Loading...
HomeMy WebLinkAbout6576 Back Forty Lp- -- - I - - - - - I I I I I I --- i-- --'1 11 .-- - -L- -- 11 - - --I, tll 11.1 I IIII Al 11 1 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 or A.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 B'Ifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, 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 UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or 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 WOW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Plt. 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 PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 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. 4r, , I !]FL111 s Iui 1941 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. e+� c� N c' Cn P ? S C G •`.7- u> CC N M, N 4L a, I c .� o c d y crar`1 D ,cc sn s 402.- f9 0 � u c UJ �U v 'f Q, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N H a o o�o U U 0 O CV o +�+ GOO C1 N r � N to cn r— # v Q Z- rNi J LU u- J LL LL a a a 4 _ m c N � :°o o W ca C1 i W o� °' °' oo w 2 LL3 � mZ a � Z O V % O W ❑ ❑ N f7 o 20 z � � 2 N r t/1 z v � o 0 un g r U w LL J r— —_ E t = L N U ) y 0 m o ,w J - � LL. oo m = � o O co L)V �z oa co � U �E Z Z Q¢ott cn c Z 0 mo z Z Q) m v J a� �z Z0 Waz o <� m oLL Jw U _ Y G V z1¢ OU > 0 =o = Q > (� L0 CA Q c� Fes— 00 CID 0 YCrCV 0 N r U) Uo >, N M W m O L0 T Q }� }d LL M V J (0 CV m � Lli U') LO CO o Z N Z E O � N c c CU a E 0 U Q s JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. C S I III L_ ' 1' i, I L I!1 A I v, 3 v a rn LO L0 v 7 N 0 0 CD CV J 0 x Q c" to rn 0 C I 0 co 00 0 J P2 0 C 1 N N C) LID cn 0 3 a N 0 a E CID CD `o c c J d 0 v 0 t N N CAD v 0 0 a 0 cp rO 0 d 0 W x m 0 N 55'-10" 8'-6" 15'-0" VERIFY METER A LOCATION WITH T-0" S3 BUILDER NIA H.B. n 60 r M° �, 6"DPr R&S ----------- co VERIFY LOCATION r------------ W,H, `" ELECTRICAL PANEL I I I ----@TYP @ LINE O I I I S4 GARAGE ' OWNER'S SUITE 0. BAT o W.I.C. BUILDER TO PROVIDE 2 6 APPLIANCE PROTECTION I I I OPENING TB s'-o" CLG. a'-o° CLG. 8'-0° CLG. MIS WHEN REQUIRED PER FBC I I I I I I CARPET TILE P CARPET u,) 2 CAR GARAGE I I I =cn � I N 17'-8" '-10" 3'-0" T-8" 05 8'-0" CLG. 3„ 20'-O$ I IL s 7g OL Mw I T-32" 81" 3'-10" Ir 2668 I I O I 2868 HANSON O I p I I o BOX @ 36" EDGE OF SLAB 2" I I I o d A.F.F. BEYOND WALL S O W rn to 60"x300 6" N DRYER VENT S3 I I I I I I EN I, THRU ROO I > I I ---------- &S 00 G 00 S3 (3) 2x4 #2 SPF w/ FIBERG - SS "' I o l I ro I l I N DTT2Z @ BASE RROU D I l l I I I '- I TP • I/ l l I I I TYP @ 1 STORY 5'-11$" I 4'-0" 1 A I/X �I I NOTE: FINISHED I I 1 /� I I A I L Q (AWALLS TO BE I I Md' AHU .N L/`i V V h I FLUSH. VERIFY IN I I 7 H I CD 8'-0" CLG. I- FIELD. I I I TILE ----- K Jlff D 1 S3 (3) 2x4 #2 SPF w/ 3 S3 �g6 28 8 DTT2Z @ BASE FAMILY R M R.A.G. CD t O M 2:12 VAULTED CLG.` j 9'-4" CLG. `y FOYER j FD CARPET 3068 o T A ENTRY in 23' 8" 3'-10" 7'-8" 10-10 TILE 5, 6„ 4, „ I 8'-0" CLG. `f I -HDR AT T-4'_ I ^ - - R&S - - - - - r` 2668 ib°° --------- _ IL�L- R&S 2668r------------ 4' 0" 11'-78" 6'-10" N 4'-7" 8'-8" N 5' 4" M 14'-6" 5,�„ c� I N T-6„ I I 1 5068 B.F. 4068 B.F. ;n I OPT. I o o I o--------------------- ---- REF. BEDROOM 2 � � z N o w o �� U) P TIO CAFE ____________� o uJ ---� , „ �� z �W O zo 8-o CLG. BEDROOM 3 P BEDROOM 4 �x r�c7 VAULT. CLG. �� o o `O N I D.W. I o0 j CARPET 1 8'-0" CLG. BATH I 8 0 CLG. w o T 00 CARPET , C O i 1 ' Q _ 3L - " - e '' c�i > U SINKw/DISP b`° 7 CARPET I 8'-0" CLG. 1 TILE 2" ~ CARPET T � i 21'-2" 2, 2„ 2' „ 10,�„ 10'-42'" 2, 4, 1 5'-32" VAULT. CLG. 0 Q,. ' Ll:, 105 TP I ■ i 10o TILE N �00PANTRY o r m 0 1 TB TYP @ 1 ;,, i� RANGE 8'-0" 'rw ^ I STORY r, M AC PAD 3 36 FLAT CLG. Ino TILE'D 1 I FIBERGLASS A � I _ ----- O ---� O 5-SH 1 SURROUND I ch S3 i 16" DEEP 25-SH 25-SH H B EGRESS EGRESS A OS3 O 29'-8" 15'-10" 19'-6" 65'-0" if HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 } S.H. 13 20X38 184X37J S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 18 } X 624 S.H. 16 20X72 18 X71} S.H. 1H2 27114X26 26X254 S.H. 11­13 271/4X38J 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1115 27 } X 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 } S.H. 36 54 X 72 524 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: %4'=1'-0" r4P_r1Arni NntAC R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 ! -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 1 t�Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND �1111111♦1111111� • - TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) N � 0 ar -c � W o t - m c LL- a N N N 07 O 4 E s c a, C, io a3i a) . J W Y tlJ E o G J O At Cl <,N L7 �. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fn W Q 0 E 8 0 0) 0 4,7 O m N OrD 0% N c'nNo_ # N Q �cov " cJ w � � a w -- a 4 Z n I cCo cr- c o � 7 IN N�pjm w Z ILW 00 co0 Q Z N OU 00 W ❑ ❑ V M � Z N C) O � Z iz Q Ln r M v 0 o u +1 w U O N w s �N U W J - E =i l� t 8 U 0 'n Y _ 0C N 0 S I� o z w LO M o3 Z < c, E o t Zo < o r6 i Z® oa cc6 I- d M� wo p �_ro CD '<0� '0 U ° K 2 z r0 � L w o w tt l � ro C/) C ¢ o ©° 0 v OU y2 Zz z m J <w W c� T O 1p wLL aU NF CK ~ tY � w =3 o as �Y a° V O o - 2 c O 0 TU 2 N > ' ^ �.�1' Of �\LO M U 00 co O =3 O Y Cr CV o N N/� O L,1 , T- Q }/ � M V r co N O �] m Ln •-- T LLO L m m w 00 CO o Z Z :3 E O c E d U J Q 0 J JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. 1 L71 LY rn L0 LO v rn� 0 Q co O cV CID Of 0 I M C' CT LC) L0 19 00 CV J ro [D 0 I r7 N L0 0 LC•') LC.' L0 Cn Q v, a Q M O 0 CL E 0 v J 0 v J LZ N 0 0 0 a CN rM 0 LO 0 d 0 Z W _ Q m v N VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES U MEDICINE -1 CABINET o0 � OQ ~ O~ U- U- ZQ O > N > 1 - 1 - M M M M KITCHEN ISLAND KITCHEN 80 0 F- O M NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS T 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I TOILET PAPER HOLDER N FIN. FLR. SHWR. SHWR. CURTAIN HEAD RODS 0 TOWEL BAR IN TUB OR SHWR. U SHWR. VALVES C° SOAP � = DISH 0 I in O O TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS Q rl /w LL w 00 = O 1 I d r- o0 U SINGLE ROD CLOSETS / LAUNDRY I �i M CV OPT. REF. o � I0� � I I KITCHEN F- BATH 2 I O r` MIRROR 0 i I OWNER'S BATH INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" 42" H UPPER CABINETS --, 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET if 0 O o 36 H BASE FINISHED CABINETS COUNTER TOP 30" H BASE _1 CABINETS 60 60 00 00 O ' ILL = rIN I C° LO a 0 2x r } L °O FRAMING -o 0 0 1 /2" GYP iv ``' (V "? N BOARD FIN. FLR. .- FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" O N - � ILla 0 cu U N Z' 1C C =i S?- N lC p ✓ N ro : > O c CV d LY U • - � 3 3 w as ra N Q C E O d L; o. O, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q IS 0 - V 0 o a, O c D n COO N � W vi Q aj Lh V J cc: J u- J u-LL w d a Z m�a L L6C, _ O W NNO 0 -�pjO1 m w Z LLC LO MZ a J N Z O U c� W E] El N O 19-1 Q G� O Q n � v �- L� 4-1 o OV) v N J I I J C� c _ rr C 0CID Q N t 0 z J � LVOD o ¢ Gc U O o U � G V O � a :) 3< �r � O � ¢ c� Z Eo Cn T J L W o r o a a2 C9 0 �o IIIIIIIIIIII� N O � > c� LOLO l71 M M F— L 00 co :3 N CO o o N Y Y U _ CIO m LO O r Q +-i lL M I N ccoo di CO � r <L0 T LO m E 00 CO o Z Lo Z E O 6 0) `m cc E 0 6 c a_ U -1 Q p 1 -1 JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. 2 -- 3 v _ Q ::4: rn LO N O .O O to CV J M r7 CO O I N x ZTE rn LO L0 00 CD 0 Q to cV J r2 to C) I N N LO In uJ l0 in O rn c 3 H a r+') a 0 N E 0 x v 0 c J i 0 CD 0 LZ r') 0 co v 0 6 a N 0 S Gp LO U 0 0 0 Z W s m V) 12 5� HEEL --------------------- 12 �5 F4 T.O.M. HDR HGT. I I TEXTURED I CEMENTICIOUS I FINISH ON C.M.U. (TYP.) I I I SEES l— —T 35 SH F.FL. 12 12 �5 �5 iv F30 SHINGLE OR TILE ROOF PER F30 COMMUNITY SPECS - INSTALLED PER - - - MANUFACTURERS SPECIFICATIONS 1' 0" --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- --�--- MEN MEN I WA FE-1 N INN 1E IN IN IN Imi Imi 3068 16070 OVERHEAD DOOR FRONT ELEVATION — Al 14'-0" RIDGE VENT 12 2 5 11'-0" RIDGE VENT 5:12 12 5� SHINGLE OR TILE ROOF PER 4'-0" RIDGE VENT COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS - _ 5.12 T.O.M. - _ HDR HGT. - - - - - ----- --- - ----------------------------------------------------- ----------------------------------------- - - - - - 1 _0 ; 6" FASCIA (TYP) 10 3.:- .. 3'-0" :: r TEXTURED CEMENTICIOUS 00 = FINISH ON C.M.U. co 25 SH 25 SH F.FL. — — _ LEFT ELEVATION — Al it =1'-Orr M REV. 09.24.21 0 W C" O i Q a n O ar C tII U Cn CV C-4 m z C LA-0. 1 y III p N � 6V � � a7 CV R3 _d d Y O- = CD W �_ c OCx au CJ �; 'm U y i• W Lr- _- f� O (TJ 1 t" r <i1'ff °t a,t � V 4 J a D4. C9 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 g �8 0 0 00� � _� y "o y r N CDii Q Z v LL -j C LL u- LL W W , d -'per LU d Y @C M V CI W �'Mnt0 Z LL ��6jO' m J � MZ !^ N O U U O Z to W ❑ ❑ z N 0 z � N z � J � C1 N f+ ^ M � O 'L 1W T W OW Cn pplV p ram- "' r U c LU J U o N Q O W M J 00 Z Z W z o m Q Q Q o E N U z® ❑a 1— 0 �4 '0 CL o E o p< gz < wZ z ? wg �J in @ `< < or�LL mo 0 0 zMc 00 J m m 'a > < 0 W v8i � a� o S < w� " aw m a Wjo C7 �r wa la o ;o d H 0 3 O L LOcM m m Q� 00 j N o Cr O CN Y L J m LO O Q LL cM I N CD m r.0 LO r T LO LO E w c00Z CO o M Z E O N `° m0 a C U < JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. 3.1 I I I I --A I I -__ rn L0 LO 2 v CN 0 Q O c0 CV J co O I M N rn L0 0 O CO N J M CO O I N M N O L0 rn L C7 Cn CS c 0 3 H 6 N O CN E E 0 x 0 0 Cl- c J i 0 LZ N 0 co 0 0 0 a M O CD 0 0 0 0 W m 0 0 b0 C a 4' OFFRIDGE VENT 12 12 5� �5 SHINGLE OR TILE ROOF PER - COMMUNITY SPECS -INSTALLED PER MANUFACTURERS SPECIFICATIONS 6'-0" T-10" T n M - N e 35 SH (2) 35 SH 5068 SGD EXTENDED OVERHANG TO IONIA BE CENTEREDON DOOR TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - Al SCALE: 1 /4"=1'-0" 14'-0" RIDGE VENT 12 1V-0" RIDGE VENT 5� - - 12 SHINGLE OR TILE ROOF PER 5:12 - 5 COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 4'-0" RIDGE VENT 5:12 T.O.M. - — — — — — — — — — - HDR HGT. TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. CEMENTICIOUS 3'-0" (TYP.) FINISH ON C.M.U. 00 i0 (TYP.) F.FL. — RIGHT ELEVATION - Al SCALE: 1 /4"=1'-0" REV. 09.24.21 t•� "n a� LU > W O _ y mR c c Mv:M CV C LL CZ N M CO I_7 CV 24 R: Q y C1 L a)i E c W i O C) Utj .C'a W r_ E ro ,� c V •� 'C? FLO\ o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � Q c Q u V G N o O c o r w ao 0 N � N # NM� IA Q N O 2 It w N -i d- S J C J 52 W W J W LL d W Z_ m c a W N 0 W o� N °' ° Co w Z LL � Zp a J ZN O U W 130 z N o g z N � � �_ Q W U o � 4—, cn w � o a m lJ V) C Q N U � w J W, S L U o °y U) 0 • t� sm w M M J ZC � " g LL E zo r ry C o a @ V c Ze ❑a O �u ¢a �O O Oa z O C a0 ww wo wJ � N C <o 3a r= oC Z�� m � J "m 'aw ¢ ° 0g zz ¢O W C� T � O m <¢ aw N I oLL _ O w <a ID, ao v zl< 0 3 c 0 L > (0 N I..L Ql cc Qom' c� 00 :3 N a Y Cr 0 CV r U m >, m LO Q a--+ O LL M I U N ILO E +� c00Z CO M Z : E O E y Ncc C a t� 6 ¢ o � JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. 3.2 I I_ 1 11 1 1 1 1 JL 1_ - - an 3 _ LO v V) 0 00 co CV J M io O I rf� Q rn LO v 7 O Q CD CV J M PM co 0 I N cV 0 0 L0 L0 i 7 C� B Q 3 Q N N / a E N E 0 s v J i a 0 0 t� N O 0 0 CL N 0 co LC hi 0 d W _ Q m v a> v N 2" *NOTE: VARIES V-10" 12 CAP CAP N iv FOAM TO BE USED 1" RADIUS—"'�"' 2^ 1„ 00 ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE ^ 1" 2" OPENING VARIES 2" h N 3 1/2" RADIUS 3/4" RADIUS 4 1/2" RADIUS 1 -54 Miv co MIO 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1 1" 4" VARIES MIV 1 _p11 iv EDGE OF N �^ OPENING VARIES V-4" N o 21„ 2 VARIES 1, 4„ M iv 12" VARIES _IN 1 1 1 1/2" RADIUS 4" 3 „ /3, 4 4 42 N -00 ti M� SIN M 2 1/2" RADIUS in r - Co cD v VARIES 12' 31" 11" 31" 1" T 3" ,,, �„ 2 1" 1" BASE BASE N 2 chic 1 n 1 „ T„ 3„ 4 1,_8„ 4 • �11 I I ^N I 12, *NOTE: 10 VARIES 8" 2" co 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" OPENING VARIES 2" — �N 1" 1'-4" 1" r� 2" 2" BUILT W/ STUCCO. EDGE OF ki 2a • OPENING �=-r O , 1-1/2" THICK 1-1/2" THICK 211- 1 p11 10" 6" (V _ i 4 _ -17 rn 81 - IN 4„ 2 N 6 , 2„ 2„ iv U) Q U) � Q Bch -- - - - 32' 1-1/2" THICK 24 ^MIN _ -- f 52 5z 1 5 N (D 54' N - °° N o a 1" 11 41 VARIES VARIES ILA' 2" no �M - _--- MIN Q _ _ VARIES VARIES 4„ 8„ 10 oo --------- 4�ti 6" 4" CV CV KEYSTONE F11 0 � OPTIONAL KEYSTONE F11 OPTIONAL io i R6 co 2- 1' 44' �v Rg4r„v 3„ 3„ 2 ' 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14„ V-63" 14 12„ 2 1 1'-4" 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 5j" 1' 12, 4„ 3'-8" 7„ iv 4„ 3,_0„ 4„ is00 -- - (V N ih ih -- 1 " Rro•- LE 11„ z N� O GENERAL NOTES: M � - • 1.5 LBS DENSITY STYROFOAM "v • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH e*13 cis 0 N M LU CD CU M —�cm,< C O- 2 CO p InQ Cy Qrd N i"J } G L CU Qa CU Y tj J ) � C , z `° ., c C"M N O N CD L� 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W a 0 E Cl co 8 C� 0 o 2� �; a N OV U W JLLU_ I LL W IL - d Y ._ m c v o @ O L 0 CV W C/) w Z m IS')M Z ¢ J ZN O U cai v W a❑ v M� (DIS G N (h � g z O Q W "'A cn M z LL T fa Cn 0 g USL c d �N V U c W J _ — m 8 j C Cn N _ 0 co Z J ¢ � mfl.. ECo z rn <` O C:1 Co ¢¢ �� C U O¢ az Z w Cn o w "m zCD m aw z W N S o� <0 - w m � az a � C") JW 0 _ v o3 0 cC:) _ > (� LO01 LO m Q M 0 ~ 00 (0 0 C.0 a (0 J °o N ■ . CO Jr L � O T QI 0 LL M ccN .Q m LO CO T LO T E c CO iri o Z Lo Z E O N @ a E U -0 Q p c c JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. F 1 rn 3 v L0 0 rn O 0 cV J M I'7 CD 0 I M i Q to IP Cr U) 0 0 cV J M M 0 I 1M L0 C 0 0 -L 3 H Q M v a E d E 0 x v c J a 0 v 0 J N Li N N LO \ 0 O a 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 NEMA1 150 AMP/ 200 AMP 4 to lights & outlets 2 to appliances and GFI )to WH to Range to HVAC METER II V so=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUNDjDisconnect KII SERVICE BY POWER CO. V CI INTERSYSTEM 4 Bare Cu Ground AL 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 G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE9 PUSH BUTTON SWITCH (OPTIONAL) FD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT j ►] ELECTRIC METER Owl ELECTRIC PANEL DISCONNECT SWITCH Q�� C� J ROUGH -IN FOR OPT. CEILING FAN �� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN (91�31 (1) PHONE LINE, (1) DATA PORT V 1j211 AV PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER tJI-✓I%1r%I LL.J rALll Lr 1 f1lJLL FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM 16-0" VERIF METER LOCATION WITH BUILD R H.B. ELECTRICAL PLAN — ELEV—Al SCALE: %4"=1'-0" e� CV Ci CV C" Q -a s u,� r— C= "'f c co to C 61 r� c N � N 3 = v c > E s c Ol U � ai as ti r, w ai c c� a cx: • fO T �E 0 M fV 0 CV M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a a E o m8 N�� J 0 � � � LL LL YJ N V w ' v a a- Q 13 rNi w c L a Y JLL 11 Z Z = v 0 o =. - j.aN (O m L Q W o a, o, ¢ In w Z ILZ M Z G H N U OU ❑❑❑ Z W Z N M O O Z N z � � c CL N Z � � o 4-1 f6 U w 0 to �Nrn w o v w J t E I ' c rn Y Q N O� C 0 cn J M J C z � LA_ z LL �"• Z o a W ~ =® co_� Q 00 Z oao 5Z i— Eawto L_ �c ao oUz m ii Z m v J �9 < '' w Fw Zz Qo W c� A � a� LL az nw az � �3 o aQ �o d� zl¢ o U >� ,^ L / m F 00 ICU C) N Cr Y o J NN m m ' ^ Y QI 0 0 c') 0-) U N T r LO LO E c 00 Z � Z 7 E O N N 1 U Q p JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. 4 3 _ Q rn LO u7 0 Q 0 N 0 J r) r2 0 I _ Q LO Lo W E _ C J C O O J LZ N N C\O cm 5 a M O t0 LO ci 0 d 0 W m s� ATTIC VENTILATION CALCULATIONS - Al Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC SPACE SQ. FT. SQ. IN. of Provided r by Upper "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN`* SQ. FT. Total SQ. SQ. IN. of of ventilation to Ventilators (Values to be verified with Manufacturer Specifications) of vented IN. of ventilation vented be provided soffit ventilation SQ. IN. of SO. IN. of Ventilation Ventilation (See Elev) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. required soffit by upper needed required • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. I needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) ! 9 =(Linear Ft. of Deck -Air Needed) Main 28 1 Floor 2373 2278 325 1139 81 570 558.0 (Zone 1) 420.0 138.0 -NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. I I ZONE-1 I I ATTIC SPACE I 2373 SQ. FT. a O I I N I In I I I I 5:12_ SLOPE, I I I I� w I I I ------- RIDGE I O :12� SLOPE 14'-0' RIDGE VENT I a O LO I 1 V4 RIDGE VENT I RIDGE ' Lu a ' I o ILLP O T-0' �J I N I I LO I I I ' I 4'-0' RIDGE VENT ' RIDGE I I w I a I ' O � I I N � ' I M I I ROOF PLAN — ELEV—Al_ SCALE: %4"=1'-0" e'rs N 0 N c" W t 1 c ea e� c,, C, N C LL Cl, m � d � N 3 =' W' a� - a' a E c_ U Cn 41 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. 0 W a v E O M U V 0 W SON n a)m YGw YI ��� � n n J a 13 M � 2 # LL N 5 J C U- 52 L -j LLI Co cY°6 Oa Y 6 N �_ o W ��53 OjO' w Z M ro N z° Q J 0 N OU U o ZIL to W ❑ ❑ Z N M O 0 Q � U) J r M z �-1 4—"r (6 <n w O LL, s �.. V) c_ U — _ E 8 :! 11 s t Uo C N 0 • �m 0 cD w c7 c� J N z o S ¢ Z z � LL zo ZN E w 5 Z WO � COE O �¢�� V Z CO ro t a o J l� ru a C as o ©c z z m J mm 'aw oUca°� ° O� z g0 W Cn � a m < wd o o a w x k oNz tt 3 J w 0 O V OI2 QTTO O (D W LO LO Ql 0 W co CD : N C CT o N Y U m m LO O <C Ll- M I U N d' m LO r LO L � E /� co o Z (a Z 7 E O y Nco M t1 E U ems. cc Q 0 C -� JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. 5 3 x Q L0 v cn� 0 0 co CV J 110 I M i x rn v v 0 00 C) CV 0 J W2 CZ) 0 I ro N 0 = to v Cr O .a C 3 a N O i a d) E v c c a: c 0 0 J CD fa.. N O cD 0 a 0 d M N N c\D ri ai 0 d 0 z W m 0 N -1 V-6" 5-7 8„ 6, 48,. 6' 0" 6' 0„ 6 0" 6 0" 6' 0„ 5, �, 1$„ TYP @ 1 STORY U.N.O. VERIFY METER A LOCATION WITH T-0" S3 BUILDER tH.B. �---------� --- -:� ------�::i —�� —(-----� 60 VERIFY LOCATION �--- `O /I \� ly ��_--,-- 2 #5 REBAR 4'-0" 12'-1" / N �WH•i ELECTRICAL PANEL VERTICALS in w/ BUILDER TO PROVIDE FILLED CELL : 10.-01 :: I : ; 2,_g' APPLIANCE PROTECTION ■ I :: ; : I : ; WHEN REQUIRED PER _ FBC 35-4" 20'-6" N I I J S3 CoV _ EDGE OF SLAB 2" IT A.■ I CJ :: .GJ I : BEYOND WALL I 1' 5-3"1'-10" 3'-6" 1 Lcv I ih rJ I O0) N (2) #5 REBAR I r ;'ram VERTICALS w/ in ( I OPT. WI I I OPT. D 3 1/2" c> FILLED CELL Im 2'-6'x2'-6'X1'-0"FTG G W/ (3) #5 E.W. S3 r 1 LJ : C :_ _:_ :� �T I L--J L----JL----�: 11 • . T-5" SLOPE (2) #5 REBAR F�l 2' 6" x 2'-6" x V-0" N AHU TICALS / In I W/ (3) #5'S E.W. TYP @ 1 STORY I : ; I CC FILLED CELL U.N.O. S3 °° CJ CJ �/ --—� T I �00 25'-10128" / / 9'-5128 ■ 4'-4" 2'-6"x2'-6"X1'-0" FTG - i / W/ (3) #5 E.W. / 3-1/2" MIN 3000 PSI CONC./ / S3 INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO / / / PROVIDE Y2' x 9 Y2' "' SLOPE (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / i RECESS FOR FRT. OOR VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSkddNC TOP PAVER 0 BE 4'-0" I 4'-4" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN SLAB OVER 6 W R1 VISQUEEN 0 0„ 4°BELOW FIN. FLR L W FIN. ..... ' ' . . ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BA M/EP ........::::::::::: ' • ..::: W/ 25" EXT. ABOVE SLAB "GRADE 40 / / / / .: y■ ' STEEL" / — — — — — •— — — — — 4'-0" / i 16-10" 12'-10" b STEPS AS I / i / / / nr='=='�; v v REQUIRED PER FIELD : I I / / KITCHEN ISLAND LOW WALLS III I• • III OPT. 1:: • . .................... icj: 10'-104" CONDITIONS - - - - - - - - I. ■ • C / _ _ C,� REF. -1- �J- CJ -I-� 1 • ■ / I -- - PROVIDE 1 Y2" RECESS / / i — - - - � - - - - - - - - "-- -- CHASE TO :: - - - - - - - �/ - - - TYP @ 1 — — I / FOR SGD. REFER TO / { I STORY U.N.O. Il ' - N oo L S3 MASON'S SLOPE FOR WIDTH D.W. IILI II � 111 ; , '�' ' ' lit :: oo in v I M L�---�LJI__J�-- llj S3 'n Lo / / SINK / DISP 3112" I L__ / 16'-0" 2,_�„ 6'-10" ..... I :. 1 I+ t :. C, III 0'-0" I = �• ■• // �HVACCHASE L II1 I r> AC PAD -0" j/ BASED ON / LOCATION r� ��� \ I _ :: t ----� I / t o --------- LIN i --- " --- — —--------- .. --------- — —�i -- t----------� TYP @ 1 STORY U.N.O. A S3 5-0" 5'-10" T-10" 6-0" 1, 6'-0" L 3'-10" L 2'-1064' L 5'-116„ 5'-0" 5-4- FOUNDATION PLAN - ELEV-Al SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z co co CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ;= #5 CONTINUOUS REINF. SEE FIND. FOR QUANTITY #5 X 25" X 25" CORNER _ BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. _ "Alternate: I j The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" c+7 N 0 N c � W LL9 C4 N Yz fV c d. ® -- .i F O vr,�`��`���F t<'e� y r' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E 8 �a ry o V w C C) N r 0 No N Cn �° rMy1 N S J a JLLL w LU 0- Z — - — d Y co (0 C 0)co O o i4 N CD W U) m J z - LL LO r7 Z ¢ J 0 ry O U U O Z W ❑ El N q(0 o v C; 0 �-1 z LL , l T L:J r �0 O g Nr ^ N _ L•_t J E . -- � g — ' r N o J � Z a C6 7 LO lJ �Co wZ o a _ cD a U:) o 4 0 Y n o � tt 0� �z a [n o m op wLL a 0 aw k a� T� sO = > co L J 01 N Q CL L 00 CID 0 IL Y CT °O N r � J O N LiMJ m = •L�(A, O r Q ice-+ LL CM I N rco LO (D r LO U') T E CD c o z t6 Z 7 /1 E O N m 0- E 'a ca U < 0 c c -j JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. 6 v+ 3 v _ a rn In u7 d 0 r Cn/ 0 CD CO CN J M Co 0 CY— M _ rn L0 lC� p C Cr 00 CO CV J rn I'M CO O I PI) CN cV 0 L0 v N v+ 0 3 iJ Q M cV 0 a 0 E 0 v c c J a 0 v U J LZ CV O 0 0 a M O CD L N O 0 0 W Q m 0 TYP (2) A A A S3 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=oft �e / x, - .� tEJ• / I (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58�---�------------r--- 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 I r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O ! ! O I „ SHINGLE: 7/s' EXP. 1 (2%6) Or 15�sz EXP. 1 (��6) I TILE: 1y32" EXP. 1 (3�116) I i r NOTE: I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS +-+ I 191 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%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 a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. (2) A A � M CJ1 CJ3 CJ5 EJ7 A EJ7 S3 EJ7 EJ7 EJ7 7 D1 EJ7 G (2)1 X S5 D S5 _ LO NCJ3 EEJ7 11 I I Q co —<11 (2) X L 7 1 7 1 G Q O Q - ¢ to a co ¢ a il 11 1 11 11 I 1 Q ¢ G It II I I ) EJ7 EJ7 EJ7 1 1 1 EJ7A "I EJ7A S3 I II I EJ7A I II I I EJ7A CO Q a—Q--aQ Q I II I I EJ7A I II I I EJ7A EJ7A 00 - — --O a Q 11 7 J7A o EJ7B m D1 I" i I I I I II EJ7B I I I " I W U I II CJ5B 0 CJ3A LO < A C A (2) S3 A (2) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF I SYP I SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1 1870 1 1585 1 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 C H2.5A 565 535 10 - 8d RT7A D H3 400 320 8 - 8d RT3 E META20 1450 7 - 10d x 1 1/2" HTA20-18 F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 G H10A 1040 1015 18 - 10d x 1 112" RT16A H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 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 P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 R MTS12 990 860 14 - 10d x 1 1/2" MTW12 S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME 1870 1585 10 - 10d x 1 112" 585 515 10 - 8d x 1 112" 345 305 8 - 8d x 1 1/2" 1625 1400 10 - 10d x 1 1/2" 2375 11 - 10d x 1 1/2" 1020 1160 9- 10d x 1 1 /2% 8-10d 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS 5795 5/8" ANCH. /(26) 10d x1-1/2 3295 2 - 5/8" DIA. BOLTS 1000/1080** - 8 - 10d 2035/3400 (20)16d x 3-1/2" 2950/5090 - 30d -16d x 3-1/2" 1195 1005 14-10d x 1-1/2" 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) 16CI SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 1 12-10d HCP2 590 555 12-1Od x 1 1/2" HHCP2 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *'* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. FX CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" C%j 0 aJ -c � >1 Lai o W n G M c—, r c ca- c; c� r Jo 0 a � V y � fY RJ c E r .. .N I -cs± To the best of the Engineer's knowledge, infonnation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V) W Q 0 E 8 u�, C o �CN� m N CDA � w C J w w J LL tL Cl aU, _LU Z @� 0 V1 Co o rn rn m W LLZ 0�r 0 O w � MZ ¢ � ;^ N O U U O .L Cn W ❑ ❑ - M L N MO o 0 am � O 4 M t ^ v I C CU o O w o Cy N UML INI^1 O `V U � c U S L U o N 0 0 J CIS r LL Q^ o! E VI wr o a o & < c� UJ cr < � o z >_ o U3 w �j wLL <o m � c ww 2 0 > 'D ^^ '' L / LO m N �\ ca U 00 O C.0 Q CD Y CV S N � W m LO O r QI 0 LL M 04 r CID 04 ,Q mto LO 0') CD T < r LO Lr) E «!' CO O Z lO Z O E O N E c U J ¢ 0 J JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. 7 v+ 3 _ Q rn LO L0 v C vim) O Q 0 CO CV J co 0 I N _ rn LO Ln v v (n 0 .a 0 Cv C'4 J rn r'M C0 I rh r� CV 0 Ln Ln (n .0 y� 3 FV- Q 0 cu CL IV 0 a J > N O CV 0 0 Cl- GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 81`44 1 B/1T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1 B/1T I FORM k GROUT SOUD O N W J U O #5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.T.S. M I -MIS 8, MIN 01 1�1 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q 8F16- B/1T V a tNOMINAL, QUANTITYOF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cTf precasTntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. AT (1) REQ'D Q'D CLEAR ALTERNATE POWERS STEEL LINTEL G n O e ° G .M.U. #5 REBAR AT TOP a ° A a GROUT MIN. (1) REQ'D 1-112" CLEAR ° ° a a n O ° U) ¢ m C.M.U. 5 REBAR AT = cq w ° O BOTTOM OF Nn Q_ - F Lu o LINTEL CAVITY Lu 0O U)w -BOTTOM OOZ REINFORCING Q ¢ C7 in 7-5/8"ACTUAL PROVIDED IN LINTEL Z O w n ¢ E. O 3:cNo #5 REBAR AT BOTTC NOMINAL WIDTH (VARIES) ((nn � ¢ a " AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION IMF F 4'-6" LL 4'-6" LL E � 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" C" O N - C" 0 c caar� Cn m ca fir' �cnx w. �. (v .cl, 2 .L m v arc v C c n> o oz co `' rz: y c F ti L� Q'4 i f � P To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a 0 E 8 0 U C d �' oo a) 09 y N <o N rn�r--� M a M V N I- M w J u- iU o Z = io c rn Lu a Y _ '� N O W 05 °' °' m Z LL L- 0 0 (h Z w Q J aN O U Z W 0 0 T iz' r l✓1 v flu 0 Lli p <_J c W J = L ti A � �Q o w __ C6 o E � O t- rc < I U O <ar4 (fl O F Cu a U w a w � co nJ x < m U ¢ w o m z "J z c i3 <Q u � o M <Y ^ F- Zk 'J 3 O >� LO LO m Q cU 00 N o N Y Y U O J M_ W m LO O r Q LL co I N r LO U') T E CDZ (O Z 00 E (D a 0 J -8 o � JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. 8 I -I I I- L-- 1- I 3 x 0 o- N E, 00 to fV 0 rl) I2 O I N i rn LO L0 0 N 0 m C) cV J M W] 0 I N M N 0 L LO LO Cr V) 0 i 3 a N 0 i a a, E 0 x v c aci i a c 0 0 0 N N LO 0 0 a N N ai a d 0 w m v v N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. N R GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1,Z INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0F 10 PLF APPLIED VERTICALLY 0 DOWNWARD AT THE TOP OF THE GUARDRAIL 0 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 U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2„ 1 Y" %a" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore exterior sol�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 0 N M 7 ;1 w o u a cam-, Cc f...7 C'V - Cl W_ M O to - N Vf N O l4 a, E c 3 C. cl- cn c-� L c E e;ii+?<Ej�l'er .Pr r3 No' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a 0 E v 0 CV N � 0)V .2 N r 0 Z IQ M �, # lJi C J LL LL W C1 d Y .� as c W C,o @ N og T °' m W _T. ILu' rn � co Z a k N O U 8) WC-) U)❑ ❑ N M O IN z 2 U) ri- tNi E3 z �N C7 0 w a U 0 $ NCO VN U)U , W Milk J r - E U o N U) • �Q Q N 0 ti o Z w M c'") 0 ¢ p YS Z Z ¢ LL E E zo oo Zo ¢� � o oa N I- (B o E� W 0 UO U ¢ Z�� co ¢¢ott ro Qa mo C3 Z m cu No aw 3 �o ¢ U T � N W O m oLL aQ = o •cY O¢ .o a O U� G�C > CO U-) rn 0 �-.LO O � 00 co j N o O N Y O W m t U') � O r Q � M I U N rn C.0 Q ai E c_00Z CD o m z E 0 0 m E a IJ _j Q 0 JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. SN - - -- -- --- -- - I I --- - I - - - - - -. I I I I11 l � _ I 1 _ I 1. -.� --- � �� t 1. P ■ �_ I THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING 16GAx1-1\2" LONG 3/4"-1"CROWN) STAPLES @ 6" O.C. VERT BETWEEN MAX` I I I I I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O O 5'-0" Q - 01 0 STUB -OUT FOR 1'-O" o ° o GAS METER OLO Of o U O F CV s0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 'IT-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15, 4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI(5Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 wood panels nee Two 3/4" wood panels or 2 x — 1-1/8" or two 112" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap ----I FILL CELL STD. 900 HOOK BOND BEAM W Ir CONT. #5 CONT. #5 HOOK 7]F- 00 (�I BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO —CONT. BASE PLATE BEARING COLUMN ��PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI '—MASONRY WALL OR INTERIOR BRG. WALL - TJI PER PLAN j OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. i 1/8" min. } Smallgap2" min. 2" max. 4" max. - Web Stiffener Fastener Schedule_-- - - Joist Bearing Location j Series Depth End t! Intermediate ('� - - _ i 0 9-1/2 i 2-8d } 2-8d I BCI 5000s R 11-7/8 2-8d 3-8d Clinch nails — 14 2-8d 5-8d 9-1/2 _ 2-8d 2 8d he possible wrible /f BCI 6000so 11-7/8 MCI 3 8d BCI 6500so. 14- 2-8d 5-8d - - f' r/ 16' 2-8d - 6-8d 1) Supweb�flangert ck of web uring Walling to prevent damage to \\ 111 8 _2-8d - 3=8d connection. ® BCI60s 2-8d 5-8d I 2) Block solid between joists for full length of span. Tight fit 9 16 2 8d 6 8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d -3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90so 14" 5-16d 4" 5-16d required when Indicated or max. 16" 6-16d 6 16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and Non -stacking walls wall or beam below.* require additional Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls consideration. Check local building 1/16" code for appropriate !/ details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side i at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Provide adequate bearing for each lapped joist. 10d nails SECTION @INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CID 6., A 1%" ROUND HOLE MAY 6„ 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Found Hole Diameter n 2 3 4 5 6 7 8 . 8-875 10 11 12 13 Rae Hide Sloe n 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 T-0" V-1" V-Z' V2" V-3" 1'-3" V-7' V-11 " 2'-4" 2'-9" 3' 2" 3'-7' 12 V-0" V-1" 1' 2" 1' 2" V-3" 1,-9' 2'-4" 2'-11" 3'-7' 4,2'. 4'-9" 5'-4" 16 1'-0" V-1" V-2" 1' 2" V-7' 2-5" 3-2 3-10" 4'-9 6-7 6-4" 72 20 1 V-0" I V-11 I 1' 2 1' 2" 2'-0" 3'-0" 4'-0'* 4'-10" 1 5'-11" 6-11" 7'-11" 8'-11" 24 1 V-O" I T-1" 1 V-2 V-3" 2'-5" 1 3-7 4'-9" S-10" 1 7-2 8-4- 1 9'-6" imici NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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. SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) =1 11=1 11=1 11=1 I— '� Nail with 10-10d nails. nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR •• ; . • Joist hanger �� -� , �- . d• . FOUNDATION INFO A' ✓, STEM FOUNDATION f GRADE �� �� �� Filler block. REINF. SEE PLAN Nail with \y: 10 10d nails. Ai Backer block required where top X , 4 mount hanger load exceeds 250 lbs. _ _ Install tight to top flange. —I—I I I —I I —III —IT - I 1/4"-2" gap 111 I I—� d: — • ° i_ Backer Block - f-J A/C CHASE 4" PVC (2 ) #5 REBAR "Top Mount" "Face Mount" SLEEVE THRU FOOTING Backer block shall be tight Backer block shall be tight MONO FOUNDATION to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height TYP. FND. PENETRATIONS l requirements �L e SCALE: N.T.S. r j -0.1 X Joist depth I -JOISTS BUCKETS N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED( PIPE PENETRATION d I I-1 I I —I I I—i � d PLUMBING LINE PVC OR SCH40 SLEEVE — IIIII d °d II�IIIII, - SEE FND. PLN. SIZE & REINF. 12' BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° e d ° d z� • ° • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. 2 TOP #5's x 4'-0 " PVC OR SCH40 SLEEVE 5 CENTERED @ PIPE PENETRATION PLUMBING LINE d ° ° d° d / -III—III—II 11=III=III ° i ° SEE FND. PLN. SIZE & REINF. N 0 N cn o .r d� Z �� r- o c co c, Cn a U_ C '� C1 N yCJ E. E CD (D. 08 tv d xz l`'• Nam. 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 Q d o O O '0 r2 i U m 5 0 1? LL N M J)" ,� uJ w 7 z a Q Cal: , w U, u_ Z z —ern � 0 .0 L m o_ O o W o��z of m Z IL of w coU O F aO N U Z ❑❑❑ W � 9 z N M z 2 8 o �y n � N N z c C9 a-1 0 U �• U 0 to w $ �V) CO _ lL J _ E m � c In N em 0 �_ CD w Z Q m zo Q Q Q E= V wo OF � Z3 ❑a � o E O U a Z CIDao ¢ o iiz ww <� �0 .9z - a �z <� 02,a z " Wco WLL w Qa � J 0 M ola V 2 = ° 3 N O > CO LO 01 00 L_ O Q CD Y CV J N co 0° 1_- LO 4-1 O r al �� � M C N m LO CD �-- LID LO T E -E z N z :3 E O N °� C n U Q _J JOB NO : 23-06133 SCALE : AS NOTED SHEET NO. SN 1 I -- - ' ' _ .. it _ I_.._._ t _ I I I - 1 'irl 1_1 11111 11111WIF11, till t -i'� - --- I_.- - I -- _ L_1.. I __ I ---- - Imo._ 1 - — - - --- - -- - 11-1 - -- L'-_1L_l1 Cm -o a v 0 co C'4 O M M co 0 r•n i x Ln Cn u7 0 N 0 0 GV to M 0 I N M N L0 0 t('7 Ln v C_ -L 3 C-1 a M O i a 1° E `v J a N N 0 0 a M 0 LO 0 d 0 Q m 0 N 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 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 --I I l--'LI �I I �I °° . ° ° I =III=I I �I I I= 9 I=1II=1I III D I �-1I1=III-r D7158-CLASS G or H, or ASTM Tj_� 1� �_� , • D3161-CLASS F, IN ' —1I1I I III—� ° — — 1 12 ACCORDANCE w/ TABLE 1116, I �I I —III=I I=I�=I I I= TYP.) R905.2.6,1, FLORIDA BUILDING -I I �I I I=I 1 L I I ��I I I - VARIES CODE 7TH EDITION (2020) _I I �, I I I III I1 I I II I I I �= 11' 11 RESIDENTIAL 8 INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING _1�r / FRAMING SHEET FOR 5/8" OR 1/2" HIGHJ 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 NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG FLFV. VARIFSAi"\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD PL U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W16X6 n NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C E, 04 ' ° t, - Z M - . 6 MIL VAPOR bo BARRIER ; b 4 — �• • r COMP. SOIL. (COMPACTED TO 95% I I— MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. V-4" (1 STORY) CHAIRS TYP. STD. 90 HOOK (SEE U4" V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS �[O.H.D. RECESS 11 z �. '•, 4„ 00 4. T III SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/(10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 0❑ I GARA( GARAGE SLAB AT STEP SCALE: 3/4"=V-0" Cl) 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 7/7 __p✓i- -ram _I✓r II II II II 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 #2 SPF —� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. L2x NNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" 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 "SIMILAR AT FOUNDATION ONLY" 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND r' 17" ^' ^" (ALT: 1/2"x12" 111 CN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2„ ATTACHMENTS 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 6 x 6 1. FIBERMESH �31/2" MIN. � �31/2"MIN. i ° ° ° — _�� 1/2"(min.)-4" o b °. _ _ _I I F 3 1/2"(min. - 4" I ° • I I — �r 31/2"(min.) - 4" y — I — 1- I- -T7,111— (2) #5 CONT. -4" 1'-4 8 T � � (2) #5 COCONT. " T-T 4 -4 8 U.N.O. MIN.U.N.O. MI TYPICAL BEARING WALL STEP SHEARWALL(',_CTYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 �\�O SCUP ens M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ Ir 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8- x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5I8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED ci 'E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE , ° ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. 760ksll Z M D D D FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. O° 6 MIL VAPOR BARRIERf1 -I T ff I ° ° ° '_ Tfi— E = I °° z T R 1 7/8" —� #5 REINFORCING BAR N I j .- 9.1; 1 AP SPI IrF COMP. SOIL. (COMPACTED TO A° 95% MODIFIED PROCTOR ASTM D1557)r-,— T rr- 4" 1'-4" FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ° °v GRADE 00 _ _ — ° • I I III—III-1 -(1) #5 REBAR w/ OPT. ' 1—I 11=1 11=1 11= 11= 11=1 I =1 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 4' . . M =Ii-T� -111=11 ��•. SEE A/S3 OR J/S6 _1 j I I I I It ,III III. FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC lRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS �I SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. -'� P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEAMM INTERIOR 4. -31 /2" 1 -� CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB sN e E An— I- M 6 MIL VAPOR BARRIER"7T 101, ­r,x..rr�:r.�rs� REINFORCING1 HOOK NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE L) D U J Tf[— 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH (2) #5 CONT.— ON 3" CHAIRS (TYP.) 8„ V-4„ 8" TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 2A O.C. MAX. CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) \7 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH r I `3 ° SEE PLAN FOR • TOP OF BEAM & LAYOUT DESIGN ° ° .. — -� — Tl�ml I In I� i� 'It SEE ROOF PLAN—d HTS20 FOR STRUCTURAL -I T �= ° ° n a n (2) BEAM SIZE & N r a l r I. ) CONNECTION INFO M a T tl 2x4 P.T. PLATE g d 7/16' O.S.B. COLUMN LOCATION 1 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w SCHEDULE Q w SEE TYP. WALL SECTION FOR ADDITIONAL > SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"0" TAPCONS AT 8" O.C. q MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS .9 - TO FOUNDATION PAD _...a —INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `Z1 ' ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT Q j w/ MIN. (2) #5 VERTICALS OD GRADE E > FILLED SOLID (SEE PLAN FOR f 6 x 6 W1.4 x W1.4 %t LU w SIZE AND REINFORCEMENT) C7 � • WWF OR FIBERMESH � BRICK PAVERS or SLAB PER z woa O o Cn _ vc • • • • - z a ° ° COMMUNITY SPECS U_ � Cl) a ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" S3 0-0 FIN. FLR. INV FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N O N r ti= 0 dUj � W G fD U N _ m x U_ a » = �® t Vf $ N C N C� t6 � d M 3 v > CD � g 3 v a� atx •� s= U 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. 0 W Q vE O OM U G(0 O N � 1p H ���N ��rLa . Q 13 "o U_ LL. LAl 55 CL aN Z t0C L M O c. W 3 @NCO O �rn m ILZ tn Z Q J � N Z N OU 0 W Ell] � N M Z CO z o Q r o A w LO U1 L �� U m - _ E U oDS LO 0 o z w J yJ ¢ z z LL E z z oz I Q C�- o Z o cca F o o =V _ O O �z eY < Z CIDw w L np o ., a'w c` -C3 � <z pU �m � � ZF z m j O Q w ¢ V W VJ > O 2 wLL az m <p J o M aQ �C) ao >� LO L m F— 00 co � N o � Cr 0 N Y m m tf LO 0 ¢I ate-+ LL M -0 U N LO r Q U'),^ LC T H 3 W Q (IS Z ;_ O EA E a U _j Q p JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 -n Of L0 L0 v 00 to CV a J M to 0 I N = LO LO Cr C V) 00 C) N J co O I N M N 0 LO i LO LO 12 O N 0 0 3 a N 0 a CN E 0 x `v J 0 v 0 a� 0 co a; 0 6 a N N LLO 0 0 Z w Q m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM 11 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID SEVERY OTHER + + TUD POINT ++ + TW/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD11 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE GL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 1 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER ❑ FULL 8x8x 6 BLOCK SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \�J — DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 4 IN KO BLOCK EA! STUD EMBEDMENT MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 <d a 8 STD. 9d*HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION !� NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. '�:OOF VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S G S4 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 J J a T `W O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF ; GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. 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 LIZ THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING/I — TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. /GARAGE SPLICE NAILS TOTAL) EA. SIDE OF / DOOR 48-SPLICE STAGGERED J-BOLT TRACK BRACKET VlJ%dn 1 nM FX W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 • (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 { SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. 14 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 4 /-10d@8"O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION J/SS -ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC ECESS `SP4 SP4 �L;INTEL SIMPSON SP4 SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 LINTEL TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w v z aa. 2x TOP PLATE V2-16d 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 EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR, PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. i & NUT DXIED A.T.R. i & NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM P ATE -� p 5/8"00" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) BOVE -OCKING 2) 16d TOE NAILS .A. BLOCKING - 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. n en N 0 N Cn _ 0 ­110 �� o C N U N c �. .!2 roe to N -i w v ro J E ca N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a� W Q 0 E U N 0 � p O o c o n 0 w 1,00 2 LL v/ Q (� M R N 5 J M 52 LL W J LL ° W = a O Y Z Co Co n fCo oo W fa N �2 o - o�r Q1 °' m W Z rn o co Mz N OU o Z W ❑ ❑ Z N fh o N Q <¢ QE3z � 2 z �N (� w �_ V O M w o cN �cn v 6 W J - E 8 I' . ®® = s o C U) �- • co M c"J ZZ ? ro u I Q o V of Z® ❑a CoE H g j 0 o E o �a g� < z [O i a i wa dz t CO E �c o 3Q w 0 mo z �Y°z <� �z <� W `C, T g m < 5 aLL r� M v olQ 3 °0:7- > LO LO N m B F- L 00 j N o 0 CV Y � U o m LO O r ¢I V- CM ) N d' .0 m (0 LO CF) CD T Q T LO LO ui E C00z c0 0 z O `'CU d U Q JOB NO : 23-06133 SCALE : AS NOTED SHEET NO. S4 _ I I I 11 ! 1 t r I° — 1 -I I- - 1 _1_ I 1 1- All 3 _ Q rn 0 rn 0 CD cV O J M 0 I M a L0 L0 v V) O 0 ce cV M M 0 I N N 0 L0 0 L0 O O Q 3 Q to t� fA (D E O G J i a c 0 0 a) LZ N N c\O O a M CV N ci S W a m v N 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLKG 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING ) MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) FASTENERS. (MIN. FIRST 4 BAYS IF >9"SEE 10/S5 UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS BACKNAIL w! (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 E FR HEATHI 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N N IF >9" SEE 10/S5 X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL wl 11 1/ (2)16d NAILS WOOD TRUSSES 60 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 ]12" RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF t2' EACH JOINT w/ 3 () AT LEAST 90% OF WEB -- -" BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED SIMPSON HGAM10KTA 24 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE FIRST (4) ROWS OF ' (2) 16d NAILS W/ 10d NAILS @ 6" O.C. W/ 2x4 BLOCKING @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL ( - � ) D - 0.207 , L = 41/2" OR EQUAL E ES AND 12" O.C. FIELD O/C w/ (2)16d TRUSSES FROM EA. �` (4) 1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & ? >, JACK TRUSS SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ��-_ CONNECTION 1 /4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING FASTEN WITH BLOC IN 4" FA 2x4 BLOCKING W/ 2x4 BLOCKING TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF n, D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION ('9 Y SEE TYP. WALL SECTION FOR SCALE: 3/4"=-V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. �S5 71NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT l— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLKG @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm— SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI0KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS L \_ DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) Z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C `MOISTURE BARRIER .BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM 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 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L' BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. �S� DIAPHRAGM BSO/C NG @ 48Al GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. c� � — } hL1 5 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 4" N 0 N C" Z � w i � G co CJ 'in.�c.rs V! 07 P a �+ ie ua 4_ N J � y � a - i ltlww To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a a E 0 0 Q N N cm oOoo N n (n Q N J C J u W co LL , ° w .6o Z m vYi .L. O O �N� W 0 Z m w N Z QLL J N o3 a Z W ❑❑ z z Q —� N V / z O �> � 4-•+ (� .0 w O ?' m O ) w g c d^�i�J r N U W J Nosh t U o • o sm o M J o a IL E �o < a 0 @ V Wz z� oa F— 0 o oo U o co < a= xz Z � wo pw c �a mo � n = Z m co � J J om <w Qo U u T � 2 K wLL aw N W = o w =< ;o 5 y O cr_ 0 In Q/ Q M 00 Q. YCrCV � NN O T Q ILL co T ^ 1.{ m \ L0 T T. U") L0 E c Z fC Z 7 E O N m E v c d U _j Q O JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. S5 rT 3 LO v 0 00 0 Q0 CV 0 NO rM C> 0 I N x Q as L0 v v 0 N J t2 (10 I rh CV04 L6 L0 i LO 0 N 3 Q rh 0 a 4) E V v J U J ti N 0 v O 0 a N N 0 0 W a m d v' N 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT DOOR JAMB (REFERr2X 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CON APPROVAL FOR CONN. P.T. 1,X 4 FURRING 3-1/4" LONG X 3/16"0 " ❑ FURR 3/16"0 X 3" LONG TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2 INTO STAGGERED @ 16" 1x8 P.T. TAPCON @ 16" O.C. &TAPCON. FROM EACH END w/ M. BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.rx4�" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ❑ x 3-1l2" TAPCON @ 16"1x4 O.C. & 4" FROM EACHFURRINI ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1 X 4 FURRING T SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO , BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR4.T 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1-1/4" MAX EMBEDMENT INTO BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS SECTION A -A 8" Z-0" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAAGONAL 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" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REBr (TYP,) STD. 90' HOOK (l ,AL NOTCH WEB AT FIRST 2 COURSI L ;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 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS LA 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 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4Y�" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS 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 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) #5 CONT. TOP &MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. k'. * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADEo- FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: co REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. N TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 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 STORY) #5 REBAR. (2-STORY) " MIN. (1 STORY) (3) - 16 ( 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO `R 040 AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED o `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) ` FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO ' ® BOTTOM OF BAND JOIST TYPICAL +2 NOTC F� @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. ` w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" THE ' ` TITEN INTO K.O. BLOCK :S FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. �SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW ALUM DRIP EDGE BRG WALL TYPE - PER PLAN I 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET 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.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS 71'4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 2x TRUSS AS SHOWN FOR O.H. UP TO 2'-6" °�E,qy,� * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. + + O4FNGTy (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING + BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP ► e s EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS QFF CHFFT nq Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 11 } Z 0 a U- O w U F-- U FILL 1st 4 COURSES SOLID W/GROUT n FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •n OVERRAN ' e' ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0rr 51 -01 1 ° • '• ° ► : #5 BAR x p. 1.0 • ° : .. CENTERED W/ ' 4 s ° • . .' °► IN TOP o • KNOCKOUT/ FN ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .o • e DIRT Z °• ° STANDARD o #5 BAR IN 90' HOOK &4 " FILLED CELL, �i - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )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 M EXISTING FOOTING (2) #5x6' IN CONC. U) N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY .�P O 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. e*s N 0 cr rn o .T W 3' ar- C= co C-> cros� C LC C� N — m o N p i r ai o �_ u— rx =1 m LL •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 Engineers signature and seal. 0) W a vE o o8 0 o m 'o r as �N �00 U=) Z2 0 C U- 5 LL W J U-u 5 � l W ° Yn Z co t @ o W � M CN O O Z LL U) c, m N N Z Q OU Z 0 U) W ❑ ❑ o z N � � � Q U) c/) z CD o � w a 0Dv) C N v(uN U) U a w E '.. C 0 N S I� m U— � a CC cU E m� Qo rz O E= V 00 z o a (O H B E V 0 U G O za O U O� Z o � ao a= 0� ww it o W � CZY G oLL . 0 z z m J ¢ w �Z W a03 co Q, w� �w m p p o= w U' 0 o wa G IIIIIIIII� sQ a= 0; c 0 0 > (fl � m M Q Fes— 00 0 = 0- CD YCrN °O N U O chY J m v L , O T <C IL cM I N Lid CO r Q Lr) T (D E c CO iri o Z m z E 0 U E U C 12- Q O JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. SS 3 „ a L0 0 t� 0 0 co N J 0 I i LO rD 0 Cr Cn co J t'2 0 I i LO LO LO i v Cn 0 i Q N 0 i a v 0 2 J 0 0 0 J r N 0 0 0 0 N 0 LO 0 0 Q Z W 0 CROSS BRACING DETAIL (TYP.) 1 SCALE:NTS TRUSS NOTES: FRAMED RIDGE MAY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONBE Y. NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MIN. (4) 1 WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) K PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD �A TRUSS (2) 12D NAILS --I' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—J CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES X— ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP —�� COMMON TRUSSES. — SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16 O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR TOP OF WALL h PLATE BELOW ; MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE:NTS " SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) L.SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDION CATED CONNECTION INFO OPTION A SC EE/PLANOPTION B OPTION C COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS EXTERIOR SHEATHING ti ATTACHED PER 2x4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. l� • GABLE TRUSS irpmW WMA610E (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. a • MASONRY WALL BELOW: SIMPSON a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM H. BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE K'12� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • • SIMPSON LUS26 w/ (8) 10d NAILS • ZSEE OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE rrr -J�— 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS e%13 c%r 0 cw S W acr o C U C, N -.�L = Q N C= 3: M � C N 1 l t tl/p//. 114 (� '�P�:� QI To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W '. E O V � � � N r 0 M-N to �"�� Q � �I @ tL U_ o _ C aW Y m Z L y p _ o 7 cD N CD Y W 'j m w �. coW CV ° Q 0 NCl) Z OU U O W ❑❑ N f7 O � Z n Q N Ln zC10 a) 4.1 (U CD o _� 'fit-• O w g N �N y in (6 � W J F _ E z = 0 N 0 �_ J w Z Z �0 cs Eg Q E o E oz Zo oa CO H O o D o o � E � �<�� a� , aZ z � as r co(0 �c 260 ° w LL ZY m ) m Z 'a w m O E z < J WU:) o C' op cw co E0 w 2 ° O ch F zla I , a r o° 3 .y O > Q0 ' ^ w / L 0 m E2 Q c� 00 CID C) :3 N o Y U 1 to C V m L0 O 0) I -14 O _ d' .0o -0 ca CV m � LO Q LO LO E w (0 00 o Z Z E O @ a E �? U ¢ p 4) JOB NO : 23-06133 SCALE: AS NOTED SHEET N0. D1 rn v x rn Lo e v ¢ 0 co N 15, M O I i rn Lo Ln FD v Cnn 0 .a oo N J to N2 0 I N N 0 0 O N rn c N N 1.2 cn cL v c J a o 0 0 M NO O 0 a N N Lc ci o LJi 0 W m v t/) THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK ° 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOTTO r( AMri FOLD UP WEATHER RESISTIVE BARRIER & SECURE (TEMPORARILY J WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS 1 L!\VI IIIYV 1 �/�VI IIiYV SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the In umbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT - embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED- 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary SLOPE d e ° a WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) Eon ASHING WEATHER RESISTIVE BARRIER o� I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER Q 1'-4" PER PLAN V-0" PER PLAN SLOPE SHOWER SEAT Q Lu co SELF -ADHERED FLASHING OUTSIDE CORNER i III 0' cr- LIJ Lu a. a- = W U ui Lu W Lu an O I rn WINDOW UNIT DOOR ROUGH OPENING FLASHING REQUIREMENTS �- SLOPE 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 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 EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q 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 is CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance 9 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FFLASHING, SEE LANGED WINDOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE 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 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration g manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 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. li SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. st INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. w t R t t Ba 7.7.At built-in clutters. LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5I 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 �Iv II i r•Iv PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A a er ests an rner Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH JCTURAL FRAMING JCTURAL SHEATHING P OF SAF NAGE PLANE WRB D BREAK WRB ATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N O N cr) .01 -a W o L u fl- r: Q m v ac LL_ >< � c N a ca rye QJ a- -ram--+ G M CV O GV cfl 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. W a E o c � V o C a? co N a� cn�r�- V Q N o # LL C J LL w cu u_ LL a w a Yn Z mc� o IX W r.m9� o o�� °i m W Z L- w 0 o co Z Q Z O N OU U cn W ❑ ❑ m = N th o co z co z � � E3 N M 0 c� LL 4-1a T O w s toUl ry N N C) w t- _ E91 ci S G U • o w M J Y z Z � u_ E z o m Q fl. p E E Ucu of Wz z© oa ra 21. Qo o 1<� Kz oQ Co ro a)L w o aZ d J _- M Q) m J ", ; - z � o QU W >,� � ID D o <p a U: W 3 aLL o w w� _ L� ro V olQ a o3 C (D2 0 > (0 m 11L0 cc 00 co O a Y N o° N _ o J m m IUD r Q ate-+ILL M I -0 N T coCD m LO r T LO LO m 00 co 0 Z Z E 10 N m I1 E U � v Q v JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. WP I 11, 'II. I. . HURR/CANE Mounting Brackets; 10 Gauge; 4-1 J2' X 4-1,'2' X 2-12" See Ancfrot Schedule BID 1 '2' LDia. A iTy i a3iar7 r Washer; f Self -Locking huts Back Cross Support (May he cut to Wi Right Bracket (16 Gauge) f1 #14Self-Drilling SClc W 5 AIC Unit Bottom Edge Hurricare Strap (TyfliraL 3 in fr,)W Front Cross Support (May be cut to W, Left Bracket (lb Gauge) 11114 self -Gulling S(rewV Thru 8rd(kets & Back Cross St poor1 Into A/C Un;t Botturn Side (Typical: 3 each side for hurricane uso) ..vah. r.IJluvurt -1- mnt arc pu11-1,1 ­ 1 =m3: 1. li_ t-Itl Aar tau« Fa ztaF Rai evt %a thnwtng availa6lc upon nec rtend i, d'1L•11sa1 iltt will apply) Florida Department of Business & Professional Regulation Pege1 oft Building Codes and Standards ] C 2D21 Product Approval Application Detail Code lntW or "k 2" Date PaR#no Dets, Type veteran Manufacturer contact lndneat LlGenae VddMedBy ypp"w Hummed FSC Approval Aggt status Arr"malbn 2020 Smelt Vent proeuds, Inc Michael Graham Nemec F No -era P E. Loose Bw'den P E 12/16*020 12Ji6/2020 1228'020 Approved Category,Structural Components (877) 441-M8 PE-73778 (334)300-1800 SucCategory: Products htroducedis a Restorer info@smeMem.com New TernnologY Compliance Method: Eveluetim Recall from a Florida Registered Architect or a UWW4 Flalda Prdessiana Engineer FIl15822-1aBPrchill Wain, Assurance ADgrowd for Use Agdxoved for Use how Doslar, Sao# Protluer MOM.IMmber or Nanw P ocauct Dayainian Contract ErdrabM BMa In HVNL Outside HVHZ Ruilit� t'r'assura 1 BmadVent Modal #154051O Dual Fun Mimi Flood and Venaabm Vent 12r312023 Yes Yes WA 4100 -100 2 Sment., Modal:1540511 Duel Funcb. Flood end Venfledm Vent IMI2023 Yea Yes NIA +1 OOP100 3 Smadv.e Model at 540520 hsuiI Flood Volt 12(312023 Yes Yes NIA .t OOI_lDO 4 SmeltVent Model 11540-521 Insulated Flood Vent 122112M Ye4 Yes NIA 1100L100 5 shmIVent Model 91540-524 1684qud; Garage 00or Flood Vant 12/1120221 Yes Yes NIA WA 6 Smertvent Made:$1540:70 Wood Wall lftaiO Floodvenr 12/31P2023 Yes Yes NIA -100F100 - ar_AVent ki #154074 14.5110 an9. Oaor Flood Vent Imi mom Yes Yes NIA N)A Florida Departmer# of Business & Professional Regulation Few I ef, Building Codes and Standards 1114/2021 Product Approval Application Detall Code entm ot 292 tom! Pale Pendkng sides yxaion Masifactura Contact ErmY,wtLiaatf.validated tar validate. Sudannittrud FBC Amroval A-gy,d Status Revision 2020 Drexel Metals. Inc. JasM Shumate Zachary R. Priest Lodes 8-dim P.E. OU10/2020 0609/2020 082=020 1On 32M Approved CatePWy: Rooting i502)303-1511 PE-74021 (3341300-1 WO subcategory; Metal Racing rhumete@drexmet.cam complance Method Evaluation Report hen a Florida Ragstered Archkecl or a Liceei sed France Proressional Engineer F Lot 7679-RO Products Wader Assurance Amro"ci for use Agarooed for tlse impact sea# Product Mode NurtD.a Name Product Destruction CadraM Etrolrellon Date In KV4Z Outaide hvK IttMslatf Pressure 1 Orexel Motel Roofing Systems DMC 1001,15, DL1C 15055. DMC 1755, OMC 2005, 1213112025 Yes No NIA ♦0/-180 DMC 5V Florida Department of Business & Professional Regulation Page, 2 d4 Building Codes and Standards 31sawn Product Approval Applicatton Detail Srg5g - _ Dtlly.or .fit .. .Q314 Data Pepdnia 2 j'yye Ymilm Maa.faclurw contact Enainaa tLicana validated Br ,Ya,L9iPa Bb.MW FSC Apaava A-,ed fitatus Revision 2020 Therma-Tru Capaaficin Steve Jaspers. Lyndon F Soh rddt P.E. Ryan J. tang. P E. 04/1512021 1?nIM20 04=021 0608/2021 Apprarect ry: CategaExterior Doors III DO) 843-1628 PE-43409 e813)767-5555 SnDCatepory: Swinging Exterior Door Assemblies gasperson@merlralmC Compliance Method: Evaluation Repot tan a om Flanda Registre ed N.itecl a a Licensed Flonda Prof,,oven l Engineer FLe2016s-R5 ft d de, OuaBty Assurarrce ANnronid tar use Approved for Use lanced $ppg pig_# Prod t Model Numb. pit Ram. Product Dese,kftn Ogniraa Excision Date in HVHZ outside HVHZ Resistant Prins- 1 e. Thertna-Tru Fiber-Clamlcand smooM-Star Nominal OU39'. 88qud: Impa M&qua: OpeWe 12f412026 No Yea Yes WA Composite Edge Fitarglasr Single Dopy Ilnswalo'Outswino. X eanflWfaflan) 2 to Themre-Tru Fiber-CAessle and Smooth -Ste, Nonha16&#39.8&Wotlmpeoulp-:0pp We 12nl/2026 No Yes Yes NA Compost. Edge Flberglass Single Oaa Ath "Ite(s) (InswmglOutsanng: XO. OX a OXO mnfiquraamsl 3 c Therma-Tru Fiber -Classic and Smooth -Star Nanhal69939'.66quatlmpad6glat: Opaque 121312026 Nis Yes Ycs WA Composite Edge Fiberglass Double Door wide a +.4th.1 Sidelines rinoving/0utswing, XX ar OXXO canhourall.$) 4 d. Themta-Tru Fiber-Ci-c and Smooth -Star Nominal 8&#390&W.:Ymgecl&qud; Ourr%. 12/312026 No Yes Yes NIA Composite E09e Fiberglass Single Door (1naving10ots:'1g: X c 11gurabm) 5 e. Thenma-Tru Fiber Classic and Smooth -Star ileminal 8&#39:0 & .; Irnpad&quot Opaque lmin?026 No Yes Yes N/A Composite Etlge Foo,gre- Single Daorweh Sidalh,ts) tlns'wingr OWsving: XO, OX or OXO e.Tguraima) 6 fThemx-Tm Fiber -Classic and Smooth -Star Nominal 88#39:03Wd;Impsa&quot Opaw. 12/312026 No 'fee Yea WA Composite Edge Fiberglass Double Door wth or without Sldeiaes ulna. Jng/Outavtng: XX sir OXXO omfgurai.$) 7 g. Thelma-Tru F,1bv-C1a..d and S,ndel sir Nominal 6&#NZLquot:Ipaclaquot Gazed IM12026 NO Yes Yes NIA Composite Edge Fiberglass Single Door (ha'4ng-Upswing: X c.lai mtlon) 6 In. Therma-Tru Fib. -Chit- and SmexAh-Slar Nominal 88#39:B aSWd:Mpad6Wot Glazed 12/312026 No Yes Yes WA Composite Edge Fiberglass Single D-Ith Sdelithi IlnsaangrOutwro: XO. OX or OXO e.nguraima) 9 i. Themta-Tru Fiber-Clasw and Smoctri-Ster Namnat 68#30:& bqud;ktpeal6Wot Glaze 12/312026 No Yes Yes NIA Carxrosit. Edge Fib.glaaa Double Door wide to, with out Stddees (InswinglOutsW ng: XX a OXXD ..figurations) 10 1 Themre-Tru Flber-CI-1 antl Smodh-Sleet Nominal B&#n,O&Wd:aspecl&qud; Gaze 12/312026 No Yes Y. NIA Composite Edge Fiberglass Single Door (rouha/Wra irtr: X c.tgurah.) 11 k.Therma-Tru Rbw-Class;d and Smooth- Star Nominal 8&#390&Wa:imperel Glazed 121312026 No Yes Yes WA Composite Edge Fiberglass Single Doci SIdeINe(s7 tlns'dingrbulsmng', XO. DX or OXO c.leutellmet 12 1 Themle-Tru FIo-Oasw and Smodh-Star Na ins 88#39.08Wgt,moaa6quot Glue! 12n12026 Ne, Yes Yes WA Cannanore Edge Fiberglass Double D-ilth a without &dark. (InannglOuts4ing: XX. OXXO configurations) 13 m Themme-hu Fiber-Cluiwcand Smooth -Star H-misl 6&#398 &W d:Nrpea6W ot. Glee. i21112026 No Yes Yes N/A Molded Open Composes Edge Fibergbss Single, Door i1nr41ng/Out4'Mng. X confny ration) 14 n. Thamre-Tru Finer-Clasalc and Smaam-Star Nerrina 66#39 8 &qud:mp9a&Wai Glazed i2r312026 No Yes Yss N/A Molded Open Compose. Edge Fiberglass shgm Doe, with Gazed Wiled Open Sidellh isi 15 o. Themre-Tru Fiber-Clasalc add SmoaN-Slav (hsvingloutswing, XO, OX a OXO cm#guntims) Nominal 68,439A &qua:impa it quat Glazed 12/31)2026 No Yes Yes WA Molded Open Composts Edge Fiberglass Double Ibo wmh or sontiout Gazed Molded Open Sidelines (knwinglOuss'Ing: M or OXXO configurations) 16 p- Therma-Tru F1tmr-C1assic and S-thStar Nominal 6&#39;8 bgad:taMd6gU0t opaque 12/312026 No Yes Yes WA Comp"ve Edge Fiberglass Single Oaorweh Molded Open sdaeeis) (InauingO0usming: XO. OX a OX0 rwnrgu much.) 17 a T1,emta-TN is Fiber-Cla and Smoo6i-Scar NaNnal 6&#39:a &qud;lrswdLb,ca CM.. 12/512026 No Yes Yes WA C ..Paris Edge Fiberglass Double D.-Ath or od hout Glazed Mdtl ad Open Sldelites (hsainglpnrrilg: XX a OXXO s.hgureS.$) Florida Department of Business & Professional Regulation rage I a 1 Building Codes and Standards 1/N2021 Product Approval Application Detail .. code Elapr or _ 11110 20 Date Paldin i 2M jygg version M-urmturer Contact Erns-&Lloa,s• Vatdae sir, Yat(1�ag NuborWffi FSC Audi AID Ste ust Rewsron 2020 POT klduSries Jens Rot CYad lsaml-Dade 8CCO CER Mram-Dade BCCO -VAL 1111SM20 'W62020 1124/2020 Anoraed Cauvery: Enedar Ooas 1941) 4WO100 (786, 315-2500 Subcategory: St" Exterlca Ooa Assembles )rosayskl@pptlndusmes c Gmpllanoa Method: Codification Mark a Listing an FLQ514W Pro(fucls Ouaity Assurance Aoor-idfor Use Aa.oved for Use Impoor pnim Sea Product lltoM- Numb.- Name P,oauoi Dasaldlon Contract EenNalon Data an HVHZ Outalde HVHZ Neslxat re -on r. 9 SOC, 70ILa r9e, Pi knpadl Vinyl string Glass DOe, ON142021 Yes Yes Yes WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm 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 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34r4/-38.3 psf 12/3112023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60,0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353,2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc, Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSiiCK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918,1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202,1 +97.5/-97,5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999,1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25I2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 OR 3 10 022 piUlfBtfl70-R9 9292 Entnv or IJ�g jig Oat# Pendlna jam$ Lyn Version Manufacturer car Engineer&Well Validated By Validated Submitted FBCAltbrottal Aped Sratus Revision 2020 Therma-TW Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan S King. P E. 0723/2020 07n 212020 C712912020 1011312020 Approved Category: Exterior Doors (800) 843.7628 PE-43409 (813) 767-6555 Subcategonj. Stinging Exterior Door Assemblies c)espersanathermatru.cc Compliance Method: Evaluation Report from a m Florida Registered Architect or Licensed Florkda Phosesiot Engineer FLi2047PR3 Product# 8eq 7t Product Madel. Number or Name Product Dissertation Quality Assurance Approved for Use Approved Contract Exoiranon Dade in HVHZ for Use outside HVHZ Impact Resistant Design, Pressure 1 a.Therma-Tru Fiber -Classic and Smooth -Star Nommald&#39:88quotlmpact&quot'. Opaque 12f31P2022 Yes Yes Yes NIA Composite Edge Fiberglass single Door (I nswrglOutswng; X configuroban) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#398 &quot:impad&,quot. Opaque 12J3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with S ci lite(s) (InswriglOutswng, XO, OX or OXO configurations) 3 c.Therma-Tru Fdrer-Classlo and Smooth -Star Nominal 69#39;8&quart lmpad&quot Opaque 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door oath or without Sideles (Inawrrg)Outssing; XX pit OXXO configurations) 4 d. Therma-Thu Rber-Classic and Smooth -Star Nominal 8&939;0 &guot;lmpad&quo. Opaque IMIr2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (I newrg/Outswirg: X configuration) 5 e. Thermm-Tru Fiber -Class. and 6moothStar Nominal603Q0 &quvtlmpad&quat Opaque 1DIM =2 Yes Yea Yes WA Compgsite Edge Fiberglass Single Door oath Sidelte(s) (InswinglOutswing: XO, OX or OXO configurations) 6 f Therma-Tru Fiber -Classic and Smooth -Star No11na18&039, 08duet; Impact&quot, Opaque 12/312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door wth or without Sol (IravvingiCutson, XX or 0)G(0 configurational 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&939;8 Squotlmpad&quof Glazed I7J3112M Yes Yes Yes NfA Composite Edge Fiberglass Single Door 0 nsningfOutswirg; X configuration) 8 h.Therma-Tru Fiber -Classic and Smooth -Star Nominal W39:88quot1mpact&quor Glazed IM12022 Yes Yes Yes NfA Composite Edge Fiberglass Single Door wth Sidelte(s) (In-ingtOutswng; XO, OX or OXO configurations) 9 i Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:8 &quot:lmpact&quot: Glazed 12f312(22 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelines (Irlswing/Oupemng; XX or OXXO configurations) 10 (Themisi Fiber-Clasec and Smooth -Star Nominal 8&#30,0&quotlmpad&quot: Glazed 12/31r2022 Yes Yes Yes NIA Composts Edge Fiberglass Single Door (I nsWhgJD rt_N; X configuration) 11 k. Therma-Tru FWer-Classic and Smooth -Star Nominal 8943Q0 &.quct;lmpad&quot Glazed 17J312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with sukrite(s) (1-rWOuci XO, OX., OXO configurations) 12 I, Therma-Tru Fiber -Classic and Snwoth-Star Nominal 8&#39:0 &quotlmpad&quoi', Glazed 1MI12022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Skleites (Inwmg/Outminlg; XX or OXXO configurations) 13 m Therma-Tru Fiber -Classic and Snrooth-Sar Nominal 6&439;8&quotlmpad&ci Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door vAth &quct;Ntamlmpad&quot Sidelite(s) (Inswrig/Outswng; XO, OX or OXO configurations) 14 n. Therma-Tru Febeir.Clasale and Smooth -Star Nominal 69039,,8 &quat Impact&quot Opaque 12131r2022 Yes Yes Yee NfA Composite Edge Fiberglass Double Door wth &quotNon-Impact&quota Sidelites(InswsnglOutsw irg; OXXO cgnfgundil 15 0. Therma-Tru Fiber -Classic and Srrlooth-Star Nominal 6&#3Q0 &QUM "'Pact&quot Opaque 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door wth &quot;Norr-Imp t taquot Sdelee(s) (I nswnglouh;vvmQ; XO.. OX or OXO comp urations) 16 p. Therme-Tru Fiber -Classic and Smooth -Star Nominal 8&939,08quot;lmpscl&quo1, Opaque 12J312022 Yes Yes Yes Nl Composite Edge Fiberglass Double, Dou wth &quotNg lmp ct&quot SklelitB (Insw(ngrOutswtng; OXXO configuration) 17 q. Therma-Tru Rber-Classc and Smooth -Star Nominal 8&439,8&quar Non-Impact&quck Opaque 121312022 Yes Yes No NIA Composite Edge Fiberglass Single Door pnswriglOutswing; X config.mmon) 18 r Them-do-T. Fiber -Classic and Snit th-Star Nominal 6&9398 &gUou Non-Impad8qud; Opaque 1 Wlt2022 Yes Yes No NIA Composite Edge Fiberglass Single Door wth SrffiIte(s) (inswng/OutsrWng, XO, OX u OXO configurations) 19 s.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39,e&quot Non-Impact&quot Opaque 12131=2 Yes Yea No WA Composite Edge Fiberglass Oou lob Door With or vAthout Soul(Ihnsvvmg/Outswng, XX or OXXO configurations) 20 t Therma-Tru fiber -Classic and Smooth -Star Nominal Mili i1quot.Non-Impact8quot Opaque 12)3lfM22 Yes Yes No NIA Composite Edge Fiberglass single Door (Inswing/Oulswrg; X configuration) 21 u. Ttlernsi Fiber -Classic and Smooth -Star Nominal 8&#39:0&quot.Non-Impact&qu:( Opaque IM12022 Yes Yes No WA Composite Edge Fiberglass Single Door wth Sideite(s) (InswingA)utswng: XO, OX or OXO connauranchor 22 v. Th.-T. Fiber -Classic and Smooth -fir Nominal: 3&#3go&quot;Non-Impad&quot; Opaque IID3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door wth or without Sidelrtes (Inswing/Out thing: )CXor DO= configurations) 23 w. Theamn Tru Fiber -Classic and Smooth -Star Nominal W#3Q81hquotllon-Irnpad&quok Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Single Doan (In-ofi0utswng' X configuration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8039:8 kuot;Non-Irrpact8quot Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sldelbe(s) (Inswng/Outswng: XO, OX or OXO configurations) 25 y. Therme-Tru Fiber -Class c, and Smooth -Star Nominal 6&439,8&quM,Non- Inpa l&quot Glazed 12131 2022 Yes Yes No NIA Composite Edge Fiberglass Double Door wth at without Sloelites (Irr5lydng/Outs Yang; XX or OXXO configurations) 26 z Therma-Tru Fiber -Grist. and Smooth -Sur Nominal 6&1039;09quot,Non-Impact&quot; Glazed 12f312022 Yes Yea No N/A Composee Edge Flbergich s Single Door (Insv4nglOutswing, Xconfiguration) 27 za. Therma-Tru Fih.-Claw. and Smooth -Star Nominal 8&#39:0 &quotNon-Impad&quot Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Srgle Door with Sidelts(s) (InswnglOutswng, XO: OX or OXO configurations) 28 A Therma-Tru Fiber -Classic and Smooth Star Nominal 8&#39;0&quot:Non-Irrpact&quat; Glazed 12131=2 Yes Yes Na, NIA Composite Etlge Fiberglass Double Door win or without Sidelites (Inewing/Outrming', XX.' OXXO configurations) Rn Code mial Virden Manufacturer Revision 2020 MI Windows and Doors Category: Extenu Door's "Category: Sliding Exterior Door Assemblies Compliance Method Evaluation Repair from a Florida Registered Nendect me Licensed monde FLdN53d2-Rfi Prdesslona Engineer Produda sec f PrtduU MOM. Number or it" 1 SERIES 420 ALUMINU M SGD 2 SERIES420 AL UMINUMSGO 3 SERIES 420A1_UMJNUM SGO REINFORCED 4 SERIES 420ALUMINUM $OD REINFORCED 5 SERIES 420ALUMINUM SGO REINFORCED 7Y88 yqrsion Manufacturer ReNsi. 2020 Wayne-Dak.,a division or Overhead Door Corporation C~lv-. Exterior Doors SubCA.9cry: Sects -I Exterior Doan Assertlblles Compli aesMahOtl: Evauaim Report from a Fdrlda Regtslered Arghnect or a Licensed Flodde FL#6248-Ilt Pfofessknal Engineer Prtldrids se # Product MOM. Number or Name 3 so N18100/8200#1105 10 fig N/6100/8200#1123 11 8ODM1 DOA520081124 Florida Department of Business & Professional Regulation Building Codes orb Standards Product Approval Application Detail Page l of 2 1 R/2D21 :IlUIL' 9L Data 291 Date Pend lm p;tg Contact Enahur & LIcenso Validated Ba V.N".d Submitted FSC Approval A,-,d Sta, Brent Sninger Luis Roberto Lomas Steven M Union. PE 100a/2020 10/082o20 lon9202a 121152020 Apprond (717)365-3300 PE-52514 ,717)317-8454 bsibhger@mhvd.com Quality Aawramto Aporowdfor Use Apuroveforth; throw Dexan Product Description Lanese 191drMlan gate fit HVhZ Qursule HVHZ Meshtsa PressureSERIES 420 ALUMINUM SGD OXO 12r312024 No Yes No NJA 145,3/4&qud;x80&quot NON -REINFORCED SERIES 420 ALUMINUM SGD OX. XO. XX /2n12a24 NO Yes No N/A asaqud:x808Wd HON-REINFORCE. SERIES 420 AL UMINUM SGD REINOX FORCED O 12f312024 No Yes No NIA 1413J4&qudx96&qud. SERIES 420 ALUMINUM SGD REINFORCED OX 12/31/2024 No Yes No NIA XO. XX96&quotx96&quo!: SERIES 420 ALUMINUM SOD REINFORCEDXXX 12J312024 No Yes No WA 143&qud:x96&lad, Florida Department of Business & Professional Regulation BuiidirlgCodes and Standards Product Approval Application Detail Page n of 2 1/32021 shut, err 211111 2" Data pendren 20 Contact Enall&License validated By ValtlMed &�nme FBCAwmval ,�ggyed Status Dwayne Kanlsh John E Seat- Jeffrey P Arneson, P E 10/12IM20 09292020 10(232020 12/1512020 Approved (330)763-6121 PE-51737 (N4)8215200 dkomi sh@ ova yne-tlad..0 om Pr 9&#3a. Mex erkth. 14&#3S. M. heiighl. Glazing 121312023 No Yes Yes .31bot-35.00 available in to,a Intermediate section 16&#39. Max Werth. 14&#39: Max height, Glazing 1V31=23 No Yes Yes-30,00/-33.50 avai.. in top a infesatlo lmW at. n. 1661 S Max Mah. 148409' Maxhelght. Glazing 1213120i3 No Yes Yes -34.401-1830 available In top a htemledMte "anion. Florida Department of Business & Professional Regulation Page I of Building Codes and Standards IPYM21 Product Approval Application Detail lt, 46d2-Re Sr29t Emily or 12911 20 Dale Paldna Pitt ?yJm Version Manufacturer CoYffi Endre.&Llcense Validated Or Y34daind Submitted fBC Approval APSPY44 Staus ROslsion 2020 Curdes DvW.of AADG Inc Tan Ridley UL LLC Troy Bishop. P.E. 12110=20 IM12020 12212o2o Approved Caegdno y: Ener Door9 (641) 494-2813 954) 947-0880 Subcategory: Enenu Door Components torn rsbayQasseebloy.co compliance Method Ceirfkabon Mark a Living in F L#11537-Rfi Products Wallty Assurance An rood for Use Approved fa Usa trneacl Design Sim# Preuc1 MOM. Numbs -Nano Product D•sollabon Cortra#Expiration Bata In HVXZ OutsMO HVHZ Rashtad Ply,ssum 1 e r. 707. 727. 747, 757. 777, and 847 Snge end Peis of Flush. Gbeed, and Louver# single end pens of 121312025 Yes Yes Yes n1A Dons Was, metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1 62021 PLuae6te6 coda _ LhtlHV . - ii Dar. Out. Data sandy dla Tvoe Version Manufacturer Contact Enaaea&Li-validated Br Ivaaxed Submitted FBC Approver Approved Status R-slch, 2020 Ml Wndoare and Doors grant Sltliiger American Ar.itectural Steven With PE I1P72020 11n712ON 11127r2020 Approved Category: Windows ('l17)355-3300 Menufaotur.s P.sscoutim r 711) 311-8454 subcategory: Single Hung bskingesCml':d.con, Complla)ce Method: Cemtcstlon Mark or Listing Quairy Assurance Approved for Use Approved fa Use Iimgggt §_sip Predua Mode. Munba or Name Product Despirpdoll Conrad ExplrMlon I1Me In HNR "side HVFIZ Restated J�glum 2 11, SH 52X72 FlnlFange Frame IGISG Sri Hung I WOM023 No Yes No .60/-60 Lenineted Glens C_ _CV a) U N N Q Q/ O O i CV - cn W V = O Co U- .Cn ^` W E O ^0 O ^0- t!E� fit /W� - �`j/^o VJ L.i Q a Z Z W ,J J t > W ii.�• O � J Q C cc 7C C N r0 O y N G s..e81 oral/ y O , -Q Cti �= O) y O zY LZ V 3 ro ro 53 i> C. r1 co r0 3 � � N O' � E c: N \V O O � U O U CO m F- O L= L w �C= Q W z J Z Q J 11 SHEET NO. PA 1.0. _ t_ _ fA1l _M III Q� Florida Department of Business &Professional Regulation PapaG d9 Florida Department of Buser ass &Professional Regulation Page, of Florida Department of Business & Professional Regulation page 1 of Florida Department of Business & Professional Regulation reseal a2 Co Q^� V Building Codes and Standards 1252022 Building Codes and Standards Hs+2021 Building Codes and Standards tl5rD21 Building Codes and Standards Y 02, ,� i O Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L CL----_ ---- ----- -- ---------. _--- ._ - ----._ _- --- - -- - Q% 0 - FtiNii6idl7 -DAINVAS /1 Q O cotle Entity or Daft 211 Date Ranging ) _ - SOMA �_ - MW Version Manufacturer Correct Enalneer& License Validated By Validated Submdted FBC Approval Approved Status 291k Eirefty or tW 29A 29, Dall Pordirso lids Validated 4ffir W one Delft PN1dna 121111! Q905 mfmVersionJ 17&II�YlY. :ntftg Enoirwara Liemrsa vaxdatad er 29t 2a Date PeryBna �jq y s+�a ere FaICAmroval A status • �.•a (3)1 Revision 2020 Thernm-Tru Corporation Steve Jasperson Lyndon F. Schmidt RE Ryan J. King P.E 10/07r2021 09/182021 10113r2ml 12YI512021 Approved � Version Manufuwrer Nrdn (,L eeB tuberoseYaIMYstl auNnm a FINCAoorovaar l ppove0 status zvm Vim p(My((gyurer dreet Enei-ei License Validated Be submitted FRICA—di � , BAUM Re.— 2020 MI Whol Doors Sent sitirger RE .owe � U — �// }s Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-6555 Aff rmatio 2020 PGTlndustries Jens Rpso Ai Wteml-Oede 13CC0- CER M6—D�de BCCO- VAL II 2020 11A52020 117112020 Approved ReMskn 2020 MI Wind— and Doors Bunt 511Wrger American Aron WiLmul Steven M Lino). PE 1WHY2020 IWC2070 10AW21120 /+pHved s and Category: Widows Amedcan Architectural Steven M Loch. (T17)365-330C Monuturun—Assn boa ,717)317-8454 11122J2020 1122/2020 11n8l m it—o/ed CZ _U SubCall"Ory: Swrging Exterior Door Assemblies sjasperson@thermapu.co Category: Wndaes (941)48&0100 (766)31525% CMel;M: Wnddws 1?171365-3300 Mim linturers Association 1717)31 r-8454 SubCnegory: Fix eo lbsmngere—d.can =3 fit' �y V Compliance Method: Evaluation Reportfroma rn SubCdegary: single Hung jrosasskiMpgunduanes.c ode SubCaldon, Horizontal Soda bsiL'ngaromr cl.com Compi(ann Method: Ca rinvion Mad, m Listing V! 7••t Florida Registered Archtect we Licensed Florida Complrarlu Method: Carracry a etion Mauslthg Compliance Method: Clublica,ion Mark orLlsdng O •t`a professional Erighmasr PLAM4128Pred+ot3 533 FL#11-RIIPd;cl -Rid F1415348products O FL#2045i-R7 Products I� Approved for Uae Approved for use kingled OWalty Assurance Aoorowdfor Uae Approved for Use impact Deatat, Quality Assurance Au>proswtl fp Use Aaprovsd for U, kno-i meson O Q O QuuaHN Aaeuran ce Arnroverf roe Use Aooraved for Uae t�Hll Sea # Product MOMl. Nu4rtber or Nance pfo0ud Desenidgl Corerapt Eildratlon Doe Damon h Ili Outdate XVNZ Reclean% Pressure Sao # Product ModM. grantee a ramp product Oasvlotlan Clxeracl E.ohalim Oata ,n HVHZ Outside XYXZ $yg({t;� Prawns 3� Product Model. FAmbar Ix Nartro ProrWct DesaMlan CaMrazi lxoketlan Date lll�V Z Outside HVXZ Resistant � O LL sag a Product Model, Number or Nam ¢ 1 a. Therms-Tru Fib —Classic and Smooth -Star Product Description Contract Expiration Date Nominal 8&#39:88quot Non-ImpagBquot Opaque 12/31f2022 in HVHZ No outside HVHZ Yes Restated! his Pressure N/A 2 9N51,on iLarge N are knpad) Vinyl single lag 1/30/2025 mWindow 0 as vYen Yes NA 1 He 168 Fin and rising. From, 73.621 nsuleGres s ss 02/162024 No Yes No •55/-55 1 165 PW 73, 721nsulMd Gl ea4N ss 032023 No Yes No s60/30 /}� ♦ V 0 � %+— ICU Composite Edge Fiberglass Single Door \ V O > (InswirgfOutiening: X configuration) No NIA '^ V 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68#39;8 Squallon-ImpagBquot; Opaque 12/3l/2022 Composite Edge Fiberglass Single Door No Yes /t W with Sidelite(s) (I—AnglOutswing; XO, OX or OXO U) conf.9—tiona) /a'^) v, O /e•� 3 c. Therma-Tru Foer-Claselc and Smooth -Star Nommlal 6&#39;8 &q+xf,Non-ImpadBquet Opaque 12/31/2022 No Yea No WA � s•F� E. Fiberglass Composite Edge Double Deli or without Scelites(InsaingrOutswing. XX or OXXO •� v+ configurations) 4 d. Therma-Tru Fiber-Clsses, and Smooth -Star Nominal 7&#3808quot'.Non-Impaq&quot Opaque 12131121322 No Yes Nlo NIA Composite Edge Fiberglass Single Door (Inswing/Outsv4ng, X configuration) 5 e. a T,u TharmFiber-Classic and Srmotn-Star Nominal 7&7li1quct;Non-Impectilquot; Opaque 12/31/(2022 No Yes No NIA Composite Edge Fiberglass Single Door with SdeliWs) (Inswang/Oulswng, XO. OX a OXO configuration.) 6 1 Therms-Tru Fiber -Classic and smooth -Star Nominal 6&#39;0 &quothoh-Impacl&q-t Opaque 12131r2022 No Yes No NIA Florida Department of Business & Professional Regulation Page, di Florida Department of Business & Professional Regulation Page, WI Florida Department of Business & Professional Regulation Page, a, Composite Edge Fberglase Single Door Building Codes and Standards IINW21 Building Codes and Sta rtdards 1 h2021 Bui Id rig Codes and Stands rds IrH2O21 (Ins,sing/Outsweg, X configuration) 7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;0 &q..1,11 -I mpavMquot, Opaque 12/31/2022 Pic Yes No N/A Composite Edge Fiborgias.Smgt¢ Door with Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidellte(s) (InswinglOueviing, XO, OX or OXO - -FIAM4111- configurations) 8 h. Therms-Tru Fiber-Ciaesic and Smoeth-Saar Nominal B8#39;0 &quetNw-Impac quct'. Opaque 12/312022 No Yes No N/A _ pJat_aaioX Composite Edge Flbergleas Double Door with or coos F diCLQ �6n 2x Data pander 20 a pyu �g Data Rodin pgg S.smr �pgtx.� 291 20 Data P-91- �4 wiMout Sdelses (InswingfOutsyang; X%dr OXXO configurations) V �+$ � Manufacturer Cmhtatl Endnee8 Licenx Validated By FBC Approval Validated $ubmaad Ao�wd Status JY.es �. Mermaidunr corea<Y Endne.a Llearuse Validated By VaNdeted Subs Iuedi' FBC Approval Mwvred �tgyg legs Version Manufacturer s40tagt EnaMeea Uoensa YMlderld [err VdltlMed Ii y4 FBC AppmvM BEBC4yE9 Status 9 I. Thermo-Tru Fiber -Classic and 8moothStar Nominal 8&#39;88quotNon-I mpadRquot. Glazed 12/31(2022 NO Yes No NIA Allematal 2D20 PST Industries J.a, Ra..—in Wadi -Dade BCCO- CER Mamb Oade OCCD- VAL 11101 111052020 11/112020 Appl—d Reviagn 20M MI Winders and Doors &ant Slinger Luis R Lmnas, PE Steven M. Lklch. PE IOIOB 2020 101062020 40/102020 12/152020 Approved ARarnutbn 2020 PGT Industries Jens Rosa Al Marrii BCCO-CER Miami-Oade eCCD- VAL 111Q52D20 11105n02O 11/11/2020 App ol," Composite Edge Fiberglass Single Door Colgw. Windows (941)486.0100 (786) 315-2590 Category: Wind— (717) 365-3300 PE-62514 (717) 317-8454 Catagwy- Window (941)486-(1100 (786) 315-2590 answinglOutswi g; X configuration) subcategory: Fixed IrwoxskigipPinduslries c SubealiMfory! Mullions bsitlingerifit arrad tom Subcategory: will., Jrcaansklitpgrindusinea c 10 J. Therma-Tru Fiber-Ceissnc and SmiwthStar Nominal 6&039;8 &quotNon-I mpact&qucA Glazed 1213112022 No Yes No NIA Comptlan<a Method: Ced+fdaton Mark te Listing am Compl ... Method: EvaNagm Report tan a Conrail —Method: Carill.b n Mark or Listing ode Composite Edge Fiberglass Single Door with FlorNa Registered Architect ore Licensed Florida Sidelde(s) (Inswmg/Outswing, XO OX or OXO PL#z434124 PrOdUMa Prdeeeiond Engineer PUR9i4L13Pr 411(t4 COnfigUlI Cl iN Assurance Adnrpvad for Use AmrevW for Use 11 k Thermo-Tru Fiber-Ctasstc and Srtooth-Stet 6&#5) 8&quo Glazed 12l312022 NO Yes No NIA m¢XL 122rie1 PtAlaet t Qual A,—, AmrpYM far use Approved for the � � Composts Edge Dow Composite Edpe Fberglats Double Door svnfi or lasses Double Sea A product Model Nudua or Name predict Description Contract Eadration Doe Outside HVHZ err { I $4liil9t� t caste# Pfod+icl Model Number or NafrM RodiMA MSMlotlat contract Expiration Dale B, HVHZ GRslde MVMZ Renewal pressure Wthout Sidelfts(Inswng/Olt—mg, XX or OXXO 5 PW15520,Large Mbsik lm,x Unyl Fined Wnd.. 04r30f2025 Yes Yes Yes NIA Qu:ety Assurance Aopawdior Lisa Approval fpr Liu taneseell fah 7 Ahuaons for All owe and Windicas Aluminum Nluaorls 05262026 Yes Yes Yes N/A configurations) 429E Redid Model. Number a flame Product DeacriWldn Contradl ExpkeUen Date eH H Resistant )�g�y , 12 aTru I. ThermFiber-Classic and Smooth -Star Nomna&# l 73g0 ,&quotNon-I mpa&quot Glazed 12/31/'2022 No Yes No NIA 2 5764 Vertical Ajuminum M.N. 12SI12024 No Yes Yes N/A Composite Edge Fiberglass Single Door QnsrnglOutswngi X coniguraton) ,3 m.Thermo-Tru Fiher.Classicand Smooth -Star Nominal 7&#39;0&quotNon-Impad&quot: Glazed 12131 /2022 N. Yes No NIA Composte Edge Fiberglass Sing le Door with Sdelite(s) Qnswlrg/Outawing, XO. OX a OXO configurations) 14 n. Them es-Tru Fiber -Classic and Smooth -Star Nominal 88#39;0&quotNon-Impar34uot Glazed 1213112022 Nis Yes No NfA Composite Edge RW91asc Single Coon (In ivAnglOutsv/Ing, X coelfnguration) 15 0. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88#39:0&quokNonr Impact&quot, Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door Win 9nswinglCutswling: XO, OX or OXO Florida Department of Business & Professional Regulatlon Page 1 oft Florida Department of Business & Professional Regulation Faye W 2 2 Florida Department of Business & Professional Regulation Page3a4 16 F. Therma-TN Fiber -Class.; and Smooth -Star Configurations) ntigLiruratlons) conk Nomnal 8&#39;D&quotNoNImpaq&quot Glazed 1213112022 No Ves No WA Building Cods and Standards 11ef2021 Building Codes and Standards 101912021 Building Codes and Standards 302022 Composite Edge Fiberglass Double Dow Wth or without tiQnwi swirglOutsng, XX CxxC configurations)guratonsons) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nannal 8&#39;8 &quotNorh-ImpadBqud, Opaque 12131 M22 No Yes No MIA - - Composite Edge Fiberglass Sing Is Door WBh Transom(Inswing/Ouaswrrl DIX configuration) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68#39.8 &quot,Nwn Impact&quot. Opaque 12131=22 No Yes No N/A C39t Entey a pig �1s DMe Psruano S99t Entity or jffiq ,fig pas pancrlm $rpm E^IIh w �(p j�gg pose pmdrm Opnrle(s) Edge Fiberglass Sngle Doorwiih Type Verson Manufacturer Endraa&Lirarse Validated av yt�dW r FBC A®mval 4gprorad $/thus r,'$! YVa[glgD Manufacture Ee�lwa Li—, YalMahtl By lygtW" FEC AmrovN pyggyffi Rau& J= yY➢{MC ■rprQrgt— a�iffit Enal Bear&Li— V#itlated By VatldeteQ r5ub tltedi' FOC Amrwat �gg+g OiOXors) add Transom (boon ngK iisv rig. oyxo OJO% or O/OXO configurations) Revision 2020 James Hardie Building producla. Inc. Chad Dterdti V. Andre"' Tao John Southard, P, E. 01052021 12/142020 D7/(182027 ding FBC Appri Rausgn 2020 Alsitla Nick Thmnpsen Lyntlon F. Schmidt: P.E. Ryan J Khp, P.E. 02/132021 02l15r1021 02F212021 Odit 3/2021 Approved Rel4sipn 2020 (pAF Mongol Stleh RODat Naeminen John W. KneaeYlch, PE , 2/19J2022 / 2117120Z2 12202022 02107n023 APpaved 19 s. Therma-Tor Fiber -Classic and Smooth -Star Nominal 68#39;88quotsion-Inpag9quot Opaque I Wi/2022 No Yes No N/A Cal+egay: Panty Walls (909) 545-8359 PE-81662 (352)367-2526 Category: Pend Wallis (330) 922-2389 PE-43409 (813) 76 -6555 Category: Roofing (WD)766-3411 PE-59186 (ScO rr2-SZ24 Composite Edge Fiberglass Single Door with BWCatepory: Siting chad dw k.0jamnhad 1116Category. Sen. nthanpso(ifelsde.cdm subcategory: AW1at Sargues maian@ga cod sdal+te(s) (Ir—ingJOubswirg- XO, OX or OXO Carpliance Metno(t Evaluation Report tom a e cam Compliance Mordd: Evaluation Report from a CWVII ee Method: Evelustiaf Report from a �►� Continuous Head and Shl configunaeoral Florida Registered Achitact ore Licensed Florida Florida Registered Architect ore Licensed Flodde Ford. Reglsteetl Ah,hted te a Ucenaed Flamm 0 20 t Therma-Tru Fiber -Classic and Smooth -Star Nominal 88111 &quotNon-Irnpzet8quot Opaque 12131/2022 No Yes Ne NIA prolessknel Engine. professional Engineer Pmleaaronel Engineer CR O Composite Edge Fiberglass Single Door wdh 03 9delile(s) Qnsaing+Oultsvkng; XO. OX a OXO FL413192-RO products FLM5272-RS products "9124433 Products03 b Continuous Head and Sill configurations) Q allty Assurance Apura led lor Use Aporoyee for Use IImpagl � !� 0 21 u.Therma-Tru Fiber -Classic and Smooth -Star Nominal 541191&quothlon-Irtpzet8,quot; Glazed 12131f2022 No Yes No NJA 9eo Y Product Modal. Number or NanN Product Descrlpton Contract Expiration care If HV out" XVXZ Resistant Pressure pudgy Aa--- Aponeved for Use Aporgen d for Uea tOC.iri p49)SI OcalRv Aesuawe ADWoved for Use Approves for Use Emi Deslm Composite Edge Fiberglass single Door with 3 a °�- sidecar Model Numhe or Me— Rodin Da ac,Ipnan Contract Expiration Date In HVHZ OWdtls HVHZ Resistant Prasaure # �- Product Mp081 Number or Name Product Drurlpt10+1 Contract EadrMlpn � Dais 1 h XVXZ O+ffidrk XV+Z Itinslatant Pressure C- BdelSe(e) (InswAng/Outswang; XO, OX a OXO 1 CemplanF Lap Sting fiber -cement lap s'Idr1g 12512023 Yes yes NIA WA 1 a. equa:278QJot: Soffit Vent err Sold Vinyl Will 121312023 N.. YCs No NIA 7 GAF Asphalt Roof Sh moles for use in FBC nw4-fVF12 Fbergass reinforced 3-uC, laminated, 5-tab and 12/i62025 No Yes NIA N/A ' a icm 7 Continuous Head and Sill configurations) 2 HadePlank Lap Siding 9ber-cement lip skiing 12/312023 Yes Yea N/A N/A 2 b. &W opulence T4&pad. Soffit Vant or Solid Vinyl seat 12r312023 No Yes No NJA iurlsdktlons hiphldge asphalt sniogles V COa M 22 v Thermo-Tru Fiber -Classic and Smooth -Star Nominal 88#39.08quot NorrlmpactfI Glazed 12I31J2022 No Yes No N/A 3 c aquotGreenbriar Vintage Sesded039 Soffit Vent or Sold Vinyl Sofla 12)312023 No Yes No N/A I YC Composite Edge Fiberglass Single Door with 4 d. &qudAS&qud; Sdal Vent or Sold vinyl Soil 12al2023 No Yes No NJA Sidi (I nswAnglOutsWrig; XO, OX or OXO 5 a. &qud;Charter Dakaqud; Sofit Vent or Sold Veyl Sofa 12/312023 No Yea No Ni +!1 F Continuous Head and BII configurations) 6 1 Bqud:Super SpenBquot Sell Vint dr Sdid Verret Sdfil 12Y312025 No Yes N NJA rn -a L 23 w Therma-Tru Fiber-Clessk and Smooth -Star Nominal 6&#3$8 &q+Jot Non.Impact&quot Opaque 12/31/2022 No Yes No NIA y ct3 Composite Edge Fiberglass Door Panels with Vented Q r Sdelita(.) (InswnnglOutswig, XX )= or XXXX 6p a. configurations) 24 x Therrtla-Tru Fiber-Class-ic and Smooth -Star Nominal 6&0139;0 &quotNon-IrrpaoMquot Opaque 12J3lf2022 No Yes No NIA p Composite Edge Fiberglass Door Panels with Vented 4 SidelRe(s) (Ins-910ulswidg, XX XXXorXXXX c.7 conRgumhons) 25 y. Thermal-Tru Fber-Classicand Smooth -Star Nominal 68#39;8&grot,114 -Impact&quoit Glued 12J31/2022 No Yea No NJA tC d Composite Edge Fiberglass Door Panels with Vented Sidelit¢(s) (I nswdngJOuWwng; XX XXXor )OM Florida Department of Business & Professional Regulation Page, al Florida Department of Business & Professional Regulation page 1 a, Florida Department of Business & Professional Regulation page, of i > G G confguratOns} Buskin Codes and Standards 101y2021 Building Codes and $tardard3 g iBr202, BUlldlfy Codes did Standards ice+ro2, 26 zTherma-Tm Fber-Ciassicand Smooth -Star Nominal 8&#39:0&quotNon-Impact&quot: Glazed 12MI2022 No yes No WA 9 �, = Composite Eage Fiberglass Dow Panels with Vented In G SdeJ2e(s) pnswnngfout wkg; %X XXX a XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail = E ooMigurat-ne) f0 1 p 27 za. Therma-Tru Fiber -Classic and Smooth -Star Nominal r3&#39:8&quolrNon-Inpaq&quot Glazed 12f3112022 No Yes No NIA t..7 Composite Edge Fiberglass Single Dow with 38#39;0 Willum- - _ - - BAiil.4:9- Sdelite(s) QnsewngJOuts rigs XO. OX w OXO -5.444 - o conhiurahons) Q291 Entityerr pate 2114 Data Pend+na p&g Entity pi 291 Dag, forcing RM :ad* fifintity y pmdm 2= 2m 29t 28 zo.Therma-Tru Fiber -Classic and Smooth -Star Nominal 68#3B;88quot;Non-Impaq&quota Glazed 12l31l2022 No Yes No NIA T�pg Verstw M—facteror Emaire .A uemse rCoMKt yg�rjE9„@( f$ Submitted FBC Maroval g T_ypg Varsial Marwracturor �g{d EndrweBLicarna Validated By J�njtg(, FBC Approval aomoyaa �ty1 ty�i version Manuacture Contact LMakhae &ueonso ValWaratl ev F9C ValltlNad submitted RaC Approval Morovod status Composite Edge Fiberglass Double Door with Reaslan 2020 TAMKD BIJWding Produds LLC Kern Edo Robert Niod nen John W. KneraAch, PE ION4n020 09292020 10112n020 17HSr2020 Approved Revision 2020 L V. Thompson. Inc. older Thwpwn Achnedure Tony Christman Zachary R. Priest Steven M. Urich, PE ow 7J2o20 091162020 09222020 12flW2020 Approved Reusion 2020 Flodde Metal Products Inc. Clark Janes Jarise L. Bucker. P.EQ Steven M. Unch PE 06272020 02v 20 10M42020 1211612020 Apprwad 3&#39:06idelites(Inswiing/Outsring, OXXO Category; Rocing 1417,824-6644 PE-59161i i954)772-6224 Metals Company iTAMCCi (813)248-3456 FE74021 I;71T)317-8454 Category: Romig (91783.8400 C13UCK Englneenng (T17)317-8454 29 za Therma-Tru Fiber -Classic and Smooth -Star configuration) Nominal 8&#39;0&quot Non-impacAcwt Glazed 12131=22 No Ye. No NIA SubCaldpry: Underlayments kad_etlm�lAmko cod Category: Roofing Ienyogarmtatodr9.com BubCAegory: Roofing Acc exiesthat as an RarkQaamco.cpm PE-31242 Composite Edger single Door with 38#39;0 Compllar— Method: Evaluator Regan tom a Sub Category: Roofing Accessories NM are an Integral Ran pf the Roofing System WOutsesa s s) (Inavnng/Outswing', XO, OX a OXO Florida Registered AChnect pa LiWhsed Florida Integral d a e m rig stem Can Ilarrce Method: EvduffiIo Report from a P rifig configurations) Engs Prdesslonat Engineer Compidai tom P`or-lon10IlatEerod Architect a a Licensed Florida 30 zd. Therma-Tru Fiber -Classic and Smooth -star n-ImpagDow Glazed 1213112022 Nomposite No Yes No NIA Fl odda Registered Alen ltteectawoa LLieport icensed! 9^0ef Edg:0&gerglas Composite Edge Fiberglass Double Door With PLk12329-R9 Products Prdesslmal Engineer FLOW5811-R2 Products 387139,0 Sidelites pnsWig/Outawing: OXXO Quddy Assurance Advocated far Lea Ansroved for use I.—t cases, PL#I6s18 .Products confi uraton 9 ) Spa# Product Model. NlmbepNama Product Dee;oriotbn Centred Exukation Date i^ HVNZ outside HVH2 Rasls+W Preswrefor Qualav Assvarce Approved! Use Approved for Use ItOB�I � 31 za. ThermaTru Fiber -Classic and Smooth -Star Nominal 78+Y39;0 8 uotNon-Im Id. Sher kar 12/3112022 Q No Ves NO N/A Quality Assurance AwrinH for Use Anproyse Iplpazi Product Numb, or Name Prodinu Oe n COAra1 F31r202 on Gale In HVHZ (kggY. HVHZ Re�y(anj Prossunni HVHZ Fiberglass sales Composite Edge Glazed FlberglaS9 angle 1 TAMKO Roof Underlayrlan[s (HVHZ) ROW untledaymanla far use ate FBC HVHZ 0&292023 Yes No MIA N/A Swk ProtluW MouY. Nunhr orName Rotlrrct description CI:nlraclEmhrilon aria H in vHz Outalde MYHZ gyHz p�y(etaE Pnswn E3MW 3 3 CO$q 3-FLAMCO &quo1:RV 10 Ridge Verv&qud: Ridge Aluminum Rkpe Vents for pNC+letl roots fBMlcnted 12J31/z021 Nis Ves Fib N/A NIA Door with a without 18#30:2 Sdeike(s) lulsdcdons 1 TAMCO Flat Top 01FRid9e Vent hri(h Bafte for Tie 26 its. gatic roofventipta v.1N cattle 09I0g2028 Y. Yas NJA WA from 0.025' Numinum (Irhswing/Outsvveg, X. OX. XO or OXO configurations) 2 TAMKO Rwy Undehymenls(NOM-1-vi RaWu,Jadaymanls fa ice h FBC nm-HVH2 06292023 N. Yea NJA Ni/A 2 TAMCO Gooseneck Ved 26 ga, oa%2026 No Yes NJA a0/-52.5 luisdcttons. 3 TAMCO WF ORoge F? Vot i thBaflk 28 ge. stapc roofventlata vntn lnkgmteo Dottie 0snQ2026 Yes Yes NJA WA 4 TAMCO Round Top Oft--Ridoe Vent v1N BafOe for rib 26 ge. estic roofvendiator Wlh beta. OSM912026 Yes Yes N/A N/A Flo rids Department of Business & Professional Regulation Pager 1 a, Florida Deparament of Business & Professional Regulation Pagel pia Florida Department of Business & Professional Regulation Pager, d, Florida Department of Business and Professional Regulation Building Codes and Standards lf7r" Bull ldin Codes and Standards 9 1171=1 Building Codes and Standards vsrzOv Building Codes and Standards 3115l2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail COO- IY.M Yellen Manufacturer DYM contract rdgk,ea&upa,5e vrildeeatey Pats 990 Data Pehdrho pxa y;pg FBCAppmyal , Star- S4&r � Vsrslon Manifadir. StltOLar £9Ide5! Erhakh..aucenae vatwat.dey pas 2" v i EQ late %no n FBCAmrord 299 Mwnaed gpgE ell13E cow In'" wnldn Mawrraetura ddtr or �g� Erhdiwar&Liaeilyeyau,acwey pas pis Dot. Pa,drM 21U ValuedrBCA,>wovm Ase[sng statusFL#5259-R31 M pE Code }rnio PM 2ft PAT& 2M Status Re -an 2020 L.mannd Category: Roofing Katrina Jerky James L &i kna, P E R"" unch. (501)983-6163 PE-31242 (717)317-8454 1123/2020 11f232020 112Sn020 ding FBC Appr R-li 2020 Baal Roofing Category: Foothill Mtlasen R<bin APN) Uniform E-Upon Gary W Walser (801)3806091 Seven LLC (205)854-0160 11/03=20 ilg2020 11/D5/2020 ANX"d Remsion 2020 Gebel protection Products. LLC. Category: shutters Tit, Robinson WOW TBaJr PE John W Knezevkh, PE s541689-7545 PE-441137 (954)772-5224 09108mn I)91p8202D 10A12020 12J152D20 Appr+ed OD Type Version Manufacturer Contact FQ9tnt3er & Validated By Validated Submitted Wig. r9RRL2l'� Approved StbCa+apory:Roofing Acressaiesthoerean Imaged Pan Sys(— kialeyalomahcocom SIbCa+egdry: Roofing Tiles RcbinAndetaon�bafll. to subcategory! Storm Panels tim.rdynsm @groad.co 2020 Revision POLYGLASSUSA MauryAlpert, License JohnW. 1012612020 10122/2020 FBC 12115/2C20 ofthe Roofing camel+anceMdhpd:EWietionRepaltpma Corrpll , Mdhed: Evauaiah Report from a ProdudEvaliatbnEnMy m CWhpIlmeMdb Repate m Category: Roofing S9542331330Smalpert@polyglass.cod Robert Nieminen Knezevich, PE A_==Il Florhda Regisered AichiteaaaLnrn WCIFlair Fitt FlprlaaRaglaearaaArdhaa+waueena�Fwrkla Arcite t.. Prdessonel Engineer Subcategory: PE-59166 (954)772-6224 11/01/2020 Prdeselona Engineer Flz7s49-R12 Products Undedayments FL0172o24e Products Quality Assurance Approved for Use Approved for Use Imaain � FL#/5o76-RB Roduds Compliance Method: araxivAssurari A�inedforUse ADororsdforJeri Impact Design 4l8t 16 eip lftlik mberp lhma Sarany-Shako.Slao,Country slffie.Sot OdEng+ish Product galericl ComraWEvdrrilon Data Flatprofil- Denvar,CO 2131W20 N, XVHZ NO DWSIda HVHZ YES R�$(a][ NfA (,nga1(q NIA QuatltyAsauence ApprovedTprVsa APoovedfpUse knoact ) Evaluation Report from 41IL# Product Modal Number or Name Product Description coni Expiration Data in HVHZ ouhida HVHZ Rg(ildgat prxsurs Thatch Eamp Impel Argo Rodutt Model. Fa rile or Nara Predict Deecrl Wlon h, HVHZ Outside HVHZ Resistant Pllyson, a Florida Registered 1 Deck-Ai"DA-4orTRl-BuiB Deck-Al,DA-4 L— PrddePolypmpyNnePlisic,RodVent 1211OM25 No yes No-9751.97.5 1 TSaxony800- sure snake &urp:soft Shake FlatPrcale- Slakton.CA 12/31202D No Yes NIA N/A 1 20GegaGelvemshelf Steel Storm Pod5fHVHZ CarugwedG.WarmzedSteel Storm Panels rouned 12/312023 Yes Yes Yss Ni }t Architect or a Licensed MechenlcallyAttachedtoPyvaodDe& 16 19 Sasony60D-81ate,Sheke4.amp:Soit6heke Sesany 700 - Shake, Vale &amp: Suit Shake Flat Profile -Riaga,CA 12/312021) Fier Profile - Stockton. CA 121312020 No Me Yes Yes NIA N/A Ni NIA 2 24 Gage Gel —tin d Steal Stam Pands/NHVHZ or not by track% topmvldehmricerMprotection Corrugated Geli enlzed Seel swan Panels retained I WI2023 No Yes Yrs WA Florida Professional Engineer 20 21 Saxony700- Shake, &.10Ifrmp:Spin Shake T.J. Espana / 13—on. Met Prof. - Rlello.CA 121312020 Hgh Profile- Katy, TX 12/312020 No No Yaa Yes N!A N/A N/A WA orndicy/tracks roprwoehuRlcenepraeaion 28 Vila Lan Prods - Katy TX 12/31202D No Yea N/A N/A FL.#6259-R31 Products QuatM Assurance eRDrpvadfor Uae SDDrovedforuse IIDMg Destan 3 # Product Model Number or Nana Product Descri fo+1 Contract E+roirarion in HVHZ Date $side NVHZ Resistant Pressure 1 Polyglass Roof Underlayments Roatng underiayments 10121=2 No Ves NA 4WAI-6225 1 Polyglass Roof Underlayments (HVHZ) Polyll ass roof underlayments for use in FBO1212312023 Yes No WA N/A HVHZ ludsdictiwhs. ` Idol Polygtass Roof Underlayments Ido Polyglass roof undenayments, for use In12/2312023 No FBC non-HVHZ jurisdictions Yes WA eWA!-622.5 / O Florida Department of Business &Professional Regulation page 1 d 1 Florida Department of Business &Professional Regulation v,iP 1 a1 Florida Department of Business &Professional Regulation Page i a, 1 Polyglass Roof Underlayments (HVHZ) Poryglass roof undenaymentsfor use in FBC1212312023 Yes No WA NIA Building Codes and Standards 11252D22 Building Codes and Standards ,nr2021 Codes and Standards Im2o2+ L_ HVHZ wdadictioris. 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass roof undenayments, for use m 12/23l2023 No FBC non-HVHZj.rI dktiom Yes NIA -NiBuilding Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1 Polyglass Roof Undedayments (HVHZ) P*glass roof underlayments for use In FBC1212Y2023 Yes HVHZ Wriadktibrs. No WA N/A O FLa 7i�-R2 - �TJ 2 Polyglass Roof Undedayments(non-HVH2) Polygess roof underlayments, for use in 12123=23 No Yes NIA -Ni �4.94 Entity or pgts pgRg gam Pending p,�g, S.gIlt Entity or pSf4 Date Pentium Jlat FBC non+lVH2 jurisdictions. T e Version ,12 Manufacturer Contact Erklineer It Licenses Validated By Validated submitted F73CApprovel Approved Status v Manuactuer �Iaf Version Sit Engineer Validated Br -g3ts Yi9l9Ml9 4!■nagLffi FBC Aoarteal egMG4109 ffa■l9 T yayjga Manufacturer �ggt EnWnnr&ucermeyalMatad Be 1� � Data ssudna gig yaudriad g FeC Ammval ,yggygg y[gtg; � �P 1 Polyglass Roof Undertayments (HVHZ) Poyglass roof underlaym arts for use in FBC 1W23=3 Yes No WA Ni Revision 2020 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bhp. P.E. 10/28f2020 1011512020 11/05/2020 12/15/2020 Approved Revision 2020 Alpine Stu id Levels ICC Evaluation Service, LLC W lism M Ranrari. PE 10131/2(320 1On 212020 iV05202) 11ro52020 Apidn"d Rawson 2020 Commercial Concrete ProductiOnc. Robert 01he Sami A Greenberg John Hoy 1v16202D 12/16J2D20 12292020 ding FBC Apo U 2 Polyglass Roof Undetayments HVHZ jurisdictions. Polyglass for in 1212MC23 No Yos WA -Ni Catagory: Shutters subcategory: $form Panels (561) 712-9882 PE.0046549 (954) 947-0880 mikeb@ariamericanshute category: Structural Components SubCeegary: Truss Rates (3211 710-3377 (407) 681-1917 ale Q.1pinsibi, m CM dory: Structural,Produ Canponeres pri 659-3707 PE-3a245 f352j 588-E311 (nor-HVHZ ro& undedayments, use FBC non-HVHZ jurisdictions. CompllanCl Method: Evan Lotion Report from. Florida Registered Architect are Licensed Florida rs.com Carrpliance Mdhod: Evduaion Report+oma product Ewluatim Entity Sib Tischrry: Products Irbodsiced ass Result of Nax recnnolapy Cprrpllance Memod: Evaluation Report precastgatm@yehoo cod Professional EngineerFlorida ELA1989-RI PrtWuds from a Registered Afchitedma Licensed Flodde professorial professorial Engineer O FW178t3s-R3 Products Assraahae AW—d for Lisa AW.-d f. Lisa Impad DaYah Sal Prod uctModel, NumberwNam a Quality Assurance Aaaroyedfor Ilse Approvedfor Use Impact Delp ProductDeseriptlon Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure � I Rme roduct Model. Number or Na ITW BCG/AIO-Higher Strangth,H&imp.S) Pro"Destription commit Expiration On, metal ComadorPlan. 12/512024 In HMI2 Yes outside HVHZ Yes ge}gt� N/A Pressure N/A fLS'iT74-RB Aoducts Dua#yAssurance Appovedfix Use Ation—ifforthe Impact pasion 1 24ga Galvanized Steel Shim Panels 24ga GaNanged Steel Storm Panels 12J31/2022 Yes Yes Yes NIA 2 ITW BCG/Asn. Hinge Hate Metal Connects Plate 1213112024 Yes Yes N/A NIA Sea# Product Modal. Ills feror Will Product Deairdiiton C.pmd Expiration DMe In HVHZ Ouside HVKZ R#SWM Pressure 1 4 ITW BCG/AI. TNIat ITW 8CGL4pine Wave Metal Connector Plate 12/312024 Metal Cormecta PNts 12131202A Yes Yes Yes Ves NIA NJA NIA NIA 1 Cushy precast or Commercia+Concrete pr Products rec Past and Presti—ad Conchae Lintels 05r252024 Nis Yes NIA NUA /ram W m U = nQ Florida Departmerll of Business & Professional Regulation Pape 2a2 Florida Department of Business & Professional Regulation Page 1 .11 Florida Department of Business & Professional Regulation Page 1 of2 Ee.� Building Codes and Standards 342023 Building Cods and Standards sr1412021 Building Codes and Standards eJ2aJ2ozr Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall ICU Entity or Puts 2t, Date Pendn a 2di ffinfilty or ems. Date Il Pemdna codeMalay air- 2di - .111111 Date Pwdw 2 � LlJ 1fPa Vardent Manufacture coated Ehtinse A u_ VatestW By vaMalad submitted FIRCAooroyel Mppvast Menus Jypq yns.,pn Manufacturer Carl Erwinesr&License Validated av validated S1dm9tld FBC Aooei )e—,W at" Tvpy Verebn Mamdactuser contact ErKineer&License Validated Di Validated submitted FBC Apeavd eg—yard aiaf ui Rewsgn M20 MRdr Inc. Eno Walden ICC Eniti-ton Seniea. LLC ICC Evauffiton Service. DIIOM023 Qf2i)2022 01i0W7023 ARcroved Re—w 20213 Weyerhaeuser Rob Batlwm ICC EvaWanoa Service. LLC Ian Lehrer P.E. 02/02/2021 1032020 02103/2021 Approved A"mratbn 2020 Alpha Aluminum. Inc. Jose a" Luis R. Lomas Sloven M. Witch, RE 1In 612020 11/162020 11/20n020 Approrad Q Cesgory: Structural Canponeds (962)898-ams LLC Category: Strudurd Canponsnts (253) 024-6476 (6)8) 839-3288 Robert Category: Pend Wells 1407) 509-2008 PE-62514 i717) 317-8454 SubCategary: Truss Plates Conhpliaraa Method: Evaluation Repot from. evaldml$mii.eom (205) 599 98M SidiCategory: Engineered Lumber CanPamce Mdlrod: EseNabm Report Nana euse+can 9uDCatdpry: SWrits aiphaalMNnlmhc@vans Z ■ Prtldud Ewluetpn En,ay Product Evaluation Entity Oompllme Method: Evelumm Repot tana Flaltla istered Archdect or a Uoansed Florida Reg O dom J PL#218T•1110 Products FL#MT4211 Praduds Prpfessldnal En grey, z Qu%W Assurace Apuroyed for Usa Almroved to Uss FL#18544-113 products Q AMA Product Mudd. Number or Noma gystRyAssusar— product Deasdayon Cmdred Expiration Date Approved for use to HVHZ aggrwed for I.P. Outside HVHZ Jglppgt R.1s it D22me Ptassure $a-# Product Modal. Numberar Name Product itesmlation Contract Excitation Date Impact Dish+ Hen M Outside HVH2 Resistant Preawre Quaau Asspra,ce Approved Use Approved for Use Impact Design J 1 M18AHS 18 high atrogth (ra%conncdor late 12/31/2024 9a. 0 D Ves Yes N(A NIA 1 Mkrollam LVL .."in t�d Va.. Lumber 031312023 No Yn NIA N/A $era # Product Mptld. Numhor a Name Product OiseNWlpn Dodrad Expiratrpn pate in HYNL RVHL Q,dslde HYHZ Rej(jjant, Prossura LL 2 M1 16 ga. super notot strength Truss catneaof plate 12sl2024 Yes Yes 111A NJA 2 Rivers. Prd Parallel Lumbar 0313IVillln023 No Yes NIA NIA 1 3 16 MII 1fi i6 ga. truss corned. Wale 12131 R024 Yes Yes MfA Ni 3 TimbaBhand lSL ed Strand L0.rrdnded Stated Lumber 03J312023 No Yea N/A MIA Alpha AlLuninUm Shcd Banp', Versed ANminem SpfiV Alpha Aluminum Bdd Aamp'. Vented Aluminum 07f302023 No Yea No N/A high 12/312024 Yes Yes NIA NIA 4 TJ Ran Board Shudural Composile Lumoer or Oriented Strand 03I312023 No Yes NIA NIA CMU &amp; Waod Soil CMU damp Word 4 MT18HS 18 ga, strength truss oonned. plate boientedrd 5 MT20HE 20gs.highsta.gthir—denned.rplate 12J3112024 Yes Yes NJA NJA 5 Weyerhaeuser Rim Board StrandBda(d H oriented ntl Board Rim Hoard DaJa1nD23 No Yes N/A MIA SHEET NO. B 11,8 MT18 189, Wsa cdnnedor plates 12/3112024 Yes Yes N/A N/A 7 TL20 MT20 20 ga. truss —h-Wr dates 12/312024 Yes Yea N7A NJA March 6, 2023 PA 1.1 Q) Florida Depa nim of Business & Pn7fassional Regulation red. i a2 Florida DepsNnent of Business & Professional Regulation P.o.i a 1 Florida DepaNnent of Business & Proiessiunal Regulation Psee i 0111 Florida DeparsnerR of Business & Professional Regulation Pepe 1 oil Building Codes and Standrds 1flaRos2 Building Codes and Standards 11AAW2 Binding Codes end Storidards p' Building Cods and Standards BMW= Co (D .6.— Product Approval Application Oetaa Product Approat Application DoW Product Approwl Applisallon Detatl Product Approval AWlestion DOW 0 }� Sd>$ Citialu no a isle EgBhtga DamA& DoloNfArk ask 1&a ENWL, i� a* OWPaeim cols raft Erdiew 20 Hard Dowpoetioa is T�2r i�r�i Maerrbauroroewa Endnnritr ime WlMwaax vuate 'r FOCAKV FBCAemwd prtr A RVI lkgi 1U� 4mbaWnr ccii g fieelowilia.r. WIYYWar tjA&WO 001twin d FBCAeerwsl A�r.d S 7� Wnploo MPDubohx+r EPdnwiLlrn. Valihftd vssomw a.e N.aN FaCAxeraal Apr r� S 7� W�lo. Yxwbab:nr 094P SaolmwLUwnr WIWrdBr �1al. fe{pN_AICAeswal Apa—W own CU AMmaflon 2ME poi Oomonvmr doe Heyde, Send wrldw turd Deer Jame L audnwr, PA 0771472020 OW14000 07l2vam0 Approoea Afkmatbn 2020 Pei ODMMW, Joe Hayden Send Window W4 Doer T.E. Lumr, PE, LLC 0TMV202) 0771412m0 0ra2ame Approved Anrmeeoo 2020 Rei Cwporow Joe Hoyden Band agnDow end Door Jemes L Suddwr, P.E. 4 CTM4f2020 0T1412@0 07/20f2020 App:ood AfnPlefbrr 2020 Rey COrpDNtbn Joe Hayden Hold Wangn Schwor T.E. Lunn, PE, LLC 0Tn4rA Z 07714rAM C7420M Al V}e/ VteJ COMawr. wmdon Robing, Mxrwb00umerAMoebibn CHUCK FVMeig Caeapl Wndows RDWWm MerWkc➢uorAroele0on (6B1)82a-6456 CxeeS4rp WInddHt RobMrn MorruildenrAarblpon CSUCHEngheearp cospri Wlnsous Robinson PE44135 (WI)6254455 U SubCategaryr.8hrpe Nur'8 (811)821�0SB (Wl)401419V amwaw ry: ogle Hurt (641)ozi 400 aubCdgwr. Feed Ceop6eor MaIll CBrdfil lon Mork Welkin (541)1214MM (m1)45141g27 4pWok pay Fnad Cpppier Ydhed: EYalusin Reppr frpm8 (641)0221410W ki*"Nw�RO ' `v !.ropier MYhed: Cenafddon Morkor Lleting poiprDAr�pPrW'tl®pe CpOplMer Mand: CerMioNl0n Mork w Usting pelspo4uMepRPwal®Pe low. or polopodyotppmnope le.dom FlOrde RoghMed NehlkatoraLkunsud FbnrY poop0 Ilamm CU y J CD3 U ItOMrn FrptrlpNd Eng Ww �^ Fl1Mw3#a PrrirA •O Awmd For Use Awfevd for UM 11p om Doolok Proauol Yed.l. Nuehr 9ONKA� ANKMM in 2s MVH2 gn at0i-all Fiv ion Oubwa IM[d ids Haman �talE Prodwe Modell. Nuob w or Mam. Ptedmt0eoadetian ✓ ION r1 ilYaummmhLumlmom ( gad" Q M0p ArunMu MRmuO he Uw Approved M Ur kg� g� O /2 ' 0 Ca— � 5 �tsi 1 Rrdstl YdaL MP abw m dame Ser" 1CR0 NO) Pefennonoeangle Hung prdre s.rddr Wryl also Hung Wlrotou(42' x 72') m/17=T km HVHX NO Cubl" HVN2. Y. ank face No 'alkw Awls 1 erMru. Peb lO semis Single Hung Window 3Wxg0' wnyl N..&np.d Shp lung Welker =2212022 No rap No +/040 1 awle lorAO Wlyl aid wndw (B7 xT07 0rMW2m2 No va NO +2e-25 a"1 Product Mdd.NwebwwN*" "PacarAetlaf C"Ma Expoden Opt In HVH2 outh4o 2 Aakoo pope O Lit a � m 2 SerhM low Hgh Perfam new Single Hung nce Sln& HungTerm 0112@7 Wed H4lh Porbn,aD12 ND reel No +60h60 2 Pay 10 genes arse Hung Window, $4' x SW Vinyl Nonlmped 8Inge Huna Window 0TMW=2 NO Yr. No +45F40 2 Wag 1=0 Nrrylfued eprs0ur (lprxa4') 01016=1 NO Yes NO +2y-26 1 108erhw Rangefted 10 Berns 112'Flsgr Flood Whdm Will Yr VV.Me WA � ConpmNt(-xgbllr) a Pet. 106e4r also. Hung IN 84'xor Vinyl Nan-Inppd Swale Fong Yhduw 070OWl armllrA@2 No No ves yr Ni No +600-0 +511 a Wool= l7rnN Flood vArKbw(Or x Go') gTn612@2 No yes Nis +80F80 O � 8 seer Iwo 81,010 Hung vwsingle Hung Thee Corprkp(10er 972') mnSRm7 No Yee No +40H0 4 Pei 10 gorles angle Hung Wndow 4W x TV Mnyi Non4npad:ape Hung Wood- FLNAU"lS Proiwt ''^^ O T! I Swee 10120 ergo Xung Nryl $hgb Hung TPPe COOprRe Il0s'oalr! 0643007 No NO Yee Yr No No +3" Z-315 9 8 Poi 1080pw angle Hung rAnoow PW 10 ape Bingy Hung Wide. 3a'x Or Vinyl No.npw kew Hung WIrWw 0002=2 3W x 77 Vlrryl Nondmpkv: Binge Hump Wlrldav CTM92m2 Flo No Y. Yee No NO +8g1� +800-W �Dn E O (��`�; t✓ 6 Smin 10120 Since Burg WOia"INHung—C."Cotilowx si.6ry mf1312m7 1011712023 NO Yee No +eel4m Aedrawl hx u.e AewuN ra Use � (D L S Berko lOR0 arele Hung Wryl Skgb Hung l4Hn Compoeft l x 5"') om6R@7 NO Yes No +3&96 7 PMa lO aerie Single Hung WmWW 52.18' x$0'Ylnyl Non-Impel"It Hung wndw rot Prdud Model. NwMw OrNemx PMduet Oearboll r bMYFR. Jam( J� vJ ) r Q 7 0who 100 angle Hung yWWA Bkgle Huna'mpe Coprlta(1007 xal 0511002027 MY17rAm7 No NO Yes Yes NO No -31" +351d8 P181�}Rg prnirb 1 aanes(090 %Aryl e.rd orrob.(W x Tel') 0711612024 No VIM No +251446 _ a g Spw 10120 angle Hung MW ekgle Hung Whdow (4r x72') ®113rA@T No Yee No +�.9g 2 :pine 1=0 Veryl n (1i' x 401 OTM&=4 No rep Ni i :•F� $pies 10120 arse Harp 1Ar04 ebal Hung Window (48'x88-112') y (� 11gym 9 serge 10R0 ad wlddw VIm4 Fluid Whdow (80'xg0'� 0r1i512m4 Do Yet Fo IOQA- *60V-80 � � 10 rg rg SeriealWAN eau We49nge Hung Wlndpe(3r x5F1rr) 0ali8RmT No Vr + ABU PrdoeMdel.numbrorNoreo comma Re"ImOeb MN VH2 CuftwoH NNL loaitel Psa.n 11 Bonn low angle Hung Wyk Single Xung Widow(4r x 84') 051712027 No va No *3540 1 Pole 10 awe Single Hung Wrld.w SW xg0' Nlryl N..4.ped Snglo Hung Window OW212023 No V. N. +1040 12 SMr IQ= ar@IM Hume Vinyl Slralo Hung Whdow(38' x 721) pa1SR@7 NO Yr NO +30hw 2 Psis 108erl angle Hung Window 5C x aP Mnyl Non4mrped Single Mrxg Window 050 23 NO Y. F42 +4543 13 14 :arts 10R0 Singe Xung Vinyl aktgle Hung Twin COn®0eb(7Tx6i5� 0B128R02T owiMC27 No No Vie Yes N7 N7 +38136 +3BW a Pa, 10 Serer snob Hung Widow s4'x Or vinyl Non-Inped BMge Hung Whew 0810gr=3 No Yelp NO +80F8J Serbs 10R0 arols Burg VW Sngle Hwy TAIm ODMM%(BB-6'xaa-n 4 Pm In arks angle Hung Widow 39' x Or Mnyl Nimimprol aMpt Hung Window 0arA2R@3 No va Ni +55r55 10 apn* WAargb Hurg Wyk Bogle Rung TWlnomvm%(Be-r M 0B.r17Rm7 ND Yr No +38ui8 0 Roy 1080nn:Ingo Nang Window 62-1(B'K ep•V1nyl Norflmpep Bkgb NUnB WMdo/ 10t17M073 NO Ws No +BOugO is Serbs 10rA0 ergo Hurg Nryl $kgb Xung Tbin Compri(72'x 72) 08n512@7 ND Yr No +4p1-W 17 SWIM 10120 angle Nurg VhyI Rw8d lwW angle Hdwa FlsnlMro (10ar x 72') 10e0a12@1 No YIN. No +30AW i1R,E Piall Model. Burnam rNan. A0 .e HVHZ a i cu 1 ! �0 9lrauot 1 1st Smir 0rThemMbr or EndenPor orAVMn6High Wryl Her PorWmsndo 81nds Hung(42'x 77) 11S1171202T No Yr No +6n1W pwb- 2 180 ren ThwnwmkrOr Encompw orAvwM High Wyk Ho ParbrnMmw 81r®b Xung Twin 00102027 NO Vr No +5DLW Ppbrmanr ane"'" Goeprlhe i7j x861 R') 8 1SHBorn; OrThermaaarwFridempaao or Avg" BMgle Wyt Singe Hung 7rlpe Cbnp0do(10g'x72-) 016f2@T NO Yes No H0140 HUM 4 ISO SofiaorThmmader or Enomnpw mAvand angle Wry! angle Hung TH" Complete (1or x 8Sr) =2312027 No Yee W 'a" Hung Florida Depanmerit of Bliiness & Professional Regulation %p i ei i Florida Deportment of Business & Professional Regulation Pegs I or 1 Rolida De idutmer. of B0Minsoo & Professional Regulation Papal of 2 Building Codes and Studs $MW422 Budding Corte and Standards enasm2 Building Codes and Standards ena2d12 Product Approval Application DOW Product Approval Application Detail Product Approval Application Doing -l8� God. Zeft,r Dole Oft sir Pod" Qg Baft.r Mb 20 Rat Nod np Dow EstihfB 20 20 oftepoiw 2 YM Walla, Mwwberwar oc pea &Brie WIMAWlb V060d Below FBCApmpvy Approved am" Tom}! varewn ,NrgbmtUtlt claiffi EoiworA lima, WlWbdft Zug FBCAemwxl A reed two lk" Whim NO"b unr CO*M Eednpri lSnNP WIMWW Wood so FRO Asmpud Approved 1111119 Afir—dw 2020 PON ono otlon Joe Hayden aW Window wd Door Janes L HV~, P.E. a C7114I2020 0T11412I7A0 Op20/2@0 ApprDred Aflrm.go 2M Pon. C.rpordbn Jos Hoyden Book Wo rkro W. Sdarf r, P.E. T.E. Wnn, PE, LLC 07M4R020 0711412020 07420=0 ApprtNd Afln kien 20M Pey Corpoosirm Joe Hoyden Barrel Window Ord Door Jwnn L cud w, P.E. to 07MV2020 (1771412020 07=02020 AppraM Cdgmipwmoas Robeson MenulanarArpplstbn CHUCK Engineering Caber Whoops Nowee, PF-44135 (861)0268455 cd4a.ry: EMerlpr Doers Robinson MorutdarrAssodatlon CHUCK Englneetktg BriCebary: fl0rhontl aktr (641)9214M (a81)4414W7 SrCetaory. Hwkoribd&Ww wl)tml-B f AaC.Igeryt SNing ExeriorDwArMNdlr (Wl)121-d= (551)49141a27 Cmupewr a 11141 rAMrcidbn Mork or usli g pe2eprodu llopMWoie cw"lhmm Mdlrsm EvsWafo Rep.rl frame pelMMW-dwprov wdh* Cawpo am Mdh.F. Walker" Mwk w usffig peltpodudepprOYAI®pe lM.cpm Rondo RegMtNdANhie62 Or a Lkonrd Rondo IMmm IhiAom FIa111a/4o7 Padua. Pgbmlawl C-,gear Purr4eu genie. lrglE Product Belief.Nwabor arNam. &mslarlm PffidwADauktien Conrnet Frebatp Oat AtllNMLbLflas In N hm=mLbLum t MOM .PAOWI at !gym arrrrn 11L72i o3uMttA.eerwnr Apmavd AW Us. Aem.r.d For Ur I" Omi Awl Prdiw Mod. Bomber mNmm JLMlhtagMoou ) calmataxalmodeft Dab Ag�rdS�Ya ig1LYFfa 8Yu>mlD�Yr Ckdwftlim lreffd !1Atignt 1LaNa FAIN L' 1 $emir 1020 alders Window Wry191mrg Nbdpw (WIwx0, 73.1R'xa0ry m12TR@3 NO vie No +31Y.10 Proid goal. Murobr wNew Pyedrt[trddlwr (soul EYplyd" Opt In" CutlrflVNz 1 Sear 10rA011a sddlnptiaw Dow Vlnyl24bnalrox MldnaGlow 0oer(grx%') 111701IIm1 No rr No +2a-25 2 Sww1(y20314nowrdow Mori Blobs Ukdw(C7d or x0. 73412'x 38') 0M28R023 NO Vol. Rio +3SLw 1 sweelOSp4nawndoo Was 10 VWI Fbnges Win Wlndrs 0&2&2081 No Yes N7 NIA 2 Heroes l04l26 ending Olen Door Vlryl Blrgle Prol Fned'C' Door (8vbllt,$4.1018' m128r2022 No Yes Ni +35LBH 3 4 aeon loan along wnms .swiss I= Sldin g endow ee Wawe® VYMdOe (x0x IW xwl mR7n@a %Any almm WMdw pdox 106'x w) mi2712@3 No N. VIM vm No No *Nkv IS&W 3 seen larmna Bgding owe Dow x $1-112 ) MrPA 24rrwl v1r we Sl" oDoor (rr x Ill10,0812m1 NO yr N2 +aa�Tg 4 Soles 10MM5 SWIngOlen Door yiy4 SIrgle Perot Fixed " Doer (Beene, 47-1R' x 03kW2022 No 'An NO +2e-23 96.1R' pltatAye Aperardfor Vol, ArrWN For Ur Id a Awl Pta"Mdd.NumbwwNM Prodml0wooddim Calmest K.O d%M pal [alto Oub"MHIY112 lRaholled prow. 1 Saw 180 or Erwompss orAvand Slkpg Glen Dow %W 244"'g1r along(llns D0dr(Wltr x g&2412m1 NO Yr No +25f'w W1r2-) 2 Mrls 1W or Enmrnome aAvrn0 along Cams Door Wryl oft lt PeelRod ro' Door PWIM, 35.1W x a2MWW No va N7 +40140 a SerloslgOorErcpmp.r. orAwntlalMg Gl.r Odor Vbyi 24ynel'ar akdng own nodr(7rxa2') OBM60022 No Yes Me +35k* 4 6orIn150w FiepmpenorAwn08110ng OWWDoor VW Bhgl PwMl Fled'C'Door(age11t. 47-1R'x CUlIW2032 NO Y. No +2e-28 �1 86-im ' FL02P 4t14 Poiwy G awfibr.Aema AwmrdbeUse looked t� .. I,r 0� d aai Prod odd Nwabr er Rorn. Apprinatfortla IgtilRi3 aMtdAa HPAxz lM�t Dubs 4' G v c� l :pl9laywEnGpnpnewAw"SkegOwMD00r Vby424W*'O)r andhg Olen Door(INI K 004i6al No Y. !6 * 2510 � � LA.- 0?.- 2 bor130or6mrnpw orAwntlakorg [NwDoor g6472'j Wryl elrgK Pawl FhMtl ro'opw (aMeloa 3a.t/rx 02ff8f2032 so nee No +4a40 yr N N 91.1rA') N +� tt3 8 aenr 190orErrsrnPMa orAwrrtlakag ClerDaer NRy124Ms1rox ak8g 43na Otwr(72 xB2y U&NR@2 NO Yes No +3&mW Q Car r I Sene100 a EnmrnpoeCrA-A SIMBI OU.0wr Ylrnvi single Panty Flrtl ro' Door (SMil0A T7-12" x 0211aRm2 NO Yes No +2&45 0? 88.1R7 � � G `a1 a as a W � y G iv w_ w N dC - G C� Cn E �a z o 0 > o Q � U O CL V m Q H O L w� ¢ z J z J SHEET N0, March 6, 2023 PA 1.2 _� I - All- wag E= Simpson Strong -Tie W20 FBC Approved Products Updated 12(30/2020 C= For direct Inks to all SST approvals Isted below, CLIC K HERE For additional information regardirig Florida's Statewide product Approval System and Maud -Dade County Notice of Acceptance (NOA). CLJCK HeR FL#2358-R7 §.qSLg Product Model, Number or Name Product Descdgfim I Titen Stainless Steel Concrete & Masonry Screw (1711-55) 114" diameter Titan stainless steel masonry screw FL#VA9-RS Aw Product Description I SDI 01 12DBB Outdoor Accents Connectdr Screw 2 SD91 12, SD9212, S01 0112, SDI 0212 S'trong�Drive SO Connector Screw 3 SD9112SS, SM212SS Stiong-Drive SO Connector SS Screw 4 SDCF22434, SDCF22512. SDCF22614, SDCF22700, SDCF22858, SDCF221014 Strong-DTIVe SDCP Timber-CF Screw SDCF221134, SIDCI`221334� SDCF271958, SDCF272358 5 SDCP22434. SDCP22512 SDCP22614, SDCP22700, SDCP22SM. SDCP22912, Sirong-Drve SDCP Tui Screv; SDCP221100, SDCP221134, SE)CP271400 6 SDHR27400 SDHR27614r SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112 SDS25134, SDS2520C, SDS25212, SDS25300, SDS25312, SDS25412 Strong-Drrve SDS Heavy -Duty Connector Screw SDS25500 SW25800, SDS2580C 8 SDS25112SS, SOS252OOSS, S0525212SS, SDS25WOSS SDS25312S_- Strong-Drue SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, Si SDWF2726, SDVVF2730 Strong -Drive SDWF Floor -to -Floor Screw FL*10007-RB Sea N Product Model, Number or Name Pmduct Description I ATR318, ATRI/Z ATR518. ATR3/4 Threaded Rods 2 ATUD5, ATUDO-2, ATUD9, ATUDO-2. ATUDO-3, ATUD1 4, ATUD14-2 Aluminum Take -Up Device 3 SP318-2, BPI/2, BPV2-31 BP5/8-2, BP518-3, EP314, BMi4-3, BPRTUD3-4 Bearing Plates 4 CNW3/8. CNW1t2, CNW516, CNW314, CNW5/8-1/2, CNW3/4-5f8 Coupler Nuts 5 CTUD55, CTUD65, CTUD66. CTUD75. CTUD76, CTU077, CTUD87. CTUID88. CTUD97. Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4, N5, NO Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD49 RTUD5 RTUD15, RTUD7, RTUD8 Ratcheting Take -Up Device a TUD9, TUD10 Take -Up Device 9 TUW36 Take -Up Washer 10 URSS 318" Uplift Rod Run Teclowri System I I URS4 112" Uplift Rod Run Tiedown System 12 URS5 5�8" Uplift Rod Run Tuadown System 13 URSO 314" Uplift Rod Run Tiedown System FL#1Q441-R6 A2U Product Model, Number or Name Product Description 1 OTT2 Hold-down 2 HDC10/4, HDC10122 Hold-down 3 HDQ8, HHDQ11, HHOO14 Hold-down 4 HOU2. HDU4 HDU5 HOU8, HDU 11 HOW 4 Hold-down 5 HPA28. HPA35 SVap-stye purlin anchor a LSTHD8, LSTHDBRJ Strap-s" hold-down 7 MASA,MASAP Foundation anchor strap 8 MPAI32, MPA144 Ssap-style purlin anchor 9 PA18, PA23, PA28. PA35, PA51, PA68 Strap -style purlin anchor 1D PAI18, PA123 PA128 PA135 Sirap-slyle purlin anchor 11 STHD10 STHDIDRJ Strap -style hold-down 12 STHD14 STHD14RJ Stiep-style hold-dow F"12, M C= Simpson Strong -Tie 2020 F13C Approved Products Updated 12/30/2020 For ckO�t Inks to all SST aWtovals Ned bolaa, CLICK HERE. For additional Information regarding Flonda's Statewide Product Approval System add Marn-Dade County Notice of Acceptance �NCA), Q�. 21 U3 series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 6-318" to 15-1/8" 22 UBAZ series hangers Top flange har gets available in width of 1-9116" and heights ranging from 9-3118" to 13-1f8" 23 Li LEG5, LEG7 senes hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 718" and heights ranging from 9" to 33-112" 24 MEQ5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 5- 718" and heights ranging from 9" to 32-It2" 25 MIT senes hangers Top flange hangers available in wdths ranging from 1-9116'to 5- 118" and heights ranging from 9-1�4" to 24" 25 PF, PFB, PFOB, PFDS6 series hangers Top flange hangers available in width of 1-9tl 6" and heights ranging from 3-318" to 7-1/8" 27 RR Ridge Fatter connector 28 WP series hangers Top flange hangers available in wc1ths ranging from 1-9/16"lix, 7. 118" and heights ranging 9-114" to 32". FL#10860-R5 §S" Product Model, Numberor Name I ABA44 ABA44R,AeA46,ABA46R ABA66 ABA6eR 2 ABU44, ABLJ44R, ABU46. ABU413R. ABU5-5 ABU5.6 ABU65, ABLJ66, ABLI66R ABU88, ABU88R, ABUIOIC AGUI01OR ABU1212, ABLJ1212R 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ ABW7-7 4 AC4, AC41R, ACE4, ACS, ACOR, ACE6 5 BC4, BC46, BC4R. BCO, BC6R. BCS, BCS2-2/4, EC52-3/6 6 C1344, C1346, CW, CB68, C988 7 CBSQ44-SDSZ CBSQ46-SDS2, CBSQ06-SDS2. CBSQ80-SD52, CB-1088-SIDS2 8 CC, ECC, ECCU Series 9 CCQ-SD82.5. ECCO-SOS2 5 Series 10 CRT44Z, CPT68Z, CPT88Z 11 EPB44A, EPB44. EPB46, EPB66 12 EPS4Z 13 LC844, LCBW 14 LPr-4Z,LPC6Z 15 MP1344Z, MP666Z, MPB88Z 16 P844, P844R, PW, PBW, PB66R 17 PBS44A,PBS4@.PBS66 is PBVO, PBV10 19 PC44-16 PCA6-16, PC48-16 PC84-16, PC66-16 EPC44-16 EPC46-16, EPC48-15, EPC64-1 6. CPCSS-1 6 20 PC41Z PC4RZ, PC6Z, PCBRZ, PCBZ, PC-8RZ EPC4Z, EPC4RZ, EPC6Z, EPC6RZ EPC6Z EPC8RZ 21 PPB44-4Z PPB44-6Z 22 RP8Z FL*1 08"-R5 Product 1. Number or Name 1 FJA, FSA 2 FRFP 3 GH46-6, GH4", 01-14". GH4", GH410-6, GH410-8, GH66-6. GH66-8. GH68-6, GH68- 8, GH61 0-6, GH61 " 4 GLB�5A, GLB5B. GLB5C. GLB51). GLB7A. GLB7B, GLB7C, GLB7D 5 OLB7512, GBLT812, GLBT518, GBLT616, GLBT520. GBLT020 6 HGLBA, HGLBB. HGLBC. HGLBD 7 HGT-2, HGT-3, HOT-4 8 UFP1C_SDS3 9 URFP Product Descriotion Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with WI ranging from 3-1/4" to 0-1/7'and W2 ranging from 3-518" to 7-112" Screv.od column caps with WI ranging from 3-1/4" to 9-1/2" and W2 ranging from 3-5f8" to 7-112" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post ease Embedded Post Base Embedded Post Base Round Post Bare Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glularn Bearing Plate Heavy Girder Tiedown Universal I Foundation Plate Universal RWofit Foundaton Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12fVI'2020 For direct Inks toal] EST approvalsWed below, CLIC'K HER For additlonat Information regarding FlWdWS Statewide Product Approval System and MSPV4)ade County Noti of Acceptance (i CLIC HEt FL#10446-R6 §01 Product Model. Number or Name Product Description 1 A21,A23.A33.A34,A35.A44 Angles 2 APA21. APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 3 APB44, APS44R, APVB66, AP866R. APB88, APB88R, AP61 010, APB1 01 OR, APVB44, Outdoor Accents Post Bases APVB44R, APVB66. APVB66R, APVB88, APVB88R, APVE3101 0, APV8101 OR 4 APDJT2-4. APDJT2R-4, APOJT2-6, APOJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6. Outdoor Accents Dock " Ties APVDJT2R-6 5 APHH45,APHH46R.APHH610 APHH61OR Outdoor Accents Heavy Hanger 6 API-4, APLO, APT4; APT6, APVL4, APVLi APVT4, APVT8 Outdoor Accents L and T Bearn-tia-Column Ties 7 APLH24. APLH24R. APLH26, APLH26R, APLH210. APLH21 OR Outdoor Accents Light Hangers 6 BVLZ Btick Veneer Ledger Connector 9 CBT2Z CBT4Z Concealed Beam Ties 10 CJT21Z� CJr4Z CJT5Z. CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Te 12 DS Dry Wall Stop 13 FC4 FCS Framing Clips 14 FWANZ Foundation Wail Angles 15 GAI GA2 Gusset Angles 15 H2A, H2.5T, H8, HIOA-2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Conceaed Joist Tie 18 HH4 HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1-30,1_50,1_70.1-90 Angles 21 LCE4 Post Cap 22 LS30. L550, LS70, LS90 Skewable Angles 23 LS;CZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ. LSSJ28LZ, LSSJ28RZ. LSSJ210LZ. LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSR1 .81, LSSR2 1, LSSR2,37, LSSR2 56 LSSR210-2, LSSR41 0 Field Adjustable Slopeable/SkewabiL Hanger 26 LTP4, LTP5 Tie Plates 27 ML237, MI-24Z, M11-262, ML287 ML2107 Angles 26 IVMH8 RootTie-Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26-2, MMU-128, MMLU28-2, MMLU210, MMLU121111, MMLU139, MMLU1311 Facio-Mount Hangers 31 RBC RBCP Roof Boundary Clips 32 RST-3 RoofTe-Down 33 RTC22Z, RTC42. RTC2Z. RTC44 Rigid Tie Connectors 34 STC.STCT,DTC HTC4 Truss Clips 35 TJC37. TJC57 Truss Jack Clips 36 Z2, Z4. Z44 Panel Stiffener Clips FL#1 0447-R5 Swill Product Model, Number or Name 1 AHEP 2 OSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3 DSC5L-SDS3 3 GBC 4 HCPI,81. HCP2, HCP4 5 HHR02-2, HHRC42, HHRC42-2. HHRC4/1 81, HHRC44, HHRC5.2513-25, HHRC5 371312, HHRC66 6 HRC1.81, HRC22 7 LRU26, LRU28, LRU210. LRU212 8 LSU26, LSSU28, LSSU210 9 TBE4, TBE6 10 TC24 TC-26 TC28 11 THA29, THA2113, THA218, THA218-2, THA222-2, THA413, THA41 8, THAC418, THA422, THAC422 THA426 THA422-2, THA426­2 12 THAI 1 �81 /22, THAl2 06122, THAl2 1122, THA1222, THA1322, TH A13522, THA1422 13 THAL422, THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU28-W 15 TSOR2-24 17 VPA2, VPA25. VPA3, VPA35, VPA4 18 VTCR E= Simpson Strong -Tie 2020 F13C Approved Products Updated 12r6M2020 For direct Inks to gill EST approvals listed below CLICK HERE For additional information regarding Florida's Statewide Product Approval System dide County Notice of Acceptance (NOA). CUCK HERE FL#1 04511 JW Product Model, Number or Name Product Descriction 1 ET,BTB,STH BrickTes 2 CMST12. CMST14, CMSTCIO Coiled Straps 3 C514, CS16, C518 CS20, C522 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Corn pression/Tension Strap 6 DSP, SSP, TSP Stud to Plate tie 7 HI, HIOA, H2.5A, H3, H6, H7Z, H16, H155. H16-2, H16-2S HufricaneTies 8 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2-SDS1 5, HSS2-2-SOS3 HSS2-3.SDS3 HS84-SDS3 Heavy Stud Shoe 11 HST2. HST3, HST5. HST6 Straight Straps 12 HTS16, HTS20, HTS24. HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSC11 SKTZ. HTS020KTZ Heavy Twat Strap 14 UFTA Light Floor Te Anchor 15 1 LSTA12. LSTA16, LSTA18, LSTA21 LSTA24, LSTA30, LSTA36 Straight Straps 16 LST149, LST173 Straight Straps 17 1-71320, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 LightTwstStrap 19 MGT Medium GirderTedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, USTA12 MSTA16 MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps 22 MSTC28, MSTC40. MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC48B3, MSTC6683 Pre-eent Straps 24 MST126, MST136, MSTI48, MSTIOO, MST172 Straight Straps 25 MTSI 2, MTS1 8, MTS1 8 MTS20, MTS24C, MTS3O, MTS30C Mad iu m, Twist Strap 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA202-16 Bridging 27 RCW@12, RCWB14 Wall Bracing 26 RPS18, RPS22 RPS28 Repair Plate Strap 29 IRSP4 Stud to Plate Connector 30 SP1. SP2, SP4, SP6, SP8 Stud Plate Tie 31 SPH4, SPH6. SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3. SS4.5 Stud Shoe 33 ST9, STI 2. ST1 8, ST22, ST292, ST2122, ST21 1 & ST2215, ST6215, STS224, ST6236 Straight Straps 34 TB20. T1327, T1330. TB36, T842. TB48 T1354, TB66 TBSD Tension Bridging 35 TW1510, TW612, TVVB14 Wall Bracing 36 VGT,VGTR,VGTL Variable Pitch Girder Tiodown 37 WB108, W8100C, WB126, WB126C. W8143C Wall Bracing FLM0531-RO S_ X ED Product Description I C13H2.37x5S,0BH2.37x7.83, CBH2.37xg.75 Adjustable Hip -End Connector 2 OU, DHU, DH UTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5,25-SDS HGU5.50-SOS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-$DS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5 25-SDS, HHGU5 50-SDS HHGU5 62-SDS, HHGU7 00-SDS HHGU7 25-SDS, Light Slopeable/Skewabie U Hanger HHGU9�00-SDS Truss Bearing Enhancer 6 HHUS26�2 HHUS28-2, HHUl HHUS46, HHUW HHUS41 0, HHUS5_50110 Truss Clip HHUS7 2511D Adjusla6le Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Jost; Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU28-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1 Slig-SOS, HUC01.81/11-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0310- SDS, HU0041 C-SOS, HUC0412-SDS. HUC05.25M-SDS, HUC05,25111 -SDS, HUCC610- SDS, H UCQ01 2-SDS EMM-0 M Simpson Strong -Tie 2020 FBC Approved Products Updated 1213"20 For direct Inks to all SST approvals rated belaw, CLICK HERE For addt*nal information regarding Flonda's Statewide Product Approval System and Mard-Dade County Notice ofAcceptance �NCA). FL#11468-R5 Sea X Product Model. Number or Name Product Description 1 HHUS210-3. HHUS210LA Joist Hanger 2 HRS6. HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCC210-3-SDS, HUCC010-SOS Joist Hanger 4 THG B2. THGB3, THG BH2, THG BH3. THG BH 4 Joist Hanger 5 THG02-SDS3, THGQ3-SOS4.5, THGOH2-SDS3, THGOH3-SDS4 5T THGQH4-SDSB Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger FL#I 1473-RS JW Product Model. Num ber or Name Product Description I DETAL20 Double Embedded Truss Anchor 2 FGTR. FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, H18S, H16-2 H16-2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24 HETA40 Embedded Truss Anchor 5 HETAL12, HETAl HETAL20 Embedded Truss Anchor 6 HGAMID, HMO Masonry retrofit connectors 7 HHETA16 HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2. LGT3-SDS2 5, LGT4-SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24. ME-FA40 Embedded Truss Anchor 11 MSTAM24, MSTAM'38. MSTCM40, MSTCM60 Sirap, Tie for Masonry 12 MTSM16, MTSM20. HTSM16, HTSM20 Twist Strap for Masonry FL#I 149$-R5 Product Model, Number or Name Product Description I OTT1Z Deck Tension Tie 2 HD12 HDI9 Bolted Holdowns 3 H03B. HD56. HD713. HD96 Bolted Ficklowns 4 HTT4, H775, HTT5-3t4 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tens4on Tes FL#13629-R5 .,Sq" Product Model. Number or Naiml Product Description I SB518x24. SB71BY24, S81x30 SB Anchor Bolts 2 SST81 6, SSTB20, SST624. SST828, SST834, SSTB36 SSTBI 6L, SSTB2OL, SSTS24L. SSTB Anchor Bolts SSTB28L FL#1131II S_ X Product Modal, Number or Name I CMST12, CMST14, CMSTC16. CS14. C816, C818: CS20, CS22 2 HRS6 HRS8 HRS12, FHAS, FHA9, FHAl2, FHA18. FHA24, FHA30, MSTI26, MSTI36, MSTI48. MSTISO, Ivi SIMST27, SIMST37, SIMST48 3 HTS116, HTS20, HTS24, HTS28. HTS30, HTS30C 4 LSTA30, LSTA38, LST(49, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9. LSTA12. LSTA15. LSTAI8, LSTA211. LSTA24, ST292. ST2122. ST2115, ST2215 6 I-SUBI-13-25, SUBH3 25, MSUBH3 25 7 LTP5 8 LTS12, LTS16, LTS18, LTSX 0 MSTASO. MSTA36, ST6215, ST6224. STS, ST12. ST15, ST22, MSTC28, MSTC40. MSTC52 10 MSTC65. MSTC78, ST82M 11 MTS1 2, MTSI 8. MTS1 8 MTS20 MTS30, MTS24C, MTS30C 12 S1131 56, S1131.81, SIB2.06, S1132.37, S1132.56, SIB2.68, SIB3 12, SA33.56, SIB3.62, SIB4.06, S1134.12, S/13428, SV64.76, SB5.50 13 S/BA2.12J8. S/BA2.12/10. SMA2.12112, SIBA2.12/14, S�BA4.1818. S113A4.18/10, SfBA4.1 Oil 2, S/BA4.18/14 14 S/H1A 15 SMOSS, S/HO88, S/HDIOS S/HDIOB, SIHD`15S� SIHO15D 16 S/HDU4, SfHDUO, S/HDU9, SIHOU1 1 17 SrJCT. S/HJCT Product Description Coiled Straps Straps 97 mil (12 ga) Heavy Twist Shaps Straps 43 mil (18 ga) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 9a) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Dmirlption Concealed hangers Face -mount (OU, DHU) and top -flange (DHUTF) hangers avabble in widths ranging from 1-9119'to 3-9116" and heights ranging from 9-1/8" to 23-15116" Face -mount hangers Face -mount hangers available in widths ranging from 1-518"to 7- 318" and heights ranging from 5-5116"IlD 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 118" to 5-1/8" and heights ranging from 4-3/4" to 15-314". Concealed flange version (HSURC, HS1JLC) available for all double 2X and !Xmodels� only acute flange is concealed Face -mount hangers Face -mount hangers available in Wdths ranging from 1-9116" to 7- If2" and heights ranging from 2-7M' to 19-IM". Concealed flange version (H UC) available for all models having width equal to or greater than 2-9/16" Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12r*/2020 For dreot Inks to all SSTapprovals listed bolavv, CLICK HERE For additional information regarding Floridas Statewide Product Approval System add Marrid-Dade County Notice of Acceptance (NOA) 18 SfUBVI.56, SILBV1.81. SILBV2.06. SfUBV2.37. SIUBV2.56, S&BV2.68. S/LBVS.12, Top Flange Joist Hangers S/lUBV3 56, SILBV3.62 SILBV4.06 SILBV4 12, Sfi 28, SA_BV4_75 S/LBV5 60 19 S/LTT20, S/DTT2Z. S/HTT14, HTT4, HTT5 Holdowns 20 SIMST60, SMST72 Straps 118 mil 110 ga) 21 SP4� SP6 Stud Plats Ties 22 SSP, DSP, TSP Stu d Plate Ties 23 STC. OTC Truss Clip 24 T9022 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL$ti 3904-RS ,StLff Product Model, Number or Name I CCQM3 82-SDSHDG, COQM4.62-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTQM4 62SOSG. CCTOMS.50-SDSG, CCCOMS 62-SDSG CCCOM4 62-SDSG, CCCQM5.50-SDS3 2 ECCLOM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.5CG-KT, ECCLLQMD3 62G-KT. ECCLLQML)4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQML)3.62G-KT, ECCLRQMD4,62G- KT, Er-CLRQMD5 5OG-KT 3 HGUM5.25 HGUM5.50, HGUM7 00, HGUM7 25, HGUM9 00 4 LGUM26-2, LGUM26-3 LGUM26-4. LGUM28-2. LGUM28-3 LGUM28-4, LGUM210-2 LGUM210-3, LGLIM2110-4, LGUM46. LGUM48 LGUM410 5 MBi 25, MBHA3 12fl 1 25, MBHA3.56f7 25, MBHA3.56/9.25. MBHA3 56111.25 MBHA3-56111 88, MBHA3 56114, MBHA3.561116, MBHA3 5SM8 MBHA5.6Of7 25. MBHA5.5019.25, MBHA5 50111 25, MEHA5-50/11.88. MBHA5 50114, MBHA5 50fla, MBHA5 50118 6 MBHU3.5619.25, MSHU3.56111.25, MBHU3.5611 1,88, MSHU3.56114. ME1H U3.56116, MBIHU3 56fl 8, MBHU5 5019 25, MBHU5 50111 25, KABHU5.50111 88 MBH U5 50114, MBHU5 50il 6. MBHU5 50118 FL*13975-R6 Sect 9 Product Model, Number or Name 1 SDW223010, SOW22338, SDW22438, SOW22458. SDW22500. SDW22600, SOW226W. SDW226-34 2 SDMIS450 SOWCI56DO 3 SDWH11)300DB, SDWHIS40ODB, SDWH196WDB, SDWHI98OODB. SDWH191000DB 4 SDWH2740OG. SDWH27BODG SDWH27800G, SDWH2710OOG, SDWH2712DOG 5 SDWS16212, SDWS16300, SDWSI6312, SDWS16400 6 SDWS19800, SDWS19712, SDVVS22400,SDWS225OO.SDWS22512, SDWS226W SDW=800, SDWS22900, SDWS221000, SOWS221100. SDWS22120C,SOWS221500 7 SDW=30ODB SDWS22400D8 SOWS225000B. SOWS226OODB, SDWS228CODB, SDWS221 OGODB 8 SDWS22312DBB, SOWS22512DBB 9 SDWS2730OSS, SDWS274OOSS, SDWS2750OSS, SDWS2760OSS, SDWS278WSS, SDWS2710ODSS, SOWS2712003S 1D SDWV13400 11 STN22 FL*I 5363-R3 §W Product Model, Num Der or Name 1 AS 18, AS 1 15S51 AS 1838 2 A520HS 3 AS-20 4 ASHP Product Description Masonry Per Caps Masonry Per Caps Heavy Masonry Hangers Masonry Beam Hangers MasonryTop Flange Beam Hangers Masonry Beam Hangers Product Description Strong-Ouve SOW EWP-PLY and TRUSS -PLY Screvvs StrDirg-Drive SDWC TRUSS Screw Strong-Dirrve SDWH TIMBER-H EX Screw Strong-Drwe SOWH TIMBER-H EX H DG Screw Strong -Drive SOWS FRAMING Screw Strang -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Striong-Drive SOWS TIMBER SS Screw Strong-Drivis SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Descilotion 16 ga Truss Plates 20 ga. High Strength Truss Plate 20 go Truss Plate Hinge Plate Connector rL#1573O-R4 IjUl Product Model, Numberor Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GOPIM-50, GOPM-75, GDPM-100, GDP$, GW-50, GW-76. OW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K, PINW, PiNWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL.MG, PSV1_3, PSVL3-K, PCUDPA, PECILDPA, PTFZHA3, PTRHA4 4 SET-3G Adhesive Anchorfor concrete VIM,= "Q Simpson Strong -Tie 20220 FBC Approved Products Updated 12/3012020 For direct Inks to all EST approvals Isted below CLIC K HERE For additional informabon regarding Florida's Statewide Product Approval System and Marn-oarle County Nolte of Acceptance (NOA). CLICK HER 11 HUS. HUSC series hangers Face-mourit hangers available in Wdths ranging from 1-518" to 3- 9116" and heights ranging from 4-5116�'to 11 " Concealed flange version (H USC) available for models having width equal to or greater than 3-9116" 12 IUS series hangers Face�mount hangers available in widths ranging from 11-7/8"to 3- 5J8" and heights ranging from 9-1 IN'to 16' 13 LGU3 25-SDS, LGU3.83-SDS, LGU5 25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z, LUC21OZ Face-mourit hangars 16 LUS series hangers Face -mount hangers available in widths ranging from 1-91116" to 4- 518" and heights ranging from 3" to 10-15M15" 17 MOU3.63-SIDS, MGU5.25-SOS, MOU5.50-SIDS. MGU6.62-SUS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 11-9116�'bo 5- 118" and heights ranging from 6-15tl 6"to 19 MUS26, MUS28 Face -mount hangers 20 SUR SUL SURC, SULD series hangers Skewed face -mount hangers available in widths ranging from I - 9118" to 3-9/16'and heights ranging from 3-ltl 6'b 113-314" Concealed flange version (SURC, SULq available for all double 2X and 4X models; on ly acute flange is concealed. 21 U series hangers Face -mount hangers available in welths ranging from 1-9116" to 0" and heights ranging from 2-5/8" to 11 -1 (4" FIL11110667-R6 Product Model, Number or Name Product Descrintion 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging from 7-1 lav'to 39'. 2 DGBF series hangers Top flange hangers available in wdths ranging from 3-518" to 7- 118" and heights ranging from 9-114" to 24". 3 DGIF series hangers Top flange hangers avallablem widths ranging from 1-112" to 3- 5/8" and heights ranging from 7-1/4" to 24" 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 5/8" and heights ranging from 9-1/4" to 24" 5 EG5, EG7, EGO sores hangers Top flarge hangers available in widths ranging from 5-1/4" to 8- 7J8" and heights ranging from 11 " to 32-1;7' 6 EGO series hangars Top flange hangers available in widths ranging from 3-518" to 7- 1t4" and heights ranging from 11 -114" to 37' 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 5-70' and heights ranging from 8- 112" to 28". 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-114" to 7- IfS" and heights ranging from I I" to 32' 9 HE sores hangers Top flange hangers available in wdth$ ranging from 1 -9115" to 7- 1/2" and heights ranging from 8" to 39' 10 HGLS series hangers Saddle hangers available invvidths ranging from 5-1/4" to 13-70' and heights ranging from 10-1Zto 28"� 11 HGLT seres hangers Top flange hangers available in wdths ranging from 3-114" to 8- 718" and heights ranging from 7-1 t7'to 32" 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 14" to 31' 13 HIT series hangers Topflange hangers available in widths ranging from 2-5116'to 3- 9118" and heights ranging from 18"tc 26" 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1/8'to 3-9118" and heights ranging from 5-318" to 13-1/8" 15 HUTF, HUCTIF series hangers Top flange hangers available in wdths ranging from 1-9116" to 5- 112' and heights ranging from 3-7116'to 15" Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9116". 16 HWP series hangers Top flange hangers available in wdths ranging from I -9116*'to 7- 118" and heights ranging from 5-31&F to 28" 17 HWPH series hangers Top flange hangers available in widths rainging from 1-9/16" to 7- 1/2" and heights ranging from 5-31&'to 32" 18 ITS series hangers Top flange hangers available in Wdft ranging from 1-9116'to 3- 5/8" and heights ranging from 9-11&'Io 16' 19 J12 series hangers Top flange hangers available in width of 1-9116" and heights ranging from 5-3fB" to 7-14' 20 J13A series hangers Top flange hangers available in width of 1.9116" and heghts ranging from 9-3fl 6'to 13-118" MT-MM Simpson Strong -Tie 2020 FBC Approved Products Updated 123012020 For direct links to all EST approvals listed belue, CLIC K HERE For additional infortabon regarding Florida's Statewide Product Approval System and Marrii-Dade County Notice of Acceptance INCA). CLICK HERE 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (ST62, STS24SS, STB2-6SS) Stiong-Bolt 2 Wedge Anchor for Concrete available in carbon steel and Types 304 and 316 stsjin�ess steel 7 Tiben HD (THD-H, THD-HMG, THD-H4SS THD-H6SS, THD-CS, THD-CS6W Then HD Heavy Duty Screw Anchor for concrete and masonry available with hex head in carbon steel and Types 304 and 316 stainless steel. or with countersunk head in carbon steel and Type 316 stainless steel 8 Titen HO Rod Coupler (TH037634RC, THD50034RC) Titan HD Threaded Rod Coupler for concrete 9 Titen HD Threaded Rod Hanger (THDB25158RH, THE)B37158RH. THD37212RH, Titan HE) Threaded Rod Hanger for concrete THD50234RH, THDI0212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#I 6230-RS &" Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (ST62) 5 Titen 2 (77N2) 6 Trillion HD (THO-H4SS, THD-H6SS, THD-CS6SS) 7 Titan Turbo (71�M FL#16937-R3 §W Product Model, Number or Name I X34eI0I 6-5K X181016, X1 91 018-4K. X01 SIDI S. XQI 6101 6­4K 2 XL01 I 4TI 224. XLQ 114191 224-2K 3 XMQ I 14SI 224, XMQ1 14BI 224-2K 4 X01 14SI 224� XQ1 1481224-2 5K X1 14S1 224, XQI I 2SI 224, XQI 1281224-2K 5 XU34S1 016, XU34BI 01 6-5K FL#35320-RO 'Wa Product Model, Number or Name 1 DSSCB43 5 DSSCB46, DSS0848, DSHS 2 FCB43.5 FC845 5. FCB47 5 FCB49 5, FCB411 5 3 FPHSD34SIO18, FPHSD34B1015, FPHSD34BI016-5K. FPHSD34S1214, FPHSD34B1214, PPHSD3481214-5K 4 I -Si LSFC4.25, LSFC6.25, SFC2 25, SFC4 25. SFC6 25 5 LSSC4.25, LSSC6.25, SSC2 25, SSC4.25 SSC6 25. MSSC2.25, MSSC4 25 MSSC6 25, MSSC4.25KW, MSSC6 25KW 6 RCKW3, RCKM.5, RCKW7 5, RCKW38 RCKW5 5S 7 SCB43 5. SOB45 5, SOB47 5, SCS49 5, SCB411 5, MSCE45.5, MSOB47 5 8 SCS32-5,97, SCS62-5/97, SCS52-511 18, SCS82-5J1 18 9 SCW3 25, SCW5.5 10 SJC8,25, SJC1 0.25, MSJC8,25. MSJC1 0.25 11 SSB3 518 12 XLSH341311414, XLSH78BI414 13 XQ1S1 016. X01 B101 6-4K, XQ1S1 214, XQIB1214-3 5K, X078S1224, XQ78B1 224-3K, X01 14S1 224, XQr11 4B1224-2 5K XQ1 12S1224, XQ11291224-2K, )(34131016-5K, X1 81016, XIB1 01 64K. XlS1214. XIBI214-3 5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry E7-HP Epoxy Ad hesive for masonry SET-XP H gh-Strength Epoxy Adhesive for masonry Slrong-Bolt 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Titen HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steelwith countersunk head Tilen Turbo Screw, Anchor for concrete or masonry Product Description 410.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Large Do meter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Dnil Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Seff-Drillng, Tapping Screws with #5 Drill Point #10-16 Strong -Drive XU Metal Self-Drdling, Tapping Screws with #1 Drill Point Pmduct Descrisot on Bypass Framing Drift Strut Connector Bypass Framing Frxed-Clip Connector #10­16 and #12-14 Strong -Drive FPHSO Frammg-to-CFS Self Drilling, Tapping Screws SiBel Framing Connector Steel Stud Contractors Rigid Knee Wall Connector Bypass Framing Side -Clip Connector Bypass Framing Connector Head -of -Wall Side -Clip Connector Steel Joist Con nectors Bypass Framing Slide -Clip Strut Connector #14-14 Strori XLSH Shoudered Self -Drilling, Tapping Screws #10-16 412-14 and YA1 2-24 Strong- Drive X Metal Self -Drilling. Tapping Sciews, C/) > 0 CL _0 0 CL CU 0 -0 (D C/) (D (D M 0 0 0 0L_ CL = 0 CD .0 U_ 0 CU > C/) -0 a) E L_ 0 L_ ca. Cf) 402 .= _210 U) 0- < Cn E Z I CU 0 0 L. ri Co. C=-J C-4 cp C�4 _Ir Ln c: E ca 0 LU < _J a_ March 6, 2023 SHEET NO. PA 1.3 U) CD .� > U MIAW MUM -DADS COUNn- PGT Industries, Inc. PGT Industries, Inc. _0 PRODUCTCONTROL SECTION PGT Industries. Inc. Q� Q d 1180� 5W 26 szeec Ro= ^08 NOTICE OF ACCEPT_A.NC:T: EVIDENCE SUB�i1TTED NOTICE OF ACCEPTANCE: EVIDENCE SUBliff TED � C CU CL DEPARTMENT OF REGUT ATOR4 ANDECONOWC RESOURCES (RER) vruant Fionb 33375--'4 4 BOARD AND CODE ADhnYISTRATIONDIVISION a (7s6) its-cs0 F (796) 31`-2i� NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE Q N U .•� to {= NOTICE OF ACCEPTANC"E (NOA) Www.mia otlade_Eey.ecoaomf 1. Etidence submitted under m•eaious NCIA P A. DRXWrgGS B. TESTS(continued) 1. Nfiami Dade Department of Regulatory and Economic Resources (RER). e � (U3 Cis to � -0 0 p -0 PGTintlnstsies, Inc. 1070 Technology Drive. 1. Manufacturet's die drawings and sections. 5. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2 - . o -0 � 0O � North Venice. FL 3-t_'a (.Submitted under NO 4 4 o. 11-010." 04) 1) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 E.-1ATERLAL CERTIFICATIONS � L.L SCOPE: 2. Drawing No. '-►1D-5a70.0, titled -' Vtnvl Sliding Glass Door NOA (1:14'I)". sheets 1 3) Water Resistance Test. per FBC. TAS 202-94. 1. Notice of Acceptance No.15-0528.14 issued to Vision Extrusion Limited for their Co 00 +-� `�� C1i This NOA is being issued under the applicable rules and regulations governing the use of c anstruction materials. The through 21 of 21. prepared by manufacturer, dated I0.1)515. with re-,dsion A dated 4) Large Missile Impact Test per FBC, TAS 201-94 "ii7tite Rigid PVC Exterior Extrusions for Windows and Doors". dated 08:13.4 5. _ U) .� CU � O - L documentation submitted has been reviewed and accepted by Miami -Dade County' RER -Product Control Section to 04 '0S.-I T signed and sealed by A. Lyon Miller, P_E_ 5) Cyclic Wind Pressme Loadingper FBC. TAS 203-94 expiring on 09: 30 � 19. (D � Q be used mu Miami Da&- Couary aW other areas where allQ ed by the Authority Having 7vris.Acum (Ails). 6) Forced Enter Test. per FBC. TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued toVision Extrusion Limited for their -'37E � � CU Q ThisNOAshnotbevalidaftertheexpirationdatestatedbelow, The Miami -Dade County Product ali B. TESTS along i0thmarll;ed up drawings and installation diagram of��nyl sliding glass door. 1000 Tan 202 and lighter Shades (''ion-'4i�te} RigidPt PVC Extrusions for' F-- � .� (n Q (in MiamlDade County) aadorthe AHI (in areasodler thash:43isniiDade County) reserve the right to have this 1_ Test report on 1) Uniform Static AtrPressure Test. pe:rFBC- TAS 202-94 by Fenestration Testing Lab. Inc.. Test Report No. FTL 8549_ dated 11-06.45, signed and 3t"endows and Doors.dated 12,Y)$,'16. expiring an 1 29, 21. product or material tested for quality aisurancepuiposes. If this product or material fails to perform in the accepted 2) Large Missile Impact Test per FBC_ TAS 201-94 sealed by Idalmts Ortega. P. E. (Test report devised on 11,04 15 and 02, 11116) 3_ Notice of Acceptance No.15-0528.1; issued to Vision Extrusion Limited for their manner, the mara>fat7arer will incur the expense of such testing and the AHTmay immediately rev oke_ medifi . or 3) Cyclic grind Presstu r Load ingper FBC_ TAS 203-91 6. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 "Broom Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for maspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this along withmarked-up drawings and installation diadiagramof vinyl sliding glass door. prepared 2) Uniforut Static Air Pressure Test. per FBC. TAS 20`?-94 Windows and Doors". dated 08:13,4 5. expiring an 09-30,19_ acceptance. if it is determined bybiianii-Dade County Product Control Section that this pr#otitxt or material fails to by Fenestration Testing Lab, Inc.- Test Report No. FTL 8117. dated 1'_a07?13_ signed and 3) Water Resistance Test.perFBC. TAS 242-94. 4. Notice of Acceptance No_ 16-071.02 issued to EIS-ERGI Fenestration Solutions USA, meet the requirements of the applicable building code. This product isappro+.rdas describedheseinandhas been desie�xed to ccr:llplywith the Florida Building Code_ sealed by Idalnmis Ortega P. E. Jest report reyi3exl trim 02'15;16 and 42 `24,' 16) 4) Large Missile Immpact Test per FBC, TAS 241-94 Inc. for their -TAN 3040 and Lighter Shades (:Non Mite) Rigid FVC Exterior including the High Velocity Hurricane Zotae 2. Test report on 1) Air Infiltration Test. per FBC_ TAS 202-94 5�) Cyclic Find Pressure Loading per FBC. TAS 203-94 Extrusions for Windows and Doors" dated 09�'1jt16_ expiring on 02'44,'2i. DESC"RIPTIO-N: Series -5-74-1770'' Vinvl Sliding Gla ss Door (Reinforced) w.-wo 900 S 1350 corners-L \Li. �) Uniform Static Air Pressure Test. per FBC, TAS 4�-44 along vLlthmalrked-up drawings and installation diagram of vinyl sliding glass door- prepared 5. Notice of Acceptance No.1"?12.04 issued to ENTERGI Fenestration Solutions U, SA.. ep `Bronze APPROVAL DE?C[T4fE`�?: DrawingINo'lli-5:?0.0 Rey B. titled "Vinyl Sliding Class DocarNO A tZ'�fj''_ sheets 3) Water Resistance Test, per FBC. TAS 202-94_ ' by Fenestration Testing Lab- Inc.. Test Report No. FTL 8552, dated IA4+ 15. signed and Inc. for their and Lighter Shades of Cap Coated Rigid PVC Exterior 4) L e Missile ct Test FBC• TAS _01-94 sealed by Idllntis Clrtega, P. E_ (test report retired on 02•15 2016) Ext axioms for' Windows and Dooms" dated 09rI5r16, expiring on t# 16.''O. 1 through 21 of 21. prepared by manufacturer. dated 1 t1r05 I and last revised on 02,'01;`? 1. signed and sealed by 5) Cyclic Wind Pressuue Loading per FBC. TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test, per FBC', TAS 202-94 6. 'Notice of Acceptance No.16-0712.03 issued to ENTERGI Fenestration Solutions U, SA. A_ Lynn-%lilier. P.E.. bearing the Miami -Dade County Product Control Revision stamp with the Notice of 6) Forced Entry Test, per FBC _ T.AS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their " iibite Rigid P`'C Exterior Extrusions for Windows and Doors" dated Acceptance number and expiration date by the Siafui-Dade Coutiry Product Control Section.along with marked up drawings and installation diagratmm of vinyl sliding glass door prepared 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 08-10,47. expiring on 02.28,18. .%IISSME IMPACT R _ur G: Large and Small1lfissile Impact Resistant by Fenestration Testing Lab, Inc._ Test Report No. FTL 8546, dated 11,146t15. signed and along with marked -up drawings and installation dingrarn of t=inyl sliding glass door, prepared. 7_ Test reports No(s). 10-002-79_'(A), 10-06,N10727. 535753-09. per ASTME-84_ Limitations: i. See table I (sheet2) and table 2 (sheets fbTapphcable SGD unit sizes_ desi_p pressures. reinforcementsgT� m. sealed by Idalnmis Ortega. P. E.1Test report revised on 01,04.46 and 02�11.2016) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 that A-22). dated ASTNID 1929 and ASTNID-635. issued by EXOVA to Vision Extrusion for cellulosic - glass es- sillriser (see tables B-1 &B-2 _ sheets 7-8 and anchor la out sheets requirements in 11 thru 16. -Air Infiltration Test. per FBC. TAS 202-94 �. Test report on i) A 11 19 40_ signed and sealed by Jorge A. Canso. P_ E. (.Subinfired under -VO-T No.11- composite material_ Rigid White PVC. Tan (Ni on -white) Rigid PVC and Brawn coated (Painted Or laminated) white Rigid PVC to be 2) Uniform Static Air Pressure Test_ per FBC_ TAS 202-94 010.704) (Submitted under :'� O T ' o. 11-0107 04) labeled per referenced NOA'sregitirements. 3) Water Resistance Test. per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Teat. per FBC'_ TAS 202-94 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.. Inc_ for their 3. Egress operabiedocas must camlplywith min clear widtih or height per IBC requirement. as applicable. 4) Large Missile Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 .:5en.tryGlas1 (Clear and White) Interlay-er-_ expiring on 07,041 8. 4. Pocket walls under separate approval to be rev eued by Building official 5) Cchc Wind Pressure Loading per FBC. TAS 203-94 3) Water Resistance Test. per FBC. TAS 202-94. 9_ Notice of Acceptance No.16-1117.01 issued to Kuraray America. Inc. for their LABELT.NG: Each unit shall bear a permanent label with the martitfactufee,. name or logo. cite. state and series and 6) Forced Entry Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 --TrasifolltUTt'aclear. Clear and Color P3B Interlayers ". expiruig on OT'0819. following statement: "Miami -Dade County Product Control Approved"- noted herein. along with marked -up drawings and installation diagram of -vinyl sliding glass door prepared 5) Cyclic Find Pres=e Loading per FBC_ TAS 203-94 RE'�-Eft: . of thi, NO A shall be considered after a r�t �l applicat;� has been filedandthere has beeana by Fenestration Testing Lab. Inc.- Test Report No- FTL 8547. dated 1' 04'15, signed and 6) Forced Entry Test. per FBC. TAS 202-94 F. STATEXI EtiTS change in the applicable building code negatively affecting the performance of this product sealed by Idalmis Ortega, P. E. (Test report revised on 02,'11 16) along with marked -up drawmgs and installation diagram of iinvl sliding glass door. prepared i . Statemen letter of conformance with FBC-5 Ilk Edition (2014) and FBC-6n Edition T£R�4IZ`►3ITON ofthis NOA will occur after the expiration date or if these has beau a revision or change in the 4. Test report on 1) Air Infiltration Test. per FBC. TAS 207-94 by Fenestration Testing Lab, Inc-. Test Report No_ FTL 6337 (samples A-1 thru A-5), dated (2017). issued b�; manufachm- dated 0914.17, signed & sealed by Lymn iwiiile3. P.E_ materisis, tine_ andr'or mlamifacture of the product or process. li;use of this NOA as an endorsement of am,• product. ? Uniform AmrPressufe Te'a#, FBC_ ) � 1::.'06 � 10. signed and sealed b}' forge A. Canso. P. E_ (.Srrhnrx�erJ utrder :�'O_4 N -a.11- __ Statement letter of no financial interest, dated 0�#,18:, 17_ issued by ni.amifactttrer_ signed for sates. ach-ertising or any otherpurlxse-s shall automatic ally terminate this NOA. Failure to coiWiywith any 3) Water Resistance Test. per FBC. TAS 202-94 0107 04) & sealed by Lynn Miller, P.E. section of this NOA shall be cause for termination and removal ofN0 A. 4-) Large Missile Impact Tel per FBC, TAS 201-94 3. Letter of lab compliance. part of the above test reports_ ADVERTISE-XfENT: The NOAvusnber precededby the words Miami -Dade County_ Florida, and followed by the 5) Cyclic Wind Presstre Loading per FBC. TAS 203-94 C. CALC`UZ ATICONS 4. RER Test Proposal No. 17-0387- dated 05;05,17. sad by Ishaq Chanda- P.E. expiration date maybe displayed in ad-.w. hsing literature_ If and; portion of the NOAis displayed. then it shall be 6) Forced Entry Test_ per FBC. TAS _'02-94 1. Anchor verification calculations and structural analysis, complying with FBC-2014, done in its entirety. along tyithmarked-up drawings and installation diagram oftinyl sliding glass door_ prepared prepared by PGT_ dated 1?,109'15and last revised on 02- 15'16, signed and sealed by G. CtTHER o y LN STECTIUN : A copy of this entireNOA shall be rosided to the user b 'tile mamtfactuterr its dLftiitR3tDr5 and P P y by Fenestration Testing Lab, Inc., Test Report No. FTL 8.48. dated L:)4 1- , signed and 7 Anthony L. Miller, P.E. (.S'ubnrh7ed urtder.Y0 f 1 o.15-1 _10.01). y 1. Notice of Acceptance No. l_ 1_10.01, issued to PGT Industries. for their Series ;hall be available for inspection at the}ob site at the request of the Building Official. sealed by Idalniis` Ortega, P. E_ (Test report revised on 0 L*04:16 and 0?.' 11., 16). 2. Glazing complies with ASTME-1300-09. 55?U 2??0" Vinyl t Sliding Glass boot' (Reinforced) - L.\I i:. expiring on 04 `14 21 This NOA revises & renews NOA #_0-0429.05 and consists of this page 1 and a adencepages E-L E-2. E-3. E-4. I ' E-5 & E-6 as,xellas approvaldacuawntmentiowdabo:t- Ishaq I. Chanda, P.E. Ishaq L Chanda. P.E. Ishaq I. Chanda, PE. �, co 0 The submitted documentation was reviewed by Ishaq L Chanda. P.E. Product Control Unit Sit rviaor Pe' Pe Product Control Unit $n rvisorSupervisor Product Control 1 R BOA \o. _i-O.OS.t+3 /� ` (} _ r :FDA No 21-OZ05.03 NOA No, 21-02105,03 �'�L" at - !�I � � 2 "� t ✓ � o, wAP1FDJti►EC ExpirationDate: Agrill•t.2026 Ex iration Date: ril 14, 2026 P Expiration Date: April 1� _026 Expiration Date: April 14. 2026 p' .3P � c Approval Dkte:llarch :�, 2021 Approval Jixreh'c '021 APP - - _ Approval Date: ]larch'.+".�0:1 +. � + - Approval Date- ?March 021 0 Page I E -1 E -= E -3 �.3 � 3, d � d c E o PGT Industries. Inc. CGI Windows and Doors. Inc. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SVB'_4IITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBIIlTTED NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTE.D 2. Evidence Submitted under previous submittal E. 11ATER1L-tL CERTIFICATIONS (continue) 3. New Eiidence Submitted 5. Quanex Part Super Spacer Standard complying with AST'1$°f C518 Thermal Conductivity. A. DKXWINGS 0.881 BTU -in i hr.-ft2-°F. ASTM F 1249WV1R Pass. ASTINI D3983 C)xygen-Pass, ASTME A. DRAWINGS 1. Draining No.'118-55 70.0 Res-B. titled -Vinyl Sliding Glass Door NOA (Lhl)"". sheets 2190 I.G. Durability -No Fag -Pass. t:Submitted under previous 1OA �-0.1 i-0-1OQ 05) 1. Drawing No_ ED-5570.0 Res- B. titled -Vinyl Sliding. Glass DoorNOA (LNfy-_ sheets 1 1 through 21 of-2 1. prepared by manufacturer. dated 10,05, 15 and last revised on throe h ? 1 of 1_ prepared by nmanufacturer. dated 10705,15 and last revised on O'2101:21- 8 P ' 04,22:20. signed and sealed by A_ Lynn Miller_ P_E_ 6. Quanex Part Duraseal complying with :ASTNI C518 Th,emtal Condtuctixity 2.22 BTU -in' signed and sealed by A. Lynn ?irlilier, P_E. ,� hr_-ft=- F, AS-IM F 1249 1ti VTR -Pass. ASTM D 1.434 .Argon Permemce-Pass. ASTNI E Note. This revision consists replacement of same existing installation screw with flat head. i- B. TESTS 2189 I.G. Durability -No Fog. AST 1}! E 546 Dew Point Development -_'0°F in 48 lea. I. Test reports on 1) Air Infiltration Test, per FBC. TAS 202-94 (Sub►it iited under NOA Na. 15-0. 09. 05). 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 242-94 ". Vi5tt3n Extrusion Ltd_ Parts conrlal}ling u ith PVC' -AA A 303-13. y:� ohtntary Specification B. TESTS 3) Water Resistance Test. per FBC. TAS 202-94 for Rigid Poiytinyl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd.-VEX-1 by 1. None. 4) Large Missile Impact Test per FBC. TAS 201-94 A.AMA Fenestration Exterior Profile Certification Program_ (Submitted under A O--1 No. 1.S- 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 0409 05) S C . CALCULATIONS along with marked -tip drawm drawings and installation diagram, of all PGT Industries, Inc. 8. Vision Extrusions- Ltd. Parts complying with P-%.TC A A.Kk 303-13. 1_ None. representative units listed below and tested to qualifi Dowsd ?91 and Don sit 983 silicones. ( 07n itfed under N OA: o. 15-0409. 05) D. :ALITI ASSU RDeA_Npart � di prepared by Fenestration Testing Laboratory. Inc.. Test Reports No.: 9. PVC-A.AMA 303-13. Voluntary Specification for Rigid Poly%,* l Chloride (PVC) E.xrterior QU FTL 7897, PGT PV�`5520 P�'C Fixed A-indow• (unit 6 in proposal). dated 09.0114 Profiles for Vision Extrusions. Ltd--VEX-1 by A.ANIA. Fenestration Exterior Profile I. Nframi-Dade Department of Regulatory and Economic Resources (RER}. U) FTL-20-2107.1, PGT SGD780 Altmnninmunn Sliding Glass Door (unit 7 in proposal} FTL-20- Certification Program 2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution. US -A. Inc. for E. _ILATERLAL CERTIFICATIONS CU 2107.3. PGT PW7620.4, Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their --Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for L Notice of Acceptance No_ 19-0305.02 issued to Kuraray y- America. Inc. for their > PGT PIX'7620A Altuminum Fixed Window (unit 10 in proposal) dated 07r13?20 all signed Windows and Doors". expiring on 02,04.'?1. "Trosifoll U�ltraclear, Clear. and Color PiB GLass Intertaiers"". expirring on 07 08.24_ 0 and sealed bti, Idalmis Ortega. P_E_ 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution. USA. Inc. for 1. Notice of Acceptance No_ 17-0808.02 issued to Kuraray America. Inc. for their L- their series '`white Rigid PVC` Exterior Extrusions for R-indow5 and Doors". expiring on "SentryGbst (Clear and White) Glass Inte:layers'`_ expiring on 0704,`23. � C. CALCULATIONS S FBC' 71 0228 23- 3_ Notice of Acceptance No_ 18-1106.10 issued toVisionExtrusions Limited for their ` Brown O C 1. Anchor verification calculations and structural analysis. complying with 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution" USA. Inc. for Coated (,Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows Edition (2020). dated 04''' ?0- prepared by manufacturer_ signed and sealed by their `Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors". expiring on 0934 24. _ Anthony Lynn tidier. P_E Windows and Doors-'. expiring on 0416`25. 4- Notice of Acceptance No-18-1106.11 issued to A'ision Extrusions Limited for their series 2_ Glazing complies with AST-1IE1300-04,-09. -12 and -16. "VE 11000 Tan 202 and fighter- shades (-Non-Al'hite) Frigid Cellular PVC Exterior � D. QUALITY ASSURANCE F. STATE'I]INTS Extrusions for ►"'indows And Doors". expiring on 12�29-�21. O i D Miamade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC ?" Edition (2020). dated 44.21-20. issued by i manufacturer. signed and sealed by Anthony Lynn Miller. P.E. F. STATEA E'NTS E. '�LATERLAL CERTIFICATIONS2. Statement letter of no financial interest and of independent- issued by manufacturer. dated 1 Statement letter of conformance to FBC ?1 Edition (2020), dated 42,'01-21. issued by (D L Notice of Acceptance No.19-0305.02 issued to Kuraray America. Inc. for their 04 18:20. signed and sealed byAnthony Lynn Miller, P.E. manufacturer. signed and sealed by Anthony Ly mn Miller" P_E. `Trosifolg, U'lt•aclear. Clear, and Color PtB Glass Interiayers'. expiring on 3. Private Labeling Agreement document between PGT. dated 03;30:15 and signed by all 2. Private Labeling Agreement dated 03,08-21 between PGT Industries, Inc. and CGI Ca GT08;214. involved parties. Windows and Doors inc_. signed by Dean M. Ruark, P.E.. V.P. Engineering. on behalf of U m 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America. Inc. for their "SentrvGlast '. both companies_ (C tear and Amite) Glass Interlavel-s expiring on 07;04,?3. G. OTHERS 3_ Notice of Acceptance No_ 18-1106.10 issued to Vision Extrusions Litnited for their .Brown 1_ This NOA revises. NOA# 17-0420.06 (PVTw•,CGI) and updates to FBC 2020 (71Edition), G. OTHERS Coated (Painted or Laminated) White Rigid PVC Exterior Extusions expiring 044 2121_ 1_ This NOA reilses & renews'_NOA# 20-0429.0- (PLA WCGI). expiring 0-144,26_ for Windows and Doors". expiring, on 09:30;24. 2_ RER Test proposals 119-1155 dated 01 10.'20 approved by Ishaq I. Chanda_ PE. expiring 2. The cunernt associated PL_A CGI file #21-0205,01_ expiring 04 14- M. O L CQ 4. Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their 0414;21. series -VE 1000 Tan 202 and lighter shades on -White) Rigid Cellular PVC w Exterior Extrusions for Windows and Doors"'. expiring on 12 21P121, � i �' . -r' � „_'k Q C= Ishaq I. Chanda. P.E. Ishaq I. Chanda. P.E. Z J Ishaq I. C'handa. P.E. Product Control Unit 5uper-viwr Product Control Unit Super sou Z Product Control Unit Supervi or .`BOA No, 21-020c.03 ti4A o. 21-020b.03 oA 'Na, 1-0205.03 Expiration Dste: April 14.2026 Expiration Date: April 14.2026 J Expiration Date: April 14,2026 Approval Date. March 25.2021 Approval Daxe:March 25.2021 a Approval Date: ifarch 19, 2021 E -5 E -6 E -a SHEET NO. March 6, 2023 PA 1.4 -N—+ CD CD Co a V O MIAMi D1ADE MIAMI-DADE COUNTY N L Q 0 OO PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (U -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 C -� BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED V a a) � Ca U) •a NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 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 a) -0 U - � OL Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS CO EL Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing 14'0. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of }, ,, CU prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled1, prepared by Craig Parrino, P. E., dated March 24. 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12' to O > SCOPE: "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", .sheets I through 3 of 3, prepared by LT4612, titled Cast -Crete 4 •, 6 & 12" Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all -- � O N L_ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino P.E. dated March 24, 20U3, last revision 41 dated April 2003 both g P through 3 of 3. prepared by Craig Parrino, P. dated March 24, 2003, last prepared, signed and settled by Craig Parrino, P,E., on 08119114. � O Ca O- `+— The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11. 2008, all signed and sealed by Craig Parrino, P.E., on .� (� +-o U) �( Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B TESTS March 22 2012 B. TESTS -C — (AHJ). 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared B. TESTS C. CALCULATIONS Section (In. Miami Dade County) and/or the AHJ (in areas other than Miam i Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated pages 142U1 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. 11amon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and .sealed by Craig Parrino, P.E. and b 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 fy. P p ] g C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER}. fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.F.. 1. i3y Miami -Dade County Department of Perrrrittirrg, Environment, and Regulatory Affairs. 2. Calculationsfor 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. f'Vone. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 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 1 of 1, 1. Quality System Manual for 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 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, P.F.., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I throw 3 of 3, prepared b Craig Parrino, P.E., dated March 24, 2003, last l� p P y g 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. certi to compliance with the Florida Building Code, 2010 g •.f}' . g P g 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 # 13-032I.07 1. None. )MISSILE IMPACT RATING: Large and Small Missile Impact Resistant g p 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", .sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino; P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None B. TESTS 1. None. County logo. Craig Parrino, P.E., dated March 24, 2UU3, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no I None- C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . 1. None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. mi any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL, CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. 'None the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By 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. 1. Notre. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. ;fl 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 /' t 1.1 ! i /� J•i 1 N o � E-5 as well as approval document mentioned above. L ielmv A. Makar, P.E. M.S. elmy A. Makar, P.E., M.S. 6 fHelmy A. Makkar,ar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor Z o l / / NOA No. 20-0630.15 MtAMFDADECOUNiY % /�tL �- �, NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 NOA No. 20-0630.15 u ,,, * 1 ✓ Expiration Date; 09/11lZ023 P Approval Date: 08/20/2020 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 � j 2 Approval Date: 08/20/2020 1 Approval Date: 08/20/2020 Approval Date: 08/20/2020 s a U t[} Page 1 E' E-2 E-3 ca q u a n.. Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNMER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. S� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By 114iami-Dade County Department gfRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER L Compliance better with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition. issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, .signed & sealed by Craig Parrino, P.E. $. EVIDENCE SUBMITTED 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 "Precast and Prestressed Lintel Details", sheet I of CL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 O Q through 3 qf'3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on U January 22, 2019. =3 B. TESTS 0 0 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE M M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS Q 1. None. F. OTHER 1. Article of Conversion for a name change. O LU CMellmy A. Makar, P.E., M.S. 4- Helmy A. Makar, P.E., M.S. Z Product Control Section Supervisor Product Control Section Supervisor J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 -J E-4 E-5 SHEET N0, March 6, 2023 PA 1.5 IIILI ECO INC. TiLLIT TESTING a ENGINEERING COMPANY WAI TRR A. TTLLIT, JR., P.E. aitcwiwa.:,., ,:, NLPL'.LWcrux::. _. FL C A Li-, v., -, - PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28. 2020 PRODUCT CATEGORY: Shutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC. 4800 S.W. 51 Sire,: Davie, FloridaK• 14 1, PURPOSE OF EVALUATION: This Is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System iD # 1906) to the Global Protection Products, LLC Rule Chapter No. 61G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT tP.E.D,i; Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and scaled by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral partlo)# ...Os Evaluation Report. �a�``\EP A. TI(rff,fo,,,, No. 44I67 s£R.. r1.I_T ., '7-e .,jOPIOP,.•X�F`.' 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phone: (305) 871-1530 - p9h,i{� *Owl Hr I ul"".Sl 1 PRODUCT-0.ArIATION [tEPOR'1' NO 20-072N.07 2 2.2—TEST' REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911811996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P-E-, Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009. signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P,E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009. signed and sealed by Frank Grate, P.E. 2 3. STRUCTURAL ENGINEERING CALCMLATIQdS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P E. 3_ MISSILE IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4, WIND LOADS RESISTANCE; 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15. 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18.. 19, 20 25 and 26 of 26, of Product Evaluation Document W.E.D.), drawing No. 20.176. 5AINSTALLATION: 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 (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8. 14, 16. 25 and 26 of 26. of Product Evaluation Document (P.E.Ill drawing No. 20-176. 1; �,_.,,,A.,,, :, J.: r T •• 2• r \,DENSE .9 _f ---- -='_-�10. 4.4167 _ -o STATE OF rw -J� 10.1 FIO���c /H114,im H11 _____­__ GENERAL NOTE : - 83) IN CASE oMl PRECAST STONE, OR PRECAST CONCRETE PANELS S-,uI DN WUDD BOARDS RE roijNU ON INC (VALID FOR 20. GAGE GALIANI g.sr"DSCyRM PAAIIII EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH IN[ MAIN STRUCTURE_ BEHIND SUCH PANELS _ ._xION DOCUMENT (PCP) HAS BEEN VERIFIED FOR COMPLIANCE 1, ANCHORAGE SHALL BE AS MENTIONED IN 91) AND IN 62) -, . 4 ;•,.. J , - T,IE FLORIDA BUILDING CODE (c) TG_E1S15021G_ Il )MN_ 51!_Q CS&soa �. � = hal - 1/4-t TAPCON ANCHORS, AS MANUFACTURED BY I T W BUILDEX. INC DESIGN WIND LOADS SHALL. ILE DETERMINED AS PER SECTON 1620 OF THE ABOVE MENTIONED CODE, -aHURER$ - #14-10 PMNELIUTE FEMALE TO µD PANELWTE PLUS AHCHONS. AS MNJIKNREO B"r RCO CONSTRUCTION PRODUCTS FDR A WINO SPEED AS RCOUIREO BY iEIE JVRtSDICTAN WHERE tHESEWII I BE !NSTALLEIt µ0 FOR A WIND SPEE ITr (ACTOR EO BB5 E 4U SOIC 7-/6 AND SHOAL_ SH TERSEXC* 1ME AKx TAL DADSCREWS - 1/4 `P MAC PER n 0.5. OCSIL:N PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, 19 & 20 - 7/16•• . 5/8' WOOD BUSHING. AS DISTRIBUTED BY AL POINT SCREW. BOLT & SHECMLTY CO IN R VERIFY M TT i M 1-1 ORDER FI K E ABOVE CONDITION, ul MA E DESIGN WNW LOADS INEEI PER 6 L 1) MINIMUM TNMEADCD INTO W000 OP TAPCON ANCHORS $NML FIE 1 1/2` µC 2' FOR FICO PANELMAEE PLUS SHALL SE RFa CIDIII TC DESIGN WINO EM 13 06 MULTIPLYING THEM ONO;. IT; DER AILS IDA1gN AUTO PANELYALE FEMALE ID HEMRST E RA IN TT COMPAPE THEM W/ MAY (A4D) DESIGN PRESSURE RATINGS R[.UlEO ON SHEETS R TNRV tl. IA, IS. IE, 19 A 10 O) SHEETS f 2` t0i THREADED PERETRATON Or LAC SCREW W'O THE WOW FRAME UNr SHALL BE - I/?• RO "'BEADED IN CKRDEk TO YE1a8Y THAT ANC2ON5 ON THISP SERE D A S NCREASt N ALLOWABLE E D AS TESTED WERE NOT ,AC SSO 33 E1NEtAA ,ION S U I1NIL. BE CONSIDERED AS AA OF 1E EO "laF" EARED PENfiRA 91I p T INTO TIACC S N PART T R ,. THREADED " STRESS TOR WIND LOADS WAS N � IJSfO IN 7)•IEW ANAI.v5i5 FASTENERS $PACING Na WOOD AILS BEEN DETERMINED R ACCORDANCE MIN KO S. 20itl C 3) MINIMUM EDGE DISTAWF OF LAG SCREWS. NIT) WOOD SHALL BE AS INDICATED N THIS DRAWING STORM PANEL'S ADEOUACY FOIL IMPACT AND WIND RESISTANCE HAS BEEN VERIIEC IN ACCORDANCE WIT" SECTION t626 Df ME ABOVE MENIIONCID CODE AS PER HURRICANE ENGINEERING & TESTING INC REPORTS 9a-569. 96-570 & 96-T30 AND C.4) WMNIW PENETRATION OF W000 RUSHING SHMI 8C 5/8' If4' I-20 SCREWS USED SAKI EIF I Ij2` LONE 4NtlMUN FENESTRATION TESTING LAB INC, REPORTS ii & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203 SHOULD STUCCO COST AUTO r' MINIMUM TOR WILLS W0M NO STUCCO WELL AI TEST Of 54NM FLORIDA I0219.0I -09, AS PEP TAS ZOO, TAS 207 AND TA STANDARDS TAS aw STANDARDS NDARD C.5) IN CASE DHA7 PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW 8OAPDS BE rrNRD 0. ME EXISTg WALL ANCHORS SHALL BE L04C ENCUGM TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS 2 4 UNINUM DT _0 16 AND TE ER (UNLESS MERWISE NOTED) - SHEET L AL RVSIONS BE 6063- ALLOY W ( LES 0 E ) SEE 2 ANCNOrUGC SHALL BE A5 MENTIONED IN C.,l C 21 & C <) ', ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 31D5-H14 ALLOY. (()) ANCHORS SHALL EE 'NSTKILT n3L.LORING ALL Or THE RECOMMfNWTN)NS AND SPEC,TKADUHS Or THE ANCHORS MANUrACNREH • ALL STEEL SHEET METAL PANELS SHALL. HAVE 5TROCTURAL QUA&M STEEL ASTM A-653 GRADE 50 MINIMUM. G-60 6 PANE:S MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INStALLADON DETAILS SHOWN ON SECTION 3 tHROAXH ID (SHEETS 4 GALVANIZED STEEL DESIGNATION *M- S4.5 - IAFTER ROLLED) "OUCH e) t.CEPT -NAM HEADERS d A m SHALL NOT RE USED 5 ALL SCREWS TO BE STAINLESS STEEL 304 OP 31E AISI SERIES OR CORROSION RESISTANT CCAtED CARBON STEEL AS PER 9 R SHAI.L BE THE RESPONSIBIUTY OF DIE UDWRACTDR 10 VERIFY THE SoLINDNOS Or THE STRUCTURE WHERE SIWrTER IS In BE OIN 50015 *j W - TRIO STRENGTH AND 90 SM TENSILE STRENGTH & 5,0U. COMPLY W/ r,,OMnA 8UILDNNC CODE ATTACHED TO NSURL PPOPOT ANCHORAGE THIS SH'JrrER SHA.. My BE ATTACHED In CONCRETE, BLOCK OR *DOE FRWL SECTION 2.1. 3.3. IAMD-NGs 6 BOLTS To BE ASHY A-307 G4YWRZED STEEL, OR AS; 30. SERIES SARLESS STEEL WIN 36 - MINIMUM 'IE,L STRENGTH ID EACH REGULAR STORM PANEL WDI LENGTHS OVE14 W-8 TNPOUGN 11'- a--, AS PER SECTIONS 6, 8. 9 & 10 AMC ALTERNATIVES 8W, 11 ANCHIORS TO WALL S1MLL BE AS FOUCN< SW & ItM ON SHEETS 5, 6 A 12 RESPECTIVI Y, SHM,L HAVE A LEGIBLE AND READILY VISIBLE MARKING MIStRUCFRG OWNER OR TENAN' TO SECURE PANELS WI114 APPLICABLE RLWORCrMENT DURING PERIODS OF HURRICANE WARNING (A) TQ_Q-5n"3, eQWXP_1GD1QRETE I I THE INSTALLATION CDNTRACICW '5 TO SCALJGIULK A.t SHUTTER CDYPQNENI EDGES WHIN REMAIN IN TONTTNUDUS CONTACT Ii - I/4't TAPCON ANCHORS AS MANUFACTURED BY ItW EKALDEX. ANC (M, C' 3192 P.w,) THE BUILDING TO PREVENt WIND/RAM INTRUSION I/4• .. 1/8- CALK-N ANCHORS. AS NANUFACNREr By DESALT INC (MIN iT 3000 p.A,) •, 4-t , 3/4' SOLID -Sr ANCHORS, AS DISTRIBUTED BY ALL PLV41 SCREW. BOLT A SPECIALTY CO ,1 STORY PANEL INSTALLATION SHAM COMPLY WT14 SPECS INIRUTED N IHtS ORAWING PLUS ANY BUILDING AND :-ilN,NG Kr UAAr107NS (N n I < 3000 1 Ir 0 PRODDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO il - aIO PANEWAE FEMALE 0 & PANFLMAIE DUISS ANCHORS, A MANUFACTURED 81 ELCO CONSIRU1111N PRODiIC•S. 13 (.) THIS PRODUCT EYALLATiON DOCUMENT (PIED) PREPARED B`- THIS ENONECR S GENMc AND Onfs NOT PROVIDE NrORII (" T F-3,m P A.,) - I f4•I Cr TAP-GPIP µCHOR5, AS MANUFACTURED BY �RU-FAST CORPORATION (ic-3600 p %, ) TOP A SITE SPECIFIC PROJECT, A • WHERE THE Sol CONUMONS OEVATE FROM THE P E:, (N) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND NrAIAnoN INCLUDING LIFE SAFETY OF THIS PRODUCT MINIMUMMINIMUMA 1) MUM EMBtUMENT OF TAPCON ANCHORS INTC POURED CONCRETE SHALL BE 1 5/ /_ .:' ;OR PANELMATE FEMALE BASED ON " PE.C. PROVIDED HE/SHE DOES NOT GEV,ATF FROM THE CONDITIONS DETAIL ED ON THI_ DOCUMENT ID AM PANEMALTE PLUS AND 1 1/4' TOR Cr TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S Att"SIBi Ali CALK -IN A SOJU-SE1 ANCHORS SHALL HE EMBEDDED 7/8' LYio Mt POURED CONCRETE NO EM8ECRAENI INTO I,) IMF PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID 1f MGO.nLD STUCCOS P17„ TTT 1 4• A 1 1 2- LOUT MINIMUM SHOULD STUCCO EXIST, HALL BE ED SCREWS USED 9E C rW I' MINIMUMWIND FOR WAUj MOH NO STUCCO AND MAY HEADED SC'RENS OR AU THREADED SCREWS wJ0 UEAp. U BE EA Tel SRE PROJECTS BE By' A DL*4r REGISTERED FN49BU OR ARr}.RFCT WANCN WALL P.EC':MF ME BtJt YInH WIND NUTS DRALI EER Or RECORD (E OR.) FOR THE FOR ENE ENGINEER PROJECT AND 'INC MALL REATED USE OF THE P.E D. ENGINEER Df RECORD. AC1RC AS A DELEGATED F.NGINECR T[! nNf PROPERE R DE ENCI A 3) N CASE THAT PRECAST STDNL- PRECEt CONCRETE PANELS PAVERS, STUCCO OR 0000 BOARDS BE rOUND ON THr P ED ENGINEER, SHALL SVaMII IO THIS LATTER THE SIT SPECIFR DRAWINGS FOR REVIEW EXISTING WALL OR FLOOR, ANCHORS SPAU. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH FANEL S ANCHORAGE SHALL RE AS MENTIONED N A 1) AND IN A.2) W THIS P ED SMLL BEAR THE' DATE ANO ORID"^L SEAL AND SIGNATURE OF THE PROFESSIONAL ENr,tNEER AT RECORD THAT rREPARED R (B) ID .SD L-M�ac TT y { __Iy/sL_AiiTY j,_39 - 1/4' I TAPQj14 ANCHORS AS YANUFACTURCD 8, I 1 W BUILDEF. INC 14 SHUTTER AMNUTACTL'RER'S LABEL SHAu BE LOCATED ON A READr_, VISIBLE LOCATION AT STORY - Ij4- . , 7/1' CAL —ANCHORS. AS MANJFACDAED BY UEWALT INC (MIN. i< IS00 I,2-) PANEL SHUTTER N ACCDRVANCE MOH SECTION I?D99 3 01 1101 A RUILDNO CODE ONE LABEL SHALL BE PLACED FOR EVERY 3PENAC LA9E'_ING TO COUPLE WITH SECTION 17Q992 OF THE 14•0 X 3/4• SOLID -$ET ANCHORS, AS OtSTR61fD By ALL PONT SCREW, Bar & SPECALTY Co F'OiRQA au"D,NG CODE iMN •'C.1800 O.") THS DETAINING S1L,LLONLY BE - r A-eU PµE1YAIE FEMN1 W AUTO PµFI,ATE PLUS µ[HOPS, A$ MANUFAti'TURED BY CLCO GONSD1lN--DONNNN, CIF FLORIDATO I DBTAN PERMIT; IN oHE STATE OF ET RODU IS (MIN 1 AANCHORS. A, - •144' # OF TAF-CAIP AS MANUFACTURFO 81 TRV-FA51 CORPORATION ,��ER D IT MINIMUM EMBEDMENT, (F fADCON NCN0R3, F:1CO PANElMA7Fs AND CF TAP -GRIP ANCNON. IN10 Da C(PE.'' `TC II 0,4. ✓''''i FLORIDA BUILDING CODE (High Velocity Hurricane 2ona)' BLOCK JNn si RE I 1/1' �. '•, .. - a)CIn Tn-rz�G K " 20 GAGE GALVANIZED STEEL STORM PANE) _ NO 4 167 = �,,,,, I• - --•' 8.2) CALK -IN & SOLID -SET ANCHORS SHILL BE EMBEDDED 7/8' INIG rHE CONCRETE BLDCK UNIT NO C INTO T 0 I • PER , r 4' I-' 1 MG MRIMVM :EnOUVU T CO 0 $ 1JCC S Yl1 BE / 24 SCREW USED SHJLL BE /1 L 3 UC '-- ---- - - ----. eA T9>o I /w Gl00Al PROTECTION PRODUCTS. LLC. WAU_ E,15T, AND , • MNNIJM TOR WALLS wT.H NO sTuccD ' -o : SJAP DH.S.. OF ��-' I L E C O 1 Mc �s,90.r-. F .l i-tuT 1� c9NiP. n 11,.. I( LC LTA. u.NOREWPw ON d" F Isa.le� IAA.,)-_.- 20-176 -.,A-_ '"r, y cN... ..� Ann ,_ .,w�'I: Hv I. .,,`S,�ONA S"J� "w/OAR G ODr.I B'� "' Vp, ,,,, -..�. - ,n 1.., R • i - - ROT c ze INSTALLATION DETAILS FOR REGULAR PANELS' 1 -" INTO EXIST) el POURED CONCRETE QR CONCRETE BLOCK STRUCTURJEEANCHaR6 CONCPE*E :wCnpK (SEED,.lt ON 1Ro,A2N (srt SCHEDULE w .S-ar's a r CDIICII[TC ANCna6 ,.En5 a 1HR0•JGN c I - ED ICON,Rr7E Ar fA,OR -- - (SEC wHCoL E oR II -L )SEE SiMD,AE ON ��� - I 14 EXISTING POURED t , { LI m a rEaTO7rA• t) 1�'` Ex,STIRG POURED - ,, J 1 s4lf _ a THnA'ON 9�_ - CONCRETE REWIRED ca. , •.i�n1a3/.• ss ecI 4 CONCRETE REDUWED. I WTI - ,/., 1• M.n - rf' & ,, -1. 7, ;, p•s5 inn ( irs. anc / 1 ,nil: aRa -.-K r .RRD E D 1 , I a (, t I c Ca6pEE I -�{ ��� I I (r-,, E-D. I'llI c L, REOUTAEO I e 1 1 G C�OI/�CI .E REOEKDRCD I .J �-- D. + I G 1 a, soKaAE 1 ow , aPilo'• I ' I•'G a S , I ti I I EYON mo . A v..eP.., 1 N J W. - e I I I 1 Iz 1/1' o c I I 2 ,/Y OC � I m :'A; .,K I I� � 6 ;" � i '� ggyy I M. ,CN1PM I i � r day$ K _yam R ASs I ( - oaslw0 I I ) 'Aral ro A%nD. I ,_ t. , 1 T0'• . u snrMArKa— I t (1�T • Ana , I , DAs9 I I 1 I I E . i I I t 5 -: THp , I 1 E I I I 1 Mrs _ � o ' r t I I 1 i I 1 f ; I( { 1 I I 1 L !' I I I A' i I I I 1 I I 1 I , , I 2A'wl/31' I 1 1i I I I J : t 1 Ir•rr3_ v 't T �ma I 1 I 1 1 2; Yr3/32• ii I 3 1 i 1 1nc"'oRT . 4 1 I - 111/J• cc dal T-H I i 1 t E- gr- � FASTING DOUREQ E D F ,! 1 I 1 1R' Ot E D 'I `' I �' EnSr+NG POURED [ 0 I + 1 I/7 oc CONCRETE OR 1 ; I OI,a , LMrnNG POURE_O I; I , CaNCRflE OP 0 I C r CONCRETE BLOCK 1 Ripe STiQ • 1 I CONCRETE OR CONCRETE BLOCK fRfLLL--^^^------"•��� REWIRED �11 ,/1- OC I rU I CONCRETE BLOCK REQUIRED = --- A __ _' 1!S t ) j RED IRE , 1 ,2• I ' /2' ' 93D' ( eAtSTNG PC4RED• y�f I` -- I' VNI. 1- NIn L" - + CON[AETE / -(-GC t° /.'.-- - — �- REWIRED=nminwl •-0 4 wxT ( �, 29 ii ill 7�, J//s ..OHCRER ucHH13Rs \ CpyCAER AFA7K,R5 - COKRCn NC.0i � 4 - • i�4• COHE.nLTF AE,O.ORS .0 N„T� ji6.J%.• STACCAACD r/ STW - AA' C'^'. HM O C•In (SEE SCHEDULE ON (SEE SCHEME ON (SEE SC.mu " SHEETS a TMtaGH 9) SNEV5 a MRi I) ...-I (R TS�a�iMOVGD"N /) �' s.s i 1- oc SHEETS a I„RC,XH 91 WALL�MOi�MG( CEIUllCE LLI1D FLOOR MOUNTING BUILD - LD QUI MOUNTISE ALTERNATE BUILD OUT MOUNTING $J;GIjQti,Z SECTION 3 aCMN__4 SERE 3/8.1' scAu 3/A-,- SCNF 3/6-1' si,".- E I 1 1, E.O. - EDGE OISTANCIE I st menus I ( 1 (SEE SCHEDULE ON -1 g l,N.. `o SHEET- 8 & 9) f=c - I I d I 1 yy �1 i71� j I y Nort_E4P_�ENIlON OF SE,'T(QN� I :40 i col,S1e.i SRO e I Si /2' ac. r TOP & BOTTOM MOUNTINGS CAN BE a.t I ....ItI1.41 ...AI,,,, COMBNEG IN ANY WAY TO SUIT ANY ,: P \EA A Tj( /j'A. INSTALLATION EXISTING POUREDH 1 - F - FLORIDA BUILDING CODE (High Velocity Hurricane Zon• CONCRETE 7--,C - *; H 7 - REouREDs 20 GAGE GALVANIZED STEEL STORY PANEL ° IQRS = -a,- * , WTI A HATE n III, Z \ m/»/2o10 a Ro 0 9) 9�.. , F — GLOBAL PROTECTION PRODUCTS. LLC. D r CLIUNG AND F- QOR MOUNTING ice' ORio' 1L E C O trac eoP sw s rREe r ''i s • TILw MM a [NOIMEE•RD tDY1'ANY OLHC. rL I— SECTION 2A y %i r/ f 'E _�� an III. a e ms n snw PNDVE (9s m9-7a.a rAi (es.)ae1-e ,r ( 20- I )6 . fhAAl ,flNl w (ml A.G W.71v Ir01 Ire -AMA m !rMWHe Hn. C XAIL SIGR4t1NRC/OAIC rµtER 4 --I A P C • YH[[T , O ?e DUCT EVALUATION RE.PO[Z'1NO,211A )za Qy P-MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 end 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITION8.OF U$ - 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tilit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ♦�NN'I'E k FA ,T i4,1, A'o P� , .•' vCENSF ' ✓9 -E�- c,':-'i - -_ o .Ne. N %O:^0AaYFr4r.t0A1 'A,,1"S10NAL'E ,W /,Hill IDUPIa', VVATILL D:I, TILTECO AOMON RECORDS ) P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANEL DR WG # 217-176 i REPORT # 2D-072&01 1 L ECO INC, TILLtT TESTING & ENGINEERING COMPANY WA[.TERA. itLLJT, M, PE. PRODUCT EVALUATION REPORT UI ef.;l,. L[;,:II -I F 1' . 4:, 11:1 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY Shutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProteDtion_ProduCts, LLC 4800 S.W. 51 Street Davie, Florida 33314 T PURPOSE Of -EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2A_.. PRODUCT EYALUATION DOCUMENT LP.E.D.): Drawing No. 20-175, titled N24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07127/2020. This drawing is an integIk*Ig,,tr�,xf,tis Evaluation Report. ,11`,, E.�,,:.,,1�(/p - ��P '�\'EN-'' `NAPE'': -z -- 1-f4b- f-1167 -r:10r 1 * .*_= P I STATE OF r�4 s Lc'•..f/ORtOP . •,k4 'Z iF •. Cat ♦♦. 63.55 N,W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871-1953&Ii+ 14 y�3i30,t-t 531 CQMPONENTS FOR REGULAR _& LIFE SAFETY STORM PANELS (SCALE 1/2=1') - 15196E (TOTAL WIDTH) - _ 15196' (TOTAL III - - -_ - - 12.500- (EFFECTIVE WIDTH) _ _ _ _ 6150E _ - 1 ]I5o• - , 71.350' - - 1.3f501 - ♦ ` _ ` 500E =-500E - t - - 0,0]6- NW. iMCK ^, 1.130• - ' (- _ -i ID'o' _ I,� : 1 1 �. 3e' Yh MILK 2 esr ,, A .i `Tv,�.q ♦) �- ... - -.- --y,•.�- / J ♦ HUMMED ' I WA ?.657' ^d1vNN4ED $iFEt . A-11w T - GRADwH / • _A 2.000E 1 0 . // lYP 5 .0 YY ' ♦ YAN17E0 STEEL •'TY A- ) i L OS _ '<` - EDGE - 1 T - 2.000E 2 TYP � DETAIL A_. FTIMED •\u _ eo GALV EDGE f A-. E0 ` I_QEiAII A - _ - - _ - _ _ _ _ ti GRADE SC uw.n.lY `•• /4..8 _ _`_ _ G-60 GAMY � _ _ .1l0 '� 1350 -J _ EDGE DETMI A ♦ I , 46IT 7 I 6 �' Q STORM PANEL 10 END STORM PANEL = 2 te1• - " 115p' 9--...---1 ( - 2.t67- PANr1 Y ENO UP w/ N[MMfP EDGE , ,s F_ ' 1 250E I 1� W' It O. L-=--�-1 R.e OR• •' 1 "p ,yA /-'f:0.Go. NOD' �I I •Il ].!]3' A93" 1,093E 'I Iij(� IW' R a 1 125' .180- - I 093E ' 2000E I500' - 7�. 1/IY-2q I/4-t-20. .125- 30, SERFS RH SEWS _ n' Ss Solo RN[TED WTIA-'.750'•- TO ANGIE a To ANCLE • 7 /Y OC 11 •/.• O.C. .-.1- v ..- t.5p0" ``�\ 2.I125• � � SETS .939E 9J9' SEE _- 0 Z50 � _�-i , I 11 I. .Il. Dg3-'. i- 1 R 0. 7 , J S DRAL I '125" ,?SA OCIAA , I HEMMED --� a Ii R. a , 3'll i I\� I -7 �1 ij % �•�-LLt. !1, i . ' 1125E T-�/ 5' 4br - I —1.5001— V I 1t 4 r3/l Ml R. R. _. 30'\ .- I.SOLt• - ISOMETRIC VIEW DETAIL A 1 �. � = I ROUNDLET CORNER O ENDS OF PANEL'S FM w ENO UP W( EDGE (I-) �-HEADEB O 4-_ O ANGLE 4ANGLE WITH STUD �i ANGLE WiTH N.HEMMED SfYEBSE STUD I - _ 1 VARIES I SEE. On, F--I 1/1. A 1/,A • 344• 1YP TOP EDGE 374E 374E 046E ABB' - 750E - 390E ' 375E t 407't 063E 635• 0 O PANE1 / 115 , 188'- - , 31D• _ t , , _y T 1 ' • 2)0. 656E 640• ,25• .'t-10. N SERIES _ _ 53 STUD RNCTfJ TO ' HOLE a T2 1/2' OC , E-,'' I 390E , I I , 1 6 )1' f 1.67 t'f_%,'SOO" t .062E 1JJ 'r-' 6/ra•t HOLE FDR ..SAD COGTXIN AT EVERY RAH" D.FRlA9 ,,'I1063'' - - 95 ]' ( J. 093'. , 015' --R. L 25' 060E �j ' , 760` 7_000' I- Mn �. O KEY HOLE WASHER iss' - �. - 10°° - T ) - - 063 _� ® "F' TRACK ANGLE ® 318" "F" TRACK © FLAT PLATED Yew ,5' ,GAG 0.036E (Ii -' - 094E _f GALVANIZED STEEL - _. ' -i" ' ., - _ _]14't -)1 8DE] ,11.i,110 TN/I,� q,� \��'Q A. Tf(��j4kW oy1P: \ Gr- Se . 1 �}� STUD ]76'. I ^ .38•0 675'. O I-. 1 ' - - s : No.44167 315't- • 625•t : 's * : * ' * = FLORIDA BUILDING CODE (High VelocityHurricane Zone , 230E o6l-.- -` ZAMAC NICKEL - - ,25 _-'- TeTS' TiATFo MrxG NUT EEDDGE OAT PANEL - STATE OF cc z .= M"I K • kA 'Q P , �, 'Y-' s O,E:•., � 20 GAGE GAL ZE STEEL STORM El r. GALVANIZED M PANEL ORAwN Bt - I.oW. _ ��p�� ® SCALE:�'-i �Y HOLE T L A PANE ,tOgLD-, �� _ _ ., LtS • • ` .• • -�' _ 97/>./to11 ., / - � GLOBAL PROTECTION PRODUCTS, LLC. „� v OI��`-� -. ,,L ECO N ® 2"X7"Xi/4" AtFANATNELY. 5[ MNG lAll W/OUP �. 4 1� IM A�bH111NA / �+ NWT TESTING! OFOM"R1�cOYRAYYI yT. sw m .bop sTratT bN[. R JJJ1. 20-176 C ALUMINUM AN-1 .ONOIITHVC NAS+,ER .'/ ADDITIONAL ,'V1./��A ,: ;' „� 1-1'";.,a r_.. � 0,-I'- PI,p,E. 11'")MR-75., 1. (9'N7mF-ar97 • 7/8-.43/32- W ER (STARLESS STFE1 04 NCIFL P•,ATED 5TFEL1 U-00067 tp GE SEAJb. TLWtI.`t wKITR A PLAIT Nr. rE rI-1 LK 0 .147 '� III 2 an I- _. _ --_._ -._ -__ ---_--------.__ -._.-- INSTALLATION DETAILS FOR REGULAR PANELS'.1. 81 y _____ FOR IIdSJAL1AT10N IN POURED IN 0 EXISTING POURED CQNCR�T�QR_ CONCRET -81" STRUCTURES ���F� [�� I jy� �� [QKRETEy O -[ —�E'J� p [�/�pL� �y�}{L� GU-N DR IAELIIATE 2NAE IC ,'.. 10.3/: FS Vf Jy/_ QR_•f,QQLA&_U Ts._ �r i•1.!.-.^.`.C}..4_-fY'M�N JI V7EISE PPAi •-�` E_`�!.`iSt caNn+nf AHoIaR WI(d 4 of "At IT PLUS OR U TAP �f.RN 90L5 . /s-•.7 3Y .1 SCNEDIAF ON S1En I A 9) (SEE SC4 THRf ON I - WNG 1, 1 I I SHEETS t tN,MAGn 91 ^-t• _ _Ma _ ff _ 4 4R 1 T /?. 1 I 103NCC PfY AED - --r_ _. I 1 E D (� I r �`/-• 14 - I i K*LNIED I I ,:w. I �j ` //��A'•¢ n.-- ^ � I I -Rey 1 I I EI FINING POURED i I H� malt - - - - t I JVI CONCRETE OR F. A"'t I t--t, CONCRETE ROCK I i 1 {,1 Z �^", 1 t - REQUIRED. I 1 O I 1 l I I .", J CASE A (PUN) G" 1A I � � 1 a .' . , oN• I 1 O I I -: :Im .ten ! 1 I . + SCALE 3/10-1' �'t• n i I • _: * .5. tA I 1 i I N CASE B (PLAN) __ I 1 MAA%" ,"vn 0'.--1 i ,.y S:Jut. SAIL-1• 1 y -WH ii: w ' ' ye[T : t t ; .. �� ro wnIQL�+A.1a" i ,• "i, d NI O1 wlAl. i<eL' row - itFW.a.a. - , • .on IcIADl i / i I: "t: F LH-H•+r XF ,«ALAI. -._ 1 1 . I ,�-Nd i H A Aw e,K I - I . I TINT III � I 3 _ o� _ t ••• • 1,/Y0 i r 1 1 i t _ _ I I r. r,.A ERRING PdaH[D E D I I .� _ r I uA.m '' „"� CONCRETE & ,(V�7 CASE C (PLAN) R.,N no &a. I I EXSTINC POUREr, L D t-" i T CASE D (PLAN) I I CONCRETE ON A SCALE 3/,6-T-T ] U REINRCE ROCK - / Ss - 5 C • a RED , _ I/Y ( Ap - tloil: /(ati.3/31• INM rnr+.c W. :N OR PANEUM'f -_ _ - ! , _ - - — YA 6 6' 0 C .I--' c ro = .v .. •n , Qct D ANC_TF CONCRETE Nc.oRs I , " Iw a p� °1'I�- n TGRI (,Ef sCHEDLAC a. � 'Ott SOHEOAET DN SHEETS a IHROLAH' I) S<ErS 5 A 91 WALL MOUNTING (DAM.) BUILD OUT 11,1001 NQ _ __ SECTIONS S k 6 SECTION 7 1 M_ A ITY_ �,b,, -- 1 ` t ­1- SCALE SCALE 3/$-I' SCAE 3/B.+- —� a Rrrtrwc .ErH> [LcE OF EXISTING • NEW 1' SIDE VARIES : 1/e' E.D. -EDGE DbTANE'E -` - .. .` 1 OPERMNG (SEE 5(:HEpULE lk+ ci' o. _K" ALuM. lua, OR I- (PLAN FC E F (PP ) WOODS STUCCO) Pi wp0p PLATE OR ' 1 1 _ SHEEtS 8 8 9) SCALE 3/,S-I- COOD BAND • NEW I' WIDE . VARIES A 1/8" I I' 1' ALUM TUBE OR I• . VARIES 1 Nf,IT"F R CQL BIfT �S _jEj•�Lta(Y`Z�SQE W1 QN5. f P 7 w600 PLATE SPACEP j TOP It BOTTOM MOUNTINGS CAN BE ' REMIND i,iALk CONC7LLTE ANL7.DR6 1 COMBINED IN ANC" WAY TO SUIT .1 CASE E (PUN) (SEC SCKD.! O, 1 INSTALLATION SCALf 3/16-1' Slk--15 a THROUGH a)` I 'DALK :.on1 1 /rAAA W : -----� P�K c2 - 11''6piEP. n((/ ' 1 EXSTINc POURED - �1 CE ; •. ✓, FLORIDA BUILDING CODE (High Velotit Hurricane Zone) --CO.CRETt NI Hew,---.- -- CONCRETE OR H.. —1. LfNG"• a t' lsrE SITHmIRt f /a' M;n .4N P-S. HflGHT M of CONCRETE BLOC ,nw a oNATfR THAN - NO 44167 - P= "LTI= Ir- 20 CAC£ GALVANIZED STEEL STORM PANEL �­ AN-1),I ,., 3' Nb. PECUIRED A.LAr4 Karr - - _ _ _-___ x SECTION X-X _'_ * ; * ,� FKr !%e.'- =_ -a.. ii-opI '-'-`� i' `•. GLOBAL PROTECTION PRODUCTS, LLC. b' a 2Oi0 s TEOF. IL ECOIYH DETSIL_FQfPACFBS REQUIRED AT TOP OR = 9'. _ * - \ ew sw. r sitar 134II4!!_ TRACKS AD iACENT TO STUCCO/WOQT3_BANDS '.,��`'.� R10.. p `LL�r�T - tNaNEE aN• coY1ANr MM F. - 1 A St, sfm-IA1"RKIo.. �wa�. nQMI« ,a.CFE (9s4)Na9 7 cla.)se9_e717 I 20-176 A •s/ �XA G 000a7,9 1 IXeHKt.c NY 'AEA,, NIIAM lWA,•- SALTER nwr Ir., P.E I m > -..____ 11-LA UT .".. -- SITE) f DT I6 PPP�2-I>L�E J:l'AI 1—1-- 20di727.02 2.2, TEST REPORT$• Large missile impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3 per ASTM E 330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01_ 01 dated 03.11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P,EI 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 November23A 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical. Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jacbfano, P.E. as per ASTM E-8. 2.3. STRUCTURAL INCJNEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12118110 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3, MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1 A2 of the Florida Building Cade, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESIST PI 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E0.), 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. LYN11U111N111% .�'~ A P A, r�iv;1,� _ 4\GENSF'• �9 I.nA'4'M167 = * .* - q'• STATE OF .. - ;gyp. FCORIOP rack .. 1()AI it •���i♦♦♦ PRODUCT EVALUATION REPORT NO- 20-0727. 1 1 5. INSTALLATION; Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 6. MATERIAL CHCT�SIICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Prod UCT Evaluation Document (P.E.D.), drawing No. 20-175. 7_,J.(MITATION$ _AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-1T5 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 Walter A. Tillit, Jr., P.E. (Florida License No. 4067), President of Tilteco, Inc. (Florida CA-0006719). `��\' 4\CENSF'' `�'A' '21 d4 1 �7 Il _ * i* WAT,LL _ , Da TILTECO ADMON RECORDS L P. E. REPORT.20 L 13LUBAL Pao4,�1� N PROD OCLS,.L�yYZ4 GALVANIZED STEEL STORM PANEL 1DRVVG IT20-1751REPORT Is 20.0727s0 �� QAtO `L 1',,.'-S/ORALti C�a`° "IN.1111101R 1/4, 2/4. 3/4. 4/4. 5/5, 7/5. 1W/10, 21I 3W/10, 4W/10, 6/5 511V/10, 6W/11 h 7W/11 _3• MF'X_ _ ANCHORS. FOR CONCRETE St[ SCHEDULE ON SHEETS B & 9 J• MVO_ 1' MR rOR WOOD SEE SECTIONS ON SHEETS 10 & 11 1' MR. __ O O O O { - - - - _ _1— _. _---1 - - - _ D.M..2.3.4 r'T T r T - r - - -- T ® , 000 _ _ _ _ ®'�•®`4•©III I i -- 'I T. vAp _ 1_ HA. BOLTED PANELS W/ I/4a-20._1 - - - UNBUL'EU PANELS S.S. M.S. BOLT W/ 7/5' . 3/32• (SEE SECt10Ns AS - WINGNUTS O EA OVERLAP APPLCABLO (SEE SECTIONS AS APPLICABLE) . II D.M..® (4.` —A{ I o o Ate' - --. ..-_..__. . - I O . O. O.. _ 464 a- 1 ®{©.GH®•©Dr it I - ,.. - 1/4, 2/4, 3/4, 4/4. 5/5, 7/5. - MI Mx - 1 W/10. 2W/10. 3W/10. 4W/10, 6/5 51I 6W/11 & 7W/11 _ ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 0 & 5 _ FOR *000 SEE SECTIONS ON SHEETS 10 A 1• REGULAR STORM PANELS-1- &- .!_A ELEVATION .IE ,/,• MAX NAP 2 67' Iwo. D.4RL)V' -, ii VA,1E1) 1f 5 i y� �Y EN No 4a167 SECTION A -A *'. * I. y -c..• ATE'- _ '� INSTALLATION DETgA_ FL�R REGULAR_PANELS 3c" INTO EXISTING POURED CONCRETE OR CONQ ETE BLOCK STRUCTURES POURED CONCRETE POO 0 CONCRETE PQUREO CONCRETE OP CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED CONREWIRED REWIRED SEE SC. ANCHORS ON CONCRETE ANCHORS Nor S N AJLF ON SHE SOHFOAF ON (SEE Sl71EOulE a,Y (SEE 6bEOJlf OR 511FET 9) SLEET 9} SHE" 9) If --,r 7— t ,E _ 1c I I I , E'D I CD I 7 ED Jr 1' t- ". ( I I I 1 i I - RTWR _ i I 1 Mn avwMTlw TIT I - ,A.MDM 10 1 10 tAArs 1 I 1 I,Aa fRT O — M, ,/i M.,. GAP - ,A.. - 20 GAGE GALVANIZED STEEL STORM PANEL E° IR.w, M JJ 1 L E C O two. '\ GLOBAL PROTECTION PRODUCTS, U.C. of/,�tRmm MOG S.w 61 SDi '*A" F�srw� ENG�NEOIRo cGMPANY HW ,.w,-n,-,wst r-, fs 1j PFnT'-i'MMIw 20-176 � RYE, ti 3311. AMNE (9!.)6a9-]546, - (b.�-nA] A.s -- G-0006]IS M_ _10, A Di W.M161 .'.I - - 9ai1 3 M M R I: 5t I •Q1 Q (�L I .:n 1 `. G 1,/..-A.1 s.s lists wJ f .. I •O It/1'•-]O,t• Ass ,fats •/ 'L Z �y'1. It/:,-70.1' $ ,•, I9.S 9a19 w/ Iy,n I. -1 I O I ]/e'• . ]. w✓. TNT a fAXH OVfRLW 7/a .riI !� I 1 ` IttF w [AGM d9 11/8' ]/52' I ' i ,E 1,INC N • � : �`-' ' 1 a 41 $9 I . 3 i� 'I/ { I I r � a 1 ANCHORS- FOR CONCRETE SEE SCHEDULE ON SHEET 9 _ FOR WOOD SET SECTIONS ON SHIFT 12 3' Ma. 7 6'. 3' Mp. Yin ,MIN ITERLM: t WHOLE VALy 1 �e. S. .t71L W2 - Mn DAIL Ao MM I II1 I _ I I I , i t i I 11111 .-1IV� I 7/a.o. /3Y LM a M.. - .,, _ e I 1 i�. : I t I i.I i I� i i I { I I , , __l _ _ � ' __ � .-L 1-----,-,-_, I,I ffflllj I-.-- _ _ ' a. 9. Iq aIE�E �N 3• tea. - i I ! f w' Lss i . I SO7L =aT !,' STILT or'1''1' a.♦tS--1 I 501E 3- Ma. D.Y..® o, 6 MO q1/a • Mr �'`OF 1• MAX Of •L• I' MM. I - 'a ,ARK { I '(1) 1 I � MAX _ ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 _ •7. FOR WOOD SEE SECTIONS ON SHEET 12 7/Cb3/n- I ( ' 0EY17H ED 11AI, ED ED i '.. mo • 12 i /! o c 11/ *,,,,..� S00 1, 4'1-20.3/4' S.S. BUT W/ 7/a-.3/32- III NUT 8 12 1/2` OC pout E A* m STADOCRo CONCRETE ANC,ARS )SEE SCdWAE 0. / STUD (SEE SCHEDULE ON SHEET I) SHEET 9) PQ'. COCRnt ON PWRED CONCRETE OR CONCRETE BLOCK CO7ci MOD. KOIMRED TDOI nD DIRECT�D���OUNTING INSTAILLATIO SS C DIRECT AND WALL MPUNTING SECTION 9 SCALE 3/5-•' 5[ALL 318-1' E.D. - EDGE DISTANCE N21E FDR "N5R QN_OFSELIM. (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. cONCJETE ANCYIDRS (SCE SCHE01M1t ON SMn 9) 9L :1 OR RfOURED REGULAR STORM PANEtS'.4; =T- ;k (� ELEVATION SOKE 3/3 1/,• IMX NAP 1.67E I I JpJI�� /t\ (MN O.EtdM_ t III VAL,m • _ 1 �Lj \J n _ _ _ T/A• MAC (:AP A. SECTION ASECTION A-A�Tvl SCALE 3/32'=I- FLORIDA BUILDING CODE (High Velocit urrican n ( yM •2oa _ - C20'n nLT�O RS 20 CAGE GALVANIZED STEEL STORY PANEL `° RYH a 1-so-\ GLOBAL PROTECTION PRODUCTS, LLC. eT 0/Imo ,'• 11LrECO1Mc .am sr. s, 5TRW 20-1 76 ,,. TILL,IW_ a tNe,� RAID SWAN. N- • TOA Wlapt . .1. OIM IL I— A•OM- (154)tH-75.5, HA, (15.)Be9-.Nn -- _TLw/art G OOpe71, wN U_ .+%. 14E _ __ _ ENEt1 1 a 2E _+_ N (3) U) (0 O (1) 0 Q_ 0 _0 O it =_ Q M -0 0- _ � -I--0)U � Cn c 0 Z3 -0 CU 0 2 _ � -0 -L C -0 C 0 0— = O (y ?: S= 0 0 Li— — 1l � Q) M L O > Q C- M � Q -0 .S:- U) Q r.� Q Z Z LU J n�n_- = Vy '� G III -A C. • LA. fa-. VL ES% +N __ Jf -C- J p CO �� 0) a1 y fl- i c a s ,s W T2 c0 S L.3 W Y,�E� LV � � Gam ,= '- � _ >= ti _� ri.. L) w a^--,+ Lcl . W (D cc-) O U) Cl_ (3) r— Z3 -0 M 0'-_ U (3) ' 1 i L. 00 LIB Q Z Z Q J l SHEET NO. SH 1.0i SQ ¢canes I I A • � ,I� °" WALL AND FLOOR MOUNTING INSTALLATION FOR :"`D:56t't -_,Ii '_ SPLIT PANELS 0T....., - ]° _n - � � a DQl . • ) _ 4 _ -3' _)� w 9Q e..) A. - t - - - IpryQD \ { "",/.•A_•• 7•ds,/•'A'_e- �_-� _ �- i c*wAm r i I/A•1 \: 1 ••gym]-n AUDY) r wa>-N .uxn7 T?_- ' 1 -T` _ .- -'--T" aauDan I Ib• 1 1' ®. ® - i EDP . 6m wl c - x _ Da ro. a MOTION) I ! T .. Eb '1r-1, I , �11'__ _ _ ,-,NunN , \ -w w w Gi I I I I'/ 2• - P ,/.. onI eptn 1 I�`/ _.,• 'II C ,L, II--w,nP. 1 A� it I I/ aII 5/•e•. - AL. ..1A3'O A/ _ /.' CDOE O MALL lit • W ; AaC,REv, MO C _9 'L I AD/,e'. TAPr:rN aL , . A,.`Ic4.LE i l' - WWtOER CIA aEU+ etAlm ./ 2 I/.• I I r'T 4 I12. ___� Hum toe ccowe- Dr �oroul nu,lb I I - I I 1 _ - 11IJ � 1 I (j'' EL /4' = I SECTION X-X + SOLE: 1/4' I' SOME: trf' tt Itp I I II _ 1 DETAIL 1 i.I I iW di, _� 5[D p. t ,PIpSSwL AN•E A6 0[9rL I / `___ ' T I17. M1110N • !>Q fPA9P' -4 M 9Q0 ��r ram:-}-{-r"-' Mal-n - N •...., �Sfi s>rG7Y.] w THIS tNor, 4 . I I 1, 0. .. ,�,, 27 SHOT MP-aR yW/,I..• UT -_w is SS SMs . e• PC Y10. �/ n1LID SIDI � \ -• -, ] a I eI ------ rGr rA.el w '-w - `-EL w/ I/.•A T•R e0.IS tFNmH • ,gvv%AIE ,PIPE v .ANTI Pa°-n6 .4T �`---' / rIReR • Yn ( _ = A 2 A%2 su �- ,-.r.,/••.D'-MKAEf• -�`)I : '�W wwa,crcr6. 7 a 2A Y i® _ _ _ -`✓ c ] rro_ tv • -11 "n r% ®' -- I . I' _ _-.,.., v.. .. -_ _ .. . ; a P•.n • r YIAaION s4a,mlu- /' I ELEVATION SECTION Y-Y SPLIT STORM PANEL ELEVATION SCALE ,/4--1• DETAIL 2 BOLE 1/4•-, _e w..r , 5CAUE ,/8--+. - 1 LL C P.I MULLION SCHEDULE 1 \-`cowam YL'HORF N 1 (_ s„WDLu 1 ' IN i LN 5Fm1 e a .1 I C=== 11' .NEE P •_.• a. nNtL + 1 ltND1N • 0[S1G•, T-., A [ MiRW Co.." M,KNaRA )SEE SVIOu3 /,`"�'-1.]¢ scceNa ,. s. • . aN %[M e • F) `_! _ 6N 3IfSi . MULLION SPAN (R) • RfoWwo Y.n TUBE MULLON ^ 4 4'-1. 2' . 3- . 1 /6' > C-6. 10 5'-e• 2- . i . 1/5' > W-6• to .'-fO' 2' • 5' I/B'. 2-.i.1 4• > C-ID' TO W-D' 2• . 6' . I/e• • SPANS V,Pt? FOR FAS.D 2DDES" PNESSURE RATING •• NAWRALLF:3510s O'N4V�5 lAL,L BE ORIENTED SECTION 1 SCALE 3/8-I' NOTE. MUWDN CAN ALSO BE INSTALLED W/O STORM PANELS ON TOP OR BOTTDV SO D.AT IT IS LOCATED At TOP OR BOTOV OF OPENM LONE PANEL OPENING W/ TUBE TOP A, BOTTOM) Ea A. n<,4, 1'� '' 1L�•P°; ':vCENSF':�': = :' No.44167 = * , * . * 1 ' f -- ?,r a703D "[- .. NL aOt�'-.•LORIOP,. -14:- - IIAAw�3rA�1 ; IL ECOINC. '/ •v-- f IILLIT T[mMD` A �WfW.�°• PWNOmR 1 1 - mrI A,I . INn m-DUI AAIER A 1 Jr - P L 1 . IuLI7 I noRmA I..F ..,e] _ PE SE.,niziMIUR[/DATE FLORIDA BUILDING CODE (High Velocity HurrIcon. Zone) 20 GAGE GALVANIZED STEEL STORY PANEL I , „: A,: GLOBAL PROTECTION PRODUCTS, LLC. FR/n/nee .x .Moo S. S, ITRtET (P., r_ ss11. 20-176 � (95.1aW 7N5. FAA (•54)6N-6701 DAMAK, Nn • - - - .Men > a ze INSTALLATION DETAILS FOR REGULAR PANELS 1 ac :1a INTO EXISTING WOOD STRUCTURE --- _ I- �__._-y._. N,-,- WAI .r At ! " 1 I 11.- . ___.}�--J___ r_10,- = • 11 Y_ SltliaNn•/Wa•.m,Pc �" 'p""" 4.It>... - ' - .,N- u Aan }- - - i. i �.t .•>Wt • -' I••D TrL.ND .O- . ; .D'usas .Lao - ,n' uc 4Par • .- ILL ./ - /! r f/I' W. rW[.R6 IIN*- -- ,D _ ADw Nr_ /r ` .� .� Iv'.tn' (�I ,Do- 7 NIm ALAI ./ n _� j n.`,r Trnr ,e - •DOD _ - II titaWR v.nR,rawest } --. I �aW ,I Ini �• � Irr : J -.r '.s ' _ Im I: r`M��a•Ih.A IIy^i nr DTta ./ N..�L.e i . .: y ! I', .Y qi I '. nM. (.zr- I :%�a 11 I ITT I I Mir - ;J' , I I I l i / I i--�, I I E -- I 1 3i� I - / i 'a°,' cN` B , I [ _i I .L/ ;6 AAA'• 4 0-/ I _ _ ® �r -, 1 q 1 .�Li war•°IA /•• I _._C' & a I _�.� ;�,'m Da.OAAI m - ' .Tel I -I, - n. ro _� - I O61 ` I t°iO`"oAaO°N p i I 1 ,oMM -i.' °RW 1 WALL MOUNTING I I � I C I I I -I I ' I -(n- ro S R.e, I T } I I i I INSTALLATION - ALTERNATIVE 3W I I �; -,�2T _ I. �T�I -i -� ' I rr � - -. .p - 0 E JX_=1.- SOLE. ,/•• - Mi �Pc i�.�n,.t, rrr-•om- QeA. f / i I ; P N • . - I BUILD-OUT MOUNTING { '':M,. 4WAR0 ' r. 11.1 VD-. A•., "\ . • I �. - _ , �� I Lj TIVE 14Y 11®Ow.'I-.- new. ,. _1 N••FtIW, , -I' :b&,Ar : P _ - I %A.L ,. . , CEILING Y E100R MOUNTING INSTALLATION - ALTERNATIYE 4W WALL k FLOOR MOUNTING INSTALLATIONS - ALTERNATIVE 5W WALL MOUNTING (111. A,w AT TOP 15 L.'TED To *15.5-67 0 MUf. sc.Lc • 14• . _ IN`;TALL ATION -ALTERNATIVE 2W ALSO. DESIGN PRESSURE RATING) sc•_[ 1. a - SOLE- 1/4' . It >n •"YP� ITT in.iilc i -'1. 6, c: I -- rMwa•DDD ,m I I -.-- •+NNo;.'"n a6RIW as �• r NOTES, A N01.111/11+,N„ `, EP A. TICC j A, J,�'-.,, FLOOR MOUNTING INSTALLAC,ON - SECTION 4AW 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D, DESIGN LOADS NV ........... ••,'P UP TO 455.5, -72.0 P.sl. AND PANEL'S LENGTH UP TO 8'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN gV> - vCENSs ' - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PINE NO 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL - No. 4167 % S .'- 'TEC°' r< 20 GAGE GALVANIZED STEEL STORM PANEL " DAMP, in _ Ti EOl� SOMBIN9II01 OF SECTIONS: T TT M MOUNTINGS F O O MOu NG CAN BE 0 A 9 * : _ - -,a'• ST E OF 1 :9G "'. fL MOP : ' 'Z/ -;I-, F -Hu �j/-I ' ' � --I ro GLOBAL PROTECTION PRODUCTS, LLC.' °' /3°'° �IL E� C O INa MR n n .a a aawccmrw cdw.Nr .eDAN: ,$),11JSIRE[T 11ESn -17 SsS. TALK . 8 20 fi i teee 1 ka• r'•'am T rt IN I' ANY WAY O U ANY COMBINED h 5 S V N / '•A,I'S , ..� ,I I•, IYr iai' �' II-- oRAWNc Nu INSTALLATION. t 1tA,NY SfAI/SYHATWE/n.n Ft'; RAtE UA. TC9'#cuitr. `E nO•d Lis .41!] War to W n MAXl1!IJ_4_A,-5.p__DiSIGN PRESSURE RATING (p.s.t,) AND CORRESPONDING MAXIMUM PANEL LENGTH 'L' SCHEDULE I— A., FAR p,MAFtq,l tr(1a--IATY)IJS S PA. SE nIKNS I IHR I I AI DesIGN 1A%MWq[A�gS D. YD. DN1(EtLL )LCMGiN g11TW4P (i•II l8I SECiiD76I ,,,,nVJI, $EPApAi1CN DNIEL i° SECTIONS 1 TO LASS i cow,"k. I 'IND or Mcowom N F .554. -72A .55.5. -720 1 7'-5. 0. LESS 1 ,1-5' TO B'-a• AN. I I I/4' t- I ]/4' ._- � ~LAD 1 WNBOlno :. ' tNRU 5 a 7 I TMfV 5 a 7 •55.0 -720 e-r TO 11'-2' - 11/2' • AT AT I 6 . a3.6, -.6.0 1 12'-4' OR LESS ) •/2' A• O� B. / a To • 6D1M A/ I/.7-2(I,,1• SS MS • WINGNN At a.EIRAP A WD-EKrN OF PANEL MAXIMUM-A.S.D. DESIGN PRESSURE RATING (p.M.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS 1 do A& INSTALLATIONS INTO EXISTING CONCRETE �CDNCRETE BLOCK STRUCTURES NAUD ONLY FOP PANEIS[I�R QINSTALLATIONS AS PER SECTIONS I THRU 7. ON SHEETS 4 a 5) _%R,. ,so!- ms- PRESSURE R.TWG (P,F HAtmItM `wwAS SPACK FOR ED - ] I/2- •• sm,ON,APPLICABIE A cot4 6 A LENM PANEL .IIN EOL�wLT10N LENGTH •.• (n MAY m iHF]. _ _ OPCDI -7--TD- O,.P-aka_ -- cAA-IN ;N nFE]MtCO _____ PANEWAn'46__- r0 ca.urt+E • co.cAm e DTI I D TO 00,12o R fLrERR[ naa 1 0 aOgIER COQLi aacK ro COO[T[ TO cOfICKT[ a oc ro CONCRETE CVr.CI[fE 6L1 O -6' I __.__r_ N/. __ N/. I N/A __ 6' --_e. _ N/A I. -.-f- W/a .• e, -+ MA 6.-_ I (Top) -(BOTrOY) - 6. ____ 5� _ N/A N/A -- - 6• e. I. N/A N/A N/A 6' __ A' M/A 6' i N/A 6' I N/. 2 (HPI 2 (WITOM) _ 6' M/A N/A N/. I N/A s• I ./A 57 1 NIA .555. -72o C i. N/A N/A /. 6' .1. i / a' N/A r I N/A ] k . (TOP) r_S' OP INNS OR ULSS 0' I 5• N/A N/A - 6' i 6' 6• a' 6' 6• - ] (BOTTOM) a' I ./A N/A N/A 6" M/A 6• M/A a' N/A ) ) I IF I - - /A 4/A N/a 17 I/7' N/A 6 t/.' e• 7 t/2' 1 e• 5 1/.- e' 6 I/•' !' - 5 I/.' --« rr4 6 Iii-IE 1/.' e: 7 (BEiTTOY) : S (TM/BOROM; SE W17T11 1D . It FUR ANDNORS "K t SPACING to. INSTALLATIONS AEro WOOD .MMT ONID•la. L.NIM ANDIFA SPACADS AND M IRMA, EDGE DISTANCE ALIT AOK.ATED ON THIS SO4DULE FOR E D .ESS 1NYN Ap-AIM ON 9UIEDAE REDUCE ANONDA SPACw In NL4TtPLTNO SPACING SAWN ON SCNCDAE W ,IA FpyOANG FAtTM. FOR TAM OPEMTaN TO BE POSSSE, REDUCED SPACING GeIACO US1,E FA;.oR S,ML• NO, eE am TWIN rINYUII SPAaMO NDCAI[D IPA AACH .w,K)A 1YN AI ARLNDAS LCDFND. NUN= Tot ,/.•. t/.•. I/•'. I/4'. I/.•. ,/4'. TW[WII O TA•-.s FW'61YO .Worn__ WaA-♦•n IN, ARaaP gAL M P.) 3 ] ] } ]/2 ] a1 W IRY! L*) - ] -- ) - ) ,ry l to - ] ,n - Anlea Ira eta 10� leela# I In' ._._ Ss Se _ _ - - --- -- - _- -De SIT _ -. --- - ,no - - - At -- - }Try• - ,. - 'm •m :C EP, A:.r!zi;iA as c 3 \\CENSE.'•• 9 's. No. ,4167 - *',I, ,*i ,,1,."!,.. ST E OF - _.- - *-- OrF fl IDa.'GYtr6` --t y ,� : S !1 E D IL N� �6'_ / '"NIAIIIA /IDEATE Ey �y/yGMIUIE/dn FLORIDA BUILDING CODE (High Velocity Hurricane Zone e10SD TA`,_ - j 20 GAGE GALVANIZED STEEL S70RM PANEL, (GLOBAL r' AT 1 L�E C O GLOBAL PROTECTION PRODUCTS, LLC.I ° TORO /,L drt I N t1, 460o Sit. s, Int, 20- 176 pRATma rN TESTwoy 3EMRn,� COMPANY LP , .I -IPA to aen"+'°"nI n .1. ' oA,4E. n ])]I• "10ME I'Fe.s-75.s. TALE I-)m...... c.-opoa>t9 _ __ IKET • O J6 rA IT! A rR1R Ir. PE .m] - I/:10.. 5/5' � ARASS 6d.K A/ INSTA" ION _.DETAILS FOR REGULAR PANELS��' dE 117E ' IANEL LEAN:. 65 MS 5' 6 ,AMt.N of TOTE POREl NGY4,6 ro S-0' AND 6 t/i O.0 IT0 WOOD STH.�R UP T 01-1oEXISTING LEN I12 K2, 0 rC WTI ID o1 PN16,, TN Purse 1 - I 12 1/7. 0 C W1M 1/2' YYr DIREAOEO R FOR All LEW" w PCIIE1.At10N io F[AOE _. _�1... _.�._ -_._.. ; I I.. 0-s' Ye. i -.-_ : „6 Y.t+EWe • t' aG •l MRUEm w�tRr,Y11Yt F__T_ ro'i'mT.w woo Nr txR i J I 1 I ' I i !i a I ,J4 1 _r Mn- +/•q-p [s MOTS ._i IIN W/ 14"4137• WIND try• �` A•rt i ac. ED' I . __ - I rL T= 3 E0) �I _. _ .-. -..i I I I I 1.f Eo( ( 1 tit 3 nW. Eoi I - ,oil )- ATIaP ,RADw PaWm -*_i) - �, I v .IrApOI J I I i I awoo V_ I I Y - Woe . IITP� .aao NEADEN � I ° I I j. I $ S (I -I ADXAMG -1 4 I _-- I� `_,I ALTERNATIVE 1 W ALTERNATIVE 2 I I ' TALE SC>- d 9ON e I i SEE SLNEMAEI ON ' T 6 I . ti _. 'OR MP, SEPNArgR -I I S Ia a.wi5 I , - FOR WTI 3EPA14SS I ro GUISS I I 1 1 IC. I IAK RN3� � IS/R'i0• Dr r 4� � j , Ea, EOi -�-r � I EQ ... I I 11 I'll1--- Fat -.i EQi � f:0 I „'l- , 1 r G' 2. _77 _ Tso,.--. -I I j I `,.. COED n n AHAMWc i I/` I.D.. 5/A• LONG BRASS "I'ANG - - A/ I/4'.-20.2. 55 MS e 6 1/•• DC i ` ,.".-n..1 : u COLS N/ /ro'w/]Y \ �', AYE . • r PC I ..nc r R[O:wQ ..-I --____ I .OR PANEL LEMG ttS w TO 5-0' AND e 1/4' Oc FOR UGwTNS w TO a -a• MP.. -04 I !2•.: PIAR OR /14-10 PANELMAIr roMALL G OR PANEEMAn Kus . I2 I/2- D c WT, 1 I/•: SOe•R • e' Oc 3W ALTERNATIVE 1W KOMED µ/2• wit THREADED PENETN.1aw AI DRWri, or EAriirNO WOOD Purz TON v2 N•rA)m nN2 Nr(oN 7'.4• PLATE I . MmrTn• tY .U2 ALTERNATIVE STALE `!e-•' <;A.-E 3/6-,' t AL LENGIHS w TD e'.. 6' v- .,a. RED i - --1 _- ALTERNATIVE CONDITIONS R WOOD FRAME ANCHOR LOCATIONS DIRECT MOUNTING INSTALLAT19 BUILD -OUT --}-y MOUNTING INSTALLATION NOTE SHUTTER TRACKS NG- 5HGWI TOR CLARTr ALTERNATIVE 6V/ ALTERNATIVE 7W SCALE 3/R•,' sCALE 3/8-• YAA,4A1111/A1111N/„, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A. S.D DESIGN ! WDS •' . - �� P •' EN G S ' UP t0 +55.5, -720 PSF AND PANEL'S LENGTH UP TO 8'-8' \ f �: \.( .- FLORIDA UI IN t h 1 IIHurricane 8 LD G CODE H Velocity on y Z a)I 2. FOR NEW WOOD FRAME CONSTRUCTION- WOOD MEMBERS TO BE SOUTHERN - 16 , D +[Rco PINE N0. 2. w/ SPEC) C DENSITY of oS5 OR EQUAL _ N0 * 9 ! 20 GAGE GALVANIZED STEEL STORM PANEL w F 7 I NC:IE.-.QE.C.OAdL+NA_K?tLOLSEI._:47i5. 2 * i - - - 0 F� ?�# � ,a'. S T on,4/m2D GLOBAL PRO L BALL TECTK)N PRODUCTS L.L.C. p.n r T `P fL R(0� �, _ - ''., OFf:'..... C O INc \ .Moo s.. sI sIa[n ilut> r[mwo t [NO M[tmRa ew DAvc. rt s]],. Top h BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY ",''G''"�-_. G ' SAS! dA`�-,4.Ar�. '",FINI.r Wa«RYgra I.... (Me! n,-I Is•1 nI IAn PNOc (9s.)MR-,w, I. (,.)eAA-en> 20-176 INSTALLATION MIF151„t r.A gALryaRAItAW/M'! - U-0006>t9 MAFDInr A 1°U' u16iF DkAWw ITT. - - _ w[n • I N 2e MAXIMVIM A•S•D. DESIGN RRE_SSURE RATING .0.) AND CORRESPONDING MAXIMUM ANCHOR ^SLING SCHEDULE FOR REGULAR STORM PANELS J'& lA INSTALLATIONS INTO EXISTING �[�� CONCRETE A CONCRETE BLOCK STRUCTURES (VA)D ONLY FOR PANELS vQ `LSE INSTALLATIONS AS PER SECTIONS 1 THRU 10. ON SHEETS 4, 5 A 6) MAXIMUM ASG DESIGN PRESSURE MDNG (p•f.) AP'PUUHIE TO SECna"' F • NO' co.11-10M of THEY MANMUM PANEL LENGTH 'L' (n.) TA➢CON CF TAP -GRIP __ _ _ __ CALM -IN __ _-_T TD TO CONCRETE CONCAETC I BLOCK PANEL.AR RMNf ID _.. -.- TO TO CONCRETE l CDNCKi( BLOCK -PMpYATE PLUS SOLID SET f0 COICR!'E TD CONCRETE I BLOCK �- • TO TO CONCRETE I CONCRETE I BLOCK TO ro CONCRETE CONCRETE BLOCK TO CONCRETE 10 CONCRETE BLOCK 6- N/A NIA I N/A 6• N/A 6• N/A I 6' N/A N/A I N/A T (COP) 6• 4' N/A N/A 6" I 6• 6' 6' 6' B' N/A N/A I (BOTTOM) 6- N/A N/A I N/A 6' N/A 6" N/A B. N/A N/A I N/A 2 (TOP) 6' N/A N/A I N/A 6. N/A 5" N/A 5' N/A N/A N/A 2 (Borrow) r 55.5, -72.0 OR LESS 6' 6. ' N/A I -A- N/A N/A N/A I N/A 6• 6' N/A 6' 6' N/A 6' 6' fi' ---,-- 6' I N/A I, 6• N/A N/A I N/A I N/A 3 8 { (MOP) 3 (BOTTOM) >7'-5' TO 8'-8" B N/A N/A N/A 6" N/A 6' N/A + 6" N/A N/A N/A 7 (TOP) 8- 4' N/A H/A 6" j 6` - 6" - 6' 6- I 6" N/A N/A f a 7 (BO1r OM) N/A N/A 12 I/2' i 6 1/4• Lit1/1/2' 16 1/4- 6 1/4' i 6 1/.- 6 I/4• 16 ,/4' _ N/A N/A 5 (TOP/BOTrow) +50.0. -53.3 N/A N/A 11 7 2' 6 7 4" / / 12 Y / 6 a^ , / 6+ a' / 6 / a' 6 1 4• / 16 1 4' / N/A N/A 6 (TOP/BOTTOM) 8'-8' i0 11-1- 55 0. -72.0 N/A N/A 6 1/4' I N/A 5 1/4- ! N/A 6 1/4' 6 1/4• 5 1/4• • E. 1/4• N/A N/A 6 (TOP/8OTTOM) >8•-8' TO TT'-2" {3.8, -480 N/A I N/A N/A . N/A N/A 1 N/A N/A I N/A 6 1/.' - ' 6 1/4' I 5 I/1' S 1/4' %- - B. 9. !0 (TOP) 6' 1 4' N/A N/A N/A N/A N/A I N/A 6• 6' 6 1/4' 6 t/4" 8 (BOTTOM) OR LESS 6` A' N/A 1 N/A N/A N/A N/A I N/A 6' i 6• 8 I/4 6 1/4' 9 (Borrow) 12'-4' OR LESS N/A N/A N/A I N/A N/A N/A N/A N/A 6 1/4' 1 6 I/4' 6 1/4' 16 1/4' t0 (BOTTOM) SEE S,+LETS I0. I I AND 12 F;IA NICHDRS TYPE a SPACING TOR INSIALVICAS INTO WOOD FRAME 9U6DR.G .•NDINM AFACHOA SPACINGS ANC` 1m0.Uw EDGE DISTANCE ARE WDTGTED 0. 16 SCNEDRE FOR to.:ESS i1WN NOCATED ON SCNEAAE REDUCE ANCHOR STALING OV MI.TtALTING SPACING SHOWN ON SCNEDUIE BI NX FOLLOWNG FACTORS. FOR TINS OPERATION TO BE AVSSaE. REDUCED SPACw QB1A IEO USING 'ACTDW SIMLL NOT 9F LESS IIAN MNAAAA SPACING IMOEA'ED FOP EACM ANCTIOR TYPE AT ANCIAORS AEOEMO. ANCHOR 11lt I/r. LAPprW 1/4'. DF w-aIP I/.•. ..AL O FIGWU 1/4'A 11 P.fPLa 1/.•. OW: -IN ,/4'. 9041D-�OE _ _ __ LR AwPOR VIC" (A.) 3 ] 1 3 2 In 5 •'NMA•s- O IWr•IA D'.) Ili, -1 ,- RAA D.) I ] __ ] ] ) l _ ] ,/2 ­ ..-] In _ 3 5 try 3 3 I/2 AI Fa OM OOMM r A C 7 0# . ,n. , n .n - - - _-_ -,!- f _a-, m - ____ _. __ __ _---im-- 1. Ft. -to PALMATE PLUS O 6 1/4. O-C. W/ 1 7/6• - THREADED PENETRATION TO EXISTING wow NFiDCR .. EYOW Sna . ' 2. , . ./., atWOODACQUIRED HGIDFA REOUNEO 46n I 4 i:J USES s-MU ON Mn e 1 FOR SEPTUM I tSo GA55 I y/_A.,' S5 5 / 1/.N 3/A' Ww f.R �ItDINT, "UM f, , I oP��EFt A: T/((/T4,, F No. 4167 *, 'G • ST E CIS, f :'�- - 90•., r - '','^EC',_C IRE•,:�"]d-� SfM/90NATURE/DAR FLORIDA BUILDING CODE (High Velocity Hurricane Zone P2a2p Ttrew. IN, 20 GAGE GALVANIZED STEEL STORM PANEL rP 1 L E C O \` GLOBAL PROTECTION PRODUCTS, LLC j °'m/wnmm I■< % reoD 5 A 5, sran uT Ic6 wy as OOIM•Nv f.•elw, W .1. AAA uDn nI-,eo .-. Pm 9n.Iv, ". n S3s I 20-t76 PWRE. C•S.YbG-]5.5, I. (9s.)m9-R>91 p"` ti N• 01-000e719 - - 1N[n 9 aA x - - AArFX A nLur x.. FI.t f1LAm, U. .151 INSTALLATION DETAILS FOR REGULAR PANELS 1 14c _,A. INTO EXISTING WOOD STRUCTURES IT4-'D PN)ELMATE PLUS ' e 6 /4- ac. W/ I 7/8- REAM PENETRATION TO W000 "EAGER - ' CAISTINc WOOD MFADf.R REQUIRED � ARt IF 7-! 1 EAON StLO • ; 6 .1e of woOD NEACE+ M - . RECuiW_, ; �ll- I •L-TrI ` S- 9Ct[DLLF GfN snu, e IFGA MT SEPNATNN- 10 GIAo. I ; ; I Ma.. PANEL LENGTH - MP. PANEL LrNGTI- (SEE NOTE I) I,.•.-_,, 65 I (SEE NOTE 11 sox Of %, MAX _ . 7 • Ilaoe mo e ,s-- Ii�--.. . _•-- (IAA-,0 PMELMATE P'U_ O 6 1/4 OR w/ 1 7/8- THREADED PENETRATION O MID WDTN OF PLATE DIRECT MOUNTING INSTALLATION ALTERNATIVE $W S: AI I .1, 3. I' i s ./ I/a'.. i os21r,r,aAP ` , 1 ' . I I _ I 1 50 OF 'L' r J MAX PANELMATE PLUS j-10 I s I/•- OC. W/ 17/B- I HR6 TEADED PENETRA110N To -- j 7 - --i 1 EXISTING WOOD NEARER , I. {_ 1 Ar, - I']A'R P,an SNO . N ! /i DC U - -L- I I II i- r11. i ,_ 11 SnmLRE d I I RTT e - Ix -g PPOAPII, .°'� i YP. PANEL I`F) ` 111 +2DA;- Ss (SEC NF/TF , ` j i sox OF •r Irc J, fn ,-�) YAX 1 i I' _ I..LL2.r Aw A, AALS T1. I. 2 ITT• O c 1 -+ - �-- I r-- EQ Ir...__ /r.. ]/.. ] Y - J - INia I I _U - I CO I -I LAC SCREWS w e^ O C W/, 1 /2' 2'..• WOOD PATE I 1i REQUIRED -. ///-�` �+AH7. 2'.4" W000 PLATE .i SOURED PEN[fArLTION DAI I YIOWIDM OF PLATE i T/4'• LAG SCAM e I t 6" O c. W/ //STAGGERED I ) THREApEp PENETRATION - DIRECT MOUNT / WALL MOUNTING AT YIDNIDTH OF PLATE INSTALLATION DIRECT MOUNT / WALL MOUNTING INSTALLATION ALTERNATIVE 9W SCALE 3% ALTERNATIVE i0W SCALE 3/6-t• NOTES: 1. INSTALLATIONS FOR ALTERNATIVES OW, 9W Q IQW ONLY VALID FOR '1 I WIT" P t - It I, AND BUILDINGS TUGS Y. 0.5.D. DESIGN LIMOS U 0 +43.8. 48.0 J P PANEL'S LENGTH UP TO 12'-4- 2. FOR NEW WOOD FRAME CONSTRUCTION'. WOOD MEMBERS TO BE SOUTHERN PINE NO, 2. W/ SPECIFIC DENSrn' OF 0,55 OR EOUA_ NOTE FOR COMBINATION OF SECTIONS' TOP I TTOM MOUNTINGS CAN BE COMBINED IN ANY wet `0 5VI" ANY INSTALLATION �P.•',\,CENSNE •- FLORIDA BUILDING CODE (High Velocity Hurricane Zone No. 416 S ! ', * c `20}0 Rom°' 20 GAGE GALVANIZED STEEL STORY PANEL �',°, B• 3 * . . e .O'., ST TE 0c z;-� ; -�-- % f. / f 0 / IL ECOI/I� I-.-_- �`•� GLOBAL PROTECTION PRODUCTS�LL.C. 5, "' `T°'° C, 1 , O' R Z-- J Rwi bM >� t tRav�.Q'NtAMOr« CIA Y .eDa s sntT ARSE L ', FSS1r ••T•�A �'h"hfnf >GrR I•sM)6n 15- AAA (n4ww �em 20-176 NA1.F i .... MITT.,•.- -OW6;w a•c nt ,nI IN o9AWNc N. sE.vwDNATLIwoNn wATCR I.. T1LLF I,.. P E YWti ,7 m n _ _ -h -f Q) Cn Cu N -I--4 U L � L_ Q 0 _0 I, M CU ) -0 I- 0- � N (3) � U O � N 0^, 0 O 0- C O W O LL. ^, L_ O O W ` v O +_ Co _+._ CDL aC- -0 .S:- U) Q Q z z LU J N - 7 P2 - u ],- , C_ 1" m 't Z U- a- _ U N N I> . - W f3 = Q] y 7 p F - N (, Y t0 65 V W t� N � T !i ,_= In = G 0 15 cOwAi711 NCNORY CDNPR,E ANC.O.5 COI cWOETE ANCHOR}: SEE SGtMAf ON SNEE I.. ---_--_�-_._ _�_� (SEE SCIRONLE ON (SEE SCNEDU!E ON I� MOOD WK. SEE SEI:TAWA ON SRUP IS - ALTERNATE "'3, 14)�t SIRE-'.) _ _ 1/4 z/4 aA/4 3/4 E y4 1, z a tw/+s I. 2 & lw/1s I (1 . �1�- (8�j) LOG DNr8i �.i 1 1�� 8 A�TIO ( it / INSTALLATION DETAILS FOR OPTION j 1 FOR LIFE SAFETY STORM PANEL SYSTEM I -INTQ EXISTING WOOD STRUCTURE FIGURED CONC-Im J I. 4•A. f, - -� Y' If �I - 1'-0 I1. 1 -AT END PANELA` I - AT ENO PANEL . _._. -._ - _ I; 1.A;; SCREWS a V oc ..' L. ).250' REOLAAED\ i sw , 250' _ - -- - ^ I ITV I I I \ - I STUDS O EVERY _ . • . • --. \ � i I 1 �!'2 rA ,Heuxo PENnw..ur --i I - - ID Fx -- ISLE w00p .[Ap[P - -- -t--- -_ ` I 1 , '- I I I I TU IgLD PMIEL FIT I,PED c.,NtPrn I-F -- I I I nGVARm \ ��- \ I T _ _i__ . � 6') CASE . _.-_- ­_ - - - 1- (n }/ Yu. Mm I . I I -_ -_ I -- _ _ - I - I -I -I )_ i 1! I 1 -I 11�- 11 i 1 1 I I smos o EwEm o- a I 5 wR fusE N)1 -� 7 o I I sue- ! 'Si 4 I OVERLAP I y� I I I i I. I, _ j - - 1 (12 '/2 0-C ) I -� I I �I -� _ I ' I l i I I 1 l i I1 -1 11 _� l L l i l I i TO HOLD PANEL I I I ! 1 , _ _. ' I tee/ r'ES.", 4a °M i I r' 5Sc`tEDuUE 14 °� I Res pN.CF1I !� (NIERIOP .-I 12a0ed PANLt)' fRRFwoR PANEL) (IRA) PN4) I 1 I I I 1 '- I N ,' I I 11�,FUF YA srAwATAIN E Ares wA. SFPARATroN I G l I I I) I l ^ I j - 1 I ' ! r- _ 2 r�/'�/ / b A(Mc N h• El9 E i 1 F f I t I t I- _ j - I _ N,S) - n *- -- I oR E0 1 � V J to aAss A ro Gws -- -�4 - 1- t + -1.1- I _ �I i I _ -i i L I T e s 32- r] e-.a sr `rt-t- - t Ae+G NU1 a EVER,' } + 1, - - \• sTw • u Vr oc snID • 12 v2• oc 1 �- i 1 �-- 11 I i i _, T+` 11 �,- � I I I A' SEE SEE P ' r EG ED I R) M p OR IPMI _ rh,•MCMIF I P•W I• luCn[ 7��I j I I Cr�'� /o sfL sff Y�--- / ,-_L 1 �. 1 I I I ' I� l 1. , I I f s: nEWLE /t SCHEDULE rI 6'TE E7. ET.O EL INTERIOR PANEL END PANEL 1 I I - SEES (CA3E 1 - Ilj�`e r/ SVF OC i I I -1 I- I _ 1 �..i _.I 1. i II 1 1. 1 I 1 L. i l �. I ! l i ® -. 5. - �2 r�OR _ S02 FOR - I - 5/e 1� I1 1 J. I I I 1M (j - 3' TOR MP,. -- To.... '--3' A aR 4B -_'• -I1I ,/6• .W ' SASFI, O'S ) - / IO • 12 ,/i' aC • • - ANCHOR ANCHOR / - !z FOR - J•(SEE On /+4)II 1 LO • I/2' OC V `' DEL 1 4) I f �' I > �.' I _ _ T.. - I �..�..I a I_ I I _ i_. OR DIRECT MOUMT SPACING SPACING MCI, ANCHHOt YRSPALNGp° `_ I 1. �L 1MfwO I FNXPI. 1 II I - --- --- -- E_Z- 1 ! t'..3• Y... J• Y. ] R[OJwED R[UIM1'[Rp'ipC1tO 4 fµrltRwre u117. i l f1 I ,� i I I I AT ANTI PANns) I I ! I DETAtL t •WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCA@LE�Q- CH_D_"I i I i I I (9a aETxs 1/,s o i SCXE ]/16' I' SOLE 3/L6" - 1• ]e l4 _I{-L_/e P. /i�i ! e 1 I I aR , I I1 oo P,nNR°�i- - wWSTUDG N.Jt,7 , oc J ff i I <,�'' I (BE[ DEAAS I/t. MAXIMUM A.S.D. DESIGN PRESSURE RATING s.f I c ALTTERRN TIV 1 ALTERNATIVE 2 PaIRED Lotic.ne Y '� I ' I I I a I/,.) MAXIMUM A.S.D. DESIGN PRESSURE RATINN-G (p.sdi AND � � 9H�-CQR�E���E' ve / MKNIAE - o- oA eDRCgtTa ? ➢ i E , I I !MAXIMUM PANEL LENGTH -L' SCHEDULE . r(Mls) (sa-( -TMtt/ `�`DnGs B o R .AL I CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT @ FOR ; w ,/,.) . _a. a 0- 011111 1BLL 9NLT_ YO_.SEGTEQNS '. AL._NKATi.L FC�NE_5AU1__iTM PML I - "`°�`° 9 I I € r 1/4. 2/4. 2A/4. 3/4 . 4/4 t, z tr iw/ts T, 2 A IW/15 INSTALLATIONS INTO CONCRETE do CONCRETE BLOCK STRUCTURES 5_-sTQL.ON_1hW_i2: I ; U) II ALTERNATE L.OrAT10N Awe4N AaD 0CAC1r ... PYQ UtEP• Y,AI,uA gyAA.tION .wEt SCE SC1RwlME I I I ,e REGULAR PMEis W OR -.J LIFE SAFETY PANEL SGHEDSl1L.1 _)...W: 'wA4 NOUt{I.. COSiD(F)OD64_tOP Q 9VTTQM f♦..-i.J. .. .. 2` .' • (Pa,)- (YI•SFn10A1) S ]GAMS L t RSI•SHM rll 2 I-' : I }i I AREA A NO ENE SAFETY PANELS ' I- I _ LeI I W/NO OF LIFT (SEE NOTE )BELOW) SEPARATION U g j / -- SAFETY PANE! Y.XIWY AND. iM•CON O i4P-qP cNl-W PNQ1Mn rtMME 0 PM('yM[ Sus .IL'�BIF To I r---• '�} I :p�I ' - _ _ W/0 REGULAR TRACKS (SEE NOTE , DE9 SEcl_ F e YA _ PLANE: CANC-BETE AfMU,0R5 I f f0 ro roNM[TE ,O c°NK.Ctt ro CONGER ro Co/KRETE O CDYBIM,A]N tENGiH 1' (rt•, �LOw') A LAST PAAAL O BE Pi AILED AS 1REESSJM1C CONCRETE cvwcR[TT CONCRETE CONCLEIC CONCQ,I (D (SET WKDUU ON ,' 1 EM o01 91B OPTION 1 FOR F SAFETY STORM UR s PANEL OPENING S,IA1 W,W , ,•I' 500C BIDC. it = CDC. BUX. O• THEY : SEE S.0T Is FOR Aww" nPE A SPACING FOR eiv ATCNS .10 IT0 FRAYS BULDI --.-1 OP SAEn •.) TOURED ❑1MICAER -- I AMA/5 K PROVIDED W REM HMNE AtP,1MW Y.CHGR SPAC..45 NFU -W EDGE OSAM_E ARE INDICATE" HrS SC,QOULC IOP _4 '•� �l ppA/ - (N COMOFnOAI TO rACIUTAIf INSTAU./ITI(N [ ryRN(XO 6' N/A N/A I N/A 6' N/A 6' N/A 6' N/A , y 2 (TOP) CO LASS TN.n wDG,CD ON 50R°ILC REDUCE ANCNOt SP.CI:G B> rMLTNG SPKMG 4 ' v ..` �„ PtauWt° �� Aw,� 1) - _ TO B[ STRUCTURE INSTALLED OR REt/OVEO FROM I!I9uC •55.0 -720 5'-0' OR LESS s, GN SCATHE W INE ICI) m FFr1ARS FOR .15 OPEA&T, N O M PCS ,IL -- I - _ � � -� -� PANEL1 1 oy S Rena9' 7' 9' 9' 9- 9' 9' 9' 9' 9' (BOT OM) I -1 O -) ELEVATION _ .. PnwxD sPAbNa aeTANtn IwNc FACId sw,L No' BE ass TNM wNIwY sPAcsIG _ S„En ,.,-E.D---- 8' N/A N/A N/A 6• N/A 6' N/A 6• N/A 1 a 2 (TOP) WpURO fq, FACT YCt1GR TYPE N uCIAORs ILGEN6 WALL MOUNTING INSTALLATION Ss.D -72-o s-o' TD 7-6 .ECUwFO rt PLA WALL AND FLOOR MOUNTING INSTALLATION sG E 3/32 -)' 9 s =_SESrI1Qd _1 SOLE 3/e 1 -SECTION 2 SCALE ]/e - I ©® 9 6 9' 7 I/1 B' 9' 9' 9 1 (soTTOY) - NEoow TSrt ,/•'• 0 /i. , /.. I ` CIA ,�1 • ) • 6" N/A N/A N/A 6' N/A 6' N/A 6• N/A 1 a 2 (TOP) INN; a rw-a. TOME a ONX-a. AOGi. rJ'T -I.�I•.' - W' ,/i YP. PMIo]LAR PMQIMR L '_ V' CAP -I- +SSG -71.0 9' 4. - :7'-6" IO B'-8" - ANCHOR SIAdE I.) _ 3 1 } ] 2 )/2 •�F-' . �- 5_-__ �L_- ^, I LIFE SAFETY STDI9Y PANEL CAN BE LOOTED AS M END PANEL (FIRS' OR LAST PMLr - -- nP4wl �._ ---eII ICJ - - --- -] --- .1 +ry -'--� iA -- \ _$ c•,rt ALTERNATIVE 3 ALTERNATIVE 4 U W OR AS AN INTERIOR PMEL (ANY PANEL LOCATION IN BETWEEN END P,%%ELS). t� dW `2=1 PANE15 B (ATEA1wR IOU,Id ���' ONE 4 �''� 2REpyeND 1/.1 LAG Sol O 6' OC w! • 4/2• LIFE SAFETY PANELS LAY OR MAY NOT BE INSTALLED ADUACEAFT TC REGu-kR PANELS S[E rqt[ '1 T [� PRACtS SC.M@.-._.i L_ '�ML�LOgA_MOYNT LONDRpR ALBOTI9M JL_LO. - 3 tip , _ ,ti ]. _ _ _ 1. ,,dll= PU,[TA,A1p„ °p , ■ � (w/ DR w/0 REGULAR TRACKS.) SEE NOR 1) - - - - ,/.-t D.s/e• A0w 11RASS ausNAW •/ f'l"C RA.w•UM 0.iD � ISM a SA- W FROM TOP 0 MAW CASE I (SING • T YN nW TOP O AGE) APPLICABLE TO 2 /L' S0 11., - .)• SS Y s a 6' O C OR ` V 2 LIFE SIAFTETY• STORY PANEL CONSISTS OF D039' GNVANUED STEEL STORY PANEL AS SECTION B-B OESSN yA CALK-INPODN Ibl _ SECTIONS % tr MAXIMUM PANEL .• ;m 1m _ Tap a-- - - - - 1/.'.-2o PAw--E R-17 0 OR ALTERNATIVE .WOOD FRAME CONDITIONS A ANCHOR LOCATIONS M PER COMPONENT pt SHEET 2 OF oRAWrfc SGI.E 3/32--I' otI[SSua TO TD ro NV COMB:NA:A LENGTH 'i (R.) .1I,IIIIIINA.MN„ J •/7' - - ;m - Im iHREN)FD INIATR.nLNPANEUAATT PLUS 8 6- '<0 rA,slNc /wOW scuE: ]/6" - t w THIS PANEL ALLOWS 17%rAr TO 10E REMOVED OR IN'$IALLLD FROM INE LN513E OF dies 1, Ar • OE THEM AAA��`Q, A. T!Q/ ,,, Pun _T[ 9PTTEP ,AACN1 Not SN°w1, r cAARc, STRUCTURE. .49.2 -61.5 3' }• a 1/2' 4 112' 1 (BOTTOM) 7'-6. OR LESS N \..-" ✓ A INMINN.NNW .....P..1.0C'... ) .-" \C S ' ..9 , WALL -MOUNTING INSTALLATION TI a,� ENW , s. PE SAFETY P L REOL11RE5 TOP TRACK 10 BE COMPONENT ®a 90T0V TRACK to TI T +see -s6.o r }' .- 4• 2 (BOTTOM) 7•-6• OR LESS a �: \, f..- , ��G,P F... �CJl✓ W BE LOMPONEM AS PER SHEET 1 OF THIS DRAWING AA rE,P,,,.....,, ✓ �.,, - = T RNATI VE 1W `'`V •" •. '9 cOMPONENT0 y BE INSTALLED WALL DR FLOOR MOUNTED FOILOWNG SECTIONS I a `;`A=\%.•• ENS ••'9 �' +550 -72-0 _� ,/2" ? ,/2' 4' --- J ,+-/2' 2 f9oTTow) 7•-6• OR LESS 3 i No.44167 z ]ro, _ 1, ,o P:''\CENSf 2 ON THIS SHECT, AS WELL A5 DETAILS f tr 1 ON SHEET ,f. �1: VG f +56.0 -720 2 I/2' 2 1/2' N/A N/A 2 BOTTOM 7'-6• TO 8'-0' = * •, * •. *' �� \ - FLORIDA BUILDING CODE (High Velocity Hurricone Zone - - ( ) - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) a 7 _ FLORIDA BUILDING CODE (High Velocity Hurricane Zan.) 4. Ytn LCNGrH FOR COMPONENT ®6 t1• - - .55.0 -72 a N/. N/A S _ 2 (BOTTCw T-6' TO 6'-6" = 4'•- • Iy - D2a20 mRFA. INCc f N0. ` Q No. : * ? •7o,e G trn. we P ) D : - .Ian ARco, ec Mot. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM IS GIVEN GIN a 20 GAGE GALVANIZED STEEL STORY PANEL ' '9 f P ,:' 20 GAGE GALVANIZED STEEL STORY PANEL - - 20 GAGE GALVANIZED STEEL STORM PANEL 'p SCHEDULES , a 2. SHEET ,4 * INY.A r ,, O •., LORID �� y Im ; oRAWN - * . SCHEDULES ®MAY BE PERMANENT OR REMOVABLE ? * '. ATE (o€ _ : t.� , ''q S ... •-- • • - -. _ M/n/nn 1 N6T A3A,S NFE OA ,' VAD FOR BUILDINGS wnN AS D DES: GN ;GADS UP T° : q'• SZ E OF _- .,- _ -_ a] /" Z A'' t 'r GLOBAL PROTECTION PRODUCTS, LLC. °r/7.T2mo N,js, _ GLOBAL PROTECTION PRODUCTS, LLC. a R .555. -72.0 wr AND PANELS LENITTH w To r-6- = 9 fC RTO� : \ (GLOBAL PROTECTION PRODUCTS, LL.C. Y DATt 5 SEE DETAILS TOTE INSTALLATION INTO w00D 'RAMC &UILDIIVGS ON SHEET 1S '. �' OR'g + IL E C O IMC '. r7--.... IL E C O IMC. '.. COED S. 51 ''.OF IL E C O INC.'. G •''. - j., •4N) S.. ]I STREET Si1.T 2 FOR NEW WOO° FRAME C0IASTAUCT-0N. .ODD NEYB[RS IC BE SOUIHL>,1 ., (- I .Mot S.r, s' S1KQT Z •�' � Hutt > RD t CRGQrEI,INa COWAMY nRT[. n S[3+I � / Y/ ^� • TILLrt TCS>1No a [1FDM[[AWO COMPANY DAY[. R Sa'. F •� T' ,L, ,-,,.�,. EPA¢. .L wi. 6 SEE SNEIT 4 FOR DETAIL APPLIGBIE TO THE NECESSITY FOR THE INSTALLATION OF '',i;�FSS' ` l' / A. s PINE HD 2, w/ SPECIFIC LC,NST oP 6.55 OR COWL S! A` •� K-"'-W-" TWAT Nay [NGINc[ANO COYPAM' I /WT)0� BANDS DNA . r m ..IPL�..1 a tTCFI: (ei•)61e-)5{5. I. ros.lee6-s:s> 20-176 umA n N1r fwc� (Ps.)m9->ua I. 1as47aeP-e]P> 20-T76 'N FF wAAf a ,Pw 9.lao� A Sww1 nac t•5.>eRa-Iw, Fu fs]4ke.-6r[] 20-176 Q SPACERS AT TRACKS INSTFLLED ADsACENT AND BEYOND TO SINGED ',NIIN lllu N.w1I`M i' -.-- ,Iri An -I r.. Mm) -DUI ,FIAWN,c ,--- pol'%1- rY not m-1Y, �. Na ' INAfI Illww _ .... Ilrj m.,>a - (m) n1- It �_ G-0006]1A U-00.116 G-OWa)19 °R''A"C I•° _ Pl S[K ,LAC/dR PC stwvaRlrul./nAn AATER A `CUT .1.'. wen ,] m 36 /SA�4 WAlERQAIO� /YID L.1 APE - wwT •. W n PF SEAL/SIOIATUREron _1E. A DUET I..' PE Y N-IIN YMQT ,5 pI n J^ _. - - LL SHEET NO. SH 1.1 `IA II 111I1 - ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 A 20) - I 3' MAX. 3A/17, wiz. w16. I ' MN. SAW/is. TAW/t9 a SAW/20 38/17, A/17, 58/fa 3' MAX. WN/if. 78W/TD ! 8BW/20 I' WIN,D.M. C4C - - - - -- - - . - - 1 I 0 -- 0 0 ,--- ____-_ -__I ,_--_--_-.-____- II O 0 0 O I 11 i i I�:!; O,�CA) O I I ';; `;� oeg I O .VALSA� T - AEG•AM STYA, .Affl �{--1 LIT W- St.. KL '. .. ls�A' i I .� - - _ A. :a`._7P. S.. t 1 . . . - MAX, "-0" LL LEtNGTH �I .. I I I 60,15 w/i1/Te'.. J1a7 , I ) SEE WWG .NI APE. I (SEE SCHEDULE) I I 1 ' 'VERS, I IT i I I t' _ I -.� ..------- .__---'-- -_. - o - ;2; tiDTciE3 LT-SiuD- I-- ---. - - -.. __ 6:. PANG B(RTOY CtIMER3 1C/ I D.M..®o, - -- - -]I - - - -- - - _ - - '`IFAIAP 3• MAX U/17, wiz. w1a WIC W . IU1 W IpA PN'n ~a'E16M- _.. �y�p��p !8/,I. 48/i7, 5B/18. ,• wwx I.MN. SAW/I9, )AW/19 S SAW/20 L�1f.L)DeIL 6BW/19, 76W/19 S SOW/20 ' YIN - ANCHORS (SEE SECTIONS ON 5HELIS 17. 18. TS 8 20i - OPTION (2 FOR LIFE SAFETY STORM PANEL _ 1 ELEVATI� I SCALE 3/16•-,' - LAP �> :- '�T �'O® !w 174- •J°ewc ^A') _ t )LIFE WET• 1 A � x,x-` _ - PAC. c -.. ... .- - .. - i�i - .- - z�zzz___zzzzY�:. ._:�_a_�1-�.-.:...._.. • •_- _ ._. -. � 11 aI .____ :-_:- .. ._u: :a_�._\x:-a_x__�-.. __ .__..-. EXTERIOR SECTION A -A SC/i 3/1F'.1- MAXIMUM A.S.D. SIGN PRESSURE RATING 12,51.) AND ""�aIA;1T�t��"� I CORRESP0�1 ING MAXIMUM PANEL LENGTH "L" SCHEDULE Na�tE � ,-�Q: VCENsf ''9�"=. - No. 44167 '` - N' •' * - * _ FLORIDA BUILDING CODE (High Veiocit Hurricane Zone) MAXIMUM A.S.D. WOK. PANEL LENGTH DESIGN PRESSURE L (FL) "NIMUM SEPARATION PANEL ' `� , c-mo TATM •. %, �✓,r'•.!rCOR(0�',.•'.Z.``'r 20 GAGE GALVANIZED STEEL STORM PANEL IP aRA.Na- RATING TO GLASS I CONDITION (p.s.f.) (SEE SECTIONS) _�-v""�..` tr \ --- GLOBAL PROTECTION PRODUCTS, LLC. '`" ' 1 I�E C O mro/m)o GR +55.0, - 72.0 - 8" 2 3/4' UNBOLTED ANC d!'% -? uoa S. e1 STREET G-' TLLn TET " ! EYP.N[ INTO cOWANY GYRE. NL 333,a .___.__�-_- _-.. ._. _. _ .....__.._ ., ! w RA .1N.z• WNm6. n ._ PN0.VE- (V6z"_7515. ru (9WO&I-679) 11; 20-176 I___.._ _ - G T`U,`l9 Y+.. P[ SVL/SWNAIURE/GR wN,ER A F I Hi6,E -- ~" �- �» er. :CHIN Ive OEA ,1 M 1. INSTALL AT 0 _DETAILS FOR-QPTION 2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I - WOOD WADERi - - HEADER _ _- _ -- - AIDED.READER PFOLRED - I .. -. I REQUIRED 1 , T : - 1 . 1/1'I TAPCON • 6' O.C. W 11/2• YIN. tNRFADAED -- 1/4'0 TAPCON O 6' OC z 71//1 ,/2- YIN. THREADED --1 - 1 1 A TAPCOh O 6' O.0 � ' / . W/1 I/2' WIN THREADED f'-- r -' tXR Al .ODD AT WOOD PENETRATION AT WOOD MEAGER , HEADERATO. HEADER , I WADER 7 - ,/•- 1 1/4' I 1/a• Yoz YTS, i _ _ M0. 1 ' N . . _ - ! Mm _ ._ 1�-� u . �, __1 .y� CO,NT Y. I. '� ! 1 (� `T, EY6iN1G Yw SfINN.AIIP - +o cIA� 1 EXISTING - AM.. YrPAINI1fY. ---ro .awn l' Ym. GLASS PANEL lEMGO+ _ ( 5[C SL,9V 'S I 11r Pan ,6} G1A55 PAVE L IfINGiH F OF ;6Q SO6 xE Ov PI[n ,e` WOOD HEADER .COLORED 1/4.0 TAFCON O 6' 0 C W/I 112' MIN. n+READEO PENETRATION At WOOD HEADER R/�2' 1/: I -1 a 'L LI 1 (SEL NOTE I BELOW) Ye. I (SEE NOTE 1 T&LOW) \' Mn IXW.L - q, _ Pµ[L LENGTH (SEE NbTF , BEEDW) Ex . - PANES 1ENCT. (SEE NOR BEIDW) GLASS (,. . 1) Gu�''�-(SEC PCHEWET ,A) I 1/.'.-20A 1' 7/ M.S. W/ L •" ' - II ON 9cRoatur 16) I/.•FNLI• . SS 7/ M$ /3 ,jt � - i J WING NUT _ J 6' WNG HOT 6' I i 1/4-0 TAPCON O . V OC. W/I 1/2' - AN THREADED *f ' I i I PENETPATI .7 I .1 j ' .O.OTH or PLATE I 6. 1L?4:r I Ct, NHECT r ill 6' �1 1 �' I F: 1 FA -_I - I 1 . � . !. -_-- COIN. -I- COAT F"C - --'K- T/4-0-20.3NSS us. Wl I -) LL � ++ 1-ff EU L'7 1/8'..3/32' WING NO EI 1 7: 8'e . 3/32- VXNO NUI I��i )18'.. 3/32' WNG - - -- WASHER O 12 1/2' OC WASHCR O 12 1/2' OC NUT WASHER (BEYOND; `+ ----^ i .Y 1APCON O 6' O.0 1 ALTO iAPCWN O 0' O.r -1/:. TAJICON O 6' O.[. I I (STAGGERED W/ STUD) W/I 1/2- MIN. Tr.RUDED MM��1� ���� )/STAOOEAEO W/ s,.D) PENETRATION AT WDWWIH I I WS;ETRAT011t1 T MTMWW�TH W/PEI'IETRAT 01�AT WMOWEETH X PLATE of PUT[ or RATE _2x- FEWOOD PLATE 2',4i WWOOCC, PUIE EV 2EOURWD1'3D IR,rE Z.,,., WOO awR �(� MOUNTfj•IG INSTALLATION WA 1 MOUNTING INSTA t ATION WALL -MOUNTING 4iNSTALL_ATION WALL MOUNTING INSTALAT)OI( (iI,TERNATIVE 7JIW O REGULAR PANEL ALTERNATIVE 7BW ALTERNATIVE SAW &1ERNATIVE 68W SCALF 3/e' O LIFE SAFETY PANEL SLA L 3/B'-I- O REGULAR PANEL O LFE SAFETY PANEL „SII,T��MA"' 5- :- I.. I. T � _ A 1/T"A NOTES - p CENTS ' 20.3/aS S. us W/ 3/32' WING NUT 1 (BEYOND; FLORIDA BUILDING CODE (High V91ocit Hurricane Zone I INSTALurONS ARE pNEY PALE' FOR BUILDINGS rmN A.S O. DESIGN LINOS " 'JP TO •553. -72C PSI AMC PANEL'S LENGTH UP 10 IT -a' 4 i E2mR m K r P NO : * = 20 GAGE GALVANIZED STEEL STORM PANEL OR IA. e 2 FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS i0 BE SOUTHERN - : �e:�� TINE No 2. w/ SPEC EE pE y Y a o s5 OR E 1WL ' * " S1A E Of rz T ��- > GLOBAL PROTECTION PRODUCTS, LTC. 01 art19m `=,'�'. f 1D' .: �r y� /` IL ECO INe. ..00TW. sl sKET .., /i,.+`• L (R .- �-i=' T LT Ta1NP E ENaNEEANo w�PAR, tW1^E, `L ]}7,. 20-176 $IQ AL ,,- `;'» _-.1 PNDNE IDNaAea-I—_rA (9sa:ea-e]9] 'A, F,S F. ' .N.. i..i il,_IM9 .-Inn m-,», '» _W iY _T F-L-____�_�.__ G-1TIXM)19 'A+,NNII ,IIH1• C. tGV9KAN_,w _-R NAI A 1.0 .A. PC m >aR(1 ,q 26- - - I . 67 COMPONENTS FOR SERIES 2000 & _1000 E-Z HANG - ---. -_.. STORM PANELS _... -.-._ _-_..-_--____ - - ---.-. (SCALE 1/.-, - 2 591' - - 15.1 DB- (TOTAL WWTN) _ - 2.250- -- --2.591"- - - 12.500- (EFFECTIVE WIDTH) - I . .- I i1-2.250'-I ,J�' -6 1/4' - 1.350----.1.350' - - 1 350' - .,500- N ` I 1,I I I I OTS• I 075'1� ' I-1�'t 1 .Tw' �JT`� ' 1 .N 1. !'�` � , `•6 JW 2.SD' 35W I-' Typ ', 224a- 2 500' Typ. II ' ILA 2.85E .: 0.035' MR TNeCK ' ' / GALMMADY` 'TOOL 2.000' 250'. f HEMMED TYP r. ASTM .-653 �\ FMM GRADE 50 MINIMUM ♦ HEVYCD - EDGE / • T DCIAIL A_. ,1t z" _ _ , A"5O)" 11 2 211' I'I _1 I", _DC7NL A M.tr Fj IP y ,L+ , ? - -- 5 - - 6 250' --- : 50' - - 2.47D ISO, 01 STORM PANEL - 2.470- 0 �) REVERSED 'h" TRACK S REVERSED 'U" T$d `�, PAR"', HP / END W/ HUMMED CODE ' I • /S0" - .--..25_C' > j/ .1-49A' ` I Awe '%:QG6 n13 25O) 1 i �. /J/ `Os50\ ='L_'.-'/f" 12s• 12" / WMAICD �, I Q �l Iem II T VIEW s'\ = ` ISOMETRIC DETAIL A ROUNFJEC CORN R O ENDS of PANEL'S ^ coo' , . , z, END 'LIP W/ HEMMED (OGE 11 75C- -- 2. ow, - 250 (4"') - 5" W, - ; I 14) "I:_jRACK (5) PANEL HANGER © 22"x5"(14ax) ALUM. ANGLE II/4- VRDE - t- 125' 1 6061-T6 Mum. ALLOY I F so ___ _ h D55' (TrFI -' ' 0......... atY��E�CEN/, fps% . SF I No. 44167 - 1 `_ - - : ___- . *: FLORIDA BUILDING CODE (High Velocity Hurricane Zone)! I -1" Ma.. -•'i 3 ATE OF - 9 •. .Q11RT1.., 20 GAGE GALVANIZED STEEL STORM PANEL 1fr. � m/M/mm 7 3'x3" 0 (J ALUM. ANGLE ® STOP BAR St0811, FS NALrtN" iL E C O LE9c GLOBAL PROTECTION PRODUCTS, LLC. \DAR - W t" LONG ' ,'I'.. /' •�-' ..�, TIWI 1St9IG ! E�ND^M 'EBIND COWAWY " rl PNaH (o-5 - 20-176 6063-T5 Alum, ALLOY ,- (R,i.,,w,i,o' .. ITN° j.�nw CA-T/JP6119 -AANH_ Pf SUL/9PMt1ASjDME MRy lP[ - r_ eQl 2 OF 2eI INSTALLATION DETAILS FOR OPTION 42 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I.." ]SPOON ANCHORS •.1' 1APCON MCHOPS 1.4- TAPCON ANCHOR- 1 4• TAPCON ANCHORS O 9' OC O 9. OC - O 9' OC O 9. OC PO RED CONCRETE POURED CONCREIE POURED CONCRETE Pau CONCRETE OR CONCRETE OR CONCRETE OR CON CO OR CONCRE,! BLlY.'K REQUIRED L BLOCK REQUIRED ' BOCK REOUIREO I SOCK kE0URL0 ' M- ... __ 11/A E 0.♦ EDO EDA , EE. -.. __ 4 I t �_ IL . [ % CONr CCCOOONNNTTT C 1 1 ' I Y roI I d I""=1«ro « I""LYt111I,� -g IRA. -- CPI - r 1 9a'1 N I Wrtt '- - (t ow 1 a .I I_ - I ="IF) ooy 9 GLSTINJ).y W W "Grog-, tj EXIST,N(�j 6Ai EXISTING-j GU55 I a$ GLASS 1 G1A55 I J GIAGS I I yi I F�'77� 1 V I a I 1 1 u i 1. ) i "� 1 l'{1 I - I I 6' V, . yi IIaY-7A1-it I'.,2W1-33 ' S / ,/e-.. I Y3 ./ 1/e•. . (( 1 I ( I I 1 I �" 1 , I I I - M , LfOR,yN`T _ , - ,-t: 1 iI• ''-11 EIDe I - :I• - 41 - IPA j [p ED• 3 4 G 8' -s ---- ---' ' ' 1/7 { - . I/4'.-2N3/a'S.S MS W/ 7/S'..]/31' WING NOT WASHER .'{_ < 1/t'9-2A3/tY.S., MIS W/ 7/e'43/32' WING NO WASHER .ALA -, f8'0 . 3/I2- WINO NUT Coni WASN£R O T7 1/2` d,G (-,' {i - NUT • 3/37- RANG - L NUT WASHED (BELONG) O 12 1/2' O.0 (BEYOND) 1 4' TAPCON ANCHORS R 4 1/2. OC (STAGGERED W/ STD) 1.4' TAPCON ANCHORS O t 1/2' O.C. (STAGGERED W/ STEW) _I/A' TAPCON ANCHORS O 4 1/2. OC 1 : tAPCON - "` OC POURED CONCRETE OR CONCRETE R:DCA REOURM WALL MOUNTING INSTALLATION SECTION 3A .-OUREO CONCRETE OR CONCRETE- BLOCK RFCURED WA I E MOUNTING INSTALLATION ATION WALL SECTION 38 POL:AED CONCRETE C. CONCRETE SLOC.. +EC 'ARE: MOUNTING fNSTAI i ATION WALL_ •'. URiD CONCRETE ,:DNCREIE II RUC, - ,.R.:1 MOUNTING INSTALLATION SECTION 4A _ O REGULAR PANEL SCALE 3/8--1'. O LIFE SAFETY PANEL SCALE 3/e--- O REGULAR PANEL O SCALE 3/8-.'.' SECTION 4B LIFE SAFETY PANEL SCALE 3/6'-," SEC SHEET ID ! m M1PC tr AHINTO AleteSCE TYPE I/`•' UPONF I.O w SPACING DR 1NSTAUiO16 INTO IN00 A,9q 91'Arlre Oz) 3 IFFI. BUIDNG. YUY I,N CE E SOCA µDI »WIYIN CiX,[ 06TAIGC ARE IN01UtED ON TH5 iEs a.Kr V•e•1• (.A) 3 SCHEDULE FORULL .D LESS THAT INDICATED ON SCWDREDUCE AACOR SPACING ITTT nn ' -I gip - ii ) --I- - ALM EA am amso INC= MATPLY,NG SPRDHG SHOWN OR SCWDUI B1 THE ING FACTORS ORS iMT-rs OPERMYCIS 10 EPOSSIBLE, O I 'n' b A:`WOHrA4FACTOR SHALL NOT ] I/7• - BE LTHIN US sRRTNG NOICATED ,'A FOR W. ACHOR TYPE OTHIS SCHEDULE I. 1 I/V Z. r No. 41 * •' ?,o�A ST TE O .'(�� :, ✓, •., FL /RID _yam. FSSi' N AL �,I+P za '"WAN .//1AA.1 ,t SU.1%_UK/WTE FLORIDA BUILDING CODE (High Velocity Nurr)care Zone anea mT .- 20 GAGE GALVANIZED STEEL STORM PANEL rP P) L/m]A I_TTC O IHeurn. GLOBAL PROTECTION PRODUCTS, U.C. GR MW S. e, STREET . fAN Y. tr I .r RM1.Ynn4 ANY D'n'E, R -11 I..- aml p1 IA-n N• IAYI FTT ,e, RCKE: (9+va)aee-TvS. FA. (D3a)R9-67DT 20-176 G-.N061'. aV'MPIG NN. AW.IEA A 1WII 1. PE an �~..._�"' - ^-*D+ ..,6)-T--i--'-'_- 9IEc1 :, a xr. INSTALLATION DETAILS FOR OPTION 02 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I I , ,-T- ---I 1/44 TAPCON O 6' O.C. --' T--'--1 1/4'. TAPCON O 6' O.0 W/• 1/2' MIN. TNREADFI W/1 1/2' MIN. THREADED PENETRATION AT WOOD PENETRATION AT WOOD NEA^ER HEADER ���,,,I ., _T .z:a9 CAL { , i:. ,I/2- I ./.. ,,'r , I/,. Y6,. WJ^C -EACH N U WCR HEADEF% - •A,.r. kFv'_,IPCC •_. - 1RE0'.I P.�L_L� COLT CORI. - 3 . f �-t1 a1H. SLPMATON T al4 i c s� same - EXISTING-j ON'"U" ") CLASS ,N,. SlPMWI,DN I : IIR. 'L' Mv. To QU­(� it -- .WaULE - PANEL LENGTH PANEL LENGTN I EXISTING I ON SHEET IS) (SEE NOTE I BELOW) 1/4'.-20.1' (SEE NONE I BELOW) GLASS-. SS M.S. W/ I -� � I I ] !Y , 3/32' 1 NUF I , 6' f;f J, I I I i L i t1 [ I I _ _ 1 6. CO ' 1 T' ^x"y' OL L'O EC I 2'.4' WOOD PLATE 7/8-. . 3/32' TANG NUT 718-S . 3/32' WING NUT 2ACOUNR'A4" PUTS IDOU REQUIREDWASHER O 6 -/,- O.0 WARNER O (BEYOND) I /tt-10 PANELAIATE PLUS 114-10 PAF.EIWTE PLUS O 6 I/4' OC. W/I 7/6O 6 1/4. OC. N//T 7/6' MN. INREADEG PENETRATIO. ! MIN THREADED P6ETMTON AT MWWWTH OF PLAIN AT MIDMOTH OF PLATE WALL MOUNTING INSTALLATION WALL MOUNTING INSTA-LLAIL0 ALTERNATIYE BAW ....... "T1� RNA ALTERNATIVE 88W O REGULAR PANEL ,e,! EP,,,,,.•[/j''', 9--LIFE SAFETY PAyEI SCALE 3/8'-, , per''• \DENS -. ✓�''''' SCALE 3/B•-+.' f \, FLORIDA BUILDING CODE High Velocity Hurricane Zone) = NO 44167 - eao2o n1¢o, N` i 20 GAGE GALVANIZED STEEL STORM PANEL `P •. NSTKLATIONS ME ONLT VALID FOR BUILDINGS WITH A.SD DESIGN LOAM = . * ' * - --_� .L: R' "� UP To ♦55.5. -72.0 PSF AND PAAEiS LENGTH UP TO e'-e• ." SATE _ .. F -'� - / £ //YY GLOBAL PROTECTION PRODUCTS, LLC. °'/'°/'°'° ,r', 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS 10 BE SOONERS _� .• / • • 1L E� y6O S.W 5, SIYtCI °aR ' PINE NO 2. W/ SPECIFIC: DENSITY DF 055 OR EDUAL ., O ' DRTD `-- jE-�R,° PINE fl . - �� TI 1: m +"fUl�zRA10 [aY ANY 113331. 4,V e"- " Y. r+.AOA w M,N PNa1E, (asa)eeA-15.5, tD54)se9-e16I .-t nAI.,...Y.. (A»,.n-,»INI1...TIME �20-76:NAE / Na YK/YGNAtWR/MTE G-0006'it9 - - -_ORATOR , ,X J, x, P E. 4.Ie) EHa 2A 3'/24 Yy ISLE WIT : ec:o., 4 W/ a W/0 ©, AT 2 'i #.-,• SAYS 1'/24 4'/24 1 )SEE NDR 3 eELM) 3' „n, 2'/24� 1'/24 I► is t 5 PCq vyEl 0 fs¢ N°rt 3 aElar, O FJO+ NID FOR 1;OI.CgC,E ANCHOR'. SEE , • MI, CONICT+EiF ANC,1016 `(' ITYPI }' Yo. O' 1. 9CWAILL ON SHIFT 23. IM WOOD SCRNY - -3'- _ I YY. 5[! SCCTKRAS @N YiCT Te MV. �S1 AT 2 (SEE SCWDU.[ ON SHRET E6) I- Mn 1* it., I• MN, - PAR,. ... _ _ _ I -E1ut• SINS S r, _.. _F-_ _ i _-r.. - ITEACH L,O S U• vr-t- T6 - 'Ar '- /7' 1/2• -- :1e •� I i! T !_c_T ,T I I I I 1 II i " I 1 M �r! � I III 1) J Lill (� I I - _: I `L' I . I I (E)O FARELI IRNn RKK1 PARK H . - =N,-, w , - Al -. W X •L- I , - - '- - ( - CJ A �PTT '-/ . MDR 2. ] . BELOW I '(ENO PA1Eu` 1 ( AIEII (II(TEA,OR '4wo (NTp6QII'vNet) (ETA o»Mw l l . WOW ISR NOTE 2 3. A BELOW N= 4 BEL I I , SEE NOR 2. 3 4 BLOW � � . , �' `ice, Ili � I f1 _-I. _ -C. ,:IF � " i!'.i � '1 � L.1I i �; (I';` •� ' �'I III I 1 I 1 ! • 1 [p TEO PANELS W/ , 1 __ �• BOLTED PANEL$ W/ i : I ' !• Qyl/ s / / 0. 4 MS W/ T. 1 H 1' M. W Y 8'F3 32� MNONUn9 II. 11 �/p• } ]2 WNGNVrS 1 I I. ...( I ( 1'a . . . . . 1- . --I - : I . � _ . I .. 61 EA 'A •L• 10 X •,. .D Y I , I 1 1 I-. 1 i I `1 I , I l i t 1 I. i I 11 1 I. _ , I I I i. j 1 1 1 i i I )rtt ,1: , •yyCEEE` - _. __- _.'_T_`" i _-_-._ J ��-. - PANEiWR MELD-) 'SEE NOR . HEIOW - 3-Iw - `Ms FOX CONCRETE WICHM: SEE SEEp'� . ~ MAY BE LOCATED- -- '- _. _ -0 /KTERNAR LOCATKIN -SCWDAL 0A SHLr, For saw A• END PANELS) '• �'t 2'. Suer AT FN@ OR , 1n- I ,/2• SEE SECTXSS ON SHEET 26 ,' Yin SEC. NOTE 3 � INTERIOR PAWLS seI- ?, fit GR O w/ OA W/(�' N:/ (--- 16" I W LAST PANCt Ci 70 % TAILED AI EJGN S 1L ." BE BESrALLED AT fKN DPEMNL SUEDE ALWMS AT FRWEICD W/ I tA51 USING BE PRDWDED W/ ITEM HANDLE N FACILITATE INSTALLATION TYPICAL ELEVATION FOR OPENING DUE FADE RFM HAHOLE TO AGU'ALL NNSROM IF INTENDED TO BE MSTALLLO FROM - IF WTENOED TO (H INSTALLED rppM c', N510E Of STRUCTURE ,NSRE OF STRUCTURE SEAL }/J2' - , 0-� E N� + .-1/" .n.. GAP _.-'I. Y., GM 11 -1/1• MIw GAP I— Nnz GAP -( - /A 1 '1oBQ W/ a e/o ©. (2 (TT-/' /Y --' -- fl SECTION B-B 2 -1 SECTION -A DID ITE AAW°s)T0" SCALE 3/32' - I' A'QN5 SCALE 3132' - I• OD (1) 0FENIn(k1 OF SLEff1 RO. E - 2 HANG STORM PANEL. SYSTEM CONSISTING OF PANEL - !NOTFC ,1. TRACKS AT TOP 61 PANELMAIE PLUS OR 15' LONG AT BOTTOM W/ PµEUAATES (1) DE%R8TJ0}I_gf SCRILS_ZDDD E - 7 HANG STORM PANEL SYSTEM CONSISTING Of Pµ£L . Cont. TRACKS TOP O BOTTOM. (2) END PANELS SHALT ALWAYS BC CONNECTED TO NG SILL WALL W MEANS O (2) 0 PANELS SHALLALWAYS RE CONNECTED 70 BOTTOM TRACK OTHERWSE A STOP Bµ PARElW1E5 OR, R USED NTL1 w/ t5" LONG TRACK AT BOTTOM. END aaNELS 8 SHALL BE PROVIDED AT TOP OF SLICN PANELS SHALL BE CONNECTEp TO 2 W/ 1/4'0-20.3/4 S. w/ 7/ ' ,3�J2" WING NUT OR 1/4.0-20.3 Mln- rNUMMITEW INTO TAPPED �(EXCEPi AS (3) IF END PANELS ARE CONNECTED 10 BOTTOM TRACK, CONNEC'AN SHALL CONSIST OF DESCRIBCD ON NOTE (3) .) 1/4-M20.3/A' WS W/ 7/8'9N}/32" WING NUT OR 1/4'9.3/4' Wn !-ILUBSCREW (J) FOR CASES WHEN END PANELS ,1fH USE JONTEr WI 15' LONG �i AT INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE A7 EITHER OF TWO ( BUT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 STOP EX7ENOR FLIT FIANCES OF END PANEL BAR 8 SNAIL BE PROVIDED AT TOP OF SUCH PANELS. (4) IN CASE THAT END PANELS ARE NOT CONNECTED TD BOTTOM TRACK I— A STOP BAR ]4), FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY 5 ONLY USED AT TOP) A/ LEAST TWO PANELS SHALL BE CONNECTED TD BOTTOM TRACK MOUNTED 10 EXISTING SILL WALL BY/ MCµS OF PANELVATES. ONE INTERIOR PANEL USING SPECS INDICATED ON NOTE (3) ABOVE. N SUCH CASE. G-ONN'ECTON OF PANELS MAY BE USED JOINTLY W/ TRACK �/yyam�// AT BOTTOM ATTACKING BOTTOM TRACK TO WALL TO BOTTOM TRACK MAY OCCUR AT MY PANEL LOCATION W/ TWO PANEUAATES FOLLOWING SPACING SHOWN ON ELEVATION MIDI W/ 1 1/1- (5) SEE SECTION I', 3' ! 4' ON SHEET 24 SEC ANCHOR SCWDLLE ON SHEET 15. Min. EDGE DISTANCE FOR CAS INTCRtON PANEL USF.O JOB(RY W/SHALL DOES EC7THIS ETHATT ADJACENT PANELS (6 E LEFT At RIGHTE BY ANY S SIDE OF (11l1)TEPIOR P µFL)$HAAVFALEED tOSHHHH11111F /VAT' THEIR No tTcpN-A: T!( l yOVERLAPS `. I`EP s cSi'.• \- FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone) p�' ' \CENTrOF No.4 am20 E`D'rG 20 GAGE GALVANIZED STEEL STORM PANEL �`AI *: �•A• o)/a/mm i •o'•, SEA - I IL E C O ENt �` GLOBAL PROTECTIONHKO, 1, PRODUCTS, LLC. a,E. 1,,,.1, , D ..'r-_\�' 4`"' T T[6TMq A �aMI[pIiNP COVNIY -, R '"' ,r V `N ,.... (TnI - sN r. (im v, HH wro11L (RH A" R6F3 TACT 19s•A66-Fro) 20- 176 n W_NP 'I'AII/ /ON L m^W' L11\ L SFAA./SKIAIURE%DAR U OP761'6 _ N/Lill Ht11 N4L,W r1ul x. PC 1-'N OOOA uV 4., 11 _ OW 23 Or 2• INSTALLATION DETAILS FOR OPTION 42 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1,4' TAPCON ANCHORS 1'4' TAPCUN ANCHORS O 9- DC 0 9, O.0 FOUR EL CONCRETE POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REGUIREO C__ I/.. 'FI ! REQUIRED ' i-C-41 , OF, 1/,. Yoz F f.0 a E.L.e $3 CON' 1' /y�., COAL I-. uww.-a, f t: I w ,Io. ro 13 I- W'° HIT- uM ', I" aude ,. o I ^u I t EXISDNLGy W A I EWSIIN_Q_I � x CUSS i I 2� GLASS I I z ; : ; i' 1 I 4. 1 ' 3N : iY ) 6' S 1 1 1 r W 1/: MH* I, YS W/ in, t 1 '�', I V )E wNP AV1 9 -, aQN 1 , I j1-,0'I'PAYE MATE PLUS w/ /O•k . 3/32- WNG NUT WASHER O 6 I/.• OC POURED CONCRETE OR CONCRETE BLOCK RE OLI'RE) WALL MOUNTING INSTALLATION SECTION 5A O REGULAR PANEL SCALE 3/6--," /r. I/1•. SFL SHEET 19 III 20 M. ANCMRS 'In! IYEAItlIt TIP[ - AN )LUX" SPACING FOR WSTALLATd13 ST. WOOD _ _ 11n .LOCO', TP.vHR (K.) ) ] FwYE outr NG. MINIMUM ANCWs SPACINGS AND .I- mot DWAWE ARE Bm1I ON 'Na; -IaN W,AYIA - N) ----- 3 - ) SCMMAE VCR E.O LEIS THAN NDXA:LD DN Me-1 �- DWI, 0,) 3 3 ,�__ SC.Ma REDUCE ANCHOR SPADING HY NLCIMlYRG SPACING 9HOeN ON SCHEDULE ACROL EO CST unwo NL'II 6r THE FOLLOWING FACTORS. FN THIS OPDAIXKA TO BE POSSBLE, P[SUCFD ' ,,' ),, - SPAC.NG OBTAINED USINTr FACTOR SHML -I I I/Y . . BE LESS THIN MWYUM SPACING INDIGTCD ' ,aD ,Oa FONT EACH . CIO4 TYPE ON THIS SCRID•JLL S 31 _ - .,P`�EA A:.T � 'i;;✓ , • \•\CEN, ,•..S No.44167 it : "O'. RATED . 6- /8.0 ]/ a 32' kNG wASw/EB (BEYOND) POURED CONCRO, OR CONCRETE Bt Q:U REQUIRED WALL MOUNTING INSTALLATION SECTION 5B O UFE SAFETY PANEL SCAT. 3/8•-i o' S` ONAL#-,/",-ts '/' W1 INIIHIH1,,, P.E. U.11AGNAIVAE/DIE GENT Rdl NOTES: V r0 -Z HANG c)nL7u PAN FLYSTFY 1 E-Z HANG STORM PANEL $NOON ON THIS PRODUCT EVALUATION OOCUMENT (P.E.D) WAS BEEN VER1:iED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED COOL, FOR A WAND SPEED AS REWIRED 8, THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Ko-0.85. USING ASCE 7-46 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 At 26. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED 70 AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (AS D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 B 26 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33x INCREASE 1N ALLOWABLE STRESS FOR WIND LOADS WAS bi2E USED IN THEIR ANALYSES FASTENERS SPACING TO WOOD HAS SEEN DETERMINED IN ACCORDANCE WITH N-D.5. 2015. STORM PµEL-S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE IAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 'Jr THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, Nr, REPORT / 2032, AS PROTOCOLS TAS-201, TAS-702 AND TAS-203 2 THIS ITEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 'HE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR UM T141S APPttEATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED FROM THE INSIDE Of STRUCTURE. 3. SERIES 1000 INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNK, STYLE WINDOWS WHEN INSTALLAI,OI 'S REOUIRFD 1i BL PERFORMED FROM THE. INSIDE OF STRUCTURE 4. SERIES 200D INSTALLATION IS APPLICABLE rO SINGLE AND DOUBLE HUNG AND HORIZGNi A' St DERS STYLE WINDOWS WHCN INSTALLATION IS REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. 7. ALL STEED. SHEET METAL PANELS SHALL. HAVE STRUCTURAL DUALITY STEEL. ASTM A-653 GRAN 50 M,. GALVANIZED STEEL MIGRATION W/Fy- 58.5 Ael (AFTER ROLLED). 8 ALL SCREWS TO BE SINNLFSS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN WOI8 W/ 50 b1 YIELD STRENGTH AND 90 Ae, TENSILE STRENGTH i SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411A 3.4 P. BOLTS 10 BE ASTM A-307 GALVANIZED STEEL. OR NSI 304 SERIES S7AINLESS STEEL. W.:H 36 40I MINIMUM 1TE1D SrRENOTH 10 ANCHORS TO *ALL SHALL BE AS FOLLOWS' (A) a EXI`-� _CC'iCBM - I/4•e TAPCON ANCHORS AS MANUFACTURED BY ITW BUTLDEx. INC (MIN 1'c.3192 at.i.) - 1 4• . X 7--IN F r 6 CAUA ANCHORS, AS MANUFACTURED BY DEWS INC MIN Ic-31700 .W - 04-TO PANEWATE rEMALE 1D A PANEIMAIT PLUS ANCHORS. AS NANUrACTURED BY ELCO CONSTRUCTION PRODUCTS (1'c-3350 P.1) A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2- FOR PANELMATE FEMALE IC h PANFLMATE PLUS. A2) MINIMUM EFIBEOMER Or 1/4'. t 7/8' CALA-N ANCHORS SHALL BE 15 7/6' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED I/.- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGN(SNOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS. A.S) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON -HE EXISTING WALL OR FLOM. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS REHIRED IN 0.1) AND IN A,2). (8) 1&--E7(GZi1EF. CONCRETE H1 Od - WAL_ - I(i . TAKEN ANCHORS AS MANUFACTURED BY I T W BUILDS X. INC - I/A' 0 X 7/8" CALK -IN ANCHORS AS MANUFACTURED BY DEWALT INC f'-ISOO pe;.) - 114-10 PµELAMTE FEMALE W AND PµELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRA£71ON PRODUCTS (fm-2071 P.A 1 ) I FLORIDA BUILDING CODE (High Velocity Hurricane Zone CZ0n `,Limo K I 20 GAGE GALVANIZED STEEL STORM PANEL - .- -\ - E�O �E6c \ w/s/mm GLOBAL PROTECTION PRODUCTS, LLC, .. .IRO I. t+ _11 N--- w1e- li 3 '- 20- 176 " a • cowi r • Ile A.W» AB,1 IT N. ,RC IH-I"1 " PHONE. (%F aXF -ma (..TM*-1I _ P,Y.IK N. G-6W . WNIER A TILLR N, PC ROINA N167___1-, PR .*+M - 16 a S 81) MIMWuU EMBEDMENT 7W OF TAPCON ANCHORS µD PMElTE FEMALE 10 h PANELMATE PLUS INTO CONCRETE BLOCK SHALL BE I I/4' 82) MINIMUM EMBEDMENT OF 114.0 A 7/8- CALK -IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE NO EMBEDMENT INTO ANY FINISH MATERIAL SWILL BE PERMITTED 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN000H(SHOULD ANY F'1N15f+ MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS. 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS RE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF aENND SUI PANELS. ANCHORAGE SWILL BE AS MENTIONED IN B,I) AND XN 0.2) (C) µCHONS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS µCA SPECIFICATIONS OF THE ANCHORS MANUFACTURER 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SNLITTER IS TO BE ATTACHED 10 INSURE PROPER ANCHORAGE THIS SHUTTER S,LI. ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME BUILDINGS 12 THE NSTALLATKNN CONTRACTOR 15 TO SFAL/CAUIK ALL SHUTTER COMPONENT EDGES WNICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING 10 PREVENT W RO/RAN INTRUSION CALII K AND SEA. SHUTTER TRACKS ALL AROUND FULL LENGTH 13 STORM PANEL INSTALLATION SHALL COMPLY 1111E SPECS INaCATCD IN THIS nRAWING PLUS ANY 8UtLCtNG AND ZONING REGULATIONS PROVIDED BIT THE JURISDICTION WHERE PERMIT IS APPLIED TF• 14 ATRIUM WINDOWS µD DOORS. INC. E - 2 HANG STORM PANEL SYSTEM•` S PATENT PENDING 15 (a) THIS PRODUCT EVALUATION DOCUMENT (P E D ) PREPARED BY THIS ENGINEER IS GENLRK_ NIT DOES NOT PHONTDt. INFORMATION FOR A SITE SPECIFIC PROJECT; . e WHERE THE SITE CONDITIONS DEVIATE FROM THE PA D (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SLICCTION. PURCHASE AND INSTALLATION INCLUDING LIFE SNIT' OF THIS PRODUCT BASED ON THIS P E.D PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SIrF IS THE CONTRACTOR'S RESPONSIBILITY. (.) THIS PRODUCT EVALUATION DOCUMENT WAL BE CONSIDERED INVALJO IF MODIFIED. (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH DULL BECOME THE ENGINEER Of RECORD (E OR) FOR THE PROJECT µ0 WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF TIE P.E.C. ENGINEER Of RECORD. ACTING AS A DELEGATED ENGINEER TO THE PE. D. ENGINEER, SHALL SUBMIT TO TKS UTTER THE SITE SPECIFIC DRAWINGS FOR REW[W (e) THIS P ED SHAD. BEAR THE DATE AND ORIGINAL SfAI µO SIGNATURE OF ME PROFESSIONAL ENGINEER Or RECORD THAT PREPARED IT 18. STORM PANEL MµUfACTURER'S LABEL SHALL BE LOCATED ON A READILY V154BLE LOCATION AT STORM PANEL AN ACCORDANCE WITH SECTION 17D9 9 3 OF FLORIDA BUILDING CODE ONE I-ABEL SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE FLORIDA BUILDING CODE ,�r,+0 `Ep A. T/Q;,,�,, , F **.-- •�,10ENS,o' .!/ ? 1 No. 44167 1 W • * : TIN• FLORIDA BUILDING CODE (HI h Velocity Hurricane Zan• �,n'•. FI _t11t .•'tG4" "D'c 20 GAGE GALVANIZED STEEL STORM PANEL �, in Cam. ' Fes.+, e1b`l'rz�.z.- � --- -1- "h+N a1` I I L I E C O Ewe GLOBAL PROTECTION PRODUCTS. LLC. GR .e: I - .eoO , 5' SIN(' . TINED 1� Na ! EIgNQBNO COMPANY PARE. C ,US'a ` I... Irn1 . w .. a„'"�,P _AMY.» PHONE T95a)R9-,SaS I. (eJZW e19] 20-176 PL .._/9°I/A1UK/MR G 0001 ]I9 --- R.wKRp ,R :A_.;�' �+ - - WNW, 2, FITM NU]RI u _.] - _ INSTALLATION QETAILS FOR SERIES " Oz OO ANQ_ 1000 E-Z HANG _ STORM PANEL, .)INTO POURED NgMp CaR]EIE CONCRETE OR CONCRETE BLOCK cowAER YAc-oAs Silluem - ca..acT ANc_ _ 6 --- ;SL* 1:I®V.I 1n-.. 4 hAM1 CPIIaWIE Ufi1A10 - I- 1Pe1N1. -U_ E�.ae'E 'Y.o'PR '. tKC . ((w saW` t - (r SIQf M) - (SQ Sa@AL 4 1- /•'•' " Y3. ��A. s.as, a) \ • >Yi.9 m1 WRET a1 Q II'- ,+I(,kr 'L3 �• nc I G IUD ate I "0 '�­­_No9em OPUPer, 97 j C. 1.3 raven 5 s"MIT, / Ps 11 1'. I .\ PHA. I . I _.:a,.o T ' - � .nDW) I ! I _ 11 InYH2w/: I ,I,-i. I,. a ,I` I (- ZEIAd .r,. 1INy HEAP Y3 (; ' rj I - cwKrWlesli rnPI I ' I I KNA +. I q. I I f , sere) 5 II y_ 1 % 1 I Ni R,Pi I YL./ )/4�_,.. I I I Ti III I 1 I .An • I 5' 1 1 _.__ l 1• i .1---'t-- � 4--''- -- v 9 : I _ - 1 I 1 . 1 I 6 I I T 3 I4 I 4K 1 1 YN I 1 1 1� ' I i ISEL Sa ENLL 1 1 IS I III ..�1AC I I 6 1 9 OW 9E[i 2e J , Np• L Cw UIE , M I y - jy-� R I ALE SCWOJ E I ,/,Y-m.,,/.' i `'OYViATXN ( I 111 SCREW fY' 'n L 6EPAM,ON 1 y' ;' 3 1 9EE ]6(DIAt 1 f �I i-r PN 1HS, ]s 1 ]/e / Lj w YA 9tPAR ip I TP aASi i 11 /e•.a3/33/ I 10 VAAn. I I ]j8- / i : ON MSC] 25 I /7 r+c .n e y 1 1 WNG H 1 e ,'AV' 1 I WWc , raA Mn SQMAl10Y // ^F`UJ/N / ,�I I TO aASs /I ` FM1 6.dAP p I I1// EYEW,' MRLA➢ I I I y/1 .- �� E, ; 0 ON65. X I u. i g I / _ I ., I I Fri- I 1 op �� 1 - i D li 'T--\'- --Y-?- f 1/']/e'.S/ET-w6:9 � i W ^1 � I , �/��) I ( 2e S 3 '•�, i i I T Iv10,r A.c I - ) !f� r .,--(F� ,I,.., JB �6 iLcaNI I r IF r M .3•Mr) I liI ii __ I� cw I l I .r=.�- �iii ceiims r.Ir PI I I � 1 I .: I I T I� T-. . ' �., ' - I � A a,, T L__J I,• OF� , I 1� -T�'- 3 G, 1 _[ . - -- KOH"C 3 ,o PA1WLwrt - i i I I i 1�?w/•' Ys mAFAc,1 'c y i _ Ysa .c•3wvv- _ , +`m1/i .1I I1lYS (5H e/3]" RA arUoa+ 1 / ./ IA"ry� a1 MQ" ]St' ' J , I crAY� 4 _ I d1 /.1xw1/.• tlAel: / -,3 I' rn _`.gilt' / WA M ,/ • -/.• EO DO ._. - -_ IRaL .4A.pa 111 (1p / / nN1lCNw IYT •pm 6a0W7 WAD.EIE MKAI'JWJ _ �Y f'-;-1•3/]i' ,pIT (9L1 TER ANac.M, ,, ' NSDIFI .�1 ' - IDYL OF tMt so,axNL o- PW .)) - fZ': 1 OAZ SoEnui -_- --:.D-1 I- XHDn`a,vo a aaE, ]s. _6) ,WnY,I, oIc WALL DIRECT DIRECT MOUNTINCINST. - ) WALL INST. SECTION 2'. SECTION ' 0 .I SCAE 3/e.•- FAR TO CEI�NGMOUNTING INST,TO CEI�NG MOUNTING INSTA BUILD -OUT MOUNLNG JNIL SCALE 3/8-1- ! 1 . I e j SECTION 33' SECTION 4'' W/♦ -v I,w" SCALE 3/8.•- SCAUf 3/8•'- iTT SFTati.,NNR KDIAWYEHTS zM -"� /,_ .S. 1>71D n I .,ALP 0 A, III IINHN T Lti eM tl 1 'U A6 , ,11111 , I ( aF - . d ® PAIL Lj}T CIiMEL �U rAAalsAEv]LL G1 ' EF1 1 T/ E AI z7a °ASED oN IOOo a, ]�0 ",, � Q 1 ! �2 1� � YENLs wsnu,XM1 ,roe nN tl,rE' 23 �'-1�I ''y1CVVSr 'r �4) 1 7!1'1T-- s - 7 I s HatE FIX+ aMe...TMN. IX SPcr9= - No. 44167 - - 0 'o. A 90 DY w 1NK GA. K - I - FLORIDA BUILDING CODE (High Velocity Hurricane Zone © I '0.5a , N An ,A+ o SIT An - ­`11 .0 :Ga•:I- j Ls � �=s90''- FTATF DF :'A(q' . 20 GAGE GALVANIZED STEEL STORM PANEL : �,F °DETAIL I . a LS/ y--y Nc�••• 6 \ GLOBAL PROTECTION PRODUCTS, LLC. °'/""`e SFn F. 1/2' - I' VIEW X , r�•AAy,� I, `t I�E N V /h`F,4 .M. 11St TILT I�TG! EW ER ,' .N.. iTml r. .fp Nw IMF: FI•_N PE SUL/SKNATURE/GATE CMG-71N OKRA A ,Il3I: PE mKo 1 W. 31 ST.eEl DOH. NL 3331a PNIxC (R6•).69-13Hs. TAX CD51)R9-6191 20- 176 O`MeIW NP a�'--F-I . aEn " m n -4-­` a) C__ U) (0 (D a--F U L_ N/�/E•�� Q = � 0 c � CU U TOE V 0 Cn O ­0 U O ­0 -L -0 = O s Q O I(D M O O {.- LL I.+- O M > a) F= L W L r- � . = r�n V / Q f=V z z LU J a C `_' .0 � O � L , y O mayy'' F O CO CN1 m J^ _ C 1.A- C1- N2 UAL G ,, a 0 5Q d ., �- D - I:JG 7 O +c H $I , CO lY N J =- v L 0) N 7 cr- Cl.. c E co a 15. (j .S }^ L ,/ (1) ^W > 0 U) CDL 0- a) = = -0 Cz L_ 0- 0 r� V L W ww G Z Z Z Q J a_ SHEET NO. SH 1.2. MAXIMUM A.S.D. DESIGN PRESSURE RATING •a.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L' SCHEDULE FOR SERIES ROOD/ 000E Z HANG, STORM PA C, STM l F I' 'N A N Y "'- N R OR _J:...n:... ..:.,..AS ° . _ 11L„ t. 1MXNLRM ASD. '. MCP PANEL �L)E11O71r OLStHG �RESSURC m1°M iGN I TO l SoEtIOr" ( ) TO GLASS CONmPANigN SiCT' im'ISE 1 660. 53 7p' OR I_.SS -_-_ 9 fe' I' 2 • 3' WY 7 / BONED 1 2,R Air SSA .66.0. -75.3 IO' OR LEA 2 7/8' ' BOLTED • ak .IY W , <'1- - SS Y. WIN PA LENGTH • BOATEL / / 2D.3/ S.S S t ONU' A, OVERVIP k •air a 4F1 MEASURED FNOM BJ1T0M Or PAN€L. MAXIMUM A.S.D. DESIGN PRL SVP F .8.1. AND ORRLSPONDING $ _,L__.AT1L{C_ Eg_} A C MAXI1dUM_A[{Cji-Q$ 7 SPACINGSCHEDULE FOR INSTALLATIONS INTO CONCRETE tCONC L o. - fDCU DSTANCE UCTURES A Vk1L 9RP ...:'A�"9tr PER- _Lr RV_{-' 45MLF­ - MAMM blAti ANCHORS SPACING fair E. 0. . 3 1/7• « APRxIB:< TO 1 AS.D DESIGN --. - - - - SECTIONS k I F T P MNGIN, PANEL APCOMS fKX--IN PN+ELwArc FEMALE O AN[tAMTE Ru5 PRESSURE AM T COIIBHM rON RATING m MEr conmETE To CONCRETE ro ro Oro cmlrleTE coNrnEle .e. r. aocx I aOCx 12- NJA � 12- N/AY 1 12- 1 N/A 12- N/A 1' tr 2' (TOP) I 1t' 3- • 10" 3' 5" 4" 5' 4• S FNES (BOTTOM) I 12' 3' I 12' S' B' 6' B• a• I' (BOTTOM) SS'E"RIES igoo +-''1 N/A N/A f MIA N/A I N/A N/A I '2 '/2' ti' 2I (BOTTOM) 66-C.-75.3)- -I - -- --L-- .I 70' ON Ii. SS L 7• N/A ' 6 1/2- N/A a 1/2- N/A I A 1/2' N/A 3• (TOP) - fl 12' 1 N/A I 12- N/A I 9 1/2" N/A I 9 1/2' N/A 3' (Bmoolm) 12' N/A 12" MIA 12' N/A I 12' N/A /' (TOP) 1T" 6" 12' 1 9 1/2" 12- I II- ;I 12- ,1' 4• (BOTTOM) Ar U1,DTU 70 86.0 P ..I ASD. DESIGN PRESSURE RA,ING A SEE SHEET 76 FOR ANCHORS TYPE k SPACIMG rM INSTALLATIONS MID ROOD FRAME Ar U1,DTU 70 86.0 P ..I ASD. DESIGN PRESSURE RA,ING A SEE SHEET 76 FOR ANCHORS TYPE k SPACIMG rM INSTALLATIONS MID ROOD FRAME OUNDM0 SP RAINY' RAMC i T K'N65 'NO JY COOL Dry E ARE rGFA CH SCHEU1 FOR r .0 : _ ,INN TON O1, SCHEDULE M E in SCMOLKZ REWCE ANCHOR SPfl+NG R SPACING F iM BY YULIiq G SP 14 ACTORS N!N SPACING SSSW ON SCHEDL SCt BY 1 SPACING AN f r TN6 MPO11W G m PO54BlL, RCO•JCFD s"wAa at' ED LISe1G ACM SHALE. AWED USING THAN YI.AIVY SPACING INDICATED AN AT r10T BE LESS FM Go• CIIM TYPE MKAKWS LEGEMD 1/4'. 1/4•. 1/.•. t/ALE ANCHOR m Tom„ PAW n a PATE tl ti a,U -A - - -- - --- PING M ] ! ! 2 T M44PeTA.a ererN IRA.) - i­- -- e --- _.. ! ) UR AA`3 &"saw-(Ii --- 3 - ] In -- 3 ,n ACKX EA g31L room naDlt __ T ..�.. - w- - --- �/2.------ --�a R .e]--I -a - -- _ _i/ ly" l + REOUgfiE3 Ma. DISTANCE BETWEEN BOTTOM OF PANEL AND 0 TO BE 1/2' 11/2- M0. 1 I ++ orotORES Mo.. DISTANCE BETWEEN BOTTOM of PANG:. AND 0 To BE 3/16- J3/, 6' I ' ( M0. N1111tiA CAC(/T✓�N ;sS.. e '•'sV y :. NO. = clm4 ITEM - *: * : W - o'-. S TE OF -, �f- -, _ ,0,r'.,%2)RED'1. ,' yam IL ECOFN� FSSIy "NIL E ` i,LLir TESTING CNPIMG�INNO CO N "oam .7 .A'"M ," (-­- ,,,,"- -- toAYY "'llrR U.111;-, u-90 1'Ir ; AL/scw,,R /o "µTLC A 'WI Nr. PT FLORIDA BUILDING CODE (High Velocity Hurrlcana Zone 20 CAGE GALVANIZED STEEL STORM PANEL I ay�„r: R, GLOBAL PROTECTION PRODUCTS, LLC. 07NN D Ae00 5 r. 51 STRTn OAVL n -1. 20-176 PHONE' (..)M4-75.>. FAX (95.)"W','97 OR.YMIG xP. - - _ 1 - YKnt ]5 m 24 COMPONENTS FOR REGULAR, LIFE SAFET' & E-Z HANG STORM PANEL SYSTEMS (SCAT-: 1.) - 15.125- (TOTAL WIDiN) - - 2.1Bi_ - - - 12 Sao' (EFFECTIVE WIDTH) - )- -) - 193' 250> _ a :,<• (TIP) - f 37A-_ _50a'N.7. I `5O' - _ 1,3$0' - �- 7 350' - :T.SW' T.250' too' ISI'- - 086 'I 1 I N .1 l 1, I T 1 1 � . I 250`- 002i uN. TINCA -- h • 1 3.375' Lba10' Halri HEMMED F VA/RZCC' STEEL ASTM A851 TYF RMMUM N 'Oa.'-[7- A.`9EDGE 91>.t alC' GRACE 60 •IEAIYED7.1 ^2. I IS ,OEi J-I G-6D cAI EDGE oe• A AC I-• 35D'--' O STORM PANEL _ ,350, - DETAIL A - - - II 37s' I -- - F PANELS LW.L BE INSTALLED ALWAYS - 2387' - TO RC44 'A'ATT"END PiNELG "He � "F" LEFT SIDFT E OFI O2 HEADER u, TRACK FM ALL S END l7P I I w/ HEMMED EDGE 11 .D,Ds" ` �. - , 0..0• Z ;_ ,' 1 1 407' e.625•L��� 7W p- z25o - 4 ISOMETRIC VIEW DETAIL A ,J3.1 - 957 + 1' 250N H;. -. �:... II"HER O ENDS OF PANEL'S , . A9n..LM3' -2378' - EN _= Col HEMMED EDGE NiS) 2.500• STUD 072' I oar _ �� ' ,T,R II ,SD. SO KEY HOLE WASHER J105-H151 NUM ALLOY 0". L I. -375- SLEEYE 2 1 /B" I T I250' 1 1 MAX, LENGTH 25I .r ' 2.0W' - , 2.000 I - _ 193' ( REV "H" HEADER * "U" HEADER U(D• cx'. I- I' CAN 10 5' M-- - - ALL MAX, SLEEVE H LENGTH 10 ANGLE 3,A• - 3DOD' _- 3e- .2W' 60a I-T6 AL10Y n-F- 1�iW'.Dez-_ - ,1'.i0 275' YIN _' ; 1 67,'2.000.1 E.y •Ns 123• 11I .b. 250• --MN O 4 YIN. 00 ( I ,1.000 I ! 1 RIP) 1-m DSO'._ ., \.% TSa' - 2.000'- - 1 I -_ Q - - SEE YC*TOvs - _ _ .I, 204' 1f3 BUILD-OUT-r 1q4 BUILD -OUT "F" TRACK 15 & 51) WAS14ERED WINGNUT TRACK ANGLE (7AMAc 3 I— FT TOP EDGE m PANEL ]75 •.210' t . ' PIAIEL •.6253"'� P0A700• I • 1270' - RANEt _-` 625 375' �- I'P 60EraM EDGE OF PANE. 1/4•A-ZWJ-• - '50' - S S STUD RIFTED .125' I0 AIHGLE • e . /.. - M • 17 '/Y 0.1 (4AT RE REWNSED) - 6f8• I I.50o• E L �.. I (TIP ) O ANGLE WITH STUD 007 (Mn . VAh[ C Sitil C. 575 ["f­­ IrC250-• r , -t +1 S) OR f S 0 2S' �1 © KEY HOLE AT PANEL ✓9 - 750'- .BAST I ISEE SHEET 6 FOR ADIDTIONA LIMITATIONS IF SLEEVE LENGTn IS 11'. - - 125• ONLY VALID FORINSTALLATIONS INTO WOCO STRUCTURES I .. ,w 3 7SD' 7. M. A RPLY 1750' 250 , I (1YP - 2 O00' U I 11 "J" TRACK 1© PANEL HANGER (1 1/4" WIDE) y (USE ONLY FOR E-L HANG STORM PAN_ SYSTEM) 6063-76 ALUM ALLOY It FLORIDA BUILDING CODE (Non H7 h VNoc1 Hurricone Zcne W z �30t0 'LrFb1 °K I,' 24 GAGE GALVANIZED STEEL STORM PANEL I \\ pW"/20f0 ` far IL E C O INC GLOBAL PROTECTION PRODUCTS. LLC.1 `A TILT ltanlfe k Etfel�•ER„q uo9 So. 51 ST w MN[, n =I. 20-175 1. am an"•-, Ada It arl At.-1v" r IN,01E (YT.)®9-75.0. FALL' (9N)w9M-6791 ••w. 00041'/ WALNR A TXLr Ar.. PC �� !J xA. n/17 1�J .P�tEA A:.T.!4( ja EN No. 44167 * STATE OF r j 1 I PE RNJSIGNATWB/OF.TE - -- INSTALLATION DETAILS FOR REGULAR PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE ET CONCRE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON SCNFDULE ON (SEE EXISY:NG POURED CONCRETE SHEETS 9 THROUGH IQ) EXISTING POURED CONCRCt[ OR CONCRETE BLOCK SHEETS R THROUGH 10) OR REG, T_ BLOCK REWIRED. REWIREC. }} _, TERNATE LEG I EXISNNG POUREU E D i LOCATION CONCRETE ANCHORS (SEE SCHEDULE G CONCRETE REDLINII- _. Y j SHEETS 8 THROUGH 1- _ _ r.,. - - �' I -el O) I ...... ...FAO `f '- - '- - -NW -"' ' /2- . .4. Noi ,e, SOIEC OR J 1/: �._.___�._ _ MAX/.' -I. 35. MT W/ nR MAX CONCRETE .ANCHORS • 2 12' o.c r i E ' , , E A (SEE SCHEDULE ON 1n'1 �__ 1 1 r I I / .) , SHEETS a THROLN+• to] I - 1 I 3S•"- KiAo aX7a LL 1 i 1 E.D •� 4 ,/i ° c I 7• MLA. 11 r j ' I PANEL LENGTH i EXISTIN�C y I - • E.D .. Y I , ' (SEE SCHEDVLE StF GRASS 1 I 1 �J,) ( 1 �--� •r um. 1 I FOR 55iPAE4£R3 1 I .,'1'I SEPARATION I (1 A SCNEOU 1 1 n Goo , r t0 GRASS. ON SHEETS 7� ,n (SCE SG1COUlF I ,fa:_2P.•' .ca ISa 10 F 1 iI T I lla - All ON TO GLASS I I I/.: 2Or,• M I ( LOanN oAT+ T-d) - (SQ SCHEDULE ON 1 S."' BIAS W,Q 1 aM S+rER ]) W G 9,OlN� SPACER; Ma.. Y 1 ' t , `L SHEET 1? ; M G O.O4AP I • (- - n.a Y / 1 ( PANEL LENGTH 1 - AF N r 1' Mai. } 7-4') I ITCH :ATA LDAQ PANEL LENGTH 1 I 1 1 `} I I (SEE SCHEWLE I -I LEICM ,Tn ` MIn. 1 CAN SHw, J) EX2T.,E��1 I ( I SEE -SCHEDULE OF 'i i I I {{ r II ( MAX -. MAX. r j I 'i 1 I -yam' 4) h� I SLENRH I I" a 1 C D 'yyy I O50% 1 12 1/2" D.C. `,� " 1 I MA%1 �O n•1 In J I r 5 rcA° ea T C_ 1 I « eA 1/Oc - CONCRETE ANCHORS CONCRETE ANCHORS I j I A T Y L_.-L__�{ 1 EXISTING POURED _ (SEE SU'EOI:LE ON �� (SEE SCHEDULE ON CONCERT 1. EOCE OF MALL OR STAR S"rI'TS 8 T,140:OCH 10) SHEETS 9 '-ROUGH 10) -'9� 2 1/8- LONG MAX. ALUMINUM _ REQUIRED - (AJAR, CONOCION) .1- `�! SPACERS* 6 1/4' O.C. VALIC FOR 3/4' EXISTING POURED CONCRETE ALL DESIGN LOADS AND PANEL OR CONCRETE BLOCK EXISTING 1.16E0 CONCRETE LENGTHS PER VIET 3. CONCRETE ANCHORS "'i, OR CONCRETE BLOCK !� REWIRED - RCOUIRF,D ,pA 1' MAY LONG ALUMINUM SPACERS O (SEE SCHEDULE ON - ED - Wry, 12 1/2- OC. (SEE TABLE e1 ON SHEETS 9 THRWCII To) SHEETS 9 k 10 ) CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING WALL MOUNTING /DIRECT MOUNT W/SPACERS ,Q OR HA SECTION 4 SECTION 5 5ECTION 6 SCALE 3/8.,• S.^.A.f 316-'.- SCALE 3/6-1- 1 I i IPIII """"N I "ZED. A:.TI�(/J' ,, j ' P\ �' c �tCENs(.''✓�'' FLORIDA BUILDING CODE (Nun High Velocity Hurrcone Zone TT z 0. 44167 � na174.'IG 24 GAGE GALVANIZED STEEL STORM PANEL r, - DAMP, 8, N oTLf QR___fQMe1NADQN _ QF_.SECIl43:. E.D. " EDGE DISTANCE = ; STATE Oi:__ ,' _ is=�- I L E C O IIIe '� GLOBAL PROTECTION PRODUCTS, LLC. ,,,7U (SEE SCHEDULE ON !UP & BOTTOM MOUNTINGS CAN BE-;9U,r� F10 RIOP � nu a .NY '°°o s" 51 sT•cT ••'� ^ wYE. 2 3v,. SHEETS 9 & 70) COMBINED IN ANY WAY TO SMUT ANY "w7 2 7 �`'. ,,, C o .I'_... h (SN)AM-T5.5. Alt: f-Illialn, INSTALLATION. RYA %Q""'.i*. / - rw ::. T" LO _ u.-000elle ,r1111111RM /9.NA1Yi1[fDAT[ wAL�- A TI TIC A",•1 P E 7P TN[7T 5 m 1. ---- --- -- -..-- --- -- INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL 1) INTO EXISTING WOOd STRUCTURES ' REWS ,. • a' 0,. , -�__^�--._._ `/2' At,,L SCTHREADED PENETRATION (] 2'. WDDD !- a .AG SCREWS • 6. O.C. W/ - ", "CITING WOOD ,EN•EA ' IC, iWEIDFD PEMCTRATON __ .a I I AE'ONRED ,/". ,", SCREWS a 6' CA W/ ' I : ,AT OR ON EDGE ,n Mn TIeEADED P[NE'PAI- ., Y151NO W(JOD •A R E ADE T7 c RXLaNc p MabO 1R.ADE -----Car, ,' S.Y.S. 4 e'. - 1 - _ I i � vuacor 'i1 /<. •-2w3 •• w s r , +wr su 7 s w r,s a 4 I 8 >� / Y wHNc one f k' / �' Nin- , HU' • u END ro a 17 or '4 1' I 5 c..A : LAG SCREW: S• cc • F h1" Sw5 I I S o I 1/A' -20 US `J HEX A= ILE LNC,NA:KIN "1 EA MD Q IT �'' 1 I ,IfM Y5- W/ 7/ez 3/32• TO OtT,N4 IEM[R 3 (SEE OnAJL :/2A • I HAVOC .I Tm EVER(TIP )N ' NOTE IA BEIM) _ NNC .10 YOYRM tl,' I . 5[X OE'r 2 e )- cm15L..a IH R°"EeTxlir�l+ 4 F+r1' sPS ,,�. •L NmE. iA, eu,3r'i �AOEFI 11 I UNATE 1 // REo rAco SCE DETAIL , 1• k 1 -u rGw IiEi.De 9 .- I WaL HEADER wo,ilu, ,, - I 1 - _ 7 9/16' YM I/A'•-7CA,3,•1 5 { -SEPARATOR , 10.3- Y SCREW w .1 _ - SEPARATION I ,/ '• zas/.' j 'o �^ss I 7ie:.]J3z- 'x[°acnsi nJ GLASS I MS w/7/61.]/]r w7NG NVr • F! 17• J.i -t1I AC i v li WING AUT • 7 "" "".,AO x I - (NEaAP i - RPARWT� I g '/.•.-2o i - TO CLAY I/i •-20A3/i i w 5.-REYI w/ r ML/�S�REE://. w/ •-u1• 'j' •.' ] Yi'6• Yrr. ]/B•.•3/32• •.� i`9MATK.. - 1 ARMS NUT • _ MI6• N3/1�• q$ yp 10 GRASS I EVER. OVEWIF INEW" OVERL.AF L%ii I llI I '"C� ;T 1 I r'a r ' �--' 1 I 1; - 0S ff r - 3 1.1I i� J i r --�; --g� f--- rI/4:-20t3/4Y.S. 7I.NQC ( I 7S1. pT _ 9/ M �I 1lM.O �I�' - kil ppa33 _2 iI^ III^I 4��,­,�--" «� Iw.. I 1 ( 1 IPb- • aAMUAArc FEYµF O ... s a w /•'24us2 'h ]] RINGw PANELWI[RAYS w'( 4 /p,3/-1. {a'/aT 1 P •7pt]N•M.S. CW 71T79ewD@ 1 ,Y O-_U__�_.-'�: '1 0 1+U1 6.R /A:-XA]/N• TN�REY (SL[•NU)C IA mA:TWI PLNCTE4'1;M• 17 .-A-Y�=X$�-I�),A9•a3/37•RANG1/a'/ WI( LTG S•'RDWS • 6' OC .'A!'wt •2' M:n nMfADED PENETRATOR O YIOOD ALATE REWIRED T,B'. ;NJYI3J M.5 w.• DIU'C 1'SEE M OTH 'Y PATE Al SE111[S 2W0 .. / ]J NV` BEAOw) N I . •- i FLAT M 0+N EDGE 1 7iLNLT i•lo a ) [RG� TAW-7DN i M.J. w 7 EY. (2) I a PNIEI,AATE hair W {j{4}-_ '+1IYB5[REw 6 / / / ]/7]- �_ stE NOTE IA $FONT _j 1 716' III. PENCTI4TON • ,2f•M ( NUT • fJ' OC WALL MOUNTING v ( CrH sr.� ,� w SCREwi • 6' Or CA/ ...T/i. LAG SERE. • E' GC W/ -- w.n r2j 2..' INSTALLATION N,n THRE-=- PE,ZTRAT(m. ti, . -i- f I 1/2' Yn IYRF VED PEN[ RATION WALL MOUNTING Iti'01ATDGR ALTERNATIVE 2"W ___ Wiz'l'r: ,e • aro Or "LATE .w.o.,, . aTE. low - _ Y,,, 2.t�. INSTALLATION -' .- " PLETI A,L WOURIFLAT .am FvT ON EDGE ALTERNATIVE 1 "W - __ - ' - --`- - - -BUILD -OUT MOUNTING INSTALLATION FLOOR TO CEILING MOUNTING NOTES I ALTERNATIVE 4"W INSTALLATION I NSTALATIONS ARE Conk. VAUD VON BUILDINGS VPTH A.S.D. DES: 4 .Oli � I,IIIww,il,I,fl SCULL , JP •C +66.0, 7 P.l AND PANEL'S ,!WIN UP m V-10• 5`I``Eq, A. TIC..",,A TERNATIVE A-W Y FOR NEW WOOD ""i, N VCTE.a a L, MEMBERS ,O BE S11U,NERu _ ``` -� ...,.. /J " ,,,, - P E NP 2. w/ SIP! - ;! r,.TN ,! ) 'XI EOUAL I •• ✓�1 s `�'yQ\'''• 1G EN `' SF '-/ -. -- FLORIDA BUILDING CODE (High Velocity Hurr;came Zone)] E ,k * ! ND. 4 * � x ^ �^M 20 GAGE GALVANIZED STEEL STORM PANEL ��r Si V.^ V _ .. WT.�c. ,u:c;. c-.. - - PEDGPEO TAT F I -. F ` _ -- / 1 at - _-� /TO]a -M $ 0 /u 9 '. _ - - - / /w GLOBAL PROTECTION PRODUCTS, LLC, a'� E ONc6coYPANv Imi d-D x�La., iL::�B: ALTERNATIVE TOP N AO .- jMQQ�,�'g ��F'.f�0.. Oa'--\� ./,��TO^.g> nwr EEIL �P MIX, W,.' SPA M S V. COHORT N t G N w !M ..r. - H .T 20 17 ,av k IG`iFi4 uwN •X. H. •N u1. 0 A NOR LQGAT)Qjj ',Y,, CON E FHaFE. res. ro6Y-7su :r"ivS.Jee9-n79v 6 I c„Lrw.v L , i A„,. i ..1- I-. 1w1.1 -1M.'w WA, T4 SIT AN. k- µ11I1 SCALE T J.• _ NFNw, MA1.Ww N- I I,4AIWJ , •,EAL,50N.TUIR/YTE .�-Xiv6.19 MOTE S"UnEA 'R.CX3 NV' - .w. - i. "WI . A. .TALL N•. P[ - THEE', :4 m 34 ORrAA U «t47 MAXIMUM A.S.D. DESIGN PRESSURE RATING (D.s.f) AND CORRESPONDING 2/4 /3/4, 4/5. 5/5 & 6/5 MAXIMUM SINGLE PANEL,'I) LENGTH `V SCHEDULE ONLY FOR REGULAR STORM 2W/6, 3W/7 & 4W/7 PP._NELS INSTALLATIQN INTO POURED CONCRETE, CONCRETE BLOCK & WOOD (T) J' MAX__ ANCHORS (WEE scHEDUE oM - 3. 1 • .IN SHEETS 9, 10 kl l } -I. TIN SINGLE PANELS 1) LNRESTRAINIED SINQLE__PAKI.5 I RTSTRMNFD-AT.LACH 0 0 - .--- _-.[�4%I ____ 0 1 ----_ - _._- tii TOP 4R-�TTOM a ENE WT)LTBAC-.N .-! 2T._4L- Pfl D. M..(2. O. ®. F- I - T - - - - 1- T - r - - - r - - - - r - r T I I I W1Tri..TRAO)SS-_2.QTs.d DIRECT MOUNTED AT EACH 1-1 I-— c--\ A I_I T�T_-r-*. ! T-• r - r r - r-I---- 11 ---- T MAXIMUM PANEL LENGTH .L+" OR .L-" ((t.) 0 MAX MUY ASD ll PRESSURE MG T CONCRETE k WOW MSTALLAT10NS 1 y (PAT) I. -) L+ I L- 2OO 12'-O' 12'-O' 2so 1r'-a- II. -a• 30.0 EI'-8' W-9- MO EO'_1' 9=4' 9_6 a 9 i.so 500 9', e'-4• SSA_ A.-7- a' -a' 60.0 B'-J 7'_Y - aSD &' -a' r-.- f0.0 7'-a• Ir-O' . 710 -7_ S - e-,0• _ r-o or- i' a5i0 _ 85.a 6' 9' 6'-O' 6'-S' S--11' 1000 r010 _ 6.-3 J._9. r10o S-7' - 15a S'-6- I t9I I 1 5'-5- MAXIMUM PANEL LENGTH .1L+" OR %-" (ft.) 0 MAXIMUM .AS. D. DESIG PRESSUU RATING (P..II I* -) CONCRETE k WORD INSTALLATIONS f Le L- xio vso N-. W-W r3-o ,1'-7 -- J00 1I' a• 10' -10' 10'-7' e'-9' _ _ 35.0 WO SSO -- eo.a _ _6Jo 70.0 -- e7 - a S. _ a o' ea' 7 9-_ 7­51 7-6• T 2• 11 -11- 6,-8__ _7'-S' y.-2 7-a- _ 71 0 aQ0 6•-3• a3.a 7_0- C-3' - 950 e-- 1000 IGSO 1100 !I. --,,s0 _l19.6 MINIMUM SEPARATIDN TO GLASS SCHEDULE MAYIMUM PANEL LENGFH HAND SPEED 4 I" -To' I WINDSPEED> ITO mPA (h) UNRESTRNNEDT RESTNMNED iUNRESTRAINED _ R15TRAM0 30 OR LESS 1• I 1• 6- 6 1/4- >3) ID 90 I' 7 t/1' 7 1/2' >90 TO 1.5 y T/2' ->1.5 to Is" �11• 1' I 1• - 1 7 1/2- MINIMIIM PANFI I FNGTH lint FOR A GIVEN MOUNTING CONDITION I L ! : f 0 v _ x V 1 r - I . I _ l.. I ®� r UNBOLTED PANELS (SEE SECTIONS AS IBOLTED PANELS A•/1/40-20r1• N.S. 9S. DOER A/ O EA OVERLAP APPL-C-EtIl I (SEE SECTIONS AS APPLICABLE) I I 1 i L,` i D.M.. 3O. 4. 1 - - 'A•Le- O O O - - 0 - - O a HH. 3. MAX r MIN 2/4 1/4, 3/4, 4/5, 5/5 & 6/5 I• MIN. 1 W/6, 2W/6. 3W/7 & 4W/7 _ ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 III - REGULAR STORM PANEL _i_ ELEVATION 2.607' N.T 5. 1/1' Aar GAP 11 (MN O.ERAP -1 Y/V]lE wilm - 1 HOLD-W1 T� DIRECT 1. I •0. STUDS" ", j rgL�K R TRACK MOUNTBOTTOM MINT i HEADER FADER I ANGLE TRACK w/90E 1 IXbSU1K5 - DIRECT NLKONT aB" J7' I M. i 35• 55. I 50' SO' '7� I S•X1.5' STUD AYGLE ___ SS" 32- �32' j 32' 42• 38' 38- T TRACK 55' 37' 32• 42• I 67• W. i- 60' it" 1� TRACK ANGLE w, SIDE GOSURES - `VO' ]Y 32' - - 1 38" 60' S6' I 56 T TRACrf -_ S6' S6• 1 ". 32' 32' 3a• I 60' L MAX `.AP '�` SECTION A -A 11 " N.T S. - NOTES: (1) L+ MAXIMUM /.LOW.ANE PANEL LE/GM FOR A GIVEN "aSn"Al ISO. DESIGN LOAD MAX ALLOWABLEEN PANEL LENGTH r0R A GIVEN NECAIWE AS.O DESIGN LOAD (2) PROCEDUPE TO DETEPMANE IANIAAUM PANEL LENGTH. CNUl A POSITIVE ASD. DESIGN LOAD, DETERMINE MAXRAN PANEL LENGTH ^ -• FROM SCHEDULE GIVEN A NEGATIVE ASO DESIGN LOAD, DETERMINE MAI4UA PANEL LENGTH'L-' FROM SCHEDULE FMµ MAXIMUM ALLOWABLE PANEL LENGTH IS EOM4 TO THE iffhM 1 DFTERMMED PANEL LENGTH BETWEEN 'L.' AM %. ' (3) SEE SCHEDULE 800,0, FOP AN PANEL LENGTH FOR POPOSOY GJ U LCATRN I 'NSTALLAIIONS TIRO WWC ARE III TO - 95 P...1 MAX ASD. DESIGN PRESSURE RATING :L� ASE}, -:5 9, IC k 1t FOR MAX AS. D. DESIGN LINOS At MAX PANEI LFNCIHS FOR ? V. L, '•. 9'. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zan*) 0 44167 .• _ *-DRAl" rMlx TX,Eco. YK 24 CAGE GALVANIZED STEEL STORM PANEL off y'•. TATEof - :-' & _ �/ IL ECOINc t\ GLOBAL PROTECTION PRODUCTS. LLC. °'TATE =., ,:" ;'. j�-= ORIDA .--k''A //Y,6 .. ..Tc woi ENa AcaYnrAHY N wVILL 11. l3ml-2 11"'. sJ •• G\\� I / " I... ""I:R1-I z : WM n, 1N1 T.OHL (-,--- lu, ls'N)!e9-e797 20-175 I It 1... N•, -Cw-mmll9"^ NAT„O NA --'W ll$ IMA9�' A/MIMRJeClMT µIER n.,'. W.. PF. "ROFSDA 1. A147 - aNn 4 m Te ---- - -_---- .---- -- --- -- -.._____-'.--------- INSTALLATION DETAILS FOR REGULAR PANEL (1_ INTO WOOD STRUCTURES ++ j T MST.. �� (. - __.-____ .-_ -,. I (..�_._ - I OPAA TON I 1 r _ WOOD ANCHORS _ (SEE SCHEDULE ON ) _ I (SEE SCHEDULE I / imp i I SHEET I1) I ��) T , I ) i i SS 60.t5 W.iT6 Or3 5 ,4Ao eats 1 ON SHEET 3 AT G aILR,Id" e 1 S j___ - - --i Y�--T- I _ ; ' ', I LOG NMP Td1 I ---- 'L Mot. 1 i' Z ' EXIS'iio- 11 I PANEL LENGTH REQUIRE() REDS ' . L I ' ( Z I WOW ANCHORS _ I GLASS I II (SEE SCHEDULE ,/4. (SEE SCHEDULE• ON I . - --- - 1� A `_' IL M4AX SHIFT 11) ,v TK-- IIL01 E I I I SOON SHEET SPACER 1 I,/2', I Ni'....-.-_ i 1'01 I SPACER- I -I"': 07 L' WOOD HEADER I I ) IENGT/1 I \� NAX I I REQUIRED '� 1 F` _ ___ 1 11 ! It . 1 i I I 0I' MAX. LONG ALUMINUM SPACERS Or 12 1/) I 1 1 {CC i MIn '` 1 1 d $ E NOTF. • BELOW OR UMFTATKAiS FOR 1 SEPARATION I 1`-' r 'L' MA: I 1 ! 1 'L' MAX t 1 L 1 I f /2 LOW SLEFI•f5 L-_ f0 GLASS. I I PANEL LENCT 1 (SEE SCHEdU(f I PANE: LENGTH I ! / ON SHEET 3) i (SEF SCHEDULE I 1 1 ! (SEE SCHEOu'. ` ON SHIER JJ ) - I ON SMEEI 3' . PANEL MATT. ILMALE ,) OR PANEL MATE ,/i..w,1,• , PLUS ISEE SCINEDIAC ON SHEET Ill us ears W/.�Ya� 1r 1 I ! I G °.DRIP - ; NO 1 I I I 1 t (LBE FED Ir•p 5,EPARATION I - EX,STNG •' I {� I - olu Y r) , GLASS 1 ) GLASS I I 2'.4' WOOD CLASS 1 _ I i _(SEE SGuDL,,E 1 t 11 PLATE REQUIRED 1 I I I ON SHEET 3) 1 i DIRECT MOUNT W/ SPACER 6& I if 1 1 ALTERNATIVE 2W' 1 1 , T I i : i 'T SA 3%8GHT I 1 �"� SEE TABLE /1 ON SHEET 11 FOR MAX PANEL LENGTHS & -Iyi Ofp♦ I O 12 IJ2" O: MAX. A.SO DESIGN LOADS FOR THIS INSTALLATION. 1 yI 14MAX Eo ' I - i ., .."1: a I I 1 - __ I .I -.. _ FO I Y•'OOD ANCHORS * * ham E,Q I .__J __1. - I STAGGERED W/ STUD -' - - - - SPKOA eA MAY R 1 I%7'• LONG ." 1 LSEE SCHEDULE ON SHEET I') (I) Wsiµyanml 5 UWf M TO A ONE 5r " dm1INGS - ,T-e 2'r4' WOOD _ , `) *.NZ : MAX MDN RIOT NEKR^ (THIS K A RESTIOGTmI FR01I ANN 9URIMIG AtEmn CAAYENi y NOTATED DN SNFET I!), PATE REQUIRED .I WOOD ANCHORS ).:. I• .N SFPAiIA- To OLAS6 MDK•ATEa 2'.." 11000 1 1 STAGGERED w/ S,UC I OM SHEET ] Wv Y 1C LOAD TO S A' AS PUTT REQUIRED (27 ANCH(X6 DOING ) S LL BE FN, M (PMEL ANTE r,/.* to CW I I. (SEE SCHEDULE ON LDMC AN M[ fGLLOeVIC COrNLMtokS ARE Pits LMTL NUS) 6'IAIA BE 92 I/, YNM.UY Ate ,/.• GC. I 5NE[7 11) 1=ouPLxD FRTN F� OA REstRCTRX. Fnw ,2 ,n' o.c zPACXrc NLInIn oN (1) W, - ASO DESIGN. PRESSURE I - �_ RATIO 6 ... -0 P.A.'. (3) MAX 24 G,OE PANEL LVIQ. 5 1111nLE TO 54' M ANY OPENING WALL MOUNTING / DIRECT MOUNT DN6 6 . AEs1Rc") Ra A.cER .ANTI D C 6 A aWED a (2) INMAAW SO JI PAxEU ,SNORT 6 (THIS 6 A bTn T+1 a' ALTERNATIVE 2W (.T I l/2-'.oNc SPACE" COMPVENT F4A SNA L RE Af .0CATED oN WALL MOUNTING ]) eltto ANPEUS1, NIP -All w000AME wi SCALE 3: e , UET 2 "IST.uAnml of , I/. LONG O"CLR w ITS Dolt. ALTERNATIVE 1 W MAD Fa --I. s Ara 3 AS DETERRED W Asrw SCARE 1/8. T' (.) NS,NUION vAL10 aR.Y FOR O L-,994 VNIOWD Mon THE 20w (II, EC9TUN) m THE ROIAW ZONES 1. 2 k S POI ANTI E @UI:PYNG CODE te9e-06. A4111117 Wf#, N -- - --- -- "'k0k A. T14 `% ,6�r ....... .. '', NOSES \DENS, ' FLORIDA BUILDING CODE Non High Velocity Hurricane Zane NQTE_fDR-CQMBIN61i0N OF SECTIONS NSTALLATION ARE ONLY VALID FCR MAX. A.S O _ T No. 44167 = O� RLIKO. CK 24 GAGE GALVANIZED STEEL STORM PANEL Fr. DESIGN PRESSURE RATING f AN PAN, LENGTHS Drell e. 0 ESSU E G a D PANEL LEG S (P ) = * ' * 70P & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z : _ _ j� mnT/lox COMBINED IN ANY WAY TO SAT' ANY ALTERNATE 2W-) i 9'' $TOFF OF R ���--, / IL C' C O INc. \ GLOBAL PROTECTION PRODUCTS, LLC. mR INSTALLATION O ,C - ` Aeon S. 51 STREET '• �` •. 10R10►'? g / nLLA TE�rI4o a Mo co,eANr oAUE. EL .un. 2 FOR NEW WOOD FRAME CONSTRUCTIONS WOO, ,IIt" ew'2.o M. r a. WSW -- n mr MEMBERS TD BE SOUTH RN PINE. No 2, W/ SPECIFlC ryat S/Qy !t �•` I� -___ �__ _ _ __ "'•^' 'WPI,m1sT° . (air n,..,N, P11rb,E. tu.)AM-7s•4. rA. lPs+)e�Gem 200- G7 - ` " DENS(TY OF 0.55 OR EQUAL. IN,N, u-atloe7 e• r`" _ I,ftLLHm 1.' .NATvvE O TE"IT ,aWAA1 ,p w " ralr Nn .1 ---- - GENERAL NOTES HALM i'O• rcoLIAR UVF' eAsrLN k E_ NA111a ATTneu e4 IC) IQ. i)('5TIIIG wQIiir.-NIN. SFUIElE._GBAdu G - D.55_II&- � ) STORM PANEL SHOWN ON 'His-gODLICT EVALUATION DOi UMEINT (H E.C.) HAS BEEN 'VERIFIED FOR COMPLIANCE N ACCOROANU / • a IAPCON ANCHORS, AS W WAFACIURED BY 'Till BUILDER. ANC WIN THE 2OZO (7th EP'%ION) Of THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT loc. J'4-10 PµCLMATE FEMALE 10 AND PAHELATE r'LUS ANOICIRS, AS MANUFACTURED BY £LCO CONSTRUCTION PRaDUCIS VELOO!" HURRIGl+E ZONES {MWI!-OADE / BROWARD COUNfIESJ 1; C. LAG SCREWS PER N.D S P Cn r n A wl DETERMINED N 16 D 'N MENTIONED ON D FOF BASIC WING DESIGN BE [RISE EO AS PER SE_ 0 09 C ABOVE E E CODE - 7 'rr' I PONT CO / , • S tl' wooD BUSHING, A5 D'S1RBU ED BY AL ONi St'REW ed T SF CIALT tr E LOADS Str ENO F THE 1 P 1 FOR 4 TI TY S EEO AS REQUIRED 8T E JURISDICTION WNCRE STORM PAWL WALL FR INSTALLED, AND 0 DMEC FACTOR T W OhAJ R. N x nr PR -D 0.8 N ASD. 7-Tfi AND SHALL C[_ H[ MAXIMUM A$ D GE;TCN PRESSURE RATING INDICATED ON SHEETS R n I i P t • F P 5, USING L O E C 5L iJ 41NiMV4 THREADED ( SBE , TVA ON INTO WOOD OF A CON ANCHORS SNNARL 1 7 AND 2 OR FICo ANEIAGiF PLUS 1 1 f ). 9 2 T 7 B AN PAN E +D G ELMALi MALE . ALE P _ T_ t IN ORDER TO VERIWY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED FF ACE t6 SHNl BE FIRST ORDER I REDUCED TO ALSO DESIGN PRESSURE RATING BY MULTIPLYING THEN BY 06 IN ORDER TO COMPARE THESE N/ 14AX (A.SO) CZ) MINIMUM THREADED PENETRATION Or :AG SCREW, !NTO THE WOW FRAME UNIT SMALL BE 1 1/2- NO TMPEADET) DESIGN PRESSURE RATINGS .INDICATED ON SHEETS 3. 9 THRU 12 ♦ t7, 18 PENETRATION INTO STVCCC SHALL BE CONS40EREO AS PART OF THE REWIRED THREADED PENETRATION IN R t R f t A f ORDER 0 VERIFY HAt ANCHORS ON HIS PE.D AS ttSTEC WERE NOT OVER STRCSSCL 337G INCREASE N AL. UWABI r "WIS R R 1'P SPACING T N (- 3 MINIMUM EDGE DISTANCE O LAG Sc'REN'S. N U D SHALL BE AS INDICATED IN IS DRAWING ACCORDANCEWITH N.a.s 20 IB STORM PANEL'S ADEOUAR FOR RAPAEI AND WIND RESISTANCE HAS BEEN VERIFIED M ACCORDANCE WITH SECTION 16091 2 OF C.I) Y1NMllM PEIVEfPAIIUH OF WOOD L415HINC SHALL # 5Wr 1/4• 0-20 SCREWS USED )HA!1 BE 1 1/2' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AARRCAN TEST LAB OF SOUTH FLORIDA REPORTS #0014 01 01 AND /021902 0% a SHOULD STUCCO EXIST. ANC '' MIMMUN FOR WAL15 WITH NO Sit7CC0 1-, c F TY ANS PER 55TD 12-99 k AS C 330-02 Si - D D E If.A TESTING LAB SW FL E U AN AMR N 57TNU TH piL10A REPORT 2J 0 AL PER I A5-2D1 AND PROTOCOLS. AND A5 PER CNCUUTONS PER=:]AHED IN ACGTXNDANLE W/ SECTION 160a Or TK C 5) IN CASs TNAI PRECAST STONE. OR PRECASS CONCRETE PANF'L'S, STUCCO OR WOOD BOARDS BE FOUNp ON THE ERSTIHC R *ALL RNGHMS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS NG COVE rEORIDA AUI,,ONG CODE 1 IN I a ANCHORAGE 51NL1 BF AS MENi ONEO L C 21 k C. I 2 ALL ALUMINUM EXTRUSIONS 10 BE 6063-15 ALLLYY AND IEAIPER (UNLESS OTHERWISE NOTE,)) SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMEWATIONS AND SPE.CIFILATIONS (If THE ANCHOR'S MANUFACTURER 3 ALL ALUMINUM SHEET METAL USED AT UOSURFS SHALL HAVE 3105-H14 AL.LCIY 6 PANELS WAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING, INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 [SHEETS 4 . AL STEEL SHEET MEIN PANELS SHALL HAVE STRUCTURAN P,AUFT STEEL A57U A-6-3 GRADE a0 MINIMUM. G-6C GALVANIZED THROW." 5) EXCEPT THAT MEN}ERS®III ® SHALL NOT BE USED. STEEL UESIG4ATION WJF'- 922 Xa (AFTER ROLLED) 9 IT SHALL BE THE RESPONSIBUICC OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTVRE WHERE SNALMER $f0 BE 5 ALL SC'REVA TO Of STAINLESS =1 3D4 UP 316 A,S, SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER V114 ATTACHED TO INSURE PROPER ANCHORAGE THIS SWUrrrP SHALL ONLY BE ATTA`! L` TO CONCRETE. BLOCK OR WOOD FRAME pUKOMICs 50018 W/ 50 XY, MILL, STRENGTH AND 90 All, TENSILE STRENGTH AND 51 HALM B LL COMPLY w/ rLORIUR.UING '00E SECT,(7N 2-11 33.1 10 EACH REGULAR STORM PANEL III LENGTHS OVER 90' AS PER SECTIONS 1, 2, 4• 5 5 AND ALTERNATTITS Ill. 3W k 40 ON SHEETS 4. 5, a a 7 RESPECTNELY. SHALL HAVE A LEGIBLE AND READILY VIS19i MARKING INSTRUCTING OWNER O4 TENANT TO fi BOLTS DO BE ASTM A-507 GALVANIZED STEEL OR ASI 504 SERIES STAINLESS STEEL. MTII 36 k9i MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLW-4&E REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WALL SHALL eF AS F011FlwS ' r , a' 1 r H THF INSTALATON CONTRAC70R !S 0 SEAL /GIVEN ALL SH TITER CUN JNEN7 FINES WHICH PCNAIk N CUNRNUFiUS CWiAC ri H THE BUILDING TO PREVENT POND/EAR, INTNV540N (A) T41/4.0 TG_POURED.S.ORS ATI: - IJA•I TAFCON ANCHORS AS MANUFACTURED BY l i. W. BIJILDE A, INL IM:n "'<=3, 97 P "•) 12 STORM PANEL RNSTALIATION SrUAII COMPLY YARN SPECS INDICATED IN 'MI5 DRAWING PLUS ANY BUHLOwIG AND ZONING RE GI)Ui10NS RR PERMIT H _ THE .JURISDICTION SpC DOH wM PE rt S M I 0 I r A I O,AO BY E ERE PA ED 4 e X 7 B' CALK -IN ANCHORS 0.5 YANUfAC1VR D 9Y DEW L INCANC AL E 4'i A 4" T POINT c - ' O-SE ANCHORS AS USTpIHU'IEC BY ALI PLN _CREW BOA' a SPEC,ALtt CO SOLE � (MIn Fr..3UW .- (a) T/15 PRODUCT EVALUATION DOCUMENT (F.E D) PREPARED BY TM15 ENGINEER S uENE18C ANC GOES MET PROVIDE N°(MMATKN P 1 FOR A- SPECIFIC r wM 5 TH P. 0 0 ,P'E SPEC C PROJECT, a ERE TFE Ott CONDITIONS [OEVNTE FROM E E P i F PAN PLUS HORS A5 MµUF4CRWCU BY ELC4 i'ONSTRUCTKIN PRODUCTS ill-10 ANELMA E FEMALE IU a ELYATE L S ANC E - 1 4.0 IN ANC F T 'NC / LAN4C NAIL NOBS A5 MANUFACTURED BY DEWAL .CONTRACTOR- T THE lI N K ( b; U BL RESPONSIBLE 1"GR E SELEC Oh YURCISXSC µ0 NSIALUT10.Y Ntttd 4 UFE SArEfY OF Tn _ PRODUCT BASED ON IN* PE.D PROVIDED HE/SHE DOES NOT DEVOTE FROM THE CONDITIONS DETAILED ON IA-' WCUMENT All TRN,4UY EMBEDMENT OF tA1•CON AJ,C110R5 INTO POURED CONCRETE SHALL fit 1 3/4', 2- FOR EI.CD PANELMATE .ANT.`,- SAFETY AT SITE ,- DIE WWRACrOP•S CIESPONSHBIIrr! 3/4- FOR ZANAC NNLN AW1ORS. {r) THIS PRODUCT EVALUATION Dd-UMERT WILL BE CONSTFIFRE0 MAUD IF MODIFIED // INTO TI POURED TA. 1 -N a S 0-Sf.'1 .HOES SHA L BF EMBEDDED 8 N p 1E CKREU CONCRETE NO t48E(1MCN INTO 2 CALK DU AMC 1 STUCCO SHAL RE PFF?J#r.EEI 1/4' a-20 SCREWS USED SHALL BE 1 112' LONG MINIMUM SHOULD STUCCO EXIST (ai SITE SPErjrK PROJECTS SHALL BE PREPARED BY A FIDRICIA REFXS'EREO "ENGINEER OR ARCHITECT ANTHEM WILL BECOME THE AND I• MINIMUM FOR WALLS WrTN NO STUCCO. AND TRAY BE HEADED SCREW$ OR ALL THREADED SCREWS W/n HEAD, ENGINEER OF RECORD (EON) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE OUT WITH WING NUrs PROPER USE OF THE P E C ENGINEER Of RECORD, ACING AS A DELEGATED ENGINEER TO THE P. E.D ENGINEER, SHALL SUBMIT TO 'MIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW A_5) M CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE POUND ON THE EXISTING WALL OR FLOOR, ANCHOR5 SHIN RE LONG 9"GO TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS W THIS P E.0 SHALL BEAR THE LLA c AND OHIC.INAL StAL AND SIGNATURE Or THE PROFESSIONAL ANCHORAGE SMALL RE. 45 YENTONED IN A1) AND N A2). ENGINEER OF RECORD THAT PREPARED IT (81 TC-j;NMTONji. COHCRI-:a. F.IS.'ill,L hiTslr -M 14 SHUTTER MANUFACTURER'S LABEL SH4L BE LOGATCv ON A READILY NSBLE LOCAT1014 AT STORM - I/4' • tAPCON ANCHORS AS MANUFACTURED BY I I W RVILEWIl. INC PANE SHUTTER IN ACCORDANCE WITH SECTION 1709.22 OF FLORIDA BANDING CODE ONE LABE'. - iJ6' • A 7/8- CAL(-N ANCHORS. AS MANUFACTUREC 81 OFW'ALE INC SHALL BE PLACED FOR EVERT UPENINC EARRING TO FOWL' WITH SECTifIN 17099.3 nF THE - ,/4'e X S"NA' SOLO -SET ANCHORS. AS WRIBUTED W ALL POINT SCREW. BOLT i SPECIALTY CO /lOR10A LUILCINO CODE - e14- 10 PANELMATE FEMALE ID AND PANELWTE PLUS ANCHORS. AS MANUFACTURED 91 FLCC CL'N57RVCTKA Pk%b.d 1111I11111IIFyIf - 1/4• a 'LAMA(' NAILIN ANCHORS. AS MANUFACTURED BIT DEWALI. ,Nr, ' EF A T( / B.') Mmv"M EMBI'DNENT OF tAPCON ANCHORS. ELCO PMELMNTES AND ZAMAC MALIN ANCHOR, INTO THE ( '.Ts',,\CENS.'''..V-, i FLORIDA BUILDING CODE (Non High Velocll) Hurricane Zone) BUILT uWE SHALL BE 1 1/4' C e)Iaa n.1uo. r.c - fA,L1,N,� Q4 N GAGE GALVANIZED STEEL STORM PANEL 821 CAUT-M tr SOLD -SET µCHOPS SMALL BF FMBEODrD 7/IY FM "'t CONCRETE BI DCA 'JNOT. NO IT'A11TT 67 - oeNw R. _ -- STUCCO SHALL BE FERMRLED 1/4' .-20 SCREWS USED SHALL BE ' '/2' LONG MINIMUM SHOULD j' to First. * •� A AND ,• 'JINIMUM FOR WALLS WmN NO STI,CCD. = •a'• STATE. - -- _ E F ' GLOBAL PROTECTION PRODUCTS, LLC. °'/s'/tO10 IL ECOINc ,.-P•.- .to �-y4jy�� B,S) N 'JWSE THAT PRECAST STONE. DA PRECAST CONCRETE PANELS. STUCCO OR W000 BORROW BE FOUN E,FIORI_ .•'a�f`7 � ✓ TAUT ryiTNc-A FHwH-Ar��c ".l Nees RrLs �s !m - 20 175 EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHINa OUCH PAY, G\ ..•., Sae .n- n .. "L. ++�-•an' S")eM-75.5 •AA !•5•MM-•n: >.4.Kr Mr- ANCHORAGE SNARL BE AS MENT04ED IN B.') AMID IN 82) V%, 1 N�NA; NIA %u"4'`IURe[m',L i" - WAILS PL. ,X «,Y7 91Q, , V , --- INSTALLATION DETAILS FOR REGULAR PANEL ;1 I INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - tTS POURED CONCRETE OR CONCRETE BlDow CAWING POURED CONCRETE OR CONCRETE BLOCK �. �,REC. REOOREG WNCPEtt µCNORS CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 9 THROUGH " .A (G (SEE SCHEDULE ON SHEETS 9 THROUGH 10) AT - \G) E%OSTIN<, POURED CONCRETE OR . 4 , CONCRETE BLOCK '-1 7 v.:-2mr I 1' - /2• t 1/A- -.� 1 - - -'I/2T __1_ 1 4- t J MAX. REGO ED \3J 1i ,EX .NAP aan or . 4 ,/.• cc CONCRETE ANCHORS , ' (SEE SCHEDULE ON 1 I _ I I i.L I SHEETS 9 THROUGH 10 I1, 1 1 I E 1 1 I I EO - I i `I) �'' 1;' 1 EOl 1 1 •• I "'. . 7 I/.'Y-w.'• i 16s. can •� 11 I - 1. 1 ,/. i-2NR,• E Uhl. T 1 1 "" e°Lls R ' i I I [ I SEPARATION r0 CLASS I j a G aNvaN I f w NA NNfi 11 SEPARATION E . p TO GLASS. , I ( Tom NX1 - 1 1 I EXISTING (SEE SCHEDULE ON SHEET J) I i LncPI OAR Y-e') 1 'L' VPF �( I ! LOCH aa. > r II (SET SCHEDULE '�' ( ( I ON SHEET J) I I I I ' CLASS ) I I'-- I PANEL LENCTN I (SEE SCHEDULE 0 I { R 1 'L' Mo. I"'^TO tGLASS'UN I I 'T• YRr I / CONCRETE AK40RS L I I ON SHEET 3) 1 1 PAN LENGTHLENGTH n 1 -1 (SEE SCHEDULE I SEE SCHEDULE (SONN r (SEE SCHEDULE ON I I /-.: i SHEET 3) R 1 (SEE SCHEDULE I DN $H^ET J) I _� - n 1 ON SHEET 3) , SHEETS 9 THROUGH DOA I (-v ; II I I ` T j OFa1' it N, 1 i EXISTING E I 1 - GLASS H I GLASS y I Ie. V I( ' J i �� G OF •L• I 1 \�� E n i wL' or : (I MAX. I _) I i I C G S- E,D I E D I F - - ' ' ��1 7 SA .STINGS POURED I e 12 1/2, OC , i APPUCABE.E ) %1 Rw eLlmA rEx" ]mk'WW oR I CONCRETE BLOCK I 1 CONCRETE ANCHORS - ') I , 1 •f I ')-Di-ru--IU- Vs ./ Nn „72 , REOJ:EED. F I I (SEE $CHECWE ON I ALTERNATE o[ - I• Min - SHEETS 9 THROW" 10! 4 w/ ®ONLY WHEN SOJD :.1. LFG L.-TARN i 4 ) SET 4, CALK-N ANCHORS ARE USED a w/ ® WHEN r E ANCHORS D�pJ CONCRETE ALTERNATE CONCRETE 4XISTNG POURED CONCRETE CONCRETE ANCHORS 05 REQUIRED ANCHORS OR CONCRETE BLOCK REQUIRED STUD (SEE SCHEDULE ON (SEE SHEERED UL ON (SEE SCHEDULE SHEETS 9 THROUGH 10) THROUGH G SHEETS 9 iHRI)WN 10) BUILD -OUT MOUNTING WALLMOUNTING SECTION 2 WALL MOUNTING / DIRECT MOUNT SECTION 1 sCA,.E 3/a.1- SCALE 3/8-1' SECTION 3 scAl 3/e..,• I 4nHU ."'. "llEFi A ilk( " l 1 : P\ ......,... '' �9`=; �: CEN FLORIDA BUILDING CODE {Non High Velocity Hurricane Zone E.D. "EDGE DISTANCE r,SEE SCHEDULE ON NQTL_FQR-0NBMATTON OF SEC1MM TOP CAN BE z '- * �: * ^�-- -- FT �O1p 1t1fD°' 2a CAGE CuvANRED STEEL STORM PANEL �,Ali +„ a, es/r,nmP IL E C O INc 8AL PROTECTION PRODUCTS, LLC, a,zTOP 9 & 10) h BOTTOM VOUNTINGS COMBINED IN ANY WAY TO SUIT ANY '- �' ''riF11�30ZeD.".,. .Am sr 5, s7Ri/JnLLR TESt11M t CNmM[M,10 CSHEETS r e n OAMf. R SA'. 20-175A""'�A� INSTALLATION. vu rIM'e° : !rim-MFIr P'Ioru p:.)M9-Hsu. FN (Ys.)M9-en, 1 "I'l r� OMPMG .rNAT'RE[OAr[ G-IX ," m AAAI A Du` Y, P[ - n «, i gRTT , m ,e _ 1INSTALLATION ------ -- --- --- -- -- ---- -- -- - DETAILS FOR REGULAR .PANEL ,1 : INTO WOOD I ALTERNATE LEG i A•AB' (Min.) EXISTING WOOD _ LOCATION I BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD _.. -.---- REAM TO BE CERTIFIED BY .EXY EC REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER. A ob I NSTALLATLCN. WOOD ANCHORS ALTERNATE WOW ANCHORS Y:n - (SEE SCHEDULE ON I (SEE SCHEDULE ON N 'vt ""U1 eISNER HEAD - EO --E SHEET I I) SHEET 11) I I. L- M. s°c Y�"w/°trAn I 1 rf ( - "MAX WOOD HEADER I I _ 1 -1 - ` I I - _ REQUIRED / 'L--'- - 1 2m . 1 f i EXISTING i I`8.1 I i GLASSfI ���I s GAP San I « A +/4' 4C I! I I WOOD ANCHCAS I 1 # I (SEE SCHEDULE w. ,A, SHEET Tt) v I 1 [ Min. I _ SEPARATION TO I III) •�' I i _ !�.4, ' (- t-I., i / CLASS (Sr,I I I I 1 SCHEDULE I +/aY-]6„- 1 1 ON SHEET 3) T 1/ n5 �f6 "� "o I u, SEPARATION TO GLASS 1 i i I I �H a,c 1r 'l' I ; SCHEDULE ON SHEET 3) I/.•.-7m I• 'L . MU( E BJL I PANFI lF 1 s NOII / ��,YAIf 1 I I I PANEL LENGTH , " E%ISTING� (SEE SCHEDULE A i I (NiaGia nvaL (SEE SCHEDULE r , LDiTH O.P T-a'j ON 4.[ET 3) ��[ 1 I SHEET 3) 3) r im Iij,'^`A- I _L I ON I _ I• T- -1 IF I 1 I I I ._ E I OF i' MAX 1 I `RAJ I \41 1 ' r I 0 12 112- OC I ' tY- . 1 " I rI - I/I NO F'NISHI I ALUDwEO 1 I i 1 " EC , /.•.-7a,- ` r a KOI ,NTAo eats w, e e I /i 0 C Cot, 1 . - 2'X6' WOOD DECK REQUIRED , DEC, 2'.4• WOOD FYATT REWIRED ANCHORS WOOD ANCHORS (SEE SCHEDULE ON (SEE SCHEDULE ON SJA. j SHEET I1) SHEET I1) I 2' Min I - - CEILING AND FLOOR MOUNTING ALTERNATIVE 3W BUILD -OUT MOUNTING ALTERNATIVE_ 4w SCALE 3/6-l' uw""",,', SALE ,le "•. A�A�EA A. T/( : �� �tCENs ', F NOTES: HS)SE '9fl 59.61@(L�11LT741i_4F SEC Qt %N : I INSTALLATION ARE ONLY VALID FOR MAY. A.S E. z No. 441 ' W ' sT - * = FLORIDA BUILDING CODE (Non High VelocityHurricane Zone), T- OP BOTTOM MOUNTRVCS CAN BE PRESSURE 't r �H` & DESIGN R R RAIN .B. AND P N M1 DES G E�SU E G A EL LEG � ( P ) - c'. z ' �� E OF a tow Pirom. ,+c I I 24 GAGE GALVANIZED STEEL STORM PANEL AL S O E IXwR e. T T ANT COMBINED IN ANY WAY 0 Su q5 PER SCHEDULES ON SHEET 3 INSTALLATION 9 %$TAT ••C i �' I - i FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFlC ��-e ,'/ DR! -1T _,�. J:_? 'u, c -•••-:' _ -f- -- --- /OVAL i �W N/2,no2o L IL E�ROINe ` GLOBAL PROTECTION STAINI PRODUCTS, LLC•I 0`1 ' 5' s3'. DENSITY OF 0.55 OR EQUAL. 7•L .,� FN. LI11' wtr TrsTIN° A R7wINexRnw eoMPAMv PA E. r WIr., a1r wMc. r. w Me�r ,11111111,1 r a n YT ,u� W.I.- a - Eag4H_ PHON[' (P5.)eM-7N0. FAA (es.)M-e797 20-175 ___ PE 4M/sO1MTRE/tion G-Laacov 9 oAA.A,Nc Oro OLTER A HEAT PL p fe .Im A «,47 _-__-..__'- ----._ _- cn CD Ca (a) -­ U O O O Q) = Q m -0 0- 0")U (1))(1) •Q) = Q� � 0 CZ U Q (� _ - O L L O ��T1 ) W C L.�i O LL- L•1-- l ( O (DL O V) ( W cn O E`'T`'�' Q l^l . =- co Q E z z LU J , In Clio - C" S, , , .- W aT- � CC - � r, 7 G U.I.L. d - C n La p :c i1 o O) N _w N 7- L7. cc CIS 1S) 9 • > J = If-, 4; R :,­ - .S-- A v AS.- i U) Q z z < -) a- (^'f W v m O 4- CL - Q i Z3 O L CL () W SHEET NO. SH 1.3 _L - - Fi111411IJ 11 It I 11 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. COCC�iCRETE BLOCK OR WOOD STRUCTURES" YALiD FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL 1 SYSTEMS j T E jJ EI• I I '` 1 3 ,/ •* .0 ,® OR COHERE', BLOCK OR r yy l ®`dC1 '®Y MIR.KW000 . AH[ E(_i ZNrn2 POU.0 Cal R '` - G,fTE. CONE FTE ! 1 1 . , , SJ.' TAPCOrt BLOCK bR 2_.A• H,00D FRAME POURED CONCRETE, i /" 2 t/I' REOIARFD CONCRF:C BLOCK D I_ ,3 ANCHOR • It' OC.. 2•P4' WOW ,WA,AE ',f.� OR Mn, 11 REOLAVEO `I I WET APO i". AAIGIDR (NlE NA:C IETi C(KAION e 12' O.0 E 2- . V' + O55' 10 _ // - VARIES 2' . 5' , O55' GOM _ T 1 MOF OR Si _.._ I be0' 3t0S- BEN SNCET s YF,4 NUY BEM PI,H'F r .} 1 J105-H1. op , 1 - / -' 1 -- 11 ED63-I. NLOY !(' 2 1/7• 1: - 2• - - cwM NUM. ANGLE 1 h MPx. I +/4 s;/// �. i.+-.c w. s : E - ...- ._ - ..f MR, GAP ±/•• . BOLT i A .' . 072• --__ O 12. CC 3105-H,4 OR B06}_T6 NCO+' W/3AC.NUi Con, NI_ ROLE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) SCALE 1/4--1- SCNF '/A'_I" SCALE 1 /4'=I' SKU (MIN - ANEC DYLRLAP D E, DPENINO WITH) POI,REL CONCRETE. CONCRETE BLOC.. CA 2'.4• WOOD FR44 nwRED A - 9 0 DISTANCE 1 CASE E [!'LAN) SCALE 1/4--,' . 3' 0%3' 3105 n 1. OR W65 16 N-O• CON` ALUM Iw,_E .Tr /•' . 1 3 +" A L.aN @ 7 O.C. ::) 1 J r-wl A, -4 [�' :' __ Pow___. CONCRETE. Lb•K:Rk tF BLOCK OR 2'.4' WOOD FT/WC nOURED CASED (PLAN) SC,.ALE 1/4".1" P I SO -I -SET OP CAUX-IN I, I aR LU PANELWIT FEMALE I- . \ 7 _ *y 1 i( JT, ®� PtKMREL` E ® AMC CONCRET EXISING TPoY Ar AMELM, R MI5 Ski CONCRETE BLOCK • TOP BOTTOM CA A o P.p' /BEG CO+PFTE. _OA'CRET£ BLOOM. OR E\I VAA ,'. -1 - ® & �'! I�fM OR 2'.4` NOBU S!OES Oi UPFNM;. GC,•i:L'tE +Y+ S.KET'_ 9 FRAME REGUIRLD AS W CFEtE f A ' . , 2'.,' W000 FRAME ,1 ; 1 /I pf �-a oR4 - -, -, ,•AR!FS 111. 111 L$M W ACPOREO ,'-, A , ; ,- REAR FLAT ILVKE5 PARALLEL t0 5• ,� T I \-- ' WALL (NEVER CUi NU P,wEC p n� �,. e a I 7RADt 1 I °'I ���aL�w,AHT�`,rl __:`:� CASE G (PLAN) : 0".", SCALE 1/4'-,' Y....e"C".. ,, Rc r,tit.R....., ✓ 5 VA;_ID FOR DIRECT MOUNT INSTALLATION ONLY & E ',• CEIV IFlEO PANEL INSTALLATION AT WALLS W/ _ No. d4i67 SURFACE LEVEL VARIATIONS Y�HIN 3/'4` * '►' .' IF ? ' FLORIDA BUILDING CODE (Non Hi h Velocity If. ieone, Zone 1 CASE F (PLAN) SCALE i/4'_1' 90.• IF P :4Uz` ''-. �F . E 0 R 10 ��a` ,� r t1O'a'crz00''"G /� AA mow. L E C i 24 GAGE GALVANIZED STEEL STORK PANEL, "--------- - - --- PROTECTION PRODUCTS. LLC. m/,,2 D n: It ' 11• , _ T�•i.«�ti� i/ IMc \GLOBAL TKLn TE$T1)pYR E)IpXQMMN9 EaYPAM,' XAealaN,wW�e,n a,.. r,w.. ,3,b1 n,-,i......,I.0 - 6W .eop iN 9t ST±KII O"W. r>_ 3)314 PIKNE (9YJB89-15A6, fAK (45.J6e9-3T9] 20_175 -G-DiCelle DRMhNr Ne PE SIEA_-W.lo-n MMA%IMUM��ANDQ�SNQ KAXWUM ANCHOR ACINA__R_� 3P I td T W U S SCHEDULE FOR REGULA$ STORM PANEL : ?_1 tNST1NJ AT 0 S _IN 0 OOD STRUGT R£ (VAUD ONLY FOR PANEL CINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS B & 7) MAX. 45.0. MAXIMUM ANCHORS SPACING FOR E.O - AS SHOWN ON SHEETS 6 ! 7 APPLICABLE MAXIMUM DESIGN PRESSURE t0 1¢RNATwE PANEL LENGTr W.TNC TAPCON 1 LAG SCREW PAHEi_MATE FEMALE b PANELMATE PLUS yroo0 t7U5MNG COAEdNgTKyJ ',L, (P...T) or THEN ' 13' 13" 1]' 13` 1r IW (TOP) -- -- Ite (BOTTOM) - 5 1/2' 6 ,/2'_ 6 ,,-/2' - -- 6 t/T" a ,/2' (TOP) _._-. - - 6 1/A• T2 t/2' a T/4' (BWT.) 5'-D` 9' B' e' e• - - - .- _BOitor LESS - e - - e^ ---- __ - a' -' .51 (BOTTOM) ,4�_._ 13' 7 13' W (r _ 0 ) _ +46 -45 _ _ 13' _- ] ___ _. i 3 - 13, I " S W 80ROM ( ) OR LESS Ir I r 13, 13' S 1 /2' W (TOP) tT 1T Tr t3" 8' iW (BOTTOM) -6 ,/2• - 6 IJ2' a 1/2' - e 1%?2' -. 6 ,/R' (TOP) - - 6 t/a' .. . (BOTT •) > TOO" -- - 6 1/4•` 12 1/2, _ D t/2'-_ iY (TOP) 11'-4• 4 7/2' 4' _ 6 1/2_ .. 1/ i +/2• 7 7' (BOTEOM) o TJ2' 9 1/2 12' f2' W (TOP) t3' t3" t,Y' ,J' .-,12-- 4W {BORON) SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & IA4)(- PANEL LENGTHS WHEN SPACER +gn 6 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 u". AS) PRESSURE IGN RATING (OM-1) MAXIMUM ANCHORS SPACING FOR E.Q. - AS SHOWN ON SHEETS 6 ! 7 APP"CABLE TD TERHAT / & ANY CCA48py IM OF THEM MAXIMUM PANEL LENGT,I ft, TAPCON LAG SCREW PANEUAATE FEMALE 10 PANELMATE PLUS WOOD BUSHING Ir Ir 13' 13• 73 IN (TOP).. _ 13' is, tr 73"�- a -e1 tW (BOTTOM) -- 5. 5 TO -75, -75 1 6 r2 ! - _ _.. ]• > I „` tT• 6 1 /2 6 1 /2 /2RLWj e l •L�l - (6oT7•) CHOP) WTIOM/7 t ) W BO 5--o' OR LESS --'-- ( 1/1' - E' 1 6 1/4- - - e' 12 112W _. .. ___.__ tl`w _w _ _ e'B' lJ�Ij'+4-4 13` ,'77W' 3 13" IS` 13• Ir 73' 6 1/2" IO „CP) .E..,/4 :. I G111j. - I/2 �') - t ,/. "Ti.) 'MoM _ 1.2• I,, lap) to' iW l9DTT,YM1 > tOO' _. il' i3' _. .6 IJ2• r .-.lr _ _ 6 1/2' 6 I/2" - - 13" - - 'r __. - - e IJ4• 12 1/2` 5 1 tY ,I' -L _ 11. - 13` (- SEE TABLE fl FOR MAX, A.SD. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 + USED, CORRESPONDING ONLY TO ALTERNATE 2W Or SHEET 6 j TeBLL_/i A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF DR LESS 6'-8' > 40 PSF TO 50 PSF 6•-2- > 50 PSF TO 60 PSF 5'-IOC A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE MALE ID OR PANEL MATE PLUS ANCHORS & W/ SPAS,EA„A1TN,) IJ2. O.C. IP A.... A` ........... a y ;• ti\CENS FLORIDA-1.. �DiNG CODE (Non Nigh Velocity HUrncane Zone)I � ¢ N 44187 020�0 1Krz00' - ::AGE GALVANIZED STEEL STORM PANEL ORAM,'rr, li q', ATE of , * _ - _ __ ILr( N G; 08AL PROTECTION PRODUCTS, LLC. " ax4Df0 • '4 ' - a /'.��� -' .6eo 5.. 3, STREET r, �,; U(l f�r-. r_+_,.,^ �"_ TILLfi tE3>IMG ! ENG�,t .. B,ME R 3Rt4 ry Fs ./.i ! - +•.•,• �).' '� (O-)6eR-T FAA (k Am---2D-17S ....P•:,EA/SHiAfM�(D,,TE WNIFR TKMl,>. PE I- t� m�7 www ____-__.-_._.- -. - F•._4, Lc .1167 - 41Q111 p- INSTALLATION DETAILS FOR LIFE SAFETY PANEL �ti INTO POURED_.CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4". TAPCON EX61NG POUREEI 1 •.-. TAPCO. __EXISTING POURED ANCHOR a @ OC CONCRETE OR ANCHOR O 9" 0C: CONCRETE OR CONCRETE BLOCK CONCRETE BLOCK REQUIRE'D. {, REQUIREDQ € �; 11 ( I • i 1/2- 1J4• ( ,/2 ,IJ4• wx. MAX , C04 i EU. I -- I ! 1 I If EXISTING-! GLASS 1. ti I B 1 u WET R--:EPARATiO„ E6 TO GLASS EXISTING POURS➢ E` CONCRETE DR CONCRETE BLOCK REOUNTED ,/4-. PANEIAATE PLJ_ ANCHOR O 12 1/Y I]( I [ 01 I I 1 1f4S-SW„' t t sa seen W F Al rA 1 [_ F`M MB ` I it LEMTH P61, Y-B') i I I. MBA. I -'ARE:. CMOTH (SEE ELEVATION t 7 ON SHEET 12) 1 1 I I I II I I , (i) �1_ ) I✓) I I R I f I . 15 T i tP ft , _LQI& R- Q-_RESULAR PANELS SEE SHEflS :} e! 16 F1Op ANCHORS TYPE ! SPACING FOR NSI&ITONS ,YID WOOD FRANK BUILD" .KW.LW AN" SN't.0.NWW EDGE DISTANCE ARC INDFATED ON IHAS S 43 LE MR E.D. LESS THAN INDICATE) ON SCHEDULE REDUCE AvC.04 SPACTO By.IATWLTING SPACING SHOWN ON SCIEDU1 IB, wFOU., uCTORS. FOR THIS OFCRADOI TO at Moss NE, 'DUG O SPEC ,C OBTAN@ UStNC FACTOR S,WL NOT BE LESS THIN WNAA1. SPACING NOL-.a1CD FIR EACH ANCHOR TYPE C. THIS SCHEDULE. I/,-. 1/4•. AIIOIgR iWR tAFCIa, MMMILM T I.Rw.AL A10HOA svcNG MJ 3 ) ',In..V. rI16T IO.w,u ant 3 3 Aw48..1 - 13e,v.l. 9.N rJ - - i 3 tAa At'3LPL aAE Down /R6'IOR 'Ire.]5 - 2 o e, ._ . 0- Im %W,I - I ) a I. Mn I l D-SEPARATION I Y I _ IF TO GLASS."A 1 E - 1 Y-2o.1• _ As� _/L�� 1 F y C%ISifMGi ` EA PfR11�AP C1A55 1 ) 6 11 "Ai 1 I -` N ' MAX. B I 6• PANEL LHC7H r (SEE ELEVATION B 1 E , ON A!EET 11) R 4 ;•]i` r I 1 N 111 ) n �' E "'�, I I ;'1.1 t 1 1 6- 1 E EXISTING POURED CONCRETE OR 1 ! CONCRETE BLOCK ' AFOVIRED. '� i O'En > PANELVAIL '-_ . A�R% A NCFHOR (BEYOND) O LIFE EL WALL _MM' MOUNTINGS SCALE 3/e-l' ---,..,.,i.-, '/ "+a,, :''L\CEN Fir''`., '-. '= FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone rxl2D nLna. NL * •A• _ 24 GALVANIZED T TORM # 2 GAGE GAL AN ZEO STEEL S PANEL OflAKN B IDr'• F(OR10P -.- - / i�L E C O INa. `'L GLOBAL PROTECTION PRODUCTS, LLC. 6Tf}p7Ri°1D �,F :� ti�(P^� cd`Er3 �Nu resn-o ! cKaW�coMPAa `'taa " •Wry ONAI. i'v • A• ., �,1AX nt_!„ 2D-175 N,411)i!)«n1A`la °'i"' ,a).�`�R�rI.. .45.).1»�,ia5. rA, (95N Web-6]II7 ,.c P,t ST,M/4E.M,WLft1aW rA�006>I9 , _ «,r AINrI.,-o-wwreK-.... ,YAMMER A q", x., ,, Mh,T11F L y' ytEl .1 OF Y, MAXIMUM A.S.D. DESIGN PRESSURE RATING (g s f,) AND CORRESPONDING MAXIMUM ANCHOR 5FAC)NSa_CHEQ�JYE FOR REGULAR STORM PANEL :I. INSTALLATIONS- INTO CONCRETE & CONCRETE BLOCK TS. RUCTURES (VALID ONLY FOR PANEL INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) VAX. A.S.D. D61GN PRESSURE RATINGL (p'"j') MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPLICABLE To f ! ANY CpApRMTiON Di THEM MAXWUM RAVEL LEWGi- (HL.) MAX. A5.0. DESIGN PRESSURE. RATING (p 3.T) MAXIMUM ANCHORS SPACING FOR MIN E,D. PER SCHEDULE BELOW MPUC4&.E TO SECT / !ANT tOAM1E[ATIDn OF THEY YA%iMUY PANE'i LENGTH 'L' (H.) TAPCON SCUD-5E7 PANELAATE FEMALE ID PANELMATE PLUS ZAMI.'-NAK1N CALK -IN TAPCON SOLID -SET PANELMATE EfMAIi I(7 PANE7JURE PLUS Z.MAC-NALIN CALK -IN to rI�,IC�iE ro R m ,n lAl h ro ro CFKK,C'iO to ro (3NOlTL ro IFDNCPElE HBook+3• m m n!CaK'#L m ro CONCRETEiC'ONCRETE To to ICOrNCP1TF ro auM,VER{GONLREnI ro TD to :C OMC,E w caress ro �COIK%TC to Lj.16ifONfM[ +45. -/5 OR LESS t t3 3 1 ' ] t3' 13' 13 tl' 1]' tA.' 13' ,3' a3' ( t3' t3' - _ T]' 6 1/O -B' 13'13' Ir t]" b 1/4' ,3 ..13' 13 13" t3• 13' j 13' 13' IS' t• } I ] +3' 6 ,/4- e' 13• 13• 1}• fi 1/4-�l •3' ,3' 13 - ,3' 13'^ 5 1/4` 7 1/2' + -13' 1J' i 3 ' t (TOP) 1 (BOTTOM). 2 t>OP) B017W z ( ) T 3 (OP) 3 (@OT70M) 4 ITOP) 4 e➢naM S (T�') S tBOTTOM) _-,_-._ 6 (7OP ) a (90TT,^) 5,-1 OR LESS -55, -05 •,'- tJ• _ 13- , 13• -- 1 ] 3 / - , • ] 3 I 1}• � IJ'_ - - g' -TS 1/Y Ir I 13• 13' 13• __._._.. �__-__. t3 Ir 1._-.__TO . 53' 13• ! 1]' 1 13• t]' 13_Hlr '3' t}" t3' t] ti' 13' 13' 13" il' it Y/y T (TOP) 5,-r OR 1E45 13• ±3' t11 1/2 + (BOTTOM) t 3 I 13' 13• il' - 1 - 3 , ' 3 ,J' t3' ,r - 1 ' 3 tJ'�-t3' i2 1/2•n2 6" 4- i3• T ' 3 1/z a• _ ,3- , ' 3 ,_]' - a - T •S' t J 13' - e' 1J' 1 - 3 I]'� 7 t/Y _e' e 13 1]' ____ 7r 6 1/.' 1 1 3 1 • 3 13• t2 ,/2' Via' I t 13' 13' __.___IT;t'' 1J• fi 1/4' - iJ- 1 • 3 13' 6 1/4. e' ' B' 13' ±r Ir _ 6 i/a• - }-.., J' 1 1 • 3 t3• 6 1/A' 13' lJ is- 6.1/�` - i` J t r t3' 12 1/2 tl' a' lr Ir IS' - ±J'.. 1 3 I3• 2 1/ 7 t/2' 13" il` Ir _- 1 r 13` _ t]` - e' n iJ• Ir 13 --..+. -____11_ I3- _ - 17" 13' 6' 13 Ir 1. ...- s E3 1 • 3 jriJ" 6 1/4, e' e n , f tt 1 / 2 1 2 J 6 I/4' S' 11 1/2 1t If2 ti 1/2 6 ,/.' 2 (TOP) z_� e0T10M ( ) (TOP) 3 OP 3 (BOTTOM) •RCP} 4 (00 5 (TOP) 5 (BDrr04I 6 (LOP) a (RICH.,). - -( 13` _.. tl' e t}• 13' 1]' _ it3' D' - 73 il' 13' - il^ 12 1/2-t2 d- 13 13' 1/2 - or _ /Y' t3' 6 1/4- w 13 13` 7 1 ' 3 - 13• Ir 13" _ T3 lr 1 3 _ 1 T !3' 1 3 _ Ir Ir t3" 13' Ie ±/4` k 13' 13" 6 i/1• 13 �t 3 I 6 t/4 IT 6 1/4" lr 13, _.5- Ir 13' 10 IJ2 ,3_ ,3` 13' 7- 9 I 13-' 7' 13�, 1/2 7 ,/I ±O 1/3 5 1/2 7 112 'r tr 4 1/2' 6' 1 (TOP) I (BOTTOM) 13• e' -17"_ 13` ,J` B 1/2' Ir D 1JY 9 I/7' 6 1/2 tr 5 1/2• , (TOP) Ir •�7 1/2• 13• i3' 13' 1O- _,r to" 11' I _a"_ is' b 1/2' t (BOTTOM) - - iJT' IJ ---}-- _7' - {{{ �' -i 13 1J' 12 1 2 9' 8 I ] 10 1/2' 13' _ t3' 92 1 T _ S TJ2` t3' t3' t]' 13' 6 1 4' T �1_- 11 7` 1 9 /2 i 9 tj2 fl T 1' 1/Y 1 _1 9 1 / 2 ,r 7' S t 2 13 / 13- 1/2 12 ± / ' '. 4' _-...7=- 8' ,' a - I f` ,3 2 •7 1/2 10-2 1 1/ 5 1/2 7 7 2 / t3' +3' 4 I/1` 6 t 2. / 2 OOP) 2 BOTTOM (BOTTOM) > Tom• '"'-4 >5,-6- TO 9'-6' 13' I 6" Ir 13` 13" D I/2' t3` a t/2` 9 I/2' a 1/2• t3' 5 1/?' 2 (TOP) 13, _r f 13' 13, _ 13' _ �tJ' _ 0 Ir 10• If- _v_1.._ e• �� ] / eaT7DMr 10 1/2! 7 1/? "I" 6 t/2. 3 (TOP) t� 1/2- - 7 �/2•)„ _3" /3' !} Y e t 1 / 13" '8 I/Y _0___ 1 3 e' ,3"_ 17 , •tt e' 13' 12 / 2- 6' 6 1/4` T tp' 6 ,/4. C tr 12 I/2• 6' t0' 12 1 25 4' '- ai� ' _ 13' 1/4`±6 -_.. B _ ._ 7 t z j}8-1/T_" 1 4. 3 S (7O+) 3 (BOTTOM) - 4 (TOP)_ 4 80TT041 5 1 4' 6 1 4" 3 BOT7OA _ e' - 7' . 1/Y 3' a 1/Y rs . (TOP) 4 ( Tom+) S t 2' / 7 2 • / 13 Ir _.-_ ,3' - 13' i 13' t 6' .. _ _ 1 t 0 / 2 7 12' / 13" I e' 6 (') S (BOTTMI) tJ' 13' - 15' t 0 19' t 6 2 / :r _ ,J' 13' 10 e2 7W 11 a _ e'_ t 6 2 / F3` 13' . _ 1 t 2` 6/ 6 I/2. I-" 5 z / B STOP J 5 (BOTTOM) -__ 6 OP ) 13" _ _..*..____ Y IJ IS' 1J' 9 1/Y 13 9 ,/2' 10 tf2' 7 IJ2' --Ti' 3 t/2' .�S. _� • _ 1/f'T6 - 1 , t 0 2 tJ4' t • 6 iji' -- 1 ' ~ 7' , 7 3 _ 1 5 2 , 4 - 1 2 -_ T 6 OP ( ) _ 6 (80R •') __ 8 IJ<' - - - - 6 I/4' 6 1/a` - - 6 f/4" _r_ 6 1/4' d if.'15 _ t/4` - r-- _3_ 4 If4`16 1/t' _O a (7K11T ••) SEE SHEET 11 FOR ANCHORS TYPE & SPACNC FOR a.STAIATONS INTO WOOD FRAME 9UKOe,OS • WNWLW ANCHOR SPACAICS AND YNMUM ENA IKSTANGE ARE 14CGIVED ON THIS SCHLDIAE FOR ED LESS I'MH NOKATED ON SGNEDULF REDUCE ANCHOR 541ACNC 9, WILTIPLVND SPACING SHDWN ON SCHEDULE 9f Toe FoLLE)WNO FACTORS FOP TH5 OMMIANT N TO M POSSOXE. REDUCED SPMND (>BTANED L 4 FACTOR SHALL NOT BE _ESS THAN MINIMUM SPACING NDcAi FOR EACH ANCHOR T E OH WR3 S6•HFDLSE ANC Iu, TYPE _t/4•. "". ,/.•. ( I/4•. 1/4'. t/.•. TAPDI%1 961Y-eFf PMOU"' 2 PNI'A"", EAMAE-IYAN GYK-M MS NL+ It x.r .a I� ) ] ,/t' 3 1/x- 3 1n 3 ,n' ACRNL EDGE D6TAUK_E ') FACTOR n- n.I _ _ I _ _ _ s,/r R., oee- - - _ _ ox 1. aPP O..A - +.IA - R61 3 ,n- - ,.eo- -- - , m - -7m uw Y T 1 F MAX_A.S.D. ONLY VELD WHEN SPACER 9 t5 USED. SEE OR S 0 " DESIGN C Q / pLSIGN LOADS &MAX. PANEL LE WHEN SPACER 15 USED. 7ABLEft A A.S.D. DESIGN LOAD MAXIMUM PANES. LENGTH 40 P5F OR LESS 6 > 40 PSF TO 50 PSF h: > 50 PSF TO 60 PSF 5-10' A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ (9,V SPACER AT 12 1/2- O.0 A,,,,, u1„Nqq� a,a`-I5 A T7tt,Ai, N,pti ........... r '' i \CEN FLORIDA BUILDING CODE (Non High VelocIt Hurricone Zone 0. 44167 - �,026 I+1i4G 24 GAGE GALVANIZED STEEL STORM PANTY +' "�'.. TATEO� _.- �"�- -_ O )Ne. t\ GLOBAL PR07ECTi0N PRODUCTS, I1C. GE. ± TESTING a ENdNEE1"No ANr 4Be0 S.. 5, STREET I^ �''^' EORVEI�-r.�2c7 - LN.wow. oYwr � ,«I nnu, n. ]3,11. 20-175 F �4` l r n«i ELK, m P RR4 (614m6 754s. rA (Ptt4)E69-9TRT 7 U .A. a . . �« on.+P yy S ,AN t EA` / _,. 4:/oArz _-0006 19 6r m „-,., .n - 9 x e AA.iFA N TALL :. PE - ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 !16)- - - 3" MAX. R-fA/13. R-2A/13, R-3A/14, R-1B/13. R-20/13, R-38J14, r 4aal D.M..O. _,- wtN R-1AWf15, R-2AW/1S, R-SAW/18. .._--,_. R-LBW/15, R-28W/15, R-38W/i$-_- t• MBN'- - - OOr� _----- _ a 0 0 0 0 0 0 1 F -- --- I -1 r- - • : r - `-- 7 I I I I I i I i I 2 --- t/4'e-20.1- S.S. BOLTS W,�j31 'L` O I F /'� USE OR PANEL LENGTH / ( '\ OVER 7•-67 ((//--�� MAX PANEL L-cNGT- I 4' REGULAR STORM PANEL ' \ -- 111111 STORM PANEL I + I - _ e'_e• O 440.0. -40.0 p...f. (W/ OVERLAP MID PANEL LENGTH BOLT) { LIFE SAFETY STORM PANEL T-6. O +50.0. -54 0 P.s.f - (WIO OVERLAP MID PANEL LENGTH BOLT) '.. A .. i/4'a-y0.1' „�., _ _ _ O:�`;�'' USE 2'-e' MIN. PANEL LENGTH ATBALL YOl%NTRIGS S S BOLTS W I 1 AT OVER 1 - _i T _ L/2 - _ I i _ I 1 l.. _ .. - I _.. ---- --- ------ -- ---- e A i N H S SLAG Z OCE I / r�� LbGIi.ON O LIFE SAFETY I D.M..�, C I _.__-_. t PANE. BOTTOM CORNERS` - O -.-. , -OVERLAP- _ OVERIM- i Of ® WING NUT At EXTERIOR WIND NUT AT }. �' EW! LEER PANEL iil33JaE1LLL1yEi�3 RICH! PANEL 3 LAx. t INSTALLATIONS ONLY VALID FOR WINO i• MOH. R-to/13. R-u/13, R-3A/14, R-18/13, R-28/13, R-38/14, T' WIN SPEED UP TO 170 mp.h. ''I R-TAW/15, R-2AW/15, R-SAW/16. R-1RW/15. R-28W/15, R-36W/16. - - ANCHORS (SEE SECTIONS & ALTERNATIVES ON S,HLL%S 13. 14, 15 &16) - 114' MAX GAP LIFE SAFETY STORM PANEL 1 ELEVATION (t) - - SCALE 1p--1' (1 j REGULAR 7.667• Du REGULAR jj STORM PANEL WAR: OIE4v,F -1 WI,]tf wEl_C•1 o',e STORM PANEL 41 UCE+4y ' ✓ I / OVERLAUAe- i3 L - ------ e�z Z­ --- __ 7_\� ------- z It '���`) [_._.._ LIE_ SAT PANEL �'91, • Tf a FLORIDA BUILDING CODE Non High Vr EXTERIOR F • o Q D ► Q •` "%y R(0 T,r .2aTD .L-c.c. srs 4 GAGALVANIZED 7 L Si RM P 2 GAGE SEE 0 PANEL rr wW„'9 SS �E .. •e IV NG .. '�� -,, - 1 � 1 L E� ?GLOBAL PROTECTION PRODUCTS, LLC. m/2T/2ax D TL SECTION A -A j 'L�I•`2�'Z� TRAM Tf5TIN6 ! fN COMPANY I - 5.. %I SUREST Wan • ,«1 ONO- n. Mi. Sl'•ALE 1/1`-I' / ..A.Ir,AI..Pa v w. r>et �_ _. "NINE. (.54)ee9-»io..AK. Mullen-e>s, 20-175 ____ __- --_ _--._..._.__.-__._._ -"_. -. - -- _. PE 51UAl9OHI,TtWE/DALE tA000e7te ,W . .,..,W our Ww 4. eY,« Yw ,uL" A IALR JI., ME AP r,-tq , ,VNEE, Le 4 HIV DnA.IH•G ^•o '. C, INSTALLATION DETAILS FOR LIFE SAFETY PANEL 1 INTO WOOD STRUCTURES I - I . , _ . _..__ _„ . -_ __..._ WOOD HEADFR .. _ .. WOOD -FADER - i 11 ,.EA(.fER WORD HEADER REQUIRED RECURRED - EIEOUtREC . •(.'. MAROON I,•____. .J4•P TAIPCON `. '. ,J •P GPCaN r. t_... tJ<'4 TAPCON __ I 4NC.OP R 9' O.0 I ANCHOR O 9. OC AN,NCP q p• pC ANCHOR O 9 O.C. ( ;2) { `) 20 1 ± - , MAX I I /A• r!,/2� IiJ4 9J2' ttJ4. I MAR: __- , �' 11A1(.- - - I I I I I M ., 4 r M:. I I ] . lco,� 1 I 1 n ` I I. I I 1 � II 1 j N f ,RR W u t t II I i SS Bolts N,ttd II , ijlE{1//4Y->d, 1' , , .t E, o,f.A'� I /.'4-M"• ) I O•Ep q EXISTI , 1, ePnn EXIS p I S.i BOLAS At IN W 1 '.. CU55 ^ t W u -xiS1NG� I t G1A55 11 i • (}} CAR na Iwt ��f� I '' II ( 7 i,MN i-?) a „3 5 1 0 - I 1 IMMON oAW r-e) R E'"( #RED' r it /- ; t O6P R ( •L' MAX I t I GLA55 B R I MAY N li - 1 t PANEL LENGTH II n % 1 PANEL LENGTH -1" YR, L E• (SEE CLEVATAN 11 11 I I PANEL LENGTH p 1 ONESHEE F 12) If ; I PANEL LENGTH R / I J j '(SEE ELEVATION , i - i ) N / i 3 ON 5-EnATi 2OMj I. , _. I ON SHEET 12) 1 t T. I ON SKEET 12) n 4 I 1I I• MnCll 4 - I 11 i' Min. ( it - I 1.1 T Y SEPARATION I I u i u s[PARATo,. C i 1 I ( I R - WET. j \ A TO GLASS_ -y 11 Ir TO GLASS 1 � L/2 II'•-- SEPARATION- , \f I N (J,I 9� I' yHn- i ! p 70 CLASS ~ � i .± 1-SEPMATON p _ i i ,l( A •_' ; f S. " i 1�I L/2 R - CUSS. ! , 1 E" f� Tr , , 1 . -_ ji, • 12 1n` , i e ,2 ,/. I I I 1 E� H ± Et i I.. H , EO I I SE VI WA 4 .s O - _ ---i , Tom-1 ' t _ 11----_.. _ _. _ . Bolre BJ - _. J.;:.. i 2'A4' WOOD i t' , I i5A•YS t 4 - (� t PLAIN + M'S . REQUIRED a 7 Tn R.c 1 '4 a TAPCON t..'. TAPCON -If4-. TAPCON 2'44' 1LD0[! ANCHOR O 9' O.C. - ANCHOR O 9' O.C. I ANCHiR O 9` O C PLATE 1 1 4'B 7APCON RAGGERED W/ ST'UC: I STAGGERED W/ STUD I REOUeRD 11 i 2`,4' HOOD i ANCHOR O 9' OC. I PLATE I -..__ PLATE WOOD i REQUIRED REQUIRED ' ALTERNATIVE R-TAW ALTERNATIVE R-1BW ALTERNATIYE R-2AW AJ,ITT� NATIVE R-2BW O-_REGULAR. PANELS 9_Lffl_._WETY PANEL O REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS „H,uN,M„ WALL MOUNTINGS SCALE 3/a-1- ����A.Tlz� "',,/' sruE 3/8=,• NOTES 4t3.Q',: '.\CEN$ ' FLORIDA BUILDING CODE (Non Nigh Velocit Hurricane Zone) a2D>e tnrz Ex Fr. 24 GAGE GALVA I D EE STORM P 7 N ZE ST l ANEL atfi _ __ •a _ _ 0. O.aN e: 5 INSTALLATION ARE ONLY VALID FOR AS 0. DESIGN - � t *, 'm _ I PRESSURE RATINGS (p.s.l AND PANEL LENGTH 4 = * : * 4: = S '' / , e>/2Tl;teo PER ELEVATION ON SHEET t2 - S STATE 0 - _,"' ! (L c IGLOBAL PROTECTION PRODUCTS, LLC. BVE 2. FOR NEW WOOD FRAME CONSTRUCTION-. WOOD '$' y' �` _ APoo SW. 5+ 57REEr MEMBERS TO BE SOUTHERN PANE No ?. W/ SPECIFIC ^.,,O,r.• , F10R1O`�, ..®ZJ leaky TEa>. W E�Ne+NTE.wc cosy :. yAw.'L M A nN.. isln�.-ImW n.. L« I FHONc (')64Me9-T546. FAv: (w,HBB-.e-+Y, 20-175 DENSITY OF 0.55 OR EQUAL. ' s' $/ A� G-1a ,s,..aw m -�-°O�'+• o0j"""o •1p 0NN4H„ if l I`E/Gtt WN/TA A nut! ,.. P.L ,AN =- ' aaET ,5 of Ia _.. _-.._-___ ,L .4t67 lGN_ PRESSURE -_RATING s•f.i ANP-CQI3gESP-0-N INCQ-}MAXIMUM ANCHOR SPACING L_ DRM. PANELiI INSTAL►„ATI NS INTO COyCRETE & CONCRETE BLOCK STRUCTURES JO ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS ) THRU 6. ON SHEETS 4 & 5) R SCHEDULE BELOW APPUr,NF st �! ANY MAAWLW 1ENGTH •l it ) YAk AS. b. DESIGN PRESSURE RATING (P 9 ) WE%WUIi ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPLCABLE ro! Ca16aA 0, M/,XIYLN l£NCtN Y• n t ) VIE ZANAC-WAIN CALX-IN TAPCON 50L14-SET FEMALE R P PLUS 2AYiG-XAM1M CALK -IN 10 >b COMBIfA15DEi /0 fawtEt[ ro m 4 �CONCREtE i0 10 10 O N'AtEn m1[ .1E IfMKWi , ! ,- . of THEY e Ga- -&. OtRf/EtEI, 00 00A� OF THEN ±3' 13` i - - tx 1J` 1 t0"- 1 t `QP) 1 R BG. 0M -- y' s' OR LESS I Ir i]` s / 2• -_ I S lr Y ..__._ t3 7 iJ- t!' --iD 13` -1t}---- i3' 13 110 1/2 13' 1 / 2' I 13' -__. Tl' -- 13- �6 1/2' J 9' IJ 6 I R1 't• /i -. Ir t 9 2 / 8 F t/4` 3 1/2" _._ 13' +6 tJ2' iJ• _�._ t '6 2 13' / 91 13' I /2 7 I/Y;5 1/2" -- -. ) , 7 t 2" 7 t "iS t _2 _ / /2` 10i ]12• /� / 13` 4 ,J2' 1T 6- e t 1 2 J / -- 6/2- 13' f 1 (TOP) 1 a. BDTi 2 rOP ) -_M 2 (B077D ) ____.. yOR tL I 2 DP Y 2 3' 0 _ (lop) ) -- - -_- 15' 12' 13' IO (BOTTOM) -. a__ - _...._._. OP 1 , !> ) Y tY 7J" 0 __ - - 6 1/a • ^: a,) Y 5• a'-- 1r 1 Y I• 13' I A 7 / -7' i i 7 1 ` 0 x /2 / 13` a' 3 tP (TOM) a 1/2 - - iz tJ2`ty t/2' 2 t/1':5 1/4' B < - - b t/4' 6 1/4" 3 (BOTTOM) 1/Y __�_..SS 7' I 3' e• __. 3 1/2" 4 1/2' 3' - _- 6 ,/2, 2. 1/2. _ __ �. __. 4 (TOP} ____ . _ d ___.. _ . r - e` ip r� tl 6 !/2' - E' - B' - 5 1/2 - Y - I 4 (BO➢tN.) - .- ,b . ___- .. ... _. __. tJ, ( 12' t3 - •] -. ,+, __.. - 1r a 1/2 } _ 13 t3 -. '. v ' •, I r2 _ ,0 t/2 i I 2'i 7 1 . �. - 13 6 5 (TOE') S BORON Ir 13. ,J' 2" I ... lr -} Y 13• S" , J 1T IJ• 10 i/j _I 6 12 J /•• L--- 13 .6 1/2 0 J /2 7 1/YT5 1/2' t' !_ + 6' i3' 14 t/2 ( ) 6 RCP) . -- _ ••) . __ - i� --t_' _ 4__ It IJ2'I13- raCTTOM) i173• . (TO') �__E�iJz'I13` Y•. 2 (BOTTOM). >5.-6` TO a -D` >47St,0-75 +119.-,iR6 __ _ -._ 6 I/i' --- 6 t/l' 6 i/1• 8 1/4' -'-- 6 t/4 I:e 1/4 - T - -- 6 1/4' 6 1/4' ----- 6 (B0T7••) t0' 7r 5' i S 1 I 0 /2 1T i • 6 /2 ± 13' i9 /2 7 t •. t4 /2 'S /2 ± i3' /2 MOP` i +_ >5,_6. TO 7'-5` 7/2 IS' 6 1/2• t3 3'_- _-,3 T ��� _ ,�_ +3 __)--_ -.�.- 7' I _ 3• _ ._ e_+ Ir 6 t/2- _.._ 1 - - __ _ 13 13` 13' ____ 1' _ -3 2 1/2•It a' - 6 1/2' 13 1r Vto 1/2 I iJ' 1 - �__ 1/2- +5 112' 13`.. 13'� 13' �6 13' 1" -- 6 1/4- 7 6 . _ 13 13. - 1 6 t J4' 9' _ 13 9 --_.� f0 7 e/2 73- 6• , (BOTTOM) 10• 1/7' 9 IJ2• 9 t x• � / 6 I/4' 3 1/2• _ tJ_ i_d t/2' u" 9 ifz' -._ I t9 1 2 3 . / ,2 1/2_ _1/ 9 I s' _ r a .0 - 13" I 9'_ 13"s ,/Y _ 1 6 1 2' 7 tJ2' E t/2' to -Ijz`i? IJ2' ] t D 2 2 / ,_. ! 4 t/2'� 3' ___.{. - � Ir i 1/2' u• l6 tJ2' 1.' -_ 3 { !` - 6 t/4'T6 I/4' 6 1J2•',2 1/Y _ 2 (TOP) 2 (BOTTOM) 3 CHOP ____ ) S (BOITOI) 4 (TOP) -- 1 2 / 11 1 Y' / a- ,r Y J (TORT_. ,/4 - - 6 1/4' 6 IJ4. 3 (80T10M) 7/2 5` 3 'Ir 7 ]• 4 {TOP) - - - 6' - B• (80TTOMT _ _ 9' 9 ,/Y , 6 2 fi 1/4' 5 ,/2 10' iD ,/2" - t 7 2 7 ,/? 7 1/2. 5 1 2" t-1 6' 1 �' -.-T - . 4 1 , 2 6 1/4' a t/4' a (BOFTOMi S (tIp_)- 5 (BOTTOM) -- 6 OP ) 6 (DOT, 1/2-11 1/2 e• 13, 7" 5 (TOP) t / 2 , t / x e' 1 3 7 -. �.._ .. BO OM ( _- 13' _i_ ," e 1,14' _ 13' . 6 1/4 - 1 `17 t __ _) 6 E]P _ 6'/<•, fi t/l" _ 6 (BOT1 ••) WOOD 1$A a ltalk 5. ON THIS SCHIVAE FOR ED PLTNG SPACING SHOMN ON S3ALE. REIKICED SPACING .CATCJ 'OR EACH ANCHOR -C ,/.•. ,p'. 1/.•. A MIDA ", nuc /AyK_11,4s, aLK-N - 3 T 1/Y 2 :/a 3 3 1/2' ) ;tn 3tn. --. R- l.on - - .. P.." I� , ABLE al FOR MAX. A.S.D. IS USED TABLE 1, D •-,•- JLOAD A.S.O. DESIGN MAXIMUM PANEL LENGTH 40 PSF OR LESS 6•-8' > 40 PSF TO 50 PSF W_2" > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ON�p�A�Y VAUD FOR INSTALLATIONS WJ p1,uw,....NNry SCUD Sf7 ANCHORS & W/ 9 SPACER AT 12 1/2" Q.C. ` 1`P'.-.� a} \tGENs sy FLORIDA BUILDING CODE (Non High Velocity Hurricon• Zon • O 44167 = F202P M'tso. Nc 24 GAGE GALVANIZED STEEL STORM PANEL fA. qDRAM, -STATE OI- PROTECTION P UCT TL E C 0 1 N C +GLOBALPRODUCTS, LLC. w 0,/2>/201e . E 9. %zp,N•1 '• 'r(ORIO�-f'uImo;nunrc�swm.1wwwa 4s, • • 5RICE" aNY D.W.wn- 3MT.F a� rAr 20-175 _ (', � ", - µ iT IRA / /0, -• 4n n .w n. -,3+e ss4 - 9 imi.+ . f4H; . L 7ew t )ee90 G-OW4"' ,«........ AMLIER A 00M, Ar. PE n XIS 44, 6) DRAWN, .A WEG t. O[ , INSTALLATION DETAILS FOR LIFE SAFETY PANEL J INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES t/.•. TAPCON EXISTING POURED 1/4-. TAPCON EXISTING POURED 1/4-e TAPCON EXISTING POURED 1/4'. TAPCON E%ISRNo POURED ANCHOR O 9' 0C CONCRETE DR ANCHOR O 9 DC CONCRETE OR ANCHOR a 9• DC CONCRETE OR EbNC_ CONCRETE BLOCK l CONCRETE BEOCK - CONCRETE BLOCK ANCHOR a 9' O.0 CONCRETE OR REQUIRED. %55- REQUIRED. REQUIRED. f -_ REOURRED. BLOCK (' R /' ' 12' C2;I * t2) I I It I VY 11/4: ' 1/2• ,1/4. I/2. 11/a- I, 1/2• IJ4_ LI?"N MAX. IAAT. L . E ) i ED. 1 I ' I c- 1I I I fy 1 t I t 1 f/,:,. , ti, 1 .. , I i I f 4 . „, 1 1 I h I , 1 1 II ,• Min. 1 1 �'., ! - .I,r 1 I N I i B--SEPARATION 1 11 I E Ir- s D AHAT'n01 -i I I p I VSL Sa .l' EXISTIN 1 GLASS. I/A'._Rp.,• I ( t/.'.-2p.t' EXIS7IP� I/4Y-RO..• E571N 3 w -FBI O - 11 1 c F,HI iO GLASS ( f EXISTING -5S WA r I T SS eoLrs w G I .S AIXTS EX`S, - IA.S si RATE W JI i CLASS I, � �- At A DEMO_ . F -"II Ijj� A fA OfGUP 11 3 1 1 GLASS a 1 ,% EA CEASS 1 � i E rl t/ - t A7 a wT� OS fA, PING, j F `- I H - 11 I I MM:It• - Y-CI 6 y--1 * II f I Y tD �o fP r R . 1 Ii F I.. I E A IR - II I ( _ 0 " 1 I + •L• Max. •LI MAX. II 1 'MAX. 11 I • MAX. It } 9. '' _ 4 i + P 11 P 1 .O AN7 ELEVATION I P F p 1 , AN LEU.CTM RAKE. LENL` )' EL 6 AN_L LNGtt+1I X6'9/# (SEE EEEI itN U 1 (SEL HET Ii 2) ii / F (SEE ELEVATION II 1(SEE HEET 121NIf I• Kin iONSHEET 1P) R I I O. SHEET t2T I• Min i 1 DN SHEER 12: 11 1 ON SHEET t2J !t-'SEPARATION I 1 R t f IT'SEPARATWN -4 1 71 i' II TO GLASS I - t _.. I B to GLASS. I )I I.{ i II I ✓ i"-- II I vi J' - I I L/2 ' I I L/2 : 1 C I 1 I b' t I % E.D• Lt- L �,1 E.Oe I �j E.D.e 1 {Y{ I o r -- I N I Ne IT yr I a %,/r ac I @ , I­11I , t t= 1 I , E0+ _� _I I ( �_ �3/4 -_] , I I I EO t: SS H R_ .SS EC : ii /4 Y s MIN, 1/4"e TAPCON' .. .:, 1/4`0 TAPCON .: 1/4.6 TAPCON I. 1/4'. TAPCON ANCHOR O 9' O.C. ANCHOR O 9. OC. ANCHOR a 9' O.0 ANCHOR a 9• D.C. EXESTINC POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR COSTING POURED CONCRETE OR rONCREIE BLOCK REWIRED CONCRETE BLOCK REQUIRED CONCRETE BLOCK REOUREEO CONCRETE BLOCK PEOLHRED R-•IA SECT10 Q-1B SECTION R-2A SECTION R-28 ULM-FANEL5 Q LiFF SAFETY P�();� .9-REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS SCALE 3/9='' ...... I"Iah,DN.,. SCALE 3/e-1 SEE SHEETS 15 If1e FOR ANCHORS TYPE & SPACING FOR IASTALLATIONS N'Ct WOOD It4r16K aLNlDNGB MNt.U. ANCHOR SPACINGS AND MINIMUM 051ANCE ARE -7Ep DN 1Ht3 EDGE R+DtA SCHEDULE_ FOR L Tf+AN ON SC,2WL REDUCE 14CHM SPACING B1 M:Y.IIPLVNG SPAONG SHOWN O. SCHEDULE BY THE FOLLOWING FACTORS FDA THG OPERAIION TO BE POSSMILL. REDUCED SPACING MAIMED USBIO M"TOM SHALLNOT BE LESS il1AN xEMUM SPACNG ,NDXATED FOR EACr ANCHOR TYPE ON THIS SCHEDULE ANCHOR I"% _MAAAW.-A o." elVOla (UJ - OAImN. --R-P-I 'q„A„A, peek � Ay((. i6, SK BMW MW 1 1/2' 2 ,/2 - 3' ] I/2' /4•• - 1 TMOWN 3 3 3 FW"1. OR O- all o31e _:_-___4 - WOOD HEADER _ REouIRE➢ lt A/NCMOR PG' O.C. t "' iY J4• M.., MAX L-..i"u EX,STp(y„j I. II OA55 p 11 11 .._ 11I R I' Mn III` --SEPARATION It TO GLASS EO EO___._.-. 2•.4• WOOD PUTT REOURED I !II �.L)LL]L2!]21YE- R-3AW W -REsT.iILA.B_.P_AKLS 4 '/ (r1"1 SS e014. ( u �PAR Y-C7 OAK PANEL LENGTH (SEE ELEVATION ON SHEET 12) ,I /4•0 PANELHdATE PLUS AroE.HOR O 12 I/2" O.0 ?�� o-� �\CENSF�- - N0. 44 T 61 T - 3*: " STATE DE 'E A :4 C OR ^^ � ". --' J I DETAILS FOR LIFE SAFI INTO WOOD STRUCTURES WALL MOUNTINGS SCALE 3/8-" nail$ 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (p.,J) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. FLORIDA BUILDING CODE (Man High Velocity Hurl4cons Zone :>olc nl . ,Nc It. 24 GAGE GALVANIZED STEEL STORM PANEL E O.AAt1 F' 9)n,/M34 ILTTECrO il4c �\ GLOBAL PROTECTION PRODUCTS, LLC. an LIT T[j11FW a CNa±KfERM6 COMPANT MOD S. 5: SieEFt 2... , fW - ,IA9A„ W..K .yI 04YA. FI- lUt. n,-- -I-- ' o r mp(tn47ee9-73,e. FAX. ro6•Tem-enT 20- 175 a9••• em s-,W_- eR.4.lG NP WNTEA A Tqy N, F.E W'P .�.- SMCt,3 M usc .4t67 ADEVI REWWRED 1/4'e TAPCON � - Aticl,aE O a` O.0 C2l Imo. ,1/4- a 1 i MAX. I I 1 1 I i (V, r 1%4Y-EB.t' 3 /�. iI tee LX--i 1 GLASS 11 I I I 11 I I 'L" MAX I 6` PANEL LENGTH 11 I (SEE ELEVATION 0 11 1 - T-- ---- I ON SHEET 12) I4 `.11 I 11 I` MET. . I %�� IF --SE ARATiOM - I i. 11r-.'O GLSSr-.ASS. ' 1 d_ I - 1 L__.__ I 1 Its EI0 , n,/7• oc EQ _�.__--•-• E1._• _. I Y✓0012_ ' . . . PIA" REQUIRED I,•, 1/4•0 PARE-L.MATE PLUS ANCHOR O 12 1/2" ALIJ;J3NATtVE O LIFE SAFETY f. R-38W O.0 PANEL .`y1'`.-'' CEN '' . '. : o.4416'7 ' si * * _O%a', STATE OF :.:Qr _ FCORiD-V!-----:'_� .. Si,; A. QN , ._. A[ SFALJSICNATUME IDATIE FLORIDA BUILDING CODE (Non High Velocity Nurricone Zone e2020 `,FEW AF F.P 24 GAGE GALVANI ZED STEEL STORM PANEL 6NAwN n IL �\ ECOINc GLOBAL PROTECTION PRODUCTS, LLC.; an '2020 6*w9 ! ENamcEten9 coNPAKr 4 s.e 5I I' E I- -_ �A(e0WFIL, aax . Me, nNa1. 20- t 75 1pRn->53}, uI YaAH,: a W4,rr .r ORA.4.G .N G-0006714 _TER A TLLLR J... P.E „t4 � J SIIQ1 16 a ,4 FIA7 a) N -0_O � U N i - O O O C Q C6 70 I- a- . j ,_R U) C Cll Z3 O CO U O -0 _a O O O O }A MO LL - VVC) .� -0 W,O �U)y� O _ .� U) Q - C 0 v -w W 4� O = W � M V N i lztCt0 6L C i .M GV & CV n 61 = d s C C ii O e ..Cl u• 3 3 e O V d C C ­iiet, M C•2 > 4" G - - E 47 O 6. w 6. . ..O Cn m�1 S W (13 w C_ a) _0 0- 0 _ S. cn CW G Q z Z Q J ^ LL SHEET NO. SH 1.4- __. �I ____ _ I IIII r I - -- I --ti_. -- - - I -­ I -� --I L -. _ r____-- ----. ------- EZi/1B, EZ 1 W/ 18 AWHORs '- - (SEE SECTION E21 k ALTERNATIVE Ella ON SHEET 18) - _ - - 3- Lla -» - j M, -�- 1 (SEE NOTE i i 4 SEE 2' W ( , NOTE 2) O FdCN ENO t� _.,. -----."--r z-`-<:-"--... --i_ a.-.�--. -__. .: -- -�' .� - r. rr * Of _ .---i i--.. �T. .--�- e.. _-� r_.._y .-._-�.y," 9-'-_"_ �f _-4_:7=, __ _ __ c 4 R,,, -pc' uphf1.7 '..' ..0 .N=: AL,. .:. Ar EA,_rl :)�f'rlf.C- -,•^A A!. h'AYL: 31e 1/2 •77 --, �� IO� O(� '10 OBI, �?O rp OI Tor 10 _j O,y i _ _r Tv IE W ;r AN ANC.- - Fh Tb_E NGAL:A-Ii:� ENiE't, I l � � t -1� I� LJ _• i r L•J V�.� :.�. rT +�: fir' ra_L. 1��'U_ +;.CT FG f 6 )I{ i2 , IA- 2 E.H . I _ _ .. - unF _Nib^i �._, "M _ - - :'f -., UL. lh "*, - 4 >?'•' � NG i M ANE li, ")M -Nlj pA,r 111 -'tr7P •ANPL Tr.,1Ju rANE 1 FF'IR PANI L' ( - '1 N 1 _I SAE _ FA _ F` A, 12 urr �A t .,. f Nt't__ 1 4 : Np1( , _ - A ` k,S.-'.S y; ( NNE.; I B. -- td 4i ':. E -;: _ j rFF'•.:. n'- :. F,9'S b4. ,..E r>41 n(EL -? I ,.0 "M1 ill".,- AY '-^--^'^-� AVOIT _ [) ii IL': t "NNE E I'iD 3A NA-k, ( N 'JIy J ;' 4 IA S W P`D._ I. II Y\ ".• ~ ; '-t L FWL,S w AP-Jul"� ' "Ill 11 '4'< /I, M JM •S-RFA ^• , TAY'Ef' G-'?'.:M sS At '� 4/d�O A G-..Nr-AH :,A*_.:\ F A _H_ MAY MF tf HEk OF 'w0 : I ( " -. A' ARr-.'. _i_ ".. }N "_AT ' 'E`' _. NL: MFi. l . _- . - ,r N I P_ --A" T. Alit"; - r>N/E_7EG -- IL'I).:IM I _ I - FA.s IG CH AP NL ED A -1 AS EA.. TW._ I i fI (] T•AV r !. P ,0.,i,ECT[ [3vTT1-,u TRACK J'" [i__r-1- Yct i,-) i i t- .'; + I I.- *_ -- 1F..,1-- s-r_f" - f-.I 1 _ : , t I f r ..;- i - .-j- I -t i i 1 j; IVD -ATE,. 1 e E ae? J I I JC>- aC L urvl 1rI F -•_1� ,.2JJ L JJJLIJJ_ L _j-111_LJJ_�L J-' I__LLJJ-1I L i_1_! 1 J i , 'A JI •" 7"^ M IFA.z; Ma'• uCL :,K A A>;" iANE. T-..rICiN I_..__ _--- ---_ -. - __ ---- _- __'- - ,.-__..Y - __--.- - .__-_._._-.._�-_..._ - SEE Nt':F . 3- MDx q_ _ 3' Nc. _ ." Mn SFr _,W �0; <FF " -r ':';i .�t,r - PN v. =CR WINI' I r `.J t: N�IF SPELn J _ C r Ai �` _ -.. (iE[f., FJ EZI k +u Ri,AINE E?IA' OU f:s, 18; - { E2t/18, ` EZiW/16 I TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL J1 SYSTEM (t) i AIr. L:'_1`=. .'..Yi f •JAL_v 1/4- W.X '; I_, I SECTION A -A ,,,,I HH11 i PJ �`,Z1+�- EN ^ �9��':. FLORIOA BUILDING CODE /klon High Yslacit HurricranN Zone) I - 0 4YT16% `r '"" "- Z4 GAGE GALVANIZED STEEL STORM PANEL mr.e.. -. - =* -z-� I L E C O I N E ''.., GLOBAL PROTECTION PRODUCTS. LLC. a 7 ,tale R T �' � of 4• " y2,Li i n rt4IW, CNG.EIIR= CO iµ' } (ifl1Ct 20 G H„ a .,- x NVY1 III"— 1, ,75 Ct x., { ya Pin LR+w vu" FLP'vrr „c ,r6.r' "` - +4 -__-�_-__�' etEIG � f,j E_: E I-H i;rU � _U ENC3INEERING EXPRES9'll, PRODUCT EVALUATION REPORT September 15. 2020 Application Number, 178159L1 - R2 EX Project Number'. 20-31543 Product Manufacturer All American Shutters and Glass Manufactuicu Address 1540 Donna Road West Palm Beach FL 33409 Producl Name 6 Oescnpnon 24ga Galvanized Steel Storm Panels Large MrssHe Impact Resistant Scope of Evaluation: Product R in r r uireme of the Florida This Prod Evaluation apart is being issued i accordance with the eq zits Department of Business and Professional Regulation (Florida Budding Commission) Rule Chapter 5IG20-3 005. F.A C., for statewide acceptance per Method ITO) The product noted above has been tested and/or evaluated as summoned herein to show Compliance with the Fonda Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that requited by the Corte Re-evaluation of this product shall be required following pertinent Florida Building Code modificatiorts or revisions. Substantiating Data. R DUCT EVALUATION DO UME P ODOCUMENTS F-X drawing #20-31543 Oded ^2•ga Galvanized Steel torm Pane MiHVH 8 Nv44V HZ '. sheets 1-5 prepared by Engineering Express. signed 8 sealed by Frank Be inardo. P E. Is an Integral part of this Evaluation Report • TEST REPORTS Uniform static structural performance has been tested in accordance with TIES 202 test standards per test r *BT- G-17 1 Bta r T Inc. e s AS -CIO ckwala anti flora) W n9� Large missile impact resistance and cyclic loading performance has been tested in accordance with TAB 201 and TAS 203 test standards per test reports) 8BT-ASG-17-001 by Black'water Testing Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculatrons have been prepared which evaluate the product based on comparative and/or rational analysis to quality the following design rutena. / Maximum Allowable Spans 2 Mimmurn Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12"' Av ENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 I(866) 396-9999 TEAMIPEN GINIERI N 5%,11b1.0 OM ENG?NEERINGEXPR E S5. COM 1={`tit it •.1 E1<-I'xlNf__ Page _uE<' All American ShuttL rs and Glass - 24ga GalYanized SieE•I Starlit Panels No 33% increase in allowable stress has been used in the design of this product Separation from glazing is not required lot installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously Rated test report(s), and is accounted for in the engineering design of this product Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedules) on the respective Product Evaluation Document (I a engineering drawing) Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document (i e engineering drawing). along with all components noted therein Product components shall be of the matenal specified in that product s respective Product Evaluation Document (I e. engineering drawing). Limitations & Conditions of Use: e h h respective Product I e Use of this product shall be m strict accordance with the asps Nve odu Evaluation Document { - engineering drawing) as noted herein All supporting hosl structures shall be designed to resist all superimposed toads and shall be of a materiel listed in this product's respective anchor schedule Host structure conditions which ate not accounted for in this Product's respective anchor schedule shall be designed lot on a site -specific basis by a registered professional engineer All components which are Deinan nt Ninslainstalledshallprotectedbeagainst corrosion, contamination an d othet such damage at all limes. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) Ropectfully. �-- w L "" 's It:.: cs c_ Frank Bennardo, PE ENGINEERING EXPRESS°" aPFV04h54v 1 ( en Auih 9Mi 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLOR10A 33442 (954) 354-0660 1 (866) 396-9999 TEAMO ENGINEERINGEXPRESE.CON ENGINEEAINGEXPRESS COM {� INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL (,�i-� INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES - 1 �.,-_____-_-. TjaSTiNG POURED CONCRETE DR j .. E -4°N TAPGDN CONCRCtE BLOCK ; ' REGUMILD , ANCHOR O 12' O.C. _ - 4 III �-- tf !� �1 1/4.9 'AFCON - t _.. /+aX-• HEX MFAp TEK 12' OC - $CREW O /4' fROw w000 HEADER FEOUSRED -.� - 1 _ Jt4HI- HEA HEAD TEJ, FnDN ANCHOR O -: 1 EDGE OF 1� l ] , SCIPEW d(}�/i f� EDGE Of t+ i ��:��t 9 i F. D i e I - 1 I 2' " ". I I � I I Yin. 1. - - __ _.. I I 1/1' - _ _.. _ I 1/2• J I + I : ., ' 85. 80 5w IT 1 I Ss eats ._fQB 1 EA OVINAP It M.M II i - t/2• R i .a,,.•oc'd' I MR PFNr1 N i i T J/2` Ir SEP!R TsloN-r I 1 A/W. r0 ^ASS i ! 1 Nin __. ExIS,ING F SEPARATION - I { 3/18'D =S#4Q-_ri 01A55 11 t A_UMIYUM POP CLASS TC GLASS. I AL.UMINU4 Pop t II t 7 ( {. 1 ? RIVET 1t I 1` r � �: .;AT 1 IV TE N�11 I unx M FA '� II T + PANEL LENGTH * 11 I +,.w-2ar• u s5. ea N x 4G1� N I 4 MAx �1 OR I + PANEL LENGTH • k T V` - i II i• K".. j � - ,t N € - I 1 •: 1 1 I+-SEPAR4.r10N-{ 1 1 -• 11 I' MITI :P� i.. 1 1 `'/4•D-20.2" 11 TO GLASS k I h � ION SEP!GLASS - I THUMBSCREW so% 11 k 1 50% II TORI I OF 'L' ii ( THUMBSCREW 1 11 I I A i r ' I k} N _ I r L1, I S - _.� +WA -. C ea /?" 11 112- 1 . 'i; �TONCROTE _L__- _.�,.-..- I I I :4'D TAPCCN ANCHOR j o 12' a Cl/4•D -APCOh XISTING POURED ' 2'.4. 000D ANCHOR d 12' 0 CONCRETE OR. NTE BLOCK i REWIRED _ - RCOUIRED I WALL MOUNTING SECTION EZ1 SCALE 3/8-1" eL ET Rtj1jIVE E,j1W SCALE 3/8=1" I ,",,011 uM1Npp„ -1 '. s NOTES, IO MIN. PANEL LENC•TE' FOR SHAi L BE 7-6' N�CENSj`-.55?"`1 - 0, 441 = = ; # = 110. "ITS, wc. FLORIDA BUILDING CODE (Non Ni h velocity Hurrlcone 24 GAGE GALVANIZED STEEL STORM PANEL Zone) r.I D+A•n B, i. INSTALLATION ARE ONLY VALID MAX. AS. D. DESIGN PR`cSSULEN RATING +/- 40.0 p.x T AND 6'-0' MAY PANEL 2. FOR NEW WOOD FRAME CONSTRUCTION'. WOOD c * : ,D'.. STATE IJ�' - - _ S-' _ . �}•,'�}f �Ir >< „L' E L O EN GLOBAL PROTECTION PRODUCTS, U.C. % F(3 4Q� _ :'v' TILVT IESTI.nnNa EN4JWERIN4 Covey Y 'eo, sr roar* m/TT,]oxD ,.,r MEMBERS TO BE SOUTHERN PINE No 2. WJ SPECIFY. ,�' . `�` - 37" ',L �N n<''A ,,,,,,, ;, J '',a,. -,, a,•v.•c ,-I- s" I. _,., e:r• a 20-175 DENSFrY OF 0,55 OR EQUAL, P+++Ii11RMI kM 19 TR_ n, I . N�4 x IU-4 OP ,Y ,a, ]3RIi IA Dr ,e s FRP -IM44 �DjL ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE `;'`� ;1q„ ,L - - 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)J DESIGN PRESSURES -I"'i AS fZTE D IN DESIGN DESIGN NOTES: I SCHEDULES WIDTH UNLIMITED POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED w "i u r FOR USE WITH THIS S*STEM SHALL BE DETERMINED PER I7 fPEtiP, TO PANEL SPAN) SEPARATE ENGINEERING IN ACCORDANCE wITH TILEt °5 GOVERMNG CODE, PRESSURE REQUIREMENTS AS- m B TOP MOUNT (CONN TIP. DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER. . O "_ TYRE 45 REQ'RI LEOS if THE FLORi DA BU]LD1NG CODE SHALL BE LESS THAN _ W 1 E SECTIONS OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN �� 4Uqr OPTIONAL !<"-Hl STRCH PRESSURE CAPACITY VALUES LISTED HEREIN F00. 4N'+ _ q W BOLTS WITH WASHERED ASSEMBLY AS SHOWN. M m I WINGNUTS FASTENED O i i OVERLAP, O MIDSPAN (USE GENERAL NOTES: 'y APPROPRIATE SPAN TABLE) 3 5 g I. THIS SPECIFICATION HA}; BEEN DESIGNER) AND SHALL BE FABRICATED IN Q ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA B UILDUIG CODE R C W y � PLAN VIEW SEVENTH EDITION "02D) FOR USE INSIDE AND OUTSIDE OF THE HVHZ PER 'O G E ,d 7A5'01.202' AND �03 TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE E 2< AND CONFORM TO AL LOCAL BUILDING CODE AM E NON ENT3 WHICH MAY d Gi APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE In N i q RE, ISE' ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING. 2 IJO 33-i/3 %INCREASE IN ALLOWABLE CTRESS HAS BEEN USED IN THE I ga DESIGNOFTHIS SYSTEM, 3. THE ARCHTTECTIENGINEER OF RECORD FOR THE PROJECT �/ 5 SUPERSra CrU WITH W HICN THIS DESIGN IS USED SHALL BE RESPONSIBLE 0 - FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH / SHALL Be COORDINATED BY THE PERMITTING CONTRACTOR, E Y o 4. SE PARATE'SITFSPECTFIC'SEALCD ENGMEEKLNGSHRLL BE RtgUSRED VI ORDER TO DEVIATE FROM LOADS5,, DEFLECTIONS, OR SPANS COHTARJED BOTTOM MCI i I „ HEREIN. CONTACT THISENGINEER FOR ALTERNATE SPAN CALCULA11011S AS Ix .r) -_ (CON N TIP E AS `. I MAY HE REQUIRED- EI% G) Y- _ REQ'D} 5 THE SYSTEM DETAILED HEREIN IS GENII GANG DOES NOT PPOVmE tYI �r N y�y R0.391` / 10FORMATION FOR A SMOPIC SI,`L FOR SITE CONDITIONS OWMACNT FROM LL3 2 ` O THE CONDITIONSDETAILED EP.EIN AL ENS ENGINEER r 0,]75" IM LICENSED ENGINES R REGISTERED Lu - MAY BE RT T - A PCHITECTSHALL DREPARE SSTE SPECIFIC DOCUMENTS FOR USE IN q B- 60170M ` COW UNCTION 3'?fl1 THIS DOCUMENT :i 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED .N-, ; < 1 TYPICAL VERTICAL MOUNT ELEVATION PRESSURES DIVIDED BYA1.5 SAFETY FACTOR, _ S 7. ALL FASTENERS TO BE '/_'W7 OR GREATER EAE GRADE R VNlE55 NOTED N e � ' a 1 N T S ELEVATION COTHORE WISE, FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE ye.. w 6 - CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS *** FOR ALUM MUM STRUCTURES•'SECTION]. 3 BY THE ALUMIN UM ASSOCIATION, Q INC. a ANYAPPLIC.Ael2 FEDERAL. STATE, AND/tilt LOCAL CODES. I.% TOP MOUNT R ALL STORM PANELS SHALL BE 24GA STEEL iso, 024" IC ry -n,p� I- 9 STORM PANELS SHALL CONFORM TO 45T1A A6335TRUCTURALONAUTY RE •D (SPAN ABOVE STEEL; G60GAI.VANIZED COATING WITH A MINIMUM FY=4a1 Y.Si, W Q ) TRUCT[GN) 10. ALL ALUMINUM EXTRU510 NS SHALL BE6963-TES ALU HINUM ALLOY. '� -I{- UNLF55 NOTED OTHERWISE 1 I1 TOP A BOTTOM DETAIL5 5H01•JN MAY BE INT!RC HANGED AS F]CLO d 90T70M CO NDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR J -MOUNT HORIZONTALLY AS APPLICABLE. J J!I N CONCRETE ANCHORS NOTED HEREIN SHALLBE CETEANCHOTO d. N (COI'NN TYPENON-CRACIAEO CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER AS REQ'DI MANUFACTURER'S RKOMMENDATIONB. �4g� 13. THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL rg� n Z MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. g 15 Ir ai DESTRUCTION 14. ENGINEER SEALAFFIXED HERETO VALIDATES STRUCTURAL D&B31`4 AS g i 1.4I O (LOCATION MAY VARY) SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et, el, q g INDUMNIFIE565AVP5 HARMLES THIS INEM LCOSIT AAr f & 5 CNG FOR AL & DAI aE5 <w 2 INCLUDI GL ALF FEES E RESULTING M - N � d i H EG E LATE FEES ES WG FROM MATERIAL wL: - TOP MOUNT FABRIC IS CA SYSTEM RY LOCAI, 8 CONSTRUCTION COCUtS , F BEYOND THAT it p Iunl {CORN TYPE WHICH ]5 CALL® FOR 8Y LOCAL. STATE. a FEDERAL CDULS. B FROM fE I C E1 DEVIATIONS OF THIS PLAN. E AS REQ'D) 15. EXCEPTAS EXPRESSLY PROVIDED HS..Eftl, NO ADDITIONAL - CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. e L 18. ALTERATIONS, AUDITIONS OR OTHER MARKINGS TO THIS DOCUMENT 2� ARE NOT PUY ITICD AN D INVALIDATE THIS CERTIFICATION BOTTOM MOUNT (CONN I_rn- 17. ME LSSHALLSE PERMANENTLY LABELED WITH MINIMUM OF (1) LABEL I(�P (SPAN BELOW PER EVERY 3.➢ FEET, CONTAMINGTHE FOLLCANN.INFORMATION', yyeTY PE AS REQ'D ALL A ME RICAN SH LITT ERS An D GLASS�EEiCDEOBSTRUCTIINVl WEST PALM BEACH, FL PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL )a'"-2D STITCH TAS 2q1. TAS 202 BIAS 203 lPtleXdwd00� BOLTS WASH FLORIDA PRODUCTAPPROVAL NUMBER. , PROVIDED THAT CONNECTIONS AND 4'1INGNUT5 FASTENED O 20-31543 ANCHORS ARE USED WHICH SATISFY OVFJ;LAPS ,D W DGPAN (USE SPANS ABOVES BELOLV OBSTRUCTI4N� 0.PPRCN,f2,0TE SPAN TABLE) VISIT ECALC.10/34543 a $f M VERTICAL MOUNT ELEVATION ')R 3-Y{,'n- DC41:.T6:3 2 NOTCHED PANELS ` �� 6 9T B#„N®]MBEXPR%b LOWirORE . �i 1 N,T.S. ELEVATIOFI Para na. Al'I'PRr3ARegtACF LI(JII -- UVVI.o0x,iF PC DE'e S sae. t-2.250" 0.09A., rC21 �60 2ISO' 7 -1 V 51Uu �T•E _-01094:. q -r 0,750' 11��1g w:vw ,�,u. 625" . D,094" 5.09�" - N N m0.IS.tzs" _ o� ZV o§ 18 GA m �-,_ 094" r T-:IZD' TYP. TYP 8 T a gs ri -0 3 064z„ 1- ,062" =Tk. .644" � w n g i1 s 1930" 1.930" 0.062"-4�O,W70.3-7.15"� p.062" �t �4-L75'� 2000" 1-N�IF� i 1.35 _I .o3a" - -I z.o4ti^ - 2.02,0, 250" -i Lean" I- �l z.Dou:' - TIP nw LxJ & �.121 �I 7I 11�' �'N` HEWER 3 R A�911ILD-Oy, UI t1" HEADER 4(? ,\:MAN CLOSURE r_. SIIW ANGLEM K -11 ! ry IR' H-1.5L ' 7.560'•L- -J1 �560" ,510" lI-3.380'651- .l ll�" 0.376" OD3435 0.375" 0' 1 " " -- L2 i l- I 0.179'j if. s, 0i9 "� D.S�iS .4 § Re'ii�" $ Tj 10,190" V'i55^ 0;5 L,007" 114.87 PANEL COVERAGE L ' L {[ O,N66• 0.2J4( 40, " PA ° 0.524" 0.054" W 14,875 NELLENGT » IIIIj��� LC6 j0.545' ,150 �O ) G P T r II y_j- DIftECTIOtI !l/xxxeee������ 1 0.090° YYY MAYBE O.ORS".:SD"T0090" ) 0.7 _O5" TIP r[` TYP. 2,000-',�O.Lwrnrorn D.2130�700" LO" R0135" (n Q BUILD -OJT Y TRACK 9 •TRACKB T P, 4.494' m� a.957" 'F' TR c K w HEAED wNGWT �iS'T' I K r E r➢ 1 NRV -r .f 0 375,: �011 5" 0 N ( a Igo° I�- .s ,.-.__F /�...r, ,. Q m .. ��____ L6C 1TM. d _ D-L ' 0 v 3•L..: _LOL-II I--3.000"�0.125' -"- neJERSFD a EI >,-. L..,I .Uu "F" ANGLE -IRA& ry8$ P{ r- 8 $ HE : L -t]VERLgP , �� D:T..r-C x In all 4" MAX. /,� CICKIRMCWSLAE DETAIL L _-.25" MAX. ICI V 0.1 'f ' - >x„eTE '`0 /'-.29'MAY . < !/ I MAX. .w Y O A '- EIJILD-OUT W O M, MOlIId1,.I nw1F L :T OIGTAN: v' TSEn `vJ N, r,ti. H rr r > l / LODO" T.,- - _ 1 ,, F J d EMBED 1.400" 9..: a' n'.un .r ,e, P., scr-r r,Ee _ .-,.1!'x' IMP 1Q WERtAP ..0 - 3 B2D !h A a Lu0'. MAX •H `S. q $f� .AcrD, r > E \ /�.:5" MAX .J I , S.rr 1.500,: 6 r� d T m .4 MIN G i' uau. gt _ d >4 f R. I 1.:"r 1 _ S.SDO" -qr n 4"MAX: MIN 11 11 : F l., ' ODD' I I v .. YJ St 4 91 ,'� {1 WARER CLOSURE DETAit -_F - , n]., R Illa EMBED j, .l /\TW1P KDULIT CLriSUAE DFTAR .1 Rr.-r.,tr as 5 �1- ,> 12 •6-r i (0 � U (1) 0 QCN O O C .& co 'O a) � �U� a) M U 0 CV'^^ � a^' I` 0- Q W CU O CIO U_ .� -a Cn EQ)_11-0 o L it 'A. V 2 CU I„..i 4 Z Z W J eft N N "0 W t_ T_ l� % C m ...; LL C2. Vf A .L N -CC d ca IO 0.y aC d C 10 = C* t -DC V .- 0 cc2!W Ir � = 20 C C •A �, .."> N E C E M a a: CJ - i<=I nalrxn-wNAww .x..�,., .e xnx nrxna14"r F+ ;Iw1ee4 Z,F^ %ais' _ 114, r,d Abu4 r'Aa IMRl -=1r-r, -M s 1 _ z _ T MINIMUM ALLOWABLE SPAN SCHEDULE ,r.k- z' it_g1 IIV�N. Y-c�w.ni:,, r M.,f,. . R, - 7m. = - ANCHOR SPACING SCHEDULE: _ ,J 1 , 4Y,: __ IL _ yr / -"" TOP MOUNT �- 24 GAUGE PALLS. PANEL FASTENERS O 12 5" O.C. " I/ r _ .: I rx:l r1 1 bit 'q�vJ r. w. F � r n,' 4 E �L. 0 Cn { jLN /, / <[r F"^'P .p mRTi • x< � k '�,df;l ' - WT Z SPAN UP TG 6'-4' SP UP Td V'-A• UP i01'-1 _ c, ' ,w " '' c., ..,. .1 '^ i < o 5' 2.5" EDGE DISTANCE a 3 4' ®GE DISTANCE `Y :'8 ALLOWABLE PANEL SPAN &GLASS Ja= " uvs `s _ Y Hee MAYDF.�6N AN 9J•AN 0 O' enlnrtOA.a• 1 Pwlmn,„' 1• ANI,r• n V p 4 / _ U Ali t j G.' 'J "F AYOHO0. PREeSWR[ raw"TIPF CONNTYPE mu tYPC , 4NONOR MAB RE]TOR LCONN TYPE CORM TYPE 41 CORN TYREP II u /i J •i+^ H9ad9r 0' T ➢ 27' 24' 2S ?2' 24' 0' IL.^ ?7` 28" 4 n PRESSURE �I1 y :: N R=a SEPARATION SCHEDULE: ,n TYPE PSF Cl C2 C3 C4 Cl L7 C3 C4 Cf 2 G _ ly�;ID. u: u -` , .1 A : L` - w liuPtlo,B'U- NeatlA, 0" 0" D 13' 28" r - $ w TY►i !SF C3 Q C3 U CI Cz c3 C4 C2 13 C4 RP> iA^ '' 25" 17 IC c' 21' 1T O -_ ^ 24 GAUGE RANEE ta5 E •U" lie>4er O" 4' 0' 23' IL.' ?fi 22" 2A' t2 IS 2T 26' w W U r.p +-.•. ]/16'•i'LTRAXMDQ+ 125' 16,0'14" 99 12.5 ]fiD 30.2 6:8" 125' IRO" 9.1" 5.1" µ, N,L �� ^ Q y .Ili LUV lI _ x OFWAIi UITRAC011 ;, " R�, 1!n'eS'EMBED 33 12, 5• 16.0 160" 30,9" Se.5' 16o' 16.0" ],5" 125 ]6.V" 160' b.7" CWS,i n (D (///lilt`) -' L u.I :--m I->q_-_..-_.. ___...-__.-- - ._...-_ L3.. y .>q_ I _Iv,, 12.5' 16.0"]L8' 8,0• 1L, 16.0' a,t 5.5- 12.5 16,0 8,1 Ia.AI'Frta 41 1: To ]OD 180" 8.6" 12. 5'a6.D" l5➢" ei" 125' 1d.0"IL. e' U- W TVR:. i. H', '" n'F ;IPT.r`/ w'-a; .. E, ,i a2 40J MINIMUM SIi1RMi'AT1tI s1.rARA„try.Ar,M r.i AS'- O 1-„SA StwA '_" 23 .d 11' 30' lt' ,, 30'-, -,3" 3D- 11" 33" $qW 'yam -' - . 115" lfi O'S0.1" 6.N" 12.3" ]8 D" B: L" 5.4" t2. $" I6.0" Bl" 5.4" B 12. 5" 1-0" 16 - 7.5'1 6p'' �7 -- V:::..I' ";;d1= jt'*,5t - " TA- 24„ } . 3U 48 5? .a de" -d AB" :KI' S7 $ z 12.5' 16.a 9.3" 6.'"' Y2.5" 15,P" e.l" 7, 4" 12.5" 16.0" e.i" 5.4" - 4E Li :z, .I,.� 8 I iH`i N' WIN( .nNl JA fStifN NAI fAt'1I 111f IT `� -, �'Ime Fi a� __ - -E 3, 4y 3p, yy .,6 _50 'v1 S.s 6 a. �M�� 5z 115" 16. D" 18.0" 69' 12�5" i5'0" 147' b.U" 12.5' ]6.0' IA 7' 6.D �Q e] I. c,;,F r<: T,rr - N aJ F .k S 25 50" i '" - 0" i4,7" 6.0" 12.5" Sfi ➢" ]4 T 6 0" g -t'': I"'� • ' +' OieW 2 z MAXIMUM ' '� SAW arW4B Mount, .P 22' 12 ,i- IB' :AD' If" e ^ _ zit 'Zvv s 12 S' 16.0•' a.l" 5.4" 12,5" 16.0-' 8.1' 5.4" 12,5" 16. D- aI- 5.9" 5555 �'9 _9 2<" R' 11" ]1- ?.. _ $ z j IJ4" X !•' N 33 12.5" IS 0" 15.0' ]6, O" 12.5" is S" 15A" 12.0" l2 5" 16 D" ]3 A" 10,7" 72 Lt. S" 16.D Si" 6.0" 12.5' 18.0" t4.7' B.➢" iZ5' 1a.➢" 14 T 6.0" `AN fl H- 33 _ I" s' ' - IL.• W AB" 5q" :Y' A& ?4" 48" W 53- 74 IJ "It. I W. cN6rD 33 12.5' 15A 160" 10.1" 12 S 16.0" L2.1" 7C' 12.5- 16.0" 10 A e.Y' "1 6p H T +nv M '.'".. L.I.I.-I. , r' �' E Df 'Gil DKDQ MC,e,i :4` ?4' ; 4 a, LL11 DEN ALT U LTM[ON z .i. ,,.A:= - 1; K A L..WAPIJ j INS7Al1AItUNS L}'SS IN`'•tAUAn(sNSrINEAtr.R i- 1"Rea nx 7 E t7 23" 24- TE" 4' "' A' r _ 2 ,'u +1 12.5' 1a.0'36.0' 134" 1E.5' 16,0' 121" 9.6" 12, 5" 16�D" 12A" 9.6' lPDO01CREW 0" 4 S" .13 _H•-I +'.: _ s .. Nl w PNr bI,Ri 4 2. 2 IT 2 -�-: --I'':. 41 12.5' 16. 1 �l' 8,]" 12.. 16,0" 97" S.fi" 12 S' 16.V" A.7" 5,6" C • r.:rrr_,_ u: ,_ _,n,A y F ,PAN 1.,r+"1I I++AN 3„' AKVIF rIRA01 IIIAN V-AROV1 IYAL'f p - ?d 24" 2d' ,,r 48" EA' ,T •, N- 4R 32.5" 10.➢"14.9' 119" 12.5" ]G:0"14.4" 95" 12 "I .6.D"IL 9" 4.3" I lid I::H ..E •n•_ 'A^-Y'= '' ': p - p] FAn Tic# .ff' 4a' ?;}" 98" 30' S3" � w _ 15,0 ILO 7. D" 125"16,0" 96' S,6" 125' 1fi. D" 4.6" 5,6" 1�� , ORI i f31 --5E- T:•'• A� ''•' NIN in4iI 23- 2T' I!' 31" ii" 3(T 23 l(r ,i" 33 t .w0 125"160 ]35'110"123'IOCD"11.9'9.s"135"18.A-lI9'•43"0 L3 S' 15 D- I,. -, A4" 1]-S' 15 o' Bfi" 5.6•' ,_4V ]Ao- _.' IA.dn.-r"frR;: L•L._x --rrr TU - C _-_,ii"tlA (SA Momd1 2T 52 t+W ,T"I N t -in E ' r l a•i >.IJ. t:U tIn ! _ 606 n: _ -. _ _! 16:n <."ir9eX W 26` TIP 33" $i- 5S 31" $3" "8" 57• 33'- 58" - 4� i2 12, 5" ]6.0" Y19' N5" 125 ]6,0" 13;9 8.5" 135" 36. D" i1:9" S.5" G 72 U. 5" i5.0" 9,6" 5.5" 125' i6.0" 9,6" 5.6" 12. S' 16.0" 9.6" 5.6' .�i '+ ■/��I�� - 1 , TZ 0.2^' In -1 l5 I10(I,,, i bUh 1, Iti I+I 1 ( 33 :: „ is DP. 34D"11,9" $ co 1. �> ,r.M, sr �.„sV yr m .., ..� ;,p_. :"r •r. -,rn- ..,tan..•. =,.. NI- _ O ALL IDINT59eT10"SET 41 12.5 16, d'16.0'158'YZ.S"130"12.6 10.6 f^, 5'� 16, 0"12�5"iO,T" 33 12.5' r TAR L,Rn'TFAS• 41 125 16.0' 16.0° ley 360 17.5" 12.5' 16.V"30.2" S -e Y' u;:- •i ,U t-,Om 606:r, _ ,:,, n FH. r...aFM +e, .. r "'I'll I. I In 46 - - I!4 K1-3t4•CMBCD 4B 12.5' 1b.0' 13A" 12.5' 160' S, 7" 125 I6.0" 9.2" „PI." :r., -1, - - nr1 ;n,. - _. , , +, r.+ Q - 135 ]60 15.6 ]33 125 Sao 17.5 1U6 f25 to 12.5 IO.fi ��11.. 91" 11S 16.0" 9.1" (¢n I ., 4 N ., _ : If •; AS truO r. I, III, u: ? 16 u: " .;n, r _] _ * q��.. � 72 12.5" 16.0 10.4' 12. Y' 12:5' 16 �0" 1L7 t0:6" /2,5" t6.0" ]Y.5" 10.6" T - 1 52 t2.5" 16.O" iO.$' 12.5' 16.e" 4.t" 12.5" 16A" 9.1" J U. ;u' ' -.0J. 1.00D• :,'.li [•J, E. E:) .,, I;. .i }t 1'3U V, In x. ,; :�3'IU'..: t_N F (•.Ob"n 1161r, - - _ I, �- -- T' 12.5" SE n• 9.3" 12.5" 18.0" 9 L" ]2 5' ]6.0" 9.1" w (D b'kll�. 72 12.5" 16,0' 1i.4' 105' 12:5" I6"0" iL5 1V6"' IL 5" IED" 12.5 10,6" "' I e+.R " T . Ile . :y e' HIM", 33 12. S" 18.0' 16O' 18 L7' i2.S" 18 D" 18.D L4 .." 12 T t8 D 18.0 12.6" iu vtr-N•:li r,,.r: L", Q' ,/ 5; lob S',, bI:IN+n - iS u, [ eP iF. ,•,-,.r.x ;G:-t•t,-,r F•o. e+.A+1";. a,;. f.ro :.A.: -I. 0 rrvAlr AxrinAlr ""'I y8"Eilem 33 l'G.5" ]5.0' e6" .3" i2-S' 15.5" fi3O" 3,1" 125' 13.8" 5.3" 4.5" • 1" :: mw,-1,t Ln� na ':; R. L _. .( Ix^ Ri � n 6D>i ,n Z _ ,r 41 12, i" 16.0• ib0' 16:0•' 12 5" 12a 15.7' 11,4" 12. 5" 16.D" ]S B" 11.3" H 1,"'U"111-1 41 12.5' 16.0' 7 a'• 5.9" 12 5' ]Z. 5" 4.B" 4 ]" 6.25" 12A` 4.9" 4.1" .. 1=P 0.TEB T I- . 'R+...,__:LC:,trt rL_::, 8.>.(:` - E _ Ir-f `] - "2a:i y, w ,ru•• 1 :.; rr,y to-, I. •..+: I'll -- n.r.::I TIE. •"•. d �' { 49 1Z.3" 180' 38.0' ]4.1" iz.3" 160" 13.5" 112" t25" Ie. D" IS.S" ll 2" MOOD BUSH VIC OB 12�5' 15A" 5.9" 5�0" 6,25 72.3" 4.7" 4�0" .25' 12.3" 4.Y' 9.0" irt: Faltx:EXrf!US30N5 •` l i:c - N. :ir .I-/ E .0,E 14 +155 _ "Am ): ,H .. [;`,Z >- %I " ..,�.r r., r rri:. n,. n+'I .,-.J,•,,.. >C 6 Q P : M�.> TYPE ,r@S� - -_ - -.! - • nI- - - I e"crT.i " _41_'7;6_! .ivy ^ .. "3[.Je:•: , ,c;+'rl�u: Wit. F in n 111-1 LL is l0 3-4„ f,..., _ ` JI ____ • ' (n '� L 'p 52 12.5" 16,0'160' 13:0'; 125'i 36,0'i 35.5' L1. Z' 12, 51' 16,PX 15�5', 11,2" 5z L:. S" 1d.t :5' 4.7" 6.z5"lz 3" 4.7" 40" e.25" 13.3" 4.T' 4➢" !"N '� (/�� IL P Fe.- r^.F ..>' -TT,-;, 0- -I�AfL" ,C[r1INU1R RI40UNT SCCTIDN _.] '1 w"- �. q$ N Ny -' / b 1 613 ,n _- - '!+B In of ry (rt 4� -`'. 72 13.5" 36.0'35, 5' ]1. Y. 12.5 1 .5 13: 13,5 16.0 ]5.5 11.2" ]2 625" i23' 4i' 4.0" 6.25' SG 3" 4.r" 4.0" 623" a2.3' 4.T" 4D" '^ C Tint A, -Fcc� ' „ W 8 B'i g 1 L _�-___ _- _ __ _. _._ __ __ _ _ LLLIr 1. o If Q 2.5" EDGE DESTANCE W d+ ry t�il 1R -r li _ M ?' Y q S ¢ < G ry . n a° 7/16 U4 CMOU+ 33 6.25' 30,3' 6, 25•. 7.1•' 5,25" 6.4" = 8p Ci ,,,.,`�, (F [ WHO „•_ � a � W L. ,.. I , ^ $ �C g m ^ _ � „II__ nl ;� 6z5; Bz• ANCHOR Nt?TES: � <I j t: ��< _' 1, L. t (r1 WALL MDUNT SECTN}rl .. , x, fix' : _ {n F n (n f . ; - ,, 8.2 Y' 8.5" I ANCHOR SCHEDULE APPLIES TOAL PRODUCTS CRTIFIED HEREIN, BUT ONLY PROVIDES 7 ' }, _ w:;:, j r z; 44V 9 m S 72 R R �E �� `' � - SPAN SCHEDULE NOTES' a " �"" M I g _ 0 1 'I. sy Ay.NQ;9r F a m y X g IN ZPAUMALLDULES ANCHOR SPACING. MAXIMUM ALLOWA6LE SPANS AND PRESSURES INDICATED y ..tt ` r=F"P*�'FZCT q2U ,Ja' r I.r/a• Fn11 r• 33 32. 6" I6. D" 6.5" 67° 6.25" 1:L.7" S25" 1D 5° Z �t - I ...ncr; , -J 3 ,T I ENTER SPAN SCHEDULES wlTk NEGATIVE r s 'T , '^I IN SPAN SCHEDULE SHALL APPLY. d �r. f a) a x W _ .-=F �?{'� 33 a %'a' r Q nitro 1 NAroN AS ]2 5' 13.>" 6 25" 4 3" 6.25" 9.4" �i�i ry _{ ,L,. y E S I-L. t r 1-4 DESIGN LOAD R PANEL FASTENER SFACIN TO V0 3 O - 4B 6.25' 11 7" 8,1S., Q.3" a.25" 9.3" 2 ENTE0.ANCHOR SCH®UIE BASED UN PANEL FP.STENER BPAC[fdG, THE EXISTING STRUCTURE t j 6 r ,l I _ -1 'TJiL'a4� I ER . ! ' - -rt_ r 111 r+ w R DFTERMI HE M01MUM ALLOWABi F STORM RANEi " ry ,� MATERIAL, a ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQLIALTO NEGATIVE DE5IGN 'a .HD • - vHL r x. S2 6.25' 10.8' 6, 25' 93" 6,23"' 9.3" H-, ..s� SPAJV. S[HFOULE is ACCEPTABLF. TOP. USE WITH WC=» LOAD ON SMIffiER AND SEtfC75PAN GRE4TE0.TMAN OR E12llAL TO SNUiTERSPAN.SELE'C1 72 625' 9, 3' 6.25' 93" 6, 25 9)" T { 8 - •7' - FYr51TiVE LOADS tF.55 THAN OR EQUAL TO PANEL CONNE.`TION TYPE BASED ON ApPRQPRLATE MOUNTING CONDTTICdN (SEE MOUNTING DETAILS ON ILL rT V E E T T -C R nl" x r ,j4• H4Hr . 33 12. E" 18 0" T.5' T.3' 12.3 33.4" 5.2" S.0" F m d NEGATIVE DESIGN WADS. SHEET 2 FOR IDENET FICTION OF CONNECT [ON TYPE d O u nW 4,S TAPCOIJ 4 12.5" i5,6' 6.0' S6' 10,e' 4.U" IOC • rlr� '_ e � � /.-' C 1 625 i.2 6,26 IO?' ,]' 4,0" p - " "' '" + J " '➢ANTI NWITHFASTENERSL ARE cTLIDs USED ill ,.� r -'• J 3. "PANEL FASTENERS" ARE STUDS USED 2 COW UNCTION WITH ALL MOUNTING EkTRUStONS I' .-'r-,•Krt v�A-• '1��'� �T, e L.ILN_ ,_f;i w r � - CUNIUNCTIUW WITH ALL MOUNTING E'X TRU51ON6 N.y.,I ... J E 8 48 12. s" 133•- s1' s.➢" a.25' 1tl,7" 4.L' 4D" B.ZS' LU ,' 41" 4.0" ALL TRACK, STUDC:ED ANGLE, ETC) UBE fi.25'O.0 PANEL FASTENER SPACING TABLE VALUES FOR a,,. ,IKACIO i xr l _ STUDDED ArivI.E. ETC i n :« t r..-e, r ¢ $0 '� 6:25" t0.i" A.+" 4,U" 0.L "H"-AND "'U°-HEADERS (INCLUDING BUILDOUT CONDITIONS) L ? �TRA{x. 571 USE tit' Fry1�,�F,��I,��Fv 32 25' 12.3'• d.7' 46` 6.25 ]IJ' 4.1 4.0" L - LI t` 2•wx Ir S I r _ .. o 72 D.25, 10,7" 4.1° 40° s25' 30 7" 4.1 4.1. 6.25" LD,7" 4,1" 4D` 4 ANCHORS SHALL BE INSTALLED IN AOCORDANICE Wrr. MANUFA,7b RERS' RECDMMENOATTDIr- Q _ _ _, N 3„ PANE FASTENER ;PACING INN TABLE VALUED FOR xe: r'',F „1�{ ca F� P ALL -N AND "U' HEADER$ 1 iNCWDING BWiL[, GUT U" '? �" t p Ir i' T J/«• hnnFli 33 12.5" 19 0' 14 J' 31 a'.• 12.9' iii D" 9 ? T-e' 13 3" le 0" 8," 7 D" 5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK, ,j > "' I.- I:: e" �' � I CCINDITTON5) a III IDA�y - ALL p(UW55o Np 5Er 41 12.5' ]6.01113' el" 12.51116,0" 7B b.8" 12.5' 16.0" 7.8- d.3" 6. MINIMUM EMBEDMENT SHALL HE A5 NOTED IN ANCHOR SCHEDULE. i� S+ , ...'. ,I a.-lrl'- q g EES;E V 3. UNEAP INTERPOLATION BETWEEN LOADS ,C V, :r • . •^ .r.r : ii5 a y� 48 12.5" 16.4' 4.7" 7.8"' 12,5" 16,0" 7,7" b.2" 125" 16, P" 7.]' 6,2" 7 MINIMUM E+18EDMENT ANO EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRiCA, AND OTHER 1VALL 66 I- D - t'L; .., I- G � C a f I ACC [PTAg1E. OTHERWISE USE NEP:T HIGHER. LUd-u. ,I Ar I I m � - Y T 52 12, 5" 3d.0• B.9" 7 2' 12 5' 36D, 7.7' 1.2" 12,5" 16, D' 7.7" 6,2" FINISHES WALL FINISHES SHALL BE LIMITED TO L/4" MAX OR SHALL BE VERIFIED BY OTHERS TO � x6' � li 4 pA 0._I,I, IyV 41 :i -,""TIC. _ {'a 11t - iZ 12.5" 1E.0' 7t" 8.2 12.3"1fi.0" 11' a_2" 125'- ta. D" 7t" 6.2" ADEQUATELY TRANSFER LOADS TO HOST STR UCCURE Fis A " _r b _ B. CONCRETE ANUtORS NOTE HEREIN -HA E E -. - r 1 M C) "`"r i [ aJ 4 , O 5 LLB EMBEDDED TO UWCRACEED CONICRETE ONLY p1 li " II-1 - N { a a GLASS SEPARATION NOTES: " _ '- • 2 E & 6'1 fy L•1 L yA• EMBED 33 12.4" 36,0" 6.4" 59" 625' 11,5' a 4 4,1" 8,z5' 1D.3" 40' 3.7" 9. WHERE EX15TINGSTRUCTURE EI WOOD FRAN9NG, EXIST] NG CONDITIONS MAY VARY FCELD dB D ! ,. z I r"wr- _ - e r , .> I _ .r � I1nwAl1 KAKHMA F 41 1t.5" 13.4' S.2" i9 625" 9.3" 3.6 3.3" 6.25` 9" F @ C / R' T 'r"'1'' 1 ENTFP SPAN SL IAEUJLE wi,+, M1a1TIVE Uc41„N LI. aD :G DETERMINE / - ffi „*>I rr„ 48 II, Rp 11.5- A.L. III' b 25" 9.2" 3.6 3:3" 6.25 9, 2" 3, 5" 3.3" TO P TOO fASTENERS ARE I ONLY FOR ID E WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING .xI r. :: H - '- __ „ a m - z TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. � � a I• �/ ,} - E'U" �M r� " 8 M ALLOVJABIf SEPARATION FROM THE OPEfNING TG BE PROTECTED E'` - '" F 52 6.' S" 10.5' 4.1" 3.8" S 2$" 0.2" 3.5" 3.3" & 25" R 3" 35" 3.3" - a e FMr: i M N1M V R 10. WHERE ANCHORS FASTEN TO NA0. W FACE OF STU FRAMI G F N uA. lm . > t RO E N 5 ACCE T BLE F @E LOCATED 1 yyt d =. Tin, -•CALL ": .'. .. - �-O, ... SLHEbIlLE IS PE IREp TOR USE WITH P051 T1VE LDAUS ONLY ._."r . Yi,,, €� ti 6.2s' 92 35 3.3" E.25' 3.Z ?.2" 33' S-3" 1° x- E •€ xt 1 •t: r k' CENTE0.0F NOMINAL?" x 9" (MIN.) WOOD STUB I I" EDGE DISTANCE IS ACCEPTABLEFOR W000 OEM_O I 'L-' P,l E IN ERF`(}LAT{ON BETWEEN LOADS IS ACCEPTABLE. OTkERl'JISE USE NFX? HIGr+ER y a s ri -L agtp T e - 15 � � SHALL HAVE WOOD STUD SHALL BE "SOUTHERN FINE" G=a�550R GREATER DENSITY LAG SCRELY y aI +' X uF _1.:- U E LOAD .,.. i•ii=MS - f 6BT$ � :TIE rii ' . ..A, � _ ,� K i�.�z. = SHALL HAVE PMLLiPS PAN HEAD OR HEX FiEAO, 3. TON !NN All M IONS OUTSIDE OF THE HYkl AND OUTSIDE AR TION l4i Nep1 I rR >•r Fi +: 'iT Ct:C:> T m PANKRRIL3IEOIE FACILITIES IN Rj1M WING 201YES 1 THROUGH I THE CLASS SEPARATION _ ] � E 12. MIt MOVABLE ANCHORS ARE DEIf2- MINIMPANEUUM ENTE, AGEMENTTO SCILREAD5D-SET B INTORASS BUSH WG e 6 - -t:i 'APrgIplAFxw41 EtKWhM NINE 5'_REYAE SHALL HAVE 1/2' MIMIMIIM ENGAGEMENT OF THREADS INTO THE BASE Cn' 101 HlA /i SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEFARATtON FROM THE LDFiNN "'MIENIMRPOR LU F ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U. N.O Al"r L' / 20-----I PROTEC ED OPENING S REQUIRED M m 20-31543 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EKCLU DES STUCCO OR OTHER WALL FINISHES. 20-3154},'j C v,-/ JL ... o-, r- G 1. -"T"F' Y:gin n. Tr+ - "' "' - - r eryL i 14,(TINT DESIGNATES ANCHOR CYzrJDTTIONS WHICH ARE NOT ACCEPTABLE USES. - j r PiwF OscwPtiOlr. k+ OPTIOr ESE? &],TOMa 5S 1 O 411 LS �[ DIRECT MOUNTING N is N T PE PA@eliERiP1xRR1 Q k L6. LINEAR INTERPOLATION 15 NKJT PERMITTEC' FOR USE WITH THE ANCHOk S',7iEDULEB USTED'7N emP..c �'E^ ^ _ .r 7 1, THIS SHEET Z F:r 1 „N:K/IIINH.i M[11 H ,H [rH� PG ey N1 „INrN MNIn, . [ 1nN ". $ rl OPTIONAL EGRESS PANEL DETAIL w B ,l E u r r / 1 OPTIONAL INTERIOR FASTENING DETAIL"' INTEaIna FASTENtN, n of - z � �`J - �� Q J SHEET NO. SH 1.5,