strong -Drive SDWS TIMBER SS Screw 2 FCB43-5, FCB45,5, FCB47.5: FCB49.5, FCB411 5 Bypass Framing Fixed -Clip Connector SDWS271 OCOSS, SDWS2712DOSS 3 FPH,9D34S1O16, FPHSD34BlClB, FPHSD3481016-5K. FPHSD34,91214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS, Self - Sea # Product Model, Number or Name Product Description 10 SDVVV13400 Sirong-Drive SDWV SOLE -TO -RIM Screw FF`HSD34B1214, F-PHSD3481214-5K Drilling, Tapping Screws FL*10866-R5 I l CMS714, CMSTC16, CS14, CS16, CS18; CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2_25, LSFC4.25, LSFC6_25, SFC2.25, SFC4,25, SFCO.25 Steel Framing Con rector 2 HRS6. HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24 FHABO, MST126, MST1313, Straps 97 mil (12 ga) 5 LSSC4.25, LSSCS 25, SSC2.25, SSC4,26, SSC6.25. MSSC2-26, MSSC4.25. MSSC6.25, Steel Stud Conneortors Sea # Product Model. Number or Name Product Description MST14a. MSTI60, MST172, S/M5T27, SIMST37, SIMST48 MSSC4,25KW, MSSC6,25KW 1 FJA, FSA Foundation Anchor 3 HTS16,HTS20,HTS24,HTS28.HTSSC,HTS30C Heavy Twist Straps FL*15363�F!3 6 RCKW3, RCKW5.6, RCKW7 5, RCKW3S. RCKW6.5S Rigid Knee Wall Conrect��r 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, i LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mill (18 ge) 7 SC843.5, 30845,5� SCB47.5, SCB49.5, SCB41 1.5, MSCE45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, 01-146-8, G 1148-6. GH48-8, GH41 0-6. GH410-8. GH66-0, GH66-8, GHOB-6, 01-168- Girder Hanger 5 LSTA9, LSTA12, LSTA1 5, LSTAI 8, LSTA21, LSTA24, ST292, ST2122, ST21 15. ST2215 Straps 33 mil (20 ga) Sea X Product Model, Number or Name Pnocluct Descrintion 8 SCS32-5197, SCW2-5197. SCS62-5/1 18, SCS82-5/1 18 Bypass Framing Connector 8, G HSI 0-6, G H 610-8 6 LSUBH3-25, SUSH3.25. MSUBH3.25 Bridging Connector I AS 18, AS 18S5, AS 18SO 18 ga. Truss Plates 9 SCW3,25. SCW5_5 Head -of -Wall Slide -Clip Con riector 4 GILBOA, GLB5B, GLB5C, GL651). GL67A, GI-13713, GLB7C. GLB7D Gull Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 WC8,25, SX10.25, MSJC&25. MSJC10.25 Steel Joist Connectors 5 OLDT512, 08LT812,G1_BT5I8, GBLT616, GLBT520, GBLT620 Clull Bearing Plata 8 LTS12, LTS16. LTSIS, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS93.518 Bypass Framing Slide-ClipStrut Connector 6 HGLEA. HGLBS, HGLBC. HGLBID Heavy Glularn Bearing Plate 9 MSTA30. MSTAX ST6215, ST5224t STQ, ST12, ST18� ST22, MSTC28, MSTC40, MSTC52 Straps 64 mill (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34Bl 414, XLSH78BI414 #14-14 Strong -Drive XLSH Shouldered 5elf-Drilling, Tapping M 7 HGT-2, HGT-8, HOT-4 Heavy GirderTil 10 MSTC68, MSTC78; ST8256 Straps 68 mii (14 9a) Screws W 8 UFPIO-SD83 Universa I roundation Plate 11 MTS1 2, MTS1 6, MTS1 8; MTS20: MTS30, MTS24C, I Medium TwistStraps 15 XQIS101 6, X01 B1016-4K, XQ1 S1 214, X011131214-3.5K, XQ7881224, )(07891224-3K, 910-16� 412-14; and 412-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 StE1.55. S/131,81, SV(32.06,552,37, S/132.50, S152.68, 31133.12, SM3,50, $1133 $2, SIB4,06, S/64.12, SfB4.28, SIS4.75, 5165.50 Top Flange Joist Hangers FL*15730-R4 XQ1I 4S1 224, XQ11 4131224-2�51<� XQ1 12S1224, XQI 1 2BI224-2K, X34BI01 6-5K, XI S1016, X1 B101 64K� XIS1214, X18I 214-3.5K Tapping Screws < 13 SffiA2.12/8, S/BA2.12/1 0, StUA2.12JI 2, SVBA2.12114, S/BA4.1 8/8. SfBA4.18/1 0, Top Flange Joist Hangers Sea # Product Model, Number or Name Product Description Z SiBA4.18/12. S1BA4.18f14 1 ET -HP Adhesive Anchor for concrete Z 14 SfH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75. GDPM-100, GDPS, GW-50, GW76, GW-100, GTH Gas -actuated fasteners and assemblies < 15 S�H D8S, S(HO80, StHO108: S/H DI OB, SIHIDISS, SIHO1 5a Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPA7-K, PINW, PINWP, PlNWP-W, PDPAWL, Powder-artuated fasteners, threaded studs, and assemblies 16 SfH DU4, S1HDU6, SIHDUP, SIHIDU1 I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLCPA, PECLDPA, PTRHA3, PTRHA4 17 S/JCT, SIHJCT Joist Hangers 4 SET-313 Adhesive Anchor for concrete SHEET NO. March 6, 2023 PA 1.3-- _F __T_T_T_r__ I Q) (2) -C= cn -cu (3) -0 > = 0 MIAMI. )Z-4M-DADEC0U= PGT Industries, Ific. PGT Industries.. Inv. 0 0 -P-0 = -0 = mmo FRODUCTCONTROLSECTTON PGT Industrie5. Inc. CL 0 0 I MOS SW -26 Stw,� Room 201 NOTICE OF ACCEPTANCE: EVIDENCE SU B-AMTED NOTICE OF ACCEPTANCE: EVIDENCE SIT1111 rTED co -0 D]1PARnZNT OF REGUIATORY AND ]ECaN0111C RESOURCES MER) Miamn, MoTids 373113-2474 NOTICE OF -XiCCEPTANCT: EN -IDENCT SITBXffrT]ED -I-- W (D cn -t-- BOk"AND CGRE 4DAMMSTRATIONDMSION T(7S6)31-525A-Q0 YC7Wj315-2599 OYL ACCEPTANCT- 1. Evidence submitted tinder previous N0.4 D. QUALITY ASSURANCE L) = -M W .NOTICE (NOA) A. DKAX�TNGS, B. TESTS (continued,) 1- Miami DadeDepartmentofReguhtory mid Economic Resources (RER)- W -0 -0 PGTIndus-tries,lnc, 1070 Technolop- Drive, L Manufacturer'sdiedraTaringsand section& 5- Test report on 1) Air Infiltratim Test, per FBC, TAS' .102-94 'E. = 5 0 0 North Venice, FL 34275 (,S7r;bnt&ed under.'YOAXo. 11-0107 04) 2) Unifom Static Air Prcss:we Test- per FBC. TAS -n2-94 X-LITERILAL CERTIHCATION-S S rc on: 2- Drawing No,. 2NED-5570.0, titled "Viayl Sliding Glass Door NOAW"� sheets 1 3) WaterResiaance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No. 15-0 -19.14 issued to Vision Ektrusion Lnriited for their C .0 M 0 CU This NOA is being issued under the applicable rules and regulaticas governing , the use of constructionmateriah- The through 21 of 21 . prepared by manufacturer dated 101054 5- -with revi'mim A dated 4) Large Missile Impact Test perFBC. TAS 201-94 -White Rigid PVCExterior Extrusions forWindows and Doors". dated 094145. cn 0 > -0 E documentation submitted has been reviewed and accepted bvNiiami-Dade CouWRER -Product Control Section to OV05117, signed and sealed by A. Lynn RE- 57) Cyclic Wind Pressure Loadingper FBC, TAS203-94 expiring on 0930Y19. "0 cn (D CL bew0mManuDadeComit- y and other area,5 where allgwid by dke Authority Having Jur"ctiou (AHJ). 6) Forced Enify TeEt, per FBC- TAS 202-94 2, Notice of Acceptance'No. 16-0920.08 issued toViraon F-=msion Lmited. fbrtheir A cn M M E ThisNOA &hall not be valid afterthe ex4mationdate stated helo�r, The Nfiami-Dade County Product Centrol Section B. TESTS a Ithmarked-up drawings and installation diagram of vinyl sliding g -ed along w lass door-prepar - (Non-Mlittv) Rigid PVC Exterioi- Extrusions for 1000 Tan 202 and lighter Shades U) < (in NfiamiDade County) andlorthe AIU (m areas other thanMiami Dade County) reserve the right to have This 1 - Test report on 1) Uniform Static.Mr Premire Test� per FBC, TAS 202 -94 by Fenestration Testing Lab- Inc_ Test Report No� FTL 8549- dated I LD64115� signed and Wmdows and DoovC. dated 12,108il 6, expiring on 12,129,Q- L product or mzter� testedfbrquality assuranceputpases. If flia product of materialfails to perform in the accepted Large Missile Impact Test per FBC. T.AS 201-94 siaW by Idahnis Ortega, P. - E- (fest report revised on 1104115 and 021A P1 6) 3. Notice of Acceptance No- 15-0528.15 issued toVision F-xtnL4m Licaired, for their mannex, the manalketureru-M incur the expense of such testing andthe Al-Uma immediselyrevok-e-modify,or y 3) Cyclic V�Tind Pressure Loading per FBC- T-ALS 203-504 6- Testreport on 1) Aff Infiltration Test, per FBC, TAS 202-94 '-Brown Coated (Painted or ]Laminated) White Rigid PVC Exterior Extrusions for suspend the. use of such product or material. within. their jufhdiction. RER reserves the fight to revoke this along With -marked -up, drawings and installation diagram ofvmyl sliding glass door, piepared 2) Unifb= Static Air Pressire TesI7 per FBC, TAS 2CY2-94 Windows and, Doors"-. dated 0813115, exp=_g on 050,30f 19'. acceptance.., if it is deteunined byllEami-Dade County Product Control Section that this product or material fa ils to, by Fenestration Testing Lab, I= - Test Report N o- FTL 8 717, dated 12)'0 T1 5 - signed and 3) Water -Resistance Test- per FBC. TAS 2022-94� 4- Notice of A cceptance No - 16-0 712.0 2 issued t o ENERGI Fmestration S olutions USA - meet the requirements of the applicable building code Thisproduct i&approved as describedhefein andhas been designed to caaTjywifli�the Florida Building Code- sealed by Idah-tis Ortega, R E- (Test report revised on 0211 5A6 and 0224,46) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their"T-4-NMA0 and Lighter Shades (Non -White) Rigid FN,'C Extenor including the High Velocity Hurricane Zone- I Test upon on I)AkInfiltratian Tw� per FBC, TAS 202-94 5) Cychc Wind Pressure Loading per.FBC, TAS 203-94 Exu-nsions for Windows and Doors" dated 09A5116- o.4miring on 01D4PM,. Dr-scRimaNi. Series 770" Viny] Sliding Gla ss Door (Reinforced) wt wo 900 & 1359 corner.-L-M-J. 2) Uniform Static Air Press= Test- . per FBC., TAS 202-94 gong with marked -up drawings and installation diagram of vinyl sliding glass door- prepared 5. Notice of Acceptance No- 16-0712.04 issued to,ENTERG1 Fenestration Solutions USA, "Bronze APMOIALDOCIMEN - Draw= No.10-5570.0 Rev B- titled "Viw.4 Sliding Glass Dooi 1,I)l -T - NOA (I sheet 3) Water Resistance Test, per FBC- TAS 202-94- by Fenestration Testing Lab- Inc,, Test Report No, FTL 855-17 dated I i&!15- signed and Inc- for their and Lighter Shades of Cap Coated Rigid PVC Exterior 4) Large MissileImpact Test per FBC. TAS 201-94 sealed by Idaluns Ortega, P. E- (Test report revised on 02115 12016) -indow -s" dated 09/1516- expiring on 04il61220, Extrusions for W s and Dow I through 21 of 2 1, preparedbyrnanufacturer- dated M05;1 5 and l= revised on 011011'21, signed and sealed by 5) CyclicWind Presmw Loading per FBC- TAS:20344 7- Test repce on 1) Uniform. Static Air Pressure Test- per FBC, TAS 202-94 6- Notice of A cceptance, N o. 1 " '712.0.3 issued t o ENER GI F e-nestration S olutions U SA, A- Lym Miller, P.E bearing Countv ProductCantrol, Revisionstarap with 1he Notice of 6) Forced Entry Test, per FBC - TAS 202AA 2) Large Missile Impact Test per FBC, TAS 201-94 Inc- for their -AX11te Rigid PVC Exterior Extrusions for Windows and Doors"' dated Acceptance number and expiration date by the Iflazai-Dade Counry Froduct Control Sectioa along withmarked-up drawings a -ad installation diagram, of vinyl slidim g glass door-piew-ed 3) Cyclic Wind Pressure Loadin g per FB C - TA S 2 iY3 -94 ir iri 09/10117, exp mg on 0128Y1 8- z 7 �NIISSME LN11PACT R-AT1NG. Large and SmallAfissile Impact Resistant by Fenestration Testkq Lab, Inc.- Test Report No- FTL 9546- dated I L�061 5- signed and - along withmarked-up, dmwinp and installation diagram ofLrinyl sliding glass door� prepared 7- Test reports No(s). 1 0-�V,7921(A), I M&M-052 7- 535753-09, per ASTME-84. - Limitations: sealed by Idahnis, Ortega, R E- (Test report revised on OliW?16 and 02111.42016) by Fenestration Testing Lab- Inc.,Test Report No,. FTL 66-18 Csamples A-1 tbru A-212), dated ASINO 1929 -and �ASLNID-63 5 . issued bryr EXOVA to Vision Extnision for cellulosic I . See table I (sheet 2) and table'-' (sheet �) farapplicable SOD unit sizes- design pn-sm-res. reinf6frements types. glasstypes., silt riser (see tables B-1 &B-1sh�eets 7-8) aitd anchor layout sheets requirements in 11 thful6- 3, Test report on 1).Air Infiltration Tesz, per FBC, TAS 202-94 1149/10, signed a -ad sealed by Jorge A- Causo, P. E. fStibinkmd under INO-4,Y6. 11- comqmsite nmlefial 2 Rigid White FVC, Tan (.Non -white) Rigid PVC. andBrown coated (Painted or laminated) white Rigxd PVC. to be 2) Uuiform, Static Air Pressum Test- per FBC, TAS 202-94 0107.041 (Subm&ed rorder XOA.Yo. 11-0107 04): z labeled per referencedNOA-sfequiremeats- 3) Water Resistance Test. per FBC, TAS 202-94 8 Test report on 1) Air Infilttation Test, per FRC, TAS M2,94 S. Notice of Acceptance Na. 14-0916. 11 issued to Kinaray America-, Inc. for their 3. Egress operab le dom raust comply with min c lear rvidth or hke�a per FB Cre quirement. a s app4i c ab le. 4) Large Missile Impact Test per FBC� TAS 201-94 2) Unifonn Static, Air Pressuie Test, per F BC,TAS 202-94 "Smu-vGlast (Clear and White) luttriaver', empiring: an OT104/1 8. 4. For-k-et walls under separzte approval, to berevieused by Buildikag official 5) Cyclic Wind Pressure Loading per FBC- TAS 203-904 3) Water Resistance. Test-, per FBC, TAS 202-94- 10. Notice ofAcceptance No. 16-1117.01 issued to Kuraray America- Inc.. for th& LABELING: Each unit shall bem a pennanent label with the mamtfacrur&-3 name or logo- citY. state and wries and 6' ) Forced Entry Test, per FBC - TAS 202-94 4) Large Missile Inipact Test perFBC., TAS 201-94 "Trasifelt Uiltrackar. Clear and Color PNT Interl;yerf, expirhg on 0708AP. following stawment: "NLimi-Dade County Prodw t Control Approved", noted herein- along withmarked-up drawings and installation diagram Of -Onyl sliding glass, door, prepared 5) Cyclic Wind Pressure Loadingpei FBC, TAS 203-94 W RUXEWAL of this NOA %hall be considered after a re-nerual application has been filed and there has, beemno by Fenestration Testing Lab,, Inc.- Test Report No- FTL W-5477. dated 12404/15: signed and 6) Forced Entry Test. per FBC TAS 20244 F� STXTE-MEINTS change in the amAicable building codenegativTly affecting the peifcaname ofthis Product- sealed by I dalmis Ortega, P- E. (Ff --,-t report riff vised on 0115116) along withnnAed-up drawings and Ltallation diagram of vinyl shdmg glass door, prepared I - Statement left er o f confommce with FB C -5 t' E dition (2014) and FB C -6 61 E ditio n -201 T E R XHN�1. TI ON o f tL b is.INTOA will oc cur a f. ber the exp W a tion d ate o r if th e te ha s b ejen a r ed6, on ox change in th e 4. Test report on 1) Air Infiltration Tesa, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No- IFTL 6337 �sam;)les A- I tbru A-5), dated issued by manufacturer, dated 0& 14117 , signe d & sealed by L� nn TvIdler, P E- materials, use, an&or mamfacture ofthe product or process � iNfisuse ofthis NOA. as an endorsement Of any pro&ct, 2) Uniform Static Air Pressure Test- per FBC.- T-AS 202-94 1110&10. signed and scaled tyy Jorge A- Causo.P. E. (Submined under NVA �'Y,6. 11- 2- Statement letter of no finaneW interest, dated 04118il7l, issued by mamdachurr, signed fbr:mles. ach-ertising or any otherpurposes &hall automatic allyterminatetbis NO-A-Failureto complywithany 3) Water Resistance Test, per FBC- TAS 202,04 010,709) sealed by Lynn Miller- RE - section of tfilsNOA shallbecause forterminafion and renioval ofNQA. 4) Lafge Mmile ImWt Tev per FBC� L LAS 201-94 3. Letter of lab comphance�, part of the Above test report s. ADIT-RTISE-MENT. The NOA number precededby the words -Miami-Dade County Florida-andfolkNwedbythe 5) Cyclic Wind Pressure Loading per FBC� TAS 203-94 C. CALCILTILATIONS 4, RER- Test Proposal No- 17-0387- dated 05i05117, su da, P.E- wd b YL Islaq CIM expiration date, maybe displayed in advertising literatme- Ifan- - then it shall be yportion of the NOAis displa�yed, . T 6) Forced Entry Test, per FB.C, ALS202-94 1 Anchorverification c&ulations and structural analysis, complying w-nFBC-2014, done in its entirety- along, with marked -up drawings and iristallation diagrani of vinyl sliding glass door- prepared prepared by PGT- dated 11109,4 5and last renrised on 02,115116, signed and sealed by G. OTHER LNSFICTIO-N. A copy of this entire NOA �4,�Ubeprovided to the user bythe ummiftcluier or it- dism'buton and by Fenestration Testing Lab, Inc.- Test Report No. FTL 85 548- dated 12-1041"15. signed and AnthcmyL.Mlkr.,P-E.(Szibmhtedtmd,er.,YO-4.,'Vo.15-1210.01). L Nortice of Acceptance No. 1-5-1110.01- issued to PGT Industries, for their Seiies C%j shall be available far inspectimat thejob site at Ike request of the Building Official. sealed by Idalmis Ortega, P. E- (Test report revrised on 01;0+16 and 02111116). 2. Glazing conVhes with ASTME-1300-09- "557'01-7770" Vin-vt Sliding Giass Door (jRebtforced) - L.11J."', expiring on 041141'21 This NOA revises & renews NOA 424-0429.05 and consists of this p,kee 1 and evidence pages E-1- E-2. E-3i E-A- C-4 E-5 & E-6 as well as approval document menuoned abo%v. ISh2q I. CILB"a, P.E. ",2q 1. Chanda. P.E. I chanda, P1, U- b- The subanitted docunieniation was mdewed by Ishaq L Chanda, P.E. Product Control Unit Supervisor Product CORtrGl rnit SUp*rT`iS*r Product Coatral U.n�it Supervisor IN)DAL No. 114209.0�3 NIDA INKO. 21-0205.103 NOA Na. 11-0295.03 NOA NXo. 11-1320-5.03 MRS ImpirationDartet April 1 14.20-26 ExpiratiouNte- ApriI14,20.26 ExpirationDate- Aprill.4,2bif ExpirationDate. Aprill.4,2626 7ei Approval 20. Approval Date. 2 farch 2: AffrovalDate. IN Approva I Date- March 2021 -dc Page I E -1 E-3 31: Sp PGT Industries, Inc. CGI Windows and Doors, Inc. PGT IndustTies, Inc. NOTICE Of ACCEPTANCE: E11DENTCESUBAUTTED NOTICE OF ACCEPT ANCE: E N -1 DE NNC E S I-TBNM TED NOTICE OF, ACCTPTANCE: EVEDENI-CE S1TB3flTTED 2. Evidence Submitted under previous submittal E. -NLkTER1AL CERTIFICATIONS(continae�) 3. NewE-vidence Submitted 5. Quanex Part Super Spacer Standard complying with ASI11 C518 Themial Conductivity A. D KA N1 T, �7 G S 0.881 BTU-inJ hr..-ft2-F, ASTM F 12249 WVTR-Pass'. ASIM D3985 Oxygen Pass, ASIM E X. DRAWLNIGS 1. Dn. wing No. M-D-5570.0 Rev B, titled"Vinyl Sliding Glass Door NOA (LW', sbeels "o Fog V -Vo. 154409.051 2 190 LG- Durability-N -Pass. (StibmNed underpresions 2Y -4. 1. Drawing No.'AID-M70.0 Rei7 B- titled �Tinyl Sliding Glass DoorNOA (LMY', sheets I I thmugh'-) I of 2 1, prepared by inanufactutei. dated 10.1)5/15 and lastre,�ised on througli 21 of 21, prepared bymanufacnuer, dated 10.051,'15 and last imiwd on 01�01/21.- 04,21-20, signed and sealed by A- Lynn Miller, P1. 6. Quanex Part Duraseal con43lying with ASTM C518 1hernial ConductiAty 22-22 BTU-iai Pemwa=e-Pas& ASTM E sigaed, and sealed by A- Lymn?�Mer, P.E- by.ft;-�`F, ASTM-F 1249 WV1,R,Pa&-,-. ASD�l �D 1434 Argon, g Note, 11iis rn-ision consisisreplacement ckf &-dn e existing installation screw with flat head- B. TESTS 2189 1,G- Durability -No Fog, ASTM E 546 Dew Point Development -201T in 48 his- 1. Test reports on: 1) Ak Infiltration Test, per FBC. TAS 2G2-94 (S-rjbnY#kd nnderA`0-4A-a. 15-0469.05). 2) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94 2 7- Vision Ex1rustons- Ltd- Parts conipbing with PVC-AAMA 303-13- Voluntary Specification, & TESTS 3) Water Resistance Testper FBC.. TAS 202-94 for Rigid Potvvinyl CiLbride (PVC) Exterior Prof iles for Vision ExtriAcss, Ltd. -VEX- I by 1 I. None. 4) Large Missile Impact Test per FBC. TAS 201-94 AAMA Fenestration Extertor-Profile Certification Program (Stibmifted underiVO4 Na 15- 5) C�yclic W, ind Piessure Loading per FBC, TAS 203--94 040AK) C. CALC-ULATION-S gram along with marked -up draw, ings and installation d ta of all, PGT Industfies, Inc. 8- Vision Extrusions- Ltd- Parts complying with PVC-AANIA 303 -13. L, None - representative ungs listed belo,& and tested to qualify Dowsfl 791 and Dowsil 983 silicones., (Submiffed tinder XOAX& IT-4469.05) P'TePued by Fenestration Testing Laboratory. Inc_ Test Reports No.: 9- PVC-AAMA 303-13, Voluntary Specification for Rigid Pobrv*yl Chloride (21VQ Exterix D. Ql�.ALITY ASS1TR:LNCE FTL-7897,.PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 0,010314 Profiles for Vision Extnisions Ltd.-VEX-1 by �LAMA Fenestration Exterior Profile 1. Miami -Dade De�ent of Regulatory and Economic Resoinres (RER)� U) FTL-20-2107.1, PGT SGD780 Aluminim Sliding Glass Door (unit Tin proposal) F TL-20- Certification Program- 2107.2, PGT CA.740 Alum Outswing Casement Window (urtit 8 in proposal) FTL-20- 10. Notice of Acceptance. No. 184217.14 issued to Energi Fenestra- tion Solutim, USA- Inc. for E, ?%LkTERLXL CERTMCATION'S, M 2107.3, PGT 1W 7620A Ahm�num Fixed Window (unit 9 in proposal) and FTL-20-2107.4- their �-Tan 3040 & light shade (non -white) WlAte Rigid PVC Eylerior Exhusions for L Notice of Acceptance No- 19-03,05.02 issued to Kuraray.America, luc. fortheir > PGT PIA77620A Aluminum Fixed Window (ynit 10 in proposal) dated 07113/120, U, signed INIndows and Dcars�, expiring on 01%22L "TrosHvIl, Ultzactear, Clear, and Color PX7B Glass Interlavers-, q4tiffig on OTOSL14- and sealed by Idal =, Ortega. P-E- IL Not ice o f A cceptuance N o. 1", 122.0 2 issued to Enerp Fenestration So lut i U SA� 1w. for .2. Notice of Acceptance No. 17-0808.02 issued toKurarayAmerica, Inc. for their > their senies "White Rigid PVC Exterior Extrusions for"'indows -.md Doors7-- CWff-u'lg an "Sentry-GlasA (Clear and Wiite) Glass Interlayeis"- expulng on 07,404L)3- CL C. CALCULATIONS tb 0128Le23 3- Notice- of Acceptance No- 18-1106.10 issued. toVision Extrusions Lmated for their "Brown 0 < L Ancluar verification calculations and s1ructural analysis, conip�ying with 1FBC 7 12. Notice of Acceptance No. 2"2103.03 issued to Energi Fenestration. Solutim USA- Inc- for Coated (Painted or Laminated) Whitt Rigid PX-C Exterior Extivmus, forW, indows Edition (202q)� dated 04,21,20, prepared b manufacturer- signed and, sealed by y , �'hke Rigid A7C Exceilor Extrusions for their -Bronze & light shade cap coated AN and Doors". expiring, an 0930!24, ArithonyLy�nn N-Mer. P-E- A'kindows and Door!C, e.Viring on 04.16,25- 4- Notice of -Acceptance No- 18-1106.11 issued to Vision Extrusions I-iinited for dmr series 2. Glazing complies with ASTM E I MO-04, �09, -12 and -16. "VE 1000 Tan 202 and lighter shades (rNon-IR-lifte) Rigid Cellular PVC Exterior D. QU,-ALrIY AS-StT&A-NCE F� STATEMENTS Extrusions for Windows and Doors7- expiring on 1129�12 1. 0 Miatm-Dade Dtpartment of Regulatoi� and Economi-c Resources (RER). 1. Statement letter of conformance to FBC 7, & Edition (2020), dated 04,02120, issued by manufacturer- signed and sealed by Anthony Lynn Mifler, P-E- F� STATEAW-INTS f. 3L-ITERLAL CERTIFICATIONS 2. Statement leiter of no finatmial interest and of independent, issued by marnifacturer'. dated 1'. Statement letter of confotsimce to YBC 71 'Edition (20.70), dated 0201J21., issued by (3) L Notice of Acceptance No- 1"30-5.02 issued to Kw-aray America, Inc. for their 04/1 8.(.)G, signed and sealed by Amthorry Lynn Miller.. P-E- manufacturer, signed and sealed by.,4arthony Lynn MAer� P-E� Cl) "Trosffolt- Ultraclear,, Clear, and Color PVB Glass Interlaven-, expiring on 3. Pnmte Labeling Agreement document betwm PGT dated 01%115 and s�ped by all 2- Pm -ate Labeling Agreemmt dated 031OV21 between PGT Industries,- I=. and CGI OTD&24- involved parties Windows and Door Inc-, -signed by Dean Ni Ruark, P E., V.P. En gineering., on behalf of 1. Notice of Acceptance No. IT-0808.02 issued to Kuraray America, Inc. fortheir both companies. "SentryGlas,l (Gear and Mlhire) Glass Inteflaven". expirkg on DT04�23. G. OTHERS 3� Notice of Acceptance NO- 184106.10 issued to Vision. Extrusions Limited for th& "Brown. L This NOA re-8ises NOA# 17-042&06(P1v1Tw�`CGI) and updates toFBC2020 (7hEdition)- G. OTHERS Coated (Painted or Laminated) N�Iite Rigaid PVC Exorior Extrusions e-Viring 04?21,22 1 L ThisNOArevises & renews N-OA#20-04,29.0s, (PLAwCGI), expiring04'1+26. for Windows and Doors,"- e-% , Tiring on. 0930,124. 2- RE R Test proposals #194155 dated 0 1/ 10,20 approved, j>y Ishaq L Chanda- P=E- expiring 1 'Ihe current associated PLA CGI file *11-02 05. 01. expiring 04/141'26. 4. N otice of Acceptance No. 18-1106.11 issued �t o Vision Ext=4ons Linuited for their 041141,21- LU series "VE 1000 Tan 202 and hoter shades 07-on-'"!Ate) Rigid Cellular PVC I o,- 2E Exterior Extrusions for Windows and Doors-, expifing on 12CW2 L I 11 - < (D Z -/;� Uaq L Chanda. P-JE. Ishaq I Chauda, P.E. Ishaq L Chandla, P�E. Product Coutrel Uuk Supervisor Product Contrul Uidt Supervkar z Product Control Unit Supervisor NOA No� 21-01.05.03 NOA IN-0. 21-020SX3. < XOAX-o, 21-0205,03 Expiration Date. April 14,2026 Expiration Date. April 14.1026 Expiratioa-Date, April 14, 20M Approval Da te -. Marck 25t 1021 Approval Daire. Ifireh lk'21021 -Approval- Nte. Afarck 21 E-5 -6 E 4 SHEET NO. 1 1 March 6, 2023 1 1. 4 I.L.PA FF i I T -TW- I --------- F --T-F I I Ir- 1 11 1 .11 il �' 11 1. 11 . h.; "Alik It , 11 11 1 1 1 1 1 1 1 C/) _0 > C) 0 MIAMI- MIAMI-DADE COUNTY F324 (D C L_ (D CL o EMD PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LL CL Cc; DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DrVlSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0 C= = NOTICE OF ACCEPTANCE (NOA) wvvwmiamidade.Rov/economv 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 (1) -0 0 = p Cast -Crete USA, LLC 6 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 0 0 — Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast andPrestressed Lintel Details", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precastand Prestressed Lintel Details", sheet I of C LL_ CU CU prepared by Craig Parrino, P.E-, dated March 24, 2003 and Drawing ]Va. LT4612, titled 1, prepared by Craig Parrino, P.E., datedMarch 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT461Z titled "Cast -Crete 4 " 6" & 12 0 .— U) CU 0 > -0 SCOPE: "Cast�Crele 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by LT461Z titled "Cast -Crete 4", 6" & 12 " Lintel Safe Load Tables" ' sheets I Lintel Safe Load Tables", sheets I through 3 qf 3, last revision iiied 06112114, all E (D "0 (D " This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 datedApril 28, 2003 both through 3 of"3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P, E, on 08119114, .D U) 0 CU CD 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 CU -#—# - U) < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction 1 B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report onflexural testing on 4 ", 6"& 12 " Precast Concrete Lintels Filled and B. TESTS 1, Xone. 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 ASTM E-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No, 30404A, dated 04110103, signed and 1. None. J. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, t this product or material tested for quality assurance purposes. If this product or material fAs to perforin in the sealed by Christopher A. Haman, P, E. C. CALCULATIONS prepared by CraigParrino, P.E., si�gnedandseoled 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 by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig D. QUALITY ASSURANCE 1. ky Miami -Dade County Departinent of Regulatory and Economic Resources (W). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting Environment, and Regulatory Affairs. 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) 411,611 & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Mmivalfior Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig z prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, RE, certifying compliance with the Florida Building Code, 2014 Edition. 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 Manualfor Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I qf 1, A. DRAWINGS LABELING: Each lintel shall bear a pennarient label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrina, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. Craig Pai-rino, P.E., dated March 24, 2003, lost revision dated March 11, 2008. B. TESTS W RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no L None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA wi [I occur after the expiration date or if there has been a revision or change in die 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -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. N`one. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMXNT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. by Mizarni-Dade County Department ofRegulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance 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 - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1. evidence submitted pages E-1, E-2, E-3, E-4 and d1L, z-� - E-5 as well as approval document mentioned above, The submitted documentation was reviewed by Helmy A. Malcar, P.E., M.S. 4 skar, P.E., M,S. ,,;,1�iruy'A. M Yet lelmy A. Makar, P.E., M.S. K-t W4_ C41efrny A. Makar, P.E., M.S. 2-1 C= C15 Pro Control Section Supervisor Pro, Control Section Supervisor Product Control Section Supervisor ::2 co �-4 NOA No. 20 -0630.15 NOA No. 20 -0630.15 NOA No. 20 -0630-15 NOA No. 20 -0630.15 KKAM�DADE_2_2�UNTY Expiration Date: 09/11/2023 Expiration Date: 09/11/20.23 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 — -r-- Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date. 08/20/2020 Approval Date: 08/20/2020 tn �X co Page I E-1 E-2 E-3 cr- Cast-Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A� DRAWINGS A. DRAWINGS L None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. Alone. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By.Uiami-Dade County Department of Regulatoty and Economic Resources (RER), 1. All Miami -Dade County Department of Regulatory and Economic Resources (RER), E, MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None, 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 - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SU13MITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E. 0 1. Drawing No. FD4612, titled 'Trecast and Prestressed Lintel Details ", sheet I of > L_ cL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0 LT461Z titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe LoadTables ", sheets 1 0 < through 3 qf 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last -6-0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. K, on 0 January 2Z 2019. =3 0 B. TESTS 0 1 . None. C. CALCULATIONS < 1 . None. C/) D. QUALITY ASSURANCE 1, By Miami -Dade County Department of -Regulatory and Economic Resources (REA). E. MATERIAL CE RTIFICATIONS < 1. Alone. O_ —0 F- F. OTHER L_ 1. Article of Conversionfor a name change. 0 W z�4 CMehny A. Makar, P.E., M.S. r/ Helmy A. Makar, P.E., M.S. (D Z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/1112023 < Approval Date: 08/2012020 Approval Date: 08/2012020 E-4 "E 5 SHEET NO. March 6, 2023 I PA 1.5 li � I if! - - Z I IL1 �_rzco I N:C� S TILLIT TESTING & ENGINEERING COMPANY ___ __ . . WATTER A. T7LLfT, JR., F,& 11111COO a ]SOM YL FIR, LIR.2 ��I I 4'1'� YL CA UI GI I � PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 26, 2020 Shutters PRODUCT $US -CATEGORY, Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global P pleatlon-p-rgaurARIM 4800 S.W. 61 Street Davis, Florida33314 I � 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, LLCT Rule Chapter No. 6 i G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalentlo that required by the Cocle� This Product Evaluation Report shall be subject to review arid revision in case of a 80ding Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2A. PRODUCT EVALUATION DOC�UIMENT._(PIE.D,)ffi Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, Inc.: signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part R,I Evaluation Report. g�%',,101 101I , �.R A, rQ "Iix I �1� I . ..... � /A � r I,` 1_., -,,�`,Nr,EN I'-- V-", ,-----,- _&7i1!T--�--" ,,� ,�e ,-.,�, I., �t __ � - . - .__ __��_,. _—'.�`No, 44167 '� I I * 1. I 77"Zt I _* : * B I I - -,I . = � - I - ______ I �� . Z , � , a>. � ,t� - ", �7, e I 0 P. I U .. - " ,,� 's, ' "'. \ z 6355 N.W, 36th Street, Suite 305, Mimi, Florida- 33166 - Pbone, (30,') 871-153 - I I . iii, - .. Ni� I hNof i , , PRODUCI, 0,'AII REPM- ilD ___ I-L -2"1&U 2 MODUC LKYALVA= REPOKk N0_NvVAM 3 - N, _f JECO / It IN ZIL TET-REPORTS: L MATERIAL CHARACTERISTLCS AND, PECOCATIONS , _: TiLLIT TESTING S, ENGINEERING COMPANY Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on - __ _ - , --I--- 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing WAIJERA. TILLIT, a, II.E. filrec*@aol.com PRODUCT EVALUATION REPORT 7I.Pr TAco-No 441.67 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of MI -A LTNI�0336?III Testing, Inc., Reports # 96-569 dated 08109/1996, #96-570 dated 09il 8/1996. � 26, of Product Evaluation Document (P.E,D,), drawing No. 20-176. #96-T30 dated 09/20/1 996, all three signed and sealed by Hector M. Medina, REPORT NO.: 20-OT27.02 P_E_, Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and # 2126 dated 1010/11998 witnessed by Gilbert Diamond, P.E. and Report No. 7.- LIMITATIONS AND CONDITION$ --OF USE; DATE: July 27, 2020 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespacla, P.E. and Henry Hattem, RE, 7.1. Shall be strictity in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13. 2009, on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-IT6 PRODUCT SUB -CATEGORY: Storm Panels signed and sealed by Frank Grate, RE prepared by Tilteco, Inc, and signed and sealed by Waiter A. Tillit, Jr,, P.E. X.-3.STR-UCTURAL ENGINEERIN -11 TJ-QN.%, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length III& design , defined on section 1620.2 of the Florida Building Code. Wind load, as well as maximum anchor spacing vs. design wind load and pane) MANUFACTURER: Global ProtectlI length based on rational and comparative analysis, and lin accordance with 7.3. Product shall only be Installed into poured concrete, concrete block, and 4800 S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, wood frame structures, Davis, Florida 33314 dated 1 VI and 03/12/15, signed and sealed by Walter A. Tillit, Jr., R E� 3. MISSILE IMPACT RESISTANCE; Product Evaluation Report prepared by Walter A. Tiflit, Jr., P.E. (Florida License 1. PURPOSE OF EVALUATION: Large missile Impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc, (Florida CA-0006719). This is a Product Evaluation Report issued by Walter A. T111111, Jr., P.E. (System TAS 201 Protocol. 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. 4. MND LOADS RESISTANCE: -,----- I "qI001HINts" � IN, 0' �k X TII P, ,, :0��X 111 1� 0 \; I _,, , '. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind ,Iv - I, ,0, - - - , - ` I , . t la� _.. V�(�EII .. pressures. Maximum panel length shall beas indicated on sheets 8,10,14,15, 16,19, 25 26 26 Product Evaluation ., .I -� 4T .. . S . � 4TI ,Q '. z 44167 - This product Is being issued an Evaluation Raper( as described herein, and has and of of Document (P.E.D.), drawing No. 1-=:� �-�___-�_:LAp- !��__:_,_:�—"_,_____:�� - * .*= been verified for compliance in accordance with the 2Q20 Seventh Edition of the 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, I - . _�,,�Z�,:�'*-�-., OF � Florida Building Code, and to verify that the product is for the purpose intended 14,15,17,18,19,20 25 and 26 of 26, of Product Evaluation Document (RE.D.), STATE .,�:II I _ - , at least equivalent to that required by the Code. drawing No. 20-176, 11 "I IF., �l 1� .I- "..." 1. "', I I'll AL iL This Product Evaluation Report shall be subject to review and revision in case of 5. INSTALLATION: itoliffiIIIIIIII,110%, a Building Code change that may affect its limitations and conditions Installation shall be performed strictly in accordance With details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document VIAT'JILL D�� TILTrCO ADMON RECORDS i P. E. REPORT-2C k GLOBAL PROTECTION PRODUCTS, LLC I 20 GAGE 2. EVIDENCE SUBMITTED: (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANELI, DRWI24MI78 k REPORT# 20-0728.01 indicated on sheets 8, 14, 16, 26 and 26 of 213, of Product Evaluation Document 2-1, PRODUCT EVALUATION DOCUMENTtP.E D.), (P.E.D.), drawing No. 20-176. Drawing No. 20-1 75� titled "24 GAGE GALVANIZED STEEL STORM PANIEL', sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. t0iIIIIIIIII01", %11 ?, N 714i 11,�e "Ns"�X Tillit, Jr., P.E,; dated 0712712020. This drawing is an intego , ,�nlufo,ils .�_"./,!", , - - , / I,. " ';�'� " 1-K&%, ., ENSil.. �p w-1- � VNZ I . �_ 11:�_. 1, it Evaluation Report. I. _ , ,�?,.,,, .,,�,�;�� ,.:_74zj M ". I ., - - !�. � , I', ,�� 1_1_ _._-7_-� - ` �_,3!�_ �.-44167 '. S 14 J ,._,_�,\II � - �� ... � - _3�_ ___1 . I 1: - �__ ig� I � -�-7 --7,2-- ___ __ - , :_1 ,OFI,f, I '. � 9 71 ,40�T:Af I -, . , I X --�- 167 . = _7�,T/I_E - . - I = ;* , * . = � / 11 -I*�.. _ - / 2 STATE OF � -', %, _z- . -,,! - ,(' �, �Wl -1, O�.'.. t 0 R � 1 D .. � ",,; � $ " I- ,, � . / �t"C` STATE OF .�', Z I 'pl- "v 1. 0,�.. ,,Ti� OR ip j Jk . x e, - --,I .,- .51. " "IA,,' ,,,, I 0 N A L , , ., �...' - I '. .1.111"" 6355 N.W 36th Street, guite 305, Marrii, Florida 33166 - Phoue: (305) 871- -1531 1441111101IN III owmIT, GENM& : U 3) IN CASE THAT PREGIelT STONE. OR PKCAM CONCRETE PANELS� MUCCU OR WOOD BOARDS BE PO4JI40 ON THE I 0aw MR SMAM PANEI EXISTING WAIT- ANCHORS SHALL RE LONG CNI TO REACH THE MAN STRUCTURE 815HIND SUCH PANELS I P I STORM P EL SHOININ ON IMS PRODUCT, EVAIUATION DOCUMENT �PCD , IRS BEEN VERIFIED FOR Com, PLANCE IN ANCHORAGE SHALL BE AS MENTIONED N 9.1) A140 IN 132). 1 ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUIiDIN(; CODE (�') T&l-L60-%r�-M--jmN,�-.1�LLauQ-,�um. ,�_15-im- DEST WIND LOADS SHALL RE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, - 1/4*9 TAPCON ANCHICKA. AS MANUFACTURED BY I I IN BOLDEX, INC FOR A WNTAT SPEED AS ACQUIRED AT THE 40RIS04CTION WHERE THESE SHUTTERS WILI STE INSTALLED AND - #14-10 PANELMATE FENALS M AND FAVELMATE PLUS ANCHORS. AS MANUFACTURED AT V,C0 GON57RUCTION PRELL,CTS FOR A DRECTOOMILIV FAI Kd-O RE. USING ASCE 7-16 AND SHAILL NOT EXCETIT THE MAMUOA (KS,D) - 1/4". LAO SCREWS PER ft,O�S. DESIGN PRESSURE RATINGS INDCATEC, ON SHEETS 7 Ifift 12, 14, 15, 16, To & 2Q� - 71WO t 5/e *DOD RUSHINGI AS M$71TISCITTED By Att PTIFNIP SCREW, VOLT A SPZCIALTf CCL IN ORDER TO, VERIFY THIE ARCNE CONDITION. ULTIMATE IFSIGN WIND LOADS DETERMINED PF7 ASCE 7-16 C 1) MINIMUM "CAM PENCIRAIDk INTO 'WOOD OF TAHCON AUCHOM SkAIUL A. -I I Ilr ANU 2' FOR ELCO PANUMATE PLUS SHALL BE FASAMUCIED TO A-M DESIGN MIND UOAOS AT MULTIPLYING. rRDA BY OS ON ORDER TO AND PAINELMALf FEM&E U). COMPARE TK�SE A/ UkK CASO) IYESIGH PRESSURE RATINGS INDICATED ON SHEETS 7 AHRV IF, 14, is, TA, Ig & 20 IN UNDER 10 ISWLFY THAI ANCHORS I:" THIS RED AS CES"TC0, WERE Nor U&N STRESSED. A 4A INCREASE IN ALLOWABLE C..�) MINIMUM T�'REAM PENETRATION OF LAO SCREW, INTO THE WOOD FTANIE UNC SHI all � 1/2' 140 THREADED PENETRATION I -TO STUCCO SHIU; BE CONSIDERED AS PART OF INS ITECLOWIFT, TFOr-ADED PtTIVIRATI1.114 STIRCEIS rOR WIND LOADS WAS VOL USED IN TT,iEJR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DEMA". ED 'IN ACCORDANCE WITH III 2018 C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS TNDCATI� IN T"FS DRAWING STORM RAI ADEQUACY FOR IVPACT AND WIND RESISTANCE HAS SUN VERFIED IN ACCORURCE WITH SECTION t626 OF THE PROW MENTRONO) COOF AS PER HURRICANE ENGINEERING III TESTING 114C REPORTS 26-150. 96-570 & 96-T30 AND C `I) MINIMUM PE�VRAFER OF WOOL) RUSHING SHALL 13E 5/11I 1/4* O-ZI1 SCREW- USED SHALi, BE t 1/2' I,ONG MR41MUN FENESTRATION TESTING LAB INC , REPORTS #2032 III 1WI26 . AS PROTWMS TAS-201, TAS-202 AND TAS-n3 SINGULD STUCCO EXIST Wk I' WRIMUM fOR WALLS WITH No ,STUCCO AS WELL AS AMOACMI LCST LAO Or SOVIH FLORIDA REPORT 00219.01-09, AS PER INS 201, TAS 202 AND T ECART - ,AS 203 STANDARDSL C 5) IN CASE THAI PRE , STONE. OR PRECAST CONCRETE PAAEiS. STUCCO OR WOOD BOARDS BE PI ON THE LxISTPK 2 ALL ALUMINUM EXTIRLSIONS 'TI RE 6063-T6 ALi.OY AND TEMPER. (UNLESS OTRIDOtia NO WALL, ANCHORS SHALL. OF LOW ENOUGH TO REACH THE MAW STRIJITIURr ISEHIRC, SUCH PANELS TED) SEE SHEE, Z ANCISGRAGE SHALIL Be -5 MENTIONED IN C 1). C 2) & C 1) I I , ALL ALUMINUM SHC`F METAL USED AT CLOSURES SHALL HAVE 1105-HI4 AU.GY. (U) ANCHORS STI WE INSTALLED FOLLOWING ALL OF THE RECOWMITNIDATIOPS AND I�PECFRANUNS OF THE AHMV*S MANUFAMPER A ALL SrML SHEET METAL PANIELS 94ALI HAVE STINUCTURAL QUAILYTY STCEL. ASTIN A-*Z3 GRADE 50 MINIMUM, a- 60 GALVANIZED MEL DESIGNATION A/C- 58.5 1,I,, (AFTER ROLLED) 8 PANE-_S MAY ALSO BE INSTALLED HM70NTALLY FOLLOWING, INSTALLATION DETAILS SNG,WN, or4 swnr*4 3 THROVOI, TO (SREMS 4 1 1HRODOI4 6) CINCECT THAI HCADEF�_ (1) & Q SHALL NOT BE USED 5 ALL SCREWS TO BE SIAINTUM MTEIL N4 OR JID A151 SERIES OR CORROSION RESISTANT, COATED CARBON STED. AS PER CAN W-48 W/ !A) IV YIELD SENGTH AND 90 41, TENSILE STRENGTH & SHALL COMPLY W/ FI.OROA BUILDING CODE 9 I SHALL BE THE ReSPOW310I OF THE CONIRACTOlk 10 VERIFY THE SOUNDNESS OF THIE STRUCTURE WHERE SHUTTER IS TO BE I DW ETE, MCI f, WD , - SECTION 2-! 1 1. 3 4 ATTACHED TO NI PROPER ANCHORAGE OITS 3HILITTER SHALL ONLY RE XnACHET) In C, P_ IX ON GO -ANNE RLAUD. E, 6 BOLTS TO BE, ,k'SIM A-JO7 CALYANIM- SIM., CR 4SI .504 SIETUS STAINLESS MFEL, TOTH X k.i MI YTELD SIRENCH. it) EACH REGUOR STORM PARCL WIL4 LENGIH5 O" IL-6 THROUGH 1�'4% AS PER SECTIONS 6, 8. � a 10 .AND ALTERNATIVIrs M, 9W & I OW ON SHEETS Z� 6 4, 12 RESPECIVELY, SKAIII 14AVE A tMETUE AND PCAOLLY MfleLf MARKING INSTRUCTING OWNER OR � ANCHORS 70 WALL STHALL RE AS MuOWS� TENANT TO SECURE PANELS WAII ARPTICASUF RE)NIFORrEMI DI PERIODS, OF HURRICANE WARI (A) 1Q.,QQ"1T._eQQ8ED_r.W_VE It THE INSIALLATION COWTWTOR IS To -�CAIL/CAU�K AL. SHUTTER COMPONENT EDGE$ WIJICA REMAIN IN CONTU,uOU'� CONTACT MtI4 1/4�O TAPCON ANtMORS AS MANQYKTIMED ITT t I W BUILIDEX, INC f,44� I'- � I 9. IT,, I,) THE DWILDING TO PREVENT WINIVI INTRUSION - , /V A . 7/W CsiX-A ANCHORS, AS MANDFACTUREr, BY DERALT INC OAN. C-3000 p,) - 1/4'. , � 14� SOLIO-SET ANCHORS� AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CC, 12 STORM PANEI_ RMA"RON SHAL, COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS AN* GOLDING AND ZOIJIMC, REGULATION' I IIA" , V-3000 RO.,-) PROVIDED By NE 4URTSENCTFON WHERE PERMIT IS APPLIED TO - #14-10 PARELMI FENAIC IO III FANFIMAIT PLUS ANCHORS. AS MANUFACTURER EY ELCO CQNsrpi,A�TIGN PRODUCTS �W T"-33EA P.4,) I.I. (a) MIS PROOLICT E%IALUATION DOCUMENT (PF D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PRQYUJ ;NFORMATILIN N I FOR A SITE SPECIFIC PROI ,O WHERE THE 51TE CONDITIONS DEWTE FROM III P C D - 1/4'0 CF TAP -GRIP ANCHORS. AS MANLFACIURED BY '.RU-1AST CLORPORATTION (6-SMO .�T AJ) Nil IMOM EMEELMENI OF T�N ANCHORS INTO POURED CONCRUCTE SHAIL, BE - _1J*' ;I' FOR PAN ILI) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INISTALLATEIN INCLUDING LIFE SAFETY Of THIS PRODUCT � , ELMAT,E FEMAL E BASED ON -IW-- RED. PROVIDED HE,?SHE MIS NOT DCOATF MOM THE CONDITIONS DETAILED ON NIS DOCUMENT 40 AND PXNEMA1.TE_ PLUS AND I I/4' FOR CF TAP-QRIP ANCHORS CORMA,UCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSRIT� A.7) CA. -IN & -,-�O-SEI MC14ORS SHAUL HE EMBEDDED 7/8' ,NTO THE POURET, CONCRETE NO EMMOMEN1 INTO TO THIS IT2VOUCT, CYALUATON DOCUMM WILL RE CONSID(TIF-11 INVALID if MODIFIED STUCCO SHALL K PEMMED� 114- 0-20 SCREWS USED SHALL RE 1 1/2- LONG MINIMUM SHOULD MUCCO EXIST. NO I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY ar HEADELI SCREWS OR ALL, THREADED SCREWS W/O HEAD 01 SITE SPT11-� PRI SHAIL BE PPEPART- BY A FLORIDA REGISTERED CNICiACCR OP ARCHITECT WHICH WILL BECOME THE BIT WITH WING NLTS LNGI OF RECORD (E OR) FOR THE PROJECT AND WHO WILL 8-E RESPONSIBLE FM ME PROPER USE OF THE P,ED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENTRIN�R TO THIE A 31 IN CASE fll�- PRECAST STORE. PRECAST CONCRETE PANELS, PAVERS, STVCC.O OR VI BOARDS BE FOUND oil Tfir �, 1.0 INCTNEER. SHAU SUBMIT TO THIS LATTER THE SITE SPECIFY OAU0ItT*-G5 FOR ILFYTEW� OUSTING WALL OR FLQOR� ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN $TRUI BEHIND SUGH VANCLS ANCHORAGE SHALL RE AS MENTIONED IN A I � AND IN A 2) (6) THIS PED, Sl" L BEAR THE DATE AND ORIGINAL SEAJ_ AM SIGNATURE OF THE PROFES301LAL ENGINEER OF ACCORD tFAT PREPARED IT (8) 19-EA*Rqk-"U��-�,o�l-W&L--,�iT-Y--,.--w - t� SHUTTER IMINUFACTLONER'S LAW� SHALL AS LOCATED ON A READILY LASIBILE LOCATION AT STORM � 0 TAPDON ANCHORS AS MANUFACTURED in I I W SUILDEK, INC :/4 PANEL SHUTTER IN ACCORDANCE WITH SECTION 099.9 3 OF FLORIDA BULONG, CODE- 044E LABEL - /4, Ii , 7/8* C40-AN ANCHORS. AS MANUCACTURED I DEWALT INC (Mof I'— 15CE, pA, I SHALL PLMM FOR BE EVERY OPUI LABELING TO COMPIT' WITH SECTION 11109,02 or "IF - 1/', " A =5/4" S(SIO-5ET ANCHORS, AS OFMIETUTIED By Alt POINI SCREW, SOLT A, SPECIALTY CO RORMA TIVILDINIS CODE (MIN 1'..1800 O.O.i.) - - 1,4-IT) RANELRACE F-MI V AND INVIKUNATE PLUS ANCHORS. AS MANUFACIURM BY ELZO CONSTRUCTION DRAWING SHALL ONLY P-111-1. ��I � PRt OIL, 11AIN A MI-11-M �N n S, PAN V-7CI, P-) I k ?4Z - , . ! , /A 0 CF TAP -CAP ANCHORS, AS MAJENFACTI)RUD BY TFIV-FAST CORTONATION . TZ� 'IIR , _` '_ -1. ., C 5 11 MINIMUM CTIMMIM Ot TAPCON ANCHORS. ELCO PANELMATES AND Cf fAP-GW ANCHOR. wD imE C 1% .- FLOR t OA BUILDING CODE (Nigh Vefoefy N.r ca,,* Z.vt . ___ __ _____ — I . I BLOCI, UNIT sNoLi, BE 1 1/4- Z_ I 1, - .=. ,-time "Al 20 GAGE GALVANIZED STEEL STORM PANEL "N z : 1. * - W. - NO 4 167 9.2) C4�, IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 7/W INTO THE CCNIG-�ETE 9',OGX UNT, No Emas -� = - - ____ INTO STUCCO St%A_L BE PFRMITTITU '/4' 0-20 SCREWS USED SHALL OF 1 I/.'- LOUIS N,I S�HQUIBII In/./im" - .,l �_ - "' ILI IOTECTION PRODUCTS, U.C. �_ � -1 EXIST. AND I' WIRIYUM FOR WALLS WITH NQ STUCCO a -a' -1:3 - - I [ILIECO,.e. \1 F � 'P, " TAt OF - _ _-:11 Z NO.- 11 `FNWF` __ S t OF 1; 0 .. 11 D� TIECT �." & t1AO.EIVt1X4I W , ,,I . " W" 11 L&11- _... - - 20-176 __rg. "Hew f-J-1. "A". 1_�I on 0, J0 ` .,f P44t, MI)MiI - I . .... ,,FII,, / - - URM`0. HIT, `*',,Z,,��Iv .,� " Z'� UPP I .', 1 , - qv �.- A TCR I ", - f,Ilff ".. I i - . . P � - 1 ------- I .. �Ovl__, 40A I 1 - - �- TPI - ,� _. I I . IN51ALLAIIQN DETAILS FOR MULAR PANELS(!) ____� & 11-A I INTO - EXISTING ?-QUEED CONCRETE QR _CON&REJE BLOCK STRUCTURES .. CONCRETE! ANI (M I 'i- pexA, 6 YNAGLGH 2) I CONCRETE MKI"(Ps (SEE SITH� .-I � SHIRTS a THiNAKIP, 9) I -,-,,, i � - - A.;:� - ) ,..1 I _N� .2;1 CSITE W-HaWLE O., _-, � ET"SOTHINKMI ___CO____ I , 71 EXISTING POURED _ - I., CONCRETE REQUIRED. - 4! ",:, ,�, �1, 11 - .1 eUAORM ANCHORS _. � � (TSE sciamuf ON .- ` 1 ` Z, I .NEEAT 6 THROUGH ___ , U4 I �_ - _� - - ,�_ III.— _ , _ , - - , V, \ - , � , I - * EXISTING POURED - -,) , � 11 . �4d' CONCRETE REQUIRED, _111� X - , I - � �', I .. " _ L .".. - -- , - A� POI I,I�12 7' - - '_ - 11 lii/ VC . - _J I/.- 1.11 - - - , - - `___ � � _ —, lf= , � - __ I- V - _�� _A el, t 6/1 - , I [= , , � - . :--,� Wfi Is; L� , :�i I I - - � -1 ___ I/A' 14i - I i I W.. I , -_ 1� I I 'P4 A I IT /' i -A . . - .., i __ �, I -_ . I� I 71 I ___11 --- UISTI PO LIKED I I ,"Am I � _(�) I I I I e I i I - _%_- " 0 i -j-4� POURED "' �� , 1 . _`� � I r � ED, � 1 " ft . �; � 1� - �l � I ", REQUIRED . 1� C e I��) : i � OUSTING _. .. � - : I CONCRETE REOVOAD,; ��_ - I I - . I 1 � �, , � 4 it �� - � i " ii4� , , � � " ��, W,-e, 1 ,��:� I i I 6 1 - A.I I 6 , ! I _,F__'�, , - � , , , 4.-J! - M. 0 -, . 6 9 __�� 1 B"M MU, I ! a 141-01 � ha) --I- . WANITTI, , . i I 6 -i. - I _W'. "'II , I I 10 I ; I I 1 I I =_8 r, I/2- a C ", lIr ITI 'I i 1 "" l__ Or = T I � q) 1 1 .16. ,,,,_ _'I f I , I � ZgI,q__I I M ,% - - _AAMPW 1 � I I ( 1 IN, =,"""" I -1 .1 I I I , ; ;_ I I -, L - � ' , V � � 1, - - __ --I If i " Ows 0 11 ITIMPTA, I I I 5 - 0-*=�_11 ! � i : I I 1 --Ul - tTl I � I : I � ! CIPM, , -1 I 2T - - . - i I , 6 I .,- I ; I 4 �I � I I I i I : r �:�� !�. X'11,�� I I - I 1 �',- I I : I - EXISTING POURED E_Q� , � , CONCRETE __ � -, , liiI - BLOC" CONCRM On 1, I . - . g i I § § � I I I ` I 1 di 1 i L --- I 7�"`-A/w i t I. - *NO " 0 4 " I - I I Dim SATT. 3 1 9 - I J 12 I/,' - I : - I i I �. I I i iL : i I I � I .7-7, �-, , :. , I - ' '" 1 I I - ; : '. H na. LD .� F'�, I E RED I , , TeSTING POU 11 I I CONCAM OR I 1� --- I I I I W. I I ; 4="r. 777!1� 1 i f "N,-= _,"_ - , � - . � �� ., 4 a, - � V_;V . - E.., 9 . I CUSTING POURED ED �, - I ,2 yr 0,, I COREPOr OR 1 :_ --- -_ � 1 . :0,1A, M. . _1� - REQUIRED T .1 '12- a c_ - , I * Ir- ___ - I ! . CRETE BLOCK I � CON = O< _t�:� ---..--, _ _. - � I . 1 CONCRETE BLOCK -: - - I � I - REQUIRED .�, , 11 A/ . : f. : : �;--_ * : 1 � I G39- '�� ,,, -- - _ I - - 1__.i___1 - ��,,, —, - � "_� ,'� , _ 1 ." � "'' - , a It - -1 ,,j ,,,�,�' '. " �. �,� ,�. � :1 � 1.11 I � I cz� EXISTING fOURED, AT , � I " -, a _;: / , ,,,, -1 I ., � : , -, M.. �'. I I CONCRETE 17I - ' I 11 11! � -5/41- , ,,, � - - -1/1'.-TO - 1.q- _- , I , " CONORM ARCHORT; ,-, - � I REQUIRED - - 1, , , IN, ,�U ANCHORS I —t , � , , IS , 4 �, TONCRETIE VICHORS -C , V - I V - i� "A I .1WNe A, . " -�4 " I - 0, "��_ Ml� CONCRETE f j woz I— . ITTACOORD W/ STU 4 -1. eo T e- - OONCRICIT __ Sm " SCHEMUT ON' _ N - , - � (SEE ScHEOLICE ON �11'1 - . .-I (WE SWI ON I � -1, I- 6 � Ole MW ON � , , SHEETS 8 THROUCH 0) �_ � SKVETS a THROUGH 0 _Ai a THROUGH "Ha 9) SHEETS a TNPW� 9) , WALL 11110118III U04118-1 , Z/H-,' ,, � SCAa 319- I' -1.11 11-1- I SCALE 3/8-11 ALTERIJAN 1 Quit MOUNritiNG WIM4 � � I -- I— ____ --- 1- - - -r-- I EA - EDGE DISTANCE i ! 105 i (SEE SCHED LE ON "& -l'.1m... � j SHEM $ 9) i TO - : I 9 I I I i I i livIrle i NQ�� : . i I , CC ", : M-111ft TOP & BOTTOM MOUN71NGS BE �,;� --a : - "EHOATION, CAN COMBINED WAY TO SUIT I I * 1� 1 I I A ....... ,��j;, A. N� A !�, IN ANY ANY INSTALLATION 4 , = __ - - - --- � " 1, �',,V ,_.� / I , ` --- -, , _ ,�', � � - , r,'��, - -,r-- _ , _ � , , i7l, I , _-��71.___,<, _- -1 . _ , � � � -1 . �� -1 . IL)iUIENs. , �� , EXISTING POURED' ,3 , 'I g , - 1, . FLORIDA BUILDI[NG CODE (High Val"Ity Hurricant Zone) CONCRETE _ /,it!l� REQUIRED. _- - --- E.0 -- - CONCRETE ANCHORS "�J 7 * S I *.-' : 3 * .0" mlew, INC, 20 GAGE GALVANIZED STEEL STORM PANEL "i, � ORMON 6�, I , StNEITOULC ON � !-o,. ,*= WE �- S I—- _ - -_ -_ _ _ - I . � -0, V , , , - " '--� - il��, UOBAL PROTECTION PRODUCTS. U.C. ' /11L E �CO.,.. \ 1 WTE, - CEIUNG = IQUII AMR P0 ,_ �, ORIO ,., - � 00 SeT 5' WAIT ITT - = i __ ... NAL I- _Al"`�w _ _ 7 Ell"I I CAME, FIL in'. , "*'I- Ow"-luo, - ePH"-M7 20-176 .::. .;_ _ r_ Plr�'l SCOU 31�1- 11 -rNNT'n--nZtT,2,x ii:_E�* �'r '. .j�j - — - - -a.;- CA-0.057 I WAITEV 1 Tw 1", III- I -1-11 � , _lft.-�- _-n-_� RDH. 67 1 I QLILAR & LIFE SAFETY STORM PANELS (SCALE 11/2-11 - ___ _ , _ � - - - - -_ , ___. I - - -_ - - 15 I9r (-TOTAL WIDTH) - - - I ___ - _._ _ -- - --- I - 11- - *_IIKF (TOTAL WIDTH) I - I—— -- -_ I - , - . __ . - __ -1 .11 12�500` (EFFECTIVE WIDTH)- ---- -- - ------ I . ___1 . , I-1 � . I I . . IS 1/4* -- ----- ,--,- I I -_ -- - - -_ 6,250, --- -,------ I I : : -,Iw-- T.W'_- -1--14I , 1,� , �W' � � __1 . 11. -, I I 1� ; -'I'_ , I I I DOSS* wil. TRICK -13501- A ', I ,�, I I I � I "', ; "I , _-I'M-1- ? "', F_ - I I < __ * MALE�EL ��'� ,,<, NO #D' I � I !�,W' A&S G , , I , \ /,-.—.. 71-IN-11 1 - , ,� I - VIA Rgr'l 'W , " 2 057- O'Wa. MIN CK 11 I - , % 2,857' 1 I " / - __T�k N I f,��Iltll "I A� � .r I r4 I /, -6, Gk" GALVANIZED STEEL E%E: " 'I ��7� -6 i I , 2. \ - I -0- Ao-;-4- I TYP ASRN, a" -41 J TIP, \ - ,2 , � -1, MMED \ \ OTIS $0 M*AWM MAW , IIXI� - RE J _HEMWM �.B, GETAX �j - i D , EDGE \ I I - E GE: \ "L �w , // � _G 0. A I il. L A GAL ' , 411- N L 48H \ I I / i -------F ___ . __T ---- _____ , ��_ .1 -, - I - - 1. _ _ - - - I . 1. - I - � - I - - - ,__ I, - - - � I I - I .3k* .3�0-__J -%350' - -- --- -----1.25O`---- 1_ (1) MRM EME - - -2.187' - I �,, , � . 1, , d ; W ,,, f�iw. , _�" � I . 1r1___________ ___1 - 2.,81*- , PANELS i 125' '* 'Ir", END UP --I- ,_ -,,. If 1250, "Get- ft. 0. - 75I 1/4 -20, %4 -121� - - I 30, SEWS , ,� � , J�l . ` r , .". W1 HETUNIED fVGE- f I Do* �- 'Ll. W."', - .150-- __ � - & a _f� - , , SS MUD RNE'So 55. I >--- �� " �, I "-- --4r-- I � I t , TO ANCLE 0 TO ANGLE & � F , , ,7 1 I "I � - R-4I,Z ,__ " i ____ --.r— I t I 1 12 1/2- ac. 12 ,/:I1 aa � � //I&�--,,-- --- - , �,-,.'.� fe,08, _. Too . I �093' . � 1 . .1 I --I - F__ I... , , - -,�� 3,3" . 2,000 1500' - � lf ,- �-- , _'�__ � 3 n . SET ws, 03F SEE - �ZF -:- - - ?W - L 1 2, AP7S*j I ,; / ,, t1w. �Z��,- I 2L I I � I __��"O 111q , -I- F 109A WALL , i � I Api=EL:�_' I , - /! HEMMED, U, ? I I, � 1, I . - -1 �17�5 ` . � T1. r . � - 0. a M � I, I Ir � '25e- I �_ - I I 4 f - - 1 _� (w/ AULL R -1 L � 5' WIT., - - - - - 1. 1.500. - ,.-, _'QU-j IQ , � , �3*,� .M. VIEW QUAIL A W/!_____1OGO --:LWO- ROUNDED CORNER 0 ENDS OF PANI , nirL ,?. W/ HEMMED EDGE. ') . . (A EID Up . - Q @ WITH U2) IT HEMER 03 *O-HEAM (�) ANGLE A ANGLE WITH STIM (N TS) AN= VY AnTRUL= I - -1-___1 VAM : I SEE V17, . - --I F__J t/14 & 2/,4 0,344' T 374, -- .7SO' - __ nP, TOP EDCt �- Ogr -1L4, .0", T ' ! OF PANEL Iffe' S10. -390, rr "68� - ,� W " ., A SIORES I t , ! . i-I - f ___ 4 I-- __ - 1-1 X mum T, � 1,407,1063, .. 37F /" �3- - , ,.- D�__Jrfll n. � - - - � r I- ,;-I - 1 12 1/2- O,C 625 -- - I 1 .656, , -I -, I 11AD__ - --- I 1-( 1. - -4 1. I -- --I / 1,671, 1 _ I I- - - i _ I t" ,iio- I - 67)' �saii. , ��7 __I I 06, � 1.�43* 1 low 'I I A IF I An. 'A"' FUNUE PRA _1RJD 8, rF , , __ - 1 " , C-��" - LOCATION AT J121 I , I li7� L I 1 __ - _ __ -, . ERY PANEL OVERLAP __I ."'. - - OV. t . UPI MI I I _ _____ 2.00I - 0 OW \_ 62F4 - -rTYIA) 7.000, (�) KEY HQLE WASHER — - - 063' -----, r-" 'E* IMr.K ANGLE (R 34§7 *r-* TRAC T FLAT U90 Ll� I i - .094' ( �_ WITIi STUD � OO.M. (MIT.) - - N %M010`1T`4**' � GALVANIZED STEEL , ,1.4'0 � - - - I � I I � - - ) ,,,�,�� A, I1Q#N , , ; .. %F '00D , I � �, I ., _5 __ .." , I I— -I 3V '� - -, � I - -1 / &O", fZ,' ' .!I�N 1 . 7n, � xr,ENSe - _ _ _ 3 � L�!k 'S , , ,� ., * _ - , -,_ ! 73r," I �', 6^6 57s*4 - ' No. 441 IS . %, 1 ( � -, I , i xk�\ ` ' ZE I I I , I I I � I _,�A � = *' .*IR FLORIDA BUILDING CODE �H!2h v*EQAI!X N. cone Zone)j * . - - _.A Ri . . = I , , a I - --- -- -_ _"I -1 1-1- III 06. � - , .% �_ jrp NICKEL -�s,.., STATE Of .:,,,, �F "M reirce, - 10 .. � 20 GAGE GALVANiZED STEEL STORM PANEL I i L 12-10 J __ 1 5.1 ED WING NUT 1� fto�wtli., .,Au ;� OR`WN BT I --------- 7 J � -�, 0i,,. I (�� KEY HUE . �. g. ,,, _ I � __ _21000, ___ S1. fl� I * "tun X 11 — 0,111, RWAI_�l AI PANE %f �"_ - �;� GLOBAL PROTECTION PRODUCTS, LLC. TS. _ II, , "'� // 11LIEC Tim., \ IRIO0.1.1 51 STREET . T, AI - - ... _ (A) 2"XZ*X1X AlIveii"NII USE WING NUI W/0.1 f "��, TKU" 'ITSTING & EKSWEERAH; ***PAW UARI ", W3. WONDUTNIC WASHER W/ APOITIONAL A - - - - - - - , - " n,AIW_7!A4 1,A)" [TAwLA"%IF`II7 20-176 ALUMINUM ANG _,(.N,N__ M-1.1 . 7/e.3/32' WASHER ISTANISSS C-00PIT719 , IEHP� __1 E I - anonwi, Ni, sAff, OR NICKEL P'To srm�. WAOXIA A, T%uT 4, PC I, -HA � - 2 Or n I - , - f . ; - - 8PRI, ' f - " Ffa9. I I I - I I --- INSTALLATION QEIAIU EQR REGULAR PANELS( - � i-A U A11.5 FOR M W INSTALIATION IN POIJU QN,T CL INIQ EXII�TINQ POURED CQNCRETE QR _C0 CRETE BLQCK aJRUC1L!.RES CONCRETE MM-DRAM . ".R., re"ALE K, � 4III I'LUS OR a W GAP, ,,� I/-*_I,O,_VI1 - CONCREM ANKRIOI � I I SCNEUuLE cIi WW .11"r8!Se VAUD MR F.W& UEE .%_VM AND E-Z WIG STORM PANEL SMW - -T, � I , _,�, Im SCREV.TLE ON sHEET 4-& 9) � . i � I ___T_ __ - 11 - FSM i:�, SHEETS, a AIROUGH 0� - , , � - I -.1 �)2- . - I I : , , - I I", - 1 I NUA czmo � � - I 1±�-L,,,.- =_01__= � I I �' ii_�',_J 4, I -4 11 I r-ri - I- *, �`w � I I _OT , V.SW PRIM -,_,,--:S5 0�_ I CONCRETE � 1 RECUIRED N', i I I 11 11 I E" : � � - I '111" I i I � z , - - I II _0 , . �� 4) - . , I � 1� � : � � 7 -11 I . "_;.,__� � I- - � I q I 1 1 I I � �T_," : � X_1�1 - ' 11 - 1-1/17i"l-I � I =4= / �7-_L7-, :=.,..e% �1 I , - ha.w_ , � -_ ITH-0 - - --MINT - I � : �_ i ,,, I �� I I a I � "I B,TiNc RWRM. : CONCRETE OR 4 iii I Iii ; I _1. . _ ". . e . .7 , , � _� , - , , I, yr — - - ,� �. � "NI I r- .1 L ,OI IC , ., - - _*r � (D i CONQRUE ROCA : ; . ( ), 6 . "I'll .. __ � " 1� I . trl \,' 4 , - I i [ 6 REQUIRED. I I IT I // � _,_ , IN, - j I 1 T, I I I I- , - I . i _ , - � � I � I 1 I -1 ... - � PAM �FLAI SGAUE.A/16.1- (D 7W ,.-,.; � �-,M,7 7 f, - � - -N— --=- — AI� -e .e , I " "I I , I �V.- I* W�s 4 I I * #171 - t_= . .,�' L =__� � f Y, i iii i/Z '-A CA -SE � �F!Oba SCALE 31115-- - i iI 1 R I I -It , =-,I Fee IiRITION . "y � - � I 4 1 - I I - YONSOKILL L_____i,, . IRRO, . � - WAK,,KN � ; � t 4",_. I %,r - � " " - � � =. "I" Ki - 1-1 I ". I" - — - ,ft .;�', 9. � , " , `� I __- "IV, � " - III IT, � t - MHENvA -1 -IRNET. .1 _ � T I I I I. .- - - 1 . "cu, � M , III -* 7 I NA IN, RONAINP, i V. "I'm : � i I - - — - I L t=,-, " � - - 1 I I 1 ; 91K i 11 : " : _- I- = - A- - = : -1 1, -/w, - ., . I -1 11 , - .-/7- 1 - I 7 �, 7,77-7 7 7! 1 , ; 4 I - ., .MM��. i 11 *-I ___ , , . - , � - ,14 �- , - � -, _,� �,� I I 11 777�77 � - I . 1 I/' -- I _� - I : 1 I - 1 - -_ �11 I -- =.:�_= COMING POURED ED. , . I - . I t . * , - --I- '� 9-- I I -_ " I --i - I COMMEW OR - CONCRETE BLOCK I 4 1 CA 1. � 1 I A = C (PLAN) ".0 - 11� � 1 1, ki� i--: I ExtSTRiC P"fp � .. - .1 CONCRETE OR 1, � CONTA M BLOCK , . � __i===�_ TIEDU , C112- IRED It � I � . - ___ , - _ , - 1 jE��, SCALE 3/16-1 4 --'"ft CA"N) =*.,:�, , CALK-1 OR : _ ��' -1 --- J1 I __ - Ke"C", II.�- r/,2 IF � I' L :��,, �h - � ,/ I 4 1 "' .-, 'r . =_ - _:1L. P.-PI i PA FTFAI TO ANT, ANEL*Yt ��, PLUS I ff _1AP_W DiEr ScHERACT; ON SHMM a A 9) WALL NOUKING - M.) TOW ".1 . CRETS ANCHORS - ,,, MT svieolu AN - "",I (4D SIRSE,51 a ItiROUIR, 0) ,....� I - ", ButLQd&ffIK _*_ ��,�, �,,, ,�,, �-L'�`��_ I � 1,741",,�'�,�L' __ ��J I � I - - T %--= — THIIH, ... ) I I I i i - I_ I—_ ,, _z , I -1 .5ECTIOU5 III § tz`, I —' ," F7`7�/ ScAEr 3/6-1. V I ..A, Va., —MIK. PANEL 01MAP ft'"t— VI "im, a. - . .� -,,,__F -1-0 ,� - I ", , ,� -_ MRX"i, _ ME OF EXISTING 0 NEW I' OPENNI WIDE . VAMES , I /A' F-D. - EIMT I I 1-9 0 , THICK � . A , AI TUBE OR I (!TSE �SON �E : 1, CAR- I _-, - - I � OUSTING STUCCO/ FIT WOOD PLXTE SPACER 'I HEETS SHEETS a & 5) -_ .y;!0N) I I I WOOD swo '�' * , . i - - ('D, , - NEW I' WIDE , RARTES A I/O- � � , ALLN� TUBE OR 1* . VARIES ��, , I i N L,�, �7: 1 �, I P.7 WOOD PLATE SPACER I BEHIND TRACK I I I TOP & BOTTOM MOUNTINGS CAN BE I I . CiNIC" Xr, I ANCHORS I COMBINED IN ANY WAY TO SUIT ANY Q"f�ois) � -�- I,i I ISIE S IT= - I I F-L -,I I INSTALLATION 1. - �Cii .1 'RACK C,,M. , — ; , _.J :,� L I - - _1CO" "Er , - - IT� I 9, C #1 I _J � "I - � I,", A r'. lik A . TJI _*11.1 "' .,I,, '-,.V,�k�-, Y_ 4", ' 'a' .. = r1r �-- ,QEN. . C, FLORIDA BUILDING CODE (High Viilc,el"ty It Ocne zone) _. . __ Ree leINOTUALZ 1 1/2' W. � IIHOO' IT . 9) 3' M.. � = = ='I.' CONCRETE BLOCK ,-",� NAAL . VOTM - _ REDUTRIED, n�, 141OKS HiFOIN, I I , i , : � t RM OL'I W_ M FP. 20 GAGE GALVANIZED MR STORM PANEL BRAIN ITT x1l,, - =� * : -- ----- �, - *, * C�-,Z,��,Z�-:IL�� - - I - - - __ ___ - ____ . '/2#/" SCALE 3/6-I - �� 'O -� S OK -- � __ _� __ Z ,- IJLIEC*...� GLOBAL PROTEC11ON PRODUCIFS, LLC, \ mn, QUAIL FOR ZPACER3 REGUIRO-AIJDE DR s _ - -, ��_--*I 1'� A J/ "I"I' - .= .A. 5, START . ONAT, - 33311 0 -%IMkQQ4V= 0 BANDS - -NO - A_hiwrtii P. �� 20-176 I �� I , � q . I � DIK 0, - ,-,M. FA* RMA)MITF-MI . - V , � - - I 0.0 --I- � - __ ORMIMMI K&� "444ALS R,QOGIO'� "I , Am. I — 1-1- * lk,-ANAK,", , A.Iiivi" �X - Ir WALTER ,,,�,m ,--, " 0 2 I � M � 1 I: $NW. . n — I _� i i - I PkIDDUC r EVALUATION RUMT NO. 26-0727, 2 I . TEST REL20RM; Large missile impact load tests were performed under SSTO 12-913 standard as per section 1600.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814-01-01 dated 03111102 witnessed by William III Mehner, P.E., Boriz Moroz, PIE, and Henry Hattem, P.E. and Report No, 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123,01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, RE, Tensile test report No. 9CM-198 by 00 Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Orate, RE, as perASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1OKM-13i8, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-B. . STRUCTURA"INGINEERING iCAWW,ATtQNS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor Spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculallors prepared by Tilteco, Inc., dated 12/1 8110 and 08/27113 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E. 3. M16$,.1LE IMPACT tEMITAINCE;, Large missile Impact under section 1609,11.2 of the Florida Building Gode, as per SSTD 12-99 Standard and TAS 201 � 4, WIND LQAQ6 RUSISTANCE, 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, I$ that 16 and 18 of 18, of Product Evaluation Document (RE.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. FROIDUCTEVALUATT NREPQRXYAL_ . _LQJU= 3 & [N-STAILLADON: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-178. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and I 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6. MATERIAL CHARACTERISIKS AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D,), drawing No. 20-175. 7,.IMa!TATMNaANRiGONQMQNa-QEAAE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175 prepared by Tilteco, Inc- and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620,2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WaII Tflllt, Jr., RE. (Florida License No. 441167), President of Tifteoo. Inc. (Florida CA-0006719), T,A%%%i%IIiI1NyJJ0, ,0�@; A, TII , .0" ,�� ......... �% % IN �, I"' , - � , V� I'll I,--- . V\�IENse"-4... ,� It7 __;, . - / , - __ " 1� ,.: -1 I UIF '- I - 7; /;-- - � - * :*i WAITILL Tw . - . - ' / . - D-ITILTECOADMON RECORDS� P,E. RE?ORT.2O`IGLQI1BAL PIZA�� ,k"ZIN P N`5 S. L AGE , ), �� 41% GALVANIZED STEEL 87ORM PANEL k DRWG #20-176 1, REPORT#20-0727AIij ��.'-. toR�D ,�,' 01 �,, �� .... .. , 0 ",;. S/0`�051 K,,,;,,,,NAL ,Nx ,, '11III011IIWI 1 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 1 W/10, 2W/10, 3WI10, 4VI/1% +6/5 SW/10, 6W/11 & 7VI -3, VAX--..,- - __ - - ANCHORS: FOR CONIC', E SEE SCHEDULE ON SHEETS 8 & 9 y M" ACT - - � I _ - , 1, MIN- FOR WOOD SEE SECTIONS ON SHEETS to III i I I* MIN, � 0 a � a 6 ___ ________ _______________, �_______. - - - - -, - , I' D.M,,0.0, 041&f__1 -!--!--I- -T7--T---F�-- � , - ' -T - -i ---, L7-7 `1 -T171 7771-; � I I - I I i I L I ! ! "" , I I , I I _1 I i I I - __..7__.t_____.F� —, F . T--t—r—, , — ___ _1� ,�� , I I , i (D_(D-G>,@�6W_11_Fi I I :, i 1 I I _ I I f J i t I � � I � 1 ! 2 I � � J I , � � I I I -1 .- i ! � I ! 1 I , I I . I L I 1 � I ! ! 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I I I WINGNUTS 0 EX OVERLAP I i I APPLICABLE) I I 1 � i 1 i I 1, I 1 , ; � 1 I 1 I . � (SEE SECTIONS AS APPLICABLE) � , � I I I I t : 1 i I I I i � � I i I 1 I � i ) I I I A I , J � � __L,J_,_ 1- _1 � 'i � - �, - -_ I L L z L__ I � - I . - - - I , J, I - . - 14 I , - - - -_ _! -- I , - -,- - - 11 �- Nl ' I ___1 -_ , . , -- � i � I I I � I I T ,, I I , I I -T f � _T 7 - ED I I ! : I I � 1 I 1 i I - � i i i I i , I I I . i i 1 1 1 r I I � I 1 1 1 1 � 1 1 � 1 1 � 1 i I I I ! I 11 I � I i i 1 I 1 , � . I I � I i I I I I r � I " � I i i i � r . , i � i I 1 t I 1 6 ; I I ! t I I � , , ; ; i � I I � � � 1 ; I I I I i I J.. _ � --I I � � I I , I � i 1 " - - r , I I i I D.M,,@I@�(�)�+O, - 1-4 � i_� L_ i _ IO I __ I , ----� -1 -I , ; 1 g I i 0 I, ; L 11 T 0 1 � I � � ! I - � i I ,c T,! - --I --- � li� - 11 I J4, _a G)_@,(�),@� wn� � 1-11 - - __ - 31 WX 3' MAX, - - 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, - - � '. MIN, I. mot � � iW/lO. 2W/10, 3TAT/10i 4W/10, 6/5 I SW/10, 6W/11 & 7VI ___ __ _ ANCHORS1 FOR CONC14CE SEE SCHIMLE ON S-EVIS 8 & 9 I - I - FOR WDW SEE SECTIONS ON SHEETS 10 & 11 N-T.S. 2,67' 1/4' ANTI GAP i (WIN, OVERAP -1 WI VALLD11 . A � I -1- I- I _ 1 72��,,- �. � , - - ,.X4;,�, __ ;C: I - % I 4 1?1 % �: .., I'_-N , * I � E .-!,�%_ FLORIDA BUILDING CODE (H;gh Velocily NUr 'aarTO ZOTHL f* ,-A-1) - ,-.1", , __ � TILITI M. I FP E I % 1 20 GAGE GALVANIZED STEEL STORM PANEL DIWNI ITI . = . * ,� �- - S - . a I GLOBAL PROTECT 07/U/" EQJION_A-A� *' . ____ , - U.C. OAM N.TS. a .,�', AIE .. e_ ION PRODUCTS, * S -. . I Z' 11LIEC0,1101C. "aXI &* f", STATIC` , P . 11 , , OR% .-' - - TRAR TXM`N0,,,* ENO'NOTTAI'm .Q... IAWC, -"O,.. It .. 11 If R_ XFtI. 20-176 I, 0P,`%=__ --i'MIAN.A.I. PNi- (IIINUMM-NN., CK,� (IMPI)IIIN-67it? '04 ;�' _,. / Vii0_ - , .1 I TANI - I - - — - -,,,,�,,�"I-I,,-"-,(.,�w---,k--- CA-eimIgpe. 1E M-1 1 I ____T_-_ -.I -MIN A, TAUT 1� I FLORIDA Lk i - 4- - I - I . � - - I _- — I I __ INSTALLADON DETARS FQR REGULAR.- NELSPI) & rM INTO EXISTING POURED !�QNCRETE QR CONCREJE BLOCK STRUr,TURES ANCHORS. FOR CONCRETE SEE SCHEDULE 01.4 SHI 9 - - TRED CONCRETE ___MD W0701. _rRID - ".-,-- ___ . - - _ I FOR WOOD SEE SECTIONS ON SHEET `12 I REDCONCrOE BLOCK . UIRIED CONCRETE ANCHORS - - - (SEC SONUKKE ON I REQUIRED 1. 11 _F.71A.= REQUIRED I - CONCRETE i M.. Z.67- 3' MITI � : ., (MIN, OM4AP -, VALLEY) - - --- AI IL s. RE WE W, " t I- � � SHEET 9) � I 0,EMMORS (51 5 0. - I � Fv7` "I i � �. I SHEET 9) I I � . SHEET 9) I �, I - - _1 IF— --i 4 I * ,* 1: IN I 115 0, � � � * � *I . i I I I � � — - -- ----I - I ,��, 1. � - - 13 � : I \, _____ - - -- , - 11 � . I 1, 1, � I - - a , . 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I 1� � 1 � I I I � ; i _i-�� "' I I I ! - �J. . � I f 1 I I i I - -z,? -T 1 I I ___T___, -_ � 1 � , � - I I � I - r , ; I , I , I " ; , I I�' I I - � � I I I Id 6 MH I I ! i � '=" I � - - TO , I � ,e - .P.I.M., T I � � * 11,4 , , I I'll" I ei; - Af �� ,I �� e I , , , I ii II0V I 11 ��, , -�,NAI : I I � � � '� :' :"P;. r ] i I I.- 1. I - - -a (MY . i . I !-� 9S I i I. AW04 I a A I � - I A � � , !: , � - � A I � , , i I I 1, , I I �� I ii 0. Kin, III I A - I 1 Di II3 ; ; � p Imar, p . � t � 1t; , I � � �� f I i - - I I � � ,� I i � ! ; i I � T �, , � � I I I , , � 1 vt � : �.., 'I n3i -"A, I , � ,a lt^'. , ,,, eT`TS W/ (_ 0 -f I . 1 .4- lalf,�,I I - I_ I � ; ,, - - 'I/A. 2;Ni. I ,: . i.s_ s,UA ./ " t� i = . �1_ � � � --I 1 Z-V 3 . i;. i W I ir� , I/,* I � _IvI I � - d 6 isa 9XITS III . ;/W, ,, 3"ar I / A . ! -, J -, " MCI` a I j 4� I .. "I i 50X I I 11 I -- � 1 111' *L" f I I I % � - I I � �i ! , I ; � � , � i - ; -, � -T , , li[, � : � - I . , I i I t I I ; I � i I � : I � � ; 4:0 � - - ", . 0 I i �, 1 R . - 1 g � 1 1 : : : ; . I . i - --,�,,- I I I - - � . . - - - -1 .- - _ - I , I � � , . I I I : � I � I - , , ,, � I ; - - - ; � M ,�� - ,., I ;, I � - i ; I I I -.1 - - -, . I I � I , I I I I I � I I � i 0 ,----- & --I I I I I ; � e � I I I : � =�q� tra_ I ; Sol �_= SUIT � � I Or ,L- �_*� I I I I M� I � I - - Lkh.t 9. vA wiI wu --- �.. - 3: MR,,, D-M.,@ . @ No WAZ I' Mi,� I - I OF 'U - MAX --I-,- � I - � __ 4�3 , , I � � , � ,,, �, � � MAX ��" ' 1, � - ;I77-7!7 7 ' ' i � - ('1 050% F 'L' - - - .I,r' - , , " MAX 7t .777 � , M�, __ - . ANCHORS FOR CONCRETE SEE SCHEME ON SHEET 2 - ---- 1 � -� I I � ; " , , 1�1 i . I ,I, . �� - a., FOR WOOD SEE SECTIONS ON SHEET 12 , C " � 7/61.3/M' r.9 ; ,r, i "� ! : flu I I � ' I CID REGULAR STORM UELEVATION , �, � , � I , I I i : ffl. I 1:1�' , _� ,,,, I 1�1� , W��,.�� & I I � , MUD 0 12 I /V DC. . , I Li . -1 , , I " , I t I -) 1 ! - T t_E-7� F., ___1 -_ ; I- � � ; L'S� 1 � I 1/4, wx� SAP I 1� ��, _T_.__ I i r 1 7 so * 14i : I i � "i 1 i 2.67, -7 � i ,/4. �:il � I � iii.. � : I - I _�# � ' " � ',,',',, 1/4-0-20W,i� 5-5. MCI � � �, � _W/ 7/11,0/37* WING NUI I ", y L- I I � : _'_�, � ,f- --- 0,114. O'CI -1 "IOU WADEO __ . (4, _!_,,��'; _�_ �, � `__ - ;� , _ . � 0 I � 1.1 , 0 2 1/2' D.C. T CONCRETE ANCHORS � .--�,,�.�,',.r,��ti,��"I'�,��,,,- �_ , , 1� 'S,�.__ � 111 � - - �_ ,�� . -t - __ I=ANCHORS SIAOSCRED � CONCROT MCHURS I 1, - - (SEE SCAS ON 11 (SCS SCHEDULE ON � Sheri 9) , /4- � VM. OR . (3) MU (SEX SCHORI I SHEET 9) SHM 2) COMTRETE OR i _EMCUNG =NIT OR SECTIO14 A-_A_(LyaJ FIN CGINW, OR _ -9= BID" REQUIRED SCALE 3/3, =I� 1 ___ _QO�ffl I a MIARED 121RE91 UNTINfe *a& WOUX - QIRE AND WA6 MPUNTINO . DIREff M%NTING SECTION 8 SCALE 3/0.1" SCALE 3/8-1- INSTALLATION I SECTION 10 SCALI , I I , % 111*1 III. .......... _.... i \� E `-. � FLORIDA BUILDING CODE (High Velocity Hurricane Zone) R COMBftATIQN_GEJjELBM: Z : S II4`I"N` TCRI � 20 GAGE GALVANIZED STEEL STORM PANEL 11 OKA of E.D. - EDGE DISTANCE (SEE SCHEDU LE ON SHEET 9) TOP & BOTTOM MOUNTINGS CAN BF CONTEATED IN AW wAY TO SUIT ANY I = *' * ,z I _� * � . - _:'�� - ` ' ._ GLOBAL PROTECTION PRODUCTS, LLC. .- - a � 1. . -7 . -_ - / 11LIEC01111111C. . t7 - - �� / "M S.W. 51 STWEV TA-10 ,rw" . ef'�I INSTALLATION, -,- . .. RION. L " � PLOT n"NO III, RX0=19,14, 0.rmy DAYE, F_ =I� ,INP.. HI A, . .. INIONE� AAPiAIA-75R,. FAA (IM.rlki"M I I � iIik' �OAKI_ ", Fiew-1.1 . CA-000671 0 * t!t!� ? ii. I N 1 ITMONG NA _==-4 1 9 n1m., , � -ALITI MUT 1,.� PX I - TRIM i, Of UT%_W I& 4 I-112 - 2� I L,. M . , I _PII, (D a) C_ U) 0 -�6 > C) (D = -I " 0 = a) " Q) (:L) L_ 0- CL = 0 _0 0 L_ = . - co _4� 0 0 0) -I-- a- W I. (2) :!=! (1) -0 0 -0 - -0 C: 0 C 0 CL -0 = = -0 (5 ?�: CU C 0 0 - - .4- ICU Li- ,,-- 0 - CU > Cn U) a) " _+J` L_ a- _E CK.) ,2 C . — -Fu- Cn C- < 0! 4 Z Z I K -,2, *4 I W t. I S � : =;) C2. :: c:� " C). C-- = ITO -) C-1 _%. %D �-I 2 .A- a- _; = Q-) CC ap - . C-A �= 4ft -Z C= to 0 C C.4 ;,- -,I:X -C 'W . 0 W -I -,I-- = .S V_ :r .91- .e. W - Lee 3; C-0 - t W XT 3 to 0 I =S 9�w = CM � :�,' a-' .r. .= 0 =_ r- I - co 0 ca- 0 - 0 - cil L. a) (1) c M I 0 L. L. =3 LU M < Z Z < _J CL _11I (1) (1) _C= U) IM > 0 L_ 0- CDL < -#--a 0 :3 _0 0 L_ 0— (1) Cf) IM M SHEET NO. SH 1.0 a = SAT"I" I� 5 .1 Go, 'WEI � IWORM ANCHOR!; :m SCHOX`E ON SHIC's #I � , __ �; , � � - 4o," � �= � - � G � ) '� REAUKED I f "- T ". \ r��6. 11 . �,._z i �� \ "�_ i __4 : ! jq., ; R k, w � -1 . 4' "� � i I ;gz�v rKs,Kc: . A.co. I � : I 91 __ � MLGAPIV. . - __ = _v`Uu` . V"O"l, ... ) SECTION 1 SCALE �/SI- WALL AND FLOOR MOUNTING INSTALLATION FOR Rr MA,oc-j� _w `N"_ .__ _.. _A",PH - 6,------- "w"Imli 10NkE OK______ - ; � ,,�, - � Al , x ,V,/... .. wn I I . Ro L - � I .. � � t _�_-____ - ,'I*, .- f-, �, . I I -_ 7_!r�"= ?"w,,/,.w-w 2,41=10-6, -,`_1-t__F -,-T,7 ---, -"--- i I / I . I L I _9 I / I __ I - -.,�- =. ,�. L I 1'. r-- ch. � . amo.) , I � .L, I � 1� I 5 ill C �* . - -----,f- T -1 IT ,. - . I I 1. L:i__L__:_1i_ w4le MOK, ��, , -1. J1.] TN-7-11-ILL-111-111 717111-11 11-1], ET 1, I I I - - - - � - . IG,K'M � t, - f I r -: 'IT I I r, � 1, 'k/ �7-ff-.I ---f - I , 'f- I", - I- . Ill. - . "ll". � 1 2 L _ r, � _1kT, - I THUmn 1 1 1 I i 1 1 1 1 1 1 I ; I I - F I I . , I- I - ill- I �11 -== I' -_ iU " i I I I :,'� �� I . I I 1 1 I I I 1 I I I , I , I, I 1 1 1 I I . - I I , � t i , I I , I � EDGE OF WALL 1 tl�'. r=,,w, Il ,��A, * i I i IF xPPuCAw - rt' 114' - Z� I , I - G*AGnm m GAGV` '.." - . I !I I 1 I I i 1 1 1 1 1 1 I I I � I i t I - � PL'IT, m"CH ': ..We i ; I 1 1 ) - 4 1/2 � I , � . i - , _-, � 1 [ 1 wm. ED, x 00 num BLOO', . . I I I 1J � I I I I - 1 , " I I a , LL-oso TV ["',"' I L 17 I � -,F, 1, I_ ___ I - " - I'll. - T I t � I' - I I— I .;� , I I . , I I I I � , � �; . I& w a IM � ,. A . "I m". 11w,". �=, I � I "": I, DUAL-i I, ! I - f �, --.--=,- 6,wl-,r .. _m 1_ IMILoo-w �,M,�v Ill, M1 P.I. =�_, RAW` we�,�>Lt___Ijllf i i i � !,;��: y . :�Z�-:�- , "Illoi I '' I 4_4 I 1-1- ��, P. i -1 �11 d N L� SAPIli .:eL _., or i -L I �� -1. ___ , � I t I I I -11 'I ! ij 11 11 6�� - 11LAL'o. - __. - - W . --�R r[H t'. -411-- 1 - - - - -11 q � T 1 1 -11 f� I I 1 m -] ; -I - T- il-i [H � i � I 1 1 1 H I I 1 1 1 1 I ! 1 1 1 1 . 1/4- t I 1 1 I I I I � I 1 ! 1 1 1 i 1 1 1 1 1 1 � 1 , , I I M"I, i i i I I I t r--4,"."= "ri, "7--,'z- I.,- -r- 'Ir --- l�, �i i � i ! 1 -3:j#/4* r at ,�, MIMETIATIOMAIRI -, I I 1 I I I I I I I I I I I " , - COMC,,rm.o`*V` " " , i I I i I'L10 wool K % : I - I � I 1, h Ill I I ---j I ; S�f, , 6 I ,� i i I � , I 1 1 .Ir =3 i 0 I 1 I I � 11 I I I I I iLtI 1! 1, - Hl I Im . __J.1 P Ile. THR" mn I - I - t - - - .. WRIMER.- I__ I , � � � J!, I FT-1I Ilil_ � - - II �1' -_I- -, ,I '--', A 11 . I I [ I I - L.gZ2 -R. T"" ___ - __ - - I -, ,Z2 i - I T f I F F I 1 7 rj _; "-,' , --------- 1 1, i 1 , I __�� I . , , I I 'W'. I . I , 1, 1, I : �I � I I I I , ; I III I, I- �� I I -------- ---,\, ii - III I , , � _r I H ill [H I -11 v ;,,1 &p., 2' .j -1 I I � � (-' - , I . - , � �, , 1241 � v I ` A =11 i I - 1*%A � -1 I (4 �. I -) I I 1. _ 1 v_oK so. - (w wtuGN -.-- 1___rx_ 16 ,,� I --- �, I _,��. I _111 j ��. iio�_ " �J lu.:� . 5LCuQ&x_j 1 EL ELEMION 771- trm w SCALE 1/4'_11 DEW. SCALE I/C-I' r_=� =ft.- ml/r" w. . � COMIG"oo, ULILLION SCi4ff)IJLF , :,-,- / I - " - - -Ulbuom - f - REQUIRED Mi,, - k m___ SPm (R) - TUBE MUUJON - ol�'. ,I o; r 2' ,, 3* I, 1/8" 'j,A0,14141,1140% 6* - "A'ALL �0. . =�":%X PRESSURE RITHO > 4'-6' TO 5'-E' __ - __ __ 2' . 4* . 1/8" - .""_,,�sii��;.!AQ'7,& "" " " W." ' IF -5�0 ,I- I- K..I. > 5'-B' To V_iol 1* . a' � Ila'. a- � 4- ,, I .,4- E , * ,,�`- Ns,-*%7"% ______f So"o"ol 1. 3. . . PIEET . 4: - ". c No. 44167 -----I--- 71-11 To _11 2' A V . 118' = : . Z - . . .. = . . .: SPANS V% � � FUR AS-D- DEPON PRESSURE RATTNG Up 10 ' -0 �� f L _72D P,io,f, r=LTUqv M,0sO-?0,Lw,K Om.,EO TO STORM PANIEC Nom MULuoN 'TAUED ./O STORM PANELS ON lop OR NGT,r,mTsE LOCATM AT TOP OR BOTTOM OF OPENING low AAmm, Qmm w/ ,,)BE Top * BOTTOM) INSTALLATJQN DETAILS FOR REQULAR PANELSJ) _& ,,'fA- IN-10 EXISTING WOOD �jTRVQTURES I __ - ,/�� SoHows . r � . I I III 1.001ol �=I`i I� - � -_-:-i�-, 7 - . ___, r , , - = 4_1 17--f-- rr - I— - - _', - _ - r, ,. / � - _ ______ IF—— - , 4 - , III, - -Im.- -, - , I ___ - t__ - fl= - - I ; � � F71�1-_"m 1, � :1 1� - "_ - . I 4 'Ar.. - A : V.,Hee,enn., L.,/ . I - _ 1 , - - �-: 1� 1', - 111I __ - L - I I �rn i zr.w � 11 .-.-;I'- 11, " I " , - IIP`0`� , 2 i_ 11 I.*- - '= - 1'. 1,11, 1 , ,z// , "I /� 2 '.t--'O %m(_4*Wo. �i - " I _� XK .-.--.)I-: I I r. - , , '%, ". , � ,-, , - - I & ! 1 � I i- I __6T____ I �� I __ I L -j ,4 .�__, ", 11 , . �_. �1 � x ) �__ 1 - MIA, , I � - --- I o ", , , , � - , I I - I i I I I 1, 1 _11 I 0�-,m till � I � ,, , . I*' � i I i k ,�'2 � ] I � � i 4 I 11 . I mlv_ ,zxl_ � - � ` !w , 11 i i , I 1, kmiw._.� 1. -V.* 4 - 9 I . -T= _L*_ ff,t I E ��_ . � �1_mw . ii I - , I -1)- -_ - =.-f ., I 1 1 . I - =41 I i 71 a_�:�, =6 I 1T �_ - ----(,) I - I I - 0 v miall- I -01 I i �_ % WY I I �,i . �� -_ - - i i j - . � ---o I �_ - � . I - * I _. . - - - _r - -.- * - - __ _41L I I "I UA`MM,.l` 1 i I - I Ll I i 19 IINOY. iv 4 I I I -;I-_ 9 ! -r--`l,--T M, 1 _lX`=_- I .- # I I ! . � ,=. �_ GOW,,P,,, - I .IIIAII, I I - i 1 WUALLAIION � WALL MOUNT] - ALTERNATIVE I T__�,__ i I i y I I I "I - i . I � - * 11 "I' 11 e i I .I 1 9, - , I I _ - I � i SCALE, 1/4* - I* er-nm - I --) I - W. , I , �__ I __�_ - - I I- fi - , , - - 1-1 --- I I I 0--. I -- -\ @I--- A 1� I I I = ] '5.-. - T` * I I � .__ � - . - - - I - . r. - -__ 1__-�-_Jj I BUILD-OUT MOUNTM INSTALLATION - ALURNAM I `=W`N`I I 1! I PlIgjI,,n. . - - �__ 2- " , -.I--I I �_I,AONA_ JW I ' � I '"" .1 = A,_ - - � - I $CALL Ill. 1. -----4__m CEIUHG.. & WALL & =R MOUNTING WALL MOUNDW TION IN - ALTERNATM AW INSTALLATIONS - ALTERNATIVI (SECT" AT TOP IS UMITEDTO +55,5-67.0 MO. SCAIZ' 1/4' - I- - ALTERNATWE A.S.D. DESIGN PRESSURE RATING) SCAM- 1/4' - I' SCAUE; 1/4* - i* ,/...v- 1� * , _. 11 � r - - - , _ - I - I / ,�.__ 11 . F Tl�izams:ZIxvw NOTES "I'lwIt "U'U"""' Tit INSTALLATION - SECTION 4AW SCALE-- t/4' - I' 1, INSTALLA71ONS ARE ONLY VALID FOR BUILDINGS W1711 A -SA). DESIGN LOADS e']�j� �-. t I � ,1- . ..;;�N, - " 11�� , up TO 5&5, -72,0 p,a,f� AND PANEL*S LENGTH UP TO 8'-B' -0 ,�c,�X, , "NQEN ..' FLORIDA BUILDING CODE (Hiigh VoKiocity Hurkane Zone) 2, FOR NEW WOOD FRAME CDNSTRUCTION� WOOD MEMBERS TO BE SOUTHERN �g .�- --.-P , ` __j - - ____ -_ -_ -_ PINE NO- 2, W/ ' SPECWX DENSITY OF D,55 OR EQUAL _z .. '. : No.�4167 -. - mm nLTEm _. o", 20 CAGE GALVANIZED STEEL STORM PANEL .: = * ,-- = : . /,��______\ ". wi w/m/mI, NQ1L_1=r_, :�"11' I 1 ,q% S, OF �7 --- ----- -- - GLOBAL PROTECTION PRODUCTS, LLC. DATE— -.-I / JILIECO,me- \ lop . Q G, ��00--,-- ,L ., . " Re. -, , �7� ## / I400 �W, 5 TTFXEI No.- ofma"o COMPANY mmE. r. �'(SlH)AB1InQ7 - 20-176 COMBINED IN ANY WAY TO SUIT ANY I , �, '1111�"19(i;A _ ,,,r - -:' �V' , - , " � - I. kovot, �J(7545, "`H-'_i-' INSTALLATION. ""'It,,",;","",��OC'-�,--l�- -To _.; - I - I- I IIALTER A. TAUT A,, P,E " --I. IPA"m . - 7 i 75 ;:7��, I aeftD � I A U� I ii, i - I - I - I . __ m"IMUM . ,..-- _ 1 4 9&K LEMM "L: SCHEDULE My MR PANELS3 &(5� WALLATIONS AS PER SECTIONS I THRU 10, ON SHEETS 4. 5 A: IS) __ .AWkUM �.m _;�7 I - - DEMAP.rU L - rAW.S..1 &= �j I I To � 01 THEII .,r V= .56.51 -72-0 7'-V OR LUIS J. 21/4' 1 VNEOLIED, I THAU I III -1 I . - �15,5. _72�0 ,7 . _5 . To W-8 . M_ 1 z 31A� I uwmnD I I T.RU 5 & 7 ----' --.---+- - .55.0, -72.0 lar-ar to 111-2 . m-i 2 1/�_ I I INPOIT431's" I . _____ __ ,,mm w ,111s. ao . - ,2,_1 OR Liss I ., 3 T/2' I AT - I 8, a 4, TO - SOLTED el I/4`#2NI' SS, WS & WINLAUT AT OMW & UPLENGIN OF PNoU_ MAXI 0 R 55-1- ilo). AND CORRE ; LQLA&_UM PA i STAUAPM I - 11 __ 01^1;�v evitill"'T"' NAUD ONUT FOR PARELSO&@04STALLATIONS AS PER SECTIONS, I THRU 7. ON SHEET$ 4 & 6) � - MAXIMUM AS "' ' - "V.m ANCHM %,-m FOR tc - a 1/2. - - DES" TAPM - , CF TAP -GRIP - CMx_`A, I FANEMMIE FMALE 0 PAIECINATT �AM SwrGus # & i M PANEL - TD . I COW&E . I TO - - 0 ANY C0,43HATIO. i LENGTH ILI (ft-) ��O � To CONCRETE I CON� To COMCRICIE CORORCIT m QONCRETIE COKCRETE a THEN I 7ewc. RATING (A.') ELM. f = - I BLoA, w.0" � I 1. I "/A 5 - - - - MIA N�A *A '. _ " r I 0/, I PTOP) i - __ ___!L� I '. I 5. i - -I--- - - Ill. MIA E. v I '. a. 1. 1 facTrow, I --------- r__ - -,-- --- 1.__L - ---------- f__ - a' 1 N/A N/- MIA a' N/A S' , MIA G* N/- t . 2 (WI I ________t_ _ - I --- I I v j N/A MIA N/A ,� 141. v 1 NIA 5' MIA 2 (soncloo" I . ,53z, -72-0 r I f "/A i - - 1. ._1 __________� 14/4 ./A Nf6 . I N/A v ./A 3 A, - low) ; 71-T OR LESS OR Las . 1. 5 I � ___ __ _ .- -----------Z --- 4 - - v a toomIo I N/1 M/A 5- S_ a, 1. 6- 1 ____'-4-4--�- IT` I M __ ______,I VA N/A V ,/A 5, O/A 6 /A � �L____�_ " - _ - +-, Ifl, 0, r 5� -L---4- -2-11 N/A ff, r v 0 - f 0 . -/A, , S, 4 4 I (00`310MI i r -.,. +--5;---.- I - . - 12 1/21- 6 114- _ 17 I/2' 9 1/4� 6 0. --w -,/;� -7 __ - ___ --I -, �� 5 (YDF"Scr,� - -- =f i III— I , 1 , I - I— 1-1-11- sm:%wrill'o li�k�MRK&S�ocmrm#A��WMWOWMWWLDoa WALM ANCHOR SPACOM AND MIRMLIM VICE DWANCE ARE WTXA= Of, THE SCHEDULE IN ED, LE% THAN ADCATCD ON SCIEDIAE REDUCE ANCHOR SPAM So "WLYING, WAZIRG SHOWN ON SCHCD�11 BY THE FOLLOWING FACTORS MR INS OPERATOR TO BE PDSWU� RUGLICED SPACING OSM40 U5140 'ACTOR �,,L HOT, ME Las to- lo..". SPACING wil"Im FOR EACH ANCHGot "of 'I ANC.ORS ,.v;CM0. - ANCHOR Tw I !_/�--- - __ ve. __ - I/-- 1/4 0"iwz, Emiciiiiat Y4v1_ - I - le. ""lit.10011" 4?k I- Go, , - "GIALE 0 PHI,I 3 3 3 3 C.M,�,,, - / -, 1 W 3 11�,�:��1�17PA%�, III, MKWA sommeol (�) . ---- i, iI I ii " , 3 ,T"--,�x,- - hls�."!9i\ I- C.) e.,I.- !!---- ______ I A 'I � 'r� _/2 1 ,/� __ __ & '/2 - , . FLORIDA BUILDING CODE (High Velocity Nu Zone) � Cong AwJL M gm ; NICKIN , = I`20ac r-7500, `AC. E ;: ND�fiff3if_ % = �1. = z 20 GAGE GALVANIZED STEEL STORM PANELo onIoNK Or: - - - - . . . . . . - I "" - - - - - - =*� It __�* - - , � - �;�' - � . "I.II ... IL 1. E r � ______ I, �� ilvfj?G� - Go L_____ I ln� ___ __ I1.__._.A) ��_ L .A* ,-'. STA ort"<-?A - " ____ - E - - � . Z __> / I GLOBAL PROTECTION PRODUCTS, U.C. I, -:P,. , DATE, ,,,, 0��, � li a �_, - I 1109 C 0 evic 1.11-11 - ___ I 11 I ,� _�_ -1 ___�_W_ . 4 I01A eVY211 .e-.l I PAIR. FILL 3"1'W.IAaI - -, �ALP - � - 1� .- T-9 . I I - - . , A� -1 sw-751� TAX! 240-1/6 �4094 I T�o _-RA� - (") '11�11',Zlllt -m- - CA-COW13, - -- " 1. ,peonW DRIVING I 4010m VEV,(WRARRIVIIAM ,X� f I 1 i ; 1 - - I IIINTIR A- Yu, t, i I I fd � 5-w-44"'. _ - --f. , INUALLAT19N DETAILS E98 REOLAR PANELSO) A ' �l4. 10 8, LONG OR&% RUSHING w/ /4,._ia�r ?/ 4 - oc S-S M_� - 'OR - - 74-7� r, PANEL LENGTH$ UP to 5�10'%W4 6 1/4- OX I . 10 U:4GTM$ UP 70 #I-,o - . �: a,-r M"I, CH - � INIQ EXIS111 G WOOD STRUCTURES ,� - - ,1. PANELMATE FEWALE D OR PANCLAMIE PLUS 0 - � "I 1 I , " , , ;W�Vijwl'�A�,;% `N=w" UP , � I . I . �;i i I 1 - ---t-- - � . � , % � - I - , : i I , 11 �A oftM. I �� 11 F, ef , I r , __ � ,-- � I 1, t I p _ " ", - I �! �!/ i I -I&V=__ - � � I , ;� I I I , I I I ii �, I 1 � , I lt� : ,. `i: K. i i ., , , ,� . L" 4 , , � ' . , - vM,, , , ��, ,4 , , � i I I � � I 'I , '. 4� � . I � 11 11 I I �, , i 1 7 1 1 -1 Lj _j m n )o "FE I v 2 No , , "AIT 6 v VZ _. � '', ,�r _[� I " �, V!, , P"" - , -3, _- -1 ,I I T.i - 11, - - 111'�*k- I ., 001 � ��_ "' I =� , ,I4 I - L I I J�'�� - ; 1 . - I I I I F� � " ", - 1 : i4 �Rlj � . i � , __ I , . I 7_0 i 1 or EGI , � 1, . -,. � I , ED � V., - 1-1 I I �7 1 � - lomm" -'j) i � . 1 I � i � .I- I - .- I'mKol,D) ,I i i W)OD W-'�m � I I 1 IA)m W.Abon � I- I 5 I . I � : I - , 5 __4__ ; REQUISM -4- j 1--t- L 9 I "I � I 9 ALTERNATIVE 1W ALTERNATIVE . � I I -I , ___,r_1 ; i 1; I I � I �� I � - 4 ____ i - -I -1 I SCALE 3/8-1, __1`o_ I SCALE 3/8-,* __1"_ i I - I i I I SEli SC,,wIrj ONSAW a : I I � am SCHEDULE , 09 SHEET 8 � ; �, __ To GLASS 4 ; "' I k � I - Pon- . I SEPARATION I I TO GLASS, i i � I . I i [1kfj,_ 1 � I I I 1 Ok ;� -3L-�__f _�-- k i i I EOIL ED -I - " , . , , . � ,� I:: ,1 , - , , , , , . 1 il E6 11 It: � .,i I Y, � � , 6 __ F.O� I - .- I i ___ � �__ ED, " !!Im �Im ED, '7 � I I t - - _ , ,- I 4, I ED I Q 17- A, - I �� ED . , 11 * � 7�t - � '�, I � - __ I- I . ED I F � , �� l, __ _ i - lr I il� � I � I I t i I i'_-V I __ I - - � � I P I -, i LT.,��j - - . � � " i -�00 . w�'m ,I , , , I I I I � I I - I/- W 5XIL &PISS BUIS"ING � NJ 1/4'.-2W' SS. M3, 0 6 I/'- DC � �-, � K' � �_Fri_!.�_ Y000- ROAMIED - I "A 1 PANQ LENGTHS UP TO V-o' AND 9 C FOR LIENGTHS LIP M V-Eo' � �11 � 1; -C4'c.. ,�W-PUCE i ;lL;,,-._,. PANE. . . . ! �A PAHO.MATF PLUS 0 12 t/2- a c, II I R0AAAmo '� I I I . !�� I v- . I Go, *1 311t ALTERHATIYE j � j "/r " THItCoom P AT 11 1111 Or 1191111 11000 PIATI FUM - __��L�S=r . "TI'MMAII � -.4- PLATE & HKAoIll," Or PLMIL � 2 A=M= SCALE I/a' 4W SCALE 3/8-1* , J ALL LENGINS UP To 8,-r 6� . __ _L__� �1 1 ,RwAm , I . I I MOD FRAME DIRECT G [ON RUILO-OUT m0UNnN INSTALLAI I , � . _L-ii - -_ TNGr IMALLA110H UNI CONOMCHOR ff�_NS NOTE z SHUTTER TRACICS NOT SHOWN FOR CLARITY 13 A=WA2YL_M SCALE '. SCALE 3/5^ "LN1,011j,"'i NQTEs Arj N, TILL174 ""' ,% i. INSTALLATIONS ARE ONLY mto FOR BUILDINGS WITH A,S.D� DESIGN LOADS �,%%N , 11%_ UP TO .$5,6, -71D PSF AND PANEL'S LENGTH UP TO 88' i*�iwii'l . FLORIDA BUILDING CODE (High Velocity fivrricano Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN ' : , '. . , : '.*= ARM MTECO, INZ, , �_ - _, rP, PINE NO� 2, W/ SPECIFIC DENSIIY OF D.55 OR EQUAL = . I � . - 20 CAGE GALVANIZED STEEL PANEL I STOPIN ORNINRY OF -I - � , ,.,-, __ �__ - le , )fl<�_�.�___-_ �_,:� " � __ - "I __ \ I � GLOBAL PROTECTION PRODUCTS, LLC. - In/" - WNINam SEC 2ys� I IV-1--44"t-7 � -- -- - " WIL, , . TLU_" - Z:7�1 �rkmt_ \ TESTING co� Qo)0 S.*I 61 STREET GM,e. F, W, A W,i - TOP & BOTTOM MOUNTINGS CAN BE WAY -10 ANY 1 ".. � . . 11 �v & umn'.E.G."INT .. -M U�. - 4t 5fTr,=__!,V NICHE. (Pow. )dal-75-k I— 004MISS-toM 20-176 COMBINED IN AW SUIT ii L - ._ I :��,�"_ - I - , " INSTALLATION - 'to 40 Itt"YE SIEA,tKMAAW/0ATC , _.�n- I I - j2m"�- '671 I 1 4 ----A - " - I. ��_ I - __ - (VALID ONLY FOR PAINEIS(l)& 4A)INSTALLATIONS AS PER SECTIONS I THRU 10, ON SYMS 4. 5 & 61 MAI(Il" _____ -.---- - -1 - - � IPPIARAIA AMONORS SPACING FOR ED. - 3 112- - - ks_O. DemN - lAm. CF TAP -GRIP C.L%-.h PAMELMATE FNALE to I PANDUANTE PLUS SOLID SET TO SE j III MAXIMUM PANEL PRESSURE RATING I i To 10 OCACRIET I CONCRETE TO CONCREle TO CONCRETE I I TO TO CONCRETE I CONCRETE TO CONCRETE To CONCRETE TO CONCRETE I -BLOCK To To CONCRETE 1 Cmll�m ANY COMBINATION, OF THID, LENGTH, v I".) (P. () 1 am BLOCK . BLOCK i BLOCK �111,A� N/A NIA 6' A I' N/A 6- 1 %1A A I (TOP) i __.!I 11 e 1 4- � _ N/A _ N/A _ __ ____t/ '. '. - 6' __ . 6' __ -4 __ '. 1 a- __NL _i./A � I N/A 1 N/A i I (BOTTOM) - - 6- - N/A _ N/A ,� N/A 6 . i - I N/A -----I-- 6' NIA I N/A 1 N/A 2 (TOP) ___!IA - _ 1. N/A __ N/A , I N/A 1. U/A 5. -t-.- T N/A - __ _�_ '. ./T .1A N/A 2 (BOTTOM) +%,5, -12�0 OR LESS 1,, A _ __j_"_--,- 4- _ N/A _ N/A N A - ___!�A 6 N -.-- - I s- -,--!:- ___ 6 ____� 6' - N/A - _ , 1 6 . __ _q�__ - 6- N/A _ __;�__ -fr- ___ --- I N/A N/A N/_A_ -N/A_ --- 3 & 4 ()UP) ___ 3 (BOTTOM) ;,7'-,5" To W-4' 1. N/A __ N/A __ N/A 6- -[--;;A ii� N/A ; 1. N/A _ N/A N/A ___ 7 CTOP) - - -, 6' 4. - __ ___ N/A - N/A - ____ I S' 1 a- __ - -i - ___ 6 . __ -'-r B. - ---------'-- - 7 6- - 6'� 6 .' - - 1 -� 11,;_ A N/A - 4 & 7 (BOTTOM) N/A N/A 12 1/2- 6 114- ' 1 �,2 1/2* 6 1/4' I i 6 1/4- 6 1/4- 6 1/4- ' 11 B 1/4�'./A N/A 5 (TOP/6CTrOM) +60LO, -53.3 N/A N/A 12 1/2- 1 5 114- 12 �/2_ 1 6 1/4' 6 1/*' 6 �/4* 6 1/4" 6 1/4- 1 N/A I N/A 6 (TOP/BOTTOM) >v-s* To w-1* +55D. -72.0 - N/A N/A 6 1/4' N/A 6 1/4" 1 N/A I 8 I/," 6 1/4' 6 1/4* 1: & I/-- I NIA I NIA� 6 (TOP/BOTTOM) - >6'-B* TO 1 V-2* N/A N/A _ N/A N/A 1 N/A N/A I N/A N/A 6 1/4- ! 6 1/4- 1 & 1/4' 1 6 1/4' . 9, 10 (T S. 9, ID (TOP) 4 6, v A. - __r__ - - _�-__-1 '. -4- +43AL -48O OR 4___ N - N/A N/A I N/A I . MIA N/A 1� � 1 6 1/4- - 8 (BOTTOM) , - 12'-4' OR LESS LESS . 4. I I L.., N/A I NIA .l. 1 N/A 1 N/A N/A-----7- --- v 1 6- 1 C, )/-" 1 6 1/4" i 9 (BOTTOM) /A ' K/A I . E I N/A I __ N/A _] - ___7_ ./A ___ ./A I N/A _ 6 1/4 . 6 _I /4" _ I 6 1/4. . 6 1/4' 1 --- To (BOTTOM) I SEE WRIM iC, I I AND 12 FUR ANCHORS fM * SPACING FOR WSTALLAIMS INTO WOOD FRAME 901COYolL PANWA, ANCHOR SPACINOS AND MINNOW, W" DISTANCE ARE INDICATED Ch THIS SCHEDULE. FOR ". Lm THAN INDCANED ON SCHED" REDUCE ANCROR SWINC ff� UU179111NO SPACJW. SHOWN ON SCHEDULE BY THE FOUZWING FACTORS. FOR THIS OPERAM014 TO BE PQSSIBLE� REDUCED SPACING OBTAINED USNO �ACRIR SHALL NOT BE LESS THAN WoRMUM SPACING INDICATED FOR 04H ANCHOR TYPE AT ANCHORS. LEGEND ANCHOR m 1/41. - - LARKIN Ult'* w-, fc� ., 1/4'. �PNIRDoeinI_ FEMALE 0 Ile. -kmamwx PLUS 1/.,. I 1. - -- - C`Ml`JM -;�U� - meI. voice VACW ko�:!_ A , 3 3 21/2 3 .., - - Y - " - ,s q,l - -1 v __ 3 _Tt ,I;;-- 3 ,/2 ___L_ 4 4 In - - - Ocuit. EIL Pw F A -C T 0 9 - I Ile ----- - "" � - - . - 2 Ilr - - - _ - _____ So 0. 1� -1 _Tw_ �� --l-m-_ __ ii__ __ __ ___ _:_ - ". I " FLORIDA BUILDING I I INSTALLAIJON MAIL$ FOR REGULAR PANELS-Cj) & I INTO 0XISTING WQOD STRUCI!IRES � - ____ :7 " - I I I I . Ili . , -I I- �". ,� :�� , , , , , 6 PANLLMATE PLUS -1 1, 1� � -4TI'/,- O.t v I 7/6- 1 1 . - 11 � : ; y THREADED PENETRATION TO � EXISTING wow 4-Am __ I -_ �_IILL7_1_�77.,_ �i� 1 - , .. - _-, i�� I I �V4-10 PAMELMATE PLUS - 1 1 li�� ,:�� , 1". TH= 111"/11;l9 , , , - I � � EXISTING WOOD HEADER - __ I - - -,-; - - - � i - � .�,�- ,- �! , - � � I 1�. _ r � won Ir 1; _E� - I RCOVIZI i � __ 0-'o ANNELMATI: PLUS 6 1/4 i:Lr W/ I 7/w THREADCO PENETRAnDIN To , OUSTING WOOD REAM I I , � 1, � iii 11 - �� " I � 4 -, � I , � , ,-, i, - � I , LL 1 . , o�, 11, , I . I . , , I " 11i " "I ___111 - � <4" 131, - lid � I ,I i I 11 I ,' li 11 ,___ - _________,__,_, � -in * _ r , , '-' , I I i ! �; � , i �i I -vw a I - _11- ------- I � � i - Zw. I � � 9`11N TKA, 0 - - 1, � !-101 I 11 I . I - -;Z% 0 I VeRMS"luo � � I 1 . . � I z , � � __. I WOOD HEADER . I 1 i r �, , � ; A I/.- ot wow HEADER , _ i , � �� - - M"A i - W. � � � I � - - , � , I 6 1/4' G.C. � � " � � ____ - - � , I o .. AK, ,� , . 1 2 , , 'L , ' .ii . �,��,,' - i i A VA, *Z : I � I REGIAREO , , REOUIRED I I m 1 i - r , � 1 : a - I . i 1 �.� I I _ . � � " . - I __ , . ; : P3 . � . . j L 6m n 0. . i � � � I., �r_ �17 - I I : ! J ; � i , Cv � : I� � I r�,� E � r � �J_ A - , ; - I ____u - - - L EHJL.� . � I � ; � I . I I � Sur SCHEDULE on , I I I -0 i SCHIMUS ON � I ISEE SHUM, a . i i SUPARVIGN I MR _. I TO CLASS I i 1 SEE ScHcoua ON � SHEET a . , , OR i -, SEPARATION TO � ! - I ; : ; ; I I � j - , ` I ; � .... PANEL LENGTH � � , (SEE NOTE 1) /."Io_�' ss� L 11 i 1 Mj`I,o%Z1'.* 1 - � __ _--i I I emmw III I I L 7 � , - � - - ; - � � M PANEL LENGTH I I ;/,�-�,� as. , (SEE ROTE 1) 1 ,/"_,s, I 1 - '/ ?/V,. . ,,, � � I 15 W/ * I - i - -- I i iga- - * -- OVERLAP . &.:�IP 4; . . , - - " LENG11, I ; I (SET NOTE I) I . I -I. - , ____ __ I ; 0 IWrALAr � I I L - � 1 i i . I -_ i ,I. � ,� I I I ,______ -1 I I _�.__ ! - , - "' , � � , � � I . I r ; I 1___._1_______1_f , ____ ------- - - , � , _ __ , __ ___ - __ - I - r I � F I " I i ! : � � I - . - I F - - __ I i .1 , ", _�, - -I � -1 I � I t I I � 1 5ox , : : SON � i OF 'L' ' � MAX I : ! 5OX I � I 11 -L' � � mm I I I j ! I or V l , I- a ma � 4 1 � i <1 � � � � ) __ 1 I3� : I � "ZINI, 1 , I � I I � , I . I : � i I I 1 -7/81-0/32' � ! __ j f4 - .";r�m; - i oe I � - I , I , CHAT am 0 - & 6 I/.- a. , i 7 WIND, .UT WEI" I & I "I I 0 12 1/2- O� 11 , I "��__ * I t - ED, - - .. . - , ViIwww 0 r___i _"v 1 I . & I I , "I _,� 11 11 i k I � - EO. 4 - I -I t- , ,Q ___ __ , - -11-1 z�� - � :� � ! I , I . , '. l��.,t LAG SCREWS � I - , I 2-.4- WOOD PLATE : I �i 2*.4' WOOD Pk��7� - _ 7 , - I I - �, I ; _ - ,_ - - I I 11-10 PANEIMATE PLUS REQUIRED '-- I � I � I i REQUIRED J4 - __ 1 1 9, � . - 2-w VROMPLATiE I I A t, - �. 1- � .. I � I REWIRED ., 0 a- ILL W/, I/-,- MIN WICADI71) PENETRATION IT I � . to a /A. OC W/ 1 7/8- I , . 1�r; THRE-m PENETRATION 0 _Iii � � �, ,; MID WIDTH OF KATE 1"'_ �, - 1 l , , 1 - i Ji. LAG SCREWS 0 � _� I � � . 1 ; I MIDWIDTH OF PLATG I I I : _�: '. '�L _ - -1 - � _61/4"t . � -, . , I I F i 04. STAGGERED W/ 1. I �� 1 1/2' R, � PENETRATION L I I : : , ; � . . I - . I 11.1� DIRECT MOUNTING INSTALLATION _: __ - - �� I,, - -1 � ... ,J AT MIDIAROTH OF PLATE I I . --- - I , ' - -I--- - SCALE .1/8-1- DIRECI - INU6LLATION DIRECT MOUNT L,MXP,Uhab INUALL00 h0lml SCALE 3/8- I I SCALE 3/8�1* 1, INSTALLATION$ FOR ALTERNATIVES 6W, SW & IOW ONLY VAUD FOR ",P01111100"", BUILDINGS WITH XSX- DESIGN IjDADS UP TO +418� -48,0 jl�%J AND Oxk?, N TIQ/N PANEL'S LENGTH UP 70 Tv-4, 2. FOR NEW WOOD FRAME CONSTRUc7l0n� WOOL) MEMBERS TO 13E SOUTHERN 2,4�x _-__,,� ��'-" PINE NO. 2, W/ SPECIFIC DENSITY OP 0.55 OR EQUAL- �f -" ,)PEN,5C `... ',, FLORI A 41 I I i � G C i lot (High 'Volocity Hu,olcome Zone) ______ FOP COMBINATION QE Awsmm if _ -_ - ______ z- ! No. . 'a = , :*= -_ -�cel XT0,01 - - ZO GAGE GALVANIZED STEEL STORM PANEL IP MIMI ft I TOP & BOTTOM MOUNTINCS CAN BE COMBINED IN ANY WAY TO SUIT i ANY *'. . = --- - ., - �� s Dv_1_ " I �j _� 11 '- I/ GLOBAL PROTECTION PRODUCTS, LLCI IL E 0 ./n/emoo .le INSTALLATION. .- o,!0, . - � si, Rm�: �. /7'� - - �f , , / - ' f mc. TLUT TESTING . Do ---- . ---"'- 4WD S K. 51 STREET 011W. IT. =14 "'i"E nomIsm-IlmlI. 'AX tv�qw;,m - 20-176 "11,,,7 � . ,I; +II - �.-L 6 11 , lI10%1VX- SEAL/GKIWITURE/DAM - IMAI-IM, - GMW`_ -I GA-GODS1`4 - n - I :% 1 - I - ,-EPR _G AM - 1 __ ____ - I - I - I - I - I - - _Hm Ill of 26 I . . _f` (1) (2) C_ U) -0 -Fu > (3) C- -'I-& 0 _0 L_ (1) (1) L_ CL CL = 0 0 L_ . C 0) m -*6 -0 _�E CL (/) - a) -L, (3) -0 0 0 -0 - -0 = S 2 5_ - = = _2 ,a) 3: CU = 0 .O_ -* CU LL I,,- 0 - C13 > . - .cn 1E a) L_ _4_� 0- Cw 0 1.2) . = _20.3 (n cD- < L� 4 z w =I 411`3. C-4 -- -, r- % __t� 117Z ,Q3 Cds W fc;lp L�l ,mr,""' E !!� I=:) :r_ . =- C_ 9 :! "m " �� C. = 0q= Cm >4 - * _; = kj_ Ca.. �2 to �� : n -, 5 g 'zi - 3: 5� f -, .�z F_ - = 7. -cc 0 7t�� 0 Lj . ii cc - 3: w -T= s C.) Go .t: :;; cy-, .;-- �= u,, CIL. = E cc 0 0- u - 0 _____ -_ - --- CONCRETE ANCHORS GO CRETE ANCHORS FOR CONCRETE ANCHORS: SEE SCHED�LU ON OMIC I (!iEE SOKMIJUE CH—\ "L (SEE SCHMU M __\, ."� I FOR WOOD Smwi SEE SECTION ON sNI,YT IS - I SHEET ALTERNATE ALTERNATE I I Ab . �_� IG-1, LOCATION , A�l IA) , :: Snarl . --r- (g) ,I,q ,4) , 2, & IWIIS � f A ,1,11'1,1 - in 1 - 1 -1 - - - I - - �,,, L �'11 I-iw� 1 A 2/4. 2A/4o -3/4 oR 414 . 2 & 1W/15 I P� _3"Ai. & .1 (�) AT END PAN& INSTALLATION DETAILS FOR OPTION A I FOR UFE 5AEETY STORM PANEL-S-YSTFA i __j POURED CONG'Am � - ___j r* I '-O 1/2- ___ , _X1 END PANEL I 11�1. LAG SCRm 0 v OIC - .500* j.250- REWIRED, ,��, !". - I' Am, I - . . W/ _T_F`_rr_1_ � � I I I ETUDE a EVERY . � I I - - I I - __ I I I IMNARY, PlENCTRA'" __ I I I I � Ic 00SIBIC INTOO IZAM - Ii- .- - \ �-._ 1 _2w � � , - I I I ' . " INIQ EXISTING WOOD $T8U9J_V_RE5 r- - ___ T I I I i LAP I � I I - , . I . I'D HOLD PA __ i - - - POURED c � I _--�z \ . -1 I , i � I (12 1/2- 0. C%) I I I � - - � I I i i i [if � 1-1] �,]] � i �_ I - - -, ---- It- 7, -", I I 1 Ill j 1 1 -I---; 1 ! I I -1 �, � U) , S , TIT T . �_ C_ 1 1 I' i - - 5/8' ul'i " " - --- ' L- �1. li�_ _. - __ - I - I L' t. 1 oo) I _ " § . . � -i \ \ Ill ,� , - i I 1 1 1 ! I I 1 1 1 1 i I I I 1* ART. (CASE 1- I I RED"'I'm -`� i��4 i I I _11 , I I I -6-0 I I I i � i � I '� I 1 I � I 0 1 t I L � % L I . I - ' I - i I I L11 -1-1 I 11 � __ , N , " a) . I ,:_,_ 1�' . 'J�i' � L ,' __ I � I H, OVERLAP I i I I I I I I I I . . i - - - � 11 , I - .. - � ' - - 'i -1j, I __ -I- . i I I L � 1 I 1 I J - - I 1 '. I -a - i I 11 - , I I i - I T � ru 1/2- OC) _FF i 1 �0 I i I 1 1 1 1 . � ,I ��. . I i i I I I I I W ! - - 41 �;, i i TO HOLD PANEL I I I I I i : I i J ; A. SHEET 14 i (END PANEL) , M) RKIR PAIR) I I' PAWL I 7 -1 - - 1 17- _- : �j . ,G# � �w SCIAEDLALE . i i i [ I I 'r I I 11] --I I � I I 1, I STUDS 0 EVERY I ,_ - - ___1 , I P r I I __ �] (D ! I SHEET 14 CH- � i 'I] rRI, ,I - - -1 - I 1j I � I I t 1 1 1 r � I I E I I � POR FOR Afit, SEPARATION I , 1 ! I I -� I I I � I I I! i " 4 0 i . I i5 � 9 I To A I i i �j ! i . . , L_ = OmS__, -, i i I I j i I I - - 1� - I � t I .11 '! I i Ec� - - - *W,Mm � I Lu� - I I ,�, ! I I - , � I / T_ I 1 � (oils) -1 I f � - .Z______�� ,A , - 4_____ i w - I '. _� , _ - ,z=,_---L SgF-09� �li L-0 C , * I A i I -,-L = =1 j I �' �_' - ' - =.Nle ., A . , , 9 0 1 10 =Li=Lj 1 I 1- --I . 1� I I LL - sroo III 17 1/2' 0 C /2 1 w I , I I I I I I - - I / Tf I � ", " � 11 - 1� , I I .I-- - � � . __`V_1 , L I n, 1 I l I / I INTERIOR PANEL \-END PAME, 1/4-I , T 4EL __�jl , L - . I L 1) -+--a [L,3,7 I - - I I _i�f I � DOLE JI'SC4jWU it I I - , � I ml%; [ I . " - FOR M... 1-1 __ L_ q� .01 q1)3_1 1-1 .. 11 a. 1 � - I ,/a. , I y I I i i I � , i � I- 3 - SOME \_ �_,. __ - , - i E� 1 5 � _ 1 , � __L_ _� - #2 FOR �__ 11,X&GR --I _� m GE, � �, E`g.111411 ""111 .17 I AMONOR ANCHOR � I /, � Q�-,W, TO � i I t I I I. _ . I- - -[ F-1 - -1 i i 'I, @_ a- *j I _.--_� , i 11, I., fl-11 -1- . , , , _ I T I - . 11 OR DIRECT MOUNT SPACING SPACING; � M. ANCHOR ) I Cu I I - I I ] I N I wow HEADER I �, �, I i � Em I 1 2) 7 no"ARED , _",��","��, 'L - , �� I i I I. 0 1, ,�'111 0 - I 1 14) 4 `Iz . sallf- 31le - I- $G&F- 3,11gr - I' ;-..,;v,; ,V., W -4- -4- i � - , i � - � t ; , I A, P-S, i Soup a 12 1pr OC . L_ I , SPACING SPAC44 i I ; , . � I I - [ " IS f T [ I - - 1'-3' ofiol L _ " - - _-, ._1 .M,---- - _* i WOOD ER � = > , , I NA r LM47ON I I - � TO SCHEOW" Tlur ikIcIrAl I AIr __ __�_i I I � , I I �: .0 PAN DETAIL I ; WALL MOUNTING INSIALL& I , 11 I (SCE - - __ _4 1 , i i I I I * 71 1 1 - I I I (ALTERSAA LOCATION � I 5�', � I a i I CH V I I I (SEE oums ,/IA I i 1; ALTIRNADVE I ALIERN&TEIVE 2 1 i L , 1. I r 1� I I � I I I & 2P.) MAXIMUM A.S.1 QE51GN ERESSU E RATIN0 (R.3.f MAXIMUM A.S.1 DESIGN EREMRE NQ (R.s.f.) AND CORRESEDNDM �, I/w wo,, I il 0- (11) (S;, mi � - I "D MMIMUM PANEL LENGTH "C I/ �, - 1-i"�'N' 0- I I 1 14, 11 i POURED to"CA I , ill ; L I I OR CONCRETE q I � I i I 11 _T i 44 4' I 1 11 MEDU BLOCK eALL - I i *, __L i .. I I i ! I I 0BRESPONDING MAXIMUM A /7 REOUREE, i I �1 I �, i , ' - - _50 iAEM4&%L-QNLY-,IQ-UWMMIII-A-�.�emi� 0:11, I � I �: I :1 2; & IW/15 IN51AUATIQN5 INTO CONCRETE A CQNr,RET Tatw_1h_%IEv_j3_1 5 Id I +1A 2/4, 2A/A 3/4 . 4/4 1 E BLOCK STRUCTUR i T I 'L i I f I � +,I . ri:17 & I W/I 5 i I T w ' ' I I I � . I . i < I - L- _�4 1 i I L ALTERNATE LOCATION . r MAIN"'I, _2 "CV.P., I -_� paw-1 I SEE SCHE:WLE � i . i L _ 014 - SEPAPA"IM, I / , � I - In SAFETY PANEL '- SCIED 41, 4 I �ZWj-WAL�-MQVff-C2WIQta-ME-&-BMTU-LWI-U---�-�- - R, "' "W " � , T PANEL (".) FOR AP� __ . I i . I f i . I I I ,I AREA W/NO LIFE WETY S _ I I � ""` i I-*L;A,-- i - - __ 9 i - q / - I I 1 I __ I. REG" PAN LS W/ OR I __ LOCATION or LT-, (�EE NOTE I BELOW) 1 7- st."RAT"'. ; I'D _11II-a . SAFETY PANEL - MAXIMUM A� APPLICABLE TO I - I - - TO GLASS � I - " i I . �!� , stm,oMs f & ..�::] i I ED; __ I 0 t / 11 , - I I �& I L-="- L - -- - I W/O REGULARI'VILACKS DES" 14CON a TO-W MX- PANDRATE FEIWE 0 PANELWJE PLUS I IT- i IF -- I - I 1 1 .'� 1. I-- 11 - To Io TO TO - 1 - L . - ", �,"��'_��-._'__L� - 11 - __ LAST PANEL P PRESSURE CACA`DC TO To TO TO CG� - cowismoon" I 1, Dol I ED ET ANCH. _, � �' �_ I . � _ E I To CINCID"I CONCRETE f ! I -- , . I W ' � I � "� Z - SAFETY PANEL OPENING Emu CONCRETE 0�owmm CONCRETE ' CONCRETE "05�v� CONCRETE � wl, I 1. I __ I =3 N _ SCHEDULE ON . N t- - I I LT. Gj . INSTALLED AS mroto'-q, � ,,,CK _ OF INN SEE SHEVI 15 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS NYD WooD FRAME allLD", I I - - OR I SHCv, .1 I OR QPT19N OR Lj� ALWAYS BE HANDLE M-K - - I MINIMUM ANCHOR SPACINGS AND MINSAAM ED" OIST� ARE INArATED ON "S SCNEGLAZ FOR I i --- I - REDURED� 1. __ J1 F E SAFETY S, jr CV 6' N/A N/A N/A 6* N/A 6' N/A 6' N/A I 4, 2 (W) I I -0 CONCRETE CONCRETE F "I ILE TO PAC A= T&"WENDED to, LESS IMAM MACA7ED ON SCHEDULE REDUCE ANCHOR SPA.V4 Rf MULTIPLYING SPACING � _1___ -9 IS , - - - :i I I - A EY Aw-m , -I' - TO BE INSTALLED OR REUDIVIED FROM ISSUE .65.0. -72.0 '. 7' 9. 9 . g. 9. . I (BOTTOM) V-O' OR ULS1 So"N ON SCHO Lr By THE FOUJOWING FACTURE. POR INK OPOIA!" TO BE POSSIBLE. I- I i CO: I__ I -- k- C (SEE or STRUMPE 9- 9- 9' 9 REDUCED SPACING OBTAINED US04 FACTOR SMALL NOT HE LESS THAN WNWUM SPACING I � IL - - '_�, Evert'.) --------- �+Lu - - ELEVAT19N - _6 N/A N/A N/A 1� - N/A C N/A '. N/A I & 2 MP) OWCAMO FOR EACH NoCROR TYPE AT ANCHORS A.CMilo, _ L - � 1 HOC,D P 0 ,,55�0 -72,0 � i � WALL MQU SCALE 3/32--l' . 1. I " a" a" I .,- o � � 9 . 1. - 75�T iom, :`151-0, to 71-61 Ibv. I/O- 1/4'. 114-. 1/4'. 1 � 1� ", T, � ] � i , L_ NTINIG INSIALLADO WALL A 10 INUALLOO @ 1 1 ANCHICIR rot - .)" .I ___ - I- � I � i � 11 � Wm PLATE I - SECTION 1 SCALE� 3/8' � I' - SECTION-- SCALEt 3/8' - I' N/A I N/A N/A $' N/A I 6' N/A I 6' N/A I & 2 ( ;;dBoo - .- ;�� FEMALE . *AoH_b� GALA -IN _ it �� ___ _ __ _ , I - 11 Rmuft-D - i I I I -_ I I � I - j, " I m 0- � � - ,-v a' I 6' ". _F_ 7- 7 _6^ To e,-a* w ANCHOR, Spow oll 3 5 3 3 2,/2 1 ; I I 1� �, [ S' - fl NffTM_E94_.UX,UrL't_WLOft,,VhNLL =DLM_tbS1AUAJJQA; 0 000" * " ,/" - - - I I _,;;Au.zz_" I— 3 1 3 I, -4 11 � i I i , 0 a) 11�_ - �� "�� - "_4 3 ,/1 4 � , -_ � - \rl - I , ��!j f 1�� f.,A l LIFT SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) " ,_ GAP �� 19_kF"_�_. , ALTERNATIVE 4 OR AS INTERIOR PANEL. (ANY PANEL LOCA3.10N IN BETWEEN END PANELS), ACRML FA UK WNW 0000 I rW " � 1� L , I I --- RITIUMED �� C **1 ax mlalm� .11 V6 Pool - - N ; U) tin SAFM PANELS MAY OR MAY MDT BE INSTALLED ADMIC04T TO RT VAN PANELS __17_1 1 �_ _;�`O- sma�_� j�2--ZWLIWQ"Mw-mkw&M-Al-wnu-&�-Ll--- 1_u2-_- I 1/2' -a ,- v � (,J/lr. zm, - rm.m'. � I ,/�' m 'm - I � (W/ OR W/O REGULAR TRALKS) SEE Mon 1) 11 _ - .1 _. -11,11 ____ __ _1 11 1. - I -.-- - - -1-11 i�l o/A,Qi,S/#, LOYA; BRAIM OLORANO W/ 04LQ I com . MID, 0 2r - I/e-ZD e Ss. " a .` OLC OR AN r - w - - - I . - ILI � 1,0-P-20"PANELMATE FEMALE 0 OP WERNAIJIVE WOOD FRAME CONDITIONS & ANCHN LOCADON L. m I AiAlim- ASO, �w I mw A� w - - 1 2 1/1* 1. - - - - .1 - �_ I .w - �; 7APDON -IN I IWIN __"90h_ `JkY COMBINKTNO UIDIFIM IL t[L) � - - - � ___ If PANDUR"Ei AUJS & 6' Go IN 2 , IA � - 3jr . I- , --I- CA16 . - � 11 w PER tSSEET 2 OF DRAWING SCALE 3/32 PRESSIM W I" SCALE Z LIFE � �- ILI P EL CONSISTS OF 0,039' GALVANIZED STSE], STORM PANEL AS - iliol Illo' OF � new - - APPLICABLE 10 L_ I - - 'Ir - - 1 , loo I - t' - �. � �� KNEIMATION 10 ,NG SECTIO!A B-8 OES*N -!! SECTIONS # & 1000MUM PANEL . - _ __ I If r N "' 4 1 THIS _LF TSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF RATING f. . f I - OF 7"tAo �� elToNtz � PL4TE fn STRUCTURE " �V ,�'. "WE SALITTER Tfl� Nof SHOWN TOR CLUITt " --. LIFE AIASEDUIRES TOP TRACK TO BE COMPONENT (2),k BOTTOM TRACK TO 0"'I'%011.6141 ... +49.2 61.5 7'-b� OR LESS ,,-Q.;y,E� ..--f-%, WALL M 'I01111001"f, pI, TILLI,p, IZ,,, +52,8 -69.0 3� 3' A- e � 0 I*, BE Cg 41, 2 (BOTTOM) 7'-6- OR LESS -UNTINQ IMALLAT-19 e,� k, PER SHEET 2 OF THIS DRAM G, ......... , , ', j P, Tkjj,� ,I,, o ,� ........... � COMP(,j��j BE 011N. . �� ". _� -. 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RAM,- 7SO. 1 1 � (N 1.S)N V I ,==::zz:zz:==, ' - I u - I I 1 I--.--_-.-- -T, 125, :--, GEN). � -1 i?1�510; - , - 1. M - (�) "IN TRACK (�) EA��L/, �,, (�) -- 71- "' 6061-TB AJwm. ALLOY 1 1 1 I � f -------------- I 1. IF- i I OWN I � I W` , . . i �F; L 1�1� . . IV I .0 7 1 1 ji 055. (Fy'.) .,� N /�t<F6 50' . I I - ." - 11 ��' I I ... OCEAls" .!.I�% . H mF 1 . - i i -1 I - lL----21 - . .44167 " 1 I *: - FLORIDA BUILDING CODE (High Velocity HUT tcone I I *. - , - - - _ zone) i - .751r- 1 -Z -� � : :_ . VZON YLTECO, AIL i 3" M--j , -P,. . TATE OF - 20 GAGE GALVANIZED STEEL STORM PANEL � . : ct- z- -- 04*4 8",- �, 0 IL 'i, ORID . .- - -1 - - -- �� --- -- 1 GLOBAL PROTECTION PRODUCTS. I.I.C. `o"'u-'x" (�) 3*x3,,(mg& 11 - T STOP- am '0,� T� 'A" - - QW01.5 MEET , `�z III I i 1* LONG Mq oki 'AUJI TESTING & CHOMErMNO COMPANY GWT- M, =I- 6063 T5 Alum, ALLOY / -- 5MA.. 4-750, fx�l (164NOR-8797 A, i UL O-Z "01I4MM 'V - "Ma"', (91M)" 2-171.1 PIr SEAL"SAcHATUAM/UATE --me7t9 -.I .I..... f AM, I -.f - I - - .- . 4 � I - - I i * - ;� . - , ------ -- - - -- ,- , - � . I—— - 2�.IL- E m- ., . 90IJEI CONCRETE OR CONCRETE BLOCK ITEORARED : POURED CONCRETr OR CONCRETE . BLOCK REQVMD I I I � . i- %cWFMW AV � , �mm - UNCIFFN,. � I j ,FmMn IS) . ; I � - ! I i ; I i I : : - 1, ,1. � :,� POURED CONCRETE OR CONCRETE BLOCK REQUIRED 11/4- I mm --- . , � , IT. � I (T i 3/32- Wm WIT 0 12 t/2- (Lt 7� � - 4 I . rURED CONCRETE R CONCRETE BLOCK REGUMED WAU MQVIEWWLLATION 0 REGULAR PANEL SCALE 3/81-1" /4- !" � - - -,�7,' - �i MCA.-, - , , , I � E IF I i I I -- I 'JINT L ,�, �'t "it I . i- 19,AAWN, . - 13 I i- .ame� .. � F - 1 RHIC, I-) 0 A� , - I I I 1�, ". , C' - " I I L �� , , i ,� I i I . , 7 � ' I , I I ; � I I I �' i 5 ." I I � I I I Gr 111. , , �, " w ,w- " ;I A. WmAt vo r-- ! L - 9 . . I 1R, QVISAMP, 1� t , !� I , -- - �' --j I , -, " " -- -`L --i . I . . i I I '. � 1-ri I I � i � _,I-_ _j � "t , I *0 I 3/32' W94G lI, ji�eljlz,"',., WASHER (ft�fm) L I � , �J4' TAPGON ANCHORS 4 1/2' CA:, I -DINED CON (STAGGERED W/ STUD� I- "'m OR CONCRETE BLOCK REQUIRED NALL MOUHUNG INSIALLATION SECTION 3 2 LIFE SAEM PANE SCA11 5/8--l'. SEE BMW IS At 20 FOR ..CHORS TYFIL . ANCHM tot -Y!*It - BINDING FOR INSTALLATIONS INTO WOOD � FRAME BUILDING ---;-.� -Mom wmm o') � N"WIN A.Clm SPACINGS M`O rl:w EDGE DISTANCE ARE INDICATED IT --- I-*-) 2, SCHEDULE Fall ED. LESS THAN INDICATED ON ALAWAI �.-;;;;-..;-f�)--T- SCWLDL41 REDUCE ANCHOR VAGM BY - W-TdIi SPAC94 SHOWN ON SCHEDULE AMft JUX OW 01010100 PORK BY THE FOuCwFNG FACTORS FOR Im,S OPOMMON TO RE POSSOM REDUCED I - !�lo:- ---� SPACING ORTAINM USING FACTOR SHALL 401 2 1/� - AM - BE LESS THAN MIN M SPACAG NPIC - -11 -- - .--- FIN SIGN ANCHOR TME ON THIS SCHEDULE , w 'm - - ---if- - I �r - I I -? ------- ��--j - - - - - - -- ----FF--7- T - -- 19; I - I L I � I - � I I p I . . L L - ,I I:'L I . L �l I , ,t I [ I ,,I JI J�jf j[TIL4Lt "JIjbilij, 111�Ljj,�Ljlj. IF- ,u 1. j . . I I I I I I POURED CIDIRCRE11 OR CONCRETE I I BLOCK REQUIRED f- 1 . I -1 I � I ; F.D., � I 1 I ��, �, . � , I I ".1 L 11 CONIF i I I ; � Ni VENT I t , I - i Mi, � . t I - -a � G � I- 'tan - i : S., I I ut,in ,.* ; , t - 16 m I ! j a i ; b 1� " I 1, �! � " 11 I � 111 I ,L i 1 � Is - I 1� ,,I 9 I ; � . . ! *41 I 1i ! �d 1 'L I " 91 9 I :,! , v , . , � I ',I I Nl 4 .; ,I �.; W, -- : , � � i ,I I ;4", KV, . - I - -- � � ; � I I . L i I � - L. I I __� ---- �---- -I,- - I I I I i : � I i I I � I t, � I I k � - � - I . I . - 1 : 6' 7777 X-�' 1 ,�71?�,,',,,�,, ,', � � 43 , I � - CT : - r I I I i E 1� �' I Co.. L � I -O.- , . �� , .�, , "I I 1 � �� 1 � � - .�, � � ; t , � I ; :, t - r.,.- � -.-20;]I�A - -, t -�e - i� � -1--11---� , /2 F �T( Is's W11 /, - ) 11-al'!-2JO '111S ". W11 ,,, N" I _��.. , " , V, -:77 A*0.3/32 WING NVI WASHER " / 0,3 32 WING NUT WASHER : � 11 , a 12 1/2.0" 1 ,�, � � . t � , (BEYOND) I i I � : I TrIll, _1/4' TAPOON ANCHORS I 0, 4 1/2' CC. : , - -xU I 0 4 1/2' 04 PWRED CQKRIETE i - - PDUREO CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED REOVIROD WALL MOUNIINQ INSTALLATION ISTALLATION SECTION 4A AECTION 4D 2 REGULAR PANEL 0 LIFE SAFETY PANE SCALE 3/8*-I' SCALE 3/w.1, INSTALLAIION .DETAILS FOR OFjI9N J2 EOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTINQ WQQD STMUURES I I - - - P11- �' =2 117 - %�,2, -, � , j i�� ,, , , -1 - , I - � I , - ,- �i�� 1, ." ,,� �,� � I - � : I . � - ,, 1111 , I � I I ... - , - � , �,i , � I � I ,, �, " � I , - N 1 7 . r - I � it I - � � ,,, " ��, I � -- -11 �- - - , I fl 1/4'0 rAPCON 0 6' O,C. 1 , �. 7-4- � � - , , I 1, � I 11 I � I Jjj I � , , . I - - TY ' ' MIN. 111"1,0111 I � . I , I '. -1.��41:�/1,11n.�1-1111.1i'lli.0-1:1 I ��t FT'NEIRAITiON AT WQCC 'I, I . �� I i � r I 1, � � I I � M " , ` p HEADER [ I I 1 4 , HEADER 'LJ=i ' , � � . , , I i, , , ` . I , ��;i I "I ,1 , ; r. , I � . I . �; r I -p I 't � 1 1 , - .., � --t� 55540A " 1 i -c � t � e I , I/2. I �/4- 1 � -; 1, 1 )'/2' .1/4' - I � , � ". ' L, � ,- 1 4 ,92t, I- --- I , ' � " � � I � , I 1 M... 4 ,, 71 I I L e I WDOO HEADER , _ 4 � I WOOD _ I .1 - i � AI ��. y � REQUIRED ' ' . I MITI, � Il � NDOU, HEADER I I RED - , � ,- 'T ; I . - It I -Q � - j , fz cli ,, � : CONT I I . f-w-i I - - , . : � CONI, .. 1 N , - --- I Ir - 11 -- - i . -1 c UL-T",-- I I � - a I � 11 (:D . � � i MT, , . ; I To -z' i 1 � I t- - (SEE Santa" i . 1 � EXISTING c. SME" is) 4 I I - SEPIRAM. I . MASS - � ! i I TO mmis I r 'L, M- -i - 1, I , � ,I I *C M i- (SI SCHEDULE - - � PANEL LENGTH -1 ---,--1-- - - 'IV,, j PANEL LENGTH � (SEE NOTE I BELOW) 1/4 I' " , -- - t'. - G�-,- � MS, W/ I - I ,-j (w SHEET 16) � *#-2O,I1'- , I_— I I (SEE NOTE I BELOW) I �! SS, I ... . � - - I �- --� I I 1 I � ,-,-- . , � , , 1 411�"Nlui'/-�, I �,� -1 -11 ',, � ' �:t!"-�-,---: - -,41 . - . !, �, �, : - - - ,V , 6 i I I � I ? ---- I,',, � ". : � I �1�1 - - - , , -- � � i I ; I � I ; i , I : - I.. - i I - I I � ) I 11 ! : I . I I 1 � ! I -- ---- � ''�, -- �, - - ! I - � ; I i i I - (T., i 3) -� I .. I , : I r � ' i ; ,,, 4 i ; T--� L L-1 , I � L---� I I ?0L � I 1. -� . �-� : I 1: . : 1 6- I- �-. I - - !� , I E�G. . I � , I Im I � EQ ,I - I - I � 0 " 7LL1. I E I 0. , , , , I 1 -�� -_ I-- , - :, .- . I , �f ;; I� � 1 2*0' WOOD PLATE I :,' �, 2",,4' WOOD 7/8*0 x 3/37 WING NUT 4 v - I I , �; ! , 714 0 . 3/32' WING NUI PILATE - I REOLAREO . I I ; _ WASHER 0 6 114' D.C. REOURRED .. I - , WASHER 0 (BEYOND) �- I � I I � - �, , - - � � � ,. #14- , � � I i: t 114-10 PATIELMATE P�0, 'd -- i� I . B i 1/1 US i I I � ,�; FUNA L/d I I a 6 lj4- D.C. W/, 7pr �, I - r � I I r I I 'E , I MIN- THR 6 I'TRAFI�. � , I " ii " MIN. THREADED PENETRATION � I AT JWWTH Of PLATE . I � AT N(DINOTH OF PLATE " ; I - %, ---,��-�- 2tA -'a 11 F j I � - , I I WALL MOUNTItHi INMUIATION "'A"110414"N, WALL MOUNIIN UAUAM . AMM 401� pl-AL-0111N, A , * ... .... . 14;" SCALE �3/8'-I' ` CENS %. �s SCALE 4/8-1, - I - � . I it � LHIgh Velocity Hurricane Zone) a I- - . --F"- FLORIDA BUILDING CODE 41A ' 17-20 GAGE GALVANIZED STEEL STORM PANEL I "" w=1 : .1m W."IcIl V12. = J� = , * � . * - �-��, I DRAW OF. � 2 I- INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH &S.D DES" LOADS- :: * ... * ( d - �,. S TE , UP TO +55o. -7;LQ P!4 AND PANEL'S LENGTH UP TO S'-B"� , p ��-* � :> . i� - , IT - T'aW -- - / 7V GLOBAL PROTECTION PRODUCTS. LLC. mm. 2. FOR NEW WOOD FRAME CORSIRLICTIOW! 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I I I , , I 4 ----- - ----- ---- I.. EH�Lai .1, � i "' � i i r ;, "I - -",H-" - . ILI , i - I I -- i7 --,I- -- -,-- f&-.4 1 . � -1 ---- * % - - tzi:�zl PANITINA, � = = ---l"k L,� - i � SEE NOTE 4 anSIN, - �. ' .gun 3� � --- �,� IS Vyp) - V i FOR CONCRETE ANCHORS; SEE 'Z � 0 �- �-" - � 11 -� .. - -!MHO)WE'A SHEFT 2S. FOR WOOD SCF&wt- . IV I rERE LOCATED *w, - ,NITTONS ON sntr� 26 I N� PA,ELS I Ilr I I/T ii`�,I-CIOGAII- , "' Eor I � 02 C. 0 W/ OR *,,-@, 0 OPIIMP�Ne .. ID TO RE INSTALLED AT r INTERIOR -IV - - , a zpmlp All.wsl ;w"s �/- SMALL ALWAYS RE PROVIDED IT STAU-71FOR TYPICAL ELEVATION FOR S REM HANDLE TO FACILITATE 07ALLATIO" TYPICAL ELEYATION FOR SERIES ON " HANDLE TO FACILITATE IN I -1 IF INTENDED To OF INSTALLED FROM :4n'000 Tl",ffl INSTALLED FROM INSIDE OF STRUCTURE. E-Z HANG ST RM PANELITIM DE , STR TV i 0 i SCALE 313r - I' �* I E-Z HANG S RM PANEL Iffil =M . - SMILE 3/w - I' - J/4- �, GAP - I ,/I. .It GAP r-,/*" M. W - 1/4. H GAP-� - . I Z :s,z 1.z ,:s - � U.J I -\ I / - - I I, I MA 77"'7 77 - Z \ /-I \-/ \-/ \-/ I \-,/ \-,/ -�A T, (�*Dev--@-Q) I 5UDpA-A--A 511r� �- (2�A-'=%U�- SCMx VW . I� wm - SCALE IVV - I. (1), DEV-Nf1TA-W---0IE5--= E - 2 HANG STOW PANEL SYSTEM CONSISTING Or PANEL I AmUl It, TRACKS AT TOP & PANELVATf PLUS OR 15" LONG (1), DEFINITION. Of-SEW-MIDT C - 7 IAK STOW, PANEL SYSTEM CONSISTING OF FANFEL . &AT BOTTOM W,e PANDIALI C-L TRACKS TOP & SOTTOMT. (2)� END PANELS SHALL ALWAYS BE DON�15 / qj�!D TO EXHO SILL WALL W MEANS OF TE' , LONG TRACK AT BOTTOM, END PANELS (2) 8D PANELS SHALL ALWAYS RE CONNECTED 70 BOTTOM TRUCK OPIERWISE A S70P 80 PSAK'A'a'U'SE CGONREMST IxJ/4'M 6 g ir.,/,ii"�'Is SMALL BE PRO "IED AT TOP OF SUCH PMELS- 0-2w N 45i 2, h" WWT WING NUT OR 1/4-0-2w, mi.. , (Y-31;EPT AS (3). IF RID PMEU�IARE DONNE CONqFCTION SHALL CONSIS1 Or DESCRIBED ON NOTE (3) FLOW). -2 _ M.S. W/ 7,1XI1.1/012%,C11 =11 1/4 *1.3�4" Win rtIUMBSCREW 1/4 1 (3), FOR CASES WHEN END PANELS ARE USE JOINTLY (p AT D �APX/4 OF FASTENERS A; Im BOTTOM TRACK LOCATION y 8 AT EITHER OF TWO S W/ ITS LOTNRCA&I � STOP BAP EXIERICIR FLAT FLAKES OF END PANEL ,rw,T,END PANEL, ARE NUT CONNECTED To 80 Q (4�� PROVIDED AT TOP OF SUCH PANELS. IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRICK (I... A STOP FAR (4) FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED, 'IT TOP) AT LEAST TWO PANELS SHALL K CONNECTED TO BOTTOM TRACK MOUNTED 70 EX OF PAINELMATES. ONE INTERIOR PANEL USING SPECS 11FRO.C. ON NOTE (3) ASi IN SUCH CASE ' CONNECTION OF PANELS MAY RE: USED 40=1 S.1), Im MNIOTTOM ATFACHING BOTTOM TRACK TO WALL TO BOTTOM TRACK WAY OCCUR AT ANY RANEL LOCATION. W/ TWO PANELAIATES FOLLOWING NO SHOWN ON ELVAIRON AND W/ 1/2- (5) SEE SECTION 1% 3' & 4- ON SHEET 24� SEE ANCHOR SCHEDULE ON SHEET 25, Mi.. EDGE DISTANCE. FO& DOES NOT NEED TO BE CORN THIS -OR - wef,rx V, "wWRONFLU, TED . ,7t I. MY MEANS ' ,,, , NSIALLED ENT PANELS (TO E LEFT & RIGHT SIDE OF EIODR PANEL) RAVE ,\,\�\i�'F\.!�.�ft STILI.E." TCHA.T.A.0p'SACIFTAINED BY ,Q) .1 '. , . , ,I,t,,,. - CIO '. . t��' -*� . , '. . , . \z EN, . . - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) -� � -, . s- -I= Fi7m - I Fl. � .* ' = � : NO. 4 16T -�. I 20 GAGE GALVANIZED STEEL STORM PANEL BY, = , (�-�z - - ±RMON z: * -� - .- Q: S ' � -.1 I �� -o". $TAT OF - ,_ - GLOBAL PROTECTION PRODUCTS, LLC. - - -- ILIECO...�'\% law S-0, 51 511w 1AM �� t-�- 'to to, '7. a IF `,conw * ARm sw-�-/-- .. ,�� .,.=Pn " Gi, CAYE. IT- =11 F"0;--,tYFi 004--tat PRIFt rmt i-0104-M, 20-176 it I - I-Atl - I - VIVIANO ft, `1111�1'111211 WALTER A, aw I - - M. In 11.1l P." :n.# - - � . 11L...."' _�-Z;��,----�-- -- - C ; 2 - - .- �- - . --,----"-- -- INSIALLATIQN DETAILS FOR QPTION #2 FOR LIFE SAFETY ajORM , - PANEL SY51N I INTQ EXI�TING POUR-ED CONCRETE QR CONCRETE BLOCK STRUCTURES IILI'. TAPOON MWHCRS 1,/4'� TAPCON ANCHORS I I 0, 9 04 i � �, 9 OX. POURM CONC-Rm ,,, � POURED CONCRETE � ,. 1� OR CONCRETE BLOCK- ,� � I OR CONCRETE BLOCK . p ACQUIRED I , , REOURED -C I ---, I C , - �� ". I /., r I - I I ,I Mo.. 11 I I -11 I I— - - . - I , ,- , M...- - - - I - 11 � i �-� I I , � E,D,- ; - ., " i � - , , I : , �, : , I '... I I � i �, � 2 1 1 ; ,," � . ; � - - I i I , � 4:., -, -1 - � -I P �,. 4',, , � I - �2 I�� , %IT : -, It I cow, I , i � � � I - � � � 11-��."` I 3 I � GI I CP s I -m- I " - I . - � � F I i $1011.) 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(BEYOND) � 0 6GURED CONCRETE I 0 CONCRETE 0 CONCRETE BLOCK -,FOUQ OR CONORM BLOCK REOU'Ro REQUIRED WALL MOUNTING INSTALLATION WALL MO Ali SE00m 5A SLOON III 2 UEE MI= PANE SCALE 3/0'-1- "011111111001"', SCALE 3/8'- 1 " I 'I.V. 1,111-*O� - pl:.,!Q��,,, SM BMW I At 20 IOR ANCHORS TYPE A ANCHOR TYK - 1/41. - , ... , , -fTA- g ,�-, .-- I SPNOW, FOR INSTALLATIONS IWO WOOD - IRCAKK VIA,, l`Ul!l "4"�;.,-, \\CENS�p,%., 1-�, * - PRIME BUILDING, MAIL Mo" vNIamit Gi --�- I I I - .* . s MINIM ANCHOR $10411" ^10 � . - z I_ EDGE DISLIKE ARE NOICATED O�:m, I- ! -- I -- 3 - = o.44167 *. - FLORIDA allILDINO CODE (High Velocity Hur Cana Zone), TOO - . . L� I - I I r=wilr'i 3 = '� mm "iYEWt 'Ne 'P $CHEM" FOR E.Lt LESS THAN I � 7 *: * !wi SCHEDULE REDUCE JINCHOR SPACING BY . Z 20 GAGE GALVANIZED STEEL STORM PANEL MULTIPLYING SPACING SHOWN 9*1 SOMMOULE XRVL En an mulmig E W�� , -:�% STATE i . .. 41Z ,f - DFAMIll ST, - III THE FOLUMSFAM FACRIM FOR TVTS m 1-,i 0,,'-. Ft, !� �;:�� OPERATION, To GO PCS"LF REWM - I'!IT - .. I ..DRI . p - ----�> ,,---V------r ------ -----'\ tCTS. LLC. ' , I SPACING OBTAINEOT USING FACTM SHAUL #I' - - 001 - - GLOBAL PROTECTION PROOL 011E, BE =3 THAN .11,100" Si`AC%4 OWATED - I -1 1. ?V!7. ro L P--,,4�,- / 11LIECOm., \ "m �* bi STROUT - MR OCR ANCHOR TYK ON TIOS SCHIMILLE r I - - "111-Z , *t �14 , , t 1, , ;�e) mur mvylga * --- -- 111- -1- I IN ..... Hill, � / MM �, . . .rmmz-r�fgy FAAE, n- "12- , CB,H9 , , - I-, OUR - - I-) #-An - 00-114S, FAX, 1.64TAW-M7 20-176 Pf. SIMI-11SIGNATumi CA-41105711; --L� ihALTER A, As, `2"l W`� 1 - I - 1"j, " 67 -.1 fLmFA k A41 11*0 IS .It - I . d P&M mmmm I E-Z HANG STORM PANQ. SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D�) HAS BEEN VER,IFTET Mi COMPLIANCE IN D 1) MINIMUM EMBE MIENT OF TAPCON ANCHORS Mo PANEUMATE FIENALE ID III PMVI PLUS INTO CONCRETE , 1, ACCORDANCE WITH T14E 2,020 (7th EDITION) OF TKE FLORIDA BUILDING CODE- Ep OCK SHALL BE I 1/4, DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION I S20 OF THE ABOVE MENTIONED COEC� 112) MINIMUM EMBRIM(Eiff OF 1/4-0 X 7/8- CAUX-IN ANCHORS SHALL BE IS ?/8" INTO CONCRETE. Fop A WING SPEED AS REOUIRtD BY THE JURTSDUTION irRE THESE S.4VF1TRS WILL BE INSTALLED Ad� NO �MBEOMENI INTO ANY FINISH MATERIAL SHALL BE PERMITTED. A FOR A DIRCCIFIDNAUTY FACTOR K4�0,85. USING ASOE 1-1 AND SHALL NOT EXCEED T14E MAXIMUM (ILS G�) 1/4 0-20 SS SIDEWALK DOLTS IWO SHALL RE LONG ENOUGH(SHOULD ANY fINTSH MATERIAL EMT) 70 DESIGN PRESSURE RATLKS INDICATED ON SHMS 25 III, 26. ENGAGE 3/4' IWO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE I-IlB SMALL BE FIRST REDUCED TO A.S.Q OIESIG IN WIND LOADS BY MULTIPLYING THEM BY 0�16 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAN" BE FOUND ON THE: EXISTING WALL, TO COMPARE T14ESE W/ MAX. (A.SQ) DESIGN PRESSURE RATINGS INDICATED ON SHEETS ;T5 & M ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SMUCTUPF BEHIND SUCH PATIELS. MO4OFU`G`F SMALL BE AS MENTIONED IN 0.1) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS On USED IN THEIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WTT14 T4-0.S 2015 (C) ANCHORS SHALL BE iW-AL.LEO FOLLOWING ALL OF THE RECOMMENDAI)ONS AND SPECIFICATIONS OF *,HE ANCHORS MANUFACTURER, STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF THE ABOVE MENTIONED CODE AS PER FENESTRAWN TESTING LASORRATORY, INC. REPORT 0 2032. AS PROTOCOL' TAS-201, 11 n SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO VERIFY THE SOU40NESS OF THE STRUCTURE WHERE SHLFTER TAS-202 AND IAS-203. IS TO A ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK *CMING THE OPENING FROM THE 1 THIS SYSTEM HAS BEEN DESIGNED TO BE IRSIALLED ON THE OUTSIDE Or THE OPENNO AL OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR UFT, THIS APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUC ALL SHUTTER COMPONENT EDi WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WING/RAIN INTRUSION CAUIK AND SEAL Sijtjtri�R TRACKS AU AROUND FULL 3. SERIES TOM INSTALLATION IS APPLICABLE TO SINCIE MO DOUBLE HUNG STYLE WINDOWS WHEN NSTALIAITON IS REWRED TO BE LENGTH PERFORMED FROM THE INSIDE Or STRUCIVIRE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRTAWFNG FLuS ANY BuILDING AND IONING A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. flSoALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE Of S`FRUCTURE. " ATRIUM WINDOWS AND DOORS, INC E - Z HANG STORM PANEL SYSTEM' IS PATENT PENDING -1. ALL ALUMINUM EXTRUSIONS TO BE &063-16 ALLOY AND 1EMPER (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT4AILLAIJON DOCUMENT (PE-D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRON111C INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D 6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY, (t,3 . CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF 7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON 06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY, 5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL 9� BOLTS TO BE ASTM A-307 GALVANIZED STE111- OR ATSI 304 SERIES STAINLESS STEEL, WiTH 36 III, MINIMUM `61ELD STRENGTH. BECOME THE ENGINEER OF RECORD (C,OLR.) FOR THE PROjECT AND WHO WILL BC RESPONSIBLE 'OR THE PROPER U517, OF THI. P�E.D, ENGINEER OF RECORD� ACTING AS A DELEGATED ENGINEER TO THE PX11, EMOINEER. SHAL, 10� ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS 'AFTER 7HE SM SPECIFIC DRAWINGS FOR REVIEW I IA) M-DLMWMURED-_QfLRETE: (e) THIS PIE-11 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TNE PROFESSIONAL ENGINEER OF : I/4.00TAPCON ANCHORS AS MANUFACTURED BY iTW RVILDEX, INC. (MIN. f'C-3192 P.*,i) RECORD THAT PPEPARME- ,IT I /4" X 7/8- CAU(-IN ANCHORS, AS MMUFACGURED BY DEWALT INC. (MIN, Vc.1000 p-AQ *0- STORM PANEL MMTJFACTURfA'S LABEL SHALL BE LOCATED ON A READILY VISISI.-- LOCATION AT STORM PANEL IN I - I I A- To PANELMATE FEMALE TO & PANE�MAIIE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSPRUCGON f1fibi ACCORDANCE Wait SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SMALL OF PLACED FOR EVERY OPENING . (V3350 P., Li LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING COM A, 1) MINIMUM EMBEDMENT OF TAPCON ANCITIORS MO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PAN"ArC FEMALE 10 & PANEUMATE PLUS. A2) MINIMUM EMBEDMENT Or 1/4-0 X 7/8- CALX-IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO MY FINISH MATERIAL SMALL BE PERMITTED 114- 0-20 55 SIDEWALK BOLTS UM SMALL i3t LONG ENCTLIGH(SHOULD ANY FIRSH MATERmL EXIST) TO ENGAGE 3/4- IN70 ANCHORS. 0,100INHIN", pl�tf� A. tyQ%%, , - , A!) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POLING ON TME EXISTING WALL OR A,P, ....... v . FLOOR, ANC14ORS $HALT, BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORAGE SHALL p -$ ,*\)r,ENse`-"ep BE AS MENTINtP IN A,I) AND IN A,2), 11 .1.1 , \ " No. 44167 '. z (8) 1Qj=Tm-0smREmJ%&-.-kk,- i . � z = * : - . .1 FLORIDA - I/IV 0 TAKON ANCHORS AS MANUFACTURED BY T T IN SIALDEX, INC - - =- t � *z- BUILDING CODE (Hlgh Velocity Mu cone Zoms)_ - I � . - � '.. ,* .Cm T, RIC Fn - !/4' 0 X 7/8' CALK -IN ANCHORS, AS MANUFAICTURED BY a1FWALT INC (t',-1500 F,Ill,) . , i - -- - - ---- - E GALVANIZED STEEL STORM PANEL DIIAmIt, &� . - I . iP 20 SAO ,4-10 PMELMATE FEMALE 0 AND PANTIVAIT' PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTM f- - ..I, I - - PRODUCTS (V2071 P...T) - - �� ...... I - I - o""U"C"' . .. I / 111LIECOINic \ GLOBAL PROTECTION PRODUCTS. LLC. MIE I - �. $.� 51 SIRM --- , , 'L F' Sm, - , - Tg�- . ElIFFIRKEORING �ANY D G,,,)m-,,,, 20-176 ,= ,----.... m,ae, ,95,T)"i'll-IS"s. ,-A. � T F.0 - - i - DRAWInc III, " -1 = A !" - 2. w 2$ I`� SEAL,15cHAX,%ffif/Ak1T ek-01,067" 1 - WALTER A T,lUF 44"i, ::1 - 17- I I - - ML� - 4 1 - - TION DETAILS F92-j4ERIES 2000 AND 100() E-Z HAN-G jjjORM - - lin"ANG, � P`NF`R`T`�Ai"`(`RF � � �i��- fm 9aW,A`,, a '"', T� " F---' ,:�,, Z,Wz�� _ -\ ��, , co"Cen AMCIWC ` I ------- C , - z� -,�')- sHur, M - '1-�4 � - -, .-M) - (-Mm- 1� a) � I - . :�, % �,,_, ,%-,;;c14V - - V �,� FIAT - ". 1 � I/ I - . I'_ I -11 i � , � I - - , = I � � T -111"I'l, ,w? . -,.-A -1 --� -',, - �11 `FXGIT� - . 1 1 -tv-g;c-�-e , i I I r:� --- - [ -1 1, �77, -- \ � / - w , - IT "I ., r-�Or4.i - �� , 'OULMED I I I '-'� Lq=�� 1 1�1 ..� I - �Nl I - I x � - -,',� , : _-v � 'I, UP I I -/1, � W*,Wre \ \ I -, " - I ,_,I 0�1 MR `,�, * t - ----. I �� I "" I I 1, I ,,'� �� ,- "",\ ; .11 , �, - I -Ilrwo-�,�-" I , \ - ,,�,, , , nZat I - f" I I - , - ------ 1-1. � � . 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ANY WAY To Mo AN, z ' � - - - j i k4qx,T*Ni S _2 '. . .=. "LITOL, 1P . 20 GAGE GALVANIZED STEEL STORM PANEL S p . STATE OF .. = A\ I I � ` - . CIZZ ORII'll & DETAX I I r I M. 7 -.777=7 7 1 ' YEA / I I E j 0 - \ GLOBAL PROTECTION PRODUCTS, LLC. ""'S"' SCALE 1/2' . I' I , 1-v�- I `�-� , I L IN , .we se, 3, wFw -.,. mv- g , TI: 04411"Foso COMPANY awt F1. 10iii. I a - , 2 Y=;,.?F*A � .1. P� IIISAIGNI-71,4, FAX (.S.Ulel�", 20-176 -.1 'c n-. , 06001mmil I I sv".,NN,VT- CII-001`114 .� I �m R [ �� $-an - ; 7 - I I I � 111 !um' MkL :J= n-L- "A", , -0" (1) (1) C- U) -00 (3) -'a 0 > = L_ L- -0 (1) 0- = 0 0- 0 L- = m -0 0- . -6-0 a) (2) 0) 0 -4-ti, U) -11�J` C= = M -cu ,- (1) -0 Q -0 -0 = 0 -0 -= (1) L- 0 EL = 0 5g: = = .0 LL - 4-i' %+- m m 0 M 0 > - . " U) a) L- -P.-I ca. Cl) C-- Cu ,40- -Mu 0�.. �- -0 .= W < L� 4 z w mi 41:10") <�� i:-j_ �z cn .1-1 4 1 z - . . Cn " (1) (1) C: m L) m L. 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TATE OF - 20 GAGE GALVANIZED STEEL STORM PANEL � . : ct- z- -- 04*4 8",- �, 0 IL 'i, ORID . .- - -1 - - -- �� --- -- 1 GLOBAL PROTECTION PRODUCTS. I.I.C. `o"'u-'x" (�) 3*x3,,(mg& 11 - T STOP- am '0,� T� 'A" - - QW01.5 MEET , `�z III I i 1* LONG Mq oki 'AUJI TESTING & CHOMErMNO COMPANY GWT- M, =I- 6063 T5 Alum, ALLOY / -- 5MA.. 4-750, fx�l (164NOR-8797 A, i UL O-Z "01I4MM 'V - "Ma"', (91M)" 2-171.1 PIr SEAL"SAcHATUAM/UATE --me7t9 -.I .I..... f AM, I -.f - I - - .- . 4 � I - - I i * - ;� . - , ------ -- - - -- ,- , - � . I—— - 2�.IL- E m- ., . 90IJEI CONCRETE OR CONCRETE BLOCK ITEORARED : POURED CONCRETr OR CONCRETE . BLOCK REQVMD I I I � . i- %cWFMW AV � , �mm - UNCIFFN,. � I j ,FmMn IS) . ; I � - ! 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ANCHM tot -Y!*It - BINDING FOR INSTALLATIONS INTO WOOD � FRAME BUILDING ---;-.� -Mom wmm o') � N"WIN A.Clm SPACINGS M`O rl:w EDGE DISTANCE ARE INDICATED IT --- I-*-) 2, SCHEDULE Fall ED. LESS THAN INDICATED ON ALAWAI �.-;;;;-..;-f�)--T- SCWLDL41 REDUCE ANCHOR VAGM BY - W-TdIi SPAC94 SHOWN ON SCHEDULE AMft JUX OW 01010100 PORK BY THE FOuCwFNG FACTORS FOR Im,S OPOMMON TO RE POSSOM REDUCED I - !�lo:- ---� SPACING ORTAINM USING FACTOR SHALL 401 2 1/� - AM - BE LESS THAN MIN M SPACAG NPIC - -11 -- - .--- FIN SIGN ANCHOR TME ON THIS SCHEDULE , w 'm - - ---if- - I �r - I I -? ------- ��--j - - - - - - -- ----FF--7- T - -- 19; I - I L I � I - � I I p I . . L L - ,I I:'L I . L �l I , ,t I [ I ,,I JI J�jf j[TIL4Lt "JIjbilij, 111�Ljj,�Ljlj. IF- ,u 1. j . . I I I I I I POURED CIDIRCRE11 OR CONCRETE I I BLOCK REQUIRED f- 1 . 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I I I , , I 4 ----- - ----- ---- I.. EH�Lai .1, � i "' � i i r ;, "I - -",H-" - . ILI , i - I I -- i7 --,I- -- -,-- f&-.4 1 . � -1 ---- * % - - tzi:�zl PANITINA, � = = ---l"k L,� - i � SEE NOTE 4 anSIN, - �. ' .gun 3� � --- �,� IS Vyp) - V i FOR CONCRETE ANCHORS; SEE 'Z � 0 �- �-" - � 11 -� .. - -!MHO)WE'A SHEFT 2S. FOR WOOD SCF&wt- . IV I rERE LOCATED *w, - ,NITTONS ON sntr� 26 I N� PA,ELS I Ilr I I/T ii`�,I-CIOGAII- , "' Eor I � 02 C. 0 W/ OR *,,-@, 0 OPIIMP�Ne .. ID TO RE INSTALLED AT r INTERIOR -IV - - , a zpmlp All.wsl ;w"s �/- SMALL ALWAYS RE PROVIDED IT STAU-71FOR TYPICAL ELEVATION FOR S REM HANDLE TO FACILITATE 07ALLATIO" TYPICAL ELEYATION FOR SERIES ON " HANDLE TO FACILITATE IN I -1 IF INTENDED To OF INSTALLED FROM :4n'000 Tl",ffl INSTALLED FROM INSIDE OF STRUCTURE. E-Z HANG ST RM PANELITIM DE , STR TV i 0 i SCALE 313r - I' �* I E-Z HANG S RM PANEL Iffil =M . - SMILE 3/w - I' - J/4- �, GAP - I ,/I. .It GAP r-,/*" M. W - 1/4. H GAP-� - . I Z :s,z 1.z ,:s - � U.J I -\ I / - - I I, I MA 77"'7 77 - Z \ /-I \-/ \-/ \-/ I \-,/ \-,/ -�A T, (�*Dev--@-Q) I 5UDpA-A--A 511r� �- (2�A-'=%U�- SCMx VW . I� wm - SCALE IVV - I. (1), DEV-Nf1TA-W---0IE5--= E - 2 HANG STOW PANEL SYSTEM CONSISTING Or PANEL I AmUl It, TRACKS AT TOP & PANELVATf PLUS OR 15" LONG (1), DEFINITION. Of-SEW-MIDT C - 7 IAK STOW, PANEL SYSTEM CONSISTING OF FANFEL . &AT BOTTOM W,e PANDIALI C-L TRACKS TOP & SOTTOMT. (2)� END PANELS SHALL ALWAYS BE DON�15 / qj�!D TO EXHO SILL WALL W MEANS OF TE' , LONG TRACK AT BOTTOM, END PANELS (2) 8D PANELS SHALL ALWAYS RE CONNECTED 70 BOTTOM TRUCK OPIERWISE A S70P 80 PSAK'A'a'U'SE CGONREMST IxJ/4'M 6 g ir.,/,ii"�'Is SMALL BE PRO "IED AT TOP OF SUCH PMELS- 0-2w N 45i 2, h" WWT WING NUT OR 1/4-0-2w, mi.. , (Y-31;EPT AS (3). IF RID PMEU�IARE DONNE CONqFCTION SHALL CONSIS1 Or DESCRIBED ON NOTE (3) FLOW). -2 _ M.S. W/ 7,1XI1.1/012%,C11 =11 1/4 *1.3�4" Win rtIUMBSCREW 1/4 1 (3), FOR CASES WHEN END PANELS ARE USE JOINTLY (p AT D �APX/4 OF FASTENERS A; Im BOTTOM TRACK LOCATION y 8 AT EITHER OF TWO S W/ ITS LOTNRCA&I � STOP BAP EXIERICIR FLAT FLAKES OF END PANEL ,rw,T,END PANEL, ARE NUT CONNECTED To 80 Q (4�� PROVIDED AT TOP OF SUCH PANELS. IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRICK (I... A STOP FAR (4) FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED, 'IT TOP) AT LEAST TWO PANELS SHALL K CONNECTED TO BOTTOM TRACK MOUNTED 70 EX OF PAINELMATES. ONE INTERIOR PANEL USING SPECS 11FRO.C. ON NOTE (3) ASi IN SUCH CASE ' CONNECTION OF PANELS MAY RE: USED 40=1 S.1), Im MNIOTTOM ATFACHING BOTTOM TRACK TO WALL TO BOTTOM TRACK WAY OCCUR AT ANY RANEL LOCATION. W/ TWO PANELAIATES FOLLOWING NO SHOWN ON ELVAIRON AND W/ 1/2- (5) SEE SECTION 1% 3' & 4- ON SHEET 24� SEE ANCHOR SCHEDULE ON SHEET 25, Mi.. EDGE DISTANCE. FO& DOES NOT NEED TO BE CORN THIS -OR - wef,rx V, "wWRONFLU, TED . ,7t I. MY MEANS ' ,,, , NSIALLED ENT PANELS (TO E LEFT & RIGHT SIDE OF EIODR PANEL) RAVE ,\,\�\i�'F\.!�.�ft STILI.E." TCHA.T.A.0p'SACIFTAINED BY ,Q) .1 '. , . , ,I,t,,,. - CIO '. . t��' -*� . , '. . , . \z EN, . . - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) -� � -, . s- -I= Fi7m - I Fl. � .* ' = � : NO. 4 16T -�. I 20 GAGE GALVANIZED STEEL STORM PANEL BY, = , (�-�z - - ±RMON z: * -� - .- Q: S ' � -.1 I �� -o". $TAT OF - ,_ - GLOBAL PROTECTION PRODUCTS, LLC. - - -- ILIECO...�'\% law S-0, 51 511w 1AM �� t-�- 'to to, '7. a IF `,conw * ARm sw-�-/-- .. ,�� .,.=Pn " Gi, CAYE. IT- =11 F"0;--,tYFi 004--tat PRIFt rmt i-0104-M, 20-176 it I - I-Atl - I - VIVIANO ft, `1111�1'111211 WALTER A, aw I - - M. In 11.1l P." :n.# - - � . 11L...."' _�-Z;��,----�-- -- - C ; 2 - - .- �- - . --,----"-- -- INSIALLATIQN DETAILS FOR QPTION #2 FOR LIFE SAFETY ajORM , - PANEL SY51N I INTQ EXI�TING POUR-ED CONCRETE QR CONCRETE BLOCK STRUCTURES IILI'. TAPOON MWHCRS 1,/4'� TAPCON ANCHORS I I 0, 9 04 i � �, 9 OX. POURM CONC-Rm ,,, � POURED CONCRETE � ,. 1� OR CONCRETE BLOCK- ,� � I OR CONCRETE BLOCK . p ACQUIRED I , , REOURED -C I ---, I C , - �� ". I /., r I - I I ,I Mo.. 11 I I -11 I I— - - . - I , ,- , M...- - - - I - 11 � i �-� I I , � E,D,- ; - ., " i � - , , I : , �, : , I '... I I � i �, � 2 1 1 ; ,," � . ; � - - I i I , � 4:., -, -1 - � -I P �,. 4',, , � I - �2 I�� , %IT : -, It I cow, I , i � � � I - � � � 11-��."` I 3 I � GI I CP s I -m- I " - I . - � � F I i $1011.) 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(BEYOND) � 0 6GURED CONCRETE I 0 CONCRETE 0 CONCRETE BLOCK -,FOUQ OR CONORM BLOCK REOU'Ro REQUIRED WALL MOUNTING INSTALLATION WALL MO Ali SE00m 5A SLOON III 2 UEE MI= PANE SCALE 3/0'-1- "011111111001"', SCALE 3/8'- 1 " I 'I.V. 1,111-*O� - pl:.,!Q��,,, SM BMW I At 20 IOR ANCHORS TYPE A ANCHOR TYK - 1/41. - , ... , , -fTA- g ,�-, .-- I SPNOW, FOR INSTALLATIONS IWO WOOD - IRCAKK VIA,, l`Ul!l "4"�;.,-, \\CENS�p,%., 1-�, * - PRIME BUILDING, MAIL Mo" vNIamit Gi --�- I I I - .* . s MINIM ANCHOR $10411" ^10 � . - z I_ EDGE DISLIKE ARE NOICATED O�:m, I- ! -- I -- 3 - = o.44167 *. - FLORIDA allILDINO CODE (High Velocity Hur Cana Zone), TOO - . . L� I - I I r=wilr'i 3 = '� mm "iYEWt 'Ne 'P $CHEM" FOR E.Lt LESS THAN I � 7 *: * !wi SCHEDULE REDUCE JINCHOR SPACING BY . Z 20 GAGE GALVANIZED STEEL STORM PANEL MULTIPLYING SPACING SHOWN 9*1 SOMMOULE XRVL En an mulmig E W�� , -:�% STATE i . .. 41Z ,f - DFAMIll ST, - III THE FOLUMSFAM FACRIM FOR TVTS m 1-,i 0,,'-. Ft, !� �;:�� OPERATION, To GO PCS"LF REWM - I'!IT - .. I ..DRI . p - ----�> ,,---V------r ------ -----'\ tCTS. LLC. ' , I SPACING OBTAINEOT USING FACTM SHAUL #I' - - 001 - - GLOBAL PROTECTION PROOL 011E, BE =3 THAN .11,100" Si`AC%4 OWATED - I -1 1. ?V!7. ro L P--,,4�,- / 11LIECOm., \ "m �* bi STROUT - MR OCR ANCHOR TYK ON TIOS SCHIMILLE r I - - "111-Z , *t �14 , , t 1, , ;�e) mur mvylga * --- -- 111- -1- I IN ..... Hill, � / MM �, . . .rmmz-r�fgy FAAE, n- "12- , CB,H9 , , - I-, OUR - - I-) #-An - 00-114S, FAX, 1.64TAW-M7 20-176 Pf. SIMI-11SIGNATumi CA-41105711; --L� ihALTER A, As, `2"l W`� 1 - I - 1"j, " 67 -.1 fLmFA k A41 11*0 IS .It - I . d P&M mmmm I E-Z HANG STORM PANQ. SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D�) HAS BEEN VER,IFTET Mi COMPLIANCE IN D 1) MINIMUM EMBE MIENT OF TAPCON ANCHORS Mo PANEUMATE FIENALE ID III PMVI PLUS INTO CONCRETE , 1, ACCORDANCE WITH T14E 2,020 (7th EDITION) OF TKE FLORIDA BUILDING CODE- Ep OCK SHALL BE I 1/4, DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION I S20 OF THE ABOVE MENTIONED COEC� 112) MINIMUM EMBRIM(Eiff OF 1/4-0 X 7/8- CAUX-IN ANCHORS SHALL BE IS ?/8" INTO CONCRETE. Fop A WING SPEED AS REOUIRtD BY THE JURTSDUTION irRE THESE S.4VF1TRS WILL BE INSTALLED Ad� NO �MBEOMENI INTO ANY FINISH MATERIAL SHALL BE PERMITTED. A FOR A DIRCCIFIDNAUTY FACTOR K4�0,85. USING ASOE 1-1 AND SHALL NOT EXCEED T14E MAXIMUM (ILS G�) 1/4 0-20 SS SIDEWALK DOLTS IWO SHALL RE LONG ENOUGH(SHOULD ANY fINTSH MATERIAL EMT) 70 DESIGN PRESSURE RATLKS INDICATED ON SHMS 25 III, 26. ENGAGE 3/4' IWO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE I-IlB SMALL BE FIRST REDUCED TO A.S.Q OIESIG IN WIND LOADS BY MULTIPLYING THEM BY 0�16 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAN" BE FOUND ON THE: EXISTING WALL, TO COMPARE T14ESE W/ MAX. (A.SQ) DESIGN PRESSURE RATINGS INDICATED ON SHEETS ;T5 & M ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SMUCTUPF BEHIND SUCH PATIELS. MO4OFU`G`F SMALL BE AS MENTIONED IN 0.1) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS On USED IN THEIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WTT14 T4-0.S 2015 (C) ANCHORS SHALL BE iW-AL.LEO FOLLOWING ALL OF THE RECOMMENDAI)ONS AND SPECIFICATIONS OF *,HE ANCHORS MANUFACTURER, STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF THE ABOVE MENTIONED CODE AS PER FENESTRAWN TESTING LASORRATORY, INC. REPORT 0 2032. AS PROTOCOL' TAS-201, 11 n SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO VERIFY THE SOU40NESS OF THE STRUCTURE WHERE SHLFTER TAS-202 AND IAS-203. IS TO A ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK *CMING THE OPENING FROM THE 1 THIS SYSTEM HAS BEEN DESIGNED TO BE IRSIALLED ON THE OUTSIDE Or THE OPENNO AL OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR UFT, THIS APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUC ALL SHUTTER COMPONENT EDi WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WING/RAIN INTRUSION CAUIK AND SEAL Sijtjtri�R TRACKS AU AROUND FULL 3. SERIES TOM INSTALLATION IS APPLICABLE TO SINCIE MO DOUBLE HUNG STYLE WINDOWS WHEN NSTALIAITON IS REWRED TO BE LENGTH PERFORMED FROM THE INSIDE Or STRUCIVIRE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRTAWFNG FLuS ANY BuILDING AND IONING A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. flSoALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE Of S`FRUCTURE. " ATRIUM WINDOWS AND DOORS, INC E - Z HANG STORM PANEL SYSTEM' IS PATENT PENDING -1. ALL ALUMINUM EXTRUSIONS TO BE &063-16 ALLOY AND 1EMPER (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT4AILLAIJON DOCUMENT (PE-D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRON111C INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D 6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY, (t,3 . CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF 7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON 06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY, 5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL 9� BOLTS TO BE ASTM A-307 GALVANIZED STE111- OR ATSI 304 SERIES STAINLESS STEEL, WiTH 36 III, MINIMUM `61ELD STRENGTH. BECOME THE ENGINEER OF RECORD (C,OLR.) FOR THE PROjECT AND WHO WILL BC RESPONSIBLE 'OR THE PROPER U517, OF THI. P�E.D, ENGINEER OF RECORD� ACTING AS A DELEGATED ENGINEER TO THE PX11, EMOINEER. SHAL, 10� ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS 'AFTER 7HE SM SPECIFIC DRAWINGS FOR REVIEW I IA) M-DLMWMURED-_QfLRETE: (e) THIS PIE-11 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TNE PROFESSIONAL ENGINEER OF : I/4.00TAPCON ANCHORS AS MANUFACTURED BY iTW RVILDEX, INC. (MIN. f'C-3192 P.*,i) RECORD THAT PPEPARME- ,IT I /4" X 7/8- CAU(-IN ANCHORS, AS MMUFACGURED BY DEWALT INC. (MIN, Vc.1000 p-AQ *0- STORM PANEL MMTJFACTURfA'S LABEL SHALL BE LOCATED ON A READILY VISISI.-- LOCATION AT STORM PANEL IN I - I I A- To PANELMATE FEMALE TO & PANE�MAIIE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSPRUCGON f1fibi ACCORDANCE Wait SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SMALL OF PLACED FOR EVERY OPENING . (V3350 P., Li LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING COM A, 1) MINIMUM EMBEDMENT OF TAPCON ANCITIORS MO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PAN"ArC FEMALE 10 & PANEUMATE PLUS. A2) MINIMUM EMBEDMENT Or 1/4-0 X 7/8- CALX-IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO MY FINISH MATERIAL SMALL BE PERMITTED 114- 0-20 55 SIDEWALK BOLTS UM SMALL i3t LONG ENCTLIGH(SHOULD ANY FIRSH MATERmL EXIST) TO ENGAGE 3/4- IN70 ANCHORS. 0,100INHIN", pl�tf� A. tyQ%%, , - , A!) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POLING ON TME EXISTING WALL OR A,P, ....... v . FLOOR, ANC14ORS $HALT, BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORAGE SHALL p -$ ,*\)r,ENse`-"ep BE AS MENTINtP IN A,I) AND IN A,2), 11 .1.1 , \ " No. 44167 '. z (8) 1Qj=Tm-0smREmJ%&-.-kk,- i . � z = * : - . .1 FLORIDA - I/IV 0 TAKON ANCHORS AS MANUFACTURED BY T T IN SIALDEX, INC - - =- t � *z- BUILDING CODE (Hlgh Velocity Mu cone Zoms)_ - I � . - � '.. ,* .Cm T, RIC Fn - !/4' 0 X 7/8' CALK -IN ANCHORS, AS MANUFAICTURED BY a1FWALT INC (t',-1500 F,Ill,) . , i - -- - - ---- - E GALVANIZED STEEL STORM PANEL DIIAmIt, &� . - I . iP 20 SAO ,4-10 PMELMATE FEMALE 0 AND PANTIVAIT' PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTM f- - ..I, I - - PRODUCTS (V2071 P...T) - - �� ...... I - I - o""U"C"' . .. I / 111LIECOINic \ GLOBAL PROTECTION PRODUCTS. LLC. MIE I - �. $.� 51 SIRM --- , , 'L F' Sm, - , - Tg�- . 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I I I , , I 4 ----- - ----- ---- I.. EH�Lai .1, � i "' � i i r ;, "I - -",H-" - . ILI , i - I I -- i7 --,I- -- -,-- f&-.4 1 . � -1 ---- * % - - tzi:�zl PANITINA, � = = ---l"k L,� - i � SEE NOTE 4 anSIN, - �. ' .gun 3� � --- �,� IS Vyp) - V i FOR CONCRETE ANCHORS; SEE 'Z � 0 �- �-" - � 11 -� .. - -!MHO)WE'A SHEFT 2S. FOR WOOD SCF&wt- . IV I rERE LOCATED *w, - ,NITTONS ON sntr� 26 I N� PA,ELS I Ilr I I/T ii`�,I-CIOGAII- , "' Eor I � 02 C. 0 W/ OR *,,-@, 0 OPIIMP�Ne .. ID TO RE INSTALLED AT r INTERIOR -IV - - , a zpmlp All.wsl ;w"s �/- SMALL ALWAYS RE PROVIDED IT STAU-71FOR TYPICAL ELEVATION FOR S REM HANDLE TO FACILITATE 07ALLATIO" TYPICAL ELEYATION FOR SERIES ON " HANDLE TO FACILITATE IN I -1 IF INTENDED To OF INSTALLED FROM :4n'000 Tl",ffl INSTALLED FROM INSIDE OF STRUCTURE. E-Z HANG ST RM PANELITIM DE , STR TV i 0 i SCALE 313r - I' �* I E-Z HANG S RM PANEL Iffil =M . - SMILE 3/w - I' - J/4- �, GAP - I ,/I. .It GAP r-,/*" M. W - 1/4. H GAP-� - . I Z :s,z 1.z ,:s - � U.J I -\ I / - - I I, I MA 77"'7 77 - Z \ /-I \-/ \-/ \-/ I \-,/ \-,/ -�A T, (�*Dev--@-Q) I 5UDpA-A--A 511r� �- (2�A-'=%U�- SCMx VW . I� wm - SCALE IVV - I. (1), DEV-Nf1TA-W---0IE5--= E - 2 HANG STOW PANEL SYSTEM CONSISTING Or PANEL I AmUl It, TRACKS AT TOP & PANELVATf PLUS OR 15" LONG (1), DEFINITION. Of-SEW-MIDT C - 7 IAK STOW, PANEL SYSTEM CONSISTING OF FANFEL . &AT BOTTOM W,e PANDIALI C-L TRACKS TOP & SOTTOMT. (2)� END PANELS SHALL ALWAYS BE DON�15 / qj�!D TO EXHO SILL WALL W MEANS OF TE' , LONG TRACK AT BOTTOM, END PANELS (2) 8D PANELS SHALL ALWAYS RE CONNECTED 70 BOTTOM TRUCK OPIERWISE A S70P 80 PSAK'A'a'U'SE CGONREMST IxJ/4'M 6 g ir.,/,ii"�'Is SMALL BE PRO "IED AT TOP OF SUCH PMELS- 0-2w N 45i 2, h" WWT WING NUT OR 1/4-0-2w, mi.. , (Y-31;EPT AS (3). IF RID PMEU�IARE DONNE CONqFCTION SHALL CONSIS1 Or DESCRIBED ON NOTE (3) FLOW). -2 _ M.S. W/ 7,1XI1.1/012%,C11 =11 1/4 *1.3�4" Win rtIUMBSCREW 1/4 1 (3), FOR CASES WHEN END PANELS ARE USE JOINTLY (p AT D �APX/4 OF FASTENERS A; Im BOTTOM TRACK LOCATION y 8 AT EITHER OF TWO S W/ ITS LOTNRCA&I � STOP BAP EXIERICIR FLAT FLAKES OF END PANEL ,rw,T,END PANEL, ARE NUT CONNECTED To 80 Q (4�� PROVIDED AT TOP OF SUCH PANELS. IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRICK (I... A STOP FAR (4) FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED, 'IT TOP) AT LEAST TWO PANELS SHALL K CONNECTED TO BOTTOM TRACK MOUNTED 70 EX OF PAINELMATES. ONE INTERIOR PANEL USING SPECS 11FRO.C. ON NOTE (3) ASi IN SUCH CASE ' CONNECTION OF PANELS MAY RE: USED 40=1 S.1), Im MNIOTTOM ATFACHING BOTTOM TRACK TO WALL TO BOTTOM TRACK WAY OCCUR AT ANY RANEL LOCATION. W/ TWO PANELAIATES FOLLOWING NO SHOWN ON ELVAIRON AND W/ 1/2- (5) SEE SECTION 1% 3' & 4- ON SHEET 24� SEE ANCHOR SCHEDULE ON SHEET 25, Mi.. EDGE DISTANCE. FO& DOES NOT NEED TO BE CORN THIS -OR - wef,rx V, "wWRONFLU, TED . ,7t I. MY MEANS ' ,,, , NSIALLED ENT PANELS (TO E LEFT & RIGHT SIDE OF EIODR PANEL) RAVE ,\,\�\i�'F\.!�.�ft STILI.E." TCHA.T.A.0p'SACIFTAINED BY ,Q) .1 '. , . , ,I,t,,,. - CIO '. . t��' -*� . , '. . , . \z EN, . . - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) -� � -, . s- -I= Fi7m - I Fl. � .* ' = � : NO. 4 16T -�. I 20 GAGE GALVANIZED STEEL STORM PANEL BY, = , (�-�z - - ±RMON z: * -� - .- Q: S ' � -.1 I �� -o". $TAT OF - ,_ - GLOBAL PROTECTION PRODUCTS, LLC. - - -- ILIECO...�'\% law S-0, 51 511w 1AM �� t-�- 'to to, '7. a IF `,conw * ARm sw-�-/-- .. ,�� .,.=Pn " Gi, CAYE. IT- =11 F"0;--,tYFi 004--tat PRIFt rmt i-0104-M, 20-176 it I - I-Atl - I - VIVIANO ft, `1111�1'111211 WALTER A, aw I - - M. In 11.1l P." :n.# - - � . 11L...."' _�-Z;��,----�-- -- - C ; 2 - - .- �- - . --,----"-- -- INSIALLATIQN DETAILS FOR QPTION #2 FOR LIFE SAFETY ajORM , - PANEL SY51N I INTQ EXI�TING POUR-ED CONCRETE QR CONCRETE BLOCK STRUCTURES IILI'. TAPOON MWHCRS 1,/4'� TAPCON ANCHORS I I 0, 9 04 i � �, 9 OX. POURM CONC-Rm ,,, � POURED CONCRETE � ,. 1� OR CONCRETE BLOCK- ,� � I OR CONCRETE BLOCK . p ACQUIRED I , , REOURED -C I ---, I C , - �� ". I /., r I - I I ,I Mo.. 11 I I -11 I I— - - . - I , ,- , M...- - - - I - 11 � i �-� I I , � E,D,- ; - ., " i � - , , I : , �, : , I '... I I � i �, � 2 1 1 ; ,," � . ; � - - I i I , � 4:., -, -1 - � -I P �,. 4',, , � I - �2 I�� , %IT : -, It I cow, I , i � � � I - � � � 11-��."` I 3 I � GI I CP s I -m- I " - I . - � � F I i $1011.) 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(BEYOND) � 0 6GURED CONCRETE I 0 CONCRETE 0 CONCRETE BLOCK -,FOUQ OR CONORM BLOCK REOU'Ro REQUIRED WALL MOUNTING INSTALLATION WALL MO Ali SE00m 5A SLOON III 2 UEE MI= PANE SCALE 3/0'-1- "011111111001"', SCALE 3/8'- 1 " I 'I.V. 1,111-*O� - pl:.,!Q��,,, SM BMW I At 20 IOR ANCHORS TYPE A ANCHOR TYK - 1/41. - , ... , , -fTA- g ,�-, .-- I SPNOW, FOR INSTALLATIONS IWO WOOD - IRCAKK VIA,, l`Ul!l "4"�;.,-, \\CENS�p,%., 1-�, * - PRIME BUILDING, MAIL Mo" vNIamit Gi --�- I I I - .* . s MINIM ANCHOR $10411" ^10 � . - z I_ EDGE DISLIKE ARE NOICATED O�:m, I- ! -- I -- 3 - = o.44167 *. - FLORIDA allILDINO CODE (High Velocity Hur Cana Zone), TOO - . . L� I - I I r=wilr'i 3 = '� mm "iYEWt 'Ne 'P $CHEM" FOR E.Lt LESS THAN I � 7 *: * !wi SCHEDULE REDUCE JINCHOR SPACING BY . Z 20 GAGE GALVANIZED STEEL STORM PANEL MULTIPLYING SPACING SHOWN 9*1 SOMMOULE XRVL En an mulmig E W�� , -:�% STATE i . .. 41Z ,f - DFAMIll ST, - III THE FOLUMSFAM FACRIM FOR TVTS m 1-,i 0,,'-. Ft, !� �;:�� OPERATION, To GO PCS"LF REWM - I'!IT - .. I ..DRI . p - ----�> ,,---V------r ------ -----'\ tCTS. LLC. ' , I SPACING OBTAINEOT USING FACTM SHAUL #I' - - 001 - - GLOBAL PROTECTION PROOL 011E, BE =3 THAN .11,100" Si`AC%4 OWATED - I -1 1. ?V!7. ro L P--,,4�,- / 11LIECOm., \ "m �* bi STROUT - MR OCR ANCHOR TYK ON TIOS SCHIMILLE r I - - "111-Z , *t �14 , , t 1, , ;�e) mur mvylga * --- -- 111- -1- I IN ..... Hill, � / MM �, . . .rmmz-r�fgy FAAE, n- "12- , CB,H9 , , - I-, OUR - - I-) #-An - 00-114S, FAX, 1.64TAW-M7 20-176 Pf. SIMI-11SIGNATumi CA-41105711; --L� ihALTER A, As, `2"l W`� 1 - I - 1"j, " 67 -.1 fLmFA k A41 11*0 IS .It - I . d P&M mmmm I E-Z HANG STORM PANQ. SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D�) HAS BEEN VER,IFTET Mi COMPLIANCE IN D 1) MINIMUM EMBE MIENT OF TAPCON ANCHORS Mo PANEUMATE FIENALE ID III PMVI PLUS INTO CONCRETE , 1, ACCORDANCE WITH T14E 2,020 (7th EDITION) OF TKE FLORIDA BUILDING CODE- Ep OCK SHALL BE I 1/4, DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION I S20 OF THE ABOVE MENTIONED COEC� 112) MINIMUM EMBRIM(Eiff OF 1/4-0 X 7/8- CAUX-IN ANCHORS SHALL BE IS ?/8" INTO CONCRETE. Fop A WING SPEED AS REOUIRtD BY THE JURTSDUTION irRE THESE S.4VF1TRS WILL BE INSTALLED Ad� NO �MBEOMENI INTO ANY FINISH MATERIAL SHALL BE PERMITTED. A FOR A DIRCCIFIDNAUTY FACTOR K4�0,85. USING ASOE 1-1 AND SHALL NOT EXCEED T14E MAXIMUM (ILS G�) 1/4 0-20 SS SIDEWALK DOLTS IWO SHALL RE LONG ENOUGH(SHOULD ANY fINTSH MATERIAL EMT) 70 DESIGN PRESSURE RATLKS INDICATED ON SHMS 25 III, 26. ENGAGE 3/4' IWO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE I-IlB SMALL BE FIRST REDUCED TO A.S.Q OIESIG IN WIND LOADS BY MULTIPLYING THEM BY 0�16 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAN" BE FOUND ON THE: EXISTING WALL, TO COMPARE T14ESE W/ MAX. (A.SQ) DESIGN PRESSURE RATINGS INDICATED ON SHEETS ;T5 & M ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SMUCTUPF BEHIND SUCH PATIELS. MO4OFU`G`F SMALL BE AS MENTIONED IN 0.1) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS On USED IN THEIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WTT14 T4-0.S 2015 (C) ANCHORS SHALL BE iW-AL.LEO FOLLOWING ALL OF THE RECOMMENDAI)ONS AND SPECIFICATIONS OF *,HE ANCHORS MANUFACTURER, STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF THE ABOVE MENTIONED CODE AS PER FENESTRAWN TESTING LASORRATORY, INC. REPORT 0 2032. AS PROTOCOL' TAS-201, 11 n SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO VERIFY THE SOU40NESS OF THE STRUCTURE WHERE SHLFTER TAS-202 AND IAS-203. IS TO A ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK *CMING THE OPENING FROM THE 1 THIS SYSTEM HAS BEEN DESIGNED TO BE IRSIALLED ON THE OUTSIDE Or THE OPENNO AL OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR UFT, THIS APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUC ALL SHUTTER COMPONENT EDi WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WING/RAIN INTRUSION CAUIK AND SEAL Sijtjtri�R TRACKS AU AROUND FULL 3. SERIES TOM INSTALLATION IS APPLICABLE TO SINCIE MO DOUBLE HUNG STYLE WINDOWS WHEN NSTALIAITON IS REWRED TO BE LENGTH PERFORMED FROM THE INSIDE Or STRUCIVIRE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRTAWFNG FLuS ANY BuILDING AND IONING A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. flSoALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE Of S`FRUCTURE. " ATRIUM WINDOWS AND DOORS, INC E - Z HANG STORM PANEL SYSTEM' IS PATENT PENDING -1. ALL ALUMINUM EXTRUSIONS TO BE &063-16 ALLOY AND 1EMPER (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT4AILLAIJON DOCUMENT (PE-D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRON111C INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D 6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY, (t,3 . CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF 7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON 06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY, 5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL 9� BOLTS TO BE ASTM A-307 GALVANIZED STE111- OR ATSI 304 SERIES STAINLESS STEEL, WiTH 36 III, MINIMUM `61ELD STRENGTH. BECOME THE ENGINEER OF RECORD (C,OLR.) FOR THE PROjECT AND WHO WILL BC RESPONSIBLE 'OR THE PROPER U517, OF THI. P�E.D, ENGINEER OF RECORD� ACTING AS A DELEGATED ENGINEER TO THE PX11, EMOINEER. SHAL, 10� ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS 'AFTER 7HE SM SPECIFIC DRAWINGS FOR REVIEW I IA) M-DLMWMURED-_QfLRETE: (e) THIS PIE-11 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TNE PROFESSIONAL ENGINEER OF : I/4.00TAPCON ANCHORS AS MANUFACTURED BY iTW RVILDEX, INC. (MIN. f'C-3192 P.*,i) RECORD THAT PPEPARME- ,IT I /4" X 7/8- CAU(-IN ANCHORS, AS MMUFACGURED BY DEWALT INC. (MIN, Vc.1000 p-AQ *0- STORM PANEL MMTJFACTURfA'S LABEL SHALL BE LOCATED ON A READILY VISISI.-- LOCATION AT STORM PANEL IN I - I I A- To PANELMATE FEMALE TO & PANE�MAIIE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSPRUCGON f1fibi ACCORDANCE Wait SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SMALL OF PLACED FOR EVERY OPENING . (V3350 P., Li LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING COM A, 1) MINIMUM EMBEDMENT OF TAPCON ANCITIORS MO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PAN"ArC FEMALE 10 & PANEUMATE PLUS. A2) MINIMUM EMBEDMENT Or 1/4-0 X 7/8- CALX-IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO MY FINISH MATERIAL SMALL BE PERMITTED 114- 0-20 55 SIDEWALK BOLTS UM SMALL i3t LONG ENCTLIGH(SHOULD ANY FIRSH MATERmL EXIST) TO ENGAGE 3/4- IN70 ANCHORS. 0,100INHIN", pl�tf� A. tyQ%%, , - , A!) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POLING ON TME EXISTING WALL OR A,P, ....... v . FLOOR, ANC14ORS $HALT, BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORAGE SHALL p -$ ,*\)r,ENse`-"ep BE AS MENTINtP IN A,I) AND IN A,2), 11 .1.1 , \ " No. 44167 '. z (8) 1Qj=Tm-0smREmJ%&-.-kk,- i . � z = * : - . .1 FLORIDA - I/IV 0 TAKON ANCHORS AS MANUFACTURED BY T T IN SIALDEX, INC - - =- t � *z- BUILDING CODE (Hlgh Velocity Mu cone Zoms)_ - I � . - � '.. ,* .Cm T, RIC Fn - !/4' 0 X 7/8' CALK -IN ANCHORS, AS MANUFAICTURED BY a1FWALT INC (t',-1500 F,Ill,) . , i - -- - - ---- - E GALVANIZED STEEL STORM PANEL DIIAmIt, &� . - I . iP 20 SAO ,4-10 PMELMATE FEMALE 0 AND PANTIVAIT' PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTM f- - ..I, I - - PRODUCTS (V2071 P...T) - - �� ...... I - I - o""U"C"' . .. I / 111LIECOINic \ GLOBAL PROTECTION PRODUCTS. LLC. MIE I - �. $.� 51 SIRM --- , , 'L F' Sm, - , - Tg�- . 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I I I , , I 4 ----- - ----- ---- I.. EH�Lai .1, � i "' � i i r ;, "I - -",H-" - . ILI , i - I I -- i7 --,I- -- -,-- f&-.4 1 . � -1 ---- * % - - tzi:�zl PANITINA, � = = ---l"k L,� - i � SEE NOTE 4 anSIN, - �. ' .gun 3� � --- �,� IS Vyp) - V i FOR CONCRETE ANCHORS; SEE 'Z � 0 �- �-" - � 11 -� .. - -!MHO)WE'A SHEFT 2S. FOR WOOD SCF&wt- . IV I rERE LOCATED *w, - ,NITTONS ON sntr� 26 I N� PA,ELS I Ilr I I/T ii`�,I-CIOGAII- , "' Eor I � 02 C. 0 W/ OR *,,-@, 0 OPIIMP�Ne .. ID TO RE INSTALLED AT r INTERIOR -IV - - , a zpmlp All.wsl ;w"s �/- SMALL ALWAYS RE PROVIDED IT STAU-71FOR TYPICAL ELEVATION FOR S REM HANDLE TO FACILITATE 07ALLATIO" TYPICAL ELEYATION FOR SERIES ON " HANDLE TO FACILITATE IN I -1 IF INTENDED To OF INSTALLED FROM :4n'000 Tl",ffl INSTALLED FROM INSIDE OF STRUCTURE. E-Z HANG ST RM PANELITIM DE , STR TV i 0 i SCALE 313r - I' �* I E-Z HANG S RM PANEL Iffil =M . - SMILE 3/w - I' - J/4- �, GAP - I ,/I. .It GAP r-,/*" M. W - 1/4. H GAP-� - . I Z :s,z 1.z ,:s - � U.J I -\ I / - - I I, I MA 77"'7 77 - Z \ /-I \-/ \-/ \-/ I \-,/ \-,/ -�A T, (�*Dev--@-Q) I 5UDpA-A--A 511r� �- (2�A-'=%U�- SCMx VW . I� wm - SCALE IVV - I. (1), DEV-Nf1TA-W---0IE5--= E - 2 HANG STOW PANEL SYSTEM CONSISTING Or PANEL I AmUl It, TRACKS AT TOP & PANELVATf PLUS OR 15" LONG (1), DEFINITION. Of-SEW-MIDT C - 7 IAK STOW, PANEL SYSTEM CONSISTING OF FANFEL . &AT BOTTOM W,e PANDIALI C-L TRACKS TOP & SOTTOMT. (2)� END PANELS SHALL ALWAYS BE DON�15 / qj�!D TO EXHO SILL WALL W MEANS OF TE' , LONG TRACK AT BOTTOM, END PANELS (2) 8D PANELS SHALL ALWAYS RE CONNECTED 70 BOTTOM TRUCK OPIERWISE A S70P 80 PSAK'A'a'U'SE CGONREMST IxJ/4'M 6 g ir.,/,ii"�'Is SMALL BE PRO "IED AT TOP OF SUCH PMELS- 0-2w N 45i 2, h" WWT WING NUT OR 1/4-0-2w, mi.. , (Y-31;EPT AS (3). IF RID PMEU�IARE DONNE CONqFCTION SHALL CONSIS1 Or DESCRIBED ON NOTE (3) FLOW). -2 _ M.S. W/ 7,1XI1.1/012%,C11 =11 1/4 *1.3�4" Win rtIUMBSCREW 1/4 1 (3), FOR CASES WHEN END PANELS ARE USE JOINTLY (p AT D �APX/4 OF FASTENERS A; Im BOTTOM TRACK LOCATION y 8 AT EITHER OF TWO S W/ ITS LOTNRCA&I � STOP BAP EXIERICIR FLAT FLAKES OF END PANEL ,rw,T,END PANEL, ARE NUT CONNECTED To 80 Q (4�� PROVIDED AT TOP OF SUCH PANELS. IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRICK (I... A STOP FAR (4) FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED, 'IT TOP) AT LEAST TWO PANELS SHALL K CONNECTED TO BOTTOM TRACK MOUNTED 70 EX OF PAINELMATES. ONE INTERIOR PANEL USING SPECS 11FRO.C. ON NOTE (3) ASi IN SUCH CASE ' CONNECTION OF PANELS MAY RE: USED 40=1 S.1), Im MNIOTTOM ATFACHING BOTTOM TRACK TO WALL TO BOTTOM TRACK WAY OCCUR AT ANY RANEL LOCATION. W/ TWO PANELAIATES FOLLOWING NO SHOWN ON ELVAIRON AND W/ 1/2- (5) SEE SECTION 1% 3' & 4- ON SHEET 24� SEE ANCHOR SCHEDULE ON SHEET 25, Mi.. EDGE DISTANCE. FO& DOES NOT NEED TO BE CORN THIS -OR - wef,rx V, "wWRONFLU, TED . ,7t I. MY MEANS ' ,,, , NSIALLED ENT PANELS (TO E LEFT & RIGHT SIDE OF EIODR PANEL) RAVE ,\,\�\i�'F\.!�.�ft STILI.E." TCHA.T.A.0p'SACIFTAINED BY ,Q) .1 '. , . , ,I,t,,,. - CIO '. . t��' -*� . , '. . , . \z EN, . . - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) -� � -, . s- -I= Fi7m - I Fl. � .* ' = � : NO. 4 16T -�. I 20 GAGE GALVANIZED STEEL STORM PANEL BY, = , (�-�z - - ±RMON z: * -� - .- Q: S ' � -.1 I �� -o". $TAT OF - ,_ - GLOBAL PROTECTION PRODUCTS, LLC. - - -- ILIECO...�'\% law S-0, 51 511w 1AM �� t-�- 'to to, '7. a IF `,conw * ARm sw-�-/-- .. ,�� .,.=Pn " Gi, CAYE. IT- =11 F"0;--,tYFi 004--tat PRIFt rmt i-0104-M, 20-176 it I - I-Atl - I - VIVIANO ft, `1111�1'111211 WALTER A, aw I - - M. In 11.1l P." :n.# - - � . 11L...."' _�-Z;��,----�-- -- - C ; 2 - - .- �- - . --,----"-- -- INSIALLATIQN DETAILS FOR QPTION #2 FOR LIFE SAFETY ajORM , - PANEL SY51N I INTQ EXI�TING POUR-ED CONCRETE QR CONCRETE BLOCK STRUCTURES IILI'. TAPOON MWHCRS 1,/4'� TAPCON ANCHORS I I 0, 9 04 i � �, 9 OX. POURM CONC-Rm ,,, � POURED CONCRETE � ,. 1� OR CONCRETE BLOCK- ,� � I OR CONCRETE BLOCK . p ACQUIRED I , , REOURED -C I ---, I C , - �� ". I /., r I - I I ,I Mo.. 11 I I -11 I I— - - . - I , ,- , M...- - - - I - 11 � i �-� I I , � E,D,- ; - ., " i � - , , I : , �, : , I '... I I � i �, � 2 1 1 ; ,," � . ; � - - I i I , � 4:., -, -1 - � -I P �,. 4',, , � I - �2 I�� , %IT : -, It I cow, I , i � � � I - � � � 11-��."` I 3 I � GI I CP s I -m- I " - I . - � � F I i $1011.) 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(BEYOND) � 0 6GURED CONCRETE I 0 CONCRETE 0 CONCRETE BLOCK -,FOUQ OR CONORM BLOCK REOU'Ro REQUIRED WALL MOUNTING INSTALLATION WALL MO Ali SE00m 5A SLOON III 2 UEE MI= PANE SCALE 3/0'-1- "011111111001"', SCALE 3/8'- 1 " I 'I.V. 1,111-*O� - pl:.,!Q��,,, SM BMW I At 20 IOR ANCHORS TYPE A ANCHOR TYK - 1/41. - , ... , , -fTA- g ,�-, .-- I SPNOW, FOR INSTALLATIONS IWO WOOD - IRCAKK VIA,, l`Ul!l "4"�;.,-, \\CENS�p,%., 1-�, * - PRIME BUILDING, MAIL Mo" vNIamit Gi --�- I I I - .* . s MINIM ANCHOR $10411" ^10 � . - z I_ EDGE DISLIKE ARE NOICATED O�:m, I- ! -- I -- 3 - = o.44167 *. - FLORIDA allILDINO CODE (High Velocity Hur Cana Zone), TOO - . . L� I - I I r=wilr'i 3 = '� mm "iYEWt 'Ne 'P $CHEM" FOR E.Lt LESS THAN I � 7 *: * !wi SCHEDULE REDUCE JINCHOR SPACING BY . Z 20 GAGE GALVANIZED STEEL STORM PANEL MULTIPLYING SPACING SHOWN 9*1 SOMMOULE XRVL En an mulmig E W�� , -:�% STATE i . .. 41Z ,f - DFAMIll ST, - III THE FOLUMSFAM FACRIM FOR TVTS m 1-,i 0,,'-. Ft, !� �;:�� OPERATION, To GO PCS"LF REWM - I'!IT - .. I ..DRI . p - ----�> ,,---V------r ------ -----'\ tCTS. LLC. ' , I SPACING OBTAINEOT USING FACTM SHAUL #I' - - 001 - - GLOBAL PROTECTION PROOL 011E, BE =3 THAN .11,100" Si`AC%4 OWATED - I -1 1. ?V!7. ro L P--,,4�,- / 11LIECOm., \ "m �* bi STROUT - MR OCR ANCHOR TYK ON TIOS SCHIMILLE r I - - "111-Z , *t �14 , , t 1, , ;�e) mur mvylga * --- -- 111- -1- I IN ..... Hill, � / MM �, . . .rmmz-r�fgy FAAE, n- "12- , CB,H9 , , - I-, OUR - - I-) #-An - 00-114S, FAX, 1.64TAW-M7 20-176 Pf. SIMI-11SIGNATumi CA-41105711; --L� ihALTER A, As, `2"l W`� 1 - I - 1"j, " 67 -.1 fLmFA k A41 11*0 IS .It - I . d P&M mmmm I E-Z HANG STORM PANQ. SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D�) HAS BEEN VER,IFTET Mi COMPLIANCE IN D 1) MINIMUM EMBE MIENT OF TAPCON ANCHORS Mo PANEUMATE FIENALE ID III PMVI PLUS INTO CONCRETE , 1, ACCORDANCE WITH T14E 2,020 (7th EDITION) OF TKE FLORIDA BUILDING CODE- Ep OCK SHALL BE I 1/4, DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION I S20 OF THE ABOVE MENTIONED COEC� 112) MINIMUM EMBRIM(Eiff OF 1/4-0 X 7/8- CAUX-IN ANCHORS SHALL BE IS ?/8" INTO CONCRETE. Fop A WING SPEED AS REOUIRtD BY THE JURTSDUTION irRE THESE S.4VF1TRS WILL BE INSTALLED Ad� NO �MBEOMENI INTO ANY FINISH MATERIAL SHALL BE PERMITTED. A FOR A DIRCCIFIDNAUTY FACTOR K4�0,85. USING ASOE 1-1 AND SHALL NOT EXCEED T14E MAXIMUM (ILS G�) 1/4 0-20 SS SIDEWALK DOLTS IWO SHALL RE LONG ENOUGH(SHOULD ANY fINTSH MATERIAL EMT) 70 DESIGN PRESSURE RATLKS INDICATED ON SHMS 25 III, 26. ENGAGE 3/4' IWO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE I-IlB SMALL BE FIRST REDUCED TO A.S.Q OIESIG IN WIND LOADS BY MULTIPLYING THEM BY 0�16 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAN" BE FOUND ON THE: EXISTING WALL, TO COMPARE T14ESE W/ MAX. (A.SQ) DESIGN PRESSURE RATINGS INDICATED ON SHEETS ;T5 & M ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SMUCTUPF BEHIND SUCH PATIELS. MO4OFU`G`F SMALL BE AS MENTIONED IN 0.1) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS On USED IN THEIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WTT14 T4-0.S 2015 (C) ANCHORS SHALL BE iW-AL.LEO FOLLOWING ALL OF THE RECOMMENDAI)ONS AND SPECIFICATIONS OF *,HE ANCHORS MANUFACTURER, STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF THE ABOVE MENTIONED CODE AS PER FENESTRAWN TESTING LASORRATORY, INC. REPORT 0 2032. AS PROTOCOL' TAS-201, 11 n SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO VERIFY THE SOU40NESS OF THE STRUCTURE WHERE SHLFTER TAS-202 AND IAS-203. IS TO A ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK *CMING THE OPENING FROM THE 1 THIS SYSTEM HAS BEEN DESIGNED TO BE IRSIALLED ON THE OUTSIDE Or THE OPENNO AL OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR UFT, THIS APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUC ALL SHUTTER COMPONENT EDi WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WING/RAIN INTRUSION CAUIK AND SEAL Sijtjtri�R TRACKS AU AROUND FULL 3. SERIES TOM INSTALLATION IS APPLICABLE TO SINCIE MO DOUBLE HUNG STYLE WINDOWS WHEN NSTALIAITON IS REWRED TO BE LENGTH PERFORMED FROM THE INSIDE Or STRUCIVIRE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRTAWFNG FLuS ANY BuILDING AND IONING A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. flSoALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE Of S`FRUCTURE. " ATRIUM WINDOWS AND DOORS, INC E - Z HANG STORM PANEL SYSTEM' IS PATENT PENDING -1. ALL ALUMINUM EXTRUSIONS TO BE &063-16 ALLOY AND 1EMPER (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT4AILLAIJON DOCUMENT (PE-D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRON111C INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D 6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY, (t,3 . CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF 7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON 06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY, 5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL 9� BOLTS TO BE ASTM A-307 GALVANIZED STE111- OR ATSI 304 SERIES STAINLESS STEEL, WiTH 36 III, MINIMUM `61ELD STRENGTH. BECOME THE ENGINEER OF RECORD (C,OLR.) FOR THE PROjECT AND WHO WILL BC RESPONSIBLE 'OR THE PROPER U517, OF THI. P�E.D, ENGINEER OF RECORD� ACTING AS A DELEGATED ENGINEER TO THE PX11, EMOINEER. SHAL, 10� ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS 'AFTER 7HE SM SPECIFIC DRAWINGS FOR REVIEW I IA) M-DLMWMURED-_QfLRETE: (e) THIS PIE-11 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TNE PROFESSIONAL ENGINEER OF : I/4.00TAPCON ANCHORS AS MANUFACTURED BY iTW RVILDEX, INC. (MIN. f'C-3192 P.*,i) RECORD THAT PPEPARME- ,IT I /4" X 7/8- CAU(-IN ANCHORS, AS MMUFACGURED BY DEWALT INC. (MIN, Vc.1000 p-AQ *0- STORM PANEL MMTJFACTURfA'S LABEL SHALL BE LOCATED ON A READILY VISISI.-- LOCATION AT STORM PANEL IN I - I I A- To PANELMATE FEMALE TO & PANE�MAIIE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSPRUCGON f1fibi ACCORDANCE Wait SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SMALL OF PLACED FOR EVERY OPENING . (V3350 P., Li LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING COM A, 1) MINIMUM EMBEDMENT OF TAPCON ANCITIORS MO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PAN"ArC FEMALE 10 & PANEUMATE PLUS. A2) MINIMUM EMBEDMENT Or 1/4-0 X 7/8- CALX-IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO MY FINISH MATERIAL SMALL BE PERMITTED 114- 0-20 55 SIDEWALK BOLTS UM SMALL i3t LONG ENCTLIGH(SHOULD ANY FIRSH MATERmL EXIST) TO ENGAGE 3/4- IN70 ANCHORS. 0,100INHIN", pl�tf� A. tyQ%%, , - , A!) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POLING ON TME EXISTING WALL OR A,P, ....... v . FLOOR, ANC14ORS $HALT, BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORAGE SHALL p -$ ,*\)r,ENse`-"ep BE AS MENTINtP IN A,I) AND IN A,2), 11 .1.1 , \ " No. 44167 '. z (8) 1Qj=Tm-0smREmJ%&-.-kk,- i . � z = * : - . .1 FLORIDA - I/IV 0 TAKON ANCHORS AS MANUFACTURED BY T T IN SIALDEX, INC - - =- t � *z- BUILDING CODE (Hlgh Velocity Mu cone Zoms)_ - I � . - � '.. ,* .Cm T, RIC Fn - !/4' 0 X 7/8' CALK -IN ANCHORS, AS MANUFAICTURED BY a1FWALT INC (t',-1500 F,Ill,) . , i - -- - - ---- - E GALVANIZED STEEL STORM PANEL DIIAmIt, &� . - I . iP 20 SAO ,4-10 PMELMATE FEMALE 0 AND PANTIVAIT' PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTM f- - ..I, I - - PRODUCTS (V2071 P...T) - - �� ...... I - I - o""U"C"' . .. I / 111LIECOINic \ GLOBAL PROTECTION PRODUCTS. LLC. MIE I - �. $.� 51 SIRM --- , , 'L F' Sm, - , - Tg�- . 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I I I , , I 4 ----- - ----- ---- I.. EH�Lai .1, � i "' � i i r ;, "I - -",H-" - . ILI , i - I I -- i7 --,I- -- -,-- f&-.4 1 . � -1 ---- * % - - tzi:�zl PANITINA, � = = ---l"k L,� - i � SEE NOTE 4 anSIN, - �. ' .gun 3� � --- �,� IS Vyp) - V i FOR CONCRETE ANCHORS; SEE 'Z � 0 �- �-" - � 11 -� .. - -!MHO)WE'A SHEFT 2S. FOR WOOD SCF&wt- . IV I rERE LOCATED *w, - ,NITTONS ON sntr� 26 I N� PA,ELS I Ilr I I/T ii`�,I-CIOGAII- , "' Eor I � 02 C. 0 W/ OR *,,-@, 0 OPIIMP�Ne .. ID TO RE INSTALLED AT r INTERIOR -IV - - , a zpmlp All.wsl ;w"s �/- SMALL ALWAYS RE PROVIDED IT STAU-71FOR TYPICAL ELEVATION FOR S REM HANDLE TO FACILITATE 07ALLATIO" TYPICAL ELEYATION FOR SERIES ON " HANDLE TO FACILITATE IN I -1 IF INTENDED To OF INSTALLED FROM :4n'000 Tl",ffl INSTALLED FROM INSIDE OF STRUCTURE. E-Z HANG ST RM PANELITIM DE , STR TV i 0 i SCALE 313r - I' �* I E-Z HANG S RM PANEL Iffil =M . - SMILE 3/w - I' - J/4- �, GAP - I ,/I. .It GAP r-,/*" M. W - 1/4. H GAP-� - . I Z :s,z 1.z ,:s - � U.J I -\ I / - - I I, I MA 77"'7 77 - Z \ /-I \-/ \-/ \-/ I \-,/ \-,/ -�A T, (�*Dev--@-Q) I 5UDpA-A--A 511r� �- (2�A-'=%U�- SCMx VW . I� wm - SCALE IVV - I. (1), DEV-Nf1TA-W---0IE5--= E - 2 HANG STOW PANEL SYSTEM CONSISTING Or PANEL I AmUl It, TRACKS AT TOP & PANELVATf PLUS OR 15" LONG (1), DEFINITION. Of-SEW-MIDT C - 7 IAK STOW, PANEL SYSTEM CONSISTING OF FANFEL . &AT BOTTOM W,e PANDIALI C-L TRACKS TOP & SOTTOMT. (2)� END PANELS SHALL ALWAYS BE DON�15 / qj�!D TO EXHO SILL WALL W MEANS OF TE' , LONG TRACK AT BOTTOM, END PANELS (2) 8D PANELS SHALL ALWAYS RE CONNECTED 70 BOTTOM TRUCK OPIERWISE A S70P 80 PSAK'A'a'U'SE CGONREMST IxJ/4'M 6 g ir.,/,ii"�'Is SMALL BE PRO "IED AT TOP OF SUCH PMELS- 0-2w N 45i 2, h" WWT WING NUT OR 1/4-0-2w, mi.. , (Y-31;EPT AS (3). IF RID PMEU�IARE DONNE CONqFCTION SHALL CONSIS1 Or DESCRIBED ON NOTE (3) FLOW). -2 _ M.S. W/ 7,1XI1.1/012%,C11 =11 1/4 *1.3�4" Win rtIUMBSCREW 1/4 1 (3), FOR CASES WHEN END PANELS ARE USE JOINTLY (p AT D �APX/4 OF FASTENERS A; Im BOTTOM TRACK LOCATION y 8 AT EITHER OF TWO S W/ ITS LOTNRCA&I � STOP BAP EXIERICIR FLAT FLAKES OF END PANEL ,rw,T,END PANEL, ARE NUT CONNECTED To 80 Q (4�� PROVIDED AT TOP OF SUCH PANELS. IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRICK (I... A STOP FAR (4) FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED, 'IT TOP) AT LEAST TWO PANELS SHALL K CONNECTED TO BOTTOM TRACK MOUNTED 70 EX OF PAINELMATES. ONE INTERIOR PANEL USING SPECS 11FRO.C. ON NOTE (3) ASi IN SUCH CASE ' CONNECTION OF PANELS MAY RE: USED 40=1 S.1), Im MNIOTTOM ATFACHING BOTTOM TRACK TO WALL TO BOTTOM TRACK WAY OCCUR AT ANY RANEL LOCATION. W/ TWO PANELAIATES FOLLOWING NO SHOWN ON ELVAIRON AND W/ 1/2- (5) SEE SECTION 1% 3' & 4- ON SHEET 24� SEE ANCHOR SCHEDULE ON SHEET 25, Mi.. EDGE DISTANCE. FO& DOES NOT NEED TO BE CORN THIS -OR - wef,rx V, "wWRONFLU, TED . ,7t I. MY MEANS ' ,,, , NSIALLED ENT PANELS (TO E LEFT & RIGHT SIDE OF EIODR PANEL) RAVE ,\,\�\i�'F\.!�.�ft STILI.E." TCHA.T.A.0p'SACIFTAINED BY ,Q) .1 '. , . , ,I,t,,,. - CIO '. . t��' -*� . , '. . , . \z EN, . . - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) -� � -, . s- -I= Fi7m - I Fl. � .* ' = � : NO. 4 16T -�. I 20 GAGE GALVANIZED STEEL STORM PANEL BY, = , (�-�z - - ±RMON z: * -� - .- Q: S ' � -.1 I �� -o". $TAT OF - ,_ - GLOBAL PROTECTION PRODUCTS, LLC. - - -- ILIECO...�'\% law S-0, 51 511w 1AM �� t-�- 'to to, '7. a IF `,conw * ARm sw-�-/-- .. ,�� .,.=Pn " Gi, CAYE. IT- =11 F"0;--,tYFi 004--tat PRIFt rmt i-0104-M, 20-176 it I - I-Atl - I - VIVIANO ft, `1111�1'111211 WALTER A, aw I - - M. In 11.1l P." :n.# - - � . 11L...."' _�-Z;��,----�-- -- - C ; 2 - - .- �- - . --,----"-- -- INSIALLATIQN DETAILS FOR QPTION #2 FOR LIFE SAFETY ajORM , - PANEL SY51N I INTQ EXI�TING POUR-ED CONCRETE QR CONCRETE BLOCK STRUCTURES IILI'. TAPOON MWHCRS 1,/4'� TAPCON ANCHORS I I 0, 9 04 i � �, 9 OX. POURM CONC-Rm ,,, � POURED CONCRETE � ,. 1� OR CONCRETE BLOCK- ,� � I OR CONCRETE BLOCK . p ACQUIRED I , , REOURED -C I ---, I C , - �� ". I /., r I - I I ,I Mo.. 11 I I -11 I I— - - . - I , ,- , M...- - - - I - 11 � i �-� I I , � E,D,- ; - ., " i � - , , I : , �, : , I '... I I � i �, � 2 1 1 ; ,," � . ; � - - I i I , � 4:., -, -1 - � -I P �,. 4',, , � I - �2 I�� , %IT : -, It I cow, I , i � � � I - � � � 11-��."` I 3 I � GI I CP s I -m- I " - I . - � � F I i $1011.) 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(BEYOND) � 0 6GURED CONCRETE I 0 CONCRETE 0 CONCRETE BLOCK -,FOUQ OR CONORM BLOCK REOU'Ro REQUIRED WALL MOUNTING INSTALLATION WALL MO Ali SE00m 5A SLOON III 2 UEE MI= PANE SCALE 3/0'-1- "011111111001"', SCALE 3/8'- 1 " I 'I.V. 1,111-*O� - pl:.,!Q��,,, SM BMW I At 20 IOR ANCHORS TYPE A ANCHOR TYK - 1/41. - , ... , , -fTA- g ,�-, .-- I SPNOW, FOR INSTALLATIONS IWO WOOD - IRCAKK VIA,, l`Ul!l "4"�;.,-, \\CENS�p,%., 1-�, * - PRIME BUILDING, MAIL Mo" vNIamit Gi --�- I I I - .* . s MINIM ANCHOR $10411" ^10 � . - z I_ EDGE DISLIKE ARE NOICATED O�:m, I- ! -- I -- 3 - = o.44167 *. - FLORIDA allILDINO CODE (High Velocity Hur Cana Zone), TOO - . . L� I - I I r=wilr'i 3 = '� mm "iYEWt 'Ne 'P $CHEM" FOR E.Lt LESS THAN I � 7 *: * !wi SCHEDULE REDUCE JINCHOR SPACING BY . Z 20 GAGE GALVANIZED STEEL STORM PANEL MULTIPLYING SPACING SHOWN 9*1 SOMMOULE XRVL En an mulmig E W�� , -:�% STATE i . .. 41Z ,f - DFAMIll ST, - III THE FOLUMSFAM FACRIM FOR TVTS m 1-,i 0,,'-. Ft, !� �;:�� OPERATION, To GO PCS"LF REWM - I'!IT - .. I ..DRI . p - ----�> ,,---V------r ------ -----'\ tCTS. LLC. ' , I SPACING OBTAINEOT USING FACTM SHAUL #I' - - 001 - - GLOBAL PROTECTION PROOL 011E, BE =3 THAN .11,100" Si`AC%4 OWATED - I -1 1. ?V!7. ro L P--,,4�,- / 11LIECOm., \ "m �* bi STROUT - MR OCR ANCHOR TYK ON TIOS SCHIMILLE r I - - "111-Z , *t �14 , , t 1, , ;�e) mur mvylga * --- -- 111- -1- I IN ..... Hill, � / MM �, . . .rmmz-r�fgy FAAE, n- "12- , CB,H9 , , - I-, OUR - - I-) #-An - 00-114S, FAX, 1.64TAW-M7 20-176 Pf. SIMI-11SIGNATumi CA-41105711; --L� ihALTER A, As, `2"l W`� 1 - I - 1"j, " 67 -.1 fLmFA k A41 11*0 IS .It - I . d P&M mmmm I E-Z HANG STORM PANQ. SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D�) HAS BEEN VER,IFTET Mi COMPLIANCE IN D 1) MINIMUM EMBE MIENT OF TAPCON ANCHORS Mo PANEUMATE FIENALE ID III PMVI PLUS INTO CONCRETE , 1, ACCORDANCE WITH T14E 2,020 (7th EDITION) OF TKE FLORIDA BUILDING CODE- Ep OCK SHALL BE I 1/4, DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION I S20 OF THE ABOVE MENTIONED COEC� 112) MINIMUM EMBRIM(Eiff OF 1/4-0 X 7/8- CAUX-IN ANCHORS SHALL BE IS ?/8" INTO CONCRETE. Fop A WING SPEED AS REOUIRtD BY THE JURTSDUTION irRE THESE S.4VF1TRS WILL BE INSTALLED Ad� NO �MBEOMENI INTO ANY FINISH MATERIAL SHALL BE PERMITTED. A FOR A DIRCCIFIDNAUTY FACTOR K4�0,85. USING ASOE 1-1 AND SHALL NOT EXCEED T14E MAXIMUM (ILS G�) 1/4 0-20 SS SIDEWALK DOLTS IWO SHALL RE LONG ENOUGH(SHOULD ANY fINTSH MATERIAL EMT) 70 DESIGN PRESSURE RATLKS INDICATED ON SHMS 25 III, 26. ENGAGE 3/4' IWO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE I-IlB SMALL BE FIRST REDUCED TO A.S.Q OIESIG IN WIND LOADS BY MULTIPLYING THEM BY 0�16 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAN" BE FOUND ON THE: EXISTING WALL, TO COMPARE T14ESE W/ MAX. (A.SQ) DESIGN PRESSURE RATINGS INDICATED ON SHEETS ;T5 & M ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SMUCTUPF BEHIND SUCH PATIELS. MO4OFU`G`F SMALL BE AS MENTIONED IN 0.1) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS On USED IN THEIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WTT14 T4-0.S 2015 (C) ANCHORS SHALL BE iW-AL.LEO FOLLOWING ALL OF THE RECOMMENDAI)ONS AND SPECIFICATIONS OF *,HE ANCHORS MANUFACTURER, STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF THE ABOVE MENTIONED CODE AS PER FENESTRAWN TESTING LASORRATORY, INC. REPORT 0 2032. AS PROTOCOL' TAS-201, 11 n SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO VERIFY THE SOU40NESS OF THE STRUCTURE WHERE SHLFTER TAS-202 AND IAS-203. IS TO A ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK *CMING THE OPENING FROM THE 1 THIS SYSTEM HAS BEEN DESIGNED TO BE IRSIALLED ON THE OUTSIDE Or THE OPENNO AL OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR UFT, THIS APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUC ALL SHUTTER COMPONENT EDi WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WING/RAIN INTRUSION CAUIK AND SEAL Sijtjtri�R TRACKS AU AROUND FULL 3. SERIES TOM INSTALLATION IS APPLICABLE TO SINCIE MO DOUBLE HUNG STYLE WINDOWS WHEN NSTALIAITON IS REWRED TO BE LENGTH PERFORMED FROM THE INSIDE Or STRUCIVIRE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRTAWFNG FLuS ANY BuILDING AND IONING A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. flSoALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE Of S`FRUCTURE. " ATRIUM WINDOWS AND DOORS, INC E - Z HANG STORM PANEL SYSTEM' IS PATENT PENDING -1. ALL ALUMINUM EXTRUSIONS TO BE &063-16 ALLOY AND 1EMPER (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT4AILLAIJON DOCUMENT (PE-D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRON111C INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D 6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY, (t,3 . CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF 7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON 06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY, 5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL 9� BOLTS TO BE ASTM A-307 GALVANIZED STE111- OR ATSI 304 SERIES STAINLESS STEEL, WiTH 36 III, MINIMUM `61ELD STRENGTH. BECOME THE ENGINEER OF RECORD (C,OLR.) FOR THE PROjECT AND WHO WILL BC RESPONSIBLE 'OR THE PROPER U517, OF THI. P�E.D, ENGINEER OF RECORD� ACTING AS A DELEGATED ENGINEER TO THE PX11, EMOINEER. SHAL, 10� ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS 'AFTER 7HE SM SPECIFIC DRAWINGS FOR REVIEW I IA) M-DLMWMURED-_QfLRETE: (e) THIS PIE-11 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TNE PROFESSIONAL ENGINEER OF : I/4.00TAPCON ANCHORS AS MANUFACTURED BY iTW RVILDEX, INC. (MIN. f'C-3192 P.*,i) RECORD THAT PPEPARME- ,IT I /4" X 7/8- CAU(-IN ANCHORS, AS MMUFACGURED BY DEWALT INC. (MIN, Vc.1000 p-AQ *0- STORM PANEL MMTJFACTURfA'S LABEL SHALL BE LOCATED ON A READILY VISISI.-- LOCATION AT STORM PANEL IN I - I I A- To PANELMATE FEMALE TO & PANE�MAIIE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSPRUCGON f1fibi ACCORDANCE Wait SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SMALL OF PLACED FOR EVERY OPENING . (V3350 P., Li LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING COM A, 1) MINIMUM EMBEDMENT OF TAPCON ANCITIORS MO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PAN"ArC FEMALE 10 & PANEUMATE PLUS. A2) MINIMUM EMBEDMENT Or 1/4-0 X 7/8- CALX-IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO MY FINISH MATERIAL SMALL BE PERMITTED 114- 0-20 55 SIDEWALK BOLTS UM SMALL i3t LONG ENCTLIGH(SHOULD ANY FIRSH MATERmL EXIST) TO ENGAGE 3/4- IN70 ANCHORS. 0,100INHIN", pl�tf� A. tyQ%%, , - , A!) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POLING ON TME EXISTING WALL OR A,P, ....... v . FLOOR, ANC14ORS $HALT, BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORAGE SHALL p -$ ,*\)r,ENse`-"ep BE AS MENTINtP IN A,I) AND IN A,2), 11 .1.1 , \ " No. 44167 '. z (8) 1Qj=Tm-0smREmJ%&-.-kk,- i . � z = * : - . .1 FLORIDA - I/IV 0 TAKON ANCHORS AS MANUFACTURED BY T T IN SIALDEX, INC - - =- t � *z- BUILDING CODE (Hlgh Velocity Mu cone Zoms)_ - I � . - � '.. ,* .Cm T, RIC Fn - !/4' 0 X 7/8' CALK -IN ANCHORS, AS MANUFAICTURED BY a1FWALT INC (t',-1500 F,Ill,) . , i - -- - - ---- - E GALVANIZED STEEL STORM PANEL DIIAmIt, &� . - I . iP 20 SAO ,4-10 PMELMATE FEMALE 0 AND PANTIVAIT' PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTM f- - ..I, I - - PRODUCTS (V2071 P...T) - - �� ...... I - I - o""U"C"' . .. I / 111LIECOINic \ GLOBAL PROTECTION PRODUCTS. LLC. MIE I - �. $.� 51 SIRM --- , , 'L F' Sm, - , - Tg�- . 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W/ 7,1XI1.1/012%,C11 =11 1/4 *1.3�4" Win rtIUMBSCREW 1/4 1 (3), FOR CASES WHEN END PANELS ARE USE JOINTLY (p AT D �APX/4 OF FASTENERS A; Im BOTTOM TRACK LOCATION y 8 AT EITHER OF TWO S W/ ITS LOTNRCA&I � STOP BAP EXIERICIR FLAT FLAKES OF END PANEL ,rw,T,END PANEL, ARE NUT CONNECTED To 80 Q (4�� PROVIDED AT TOP OF SUCH PANELS. IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRICK (I... A STOP FAR (4) FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED, 'IT TOP) AT LEAST TWO PANELS SHALL K CONNECTED TO BOTTOM TRACK MOUNTED 70 EX OF PAINELMATES. ONE INTERIOR PANEL USING SPECS 11FRO.C. ON NOTE (3) ASi IN SUCH CASE ' CONNECTION OF PANELS MAY RE: USED 40=1 S.1), Im MNIOTTOM ATFACHING BOTTOM TRACK TO WALL TO BOTTOM TRACK WAY OCCUR AT ANY RANEL LOCATION. W/ TWO PANELAIATES FOLLOWING NO SHOWN ON ELVAIRON AND W/ 1/2- (5) SEE SECTION 1% 3' & 4- ON SHEET 24� SEE ANCHOR SCHEDULE ON SHEET 25, Mi.. EDGE DISTANCE. FO& DOES NOT NEED TO BE CORN THIS -OR - wef,rx V, "wWRONFLU, TED . ,7t I. MY MEANS ' ,,, , NSIALLED ENT PANELS (TO E LEFT & RIGHT SIDE OF EIODR PANEL) RAVE ,\,\�\i�'F\.!�.�ft STILI.E." TCHA.T.A.0p'SACIFTAINED BY ,Q) .1 '. , . , ,I,t,,,. - CIO '. . t��' -*� . , '. . , . \z EN, . . - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) -� � -, . s- -I= Fi7m - I Fl. � .* ' = � : NO. 4 16T -�. I 20 GAGE GALVANIZED STEEL STORM PANEL BY, = , (�-�z - - ±RMON z: * -� - .- Q: S ' � -.1 I �� -o". $TAT OF - ,_ - GLOBAL PROTECTION PRODUCTS, LLC. - - -- ILIECO...�'\% law S-0, 51 511w 1AM �� t-�- 'to to, '7. a IF `,conw * ARm sw-�-/-- .. ,�� .,.=Pn " Gi, CAYE. IT- =11 F"0;--,tYFi 004--tat PRIFt rmt i-0104-M, 20-176 it I - I-Atl - I - VIVIANO ft, `1111�1'111211 WALTER A, aw I - - M. In 11.1l P." :n.# - - � . 11L...."' _�-Z;��,----�-- -- - C ; 2 - - .- �- - . --,----"-- -- INSIALLATIQN DETAILS FOR QPTION #2 FOR LIFE SAFETY ajORM , - PANEL SY51N I INTQ EXI�TING POUR-ED CONCRETE QR CONCRETE BLOCK STRUCTURES IILI'. TAPOON MWHCRS 1,/4'� TAPCON ANCHORS I I 0, 9 04 i � �, 9 OX. POURM CONC-Rm ,,, � POURED CONCRETE � ,. 1� OR CONCRETE BLOCK- ,� � I OR CONCRETE BLOCK . p ACQUIRED I , , REOURED -C I ---, I C , - �� ". I /., r I - I I ,I Mo.. 11 I I -11 I I— - - . - I , ,- , M...- - - - I - 11 � i �-� I I , � E,D,- ; - ., " i � - , , I : , �, : , I '... I I � i �, � 2 1 1 ; ,," � . ; � - - I i I , � 4:., -, -1 - � -I P �,. 4',, , � I - �2 I�� , %IT : -, It I cow, I , i � � � I - � � � 11-��."` I 3 I � GI I CP s I -m- I " - I . - � � F I i $1011.) 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(BEYOND) � 0 6GURED CONCRETE I 0 CONCRETE 0 CONCRETE BLOCK -,FOUQ OR CONORM BLOCK REOU'Ro REQUIRED WALL MOUNTING INSTALLATION WALL MO Ali SE00m 5A SLOON III 2 UEE MI= PANE SCALE 3/0'-1- "011111111001"', SCALE 3/8'- 1 " I 'I.V. 1,111-*O� - pl:.,!Q��,,, SM BMW I At 20 IOR ANCHORS TYPE A ANCHOR TYK - 1/41. - , ... , , -fTA- g ,�-, .-- I SPNOW, FOR INSTALLATIONS IWO WOOD - IRCAKK VIA,, l`Ul!l "4"�;.,-, \\CENS�p,%., 1-�, * - PRIME BUILDING, MAIL Mo" vNIamit Gi --�- I I I - .* . s MINIM ANCHOR $10411" ^10 � . - z I_ EDGE DISLIKE ARE NOICATED O�:m, I- ! -- I -- 3 - = o.44167 *. - FLORIDA allILDINO CODE (High Velocity Hur Cana Zone), TOO - . . L� I - I I r=wilr'i 3 = '� mm "iYEWt 'Ne 'P $CHEM" FOR E.Lt LESS THAN I � 7 *: * !wi SCHEDULE REDUCE JINCHOR SPACING BY . Z 20 GAGE GALVANIZED STEEL STORM PANEL MULTIPLYING SPACING SHOWN 9*1 SOMMOULE XRVL En an mulmig E W�� , -:�% STATE i . .. 41Z ,f - DFAMIll ST, - III THE FOLUMSFAM FACRIM FOR TVTS m 1-,i 0,,'-. Ft, !� �;:�� OPERATION, To GO PCS"LF REWM - I'!IT - .. I ..DRI . p - ----�> ,,---V------r ------ -----'\ tCTS. LLC. ' , I SPACING OBTAINEOT USING FACTM SHAUL #I' - - 001 - - GLOBAL PROTECTION PROOL 011E, BE =3 THAN .11,100" Si`AC%4 OWATED - I -1 1. ?V!7. ro L P--,,4�,- / 11LIECOm., \ "m �* bi STROUT - MR OCR ANCHOR TYK ON TIOS SCHIMILLE r I - - "111-Z , *t �14 , , t 1, , ;�e) mur mvylga * --- -- 111- -1- I IN ..... Hill, � / MM �, . . .rmmz-r�fgy FAAE, n- "12- , CB,H9 , , - I-, OUR - - I-) #-An - 00-114S, FAX, 1.64TAW-M7 20-176 Pf. SIMI-11SIGNATumi CA-41105711; --L� ihALTER A, As, `2"l W`� 1 - I - 1"j, " 67 -.1 fLmFA k A41 11*0 IS .It - I . d P&M mmmm I E-Z HANG STORM PANQ. SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D�) HAS BEEN VER,IFTET Mi COMPLIANCE IN D 1) MINIMUM EMBE MIENT OF TAPCON ANCHORS Mo PANEUMATE FIENALE ID III PMVI PLUS INTO CONCRETE , 1, ACCORDANCE WITH T14E 2,020 (7th EDITION) OF TKE FLORIDA BUILDING CODE- Ep OCK SHALL BE I 1/4, DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION I S20 OF THE ABOVE MENTIONED COEC� 112) MINIMUM EMBRIM(Eiff OF 1/4-0 X 7/8- CAUX-IN ANCHORS SHALL BE IS ?/8" INTO CONCRETE. Fop A WING SPEED AS REOUIRtD BY THE JURTSDUTION irRE THESE S.4VF1TRS WILL BE INSTALLED Ad� NO �MBEOMENI INTO ANY FINISH MATERIAL SHALL BE PERMITTED. A FOR A DIRCCIFIDNAUTY FACTOR K4�0,85. USING ASOE 1-1 AND SHALL NOT EXCEED T14E MAXIMUM (ILS G�) 1/4 0-20 SS SIDEWALK DOLTS IWO SHALL RE LONG ENOUGH(SHOULD ANY fINTSH MATERIAL EMT) 70 DESIGN PRESSURE RATLKS INDICATED ON SHMS 25 III, 26. ENGAGE 3/4' IWO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE I-IlB SMALL BE FIRST REDUCED TO A.S.Q OIESIG IN WIND LOADS BY MULTIPLYING THEM BY 0�16 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAN" BE FOUND ON THE: EXISTING WALL, TO COMPARE T14ESE W/ MAX. (A.SQ) DESIGN PRESSURE RATINGS INDICATED ON SHEETS ;T5 & M ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SMUCTUPF BEHIND SUCH PATIELS. MO4OFU`G`F SMALL BE AS MENTIONED IN 0.1) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS On USED IN THEIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WTT14 T4-0.S 2015 (C) ANCHORS SHALL BE iW-AL.LEO FOLLOWING ALL OF THE RECOMMENDAI)ONS AND SPECIFICATIONS OF *,HE ANCHORS MANUFACTURER, STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF THE ABOVE MENTIONED CODE AS PER FENESTRAWN TESTING LASORRATORY, INC. REPORT 0 2032. AS PROTOCOL' TAS-201, 11 n SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO VERIFY THE SOU40NESS OF THE STRUCTURE WHERE SHLFTER TAS-202 AND IAS-203. IS TO A ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK *CMING THE OPENING FROM THE 1 THIS SYSTEM HAS BEEN DESIGNED TO BE IRSIALLED ON THE OUTSIDE Or THE OPENNO AL OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR UFT, THIS APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUC ALL SHUTTER COMPONENT EDi WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WING/RAIN INTRUSION CAUIK AND SEAL Sijtjtri�R TRACKS AU AROUND FULL 3. SERIES TOM INSTALLATION IS APPLICABLE TO SINCIE MO DOUBLE HUNG STYLE WINDOWS WHEN NSTALIAITON IS REWRED TO BE LENGTH PERFORMED FROM THE INSIDE Or STRUCIVIRE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRTAWFNG FLuS ANY BuILDING AND IONING A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. flSoALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE Of S`FRUCTURE. " ATRIUM WINDOWS AND DOORS, INC E - Z HANG STORM PANEL SYSTEM' IS PATENT PENDING -1. ALL ALUMINUM EXTRUSIONS TO BE &063-16 ALLOY AND 1EMPER (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT4AILLAIJON DOCUMENT (PE-D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRON111C INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D 6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY, (t,3 . CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF 7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON 06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY, 5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL 9� BOLTS TO BE ASTM A-307 GALVANIZED STE111- OR ATSI 304 SERIES STAINLESS STEEL, WiTH 36 III, MINIMUM `61ELD STRENGTH. BECOME THE ENGINEER OF RECORD (C,OLR.) FOR THE PROjECT AND WHO WILL BC RESPONSIBLE 'OR THE PROPER U517, OF THI. P�E.D, ENGINEER OF RECORD� ACTING AS A DELEGATED ENGINEER TO THE PX11, EMOINEER. SHAL, 10� ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS 'AFTER 7HE SM SPECIFIC DRAWINGS FOR REVIEW I IA) M-DLMWMURED-_QfLRETE: (e) THIS PIE-11 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TNE PROFESSIONAL ENGINEER OF : I/4.00TAPCON ANCHORS AS MANUFACTURED BY iTW RVILDEX, INC. (MIN. f'C-3192 P.*,i) RECORD THAT PPEPARME- ,IT I /4" X 7/8- CAU(-IN ANCHORS, AS MMUFACGURED BY DEWALT INC. (MIN, Vc.1000 p-AQ *0- STORM PANEL MMTJFACTURfA'S LABEL SHALL BE LOCATED ON A READILY VISISI.-- LOCATION AT STORM PANEL IN I - I I A- To PANELMATE FEMALE TO & PANE�MAIIE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSPRUCGON f1fibi ACCORDANCE Wait SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SMALL OF PLACED FOR EVERY OPENING . (V3350 P., Li LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING COM A, 1) MINIMUM EMBEDMENT OF TAPCON ANCITIORS MO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PAN"ArC FEMALE 10 & PANEUMATE PLUS. A2) MINIMUM EMBEDMENT Or 1/4-0 X 7/8- CALX-IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO MY FINISH MATERIAL SMALL BE PERMITTED 114- 0-20 55 SIDEWALK BOLTS UM SMALL i3t LONG ENCTLIGH(SHOULD ANY FIRSH MATERmL EXIST) TO ENGAGE 3/4- IN70 ANCHORS. 0,100INHIN", pl�tf� A. tyQ%%, , - , A!) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POLING ON TME EXISTING WALL OR A,P, ....... v . FLOOR, ANC14ORS $HALT, BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORAGE SHALL p -$ ,*\)r,ENse`-"ep BE AS MENTINtP IN A,I) AND IN A,2), 11 .1.1 , \ " No. 44167 '. z (8) 1Qj=Tm-0smREmJ%&-.-kk,- i . � z = * : - . .1 FLORIDA - I/IV 0 TAKON ANCHORS AS MANUFACTURED BY T T IN SIALDEX, INC - - =- t � *z- BUILDING CODE (Hlgh Velocity Mu cone Zoms)_ - I � . - � '.. ,* .Cm T, RIC Fn - !/4' 0 X 7/8' CALK -IN ANCHORS, AS MANUFAICTURED BY a1FWALT INC (t',-1500 F,Ill,) . , i - -- - - ---- - E GALVANIZED STEEL STORM PANEL DIIAmIt, &� . - I . iP 20 SAO ,4-10 PMELMATE FEMALE 0 AND PANTIVAIT' PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTM f- - ..I, I - - PRODUCTS (V2071 P...T) - - �� ...... I - I - o""U"C"' . .. I / 111LIECOINic \ GLOBAL PROTECTION PRODUCTS. LLC. MIE I - �. $.� 51 SIRM --- , , 'L F' Sm, - , - Tg�- . ElIFFIRKEORING �ANY D G,,,)m-,,,, 20-176 ,= ,----.... m,ae, ,95,T)"i'll-IS"s. ,-A. � T F.0 - - i - DRAWInc III, " -1 = A !" - 2. w 2$ I`� SEAL,15cHAX,%ffif/Ak1T ek-01,067" 1 - WALTER A T,lUF 44"i, ::1 - 17- I I - - ML� - 4 1 - - TION DETAILS F92-j4ERIES 2000 AND 100() E-Z HAN-G jjjORM - - lin"ANG, � P`NF`R`T`�Ai"`(`RF � � �i��- fm 9aW,A`,, a '"', T� " F---' ,:�,, Z,Wz�� _ -\ ��, , co"Cen AMCIWC ` I ------- C , - z� -,�')- sHur, M - '1-�4 � - -, .-M) - (-Mm- 1� a) � I - . :�, % �,,_, ,%-,;;c14V - - V �,� FIAT - ". 1 � I/ I - . I'_ I -11 i � , � I - - , = I � � T -111"I'l, ,w? . -,.-A -1 --� -',, - �11 `FXGIT� - . 1 1 -tv-g;c-�-e , i I I r:� --- - [ -1 1, �77, -- \ � / - w , - IT "I ., r-�Or4.i - �� , 'OULMED I I I '-'� Lq=�� 1 1�1 ..� I - �Nl I - I x � - -,',� , : _-v � 'I, UP I I -/1, � W*,Wre \ \ I -, " - I ,_,I 0�1 MR `,�, * t - ----. I �� I "" I I 1, I ,,'� �� ,- "",\ ; .11 , �, - I -Ilrwo-�,�-" I , \ - ,,�,, , , nZat I - f" I I - , - ------ 1-1. � � . 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Z 20 GAGE GALVANIZED STEEL STORM PANEL MULTIPLYING SPACING SHOWN 9*1 SOMMOULE XRVL En an mulmig E W�� , -:�% STATE i . .. 41Z ,f - DFAMIll ST, - III THE FOLUMSFAM FACRIM FOR TVTS m 1-,i 0,,'-. Ft, !� �;:�� OPERATION, To GO PCS"LF REWM - I'!IT - .. I ..DRI . p - ----�> ,,---V------r ------ -----'\ tCTS. LLC. ' , I SPACING OBTAINEOT USING FACTM SHAUL #I' - - 001 - - GLOBAL PROTECTION PROOL 011E, BE =3 THAN .11,100" Si`AC%4 OWATED - I -1 1. ?V!7. ro L P--,,4�,- / 11LIECOm., \ "m �* bi STROUT - MR OCR ANCHOR TYK ON TIOS SCHIMILLE r I - - "111-Z , *t �14 , , t 1, , ;�e) mur mvylga * --- -- 111- -1- I IN ..... Hill, � / MM �, . . .rmmz-r�fgy FAAE, n- "12- , CB,H9 , , - I-, OUR - - I-) #-An - 00-114S, FAX, 1.64TAW-M7 20-176 Pf. SIMI-11SIGNATumi CA-41105711; --L� ihALTER A, As, `2"l W`� 1 - I - 1"j, " 67 -.1 fLmFA k A41 11*0 IS .It - I . d P&M mmmm I E-Z HANG STORM PANQ. SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D�) HAS BEEN VER,IFTET Mi COMPLIANCE IN D 1) MINIMUM EMBE MIENT OF TAPCON ANCHORS Mo PANEUMATE FIENALE ID III PMVI PLUS INTO CONCRETE , 1, ACCORDANCE WITH T14E 2,020 (7th EDITION) OF TKE FLORIDA BUILDING CODE- Ep OCK SHALL BE I 1/4, DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION I S20 OF THE ABOVE MENTIONED COEC� 112) MINIMUM EMBRIM(Eiff OF 1/4-0 X 7/8- CAUX-IN ANCHORS SHALL BE IS ?/8" INTO CONCRETE. Fop A WING SPEED AS REOUIRtD BY THE JURTSDUTION irRE THESE S.4VF1TRS WILL BE INSTALLED Ad� NO �MBEOMENI INTO ANY FINISH MATERIAL SHALL BE PERMITTED. A FOR A DIRCCIFIDNAUTY FACTOR K4�0,85. USING ASOE 1-1 AND SHALL NOT EXCEED T14E MAXIMUM (ILS G�) 1/4 0-20 SS SIDEWALK DOLTS IWO SHALL RE LONG ENOUGH(SHOULD ANY fINTSH MATERIAL EMT) 70 DESIGN PRESSURE RATLKS INDICATED ON SHMS 25 III, 26. ENGAGE 3/4' IWO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE I-IlB SMALL BE FIRST REDUCED TO A.S.Q OIESIG IN WIND LOADS BY MULTIPLYING THEM BY 0�16 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAN" BE FOUND ON THE: EXISTING WALL, TO COMPARE T14ESE W/ MAX. (A.SQ) DESIGN PRESSURE RATINGS INDICATED ON SHEETS ;T5 & M ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SMUCTUPF BEHIND SUCH PATIELS. MO4OFU`G`F SMALL BE AS MENTIONED IN 0.1) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS On USED IN THEIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WTT14 T4-0.S 2015 (C) ANCHORS SHALL BE iW-AL.LEO FOLLOWING ALL OF THE RECOMMENDAI)ONS AND SPECIFICATIONS OF *,HE ANCHORS MANUFACTURER, STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF THE ABOVE MENTIONED CODE AS PER FENESTRAWN TESTING LASORRATORY, INC. REPORT 0 2032. AS PROTOCOL' TAS-201, 11 n SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO VERIFY THE SOU40NESS OF THE STRUCTURE WHERE SHLFTER TAS-202 AND IAS-203. IS TO A ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK *CMING THE OPENING FROM THE 1 THIS SYSTEM HAS BEEN DESIGNED TO BE IRSIALLED ON THE OUTSIDE Or THE OPENNO AL OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR UFT, THIS APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUC ALL SHUTTER COMPONENT EDi WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WING/RAIN INTRUSION CAUIK AND SEAL Sijtjtri�R TRACKS AU AROUND FULL 3. SERIES TOM INSTALLATION IS APPLICABLE TO SINCIE MO DOUBLE HUNG STYLE WINDOWS WHEN NSTALIAITON IS REWRED TO BE LENGTH PERFORMED FROM THE INSIDE Or STRUCIVIRE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRTAWFNG FLuS ANY BuILDING AND IONING A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. flSoALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE Of S`FRUCTURE. " ATRIUM WINDOWS AND DOORS, INC E - Z HANG STORM PANEL SYSTEM' IS PATENT PENDING -1. ALL ALUMINUM EXTRUSIONS TO BE &063-16 ALLOY AND 1EMPER (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT4AILLAIJON DOCUMENT (PE-D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRON111C INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D 6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY, (t,3 . CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF 7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON 06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY, 5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL 9� BOLTS TO BE ASTM A-307 GALVANIZED STE111- OR ATSI 304 SERIES STAINLESS STEEL, WiTH 36 III, MINIMUM `61ELD STRENGTH. BECOME THE ENGINEER OF RECORD (C,OLR.) FOR THE PROjECT AND WHO WILL BC RESPONSIBLE 'OR THE PROPER U517, OF THI. P�E.D, ENGINEER OF RECORD� ACTING AS A DELEGATED ENGINEER TO THE PX11, EMOINEER. SHAL, 10� ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS 'AFTER 7HE SM SPECIFIC DRAWINGS FOR REVIEW I IA) M-DLMWMURED-_QfLRETE: (e) THIS PIE-11 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TNE PROFESSIONAL ENGINEER OF : I/4.00TAPCON ANCHORS AS MANUFACTURED BY iTW RVILDEX, INC. (MIN. f'C-3192 P.*,i) RECORD THAT PPEPARME- ,IT I /4" X 7/8- CAU(-IN ANCHORS, AS MMUFACGURED BY DEWALT INC. (MIN, Vc.1000 p-AQ *0- STORM PANEL MMTJFACTURfA'S LABEL SHALL BE LOCATED ON A READILY VISISI.-- LOCATION AT STORM PANEL IN I - I I A- To PANELMATE FEMALE TO & PANE�MAIIE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSPRUCGON f1fibi ACCORDANCE Wait SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SMALL OF PLACED FOR EVERY OPENING . (V3350 P., Li LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING COM A, 1) MINIMUM EMBEDMENT OF TAPCON ANCITIORS MO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PAN"ArC FEMALE 10 & PANEUMATE PLUS. A2) MINIMUM EMBEDMENT Or 1/4-0 X 7/8- CALX-IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO MY FINISH MATERIAL SMALL BE PERMITTED 114- 0-20 55 SIDEWALK BOLTS UM SMALL i3t LONG ENCTLIGH(SHOULD ANY FIRSH MATERmL EXIST) TO ENGAGE 3/4- IN70 ANCHORS. 0,100INHIN", pl�tf� A. tyQ%%, , - , A!) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POLING ON TME EXISTING WALL OR A,P, ....... v . FLOOR, ANC14ORS $HALT, BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORAGE SHALL p -$ ,*\)r,ENse`-"ep BE AS MENTINtP IN A,I) AND IN A,2), 11 .1.1 , \ " No. 44167 '. z (8) 1Qj=Tm-0smREmJ%&-.-kk,- i . � z = * : - . .1 FLORIDA - I/IV 0 TAKON ANCHORS AS MANUFACTURED BY T T IN SIALDEX, INC - - =- t � *z- BUILDING CODE (Hlgh Velocity Mu cone Zoms)_ - I � . - � '.. ,* .Cm T, RIC Fn - !/4' 0 X 7/8' CALK -IN ANCHORS, AS MANUFAICTURED BY a1FWALT INC (t',-1500 F,Ill,) . , i - -- - - ---- - E GALVANIZED STEEL STORM PANEL DIIAmIt, &� . - I . iP 20 SAO ,4-10 PMELMATE FEMALE 0 AND PANTIVAIT' PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTM f- - ..I, I - - PRODUCTS (V2071 P...T) - - �� ...... I - I - o""U"C"' . .. I / 111LIECOINic \ GLOBAL PROTECTION PRODUCTS. LLC. MIE I - �. $.� 51 SIRM --- , , 'L F' Sm, - , - Tg�- . 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ANY WAY To Mo AN, z ' � - - - j i k4qx,T*Ni S _2 '. . .=. "LITOL, 1P . 20 GAGE GALVANIZED STEEL STORM PANEL S p . STATE OF .. = A\ I I � ` - . CIZZ ORII'll & DETAX I I r I M. 7 -.777=7 7 1 ' YEA / I I E j 0 - \ GLOBAL PROTECTION PRODUCTS, LLC. ""'S"' SCALE 1/2' . I' I , 1-v�- I `�-� , I L IN , .we se, 3, wFw -.,. mv- g , TI: 04411"Foso COMPANY awt F1. 10iii. I a - , 2 Y=;,.?F*A � .1. P� IIISAIGNI-71,4, FAX (.S.Ulel�", 20-176 -.1 'c n-. , 06001mmil I I sv".,NN,VT- CII-001`114 .� I �m R [ �� $-an - ; 7 - I I I � 111 !um' MkL :J= n-L- "A", , -0" (1) (1) C- U) -00 (3) -'a 0 > = L_ L- -0 (1) 0- = 0 0- 0 L- = m -0 0- . -6-0 a) (2) 0) 0 -4-ti, U) -11�J` C= = M -cu ,- (1) -0 Q -0 -0 = 0 -0 -= (1) L- 0 EL = 0 5g: = = .0 LL - 4-i' %+- m m 0 M 0 > - . " U) a) L- -P.-I ca. Cl) C-- Cu ,40- -Mu 0�.. �- -0 .= W < L� 4 z w mi 41:10") <�� i:-j_ �z cn .1-1 4 1 z - . . Cn " (1) (1) C: m L) m L. " = z: �5 =4 1 r- - 1�: C�7 cc L.:, .1 GW >4 = LA- CL. cc C= - 1- 1 � .0 z (v I 2! - 5� . 2 w " " ; 21- :�5 = ;-. F- = C, J= .e w " :1::� 1-1 , 3� M .;6 3: a, 03 .= W = . �; 0 = = �, cr- -5- J= VS = F- CC m C.�; - 1!� -*--A (1) (1) -C= U) m > 0 L- CDL 0- < -6-0 0 =3 0 0 L- 0- (3) U) CIO m SHEET NO. IS H 1 .2. w :5 < a z < -j 0- INSTALLAIION DEJAILS FOR OTION 42 FOR LIFE SAFETY M- E-ANEL SYSTEM INM EXISTING POURED COI lj4' ITAKON MC4ORS IJ4" TAPOON ANCHORS IJ4* TAPCON AFICHORF 1/.' TAPCON ANCHORS a 9, Ox. -- _4 9. D.C. . - - 4 91 OC� - _., 9' O-C d P&M mmmm I E-Z HANG STORM PANQ. SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.D�) HAS BEEN VER,IFTET Mi COMPLIANCE IN D 1) MINIMUM EMBE MIENT OF TAPCON ANCHORS Mo PANEUMATE FIENALE ID III PMVI PLUS INTO CONCRETE , 1, ACCORDANCE WITH T14E 2,020 (7th EDITION) OF TKE FLORIDA BUILDING CODE- Ep OCK SHALL BE I 1/4, DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION I S20 OF THE ABOVE MENTIONED COEC� 112) MINIMUM EMBRIM(Eiff OF 1/4-0 X 7/8- CAUX-IN ANCHORS SHALL BE IS ?/8" INTO CONCRETE. Fop A WING SPEED AS REOUIRtD BY THE JURTSDUTION irRE THESE S.4VF1TRS WILL BE INSTALLED Ad� NO �MBEOMENI INTO ANY FINISH MATERIAL SHALL BE PERMITTED. A FOR A DIRCCIFIDNAUTY FACTOR K4�0,85. USING ASOE 1-1 AND SHALL NOT EXCEED T14E MAXIMUM (ILS G�) 1/4 0-20 SS SIDEWALK DOLTS IWO SHALL RE LONG ENOUGH(SHOULD ANY fINTSH MATERIAL EMT) 70 DESIGN PRESSURE RATLKS INDICATED ON SHMS 25 III, 26. ENGAGE 3/4' IWO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE I-IlB SMALL BE FIRST REDUCED TO A.S.Q OIESIG IN WIND LOADS BY MULTIPLYING THEM BY 0�16 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAN" BE FOUND ON THE: EXISTING WALL, TO COMPARE T14ESE W/ MAX. (A.SQ) DESIGN PRESSURE RATINGS INDICATED ON SHEETS ;T5 & M ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SMUCTUPF BEHIND SUCH PATIELS. MO4OFU`G`F SMALL BE AS MENTIONED IN 0.1) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON �HIS P1,O. AS TESTED WERE NOT OVER STREWED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS On USED IN THEIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WTT14 T4-0.S 2015 (C) ANCHORS SHALL BE iW-AL.LEO FOLLOWING ALL OF THE RECOMMENDAI)ONS AND SPECIFICATIONS OF *,HE ANCHORS MANUFACTURER, STCRAI PMEI:S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1825 OF THE ABOVE MENTIONED CODE AS PER FENESTRAWN TESTING LASORRATORY, INC. REPORT 0 2032. AS PROTOCOL' TAS-201, 11 n SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO VERIFY THE SOU40NESS OF THE STRUCTURE WHERE SHLFTER TAS-202 AND IAS-203. IS TO A ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK *CMING THE OPENING FROM THE 1 THIS SYSTEM HAS BEEN DESIGNED TO BE IRSIALLED ON THE OUTSIDE Or THE OPENNO AL OR WOOD FRAME BUILDINGS. INSIDE W/O THE USE OF A LADDER OR UFT, THIS APPLICATION IS VAUD WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUC ALL SHUTTER COMPONENT EDi WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WING/RAIN INTRUSION CAUIK AND SEAL Sijtjtri�R TRACKS AU AROUND FULL 3. SERIES TOM INSTALLATION IS APPLICABLE TO SINCIE MO DOUBLE HUNG STYLE WINDOWS WHEN NSTALIAITON IS REWRED TO BE LENGTH PERFORMED FROM THE INSIDE Or STRUCIVIRE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRTAWFNG FLuS ANY BuILDING AND IONING A. SERIES 2000 INSTAILLAIVON IS APPLICABLE TO SINGUE AND DOUBLE HUNIC AND HORFZONIAI SLVERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. flSoALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE Of S`FRUCTURE. " ATRIUM WINDOWS AND DOORS, INC E - Z HANG STORM PANEL SYSTEM' IS PATENT PENDING -1. ALL ALUMINUM EXTRUSIONS TO BE &063-16 ALLOY AND 1EMPER (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT4AILLAIJON DOCUMENT (PE-D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRON111C INFORMATION DR A SEE SPECIFIC PROUIECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-C,D 6� ALL ALUMINUM SHEET MFrAL USED At UQSVR-,S SHALL PAVE 3105-H14 AUDY, (t,3 . CONTRACTOR ,O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SVC" OF 7. ALL STEEL SHEET METAL PAN" SHALL HAVE SIOUCILIPAL DUALITY STEEI, ASTM A-652l, GRADE 50 Alm, 0.4-364,0ZED STEEL THIS PRODUCT BASED ON THIS PE,C. PROVIDED HF/54E WES NOT DEVIATE FROM THE CONDITIONS trVALET) ON 06SKIMAITION WIFy. 58.5 VAT (AFTER, ROLLJED). THIS DOCUMENT CONSTRUCTION SAFE AT SITE IS THE CONTRADIDIT'S RESPONSIBILITY, 5- ALL SCREWS TO BE STAINLESS STEEL "A OR ZIO AST SERIFS OR CORROSION RESISTANT CITATED CARBON STEEL AS REG DIN (e) THIS PRODUCT EVALUAII014 DOCLNENT WILL 89 CONSIDERED INVADO IF UMFIM SOOTS W1 50 kIli YIELD STRENGTH AND 91) Cli TENSILE I'TRENGTh & SHAUL COMPLY W/ FLORIDA BUILDING CODE SECTION ZAII.3-3.4 (d) WE SPECIFIC PROJECTS SMALAL BE PREPARED BY A FLORIDA REGISTERED FNDMEFR OR ARCHIrur WMC14 WILL 9� BOLTS TO BE ASTM A-307 GALVANIZED STE111- OR ATSI 304 SERIES STAINLESS STEEL, WiTH 36 III, MINIMUM `61ELD STRENGTH. BECOME THE ENGINEER OF RECORD (C,OLR.) FOR THE PROjECT AND WHO WILL BC RESPONSIBLE 'OR THE PROPER U517, OF THI. P�E.D, ENGINEER OF RECORD� ACTING AS A DELEGATED ENGINEER TO THE PX11, EMOINEER. SHAL, 10� ANCHORS TO WALL SMALL BE AS FOLLOWS SUBMIT TO THIS 'AFTER 7HE SM SPECIFIC DRAWINGS FOR REVIEW I IA) M-DLMWMURED-_QfLRETE: (e) THIS PIE-11 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF TNE PROFESSIONAL ENGINEER OF : I/4.00TAPCON ANCHORS AS MANUFACTURED BY iTW RVILDEX, INC. (MIN. f'C-3192 P.*,i) RECORD THAT PPEPARME- ,IT I /4" X 7/8- CAU(-IN ANCHORS, AS MMUFACGURED BY DEWALT INC. (MIN, Vc.1000 p-AQ *0- STORM PANEL MMTJFACTURfA'S LABEL SHALL BE LOCATED ON A READILY VISISI.-- LOCATION AT STORM PANEL IN I - I I A- To PANELMATE FEMALE TO & PANE�MAIIE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSPRUCGON f1fibi ACCORDANCE Wait SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SMALL OF PLACED FOR EVERY OPENING . (V3350 P., Li LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING COM A, 1) MINIMUM EMBEDMENT OF TAPCON ANCITIORS MO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PAN"ArC FEMALE 10 & PANEUMATE PLUS. A2) MINIMUM EMBEDMENT Or 1/4-0 X 7/8- CALX-IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO MY FINISH MATERIAL SMALL BE PERMITTED 114- 0-20 55 SIDEWALK BOLTS UM SMALL i3t LONG ENCTLIGH(SHOULD ANY FIRSH MATERmL EXIST) TO ENGAGE 3/4- IN70 ANCHORS. 0,100INHIN", pl�tf� A. tyQ%%, , - , A!) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE POLING ON TME EXISTING WALL OR A,P, ....... v . FLOOR, ANC14ORS $HALT, BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORAGE SHALL p -$ ,*\)r,ENse`-"ep BE AS MENTINtP IN A,I) AND IN A,2), 11 .1.1 , \ " No. 44167 '. z (8) 1Qj=Tm-0smREmJ%&-.-kk,- i . � z = * : - . .1 FLORIDA - I/IV 0 TAKON ANCHORS AS MANUFACTURED BY T T IN SIALDEX, INC - - =- t � *z- BUILDING CODE (Hlgh Velocity Mu cone Zoms)_ - I � . - � '.. ,* .Cm T, RIC Fn - !/4' 0 X 7/8' CALK -IN ANCHORS, AS MANUFAICTURED BY a1FWALT INC (t',-1500 F,Ill,) . , i - -- - - ---- - E GALVANIZED STEEL STORM PANEL DIIAmIt, &� . - I . iP 20 SAO ,4-10 PMELMATE FEMALE 0 AND PANTIVAIT' PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTM f- - ..I, I - - PRODUCTS (V2071 P...T) - - �� ...... I - I - o""U"C"' . .. I / 111LIECOINic \ GLOBAL PROTECTION PRODUCTS. LLC. MIE I - �. $.� 51 SIRM --- , , 'L F' Sm, - , - Tg�- . 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TAPCON ANCHORS a 9, Ox. -- _4 9. D.C. . - - 4 91 OC� - _., 9' O-C -0" (1) (1) C- U) -00 (3) -'a 0 > = L_ L- -0 (1) 0- = 0 0- 0 L- = m -0 0- . -6-0 a) (2) 0) 0 -4-ti, U) -11�J` C= = M -cu ,- (1) -0 Q -0 -0 = 0 -0 -= (1) L- 0 EL = 0 5g: = = .0 LL - 4-i' %+- m m 0 M 0 > - . " U) a) L- -P.-I ca. Cl) C-- Cu ,40- -Mu 0�.. �- -0 .= W < L� 4 z w mi 41:10") <�� i:-j_ �z cn .1-1 4 1 z - . . Cn " (1) (1) C: m L) m L. " = z: �5 =4 1 r- - 1�: C�7 cc L.:, .1 GW >4 = LA- CL. cc C= - 1- 1 � .0 z (v I 2! - 5� . 2 w " " ; 21- :�5 = ;-. F- = C, J= .e w " :1::� 1-1 , 3� M .;6 3: a, 03 .= W = . �; 0 = = �, cr- -5- J= VS = F- CC m C.�; - 1!� -*--A (1) (1) -C= U) m > 0 L- CDL 0- < -6-0 0 =3 0 0 L- 0- (3) U) CIO m SHEET NO. IS H 1 .2. w :5 < a z < -j 0- INSTALLAIION DEJAILS FOR OTION 42 FOR LIFE SAFETY M- E-ANEL SYSTEM INM EXISTING POURED COI lj4' ITAKON MC4ORS IJ4" TAPOON ANCHORS IJ4* TAPCON AFICHORF 1/.' TAPCON ANCHORS a 9, Ox. -- _4 9. D.C. . - - 4 91 OC� - _., 9' O-C L� 4 z w mi 41:10") <�� i:-j_ �z cn .1-1 4 1 z - . . Cn " (1) (1) C: m L) m L. " = z: �5 =4 1 r- - 1�: C�7 cc L.:, .1 GW >4 = LA- CL. cc C= - 1- 1 � .0 z (v I 2! - 5� . 2 w " " ; 21- :�5 = ;-. F- = C, J= .e w " :1::� 1-1 , 3� M .;6 3: a, 03 .= W = . �; 0 = = �, cr- -5- J= VS = F- CC m C.�; - 1!� -*--A (1) (1) -C= U) m > 0 L- CDL 0- < -6-0 0 =3 0 0 L- 0- (3) U) CIO m SHEET NO. IS H 1 .2. w :5 < a z < -j 0- INSTALLAIION DEJAILS FOR OTION 42 FOR LIFE SAFETY M- E-ANEL SYSTEM INM EXISTING POURED COI lj4' ITAKON MC4ORS IJ4" TAPOON ANCHORS IJ4* TAPCON AFICHORF 1/.' TAPCON ANCHORS a 9, Ox. -- _4 9. D.C. . - - 4 91 OC� - _., 9' O-C w mi 41:10") <�� i:-j_ �z cn .1-1 4 1 z - . . Cn " (1) (1) C: m L) m L. " = z: �5 =4 1 r- - 1�: C�7 cc L.:, .1 GW >4 = LA- CL. cc C= - 1- 1 � .0 z (v I 2! - 5� . 2 w " " ; 21- :�5 = ;-. 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L �10 I r I: (MAY BE RE'ERSEP) I r ' � I I � _' - I - - , , - =7- lae it- 'F , I , I ___ I (fi I t;T , 4', �_ - .�i�� I - ' �2 1 , , � ,f �, O=e /r/i7 I �T �] 1,3,75- IL '� I HEMMED GILLIAN, THICK - 67 -MALL ZOD STE '1� `�� . - .0 �� Be ,e 4� jfj� I EDGE 2.000- : _w 4 � AS'N A833 NkI. � 1.015, _ ,�__: I GRADE aO WNIMUM 14fr-. ;�` i 2,125' 1 . I 1 ___ C-50 GALV. Er __� I DETAIL A I � .084' -1 ,,,. 1 -125' I . - -ITYP ) i,,P,) I- I L , .._ n - � - - - - - - - - I - - - - - - I - - - - _j t I L -11 I I S - __ - . . . . . . - ,-3w - DETAIL - - 1000* I - i PANELS SHAU BE INSTALLED ALWAYS - '- L 2,Da7 - - I MIA LEM To RIGHT W/ 1/2* CEO AT 00 AT LEFT SIDE OF PANEL (�) !W-ffAm (�) WE' TRACK (�) ANQU-MMUM I � -1- ,�, , � TYPI TOP O)CIE 0,024" (Mm') � OF PANEC ILI' 'I'll- PANEL's ONG, Lp 'I ,,,� . I ". 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"I IN 0, , - 40,0011 - --- � INA -Pomm I mf'lc"��wx, Nm � �,m S NOT GPoWP .�Gl 11 RT PE 1R"1t._,wNC/TmPTL ,IAL - MA � Atol, .. ps :! � ,�7 �`,- �::`!-��r-__`!14` — I - I ANrLSCI) k%REMWNM AT 191! OR 801mm C', * MAXIMUM PA14EL LENGTH %+- OR %-" (fi.) 0 MAXIMUM A,S,D. CONCRETE & WOOD SESILON PRESSURE RATING INSTALLATIONS t (It.0 (+ ., -) _L+ _T_�____ t2,-o, Ir-0- ____.�_V_ 25.0 Is-0. Il'-s' 11,-8, HI*t;,, ____±�_O_ �" a w-fo- --T3;- a- _. -To-- G, __._;0_7_ - _,; - vl;� ___,;ia_,__ 97__�= __ W--9- inii ...... - 1__1i;1_;; 117_�,. - -i-_ __ - a __r - _r +-.-- , , i_;�_, - - ,�__. - ;7- i ___ ___ i ;I- __ --ii-a- - __ - - i� , * 7'-O* --r-4w - ______ 7*-G, __ - MO, - , __ Is.0 - 7.-,5. r-w, sv�v . _7__F_ G1_7_, __ �_T-_�F_ - aio _ r�� ____;,______ "D __ - ti.-;;7 ____ __ ;,-r -,-- - ".3 ---------- _ ___ _ - ___ __ IODIO _!�2L_,_±L__D' 6,-5, 3'- T 1, - '05", :3:�- - T -�,-:7,-- - 1 1 i�a_ ____ 5� __ I ?&a - - — I I I me - I - _51-6. I il-5-1 REM QMRETE BLM A MMID (t) _3* MAX- - � _ _ _ _ ANCHORS (SEE. SCHEDULE ON SHECTS To .") - I I' MIN, I ....... _ � -1 - - - - - - - -, 0 imr. I & 0 b, 1 /4, 3/4, 4/5, 5/5 & 6/5 IW/6, 2W/6, SW/7 & 4W/7 3, MAX - - - - _ - -,-- . � 1* MAY. - '�_, a i I 7 I--,- -1 _,_ -1 F_ 11 - --f- , . f ,-.I D. M., k��). tA), kt�v, I f- -I -� - 1 r I- l --- - ' -, -,_1_�_F_F__T_ --- ACH-W , �A - - - 4 1 .. � ,. .. T I � i I � MAXIMUM PANEL LENGTH "L+' OR %-" (ft,) 0 MAXIMUM A-5-0- DESIGN PRESSURE RATING (P. 0 (. - -) CONCRETE & WOOD MIALLATIONS t L+ L__ __ 20LO __ _ _T5 _0 Te-e fjt_O* 1.1-10" , If'-7, ma - TF�T- -,;�- -r -1 .__ __ 0 - IW-101 #,_9_ _- Zo - ;7- e i�_-i�+_ ___W0_'__ 1____Wa__1____ . jj-Cj7---- _$0-_F_'__i7-7 T_ - - " j�-�-- _�_ ..----I--- 11_!� -- j�- -- a;- - �Wb__ - - _;r__O�__ - -�7 -,;- ------ ----...-.- 7 7`2' _____!H___ Poo- _r__6*_ __ 750 _7`5, I.-,. _f-_T1' ti,-a* _____wv_ -,- &S�D Wo' _,_,;5_v,_, lw,�_ __��-__ 7_0�- , - T_;;� , ,_T_F_, __W'__T__ _6r_5____ --T;Z-- - -;:- -I -7--17- _3�_��__ TOLLE) 51-3. 1�_. _— -,---I--- ,,.,a :--J-,--,--1 __ ___J_ ,,sD, � - 17;�_ ,o- 1 TIB6 f - 1 e-s- 1 MINIMUM SEPARATION TO MASS SC,AEOUU UAXII PANEL ____ WIND SPEED 4 170 P-h - WIND SPEED � 170 -a-h OP) � [ItEWR40EV � I ��RED RESTRAINED 1250 OR LESS i t"3 70 " 1 i I. _�__ 11 I I - /2* i 7 1/2' 1 _ - I 1 �1/2 _�� 6), U or Q5 I I -, , 1, ! 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AT�Uc HEAbCR ANGLE IF" TRACE lor"w. i ,!o IT= ANGLE 9 = - *AM I I.MUNES - - I DIRECT ,WONT 11. 1 32. _ 32, W. 55" 50, I so* _ 4 w 1 32- -3;r - N. __ - 42' - w 3 '. . 1 - 3 'I- TRACK I 55' I 32' 32- 42- W 1 w 1 Sa. . . . . . I @1PUjI T Ifivv�zziff *'I SIDE a;�M - - 50' 1 32 I 32" 39, . . 56' , 56' !I sa, I BUILD4UT 'I" T,A'5 _v_iv__Q_02zm_ --;F- I 32- I 1 ,tr 1 w- I - L_E�� wi. CAP 7_�_, f- /- - Is - '*I � I TO) - __ __ �_11 N,T,S, "'A'S' OIL) L+; t"MIU61 ALLOWABLE PANEL LENGTH FOR A CNEN POSITIVE A.SIL DESIGN LOAD L W ALLOWA13LE PANEL LENGTH FOR A OVEN NEGATIVE A,1540. DESIGN LOAD. Ti) PROCEDURE TO DETERMINE MAXIMUM PANEL MNOTH, GIVEN A POSITIVE A.SZ, OEM- LOAD, DETERMINE I"Al PANEL LENGTH *L-' FROM S('>0U[mJLL. GMEN A NEGATNE A,S.D DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L-* FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE PANEL IDIOM 13 EQUAL TO PIT MINIMUM DETERMINED PANEL L04M BETWEEN 'L+' AND %-� 0) SEE SCNEOLIUE BELOW FDA MIN. PANEL LENGTH FOR POROSITY CIAILNUCATICITL t INSIFALIATIORS INTO MCOLD AAE UUM TO I, 95 P.1 MAX A.&M DESIGN PRESSURE jATt- . 4", It & It FOR ", &sm. DESIGN LOADS It MAX PANEL LEADY'", 10, I ir , . IS== � I, lot" .,�c I I SPACER Q IS USED, q. ,0 kN %. 11 FLORIDA BUILDING CODE (Mort High Vattv � . I,31;k . RUIrritarte Zen . . * . " � * .1 0,44167 -. -_ ! Om TILIECO, INC. .Lfy 24 GAGE GALVANIZED STEEL STORM PANEL "' I GRAIN 11' . * : E " 1. -TATE [I- �= �__-_- �`- �. , --- ----' �_\ � IILIECO..c, I Z � GLOBAL PROTEan ON PRODUCTS, LLC. (17,127/2,0,81, LATE � � '� : - �;� -,,��z - . p1j)tk �.,*_ - _ S. � 0 'Aj �;I� I TAoIT TICIFTING & �� C-ANY - ttr� . -,- n ... IM elf, 51 STAR- GAME IT. AMH, 20-175 i ., , - � - 0, � ;�� _�Q I,< I -1 ____ ____ - - MIN -I,*, - a CIA* -1-1-1 _� INKNE, (ANAIM-7:HIL 'AX B.�__.T., ______ I - - � � - ,-,---,-,--- - --.-------- __._'______r_--i 1Q_L`i:t51INg._v"Q._1mm1 spLCE&_w&ET__1�,_m_Q.U_"_ I(C) I I STORM PANEL iif� ON THIS PRODUCT EVALLIATION DOCUMENT CPF_ .) IV& KEN VERIFIED FOR COMPLIANCE N .ACCORDANCE - 1/4-11 TAPCON ANCHORS, AS MANUFACTURED BY IT W SwLOEX, INC, G)IORM I P �-D AT I WITH THE 2020 (7II EDITION) Of THE FLORIDA BUILDING CODE, THIS , PINE, SHALJL NOT BE INSTA ` H" - 0 14- 1 0 PANELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BIT ELCO CONSTRUCTION MOUCIS. VELOCITY NURAKANE ZONES TMNAAN_GAQE / SAIDWARD COUNTIES) - 1/4-0 LAG SCREWS PER NOS_ DESIGN MND LOADS StIALL Be DENLRMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CC"� FOR A SkSic WINE - 7/16 .. , 5/b . WOOD BUSHING. As DISTRIBUTED BY ALI, POINT 1CREW. BOLT & vtColry CO. SPEED AS PEOUtRED BY THE 4VRTSDKTnLN AMERE SDORM PANEL WILL BE iNSTALLEL, AND FOR A DIRISCHONALFFY FACTOR I XD-O.SS, V54NG, ASCE I-V6 AND SHALI, NO EXCEED THE MAXIMUM (tA-,5,O,) DESIGN PRESSURE RATINGS LNEICA,EO ON S-ECTS C 1) mINNI THRE&CD PENETRATION INTO WOOD OF TAFCON ANqHGP5 SHP�Ll BE I 1/2' AND 2* FOR ELCO PAhELMATE PLUS 3, 10 THOU 12 4 17. 18 AND PAINELMALf FEMALE M 94 ORDER IQ VFALRY T4. AETWE CONIDITION, ULDNAME DrSTGN WIND LOADS DETERMINED PER tLSCE 7-16 SMALL BE FIRST AIDUCED 10 XSO. DESIGN PROMPE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE 'PiM W/ MAX (AS D) C Zjl MINIMUM THREADED PENETRATION OF LAG SCREW, INTO I WOOD FRAME UNIT $HALL 5-1 1 1/f No THREADED DESLON PRESSURE PAIINGS ; I 2 A, 17� Is, TION INTO SEUCCC SH41 AS CONSIDERED AS PART Or THE ACQUIRED THREADED PENETRATION IN PAPER TO VERfFY THAT AMC DR5 ON THM RED AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN AUO*ABLE SIAM EDE, WIFE) LOADS WAS MT USED IN ILE04 ANAL-111S. FAISTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C-1) uINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALI BE AS INUCATED IN, ,THIS DRAWING ACCOR 4NCT WITH N.ITS. 2018 STORM PANI'S ADEQUACY FOR IMPACT AND WIND RMSTANCE HAS BEE14 VM'IED IN ACCORDANCE WITH SECTION 160.1.2 OF CA) MR41MUM PENETRAION OF WOOD PUSHING SHAkL BE 5/6' 1/4' #-2Q SCREWS USED SHAQ BE I I/?' LONf MINIMUM tHE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FI-O*IDA REPORTS; 1WI401-01 AND #0219.02-cg� A� - - - - - ___ PER SSIO 42-0 III ASIM C 330-02 STANeANDS, MO AMERICAN TIESTING LIAR SODTM FLORIDA REPORT 111-�3010 AS PER T�I.S201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATION', PERFORMED IN ACCORDANCE W/ SECTION, 160t OF YHE C.5) IN CASE THAI PRECAST STONE. rIP PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON 14C EXIVRe "I 9"t OA BLAI-DI-C CODE WALI_ ANCHORS Sl� BE LONG ENOUGH To REACH THE MAIN STRUCTURE BEHO40 SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) A, CA) 2 At. AL MI 1) EXTPUSIONS 10 BE 605,5-T6 ALLOY' ANID FEMPER (UNLESS OT41 ISE NOTED) SEE SHEET. 2 � U N M RW (01) ANCHORS SHALt BE INSTALLED FOLL,OWING, ALt Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'5 MmUrArTifto �, ALL, ALUMINUM SHEET METAL, USED AT CLOSURES 5AALL HAVE 3,[05-H14 ALLOY, 6 PANELS MAY A" BE WSTALLEC HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I IHRGLIGM 6 (SHELTS 4 I It ALL STEEL 5ffFV METAL PANELS S'AALL NAVE STRUCTURAL QUALITY Ma, A',TU A-653 GRACE 60 WNIMUW, G-80 G%LvANIZED 1HRODOH 5) FKCEPT THAT HEAC,ENSIQ &a SHARI P40T BE USCG� STEEL GESIGNAUKIN W/FY- 92 2 J,m (AFTER POLLED) 9 TV 101AU BE THE RE PON5,5VITY 01 THE CONTRACTOR TO VERIFY THE SOUNDNESS or THE STRUC'URE WHERE SHEFFER IS TO BE 5 , R ANC�ORW I ONLY BE ATTACHED TO CONKRETE� L CK ALL SEREWwS 70 BE STAINLESS BIER 304 OR 516 AJSi SERIES OR CORROSION RESISTANT rOATEr CWBON STEEL AS PER VIN A 0 INSURES RE .E. THIS SHUTTER SIALL SI 0- OR WOW FRAME .Z.,��,-Ick I PRO 500;8 W1 50 4ei YIELD STRLMCTH AND SO k*; TENSILE STRENGTH AND 5HAAL COMPLY W1 FLORIDA BUILDING COLE SECTION 211 3 14 EACH,, REGULAR S70RM PANr, WJT�! LENGTHS OAR 90'. AS PER SECTIONS 1, 2. 4, 5� 6 AND ALTURNAINIVE'S IN, 3W & 4W ON It, SHEETS 4. S. f, & 2 RESPECTIVELY. SHAU HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTIRliCTIFIC OWNER 09 TENANT TO e BOLTS TO BE A57M A-307 GALVANIZED STEEL, OR AIST �CA SERICS 5--AITYLISS STEEL. WITH 36 ke, MINIMUM YIELD STRZ1,07H SECURE PANELS WITH APPUCASU REINFORCEMENT DUR04G PERIODS OF FlURFICANE WARNING 7 6NI70ORS TO WAL_l SKAU HE A,S �OI It THE )NSFAIATION CONTRACTOR IS TO SFAI,/CAUL�, All SHUTTER CGVPOMENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAW4 INTRUSION (A) TO,0[VL%_0WFEQT_CQ'&UF$, - - i/4-0 TAP(LON ANCHORS AS, MANUTFACIVRICID BY 0.W, PUADSX, Nr CJA�, 4�1192 pS,) 12 &TURN PANEL �NSIALLAIIQVI SMALL COMPLY MIN SPECS INDICATED IN THIS GNAWING PLUS ANY RUII AND ZONINa REWCArIONS , - 1/4' 0 � �/8* CALK -IN ANCHORS, AS MANUFACIVRED BY OENALT INC PACA40ED BY T E jUFI$QLCT" WHERE PERMIT IS APP,LE11 TO, - ,let I, 3,14" 5OLID-SEI ANCHORS, AS DISIRIOUTFO B) ALI POINT SCREW, BOLT AL SPECIALTY CO QN,I r-SPOO P',) 1 5 (,I', THIS PRODUCT EVALUATION DOCUMENT (P.E.P.) PREPARED BY THIS ENGINEEP IS SEINER C AND DOES NOT PROVIDE INI'ORIATION � III4-10 PANELMATE FEMALE TO & PANCLUATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONStRUCTIC" PRODUCTS. FOR - SITE SPECIFIC �,)ECT� 'Lo- WHERE THE SITE CONDITIONS MWITE FROM THE FED - 1/4�f ZAMAC NAILIN moiopm, As MANUFACTURED BY OmALT, �Eic (TIT CONT111TACTOR TO SIT RESPONSIBLE FOR THE SELECIIDN. PURCHASE AMID NVALLAPON INCLU'UNG LIFE Skrm Or THIS PRODUCT, A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/1"; 2" FOR EI.CG PANELMA-L AND EASED ONTIMIS PED PFFIVIDED ME/S"E DOES NOT DEVIATE PROM THE CONDITIONS DETAILED nN rNF5 nmUmEw DONSTRUC ION SAEEI� AT 57E IS THE CONTRACTOR'S RESPON515ILRY 1 Ile FOR ZAW "UN ANCHOIF (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE rONSMERED INVALID IF MODIFIED A.2) CAIK-N & SDL,D-SEI ANCHORS SHAIL BE EMBEWED 7/$- INTO THE POURED CONCRETE NO SEVIREDWENT INTO 1 STLICCO SJAAA� RE PERMITTED 11111 0-20 "m USED SHALL, BE 1 ,/2, Tom MINIMUM SHOULD Ervcco LXIS1, (d) SITE SPECIFIC PROJ[CTS SHALL ELL PREPARED BY A FLORIDA Rj�(ASTTRED ENGINEER OR ARCHITECT W41C" WILL SECOME THE AND I' 41NWUM FOR WALLS WrK, NO STUCCO, AND MAY BE N&AKD SCRIFINS Or ALL THREADED SCREWS W/O HEAL), ENGINEER OF RECORD (E 0 A ' FDA THE PRWIECT AND WHO WILL BE RESPI(INSIULE FOR THE 80 WnM M14C, NCTT55 PROPER USE OF IMF, RE 0 ,4TICINEER OF RECORD, ACTING AS A DELEGATED CNIZ,'INEER TO THE P-EO ENGINEER, SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ONAATNGS FDA REVIEW, A3) IN CASE THAT PRECAST STONF� PRECAST CONCRETE PANELS. PAVEAS� STUCCO OR WOOD EIGMItM BE FOUND ON THE EXITING WALL OR FLOOR, ANCHORS SHAI-i- PC CONG ENDUG-1 TO REACH THE MAIN STRuCTvRE REMIND SUCH PANELS W THIS PE.O. SHALL SEW THE LATE AND ORIGINAL SEAL AND SICNAIUK OF THE PRCIFESIEPONAL ANCHORAGE SKAU BE XS MENTIONED IN kl) AND tN &2). ENGINEER LIE RECORD THAT PREPARED IT I., SHUT, (B) TQ_JC9V_1.N;_CQNCRVL, - MANVrA,_TUAEFrS LABEL SMALL BE LOCATFV ON A READILY VISIKE LOCATION AT STORM _Q_-Ii!I3: _D�A PANE�_C`SRNU1`NA IN ACCORDANCE WITH SECTION 1709,9.2 OF FLORIDA BUILDING CON ONE LABE,_ - 1/4- 0 TAPCON ANCHORS AS MAHUFACrUFEO BY I T IN BUTI-BEx, INC. ' SHALL BE PLACED FOR EVERY QPENtTIC LABELING TO COMPLT WIN SECTION 1709.9�3 Or T14F 1�4_ 0 , 7/8' CALK -IN ANCHORS. AS MANUFAMRIED ELY OEWALT, INC - FLORIDA OUTLO�NG CODE - t /4-0 X 2y,e SOLID-SEI ANENORS, AS DISTRIBUTED BY AL' POINT SCAEN, BOLT & SPECIALTY CC - : PA, TO PANELMATC FEMALE. ID AND PANIU,MATE PLUS ANCHORS, AS MANUFACTURED IRY ELCO rONSTRUCUON PR%�VEIJNNNE/z ";. 114 0 2AMAr NAJUN ANCHOATS� AS MANUFACTURED BY DEWALT. WC �,�,,,,W� ��4 Z/N I . - � 8J) MINIER.W ENSI-OMEN1 OF T#,-'ON ANCHORS. FLCO PAINE.M-FIES AND ZNAAG NAWO AN010R. INTO E \�CE �,i, 'I, FLORIDA BUILDING CODE (Non HBh '(0:00y N Zon , cone BLOCK tiND SHAII BE I I,t`e _`� .* * � - A : N,Q�,,4 67 , S_ .=a M.10P. - fl- &.1 CALS-IN & SOUD-5.7 AKHOPS SMA,LL- BE COOED= 71s' INTO 'HE CONCAVE BLOCK kjmwa� PEW '. = 24 CAGE GALVANIZED STEEL SIM PANEL v - I �� --- - .... S,wvc� SMALL BE PERM""m 1/4' 0-20 SCREWS USED SHAJ_ BE I 1/2' LOSG MINIMUM 5-0�1_13 47 to rxIS, * cliu!p�__TF!��_� � wtw.. ANIT 1 MINIMUM FOP WALLS WrOl NO STUCCO, t_� -o'. - 7 GLOBAL , I - I Te., , PROTECTION PRODUCTS, LLC. - !; -p , STATE I / 11LIECO , � 1 _ � Az .. - `SOO 1. %, S-..r 8,3) i-14 CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, SVUCCO OR WOOD BOARDS E 'o-d Ek "Z o A I . I 11,41, , 8 . ...Yern- & tw"nowN, - - -I- .. .. " , EXISTING *ALL, ANCHORS SRALL BE LONG ENOUGH TO AWN THE MAIN STRUCTURE BEHIND W , . - ___.. 20-175 , , , . - ,/ - - - - - - NEINE 1_)m__Afm ,,.T.�. , 's - - AhCHO-WE SKAU BE AS WT4104ED IN 8,�l AND IN 8.2) 08�i, �, .-I . - PeANINO IN .,-f - f - I-.; - `YI1I11I;,1I1,H,4Ekv`11�' PC SILIALISK"PIUKE/wE .-=I,'.- 1 - ,__�� , TEP I TAM JI, F9 ---� --'!!L-44Ej-+- sHm I OF IF -- - U. I j 67 . , 1. . - - _______ I I ______ __1 F____ INSIALLATION DETAILS F!2R 9E(jQLAR PANELJ) I INTO PQQRED CONCRETE QR CQNCRETE BLOCK ff-RUCIURE-S POORED CONCRETE &�7g�� CON RVE - __LXW,ING I OR CONCRETE BLOCK I BLOCK , I 1,,,� REQUIRED, , ,:; .,;, I0 ArOT,1w, �//� , CONCRETE ANCHORS I,",I � , -il - CONCRETE ANCHORS �'�� , �- 11 I` i , _,j . 11 , I T ,11 E ,�,:, ?L - " �11� ON . "' (SEE SCHEDULE ON , , �,_:,'�, �T,�,�', - (SEE SC14EDULE: ,,, fASPINO, POURED , , 2 SHEEM 9 ItfROU15" 10) � , 2 11 SNEVS 9 THROUGH 10) 7"K, 1� - CONCAVE OR 1, �.�� , __(?) I k�2) i�,'�' �� , , �":� � � ,: I I cm4mm BwCx, I I- T� , - (4) - -1 - - RECIVRED, - - %. - -� I _,; - � _, L/Z /e I .� I, Ot ! I � , I I � 1/4, ! , I I - I_ i � I 1,1'�'111' " ____ � _._______ I � I I - CONCAVE ANCHORS , 4, I - 1.� __ I . I I 4 ,�-___ I ,�, ., I I I 1' (SEE SCHEDULE W----- I -_ E-D 11 I SHEETS 2 TNBPLcNi 10) - i I �, I � � I �` - � � � � - I - " �, " V�_ �- � I �� ,. '_�, � , i I .., � i I I EQf �, _� I __ - ; I . �,� , Eci ; I Mr--'. �i 1 ,-Cl) ft� �.. : I � I 2L � P_ " � 1- -cl-) t, �D I t ! I I k . `�I`11. �'_'_, i - S__ ___L__ - I , I I ! ,A ��. -, V - "I �-- - �/.'0,2.t- - . -1 - _ "I � _____T - EO, 1',�,",': f____ - , _W�, c - - �w -- - - - 11 I I I ,--,-,--- -_ - , 'T'�, � � - ',��L f�'.�.,,,'� i viAnazo �. I SEPARATION f � 11 SEPARATION I ... F_ TO GLASS 11 , =T=67__,n -4 �SETEO GLASS, - ! (Im " Aell , , - : . I ; uiXTm %w 7.-r ,4",,�,, i SCHEDULE I, ,v,�,""',",,�,�,`,', I EXIST (SM SGHEDULLE I - ,L* mOo. I : I, lzl� �.,�,, � ,.-I 1i , " =L I ON SHEET $) PANEL L�NGTH 11 0, SHEET 3) I, I I I ; jNlr� I I SEPARATION I V V- I (SEC SCNEDUL� It " 'L' M... TO CLASS, I I i � I ON SHEET 3) 9 PANEL LENGTH PANEL LENGTH _4( CONCRETE ANCHORS I_ - I I , I � 0 I . SEE SCHEDULE I I (Sir SCHEDULE . - , I - � I _IA (SEE SCHEDULE f ( (SEE SCHEDULE - 1 A i � ON SHEET 3) , ON SHf_�� ON SHEET 3) I It I I ,I SHEETS 9 THROUGH . ! __ C, ) j 1- �. I I -1 4 0 , 1 1 50M Eywri�*_x ; : 11T, -1 I I OF -L* F)asnw I i GLASS a I F I I " MAX GLASS I A',, '-;,�-,��,',�,�_,21,,,,�, . N1,111 11- 44 I I __ I OXY, : ; .51"1- � �� "I 4 L, - ,- ��! - V ;�o ' �1� - � I' . 0 0 ,/" GO, I ! I I � � , 1, � "I - - � � � I , I ! _-:� - �, ,�_ I i I � I ��, I I I CO �, i., ,I' 4 - I �,��_ " I L , I i I r� -,::: I I �, 1 I --L ��'-,-,-,-,-,��""I'l,""",'I �, I 112 . I 1 5, 'L �� , ,-, - , LL=L_ _11 C 11 I ,,,:�* _ I --- _;.. , 0 12 1/2- Or- I I EXISTING POURED ;�.,,_-,� . I I T , I �� .... I . I -w; 41 , , AS APPUCABLf)' CONIKERVE OR , , " I � I"N" RCx ektKA HONG 1'1�,� ,,:� 0 I i � , � CONCRETE BLOCK I _�� _� CONCRETE ANCHORS " '. �, : 1, . . I , , I , Ow sALCE, TO, scAEA, OR � ; I , .- - 1'� I , . REOURED. (SEE SCHEDULE ON .. �� I �. - __ I Coll - - NUT 1'�,_A : , I-- -11 , ,/..--, " - ./ I i �'.. - i - p K�� - I - __ SHEETS 9 THROUGH 10) �`! . 0 " "I'" ��t:.� � I.- - 7.1, 11 - � 1. � wMETH �� NWTE MITI- - ,�11 I p W/ (z) ONLY WREH SOLID " � - ' A,� � xll I-ALTE LEG LOCATION � �� SET & CAA -IN ANCHORS � EXISTING POURED CONCRETE WHEN , .-, (4) ARE USED A / W 'OR CONCAVE BLOCK PAN U,44TES ALTERNATE CONCRETE , � E ANI - __?nPNCPOURw CONCRETE CONCAVE ANCHORS ARE USED REQUIRED. . _4 ANCHORS CC Frit MOCK REOVIRED, STAQGERE13 W/ WUD_ (SEE SCHEDULE ON ESSE SCHCOuLf ON SHEETS 9 ]MAGOON 10) SHEETS 9 THROUGH 10) ,BUD.Q Q QUNTINIQ WAU MW%�Egj MQUNT F N%m2wfi!m2 UQN_l .ff M SECTION I �t SCALE 3/0�1' SCAIr 3/0-1' SCALE Va. I' I 10117IN44,10 , rki % /)�% .,A"Wk , , ,�,, � ....... �. jS"��-` itCEN *,",!FS-� FILLORIDA BUILDING CODE (Nort High Velocity Hurricane Zone) I : . __ ,It- - ' ' - -m . - I - 24 GAGE GALVANIZED STEEL STORM PANEL = � 0,44167 I I I bkom, W, = * i * - .*- PKIL - . I � _E E_D� - _EQ8_jZQM0NAn0_N_QE_1EQrM: = . k EDGE DISTANCE S, -!�'. STATE 0,' ��-_zVlf_��_ - / 11LIECO... \ GLOBAL PROTECTION PRODUCTS, LLC. '"' ., C (SEE SCHEDULE ON __. � - I—- -- .m slw� 51 PROD - TOP & BOTTOM MOUNTINGS CAN BE � - �% -,,�, �� A ENDINICUK" cWANY I Z4. .., OAVC fl- �Hi SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY % � �, -. A,LoRo, - -1. - IN _`W4IPA,N`VWAZO-1715 W, � , - Lee .,-,-. "I, 4 fem ___1 P`K`w_ [s*.)0"`!A6. 1AX (IMPL)NO-i"t, INSTALLATION. , ___,i, , - - --I � ,Z!-- �_ — - — - �- 0 New IT !�� 00015719 __ t UREIIIII'm W4tm A. MR 1 P.E 1� I ..... '4�1 - , OF I. ___ Uq i I! 2 n _ - ___ I I _4iI (1) a) = U) _0 —m > 0 (3) = -0-5 -I-' L) =3 a) ,_ a) (1) L_ 0- 0_ C 0 _0 0 L_ = CM CU -I-- C) -0 (1) -I.., CL (n . Q) -4-0 = (3) :3 -0 0 CIO 0 0 - CU -2 . . - U) -0 C: 0 L__ Z�—_ = L_ -2 (1) ig: CIO = 0 0 �-� tu U_ ,,— 0 — CU _-::'. . (n . U) -0 a) U) E — a) ,.#.., 0 a- C- � CU .m -.0- c . — -o'.2 (n c- < 0! 4 z 1 a ---v = CD -\� .. ta ces . :p LAJ E 4r,""' t5 C= g: c- =C" 1Z 6 = cc C-) C-.4 1:0 O-K , 1:2 I.A a- . C: I �;; co CP �: lui 'O C-4 w " g .!e ..:f - i_.� 3: 2 .g 0) .2! 9 �� -. a, - � - L> -i� CY-1 f -a 3: " .0 .S! 0 a . a, C* - . � =� Cr- �= , - 0,0t,'000,00 w CL� = E CC c_n 5 ,.� IS, - ____ _________..,__________ ______ .____ r _______ .- - --------- INSTALLATION DEJA1L5__.FQR REGULAR PANEL (f) INSTALLA-T19N DEJAJLS FOR REQULAR P 1 INTO NOOD STRUCT I —_ ___1 I INUALLAIT19N MAILS F PANEL d) INTO WOO I TE OR CONCRETE BL-QCK STRUCTURES _,� - - �: - URES - .. - . I _1 � __ L -,- - L . I I.. 4W I I - -- - _ - ------- 11 I L � - . � .1 I I - " I --' , I , — . I I SEPARATION : -( i) - --- �__ . I I , � I . - , . I , ALTERNATE CONCRETE �r :� -jvw ANCHM I � L - I,� r --- (S TO G�LASS- - - L I . I ANCHORS LOCATION I I, � I � . (SEE SCHEDULE 04 _. � I LIE SCHEDULE " - - L ALTERNATE LEG CONCRETE ANCHORS _ ?SEE SCHEDULE ON � - . ��I L, 1/4-_mIe ,,,, EXI, ___ I -- _ -- - -LOCATION EXISTING POURED CONCAVE L I I : I SM E I 1) I I. L � 03 SS i 0 SHEET 3) I 1'.., 4 DIIK) ,L' I . �� 've I" eac� 11 "I" STING WOOD ... .... _ L�� - ,. , - Ox, , - I . ---- EXISTING POURED CONCRETE SHEETS 9 THROUGH 10� � ,,I -1 � � I 1. /4 _ _ _ BEAM REQUIRED. STRUCTURAL , I � I � , _!�t I _ - �. ; ,_______-_ -VA'� _16 � I (VAE"A - ADEQUACY 'Of EXTPNbi� WOOD r � I I j: � (SEE SCHEDULE Ow - OR CONCRETE KOCK . 11 - I " � I � - Cn i SHEETS 9 THROUGH IQ). OR CONCRETE BLOCK REQUIRED, L I 111 I 1� 1 Lt! I 1_4r!) _. � - ' "' .1 I I " - - L-"-' ------ -, - BEAM TO BE CEr1;m1EI BY - ,Ed - I _E - I L _ t I I w I ' I � - I - 11 I I., EG ,��,,`I/,� . , , I , 1i , ik 1: � I � I "L" MR.. L ' REQUIRED. ��,-,J, �L ER . , �, � I I "I I . � � , 0 GLASS -1 �'- I fuNCt`o0-_I PANEL L�E,. REG r E ENGI , OR " , , 1 :.,L I- I- - --- � ��i ? lh� , CONCRETE Amr I rXt3TR& GIN , 0 L. (a) - 1 -E.D. '+;� L ��,;�,',' . .(31� WOOD ANCHORS " "I " :-c �� :,x �, __ L � APCHRWE PRIOR TO SHUTTER I , 1;� `i I WOOD � I . I I , 1, E1.1.5C";IN1&1"A01o10 I I (sAt SCREMM "I'll 1�1�1 ' - 4. 1 . . 11 I � llt�l __ �_,�' - .-�-__ 2 I � - I I � (SEE SCHEDULE INSTALLATION, ,,, � � ,_ " �', . � , __ . RECOUPED , , , �, I I I � ,. � 1 Om 1, I I I . I L' I , ", i- , , �i� . tStE � 1- - - -1 , � I CHCAIS� L ___ - ., ,,, 4) . � 1/4 �_ i' I � I5� 1 - ____ 1-4- F. --- , on SHEET le . - I 11 I � --� " ,,,, - gnt- IV WaRp REALF � ,:, - SHEETS 9 � , B - FtOOD ANCHORS ALTERNATE WOOD AN j" . SHE" I 1) __� 6 1 � � N I 1� . I ACZA I L CD a) " LLL � �-, � 'a OD1190D6M i � '. � I am -Uj —1 Son 51 fi; . � ,,,.,,, I I- I --- � L tt (SEE SC140ULE ON ISEL SCHEDULE ON I �� . i,/,.: . " , 'L . -_ m, I - -41 MA t @ - 1. __ .' __ - ___ ve.,- IV wAseat ,mAC MAX I, I � 1'z = � EQ-, _i, L�' e- ss- - .1 ALI - . L SHEET I 1) SHEET I 1) 2 ED I/ -zLNI - - `� I - SS ' I - , . . , , ,= ,j - -4 1/2- 1 . , Th, sIm.0" It. So" OR � 112- Im '"R'3'�i = F - 'ED 77 - : �Lk,j OF ' w, -� - - - - , - '1/4- "I I I - = EA i , : , . . III 1/2' CA- ,:::::7-- ___q I I - . I . k I - '�_ MI rh � I " Jc_ -, , # I 2 1/2' a,., , .'-- .. , I v 1/4 CONIC ETT ANCHORS ". � 'MAX ;�: - - I TH I _, I . - . I It I ,, -, I - I/.�tut -.S../- -�� f!��I_, �L� , � I ,�i , �_YukK __ __ ,. ", , ,,�; ... �, I L L - , - - , WOOD HEADER - - - , ! I -1 L .. ,/e 1 1 . . I I , I I 1 2' 1 ED - I I MAX. WOOD �R_ L t- -_ - ..---- - - - -,-- I (SEE SC".mKU, ON - ... L , REQUIRED I 1 I I - HEAD 1 1/2' - - I I , � � I MIPL jti� I -- _' - - - 1 t __ - - - . __ L I F-D , , j � I L W,P. � �1� , . . --- ';;F- -- -I- - - - -I � L _r "--;4 (n I I It (i) � r- I/.-.-,-,- I . . , I � i - I REQUIRED �,= U: = '� - ��, � S�r - - I . � ,:. . 1 7� ,� - I � I -1- - I w a I . , . :,A ,� . I , "": , �-� , I i 1- 1 4� _77 1 1 � It `IADIEk's I SHEETS a 7MAOUG 10) �� I " � z 1 ! ED � T I I . EXTS11 ; , , � : I I , , I - i it -_ � ," I . 1 I I w - , _� 11 t _: ��,� � I I FLDL 1_.",�� I .,/.- 0. � I L. . v M., " 11 , ; I 1j) I L___A - - . - _ I-,., - I =�4 08 1 A,/4- O� ",:,�- - . __iW , . I I WOOD ANCHORS . ,� . - �' �, 11 F ; , � I - j � , 2 �� "', �'_'-`L � � ; ; @ I' 90. LONG ALUMINUM SPACERS* 12 1/2' 11 i - - __ 1 It 1 �L " , - � , I I �q I ,I _ ,� 11 I (SEE SCHEDULE - , I I - i - i (SEE SCTIEWLE 5K L � I � ", �,�' I L : , I ,!�-,�,,�, 11 PANEL LENOTH � " : "I - 11 [ I I , I , , �, '. . 1- .��,,,,,,,.. I � � " _ " I � � OX, (SEE TABLE #1 GIN SNE-El I 1) 1 1 11 11�, _5 - I p SHEET IT) I L I ,i m VOST, , � � I C ON SHIEV a Lj .1 LL lz r i 'L ", ? rl ! 'Cl ) 1, j I , - NOTE Z BELOW " 0MITATIONS FOR : I T . = 11 mi.� I I i - . J) ; � � / " w. '. L U , SOPASAPON I FOR PA % SEPARATION "I., MAX. � ] I 'I, , w , � 1 i ?- UD SILIEVEEL 15ZIPARATIDN TO , � I ---,--- I il I , ,) �1, ,,", "I'll, . � I 10 GLASS, I & - 10 GLASS - I PANEL LENGTH PANEL LENG111 � f , , :: � 4 GLASS.(SFF I 1 r--;-LI I .,� I 0 _ 'tEl".10 - " , - SS I C Ali, , 1) . t,*,-' I 'D ; - " , fl� : I ONI SHEETS SEE SCHMEULF I I I i I 1 � ( 1- � CHI , o ,) � 1 ILE I � MAX. i I 0 L I I ! I r. T Ir i I �� i , > ,EII, � SCHED I : I _j - I I , GLASS 1 Tp,#_t,* -1 r (SEE SCHEDULE I'VE I SCHCOULE I , I 11, & to I ON ,SHEET 3) ON SHEET 3) - - ON SHEE( ULF ,-PANEL MATE FEMALE 0 09 PANEL MATE SEPARATKI GLASEL SC4E01PULV � IS W10 : ON � SPACER 3) 1, , I ON SHM 3) , L 0 TO JSEE E ON . A, , '1�3 ==_ I - .. � �/-, *;� 9 ar : I - , PLUS (SEE SCHEDULE ON SHEET 1 1) 11 . I I �. I �- a IV, - i 1_1._. I MEET 3) /t�;K:Nv ! I I I I I - _�_ , _ - TSEE SCHEDULE I N SHEET .3) , %, Aim �s wo i T I- - - I ___1 &Sr 7 I I V1.1. " 10 W - � I PAHL LENGTH I SHEET 3" L I - eINE, 'L' M I I emE WJA PYNO. I i � I '. .= 1 ] V.1, PANE, LENGrU - I IV I- - I I I I - Ar I 41 _O, I _,6 I'_ ILLIC I I 1A - . .% I M� � � I , 1 "LA.LNUALA, __� I- (SEE W.HEDULL - LAPIN IWvT r.MrI PANEL LENGTH LEN'T" - r-n AA I j I ] 'L' MAX 11 - - - - , -, (SEE SCHED LE t I I L I-- ------L - , PANEL LENGTH , ,� - ; m FOR A`No ON S.EV U I .. - , - I o - i 1=1=.1 EXISTING uNcTNi � T-G*) 3) - I (SEE scoaxu - - I EXISTING ___, I 11 m SCHEDULE - I WIT. I ON SHEET 3) .1 � I 11 I 'i SEPARATION I - 0- , SEPARATION I ] ON SHEEI 3) 6- 11 . - - GLASS 2*.4' WOOD I - 0 - . 'L I --- � - - I - E=%H I - ..� I - I - GLASS : -- i PLATE REQUIRED 1_�'_ I ON SHEET 3) I o . S. � tl=&� -1 ISEF .. 0- _1( TO OLA' , i 1_1_1 1. GIASI � ' FA; SHEET 3) ,,�) .-To J", - ".---.L-. - - --- I , t 01 I,-.- --] I 11 DIRECT MOUIbG I SEE SCHEDULE I __ __ - - --:LAy __ - - -1 � 1 I � I-- -, - - 1 - - , T , ! _ I— - � -_ - 1- - - - ��_______ .- -- .1N`1______1�1__1___1 . I ,,_, OF 'L' � - I . I V I � - - T _�,) I k ON SHEET 3) � I OF 1, - , � , , x " - I IL L : ] I � * I : _�, I IF , I --� I It , ! 11, 56X < � �,7, ,�,�7_, ,T�-'_',7a1_mF'1, 'i -A _� .1' I I I 509 I ; or %, ' - C i MAX , 1�' , `:�,�_��111'1_111 MAX I _ I , � :k , SCALIE 3/8 _,�__, _,�111�11, , T I , I (j) Mo. i ,,� , 1, . _- � I , V ; -- I I 11�� ,� , , t �, IT �) = L 'L ,� I ffl, J I ! i T 7 - I I I F %- __ � � , I U) � I _� ,'�� 1 -,,,, 't;,_� 509 � I L , SET, TABLE h I ON SHEET 11 FOR MAX. PANEL LENGTHS ,&,, 11 1 $, 0 X I _q A I I @ ; I- O _J� �im ' �`,�`f, � wx I_ - , ,__-__1 , L I 0 12 1/2' Q,C� . ED -,',f' _-,,',', . MAX, A-S.0 DESIGN LOAM FOR THIS INSTALLATION. - � -if i L , L ��, zo I � I I I L 'Y I I I MAXI I I " 1; I I � ,I�W' ! 12 1/2- O.C. : I" ", '�.` - I &I, GT.R ! OF *L I I � - __ _1 I 0 �11_ - - L- �_ - � ve ,- i - - ; I I IL I, ; MAX. I I �j L 11 0 12 1/2' O,r, � I . ,a Ilm a � =, f -, - I L, ' I ,� , Ac -1-M-71 or I "I � /� I fa . , I � I I a) � ,,_,11'1,�,'�11`1 � -w- I i44 IT, I MAX : - t ; , 4 1 EIal 11 I i (i) -- ,�, . A 11 1 =3 _�., C - ----- I - ! N &��:�- - ' I :<;��,,�� . -_ ! -- I ,41 3 4- 1 0 I, )/2- Oz . I_ !� �77-,L-! - - 1 NO ""SN", I t.- �' , - .1 LL I I/,-_IxN,,- I li� — " , -:: : -_ A: I i 7 � ______ - . , ______ I I I . 1w I Q: 11" 0. ". .,�: 11, 4�XL ...... L I . , ALLOWED, E6 a I/.' Ot I "'. I CONITARVE ANCHORS � �_ , i i � ! I NIAD sm� -0 COHCRVE ANCHORS .,� I I I � f�"-,T :�� f, -- I I - C: L I _1� I � __ (SEC -51HEDULE ON C4) (SEE SCH'OVUE ON 0 i I � , I c �� - -_ , C: EXISTING POUR L �'-�711--,-�'.75 ... ......... I 0 , ED L� " -7.,` 1 � , - _ - t�l __ - I , L- __ __ _. ___ � �, , . t . .� - 0 '3/4* _, �, _____j___:�_ L , 1;1:9 (SEE SCHEDULE ON I � I - EXISTING, POURED CONCRETE ALL DESIGN LOADS A PAN , I I_q) �__ ----,---3 % . . I I ; I i .. .. 11 - 11 - ---_, 2"XIS' WOOD 2-.4- WOW ALIT I L_ , LENGTHS PER SHEET 3. ; I I 11 fi, 1 SHEET I 1) � (1) ftimimm M LOOM M - ONE STORY so,111.95 w1w I51-01 ___1___- - DECK RCOUIRED - 1 - � ANCHORS PETE BLOCK �L I : � )� 7� 1 - REQUIRED _L I � : - 09 COAX - , 11�_ --- - - - . -1 e �!, (SEE SCHEDULE ON cow ANCHORS REQUIRED- BLOCK 2'.4* WOOD '_ _I �L !*Nam I 095 IS A RESTRICTION FROM My ANCHORS ---- FIVE. _ AVE _'_ � I IIJ BOLIVIA; MEOW OURRIVITLY IkONCITEN ON SHEET 411. i . . SCHEDULE ON REQUIRED # ' Mo' I`GNQ ALUMINUM SF .,I l� t I _e1a"_ I - m 0- (SEE L - - 1: 0, - - - I 2 1/2' CC, (SM TABLE 11 ON PLATE REWIRED � - I I 11 � � (SEE SCHEDULE ON 4 11-1-1 1-11 I ;: SHEET 11) � Y - makem, I I I -t I 1) __ - ___ 11 1__ 1 � , , L1_1 , , - - _..... . I � � M 9 THROUGH 10) - , ! � IL ; � ---- SHE ,� I , =W, I I, w sava-TON TO GLASS j � I � Z'.e WO I I _ _ I , , � SHEETS 9 THROUGH I SNOVS 0 IMAM 09,2 I/O- I,40AG WA. ALUMINU I- ., I I STAGGERED W/ $TOO �- 7'�7".-77,,, --77,1 , , _ - I . WOW ANCHM * * wm � i ,� , - ;H to) - I - IL CONCAVE - - � I R __ (AL7. CONDITION) � '� 1�,_ m I I . - , ___ ____ 'i SPACER " MY at I Itr UDNG LF,. I _ OF WALL .,I SLAB C) , , �_ "', L" ' EQUIRED , - . � SPACERS 0 6 I/e O-C. VALID '. EO I I � �_ � � , , __ � L , , ., ,_,_ "D PeDic ., , , , - - ", ';,_ CON - � ,'.,,�, r , � - .wow ,",_ � ,,, , � , "'I " , , ; _ � OD, ! Sm 1, I I I I ;I L 11 1�111 111�r I I � 7 , �� " IIIATE REQU I% I I � I SHEETS a & 10") I _', i,:j I ; TUG I ON m ME M&W 11 , -1 _ , - RED 1 001111 St SAO OR i I ' I �SEE SCHEDULE 'G. _ _ �_ I fF .;� .4 S� , I I :1, � I ,;i= 04 � T SHEET I 1) OWAKO WITH, I � I smLeY a), I --- 21 HIT, - - -- . I --------- �f,J - - �Lj'� 1, I � � 0 a) -QEUJNC;- � 0) mAINLAI A50 DES" PAIRISM I I I W/SPACEU 0) OR ' L ; 1 RATING is -00, -43 p-1. 1 i (W IJAX 24 CAM PA14L LOICT. CS UWAb To Or AT ANY OPENING � U) _Lj � L _ , - j L I I SECTI99 4 ISM I -- -114 1 MO 15 A RMIRICTION FROM L44M PANEL LENCITHIS AIDM ON ; SCALE 3/8. I' SCALE 3/6-1- 1 1 (2) MAXtMINI SAW PANEL UNGTH Ct i SORETI'm SHEET 'IT i SCALE 3/8-1- 1 7'. � WALL MOUNII MQU m I I I I IMUNra AND ELM MQUISTING BUILD -OUT MOUNTING " I I 1117, 6 p SHM ALTERRAIM 3W WALL MOUNT1112 i (3) STORM PANE INSTALLATION IF MY ALIERMYTIF - (4) I V4 kOW MUM OUVONIM #%A POLL BE ASS INDICUED OI4 j � ALURNAMM-0 � INTO A,` 0M.0 wow m1w WAU_ i sckE a/8-1, "A 2- INPILUATION OF 1 1/2' LON: SPACD? GA ITS ONLY I i I C FOR WOO � 1. 2 *0 3 AS DEFERSED 81 ASet I SCALE 3/8-l' SCALE 3/8-1 - co I ALTERMILYE 1w . i _NKG � "'tiIIIIH01" " � I LEAUFATISTANOW NO TIC 2M (M EDITION) Of THE FLORIDA � - - , SCALE 3/8.1 - 1 (4) INSTALLATION VAUL, ONLY EGA Wm I CODE. �,,!I�j� V �jo,,,,, ZONES 11 2 I 3 PER wm C I I ,# �� '�p I t I , !iv '..._ ��III, . 1', "11WHIRTUP", '995-cs, 5 � .� $�o N. r A i � "WAUN00INVI, , IQ 4x LU � , ,��% _. ,�,'�' .1_____..___ ____ , j� A. TIZ41 * �-___,__--___'_-'_ .. ..... � ... -----------I I .e p ..�' IL,NGEAfSj,-.1,.'p1,. :0 , I/.- I ______ '10"I'.... :;F-% 1_1______ _1_______1_1 I - __ _ ------- __ P .. %t -� . , .'* - I f4�."`I,,\CENsj%!!fI1--S I I NOTES, � ,,'*\yCEN *1 _ I Nm: z ..' NO. 44167 't Ik FLDIRIDA BUILDING CODE (Non High VIslocity Hurricane Zone) I = 7- , I - m - . = I . FLORIDA BUILDING CODE (Non High Velocity No Icons Zons)l - __ I .. _CEN ,��\ FLORIDA BUILDING CODE (No" High Velocity Huricarm Z.nj = *: 2: , :' I _� : 1, 11,15TALLATION ARE ONLY VALID FOR MAX A-5-1) = -, ---- - - -- - -� . I < z o.44167 *. � PURD �`MCO. W_ I.P. DI ,5ECIMI NSTALLAIION ARE ONLY VALID FOR MAX, A,S-D, I .- No. 44167 % = e0m 1110"EVOL W, E.F. TOP & BOTRW, MOUNTINGS CAN BE DESIGN PRESSURE RATING (P-.f) AND PANEL LENGTHS � 7*1 � T,LTam - 24 GAGE GALVANIZED STEEL STORM PANEL IP = i DRAWN w 1 24 GAGE GALVAN12ED STEEL STORM PANEL I 1'.. = s 24 GAGE GALVANIZED STEEL STORM PANEL NM__EQ8_=_MU1NAMhL 1 DESIGN PRESSURE RATING (p..,f) AND PANILL LENGTHS . * ., . - ORMIN OT t ,�;.� STATE Of ` ;F INVII01 m� * " ! = AS PER SCHEDULES ON SHED 3 '4�7 $ ,-- = * ., * f ,�� L_ (EXCEPT - I * I * i COMBINED IN ,ANY WAY TO SUIT ANY - - - I - .: - . I - .7/27/ZM TOP & BOTTOM MOUNIiNGS CAN BE AS PER SCHEDULES ON SHEET 3 FOR I . - — '� GLOBAL PROTECTION PRODUCTS, LLC. � 11. .. Z�__�;_ 1 T1 ME C;___�\ . SAM E.D. -(EDGE DISTANCE - !� -a'. STIATE 0 ECTION PRODUCTS, LLC. LPTE COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) 1i 7�% STATE Oli--- - - - OATE, ___j MEMBERS 10 BE SOUTHERN PINE NO 2, W1 SPECIFIC �,_ �0 , . S .:P,-. - :,- � -- _ -, -";, 1 ------- -0 .,�. ��_� / I L E C 0 m. � \ GLOBAL PROT , ,_�_ , / 11LIECOINIC. L TOP & BOTTOM MOUNTINGS CAN BE T`U.n - _.� mK* S.. 6 STREET iNii TJON_ p_e___ I I mm &.1 AT STREET . SEE SCHEDULE ON - - . mw_ IT. :K01 FRAME CONSTRUCTION: WOO,' .�.� -_ � Tun 'Esw at "non: DA'ALL F_ =I. DENSITY OF 0.55 OR EOUAL �, h"NAL I T,UjT m"MAJ& mee"JUNG, COMPANY ONG S... 5, SIREF, COMBINED IN ANY WAY TO SUIT ANY , - , ls,,O� -, 'ZoRm ... , � . We v;rt= �_ - - - - I'Ite'A I .1. CAW- " MI. z SHEETS 9 & I 11,,�f'i ,��"",".-44 /5�.zo .:--ti. IN, "a' 0) I - .FX*) - � (eo"-750. FAX1 EHHRMI--w 20-175 1 FOR NEW WOOD C1914,IP, ,_!1,m NHONE, ONAN110-eKII, FAIF (954)6II&MAIII7 20-1 75 oN ... ITI07 / - I mm -, NK.O, MOSSF-76,;.. FIX (�)6119-8107 20-i75 INSTIALLAtION, , V ��'m F.. OWN ... 0 - M."'m , . i I -=.r , . -- --- DRAWND q.. MEMBERS TO BE SOUTHERN PLNE No 2, W/ SPECIFIC - - - - I < I ILL __ - rA-O.m,R .I-- I IN, I - � I - I - - DENSITY OF 0,55 OR EOUAL. , CA-0,667 --I ,eLtNNN I - I -I - I-- OWIII,n . - O'e, WAL/sEPAIUREIrvat CA-0001,712 -.t 1.1-1-1 - - - I .Ilftl tw�-,I�._' PC - I I ....... Niiw,ewv.,UA�,,, - - - '.1.''R, � �� i � � � �� - - I , "" IM I I � I SAW O a III PER I 1`U.TT I I I - -1. w,Wm WALTER k TTUJ J,, PJF_ "If,211 �4107 ; i - � VISIT I TP HI L -- --------- - 04mk U,,� f 44,61 _j --------- - _� I -_ ___________ 20ma-21 �, j I , I � i ____ � L. I I I I - - I Q_ SHEET NO. IS H 1 .3. — ---------I F---- — END QLQ�J!JRES DE -TAILS EQR INSTALLATJON IN POURED CONQREJE. C ONCRETE BLOCK OR WOOD STRUUURES: VALID EQR REQULAR. U E aYSTEMS ,----- , 11� I - , - "', I i --- I -� - 11, - I - -iz � - 11- - - v (� OR POURED C 2.2m,"GRE"' I I -1 -- - , , VAR -f I.,-, ,-, , -5* I "'I, �z ,& " �,-, ." Ij 'O ,(9 (0 I .-.. .0MACMIfIc" wou"'M z 1/2' I " I I 2, . 3' , .093' 3105 M-11 OR �1' A'�� , - CONT ALUM. ,� ". SM m --� ",_ , _ AA0LrU6&L,/4`# ., 3/-' .. 1 �', , . , "Pw N a ,2, O.0 - - IN)URED COkM7L CONCRETE A000 nUME RLOIX OR 2'.A' _ REOLIREE) 1 -, ,I,f, - -4 1*%�� ) M.. � -� POURED CONCRETE, 1> I 1/1'. . I 3,1�' P�nREX, - ANCHON"Tt T' - ��l .1-1 - I -- .. co �c L 2 1/2 4;1 � ' L .11.,II, =%, , IGII, ,� I , 211" WOOD 1w, ,�,� L � , G � � I I ()R(o 11� "' AqR .. '. 1 � � I DI f 1 - �, L I � , ;,�� . ,I 1 - 1 % il),- / f, '� --p'-H \�,fl 4w& _x 11.1 �,.'. . i 3/., ', I ,", / �,�,, !; C . ;� RS"ED ". -1-1-1 - 1, - - I'll 4 .11 - * 1, �,l 1 11 I I �,�� ,- '�,��j,��L " " \ "I : VARIES , , , , - �, 1 , I � 4,1�,-""�",�",� - � - 11 : 141EMATE to LOWPDN 2. -7 2* AR,-,: L /-`,,�� , /�I/4' GA!j I -� - - ' / (�'L "'.,__/ - "",.� � - ,.�'. , -//,-" , , 21 1 E. ,, � 5' 0! " lf� -11 11 11 I zll� I I �a_ - �,t S" M. w< I, <Im mr , I .--J- I- - - - - - -- ` I �-� Aku AIF lk AW - OR 4PA, 346 -wIiA I&TA, ALW OW --- ". I POL)REO CO-CREIT, CONCRIVIE 1. I jS. I I , I C' I ,� 1; 5 ' ---- Tw. I - T - � I- �y- t I I , , .. � , ---- j`� - , BLOM OR 2'.4' WOOD FRAME REWRED .,:H" - L I 2117 'gHT to Ax,tm I / - 2- - - -- / I ,-, i/�v N- -- / ALLINI. ANrU 11;�,,-%m/ " 100 \ - - \, M,,�, W - \ / I . C . .072- I/.. ! BOL! I - 0 12 OLC� 3195-1. OR 1063-11; -0, w/jAcmil CI� � AWLE I CA CASE C (PLAN) I SCALE 1/4--l' � SmE )/-'-I' SCALE 1/4�-I' SCALE 1/4'.1" I I 1,5x ".. .. - . I (MIN PANEL - .---- � , L I . 1". " - t- 1- PWRED Cow i,,� I \ --�, CONCREFE A =�� , ' ',' 2 �, VARIES �1. , ,, *5r ,A.-' W= mkw i, A , _ , I 3, � (4) 0) A cl, T & (9 *=, %r,.,= , = OR OR 2',4' WOOD Sam Of OPENING , AS APIUCASUF ,RIAE REQUIRED SOLID -SET OR C�- PANIOLMATE - 4=11 ' , !%X I 1AWI.1 _ SCHEDULE ON 9 to A, ") � h , ,- OPmNQ , -t0=00= CONCRETE . I . ., FRAME "I ,,,, REWIND , , , 1, - I ,-t) , , 'T , ��, � - v "��7 I � - � ," " RGUIRED , - 1'� 1 � - 1. � , , " "I � � �-- I L ""' L�::" � ��4, I �� I " , "L""' L�: �� , I I 11 L -11�'111111 :11�1� :�� I 1, I t--- - (�) ,(t OR I �� 4 \ 'i.l /-- , . H, I il" M , F 7 1'i� L-, � & i-�,, BENT W/ Amc"ORED FRONT . VARIES I 5' m- N�,!` / , REAR FLAT FLANGES PARALLEL TO --/ ! 1 ! ' ' OLD D'STANCE ! 11 L "�-Nw-,7�7-- . 11-,A� 1� , , *A" (NEtIER cur END INANCO : '-, T / �. I I r- t ,,—�,� - f� /—\ � /- --- I- j ,/.-.--7 ...... "ZI "i"11,11" CA5E G 11� , I / , --. . * , , 0 0 W, .. 14,N, SCALE: 1/4"-l' � ,---/ \--,/ - v;w Nut.o.- - - - * , I � - - . v\CENse.v-111 7% VALID FOR DIRECT MOUNT INSTALLATION ON & '11-11�t` � . CERTIFIED PANEL INSTALLATION AT WALLS W/ �� " " � � - No. 44167 - S !F SURFACE LEM VARIATIONS WITHIN 3/4- = *; : = , * :*= - . - FLORIDA BUILDING CODE (No. High Velocity Hu, Icarte Zone) 9�A51E F (P .� . I... .* - � 1, Z ATROL INC 24 GAGE GALVANIZED STEE f . L STORM PANEL SCALE 1/---I- SCALE 1/4--l- . DII, , . � . IT I � - 0" . I '...-I , ... � - ,� 11 - � - - ,,,l'. � 1 - \ /27tllac 1, / 11LIECOm , GI.OBAL "I PROTECTION PRODUCTS. LLC. in MIX, 4W �- $I STREET , fit -,,.r �, f I DLW 11"Ma * EW"Num"a 004- N. - ---ft HA ,iii-A. - - optu ., MI- . war, IF, M3 , , 20-175 PHONE. cv�"-Tsm, m !-)M-097 , .---...... I -1- M=-11- � I "' "', I - - DRAANG K.- "i 1E Sbkt,�GNAF.WEMIM . �ITA X TA,LT 0, P.E FL�i I ff RA -1.1 I �� -I;m -.. 1. -r-4 . I 11 -- I - ---- I MAXIMUM A.5,12, DESIGN PRESSURE REIN (12.s.f.) AND QQRRESEONDING MAXIMUM ANCHOR SPACIN,Q LAR 5IQRM PANEL I INUALLATIQNS INIQ WQQQ STRUMM (VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) ------ -- -- MAX. A,S.D. 'D E ESIGN RESSLIR PATIN G (P-s I.) - - - --- L"IMUM ANCHORS SPACING FOR E& - AS SHOWN ON SHEETS 6 & 7 ' APPLI TrLE ALnRMTK- I= OF THEM I I MAXIMUM PANEL a.. 1. (111) TAPCON LAC SCREW PMELMA rE FEMALE ID PANELVATE PLUS WOW BUSHTW; 13' ly is* 13 - Ir Ili (TOP) --T3,;--- -T2,:-- ----Tz; --I F iw (BOTTOM) - , 6 1/2- -- ----L21� 8 1/2- -. 5 1/2- ----- 6 1,1� 6 1/2, Dw (w) - - - ---- --- - - --i I /A- . -- 2-1/2* 1 - --i;- - 6 ,/4- ------- 2W SnL-� 5.- OR - I— 8- -..--- --- a. a. --- - -- B. - 8 - . -.- -------,-.- ir - ili [TOP) ---- LESS -------.-- 8 . ------- - ...... ------ -------------- 13* 13' 13, -----.- -:t-(9T?k9 13^ - 13" ---- 4W (TOP) �5, -45 OR LESS - ---- 13, -- -- 13- ----. ----- 13* -- - 1 13' - ;3, - 4W (BOTTOM) 13, 1 r i3, i3* a 1/2, - Iw (w) - -- 13' , ---,--- t3, Q* 13, 6. 1W (BOTTOM) ---- ---- 1 �2L -------- / 2- 6 11r ---.-- 6 I/2' - 2W (TOP) �22��j - -- -- 4 ,�� _____I_ _ __ - - e ... - __tL_ 6 I/ -, '. ----I- -6-1 2- --I 2 ,/,. ------�;-F0i;T 6 1/2- --- -6 1 lA. jW -(wnv) - >50" To 14'-4' 4 i/2* I— .-- To 7/2- --- 4 I/F - _-_,.-,------._L g 1/2- -- --,---- ,*,-- i ; 12, i �� ----------- 12- ---.--- � 1. 3W (BOTTOM) I 01 ICT215--d ----- ". � � -, IV' --.-- -- - -- ___,Y --- - -, 13* - - --- B 1/2' L. -1 SEE TABLE #1 FOR MAX, A-&D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER C-4 JSi USED, CORRESPONDING ONLY TO ALTE:RNATE 2W ON S14EET 6 I * I 1/4*. TAPE: N - '. ANCHOR a 0 ox, if I' W, --SEPARAIID, N 0 M GLASS " ff�L � t 7 , � .1 - , - I - , I � ,., . . , C POURED, E.D.* ,,, - / EV57R, R CONCRETE O 1�. COF E�4UCiRETE SLOCIX ,,.�� r IT 'ED "Am �,- "."'. : 1. 1/4-0 PANOLMATE PLUS, - CC ANCHOR 0 121/2 � 4 MAIL &510� MAXIMUM ANCHORS SPACING FOR E,D. - AS SHOWN 04 SHEETS 6 A, 7 M"IMUM DESIGN TO PANEL T*CQN I I - - � - LAC SCREW I PANELMATE FEMALE 0 PANELMATE PLUS WOKIC BUSHING PRESSURE RATING ALTERNAIFTA� * A& .&. INA , fNCT I ' -L' (P-�' I OF 7HEM (if-) 13, Ir 13" 13 - 13' tw (TOP) ir - ----�i� ----lldr--- -- I -j- - ---V-- `ii -06"-Omi 6 1/2, -------i _6 -1/i,. - 6 1/2' ------ ----- 6 '12- --- a lf2- 2W (Tom - --- 7' - ,.--..--- 1/4- -.7 - - - 8, ------------- L2 I _�K __ - - w - 6 1 /1" --- - --- - 7 7W (SaFT') jw---"0i;) - 5'-O OR LESS -----_-__ , '/2- - - 3W (BOTTOM) A, W 8' - -7-L/2i 13' - -TY, --- ------ -- - -- I ". -"(W-) - - T-stz----- ---- 13' 45. -45 -- ----- 13* -- ,- 15, ---- - - 13, ----------, ". - -- 13, --- 4W (BOTTOM) - � T .75,D-75 13, la" ". 13' To' - III, (w) � Ir - 13, ----- 13' I'r , a v., III (0myrom) --- 6 1/2- - 6 1/2- --- a 1/2. - I - ----- 6 ,/2. ----!�-Z!� .- 6 ,/2* -- 2W I -- - ---..----.,.- 6 1/4' . -----�2-7ii 6 ,/4, - (-,*) >5 -V .---- A i7-;�F- ------ -- --i - " 77/7- -i-1,7F--- -----'--------' -"-'-W ---- " :- " -'--' W -- j7 Ijapj - I 7' 0 - -5 -----F--- IP2 - iW T -- --.. --.---- 1-1. ---. 5 , 2 . �- --.-.- 4W (TOP) - --lr Ir ----!-,�--j-----�,,3:- 13' --- - --!2K---- 13" - - "I , 4w (WITOM) i SEE TAME #1 FOR MAY, AS.D. DESIGN LOADS & MAX, PANEL LENGTHS WHEN SPACER fJ4 IS I - USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 I * TABLE #11 A A.S.D. DESIGN LOAD MAXIMUM PAREL LEP47H - 40 PSF OR LESS 6 .-B . > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PST W-10, -j A MO. PANEL LENGTHS ARE ONLY VALID FOR TINISTAI-LATIONS W/ PANEL MATE g�E 0 OR PANEL MATE PLUS 9 1/2' O�C. �'o AW �f*W0,ti!,43" INSTALLATION DETAILS FOR LIFE SAFETY PANELn1 INTO POURED CONCRETE OR CONCRETE BLOCK-SIRUCTUR EXISTING POvRtO '/A-. TOPCON ' - -, PPSTING POURED I CONCRETE OR ",", dbNCR DR ANCHOR 0 9' OC. CONCRETE BLOCK �' CONCRETE BLOCK REOUIRED. , . , � � REQUIRED� - 11, ��-� A 2 I I- : C - I � --;�' -, z � -� ., 141�r --(9) 1/1. 1. 777�-,,� ;6;;;!�� 41/4' 1 4 7 -*==-A I 7, -, , � ��---- - � . ...... ; - MAX - "- In. � I I ! it ,� I � z:.�a�. I , - ,R ( - 1 M,= , I ,-IN -C I i I 'L� ILI- I -ANEL �;NGITHI (SEE ELEVATION I , I j I ON SmEEr i2�1 � I J) L/2 t, � 1 !-p . 's j GtTfr - � ; t - � I , , - - 2ECTIQN..R-3 0 REGUIAR PANEU - TYNF w SHEETS IS III IS FOR ANCHORS C Ar *"G FFIR IWITALLATIONS INTO WOW FRAW 81.14MOM, UN ANCHOR SPACINGS MO UIHU;jV I= DISTANCt An WDICATO ON THIS SCHEDULE, MR ED, LESS -,K% WMATIM ON SCHEDULE REDUCE ANCHOtt $PACIND By MULTIPLYINI; SP ACM SHOWN OR SCHCDU�Z BY THE FOLLOWINIF r C'M MR THIS OPMYON 70 BE M""U" " REDUCED SPACNIC DVIAINED USV4 FACTOR SH� NOT BE LESS THAN, MINIMUM SPAC INUCAOLD I" EACH ANCHOR rt,,E ON .Is SCHMuLz- "'. I 1 le. ANCHOR T"t - - . -- -.--- FAI02, ftiA MIRIAM. Aww vAcm:I (k) 3 - ' - '=--= L--=-,,,-)- � 3 - l 31/2 jo.- 8.0 00, mmm EDGE , IIEW - F14;m I I/F - , . I , ,/v - - - �- 1 - -117- "I! - I ,/z - �U- C S �p 0 .11z Dv-� I'D CONCRETE ALOCK RECORED, I/ CITOR (BEYOND) AN4'0 RANELMATE WALL MOUNTINGS I - SCALE 3/8 i�"-,. ., p 11.mu I 'L* mm, " PANEL LENGTH (SEE i ON ELrVAII SHEET 12) .11 I . rg -431 I Tse"VII) I - L - - � r II. I - ; .. lmwzf"l ,*am* - Z14M FLORIDA BUILDING CODE (Non Hich Velocity Hurricane MAXIMUM A.S.Q, DESIM ERMURE 8 INQ (p.s.f.) A INQ MAX10M AHMR SPACINO SCHD= FOR REGULAR, gm- - I � I - 5 � 1 i � i 9 �QXOMA-MNCREIE BLOCK-5IRUP-IM (VAUD ONLY FOR PANEL (3) INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5) MAX. ALSO. I- I * - MAXQWM ANCHORS SPACING FOR MIN r-O. PER SCHEDULE BROW ~-A.x TO SECTIONS MAXIMUM MAX, A-$D. MAKIMUM ANCHORIS SPACING FOR MIN ILD. PER SCHEDULE BELOW * - Mk,.Lt - a TO mmmu DESIGN PRESSURE & f. FAME, LENGTH DESIGN PRESSURE PANE L.E NOTH 'I! 1APCDN SOUD-SIET PANELMATE FEMALE IV PMELMATE PLUS zkw-mmm CALK -IN TAPCON SOLID-Sv FAMELVATE FEMALE TO PANELMATE PLUS - ZAMAC- NAILIN CALK-iN - !N1 :- 2 RATING (P-cf.) , (it.) RATING (P,..?.) CFQ To To NINUMI co6ls . mgm ogi. TO . To To I `0 comaeur ZIM TO Fa To mWoRm ODR`R`11 RLOC,, COMEMMATION or THEM .-" � .0. PLOV cogm - TO CONCRETE - To - ca"O'n, to To TO cv.op or- a= - - OF T-1 - 7-T -Tr 7 13- 13- -m ,3- w r 131 ,3- fl- FT 1 imp) w _ - Ir I 37.,-- 13, 13, 13' 13* I" 1/2L, I Imp) � --'--------- - I 13 3: 13"- 13 . -1� -�l - , 13- - - 13 1.3 1 1 3. ,3" - 1 (BOTTOM) .1.7i= 2 - - � _�__ 13' , 11" 3� _-I- - - it t/v - (BOTTOM) 4 , I -- --!-3:- - -�i - 13' ly 13' 13 3 LiiL ,l . I 13' pli 3. 3' 13. icr6i�) 13' - 13* - 13, -- 1 Ir -- 12f, 1 13' __L3� 73' __L3 W 43* - 13' -- 13- 1 I I/V - 2 (TOP) - --�13� -ill-- -2L I-V -a- 13, - IS' .- 13: --!3!L!!L- 1 - --!-3:- ,3' , ,,3 ". - - 13' -- -- 13' 2 (BOTTOM) - - IF -- - is' - is, - 13* ---- Is I - I31 -- il! - 13, - ly - --;F 13* -- i3l -i --�-;--- It I/2 , 2 (somm) - ii- , - -i3L- - - -- -i�L- 12 1/,� --- -L3:,- -- --2: 1/1 -L� I" jjj:-iw . 4- ��L,-ug,&:"-:,:,:,: - I ,,, ,-- 13" --!LL- �. - ". 5 1/4. - ly 6 1/4- 3 (TOP) l (sonom) W-41 CR --!!� - - -F --j 3� - - - 3� -L - 2 1/2' --F- --!�: ,/I' -IF- w 1 1/4- -jr 13- 6 1/4-12 - tr 1/2-12 - Ir I/O- - F 13; - --i� 3 - 7 6"T/ - I $/2' T W 3 (TOP) i, (smoin - V-4, DR --!�- -!�-`--"'---:�-` - -,-..--,- I-- - -� , — -.-F1--- e . ---- iT, - a . I le - --,--- -rj�-�- -- w '. ----., 81 - -_, -, a- ---I--.-- --- -, 7 1/2- ---I--- ---- 4 (TOP) ;7-Cfj-0Tj�j;i I= --- 1. -IF i-,-/F - T - 1. � - -- - , ��:� -Ir 5 1/2* - - I : ff- - � 'A 7 t/21 T -- - -..---. --ff�-B� iF- ----- 0- -----, 1. - - �l , (TOP) -- , (901710m) rpJ Lm 11� , --:[�� 1�: ` - -- is, - 13, - _ � 1.3 �'L 37" j: 7z�- 15' ... i� ur - �F 5 (TOP) il��z �- -, , -- ll.-- - - 13' --- --- 'i § "' - ' 11" ;�3 ---- i3* I Ill I 11 - --y i ly 13- - -- - �F 13, , -, 0- 1, ,.it- . " I:sv� � 3;� 7 I ii;� � I - 'r 1 is- --,� 'I 1 11' ly -- 13* 13' - --- -,-- 13' --. 13' 6 MI') jj;, - - 3r, 3. -"- I a' 13, ---- I r 13, ---- 13, I3, -- -- 13" - Ir I- Di - 13, I -- is* . I I : __L _ 1�rL " , !l7 3' 1. ,3' --f j� '11 I/X -- 1/2 I - POP) 141, -45 6� -- - - --- a 1/4- 6 1/4" i 6 1/4' ( 1/4'I - -- -L-------- - - 11 - - -C-1-- l4' --ri-?6ri-w;j 6 Ile *� -.5 - - _ j-----r- - 6 1/4 IT 0 1/4' 6 1/4'_j �:I/---; -j- � 1 A - - i- - -9* - - .,.-. I - _ 6 1/4'1 _ - 6 Ile , -- ILI (BOTL-) - OR LESS To +m -155 Ir , - =-� I:- r I - -; =3 I -1 Y I Ir I Ir I _r I 2 t/2 -1-2�-d 1-1 - 7 1/215 1/2 - 10 1/2 7 1/2 13' -.-- ty 4 1/2' IT& I VIOP) t (Earvom) 13- ---- 6 . __-- I'- 7 )/2- ,- --i- -L3:-- '3 , 13- 3, -,L3:- 13, � -- "- ,:z -2 r I l"- 0 1/2 i -12:--i-r ly a I - 'O 9 1/2 - -!.!: 6 1/2 * B- -- -T-1)2' Ik , 7� � =/v I --- L(704�)- �-(--- � '* IF -1� 1* , , , -;--I- L ';` ,3. ID 1/2- --L3.�-O-L/-2 13' 1 7' ; _ --- 7j--jF2 7 1/2 __ ___ ;F'-j�i-/?- _____ . _ 7 (TOP) _ -13, 13* - 6. - - I,r , I -:� � I _13�_ I - 3* __I_ a 1/2' 13, 1/2 - 9 1 /i7fi7/r -- !3^ 5 I/I* 2 (top) - i I - , '* " , -:iTJ - I I- I I- -- I - � 0 1 2 7 1/2 �L 10 1 7 I /2 -=- ----- 13' :�-Tli!zf , 6 1/2' - 2 (BOTTOM) L-n- .5,-G, 13' - "- 7 1/2 - ". I ' - ", I -11 -- 'r w -- - ly so" 'i77--W' 1 13- 6 1/2- 2 (BOTTOM) >5'-O' 1.31 - 12- 7 1 / - 2' 13 - 13' Il- 1 1 r � il-� -iE� - .- 12 -12 To' 2* 11' - I A" I 13- -- 5 1/4' 6 1/2' 8 i/4* 3 (TOP) 3 - - - 1 - �,`- - It , 8- I� I� _ 1/2' �! 1/4� __ j 7' 1 8 '/!7 - IZ 1/2' I 21: 6 I/- 12-:�L --- 8- 1 . . - --- " 1/2- 3�: 6 1/1 --i 5 I/.,- 1/4* -- r 3 (BOTTOM) ;- ITOp) TO 14'r - ---- 1 1/27 _ __- - 3' ., � I. 5. /--I _! 7* 5 11,V �1,1* 1 4. 1/2 _ 6, I/ I 4' 4 t/2 - � - 3 / 2" L2 6 1 2 - (BOTTOM) - , " 'Top, TO , 9 -6 . ... �_ l' __Z� _ - , --- , a .t - f. 1- - r I - - 1/2- - 5 7 I 12. -1 . - -C 4 kii6MCj K _ .- - 4 -q2-- __ --!:-- .. _ - E-, f --- ---- - -- -- -13" - -- -- 150 -1 - -- +---1� - ---- - -I , a' a - - - 1/2' _j_ ___L_ __ � - Ile I _ ---,A!-, - A I --!:-,. --- --- --r 13- 1 ll , --- -w . 13' --- -- -��-- 13 --T3 0 1/2- -g --�il --�-� -13-10 --- L - , . -1 -.1. - -. - . - I,., - I n:�j t � (.top) 'a, _ . ... ij - , - ---- 3-, L-,- qll,-i, -2: I , , --%",L-jL- 5. i3' 6 1/2 4-11-i-I . . I'. , '. � . I � 5! - . 13* . 1 13- I �� - 'E. I 1/2 'is I 3 - 1 '. 112� 1/2, 5 r 7 1/2, 2 ;r i 1 3 e 112- .. L/2 " 1 MI -mTTOm ! SM) 1, ,3' ---I- 13� j 6 lIr -- 8; i- ,- -- � -i-3;- -Ir- i I - A 112- Iy+Imo-- -- if �--IF v 1/2' I / . Is 6 I/2' -127 13, 6 1/2- 5 1/2, - ir I- ---,-, , Ijo , ---� ----,. - - -1-- - a 1/4, --i- le a -.)) , :: 1 - 6 1/4* -�n- . I I -� , " _ - I/ 41 6- Bcm,- - SEE WfW 11 FOR ANCHO" TYPE III SP.Cmc FOR NETNUAICIG INTO #M f%IWE OWUNKEE, * MYRIMTO ANCHOR SlIACIFIGS MO MINIMUM EVOE DISTANCE ARE WIXGUM ON FNS SDWDaC FOR ED = It" WIGIDDI ON SCHEDULE REDUCE ANCHOR SPACING Rt "GIIHIANIT SFADNO SHOWN ON SCHO)GLE in THE FOLLOWING TACTORS. FOR THIS OPER)ITION FID BE POSSIBLE, RUKCUD SPA" OFARO VaNC FACTOR SHN,L NOT K LESS THIAI MINWAUM SPACM MICATED FOR IACI. AMCFlOR TYPE THIS SCREDIAX - -1.11 I/O. Ilv. Ili-. t/01 ANCHOR rme !/.!O* - IMNRIll - wt-w _A166kil: FEW" a AN�I P" __I/... --- lAN`IIC NMUN -- C,U`-IN "A ANCHOR SPACING (K) 5 � 3 2,n- 2,/2 moewww" n?!�W'j -3 -3 � III f--, � 1 -� - 11;r I P151AME1 (11.04 jamtomelE - Pc- 0= , "w � I In2 :23 �l 7T ywr F - ACIUM. OW OISIIINCE MD.) - FACTOR I . I Yz' - - - - ---, - - ---- --- " - - . �- - 2 !/-r, . --- . -- � I- - ". I- - 04.0 - - It- - -- - � 3� I- 3 01- -- - - ----- 1.11,, __- I.w SPAMW ONLY VALID WHEN SRACER(DIS USED, SEE im. Z9 &I"OR 1** MI DESIGN LOADS & MAX PA14EL LENGTHS WHEN SPACER JAKE Al a - AS�O. DESIGN LOAD -.,b - 4 - % MAXIMUM PANEL Loam 40 PSIT OR LESS V-8- > 40 PSF 'TO 50 PSI, W-2- F 6-10" __j A MAX. PANEL LENGTHS ARE ON�,Y VAUD FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ Qq SPACER AT 12 1/2- OC- - --- , ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 11 14, 15 &16T--- - -- - - -------- ----- - - -- 7 R-W`13� R-2A/13. R-3A/14, R-19/13, R-29/13, R-30/14 3� MAX . A111FR-JAW/1,5, R-2AW/15. R-3AW/16. F*11-18W/15. R-29W/15, R-�� /1 6. I , � , - - -- --- - - -T-- - -------- 1 : � t � I � i ! I ; i L/2 I L I i I i I � I I 10-20.1" ELS. BOLTS W10 � : ; I L. I I � i i --yl i � (USE FOR PANEL �ENGTH � i . I MAX. OVER V-S' 1 1 I PANEL LENGTH � (D I 0 / / ) I � I I j 1 . � � 'REOU . : \ REGULAR STORM PANEL . LAR STORM PANEL I � fi'-S' 0 +40.0, -400 "J, I W1 OVERLAP MID PANEL LENGTH SOL, 1 / i � I 1) . - I i I - - - - - � - - I . ---- L I I . - I I 7'-s' 0 +50.0, -.54.0 p-.f (W/o I 1 -4-� ------- ----- 01------ , -� ------- - - ---- ; ----------- - I ZM PANEL I I OVERLAP MID PANEL LEWN SOLT) I 1 : i - ,I i I . � � I - I . I . I - - � I , : , - I I -- �� I T - � �� 11 - I � �. - I 71 , - L I 1 1 1 , ; � I USE 2'-8' MIN. PANEL LENGTH . I , � I A" I 41-1��, � "q� ; I/4*20tI' . ---I-- , - . - � --- I .-- I `�-, AT ALL MOUNTIFICS , I I 1 ,�4- i . � � - - - ��" : r S.S, IT /P ' : I ��-,4� t. I I , AT EA %VLA , - � I , , 1 , I � , i � ! : I . , I l I , --------- I I - I i . - . I - I 1 I -,-------.-] ---- I .11-' - 11 . . - � .1 I --- . � ,- �-- - : ... I I �. � � � - � . I - - - - - - - I I I - i .. -- - 11.1, - I " � - I , .1 11 I .- I I I - .1 I I - 7 - I I 11: --- I I I � . I , I , L/2 , , � I I - -- � -, ------ -,--- - - -t ;1 � , � , � I : . , � I -- I " � � 1 � I I : 4�,, I I - I - I -1 � . I I. -11 � � . I - - I ! I - - - I—- - - - I 1. 11 - � . , . - - -- . - ,� -. L- . � I � - ; � I i I I I I I r I I ,.. - - I �� , - � � , .- - �� I I , I , I I 1. - 11- , -11 I � � I I ... � I I I - - I �- -- - � - - - --- 1. -- --- I - - 11 - A - - - 1� � I - - � I � � I . -- � --- I � � , I I 'L i I '- - - - - , � --I-- � � - . I I I , I iotwcq At- 5�10- - - - I : 1,-.,-.----- � - I . - ----,-, .-F .1 - - - -- 11 . 'it ___ ___,____.___ , _ e - ------ - - , ��' 1 ,��j � I � - I I LOCATION CP LIFE SNFCW- - 1 1 � � I� I - RANEL BOTTOM CORNERS I "' I I 0 � I I I -I ! - I f I I � � - t, I [, 41 rx, , � , . — I � "03 - �-.— --L � . , "I - - " , - - D.M , I + --.111A1- -11 I I . -!?%!vFI- or 40 1 — WINE NUIT AT EXTERIOR I _MD NUT AT I -Y wy t I—. f, ni P.h. R-IA/13, R I LEFT PAXEC RIGHT PANEL 3: AkE INSTALLATIONS ONLY VALSD FOR WIND � 11 MIN , . -2A/13. R-3A/14, R-11B/13. R-29/13. R-38/14, I AJEN.T, SPEED UP TO 170 I �R-IIAW/15. R-2AW/15, R-3AW/16. + p- JBW111-1% R-28W/15, R-38W/16. 1 - .- -- -- - - I - , --- -,ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, I 4. 15 &16) ,. - 11 -- - � - I / - 4, M". w LIFE SAFET I ELEVABOUN (f) - -- I I - A -Y 5TORM PANEL (L � -�" STOULAR 2,W7, SCALE 1/4"-l' 11 j REGULAR il ` C, ) RED (MIN (1 I � 11 --�` �*,R',,,�,l -, FIN PANEL lx��!Llttt!911 VN-11Y) 0100011, STORM PANEL � 'c g -, - �, , twmv, I A - I I - , 4A0 � ,It, �=�t - - ,,; � .� � aM m, I -- --- ------ I- - .��i � ,/ � � ' , ---- I— -��, �-.��-41F �, �.., = � �;--,, �z,' - � , I Im.=J ------ -1--7-- *�7z�zz7 ------ -------------- tt" pi* �, - � ------------- �----- , NO, It ,,�� I/ , �', � � , - . ",A ,- / NAA,4� ��fI k ocws .�;_%,� �' , 1 w IV �11 \ / , L .-,-, , ; \, / ;, � \, / 1* yr. ., Ip !:� F'�21' 1 ,-, ,,�I � - -, ��,)��- �," I - \ -1 . -- � �� _ 7 - i �\ - . - -/ -/ !!=zm"** �. 11 n= _ == t �- �f - - ------- I I . 1. . I =z= � -�-,,�F�jr,�= - - 1, . - -01 LIFE SAFETY PANEL MEMO SECTION A -A SCALE 1/4'-I" i I i I � - - I - - ; ' , MAx' D.W(j), !-' !m- I � (�)04i - , I i 1. - __ I,_______,___- _-_ -,_,_,L - , " " - - - - -- - - - -]-----------'-- -1 " - - .. I � � ; 0 � 0 0 0 0 0 � 6 � I � -- . .. . - - � I j , , ------- --- - F --------------- I -- ------------------- tm� ---------- , , � , ----,- I : I I � � k I � I � I I � I j I � I : � , � 1 i 1 I 1 1 � � �: 1 I i i I i I i , i � � t ! T 4 I I t 1, I 1 1 I I � � I , 1 , � � � � I ! Ij � ��, � i 'TT I LJ11 ..1, i I I P I H I 1[ : � I I * : : PX SL.Q'SRINAnff-`DkTE mm Tiam Wm, 24 GAa GALVANIZED STEEL STORM PANEL I'A I upj.. 9". —0. - 01/27/2m M;;;��\ E C \ C-LO13AL PROTECTION PRODUCTS, LLC. Q40 3.W. 51 STREET OAML "' = I ,,,, No At �� Cowp. . - - .iA`,R`i- �. - 'I, � pttg PHONE. (1154HRIli FAX11154)(02-17117 20-175 - CA-0:467" --!!�� LTER A� IUIT - . - 1 - -- F9 I I - . - I. WRIO1 I& Llv , , - . ; I I I I - ------- -- INSIA N DETAILS LLATIO --- POR LIFE SAF ETY PANELI -- INTQ WOOD $TRUCTURES - Z, . - -- - , - I 1 � 7 l�� " 7 � i , ,, I_— 'Ll - - I I I " '11, I . " , I ;.-- -,j711 , ,--:- I i", i - 1,4 . 7� -- ,.- - � r I " - - ,� I . ��T '- ' 7�- . I i� I ,; I -1 �', I - I � � - , WOOD HEADER � 1, - I � 00 HEADER . . �� , � ,I-- - _ I - - I I - - - __rQ --- �� - 11FOUIRED �11 I QUIREO �1 ,-_ � I -1 .. i .1.11 - � � --- � I ,,, L� 4 I -��----7-:�� I - , 11., - . -- - I . ;',' WOOD HEADER 1 -.= , - - 1 I ,I, � FEE I . ,�, - � . - - � I'm 1� - -- -TIED'ut, �� , ,, :1� ;, � - � - � . - : " ;�, I - r - 'I., _ I I I , I . � , 'I : ,� 1 1 , I . I . ,c I I � � 1 r I I I I - I I I � . i :;, ., , I �� 1 - . I : ,� . ". , IJ4-0 7APOON - I A z O., -� . . I �',L- � , keCHOR 0 9' CC , - C;'DI �, %1 I I I - I ; ,., � . � 1 I ,,� �!:� I C2, I -" � , I -1) - - : . I I I " �..� ;�� " I � I _IZ4'0 - - ' � I ' ANCHOR 1 .-� � l� , . -11 I t . I I �, ;I 9 I L I 1�. I I . 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STORM PMELI jN,ca&LjAn0Ns INTO CONCREIE A CONCREIE 1LQQK STRUCTURE$ (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAIL A.S,D DESIGN , PRESISORE I RATING (P�$J) MMIJAUM ANCHORS SPACING FOR " U. PER SCHEDULE BELOW * ^PP"CAB` 9= I! I I - I & ANI MAXIW,jm PANE. Li:�TH I fit.) ". A.Sm. DESIGN PR ,ESS,U,RE Art (P.. .0 MAXIMUM ANCHORS SPACING FOR MIN E,O. PER SCHEDULE BELOW IIAIIE APPLICABLE to L , I 'I & :._ =T 6 . OF !;;�r JAMIMUM PANEI LENGTH *L' (it) TAPC0N SOUD-SET PANEUIAIIE to PANEI-MATE PLUS I ZAMAC-NAIUN - I -IN CALK -IN I TAPOON TAPCO1 SOLM-SC-1 PANELMATE FEMALE 10 PANELWATE PLLUS ZAMAC-KA4UN CALK-W - --r. - TO comagm To . TO .IC�.Ozcr, To I'- 10 - v -- " I- - War. -- OF THEM 7�1- F--- To _ �_�� TO To To TO .I.C, coicere: 00"CRE M�cwm AL- 'm - 7-0 aminquiti eac" I >-66. -65 �7 To LL -75 I '� -::I ':I - * :3; : �5 ly I 13' 13* 13* 13* 1 12' .a t ,3. 1'. 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I'_ - I I rl`� '- I , -'/ �� 71 �12 - 10 1/2 - F I -/5-, -1 / q, -3 13L G. --i-L- _ 4 1/2 I!j � -i3:-4-6 I-Ir - I (90170m) 2 (TOP) ---- Sarom� �- -( -13�_J_r_ - - - ,--1 .-- --t- fr +-.- 13 � Tr - ly 4 - 1 - -i:�-- � :_ 1/2' �;- - iF --L-1.1i -13- 12 1/2`t2 1/2- a Is I * - --- - 8,L� - - --�� -13- 1 3 - -T�Z� 13, _jr 6 1/4- --- 7' -- 1. --�- --- - --T37 - 9 1/2 - -- 8 1/4- 3 lIr - 97' - ii/ff a I/2, -i -,/-� - - 13 -- 12 1/2- 8' - .4 a 1 f-1--F - __L _1! :Ij 13" - 9 1/2 - -C",j.� -i�-- - ---- I - /�jjla _L I 1 a LL2:= I - 10 1/2-17 1/2- � L- - -T-- --T - - - -T- -� 1)2T -�-- -___ ,/,71 - I W" 17 I/2-1 1�7.1,�IL2- _ _ , _ _j 15- : fi- - - , 6 '1/4�T' 1/4- 6 1 vrk2 " - -wK r I - ----- 73,; 1 0; �:- _j _j, !,� - i . ." --- I 11 112 -- 6 , a ,/4. l� I 3 _�`DFI) 1 (BOTTOM) - 4 (TOP) A (BOTTOM) - W) 5T -1 9 ) � - 6 lrr.� (�) I - - . . X I/ � � 6 . - 1/4 6 , 6 ,/.. /4 0 (BOTT -) ------ SEE SKIBET t I FOR ANCHORS T�f & S"ZM " 0WAUIATOIS Mo *004 FMW HULDt"S, A VIMMIM ANCHOR SPACkCS AND MOMMAIM HEIM DISTANCE ARE NOCKFUt ON TIES SOIlEDULE MR r 0, U= THIN ImwliTm 00 5DO" REDUCE ANCHOR SRAC" BY 1"Tft"NG SPACING SHMIN ON SCH, ou" of THE rou.owm rACTM MR THIS OPEAVION TO BE POSPINLE, REDUCED 9mcm 08 I'D Vf*4 FACTOR SHALI, W BE LILES THAN ON" SI�KM MIZATEO MR EACH AMFOR I't ONTAT'M SCHEDA1. Y'Ot. I AN !L - --]��--'- L 1� IZRI.- N40M TYPE _ _ up0m __ . I.- reftE To " - _w" - - G,Dt" - MINIMUM ANCHOR SPACING (K) 3 � 3 3 2 '/I - 2 1/2 � mmwlm EDGE omit"T' 0I`) a 3 ,,�2- 1. . Ill. I Fin" "A talmolas: a- IIN, � - 3 � '/I' 4, 1. 3 � 1/2 5 �/I,* -- - ---- �� I - - - ACRX BEIM DISTANCE (Ea) FACTOR I ,/v '� - --F- - - - - - - - - ,- -- I- � /2 . -- "�- - i---j---___- I . - - . - - -- 0"ti - y .1--l .." I V.. . -- [ � - , I - Im I 1 _- ��-- tt.� -' � - - - zt ix -.1. - -- 1.0 Lite I - �w SPACINGS ONLY VAUD WHEN SPACMSIS� USIED� Sm #1 FOR MAX A.SO: Is DESIGN LOADS ILE MW PANEL LENGTHS WHEN SPACER USED. r I- - I- . .. -1 1/4-0 TAPCON - EXISTING POURED 1/4-. TAPCON MCHDR 0 9�-b.C.- CONCRETE OR ANCHOR 0 9* " �,� � , ' ' CONCRETE BLOCK 11 ��, :. , - � I,. �, , , `,,� . REOUIRED , �'��,,. - �,, - I -I , ,,, , ,,,,, , . . �1% " � 4I .", ;:1 I F, , . � - , � -------- -,-, - 1/2 I- 1 1/4, - I i I "I " � , ,� �� A. ��---� I � E.. * I . I � Eff* I I :; I I - I it I I - I . Exint �m� 11 I` -� I � It � OLk%S I , i., I I i I I IwM,vI,AFL Inalm - -.-V) i I I I I- I I v , M-. it L, � L �, I - - )I"- --- I 1 I PANEL LENGTH � (SIEE ELF,VAIM 11 1* Mi,l. ON SHEET 121 1 - -- r SEPAAAMN I I i I TO CLASS, I � , 11 A I I , I �11�11",'.'.,� , -��" �,��`,'R""',,`�,,,,, ". -1 � ��," -'1�1'1111-[," t L/2 � � � , 1. - ":�� ,�,�,%" f 1 ,"�,"',�",'g,", : I � , � � � F (i) , � , Ez,* ��,,',� I ,� ��?" � -, � � "I" , i I :�,,.. '5 � � I i -4 1 � +-A I I I I 1 I ,, � ,,,��;: . 11 ,".�, , ".", � 1, � I I I. III ur I �%",Xl [)R I I , [�?" 4- I � , . 4 3/ 1 I I- - . � N -----i--- "I I I --rA) �7-1 1/4'0 IAPCON ANC14OR 0 9' &C� EXISTING POURED CONCRETE OR -CONCRETE BLOCK REOUIR0 0 ffwaU WALL MOUNTINGS WALE 318� 1 - - TAW #I A A.S,Q. DESIGN LOAD MAYJMUM PANEL LENM 40 PSF OR LESS I 11 -1. > 40 PSF TO 50 PSF I 11-2. I > so PSF To 80 PSF - 5, -10* A MAX. PANEL LENGTHS ARE ON�Y VAUD FOR INSTALLATIONS , W1 SOUD SET ANCHORS & W/ b SPACER AT 12 1/2- O.C. INSTALLATIgN D CONCREIE WAILS FOR LIFE SAEETY P NEL Cl) , j"JSlING POURED 1/4'# JAPCO�_ _ __ _ STIFXT POURED 1/4'0 TAPCON _ , �� - --, ,,-- , I CONCRETE OR O.C, 1 ANCHOR 6 it G.C, - : OR ANCHOR 0 9* O�C� " v/r: ,, CONCRETE BLOCK �� "I , '�`. 11 RtOulitElY � �� ", ": ��, ,,, �,, -11 ,,,, , r% , CONCRETE BLOCK , � REQUIRED. � , " , I I" , ,�, 11 �, ..'�� ,,,, ,� 21 ,� ,�,,. �� - 0 I � , I �, 1--f-I I 4/1 .,,�, � � 02 0-," `�`, � , " ,� v � 11 , t I - 1-1 - ` �m' J � , 'A � -,, I `�,;��', : � I . , �,,,--��.-�,f;,�,��I,� � , 1.11-. - � "", ,� I �"-o��.,� . . . . . . . . .. I : - r T I' mi.. I -SEPARATION- TO CLASS. I t I - � : *,;�� 4 - 'A -1� , I I I - , il 'm w I "I � 1 - ,� 1 1 -- I y .� I - . i" I I , - , 11 I � (SEE ELEVATION 1 1 I 1 - - ,I ON SHEET i�) � I . I I -� 11 - -'� I - � I 4 i � 7 :11 I I - � �'. I- - r___-i I I I " 77777'7-7, ,,Ir ", ,-� ' , - , � " � , I I : I , ,, ,:, , ,� �-: � � , '," . I '� I � ,, "' p � �i) �, 1��.",�, ED. - �,�-,g,"? � ; �� :,'� , g ,, i . � I : ! � I - - to 5" I " , , , , , - 0 vrw.: I " " , � I � � , 4 * : i I 1 ,-, , , ", - , , ', ", � - -1-11-1. I ., � -A) , . 1/4-a TAPCON ANCHOR 0 9' 0,C. EXISTING POURED CONCRETE OR _ _60,.RM .00X REQUIRED N"I'l I R-jff -- -- - I SIS SHOETS 4.5 A, 19 " ANCHORS Ammm Tm A � L/nI� . TYPE III SPACING MR INSTALLATIONS "To TMICEN WOW MINE BUILDINGS. VW4 AIAlKek $FPACINQR� AND MINNUM EDGE DISTANCE -- A"iKR VA04 ON4 -3 lt'!�t' �--� -.5 - .-- ,E); --, - SCREPI MR T,& =%N*=. ON %-VREE RED= AHCwR &.4cim; - .( 0-AA, 3.* 0-1 -- 3 a, - ----- saw-vula By THE FIT FACTORS mutf. MCE mumm = FA" , 'Ir- iMtIt MIE THIS OPIEWFIK" TO Of POSSIVU: ' REDUCED SPACING OBTAINED USING FACTOR - w K LESS THAN --- _ ----- - ----- E Vr - I- . -- - -- --- - ozl - -- ----- MAI SPAC04 lRDICATED FIR EACH ANCHOR TYPE 04 THIS SCHEDULE --- " --y- - I - ----- - 640 - I 1 3 112' . _ _:- -- I -""',- %0, � tl'��, - A , -1 -,,�, E,o , � . "I'X1111 'll r r. -1 1. I �,, . . , �1� -% ""I, 11 - �11-10 , r : f� I 11 a 11 E S- =s -1 i: � 11 i� � I �-- --- 11 --S 1' M;,, DRAPAILOR G TO GLASS, IT .1 11 � ... 1�, 7�"'?rl�`�11'�'�� .., r, I . , I � "X I 1� I . 1�-111�1 :L� - I 111i ::::: ,�L� - ,- , , , ��, , , L" , ... -, �Z, E.O.* �, ;� , AV I MA&'L " � , - " I � . -11 ---- --- - , -I I 1111. : I- F I - - E� .. 7-,-1111 I � � I I � 1 -- I � I I", I I " � - 1-11 .,,_ I I i A I - (-I ) a I- mi,,. I 0 0-20,11 I .ZgN�-S1*PAI11TIOI,I. : To OLASS --I -�- 4 - � I .. . I q, -�, - Jr ---,O , 't 1 I . .&*0 , - - � 7 �� W MR PANEL I " I F At . -� f w, owif T-C 0 � I I IT --- I . !1 I I � I � - I ILI Mo. ,I, - -s I m. " I PANEL LEN � I - I A ILI Mm. 6' PANE LENGTH I (SEE ELEVATION if 1�, I (SEE ELEVATION ON SHEET Q, It I ON SHM 121 1 I � - - I 11 I If 1 ! � I .! 1 4 , I 0 "' "I'll , -1 I - I I--, . -, I EQ I - t "I ��; , �m S. � - ,,, I ED . - 1-1 I �% � I . �, , , 1/4-4 TAFCON ,�: -- ANCHOR 0 91 Ox DmNG rx�vfmill CONIcRETE OR --tONCRIFTE BLOCK REOUIRED §EQjION 8=2A 0 RIMU !Ipf�t ...... SCALE 3/8-1, It- � - 4 � -_ -, ff- --- It -;-?7 .. I - I ; (�, ;117�7 %�K'31 �-�,17K 1� - ,,';,,,', , I --',';'.1 , � """', ,�,,-, 4� ,`--,,,',,;,,,,?,,, I I r j i �,,% ,� � I � , E.p,* , 1�� ,� -� I I � I � � "", �� , '�"",,�, f 11 I -11 I 1 I I 11 1, � 11 .. - . . � � � I �� - -, ED: - I . I 4 '% v :3� .. �, - - l.,i W . If 1/2 0��. ��, - ... I - - � �1 ,,, , / -'o Tw-m- -- ANCHOR 0 V OC� EKISTING POURED CONCRETE OR � -CONCRETE BLOCK RECLINED I R-29 0 m E&& r-,---, I INSTALLATION DETAILS - EQR LIFE 5AFETY �- I Ir,1414� ------- EANXIL-fl, I I INIO. WOQD -;j�UMS I - -- - -11 11 � - ". , I I � I � f . m - : , �,� � . zc - ------ I - ql� I I ,,, ;�� , -- I I I 10 i w, i I I -1-11 i, -, O HEADE � -= RED R * .1 " I i , :, 1, :11 - I I WOOD HEADER I - . - -- - � I - - -ROUIRED - - ii �t - ��, . I I -- 'L��- -1� �� I L . f/4-0 TAPCON I : _ I', - - - -Kkmm . - J�� - -4 TA" 11 i �! r . -- _X4 I I , � ; I � �; a 9, O.C- 1� I I ! i , L CHOR a 9 O.0 . - I " I I % I . .l "!, I SI: �i� ., I I � I I . 02 - 1 i, - I � :, �. 4 L I L � - , , C2� I i r � � - . ' ;: � ; . � � -1 ' ", - _RG ! - 1-1 � - ,� I � I/ - I - " - 2 I - ---- - I 1/4" - I Q�t z -1 �,j " . - L L L , t/4 � 9 1/2' I �, --j :', I q I , �!� . Mo- - ,. , � - I , �A� 1 4 1, I 2 , L i � , I : I L" I A�- 1 , � - I ..-,,.I- I ", � I 1, 2 1 t' � '� X1, t % " � I . � �["`!, �, � -1 I I I 1K., � I I : I � i Ili 11, I � I I � I I " I , .. I , -ni I I - 1, � , - L A 11 � ." I " ,----i 2 I z , Lj- , : . � cf) I � if I c!) I I I 1111"I"Li I i ft� GLASS I - - � p" I I � 0 ': � �- 7] '�-'-',-t-p . t 4 - 1- I . � .- -� 't- '� � �- L", "�,� I- Om FOR, PANEL It TN I MI- OVER r-4) � -IASSO�: ! : I 1� It I I I I , , I I !! � - ' V MAX, If I PANEL LENGTH I �, ! (SIT ELEVATION ,.", 11 , .. - - - I 1. - - - I ON SHEET 12) 4 'I' M" L 11. - t , - - :'� - 6- PANEL LFXWH ", -- I (SEE ELEVATION a �� I 0 i ON s4m. 12) 1-- - I I I I 11 , I If I" min. I I , I -A I - "F � I � I It 0 I I - . - -- � J I ��- - - - I . 0 I him. I - -C, ) III F " ,I I , 0 , ,� S I I ILSEPAR4TION -- i I P. I � , 11 'C GLASS. - I . v F I I � - I I I I fs I I I "I , t 1 � . -1 -- -@ - i I -,- P:� ":� I * itz I/f OC , E6. - , I 'r I 1 I I I- I I - I/T - EQ. I , L --- - � .11 I ' - 't; , I 4" ,� E,O It I -1 � - , . r ' L I .1 4- - , I- �- - - I- - I I - , -� I �, : I 1---1 m -, I , - - - -I - - : ��---T- - � I .... ii I i , I f , I I . , - I � � , , q � 1 0;. WOOD - d . ... .. J , I � P . � I I Ir �: � L - - : 2 .4; WOOD— -- 11 � : �, 11 � PLAT v I � ) � 1 I I REQUIRED 1 '- "`� I I � - � k - � I .11 1/4�4 PANUMATE " REOUIRED � -1 : 1 � �' 1/0-0 PANELMATE PLIJS I � " , �� - ,�, �, � � � , � � , AIMOOR 0 12 1/2, O'c. I , � 1 5 I . I � , � , I I , � i � , � � , , L I � T 11 , , " I ------,% - --- " � � � I , 1 ! ANCHOR * 12 I/Z' Q.0 � ? , 1 'I, L 1 I I �i - I � I I � i � I � I . , � J - � � , -- :1 . .1 - �J- � VERIMAW -1 R E WAU hMbM SCALE 1)/8-T, Nas '.111 ... I'll .... 0� / k Tkl�'�N', .. I/A ,�5�t� .......... . -,, . *�CEN';p'-.., .f ��.. S , ' AfflmAIIYE H-saw . . - z ' - z : o.14167 -. : FLORIDA BUILDING CODE (Non High Velocity Hur Iconts Zone) I - NQTES� I . INSTALLATION ARE ONLY VALID FOR MAX. A,S�O� 5 DESIGN PRESSURE RATINGS (p III,-) AND PAN L LENGTHS AS PER ELEVATION ON SHLL7 12. 2, FOR NEW WOOD FRAME CONSTRUCTION WOOD 2 I . � ': * w = . i .2m rt.rEra, AII, . - 24 GAGE GALVANIZED STEEL STORM PANEL � ..'. STATE Of .",27 1 ----- -- I; .5e-. I- . , - I '� " -� % 01�'. � :,fIOR! � -L GLOBAL PROT � ni �t!!�� / I I L I E C 0 ,. ECTION PRODUCTS, U.C. I'll ��,i:, WOUT TUTINO a vioniamma COMPANY 45m, ,ix 51 STRUT �- FX I)IIIIifN &� M/V/M* (I'm --- - - L- MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY Of I!LS5 OR EOUAL ! �w-- , "',�/,-', .1paimitill" i �/ I ,O p t VALA1WTLRE,TMTE --- - - -.. I Om FL mi- N ,W4�: PHW*- mwiwe7w, ,X mAtImi"m ot-mail'. - . - I - I - , � *AOID, . Tun j ps :: �� ---J- Um LIS 0 z691 � , 1 � 20-175 - =L= -0-i (1) (1) r— Cl) —0 (1) —00 > 0 (3) C— R ` 0 =3 —0 L— a) (1) L— 0- Q- I= 0 0 " = 0') co -11�-" U -0 (D - 0- U) - (D -t:! a) -0 0 0 -0 - -0 = 0 = L- CD - -2 C = 0 - (1) 3: m C C:) 0 := W Lj- ..'- 0 - m ;> UJI . - . U) 0 (1) US E a) -*--a ku 0 L- OL = F— co -0 ,,§ = . — -6-i U) 0L < 0! 4 z w mi C111's C-4 , , �z Cot 4-1 Z :-2 w � . - U) " CD CD C m 0 " " =3 r -s ig 2. r- C�) A. to " C-A cri ,;,.4 0 = U- 0- M C= - - C.4 E- -0 C= Co C-4 ;� 2� - 4) w a, ., -,- = E1= J S I 0 ..!:r .I- . 0 ,�i ri . - ; 3; " -,= IV a) 0 e 5; K= -- = W cc ,,- . - _= , I:r- 'r 0 Im- = S m C'n - &,� 06. a - LU 2E < M z < __j a - -11-0 (D 0) = U) CIO > 0 " 0- DL < -1--j 0 =3 -0 0 " 0- a) a) m In SHEET NO. SH 1.4, �, �! 1% 4 __ — _jA.r_Z1/I8, I I EZIW/18 ANCHORS I -, - - � - - ---(SEE SECTION EZ I& ALTIERNATIVE EZ1W ON SHEET IS)- - __ ____ - ---------- __ _-F III—- �, 3' WRY - " Min � I' MI � : (�)(SEE Non 2) I cl-f-I J�,�t,ms,k 't I S. - __ I - - I" " , F. -_ F_ EN, 1 � -_ . I ---------- I,, : . � � -3116', ALVVII.U. �2 J=7_ - � 1. - - ;=- I 11 I � I �A-ST PANEL I -TO BE INS'AUE-O AT r 14, OPENING SMALL ALA— i - � - 1N__-_7 i/2' DI ? �_� -7-- I . I 0 -I-- � I . ? I t-11 I I "D I l 0 1 1 -4 --- I PROVIDED W/ FEAR HANDLE 10 FACILITAI N'TALLAINDN IF INTENDED i I a- : I , 77, , ?F I I , . � I I -1 . I , I I . j � -i I I � .�� I - I I � 70 SE INSTAL--ED FROM INSIPE OF SMICTURE I i , , I j i i ; � I , I I t � � � I 7 Tt,? � I I � I i ; I ,: I 1 ! I � I i � I 1 I � I � i T I 1 I I I I i _4, _____ - I � I : 1 1 H; i I Ill ! � � � � 1 i i 1 I � � 1 � 1 I i � I i I I � I � A' 2 PER . I I I I � ; I i , ) i ,, i I � I I I I I � . I I i � I ! : I PANEL . I I NOTES : , A -111, 4 : , I . : - i - I i . � - - - - - _ - _ - - - . i 4. i - I � ____11 - -1 - IT, 1 509 � � I r - -,� - - - .1.1 . . � i 1, � I, .�, (0 - � . I E-Z 1"G S",RM PANEL S'SITM � I , - - -- 1- , , -- - - - - - -, �- I— - i - ; I I . � , IO � C Q I I 'ENO I INTERIOR PANEL) A- _ - ! I I MV`X NSISTING Of PANEL + COP, TRAI TOP & 801-OM, PI I PANEL) tfNTt7RiJP PANEL) ' IEND 1 1 i ,11JER .; , , . � ! t I I I ; PANEL I I 1 1 SE NOTES 2. 1, ,I I i ! � , I � ; 1 1 � I I I ; I i i I I � � , I � I � I I . I � GEE NOTES 2, 3� 4 I I � ; 1 � i ; - . A'2' CrO PANELS StUALL ALWT RE CONNECTED 10 0070M, TRACX I , , S4 NAN _ I I I 1 � � I I _U I z I � I I � I I ! * � ! I OTHERWISF A STOP RALL Of P"40ED AT TOP Of SUCH I "_4wTTLr � . 1 � � � I � I I � I " I i i � I % I I i 1 ; 1 . I � � PAN; L �L`I,GnI PANELS , , , � . I � �' 1 �'!'jj . --� � I __ : ! I i I -A � I � i i i I ` ' i i � ' [.11 '1� I -- A ; - I , ,, . a �/- 4U I I I I i , 1 I , , I I ! - it 11 �1 I - 1 , END -0 T Cl -I I - � i , - , ( � i� ,�' * � � 1; 7 I IF , PANELS ARE CONNECIED . 80I "RACN, CONNEC ON -1 I iLl �'* I -1) I s I I I I I I j i I I I I 1 i I I 1 1 � 1.1 ; ! i . I , i � 1 , � ,f -i I I SHAIJ CONS'.57 C 1/4'0 M�S Wi 1/8'0�31�2 I. I 1 ] - , .IT - 20.�,3/4' - WING 1 ; I 1 D 1 1 � - ! � I � � � - I -,(I 1 1 PXIE,S_*/ I/0-20,1 THUMBSCREW TI1OM I � ! � I 1 I � , I � SOI NUR OR 1/4'0014' %, H, IAPPEV VQ 1 , . ! ! i i , � i I i I i I I . I S SCAT� W/o 0 CA OMIDRYAP TRACK LOCAPON OF PAS , , � I 1 1 i I � � , i i I I i � ; . I � � TENZPS MAY BE AT EITHER Of TWO � �_ I I I I i I I i 1 i , � I CS�E 1I 1 . � I � i , i I � � � .0 EXITRIOP I'LAT TANG OF END PANEL, � t ScCT,ONS As APOLCARE, � � � I I � ; I I � 1 ; I 1 j i 1 i 1 I 1 I 1 � I I i- I � � , I - 1 I .1 A -, - t � I _ �_ ! 50% I I I � � ,� I ; ,� ,I , ,j o ! �, , � .. ... I I 1� I -J-11 , - ,� I � - � or �0 1 (4 ., , IN CASE 3HAT FNO PAI ARE 401' CONNECTED T(� EOI � F", I, I - I i T _ 11 �x TRACK i, N A STOP W iS ONLY USH) AT TOP) AT LEAST Iwo I I 1, 1 j I � -,, j [ ! � i I -1 , T - 1 j I - : , j T i C� � I 11 i i " i � - "' I - 11 I z 41 � I - q I . I : i I � 1 � � PANELS SHAL, BE CONNECTED -,C BOTTOM TRACK JS'NC SPEC ' 5 i I - 44�." � . I _1___ r - - - 1, - __ , -, -, - ___ -1 - I 444+44_�_. I. _4 _1. +._L �- f-, --I - -TI, INDICATED ON NOT '3) ABOVE IN SUCH CASE. CONIIEC-710N UF ' I , T, I 1 , i T I� , � - i t ; 3 -I -44 r I t � I i _j - L�_ 1j, _j -1 L L --I -1 " PAN I _j -L j_J_ I- _L _J_J__IA - I - j ELS TO 30T7OU TRACK NA'f OCCUR AT ArPr PANEL IOCATON � J J - L!L j _�I_ I F I � . � . - - I � . . I i�: ��_l . L--"— . I - - _. - M.� _��,-_-E_ � : S7,j ,,5TE " __ — ____ - 3 - , , I: I- MY, SEE SEE VII, t INSTALLATIONS OFF.1 _ID FOR YAND � 1,1-,O) I I NI � i4ov 3 SPEED UP TO t7O rrVAI ANCHOR, , P-N j � SECTION Ul . AI-1EP.AlIvE E21W 0� ,PELI 1a) ___ - ____ ____ - - __ - I � I— ___ tscE I 1 i EZI/18, -*EZIW/18 TYPICAL ELEVATION FOR SERIES, 2000 -Z BANG STQ& PA�EL CL SYSTEM M__ " - (t) I I SCALE .i/32'-i' "I I 11 . � I _": 2,68�_(.. ChDILAP ,'- 41- GW . � - , :. - . � - I WHY - , � - _��) - - I ,�IIX , "' - - I- - - ____ I _. FM , , 1�1/ \--/ \ / \--/ �, L �A Z ,\,,,,II\ == 1 111§_1 ,,, , I NI CAP Ij � 1, I SECTION A -A ... "I'll", 110t"Hl SCALE 3/32-= 11-� A .TI�141% . I "", , I ' "i� ,' .. I ' �'r ` :N _4 . EN' `�' FLORIDA BUILDING CODE ("n High Velocity Nor lcono zofm�t ' ' . _ - . I .. !!�� We" M_ W ' 9 : . = ' ' 44 " ZED STEEL STORM PANEL DO" ' : o,44167 11 = 24 GAGE GALVANI 11 I . * . .*1 � - I -_ ____ __"" = � = * * I .- f - � * �, IV I -4-,-,- - / - \ - , - It L 1E C 0 GLOBAL PROTECTION PRODUCTS, LLC. """'A � �� To", STATE 00�1_,if�-_-7-7 Itsic - T , I _ _ , P. RG A, ONPXXURNN. cew.;� - S., 1! SI _ , , , � , , �'3 I�� in , �r , , , :Z; 20-175 1 , � "'01 R 0' 06� - ,_Ntlm __I.,_1.1F'_1 _�l. I..�-w1w-_ _Iq�.�"�-rq' , , " , , , 9 � , , All, .-A i . I � ...... �,'�p , - . .11" V , �_=11 - _" — I - I 11 A4 " "M � 'I - *AN0_KI iM W�Ym 111"Ir, 1. , WAL� I MUT 11. L L_ joilk I "Of" LIS � t I I -- I =,- 11 ------- I ENGINEEI!�ING "t 11 I ENaTlNeeRjNc3 ExpResr.18 PR13DUCT EVALUATION REPORT September 15,2020 Application Number: 17860,1 - R2 EX Project Number 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach. FL 33409 Product Name& Descripbom 24ga Galvanized Steel Storm 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 Prolessional Regulation (Florida Building Commission) Rule Chapter BIG20-3 005, FAG- for statewide acceptance per Method 1 (d) The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is. fat the purpose intended, at least equivalent to that required by the Code Re-evalur"Ition of this product shall be required following pertinent Florida Building Code modifications or revisiorrs� Substantiating Data: . PRODUCTEVALUATION DOCUMENTS EX dravang #20-31543 litled 124ga Gelvarlized Steel Slamn Panels (HVHZ & Nor,44VI sheets i-S. prepared by Engineering Express, signed & sealed By Frank Berrinardo. P E. is an integral part of this Evaluation Report. . TEST REPORTS Uniform static structural performance has been tasted in accordance with TAS 202 last standards per test repon(s) #BT-ASG-17 001 by Blackwater Testing, Inc. Large missile impact Hasnitance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test staqdofds per test report(s) #EIT-ASG-1 7-001 by Blactrovater Testing, Inc. # STRUCTURAL ENGINEERING CALCULATIONNI Structural engineering calculations have been prepared which evaluate the product based on comparatIve and/or rational anatysis to quality the following design critene. 1- Maximum Allowable Spans 2, Minim(Int Allowable Spans 3 Minimum Glass Separation 4. AnchorSpacing 160 SW 12" III SUITE 106, DEERFIELD BEAC44, FLORIDA 33442 (954) 354-0660 1 I866) 396-9999 TEA M 0 E NctFRERJNGEXPRESS,COM ENGLINEERINGEXPRIISS.Com 0 ENGINEERING PaRe 2 of'2 All American Shunfurs and Gloss - 24ga Gil vanized Steel Storm Panels No 33% Increase in allowable stress has been used in the design of this product - Separation (rum glazing is not required for installations outside of wind zone 4 and essential facilities Impact Resistance. Large Impact Resistance has been demonstrated as evidenced In previously bled test reprorgs�. and is accounted for In the engineering design otimis product. Wind Load Resistance This product has been designed to resist wind loads as Indicated In the span whodule(s) oil the respective Product Evaluation Document (re engineering drawing), installation This product shall be installed In strict compliance with Re TeSibeCtNe Product Evalualion Document (I e engineering drawing), along with all components noted therein. Product components shall be of the material specified in that PCOCI respective Product Evaluation Document (i.e. engineering drawing) - Limitations & Conditions of Use: Use of this product shall be in Strict accordance with the respective Product Evaluation Document (Le engineering drawing) as noted herein All Supporting host structores, shall be designed to resist all superimposed loads and shall be ofa material Ustod in this prooluds respective anchor schedule, Hoststructure, Conditions wtfich are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific, basis by a registered professional engineer All components which are permanently installed shall 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 Hurnicame Zone (HVHZ), Respcclfujly� 1. �.;�, �, V ,�,�4,::, , - . - , ,_j�-�-_?_�_;, '_ � -, �_*1 1. *'�; 'i ` 7 -p "*,�', `� C�__ ` Frank Elennardo, PE ENr.INEERING ExPREse, OF0046549 � Cert Aulh 9885 160 SW 12114 III SUITE 106, DEERrIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAm@ENGINEERImGEX�RESS.COM ENGrNEeAiNcExPREss com 4 7777777T� 1,,_ ... �1� -, . �.. - I _11-M.11- 11`1 1_1._1 1,''o.ILL - 1, �" V, -.,,,,,I,- 1 17�111_wlll - 21 � - .11 If.— �, IL -11 - �' I 1:11, -1 - ,'I, 1"... �11 __ . 11-1I - I -� 4Lf� 1_1111 �"1�11-7_1 - ,,._ , _1_.I2__ �. 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I____ T , - -1 _� �_ 11--f I ,4 -- I— T_ 1- I C, �` " 1. 1'. It- S--APAICN- ! , i'-,, 11 1, MIH� " 1 - _'/'r 121W. 50% " To OCASS. t--k . IT-SEPARUCTION. - T"UMMPEW To GLASS 11 V it -1) BOX 9 OF I 11 1 ___1/4*4F2Or2' OF 11 . 11 i . I i THUMBSCREW I 11 I ! � - 1: I , I', 11 I � I �11�41'1��,,Alg ,- ; , 0 n � - 't I, ,11 i ....... 7 ��pll.l I �� "111111-1 "I _11111 I.. _, , ��,, 11,111, ,. r 11� ,�X/",�,' . i , � Il� b I I __L1j I i,ir; - ---- - - - ; �,�2�_ 11, "�a - ... 1.,.,'.,1 , �_,�, I- __ � ELD -, � I ... - K_11� , '�`, & I � -, � - -11 -, ,", _--ill ,-,- - __i__ I , i 1, I - � I �": �,_, � 1.11 , - - 11 � ,� - �-�, , 11 �11* �_ _N_ I , �:: � _,_,� _�I, - _1 -, - 11-Z__,� I 1 -07- .... �,�_f & , � - ?"� � I I r 1. I �1, I - / `� 1�7 2 , � I -111, - � , � ""I'll , ,'I - - %'I , I : � ' , IL'4_0 TAPCC44 ANCHOR , , I - , - I , , , 4 7- at 11". I ��. I � I iII . I - - , , , � I . , -1 I I � �/4_9 TAP - 1 � - j � _ 1 2".41 Rom CON ;;; . . ANCHOR * 12, ac _11-- I gISTIR&PI , � . �W_E � 04C OR � I � , .1 AEOUIRED ",� -, I . : I , , CONCRETE BLOCK - ___ 11'. -1 REOUIRED � WALL MID I U1 ft� SCALE .3/5- I' SCALE 3/8�1- XOD"01.11.144",v , A, "I"'...l.i! - . .. �.. " rE .� Z �* .1 I I FLORIDA BUILDING CODE (Non High Velocity Hu,icuna Zone) oF � 1111T or - 0.441 -, z .2020 YV= M. : -_ 24 GAGE GALVANIZED STEEL STORM PANEL IT ry. 1, INSTALLATION ARE ONLY VALID FOR MAX. ASD DESIGN I * i * ,- f , MxN A, +/- 40.0 ps,t, AND 8'-O' MAX 1 � - I .. �, 01/21I PRESSURE RATING I STATE 0 = \ ' T ME _C0 I—' - ,o'-.. I'll - . I .. .. I'll, GLOBAL PROTECTfON PRODUCTS, U.C. ,MIS, . . ... PANEL LENGTH. f. . / . lk _,-.. ,- 0, — I Im S. 5� 51 11 - L 70r,iiii. 2. FOR NEW WOOD FRAME CONISTRUCTII WOOD , h�) �� . gK=,m toupy, , . * '. . ........ A-w- IT M1 I -, - - - I -_ —2�,ir - 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC - , t� ': I, I L I - -0-1, - U"I`I 11 .)"A_i.�. 1. (_)W-AI DENS" OF 0.55 OR EQUAL, _00DE719 1 — - — - DRI - Glount) . I - WEI W�n� � ,RUI o" Ex 1 11 __ flITMt. u, # .=d I � - ALL AMERICAN SHUTFERS AND GLASS '% 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) � - WIDTH UNLIMITED — (RERR TO PANEL GRANT — TOP MOUNT (CONN, P, TYPE 45 REQO) GG710I , - I BOLTS - WA5HERED I ,,/- UITH TRSNU 5 F#TEN ED @ 11 OVERLAPS 0 MiDEPAN (USt- � �� - " A.RIPTIE SPAN TABLE) �.- �, , ,4 , i2 / , -, .5 11 . I �41 � - e ' _ _ _ PLAN VIEW . F--, I I ��!� zi� Q ', W V ` . IS - I ,,E �� RE 156, T H __ � � I I � I � I � � I I I , I I I j I N �b l � r BOTTOM MOIN (CC)NNIYPE T7 \ - k P,EqD) \ \R0.3I91- / / '�-___" ` MAY BE AT TO .375"] ,.Ij N T S ELEVATION TOP MOUNT ILT. (CONN tSPAN ABOVE * I R,a7PE-,\ , �'U) , — 11.r,NTM �,�', -OBSTRUCTION) - - � 2. � RE � W ;g � 5�1 13 2 � -�. . . I — _O5_,UCT,CrN _�.� g ) - ii-CCATION MAY VARY I � . �y r, b �; -.1 K � EINT T ' MB_Y NIP Mil'%N N I L, ill HHO I— AS RE11 Ill BOTTOM MOUNT (MNN-/ fSP Urnox TYPE AS REC'D) On AN BELOW , � STU MON) NELS AV BE NOTCHED AS REQUIRED, � OPTIONAL Y�,'-21D S1ITCH DIED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCH01I ARE USED WHICH SATISFY WINGNUTS FASTENED @ ABC SPANS �VF S BELOW OESIRLICTION CN7L)A MIUSPAN (11 R, PZ9 � ""I-M It SPAN TAS VERTICAL MOUNT ELEVATION /-7"\ (NOTCHED PANELS) \Iij VIS, I ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDUI F: '4 GAUGE PANELS ,.---------I I MINIMUM STORM PANIA StPARATION,FNI CLXY�'� I INV'rz, WIND ZONE 4 & ESSEN r1AI IIA"11IFIR � -.-- - I � I I ---. - ' � W%IMUM � DESIGN ' A1L0*AI IN."Al!l *�j'U5!i I I NSTALLATIONS64FAIIN � AN"SURF 1�14 I,NM�I, .A. 'D A�o GRACE tHAN30AWIVEGRI I � f`m` I I I � $ - ; -., �Ir ,-- IiGo___ + - ___ D_0_6_,�__ ____ ____ __ __ _____ - - . I—- - zi� ------ --- . G,DI ___ - __ _____2111,�r____� 236 I� � . _*l �, 1141-- I -1-191-Din-1 � �. - , -i __,__,_ L � ,� - ,;_F��r_ , - � L_ 1 -145 I __I!I�q,17�_ r ,:�G,r I,, I __ __ - - -citI, - � ___ , " - ___ ___ ____ __ i , "" 5 I � ./ - I MIT . 6.06 I. i j 36'" ; ; ,I 55 I INS 6',, 6 as � � � ) 35 �._ , _ _ � lfw� 1 - ____R�r_�__..__6 1 ,1.65 1 5981. �11 - .- ____ I 611 - - .11 - �, S4,. ____ ___ - , - - Ti�n �, � DFAN t&NtLJULt II I ttl: 1, ENTER SPAN S114EVULES WITHI NEGATIVE DESIGN LOAD & PAkK FASTENER SPACING TO DIFTER]"'INE, MAXPRIM AULCANABILE STORM PANU SPAN, SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN FOADS- I 'PANEL FASTENEW ARE STUDS USED IN CONNUNCTION WITH AI,L MOUNTING EXTRUSIONS 1'F`-TAACX, STUDDED ANGLE, ETC.) USE 6,�t� O C, PANEL FASTENER SPACING TABLE VALUES Fort ALL �N'- AND 'U`�flEAXNSTS (INCLUDING Ourw OUT C?NDTTIONS) AtCLINEAR I 'ERPOLATION BETWEEN LOADS 15 EPTABLE. OTHERVI USE NEXT HIGHER LOAD. - I ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2, SCHEDULE 15 REQUIRED FOR USE WITH, POSITIVE LOADS ONLY PhTERPOLATION BETWEEN tOAOS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOA 3 FOR INSTALLATIONS OUTSIDE OF THE flVHZ AND OUTSIDE OF ES SSENTIAL FACILEFIES IN A5TM WIND ZONES I THROU04 3. THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM ME PROTECTED OPE14ING IS RIEQUIREO� ,ip,lw mrw jNArPO;I - An CA, 5 , -1 -_�-, ,,, - - - . MAXIMUM ALLOWABLE 1V � - ,-,! `�� - � 10, Fo* , ,L��,T �_��, ", D"TA DESIGN PRESSURES: � Efm�ld, ,,,, " ,,,�-,---�-, " l. -, W N;"�l � t�01'02 �,�, ,�C AS NC)TED IN DESIGN DESIGN NOTES: SCHEDULES I � , ,I, Ni . POS IVE AND N DESIGN PRESSURES CAICU LATED IT FG`TIVE ' FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER ,� ,, - - rum . SEPARATE ENGINEERING IN ACCORDANCE WITH THE -�. - E,� P't , ;, ; 113 P E ' �SIGENTSASC 60I B C61C I, P R OEITRMIPEDIN 11P3G4'1'ZV'11RH' MAN HA,TF , . - 11 ,,,, i, or I � - & I LEON OF Hkr EIL',"W" CODEr'.3'ALL BE LESS THAN LONOSO 11 ,I, 11� LXJ I _ VE OR ME _ _ ESrGN OR E L r _64 jVt C�UA _ RVA __ , " >�_ _ � " it PRE, . RE GEL JES LIS 'I ED M REN ASSEMBLY A' S4OWN, . a to , 19. a ., - A a � I I, � d J] � GENERAL NOTES: _ I_ I , , �:59�5 1. I , T HIS S P EC VIC XTIeN HAS Bl,E,N DESIGNED AN&SH ILL,f,lt IAE§ ICATED I I 11 Or , , , .. D _ ACCORDANCE WITH TH F2UIREP ",cFTHEH, "A, L IS CODE SE C " D' "" ' A cEANu-U11FIF.FTiiPE"`H�HZ PER I W CI IST PPA%'1'0'L`5. COUTII OF - nGATE TA'21. P 2 P 1, AM . � 3� T 7 ISHALLINY�S I AND CONFORM To ALL LOCAL BUILDING CODE At, E NON ENTS W MICH 14AY APPLY, D SIGN CRITIFALA BEYOND ASSTATED HERIN 14 MAY REQUIRE es LA ADDITIONAL SITF-SIMECIFIC SEALED ENGINEERING. 2 N033-1/3%IN PEASE 114 ALLOWABLE ETRESS HAS BEEN USED IN THE DESIGN Of THISSYSTEM. � � THE ARC7II7T11,,1FN,111 OF 11COID FOR. THE PROJECT 0 ,U W, ,H CHTH�,l�IGII�IASCISITI,SIALLIIII�POFIIII�LI 56 TI'ASTBLICT POR THE INTEGRITY OF ALL S . , OCRY'R WHICH " UPPOP!TIN. ,vFr III 0 TH. a - . SMALL BE COORDINATED By TH ER '"UP.. ,1�'O'N'T TOR, `_ """T' s i%(SH L tV "' I _'M,E�1_ O [I- no DEV14TV'r�IOM'LOADS blFr V S I si ��`OPMAIL31ffjaTOE � t HkETH. CONTACT-TH15 ENGINEA SPAIRSHCUf AS , � ,I '4AYB R LINE E 7"D 5 THE 4 Q�AILEO H MET14 IS GENERIC AND DOES NOT I 1-11-1 Q 2 Iii , IRFORNI,TTOIA��P PloctFICE D�PENT FROM T ECO NUNT, 5 A LED I OR RIEGIFTERE0 ECTSHALLe A RCHI, SPAREST USE IN - I i �: 5 2. .9 g '. 4 E � i - `LUN-ION WITT, THIS DOCUMENT 9. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED M g g 6 , = - " �' r, " TY FACTOR. "'�SU'S` "W'DED '-VA fA 'Y`P' ` 'Ni ... 5 '. 1UL1ARTEFSAS%.1M_ T"EIR AC RMAI s NorEo �:` Lf) . 19 i 4 I � . DTHEVVESE. FASTENERS SHALL BE MIN LA EGD Or aRWISE MATERIAL ANDSHALL COMPLY WITH '5PECI 5 i ;Z � . j OQRROSION-REE515TAINT tOR AW14 III M STRUCTURES" SECTION I, � BY THE ALUNIN UR ASSO @Cr111U.N0N -< It . INC,&ANYAPPLIC`u1LE FEDERAL, 5TATErANDI LOI %4 k � � ALL STORM PAN �LS SHALL BE I�OA STEEL 1-0,014- i STORM III SHALL CONFORM TO ASTM A— NTRUCTIURQM-7Y � 2i &!�. C&I CA COATITIG WITH $1 MINIMUM FI KS. I �r�42ZIED to. ALLALU Ut E$fRU$IQNSSHA�556063-T,5ALUMIOUM ALLOY. X: JNUSsS NOTED CITHERVIDISE. < ii. ME N BOTTOM "INLS SH.1IM MAY RE INTERCHANGt2D AS II - A � vit ONDITIONS TF ANILS MAYBE MOUNTED ERTICAULVOR HoRIZONJAUNAT'APPLICAB". `� COI `NC"ON5 "" "' 11�11ALI_. 1ESDI1.1 :=I I I I I.N-CM,ZlMOCOt4METI.11�E�IN'.'ML LL CCNCRSTEANCHQI 4ANUFACTUREWS R15<0MMoNDATIONS, i3. CONTRACTOR 15 RESPONSIBLE TOINSUL�TE OR RRoT_BCT ALI �.. MIN! � I RTHE ASH ERS FROM DISSIMILAR MATERIALS TO PREVENN,LECTROLYSIS, I L4, ENGINEERSEAL AFFIXED HERETO VALIDATES RUCTURAL DESIGN AS SHOWN ONILY� USE Of THUS SPECIFICATION BY CONT 'ACTO'Le"�LDANABRES 1P , I.eMNITUS & SAVEO HARMLESS TNT NO PaGINEIER FIDR ALL COST rN LUDING LEGAL FEES& APPELLATE N :5 LTI JO FROM AI 5 0 R 21 �ASRICATION TION, &CONSTRI PRAMIC,Es REYOND THAT WLOCAI, I dift �LGI STATE. A, FEDERAL CODES & FROM `01CH IS CA ED BY 19 , 1jVVJATXON' OF 'W!iXty PROVIDED HEREIN, No ADDITIONAL 51 EKOMPTASE" MATIRCATIONS OR AFF-MA ICN� ARE 1NIN.S., e h IS. ALTEM�Uf�,ADbMDrAS.O��RKIII-TO-�S-�MENT I ,pre NOT PcRMFYTEb AND UNALIDA'To TtilS �RnFICAITON 17. PANELS SHALLBE PERMANENTLY LARRED'WITTIA MINIMUM OF III LABEL 1 05 _k -9 1*10 I 1 20-3154 _I VISIT ECAL.C.1013116413 r.1 $ f rml - 0 Ir7_ = FI- [�AI 3 I 7� ,I,,,, � 14'. ,, 41", - , !:: 11P__ - An. XIRMGD..-.EE 0 , ,,= "_. MINIMUM ALLOWABLE SPAN SCHEDULE (f�� TOP MOUNT i !It 1`14 I �, . - �11110 ,I � II; ,I , A E L - -1 � :1 11 1 'I , 1 � i V, , , , . P I,--i � 2 f 5 � j 5i f 19 P .. .1 I - BROSI U' K.d., O' T 23" 24' W 22' 2IT 2r 23" 2 ZIS A 'U' Ha.d� T O' _L_ O' 7Y' 24- 25" 27' 2T _.E_ T Z4r' 2�7 'W 3 2.5 A St. Art . " 23' zr I I' 3T V' it' 3T 2)" 3W 11' 3Y BUIM,R?`F- 7140, 2� 2� JE 57 29- 41P 24" a , ` -ir.�1,,�I, ,2-- _It:. ES, -W� � M, _�L -r- - -iv 92� -3E -I �K ,, 5 22- IT- 19 L � DI M�Urd 24" 24" 24- `CP 48' ,§r -WF 2V 'W_1 'U"H-.. T O' C' 2�` 24' 2'r IT, 9 Tluk 2,P 2f 24- Nr 4W- ze ___LF-.�2jt. no ±!VIv isil MINinn , FF 23- 21F IV 30' ff ,!a- 3T �T _ r 26, 33, 63, S3, _W 11 .,U=41 11 .'1 " :`� 1� , � �:�, - _� ;1�4 ,�, �� O,- , , "' , , , , , .1 A. � - At'I,P __ � � �11 I 0 �Mj[Bg' - I .,. U -, � 11 - 0- � . 11,19 XSE '1,i_il"1�11,'I wig t IN-3. ; L 99. V1W . . - . , � a I �.Aq*P111N,`,rY.P1 `N"M'M_qAAii4F S5 B4Ot� _.-OON.;, M�_ Ln ��NTVWWPcoora",- ..��EN,Il�,�1.1��h'K,��rM.!�lA��l�eOl.�tW�I 11a."'Afid � � I �OIE.AW.141,�40.,I��ll,�oll��0.1�,�PMII�I.W,Ilt�l;��IITE�N.Nl�.t&�w�. .i�,,c-,i,�m,�,t,7..-,�i-�,.,?4w"I, SIM`�,��,Q" ,OE_G,;,��,,,_,i.�..I,_1 M"�t,v,, (D - �� .�Ll.;-w.�,�,,��,�,l�'z�,�'-�-,�QIII-E��P.--.0-1�L��1--�.--l'Il-11 � 0 It . T��-��.�l�,',.f--..-TII.IT-1--L-1.�.�'101-1�..-I�.1,��l�I `II,�,YNE -513 11, � .I .IIIMLII.�14I 0'.1 n,c. I— ._1 -1 �-z ,r,. Nl�"��, ,�j,�.-�1w.�1.11.11'..-.��-411-��s'l-l�l- R �2 � d 9 � i IA - T 291� W P P I =) J, � �'! f! t "; I 1-400 = 8 ,�7 - \19 - --I- - ,- LF) 4., a - o M r6 - = i < . k O .1 Or ,-, --- It /"'.4'�'=�E_""' I, U - cc . o 9 ,A100' I— ULA M N! IS' 1. "I < � 7., Z�� I - � � S,ct.�LI, At%, Ill — _j 11 I Ok- .,1,,,,,f —T] ==�L�_sl=._Nll 1Y`1NNI -'41 '0011 I I , I I I " - �N I.StNE 11E I __j < 9-PTIONAL INTERIOR FASTENING DETAIL IR .__ . 1: (,--ON _K 1=s - . , 0 _ I 1 ,C Pn vl�, I ,I :: , . Z-6-A IN �1 -E �N PCQ t ..N� /X/P4 UI I— . , ONYPOORDIMIN E.ETI_.T!I II�L / "' �=�,-_- 20-31E "61, 1 .,:, `� . . 11111 _ . r_ � `..Ell � 1�,) 61-ZlI 9 QIONAL EGRESS PANEL DETAIL I." FASTENING I/Aq 1 -12 - ,� �T- - 1. " �, ,; 2.2501, 14.11 - t--;z 9901. 2 �50 . 7 7 " - _i, � � ,,,,, , C 2, .t,� - 0.050 PC 11 I - , t, b OI7.50111 DAD �; Z � ?v a U, 0.6251, -0.094 �.125' ' 2: 11 I - � 0. r,i T 0, - I L'I"_ _8 � 18 13A � b � - . " � V 0, . 1 � , I � � - I - �� - O�094' = -I I 11 ' h 1 =�.12VJ ,I TV?. . Li TYP __�� _� O log I - � . I � - � -,, I Or, ug . CGI I , � 06.oI .06 I 1� j �I" Ill k! T� � : .�e ,;� I - I 11 _03 O' j,DI �",., L , ! , , - I g3oll - .. 0,375�j _ — _j ___�I_j -, ,�� ., 'Em 'R _ � , ��,'� , �r I , �_bl —2- - I. ,,, , ,,, , 0, I — 135" li.403U- 2. 00 � mzoo . I I I I O' 4 2=w I- -� 2,00G.- �- i 11 - aJ 2 - -, � 1 3' :. 1 N��, �u M I 'i 1; \1 � L I . `6� i .-Id -'-'. �: T__ 1,553011 1.560" - ---L IAX � � , 1 , , ,.,, 0 .� - i; SIG, 1 SET, I, ew,&. 0 M3' .. R�. lw� � � . 0 0 B36 D 11. - [' GP,g:,kL?kS, OAS, I gi;-. LM , ��_§ I,;" - I ,I; rL 1; 9 2 502',PANEL CQI GE L_ � �� IT , .1 " - DID! " �� 4 PANELLENGTH ---�-,-FTT .ki � 7T, � [-"q .LCO"'ILD ��o - �_, - 0 1 1, 10`11� � r f �,L. ,, I D c -, � .-CS I'll i;' I T::fl V== -- IAI I OSS11 6250 , ,Z V � --wJ90, f- l_-DOI " ou",j_11 .4,i 71c�,� RD 35" ", joy EA .: TYR TYP, - �, cio FIULGI "T TIR&OK @'r aACX @T AN,T,yp. III o,.*ASHEl- ...W .9521, a 0� _ILEY ��'111 � � � I ,_.c MIN I 91V � . � 14, GO.'7" 4,1� r 1 1,655" 0 , - ,Uill j 190" r , 9 ,�LIEI, M I .1 ,'� I . el",j" T� /_�111'1111�111 �al < R � ., � - ,,r,,,v ITTT LEO It I �. �p I t �i�� . � I � In -11 - - - =� ULICITION a I -__--_-� �,� 1Q t6 � I - 9 `� I .2� � 1. .... � 1111 1 0011 ,,, 0 4. 1 i.-I., .1 , � 1. Alio 196 VIVID M"` � I is 2 � 1� f I _11 :I- LE - FM .1 , @ it r 11111-11 � i . � 1.0001, I �:,�cl�--,'.t�TIOATTP = 8 P b I - ,C III 9 lig - -OVERLAP —\ — 2511 M . _-, � ""I-3, � i , " I _/ _/ X. 8 � MAX - COINR`I DETAIL I � �:%, �' ii f 9, - I - . I 4 ! 0.138%TN ,; �,,, �!,.- �- - "<D ----\ --- /111�__\ .. .A,, ilt . MAY, _ � lc;; 1 1 llt__�"PII - 2_1 11 I - . I� I I Ind iii - It-1.1 "r,". I" I - r" � ; BUILD -OUT /-,,� -----�.,, - _,;�", 1'�'. "I LU 2 C 'I� , ,, ,- � 'I,%- � _11. I .., I N I I I .1111r, 1), I r), I L'STANCE ,q , I _-I I T11- C �� , , � - . N,I� " I I WiL 1-11 I . "I 11 _j I " ,,, - �r ,,, (- I - IVDOII ,-I I .- _, r 01,, < - _111`11�-'__0�11. A ; -_-;,-t _1E..'C' J, , _. _ '_,�,� 91 �I, ' ' EMEUEO I I - �_�) �� 11.__1- L1_ 11) 11. ij' I 11, - � T � "f'- - - - I - 9� `11-1:1 _,, � i -E- ',�. "._; -1c"P., ,Y 11 - I 1LOOD" v, M �, ,- t I ',-1; HIP I! OVERLAP 11c.Iffl, 339 � q 1 Z � 4 . �t: Z"hs -II:t -,, � E 11-1111, I'll, '11)'"', "I'll, �, - P �tl,�11_ _2S' MAX �111 LTI I ; -1.500 11, � ,' I 41I, 1-1 . � MIN �' - - T1, . 1� ` 11L � -1 1, - I Z,,F I T= LSPI 11-1 ,11-11741a, 119119i I Y J 4� 1 1 1 �� 0 �1, - I �Iq X,� I " , 1 I MIN Y�- '--I- 11 * .1 I I �: I -� 54, .1.1--l I ORD' " 11 - � a .- `:.7�1_1011 . . , ... 11 1 """ - . __� ',- 1,_ I - FPI I'll , .- 11�1 i ( _.� ... , , I - 1, � v� `7 i � 9 9 !p APM.U.O.C.U.-ALL I � I ,I 5f iL - ,, "I a N_ ` -11 , _` �` ir I -1 - - - , . I 1. If i ! IS 9 I I ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PAINEL FASTENERS @ 12 5I` O.0 �� N�� 11111RIMM� I � mr-MMEMM M �MMEMFMII M MEMMMM MMEMMMERM 1 �-IIEMMMM_ ��mmummmmumm�ff:mmm IMF= 1I 5= MEM 111�11111= - � �ummx=MBMMMMMMOM�rr4mFgwm� mmmmm�mml= . N�MMMMFMIMFM ��= M mmlmmm� MENINEEMINMENIN fflml� `_ ffiNffiffiffiffifflEMMEM �moummmmmomm�mmm Imm �rmwmm MIN 1Nr&M4:;;I�lA-)Ur(4n_,L� ��MW�/"O�,:P�/v,/,,v7F///""../�/P/T/,//,;,"`��////`�"�""��//��`��`��""` ��OullImIlIllIlloll?'ZzlIlIrIllpIlIvIrIlIlIVIZrIlr�rzIlIlyll'IlIllwl,Fllll&Vll,�7111111�IIV"I, I a W// IBIM 0 a V//1 0 - 7/1,1717/r/000111111, 0 0 M 0/0 0/6% VON - I , . 'I I Y////,/, a = Mm"/,/TlmmF/,OIlEMWI/////��//Nl Imlmw,�7�11111w,olmmmrolllzl�111114�mwfflllll�v�m amumvIlle,Flll,mmimvll;'Wl,,�,�nw,w,wllI "MMVINVIIIIIA "V ` � �MW0011110117110 M901 wfflm� 00�90111120 INMMM KM . z I �MMMMMMINM � 1�11 M 11M Emma �mommm MWEINOMMMMM�MMUM N MEEMMME I : mmffl�mffiffiffl. EM N� no M ��M WRIMN I � I T. .1. I ...... I, �a EI-Ir 111011i V, ill r',"- P. �7' EMBED J3 �, . __ .11 5::�, 49 - 72 IlwFt 16IO" 16jrOlp 3019- jjwt A��E 160'. 7.5.. 124511 il .01, I�r �il.l I'll, iz.5-- i6 IY- TAP-- es,- iz.v- a6z-, t5Tv- E.i� N. � 5 c. M I , W, L2.5' 1J.0" I r . T2. - I,Z�5" 16'a, 1..� It UP 14,'r'p ', E.W IZ S" , Z.VP IsG" 16,T' L`1�7` ED- �4 7" 5,13" 12,�- 12.5" �E.C' 4+ ,,, ED', Iff-17" 14,7'I 6,0" C, I.I. I III DID", 33 100. teREW 41 4D 1� 7 L2,SP 16.Ur J6,,�, JOPT, la.511 16,01' I_j.,T1 7.01' JZ,S 16.c" J0.0 � 6.21' SP INA" 5.7p' . I i3OI L2�5" .S11 12, S, 16 '01. I " 0� �6 .11 I. i&v, ��'. 1�Z,S, 1� ia,S.p ,6 o', 111011 IT ap, ,�GIL I B., 9.6" 5.61, 1115' I2 "� J2.5" 1 -, ,:� I ,Nc: 9. "'. "P, I6.0" g.6- Kw� I g i:i��i, 'Ma',, 33 TA� CM ItTPZ' 41 49 * 52 7a 12.5r ,�.O,p Tao,, 12.vp I- a :� - I, 5 I Z. 5:' 16'V:' 1OL2' 015" 115.0' 1131, - ILE 9, W,a 12.5, I6,9 11.2" WA 12, 5" 160' ILA" 12.5- 160' 9,1" I I ISIDII 9,11 L2,5' ,2 SIL 16.0" iOE" I&O11 9111 12.F 12L511 i1a.; . I, 6PC" 5,1' 12S., I iE.01. 9,11 ,/IG, , vs.- MR. 3S A, ,,, p NI1J`_1 . -D RUENMC 48 L >� W - , 1-11 LIEL iS.01, 06'.. ILS' 15, 5 12,9' 13 K � '�� 12.5" IeUp I Q 111 L2. E., 4..11 � �. E,,. �5:2-', 21 E, ,�j tz,T 154" 5,9" 5A "' 6,25" IZ..r 4.-,' 4.0" 6,25' 12.3 ,,, 4.0 L2,5I IZ 3" 4.7" 4O" BI J�-T' 4�7"I - ." �. 5,251I IZ P 4". TO -I .LZ�r. .1 Y' 4�7` .DIP ANCHOR NOTES: L ANCHOR SCHEOU LE API TO ALL PRODUCTS IDENTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWASULANCIFOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED i N SPAN SCHEDULE SHALL APPLY. z EN7EXANCHOPT SCHEDULE RA5EDON PANEL FA57ENER SPACING, THE EXISTING STRUCTURE MATERIAL, & ANCHOR TYPE SELECT DESIGN LOAD GIZEAT,ERTHA(40R�Q�UFA�LTPaNESGFALTIVCE DL51GN ,_ LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH , AN _ IE CONNECTIONTYPE BASED ON APPROPRIATE MOUNTING CONDITION (GEE MOUNTING DETAILS ON SHEE� 2 FOR IDENTI FICA TION OF MNNEC1 ION TYPE). 3 PANEL FASTENERS" ARE STUDS USED IN CON] UNCTION WITH ALL MOUNTING EXTRUSIONS ["F�TIRACY,S7UDVED ANGLE. ETC) UEI PANEL FA!5�,NER SPACING TABLE VALUES FOR AUL"H` AND 'U"-HEADERS (INCLUDING BUILDOUT CONCIIII 4 ANCHORS SHAU BE HINSTALLIEDIN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS 5 HOLLOW LOOK HOST STRUCTVRE SHALL CONFORM TO ASTM 00 DI 5� MINIMUMI "IMSEDMISINT SHALL BE AS NOTED IN ANCHOR SCHEDULE, I 7 MINIMUMEMSED ENT AND EDGE DISTANCE EXCLUDEE STUCCO, FOAM, BRICK, NDOTHERW FiNrsHE5 WALL FIN SHES SHALL 13E LIMITEDTO i/4" MAY, OR SHALL HE VERT ADEQUAIELVTIANSFERLOADISTO HOST STRUCTURE. GI CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN�CRACJCED CONCRETE ONLY 9, WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VAPI FIELD VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PI 10. WHERE ANCH099 FASTEN TO NARROW FACE OF STUD FRAMING, FA$TENEIRLSHALL BE LOCATED IN CENTER OF NOMINAL 2" X V (MIN.) WOOD STUD (%4" EDGE DISTANCEIS ACCEPTABLE FOR WOOD FRAMING), LIFOOD STUD SHALL BE'WUrHERN PIN E'G�0.55 OR, GREATER DENSITY, LAG SCREW SHALL HAVEPHILLIPS, PAN HEAD OR HEX HEAD, L I REMOVIABLEANCHORSARIE DEWALT PANELMI ALL -POINTS SCLID-5ET& BRASS BUSHING 12. MACJ�tNESIREWS SHALL HAVE If2- MINIMUM ENGAGEMENT OF THFEAO�rINTO THE BASE ANC14OR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, CA1 WAFER HEAD fSIDEWALIK DOLT) LFrL0 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCOO OR OTHER WALL FINISHES. " W DERIGNATES ANCHOR CONDITIONS INNICHATLE NOTACCEPTABLE USES. _ 1 * � � 15 L1NEARINT5RPCILA1`ION LS NOTRIERMITTED FOP U5EWITH THE ANCHORSCHIEDIDUES LISTEGI THIS SHEET �,!, ,/ 1�0 N �� ,- vu� BE . " I.:ou;X1 , F I,�W H " , ,� , �,, 9, 'uh M. , '" a, -WE "" '�,' � I 0 .�� . "II6 .t , 11 , . . 0 0 1 0 . 0 I . Z I � � < I . � T 2 olt � R� � I I __1 N § � �.� � - gig Iln 5 n N ;f! - �E - r. � I tj ,W E I 2: it c:r :j I g1l 0 -0-0 W a) = (n -0 -Fu > 0 (D C- -ITZ a 0 :3 2 (D a) " 0- C�L = 0 _0 0 L_ = 'a)-+- CU 0 -0 a) — 0- (n . a) tf = a) = -0 0 M Q C:) -cu -0 - U) -0 = 0 " — C C 0 a) ?;: M = 0 I:= Lj_ ,,— — M . U) .— W Cn L_ _PI " CL C - 11-- CU -0 40 . = _4111ITIIIII, M Cf) C�L < 44 A4 V it __ , = Cn IV ) .S! '11-o -1= C5 -a :W "i -;r_ 2 .= ,:, ,:2 C_ III ,� -Ca. M S (Z C-7 C14 -E -= am >< _; = WIT Cl- , !2 Cc = - V) — Q; ". .rr 2 ic- :—:, ;r, -E W ot , :�5 .T r= U= = ::-- 0 - -1: W " .- - :�p , .Tj !: �: -= = _ C.) CM .!:: Do . CC � :::- = Z-- � 'n M _= = F_ .2 C3 CL. U - 0 - Cn 11 " a) _1�_"""`lP 4--a FJ5 =3 M > 0 L_ U) 0- 0_ < a) -4-0 L) C :3 -0 M 0 OL - (.) a) 0 L. (f) IM L. M =3 W 2i Z Z < _j 10- ' SHEET NO. SH 1.5. I-- I ___T_ I I- F_ I � I I----- - __ I ;I,