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HomeMy WebLinkAbout6474 Beverly Hills DrC" m 00 M Ln v N J N co I x m 00 0 LO v O (V CAD I N LO LD 12 Q) 0 Q v+ C Q N a E 0 S v c J Cn N Lr- 0 �i N V .V O 0 a� tZ N N ro 0 a CV N N LO �m i i.� ..�,.,..�,�...--.r.... . ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Footl Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG, Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KNVall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MWor MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 01-04-18 2.0 2017 FBC UPDATES 01-31-18 3.0 A ELEV BEAMS ILO LJNTELSAT ENTRY. 02-27-20 4.0 RELOCATE ATTIC ACCESS 12-19-20 5.0 FBC 2020 CODE UPDATE 11-29-21 6.0 ADDED ELEV KLM PER C.M. I = 17= INI INI J% 1749M 3085 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FIRST FLOOR PLAN 1.1 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 FIRST FLOOR ELECTRICAL PLAN 4.1 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 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. c � o U CL n O C i17 K N � O w o m Q N Y w y as ) �. E U ' ,•.�` _. � ;, � r 'red 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. to W d E 3 Ia v 0 0 C6 O 4% N_ ifl N r 0 46 J D - dJ Q M tT # U. C J L W cc U.o Z ca U d Y t E:9 � 0 O W m r- '�O_j6' W Z ILLON m w CD Q J M N O Z cU a 0 L) W ❑ ❑ (D C') L Z N n — o Z Co Z o J o- 1i; �W cn C�= 0 w g y N U a, w m J E �.,.. f • Cf)Co �Q Q Co v N soo C:,M M z O Z � U- E Z o 'Z r� < � a o i Z® oa Z- ca V 0 <o x� a o ¢ w¢ 00 0, aZ N 0 w i� mi p C z x o OZ �� >Z Z J ab �z </� oa go WC-)LL0 fl- �� a m w _ o w H �o I� C:)a V � 0'. zI¢ > (fl Q 0 L O CID Y �- T Y M ^ Q� 0 N o N -� '— LO O C')LO M Q r E c O o Z cc Z E vi `m c E U v P3 CU c c a. Q 0 � JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. C S 3 m Ln 0 Ln Ln `v U)) 0 .a Q J cV cD cD 0 I CV i rY m 00 0 r") Ln LC) L 0 ) 0 a J cV 0 cV N L( ) Cr U) 0 C 3 Q N C) E !- 0 0 C J N LZ `o U 0 c U 2 i a 0 J r7 tV cV O LO 0 O (L N O Lo 04 0 M 0 164" 31'-8" I. 1 TYP @ 2 STORY VERIFY METER S6 O S3 LOCATION WITH T-O" 2BUILDER 5-SH H.B. EGRESS 5-SH 16" DEEP � FIBERGLASS � S I p VERIFY OCATION iv SURROUND I PANTRY w K TYP. S3 ELECTRI AL PANEL w o S4 - I o �Ic FLATCLG. 1 t F - TB 2' in 11'-4" TIL€ 6'-12' 21'-0g" TP i = ---- - - - +- PLUMBING I LINE TO I BATH 3 N SECOND I I 2x ALL FLOOR I I 8'-8" F T CLG Z GG °R �d, j6rS z S3 2' 0" I _ BEDROOM 6 2868-S.C, 2 CAR GARAGE TYP @ 2 STORY PLUMBING 6 WALL �` 8'-8" FLAT CLG. AFF I O LINE To 8'-8" FLAT CLG. H2 o p SECOND CARPET o I N J FLOOR EDGE OF SLAB 2" Q I S6 ' 31"X34" P.L. 1.8E �- BEYOND WALL I O = I 2668 W/ HTT4 @ BASE- _ I I H HDR AT T-4"Lij I CC W/O > ----- S3 UPLIFT I o 4'-0" - - - - _ coIL o I w I V I M I I RANGE PATIO;,, 4 3 0 2-2 _ _ T - 14'-0" 5'-10" CAFE o v 26'-4" KITCHEN H E N fy OR W I BUILDER TO PROVIDE 21'-8" 1 APPLIANCE o 8'-8" FLAT CLG. 8'-8" FLAT CLG. t- I PROTECTION WHEN I I Fo O 00 CARPET TILE O REQUIRED PER FBC I NOTE: FINISHED I o SINK WI DISP LO I I 2'-6" I WALLS TO BE FLUSH. o 1 L- VERIFY IN FIELD. F----i > o---------- I D.W. I I i ' 3L_ 2' _J 19 S3 fir-----------� I . I II - 1 .-- � I 6-10" 4'-2" 2'-3" 0FOYER 3068 8'-8" FLAT CLG. O I LL I 19"G21" 3 4" 3'-72' 4, 1 " LO 6'4" 4'-5" 4'-4" 1-0" N I I NTRY I +42"SLOPING ��� I -HDR AT T '_8" FLAT CLG. -4" - I HALF WALL - - - _ - - - _ 8 1 GG H2 S3 to 2 0 111 - `°-3 STOR. M FAMILY RM -- 6SLOPECLG. 37"X34"P.L.1.8E 4 8'-8" FLAT CLG. W/ HTT4 @ BASE -- -- CARPET ---- 6 4 _ FLEX I ? 8'-8" FLAT CLG. Cl)O 811 CARPET M - - - - - - - z_ � Q GG TYP @ 2 STORY GG S3 S3 PAD AC PAD co +42"SLOPING S6 HALF WALL II H.B. D D TYP @ 2 STORY S3 1 S3 J S6 8 0 0 0 HEADER SCHEDULE HEADER SIZE REMARKS FMARIK (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (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 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18}X25} S.H. 13 20X38J 18JX374 S.H. - - 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 } S.H. 16 20X72 18JX71J S.H. 11-12 271/4X26 26X25J S.H. 1 H3 27 114 X 38 J 26 x 37 4 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. 11-15 - 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37JX63 36JX621/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 } X 62 J S. H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 WA S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Bl General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 112" 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. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +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 O G SEE SIN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 1 1 1 MASONRY HGT. @ 8'-8" A.F.F. 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 11B111 FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1762 LIVING TOTAL 3086 GARAGE 496 ENTRY 30 TOTAL AREA 3612 PATIO 24 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 (GARAGE I LIVING) R-11/R-13 KRAFT FACED N N p tV a' o > W C N C> N N N G i y O r'l t o !V Y d E Y N N w a) sa � ci as � c o N T N a c E to o a � z�`,lilt% i�tFtt�t V Y ... . CV fV O +may CV M Ln ' 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. W W a - E 0 O coM G N N on o c T W cn�C, ° a Q a) C LL ) W M LL Lu I^ V Z _ w - or, O (yYn (a C 7 r o S W LL N�°m w N NZ ¢ � N 0Z OU � o Z 'g ❑ ❑ N gg O O D CD D Q ID m 14 o 411111111111l:1 'UM L e O �N C6 o 5 '? N wn 1 C L E p N L � Y N OI • M M �w � Z ILL_ c oo s 0>Z Q _® (D <O UO z o � wo ° wwzw N O ¢o K J mg jzd U) OU �m O Z� >Z z �' z z a)o aQ WQ� U ¢ 0L o� '~-- r� o � zla C C:)C ILO >uJ '^ LO ni m ^Q O CID T N CN m C0 IUD e--- �--+ N of NO �I 00 N O Q M r a) E CD _T C O N z Z C E m fSS a E O U J Q 7 C -) JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. 1.0 011 m 00 O M `0 0 Q N CO O ICY N i m 0-I ao O L0 Lfl d 0 <1 0 O N cV O zo CO O N 0 i 3 Lo Q i 0 a E 0 V V E 0 C J L7 N O V 0 a �I i a i o_ 0 U J t CV CV O CN N O 0 m 0 O U. TYP @ 2 STORY J 6S6) 23'-6" J TYP @ 2 STORY S6 BEDROO 5 8'-0" FLAT CL6. CARPET I I 0o m 00 I oil Li i W TP r, -4" 00 3'-4'- �0'-'- 4'-2" �2668 R&S T 0 tBj U) r--- - ---, gz(0 I �n XOo UD IryUtiSl 0. BATHE Cf) U) I C I I 8'-0" FLAT CLG. BATHE 10 I I � TILE I I 2'�2668 W.I.C. C 8'-0" FLAT CLG. f l CARPET 00 U) 0 Z N iv 20�68 B.F. --- - - - R&S - - - - - - J uJ Cr LL O O I 12'-01" BEDROOM 4 8'-0" FLAT CLG. CARPET 48'-0" OH1 D2 6 25 SH �-- EGRESS t �BERGLAS ,QRROUN 5' 00 � c N I8BATF '-0" FLAT C B TILE u 00 00 i N __") N 3'-2" 3-4- LINEN 4 SH o0 1 P 2868 LAU 8'-0" FLAT CLG. -- TILE OPT. D PT. R&S 2868 OWNER'S SUITE 8'-0" FLAT CLG. CARPET p'-2i„ 2 \ � TYP @ 2 STORY ,� S6 D2 HANSON BOX @ 36" A.F.F. DRYER VTR 71■� 51i 'M5 � 1 D2 3 3 TYP @ D2 EXT. WALLS TO BE D2 CORNERS 2X4 #2 SPF @ 16" O.C. U.N.O. U.N.O. 8„ I 3 2,J I 14'-0" - I o BEDROOM 2 8'-0" FLAT CLG. 00 00 o CARPET TP I w T O I I N I w <8> R 0 I --- I D2 co0C o O 'C' N � I u 2668 f Z-4" - r I I I � m o I (i C)0 w' - 3-0"_ I 00 of o C I I R.A.G. n +42" SLOPING HALF WALL - 6 ' 4- s - - -7 3 0 8 2 10 3' 7? 3'-11" 60 IH LOFT 'U- O 8'-0" FLAT CLG.) LL CARPET I 14' I 4 F- r I 12'-8" BEDROOM 3 8'-0" FLAT CLG. CARPET can = O w 0 N w H1 6 D2 3 D2 I ROOF G.T. I I I I I I I I I � T TYP @ 2 STORY J S6 1=0 � H1 zo 6 D2 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 (2) - 1 3/4" X 9 1/4" H6 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 R.O. CMU SIZE (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 251 S.H. 13 20X38J 11i S.H. 14 20X50J 18JX50 S.H. 15 20 X 63 18 - X 62 1 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 J 26 x 371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37JX50� 36JX50 S.H. 25 37 J X 63 31 1 /2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 381 52 4 X 371 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or class 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 112" 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 ni 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" AA +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 SIN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. 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 3 AREA TABULATION 111 D2 FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1762 LIVING TOTAL 3086 GARAGE 496 ENTRY 30 TOTAL AREA 3612 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 CEILING R-130 BLOWN -IN FACED SECOND FLOOR PLAN ELEV-B1 CONDITIONED CEILING R-BLOWN-IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4"=1'-0" (GARAGE / LIVING) C%J _ O c o Ct$ � C2 \ d� o i- t 0 6 � (� C lO C� N O Co X >= n- �o o N O CV t rn o <o d Q N Y ? W w Q ¢ 3 a,CUa �. LJ d N Q.O c E co 0 a � lift ♦i � vI o "A Q � To the best of the Engineers knowledge. information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. QC) C') 8 Li p N Co)CM0 o !� cz s a N � ib LL C LL J ww w Z (0 C � s m o W $ O 0 0, 00 O' m w Z LLW � C0Z a z N OU W ❑ ❑ N M a o z _ I r- t o0 Q o Q - N o ILL g O w g NCG J pEp O u� L U -0 C Q Q � o • m � W o J L.L C E Wo � d7� O E E 0 !� M0 ¢r 00 Z- N i ao ao 0Q W d . ca N C .8 mg a Zz z .8 Q W -I ai <m o 2z 5 a d N W W 21 j0 OLL H- 1-� Oco O �a a = ° 3 C C:)O L / ui Q � � O co T N � Y Y W m Ln � I -0 No O Ln C00 DN Cy')Q r O E T C O z M z :3O E 1 n N N d E O U J a N Q 0 1 c c J JOB NO : 22-06462 SCALE : AS NOTED SHEET NO. 1.1 3 m LO 0 0 rn LO 0 C Cr O �o N J 0 I x m L0 0 C) L0 v O LO L v+ C O 3 Q N N c- r� N i t� U v j 0 L O J 0 ZZ :3 0 0 i1. C) N M LO ui a m 0 VARIES, 2" LESS THAN CABINETS BELOW I MIRROR _ / VARIES / ULU MEDICINE CABINET 00 OQ OQ LL O CV M M M M OP 80 O F- 0 i0 TUB/SHOWER FINISH PER FLOOR PLAN - MIRROR OC a FEE0 � o DW 0 KITCHEN ISLAND NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD Z 24" TOWEL BAR TOWEL BAR IN d ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR a ON BATHROOM WALL SHWR. o _ VALVES TOILET CO SOAP 00 PAPER `D DISH U HOLDER b FIN. FLR. 0 0 iv M TUB DOUBLE RODS 00 LO TUB/SHOWER FINISH PER FLOOR PLAN - KITCHEN BATH 2 T CONT. HANDRAIL MIRROR OPT. REF. KITCHEN RETURN TO_ WALL DETAIL SCALE: 1/2"=V-0" 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT BRACKET IX 36 H BASE o FINISHED CABINETS COUNTER TOP 30" H BASE �D CABINETS 80 00 00 o , u- (` r 0 V-2" CO 2x 11? 00 FRAMING O O r I- C'7 c0 _ 1/2" GYP N N N M BOARD FIN. FLR. J J J i FIN. FLR. 2x P.T. SOLE PLATE BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AN MOUNTING DETAILS_ SCALE: 3/8"=1'-0" y 0 M MIV Y'- -7L_ �4 7 3 " PLYWOOD @ LANDING X�VL— 2x8 #2 SYP JOISTS @LANDING w I@ 16" O.C. w/ SIMPSON A35 CLIP �11 OR LUS26 HANGER EA. SIDE SEE I— Z I PLAN FOR CLG. HT. 10 w I2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING 9 STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 = CLIP TO FLOOR SYSTEM 00 -Ito 1� CONT. HANDRAIL 7 2x8 LEDGER #2 SYP 1x RISERS & (P.T.) w/ (2) 1/4"x3 1/2" TREAD (TYP.) TITENS TO MASONRY @ 16" O.C­ 5 4 3 THRUST THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. 0 i0 OWNER'S BATH O n INTERIOR ELEVATIONS SCALE:1/2"=V-0" 1 STAIR CALCLITIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9116" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater ^� than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. STAIR SECTION SCALE: 1 /2"= V-0" N cV O N .o � W U f1 C7 — mx - c U.. . cc O N N •' 4 N � ��esC CL) �cc add) m 7 N T�-� C E � O d � f 2 . X. 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. N W a E 8 V O N _ COO� N r to 7��i N t0 to N ~O Q iM LJi aj M J LL J LL L L W a 13Z -vo, (L Y 0 1% W L 7e CO o i r- Z m 0 Z Q J aN O C) �d U Z r, W W ❑ ❑ z N z � S z o� Q� J N N z CD (a) o 4-1 � � U 0)W 0 s (n C N Y C) c W J <0 = t N U 9� 0 Lv o 9 W COo ¢ Z 0- E 0 Z 0o wz � 0� z® oa V ao '0 OU S Z 0 —E CO'J N E o < 0 Z ww o �t C/) C U mo z Z N J m0 7� QZ z uNi d < o ZZ go Q �w W U w3 a ~ oLL o w m` >O a v za °3 `LO rn J T Cr r Y Y M m LO ¢I O N C) O O0O O C') T E 'c Q v Z v E iri - c N a. E IJ Q p JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. 2.0 111111111111W 12 5 SHINGLE OR TILE ROOF PER 12 F4 1" x 4" SMOOTH COMMUNITY SPECS - INSTALLED F1 TEXTURED PER MANUFACTURERS SPECIFICATIONS / \ TRIM /BAND ------------ ----------------------------- T.O.P. HDR HGT. 1'-0" EXTERIOR PLASTER ON FRAME 3 o: m co C) LO v V N J 0 1 x m 0 0 r3 L0 L0 O 1 u� v cn 0 .n rn c 1Y FV— a N N a E t° w E Cn 2 0 c c J y a� C� C U 0 i 0 •U J N Li O 0 0 a 0 Lo 45 0 Q m v ---------- — — — — — — — — — — — 18" X 60" u SHUTTER FF I - °iao N 00 i 1" x 12" SMOOTH � ' 25 SH 25 SH TEXTURED 35 SH 5 TRIM / BAND HEEL 2nd FIN. FLR. N T.O.M. -' ------------------------- ------------ ------ CJ / WEEP CJ / WEEP ------- --- --- --- HDR HGT. F17 F1 F1 o O pp TEXTUREDbo CEMENTITIOUS �� FINISH ON C.M.U. F1 L7 F1 F2)- 35-SH I� FIN. FLR. F1 FIN. FLR. ---- - -- - -------- -' -- ----------------------- FLASHING 12 FRONT ELEVATION - B1 12 LEFT ELEVATION - B1 SCALE: 1 /4"= V-0" �aa iGT. "leo N CO r` FLR. M� O.M. _. r =LR. Rol General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for properjoint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. KtV. U9.24.21 N N N � o a�-wy a N X>< C LL al- N � N y y � 1 E o� � U _ a 3 E o a w (J s �1 cr �u 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. 11111 W v E H o roi 0 e 00 N N arr0 IN r IN 0 Q C J SZ _J LL LL 4& � LL w o- a Z L to O0 _ W ryNc_o 0 o �. N LL W 00 Zo 0 Cl) m w Q J N OU Z 3 co W ❑❑ V M � Q) 7 N h Z N mo O Q N (D o LL Tom• Cn t'Cj w o .� V w 8 V I (_.•i N U _w m m $ I� = w U o � o Q N • o 'l> w Ly M Cl)p J Z z Q L L r w o > N a R a E �� wo `<_ =® CK3�I O r �g U a Do 0, Z N o w p a z w L ¢ pW m 0 r m Q W �z r� ¢m o Z QO Q a tiw W w W� _3C J 0 as p0 0 (D v zla � ° 3 1 CD L / Q 0 ^LO^11 i Q co T N � Y_ W Ln -0 No O LI N O 00 Q In M r Q o Z Z � N E y c c f0 d E o v m U _J Q p 1 0 _J JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. 3.1 rn v m Ib 0 r� LO LO 0 chi �o N J coo 0 t m rn 0 M Ln v 0 N i LO In cn c 3 0 a 0 N a� E 0 x L v i= J N E 0 c Ci i .o i a 0 U J N M ZZ LO Ln 0 0 a c� 0 M 0 Q m -Irb 00 A 00 00 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — T.O.P. HDR HGT. JIM -ICO E N 2nd FIN. FLR. v T.O.M. HDRHGT . --__-- FIN. FLR. T.O.P. iDR HGT. N 5'-0" RIDGE VENT 12 5F:�77 11'-0" RIDGE VENT 5068 SGD 12 7�5 REAR ELEVATION 12 5 SCALE: 1 /4"=V-0" CJ CJ 25 SH CJ 2nd FIN. FLR. T.O.M. ____ 12 -------- --------------------- --------------- --- -------------------- --- ---------------------- ---- CJ / WEEP �5 HDR HGT.________ "_0 ca TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 25 SH FIN. FLR. RIGHT ELEVATION — B1 : 1 /4"=1 ' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N N co•' U3 c 0 O ¢r- cc �-, >= ccU N —.cmx y cc O y .1, y O f4 Q ✓ N � d d � � A 7 � A �- y c E ea 0 O- t 0 vvtv sE i fT L 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. to E a 0' 04 0 u- D- - v d 0)� Z t m 0 W �2°'°' X Z co 0 L N Z Q N u' O U °d Ov Z c> y " W El U' z N z z � � J — 2 E3 ^Mp 1J / z D r LL (D4— t'a w .J 0 .� W $ ' = Y r wC) £po �" jj Uo' N c y Q • o ZM Z y Z u 21 E Wo zR <� �e a lU Mo Da UO Zm�Z N� 0wa a� oa¢�wE�FZ ~C o Q)Z F� Ez N o z 50 W F V 6 0 N ~ � aF '0 la y0 a v 3 (D > (� ^ ' L / LO m Q 0 C) T T Y T U 0 ^ ' ` V 00 LO _m ¢1 0 N O LO 00 N LO O CM Q T— LO E 0}. Z Z � N E 1 co c c a. o • • `; 0 Q p °i JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. 3.2 I J --1. I _ I 3 m 0 LO `v C) J N CD 0 I m L0 0 L0 In L N S r J co I L0 cG) L O 3 N E v E 0 J LZ N `o V 0 vl OR i d 0 •V N LZ CV O N N MLn 0 Q �m v 2" 1" N 2" iv 00 - `0 VARIES "NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" �.2"�- BUILT W/ STUCCO. EDGE OF OPENING V-10" ^ "I o 1 _ IN co 321 11" 32" 1" 1" 11.811 12" 1" CAP 1" RADIUS--"'Cl) 3 1/2" RADIUS 1/2" RADIUS V-5 " 3/4" RADIUS 4 a 1/2" RADIUS 1" 4" VARIES VARIES L 22 11, VARIES 12 VARIES 1 1/2" RADIUS - 2 1/2" RADIUS BASE M = SIN r LID CAP 1" 1" 1'4" 1'-4" 111 11_p1, 111 <o iv BASE 12" � 4" 11 all (0 Ta Ta 11, 111 �11 a 4' 42, r N N N 3" 311 I 2" cyla - � VARIES 12" ,11 ,11 2 2 • � 1'-0' 1 I iV (? 2a 1 1 • 3„ `NOTE: VARIES FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY a SPECS. IF NOT, 1" OPENING VARIES 2" DETAIL TO BE BUILT W/ STUCCO. EDGE OF OPENING ' 8" 2" �N L 1'-6" 1" 1" 1'41 Q N U) w Q 1-1/2" THICK w Q 1-1/2" THICK 21" IN M 311 4 2 I I - N 101' 10" 6 - N 6" 2„ 211 iti �r r rM 211 4"311 241 In , ' 2 41$1 N I 00 I co i Co Rs„ 12 I w 1-1/2" THICK 211'-451"1 314 2 ,,4 Q I � 7 I O �2 • 321' M 52" 5" 'III I Q^ 11 111 z 44 VARIES VARIE Sa VARIES F11 OPTIONAL ' 4" GARAGE DR. OPENING 4" VARIES 00KEYSTONE KEYSTONE F11 OPTIONAL 3 4 4" WINDOW OPENING 4" " NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3"ri 2 CV N 4 VARIES 2" 00 CV 1" 111 1" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH •FOAM/ EPS MATERIAL IS ACCEPTED 3 8" 4" 31_011 4" 10" 1'-4" 10" 0 o0 0 I ih Ch �1 R70, "v I 14' 1'-6a" 1a' 12' _ '- � o N CV I 2'-1'1 51-111 4 1 7 2 � �.. 1'-4" Co N N 111 111 1 i11 2 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH C, rya C-� C�-.q� _ V L 0. C O U cc C" C cc L= N o m Lj C y to ra y -0 N L y C7 ca � N d- � � C dca °; d c a N T T LL' X2 Q C A O 0. v CV CV O_ 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 Engineers signature and seal. W 8 E 000 0 « � � N n °� N ri'U2 'Z� LL u 130 LL oJ_ � Y-t :3 M O z-0 co M z-MLLOUZN U W ❑❑ Z � N Z Q $ UIn J - N z CD O W 1 T C/3 p a CJ O w $ N N U w m J i.. U o Q 00 0 o seo o M w M H¢ o Z a Z. 19 <o ® Q o_ CD c o LL = E V Ci _CL <= ag 00 �o Z o d <o 0 Q ww t<o llg r Y m0 o� Z H Za J ° Q W S` Z S F Z o g W I oa W 0 a �w yz =� O ¢ Vc0 w zZ a 3 0 Y m Q cc 0 ^LO W+ � M T N Y 6 Y r ° N MT— m U") T— ¢I .�.d 0 CN N O 00 cV O co 00Q T— E 0 o z z E qlq. In cc a U -j Q p -t JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. F 1 Cm m 00 M L0 O J 0 1 m 0 L0 0 V) 0 CV �NN CV L0 Lin tp 3 N N d N 0 to q c c J to I.L U U i U 0 11 0 v U CL iv 0 0 a N to CD 0 Q (n ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 94 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT } FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kEq PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _!a ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT I I _I I 1 1 1 1 1 1 1 1 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP 14 to lights & outlets 12 to appliances and GFI 10to WH B to Range 5 to HVAC w 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND DI_is SERVICE BY POWER CO.---_ INTERSYSTEM BONDING o TERMINATION PER 7I 4 Bare Cu Ground NEC 17. 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. PATIO WP GFI DISC. AC PAD e =- 96a ROUGH -IN FOR _ I ---- _ ( OPT. CLG. FAN/ / LIGHT PRE -WIRE ` BATH 3 BEDROOM 6 - - DEDICATED RECEPTACLE FOR MICROWAVE RANGE C C.M HOOD PER SPECS - OS.D. db 7 F1. t----- GJIFI I - . 4 --11-11 - FI -- GFI ' RANGE _. / �KITi ` _ w / _ - _� U.C. SWITCH- F CAFE FOR DISPbSA i PENDANT AS -- 4- �- PER SPECS I SINK W/ DISP i F — . 1 D.W. '_----/ Fii I GFI I- -- ---- --- 7GFI, -I V lic GFI ` -- 15' VERIFY METER LOCATION WITH BUILDER WP VERIFY LOCATION ELECTRICAL PANEL IRRIGATION GFI @ 44" A.F.F. H.B. F------------ I I I GFI @ 44" A.F.F. I I 2 CAR GARAGE I GFI FOR GAR. DOOR PREWIRE I I I I I I I I I I OL------------ W.H. GFI @ 44" H. A.F.F. 4 3 U 3_ j� FOYER � I G N Y Aa. 12 -- -- S-6R. FAMILY RM ROUGH -IN FOR / K4- FLE OPT. CLG. FAN/LIGHT PRE-WIRE 6/ ROUGH-IN FOR \1 OPT. CLG. FAN/ LIGHT PRE -WIRE TO LIGHTS AND SWITCH l�h>� ABOVE /'I n �R III' / I / I I II• I I PLUMBING RISER\."';�1N, SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FIRST FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" N N 0 N f,.iuy7i - - C= 0 C� W os 0 a'z o -' nrox c L.6.a H as Q N � 3 == m is to m M N C t� .� q C . c E av CE, CV CV 0 GV M ►ten 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as a M 8 N 01 Q 7�co to 1 L0 N ti M v LL LL J u- tiJ d Z C d Y r�z^ .. 7v N N (O W 0) ' m Z to (h IL ¢ J a Z N OU 0 W ❑ ❑ ( M n z N ir' z z � � Q $ J — a N - V, z CD o � LL 4 Cn fC5 LL, OW 8 Ly NN C> II^ _ rn V v e; W J F - E 4 $ 1 z = r Q O N O CID w Cl)a ¢ Z a � _ 0 E �a >R Z z® u 1. fB M_ x o O °o� Z O <a az QQ az L �J c xa� z � ZCn Nm z r�i' oa z go CX Wa � w W (j aM I= � o� JZ r3 �0 00 ¢¢ ¢o a I� cD NO fi LOLO Q 0 1v O co r N j CT j ^ 'LO m m ¢I 0 N o ONLO O� M Q m C 0 6 Z Z H E y `m a E U Q p JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. 4.0 ELECTRICAL SPECIFICATION 150A/2 LC NENTTERER PANEL CENTER DOOR NOTES: #14 to lights 8 outlets NEMA 1 It #12 to appliances and GFI ELECTRICAL CONTRACTOR 150 AMP/ 200 AMP 0 #10 to WH MUST VERIFY WITH THE 00 #8 to Range SPECIFICATIONS FOR THE TYPE 10 #6 to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MAIN T 0 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND IDisconnectl SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET 11-11. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET FVwF HALF -SWITCHED DUPLEX OUTLET Ftzbv SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Qr EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT I� ELECTRIC METER awl ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR l✓ J OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT SECOND FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=l'-0" r-i ii�" Cv 0 o y �- o a..0- u Cl) o.- cp cV t 10 is o l a� a> t G ' 3 ro L 3a+ m W 67 U <a s. G E co a C% u a C14 C14 O N M LC� 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn a cos C14 C� CD C -w coo0) N N # 'Z J ti M v W LL W Z ca JLLU a — a a le m c o N O W W o ��rnm M Lu LL Z J LO MZ d k ZN OU W 00 ❑ ❑ z N M o g z 00 z Q J Cl y� N M � /� V ! '2'n! to O (1)(0 V LU � V 0 W g �N = ) in ® U w g _ I U 0 c �' 0 Q 0 ° _ Q so � Z M O Z a U- to Ei wo Wo Z a� Z® Q E 0 Z (t) I— � ¢< 00 o=� �¢ aZ N � wo ao ¢w p N - a Y U ym mo O Z Z < ° aw Z Z u) a o� W Z a mw W �I U 0 �o oz T,= =� �O o CID V w z¢ aso J� O y 0 (0 Ii L rn cm cc Q (0 F-- G � r N j I Cr U m m L , ¢I 4-+ 0 N 0) o G 00 N T O L Y O 00 i� LO Z m Z � E d- N y m c a E ci0 a o JOB NO : 22-06462 SCALE : AS NOTED SHEET NO. 4.1 -1 11 _ _11 - 1 1 I. 1 I - - Jr. F m 00 2 LO Lr) v v N J cep 0 x m 00 W 0 M LO I° Cr U) 0 Z. O I LO L v N 19 c C.) QN N N v r•- O S v c c J co N t1 O U V .o a 0 O J L� N N 0 O d N cV O M 0 a 0 N ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 11300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SO. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0 0 Floor 30 29 4 14 1 7 0.0 0.0 0.0 (Zone 1) Upper 16 2 Floor 1820 1747 250 874 62 437 516.0 240.0 276.0 (Zone 2) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. V-0" -1 SPACE . FT. ROOF PLAN - ELEV-B1 SCALE: %4'=V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT_ **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) N O �.v � a . > w G:s N V N rp p N N r N d C iL s1 r N :sC ti y u sa _ C r a � 'ate c E � o d- u 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F E o �8 (A C N N y o opN 7 Ln t0 r r—'RNb J Q y f`•) V � LL C LL J W Co LL LL Z a o a .c m � w o Z IL LO NZ ¢ J ZN O U 0 W ❑❑ z N Cl) 0 z C0 z o Q M f ^ O ' l W U 0 w $ N c Y �N r'n U c w m L zl✓ ' U � C _ e Q ry cD w Cl) z 0 S o z J LL. E zo >� Q O E U �0 z® o°a az 0 UQ 0 0U z E O C a� Qi O� wz aw ai �� o 0 m N C L H O a� > I z z J a ° F z W (:3 N a T i oo� KZ z g� a 4n w Sr Cx O O c0 0� F o- � z¢T3 O C O 2 rn >(p L O ' r 0 O r N Y o N 0o m ¢� 0 CD C:) LO N 00 T �/� 1.,1 O M � t-- LID �j E O O Z f0 z = E to C a EC V Q o JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. 5.0 FA I ! I I I. ! I I I L i —L— I I I _ I•g�' 11' , _� t x m 0 M L0 V) O 0 J O I rr m 00 0 LO 0 <n Z. 0 I LO 0 cn J7 c 3 C Q N E E c aci i ai LZ N E U i a� i CL •U J N LZ N S 0 a c� 0 LO 45 0 Q m c d TYP @ 2 STORY (SEE JJ/S6 FOR J STEM OPT.) S6 VERIFY METER LOCATION WITH BUILDER TH.B. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ---o — — — ----- — 17 -r — — 7---VERi %A+ieW------- ELECT ICAL PANEL I or I i (2) #5 REBAR VERTICALS w/ in 01-01, I ( I FILLED CELL °° :: 2 52 I ■ _ T'! I ( GG I CC W/O S3 UPLIFT J S3 o S3 PLUMBING I I PLUMBING I TYP @ 2 STORY STACK —:7** .....: I STACK U.N.O. (SEE JJ/S3 I I• • I I I I nn SLOPE , FOR STEM OPT.) i T-2" N4-T—T— CJ ( I N — — — — —— — 16'-7" I CO Cl) 4'-0" 26-6" 21'-6" ■ 20,-44" — I 6'-14" 3-1/2" MIN 3000 PSI CONC. SLAB FOR RANGE I I _ _ 1/8":1'-0" I HERNANDO COUNTY ONLY 2'-6" x 2'-6" x V-0" SLOPE c 3-1/2" MIN 2500 PSI CONC SLAB OVER W/ (3) #5's E.W. I 6 MIL VISQUEEN VAPOR BARRIER I I_ I a (2) #5 REBAR Q CD CN in L M S3 13'-11" 2'-6" S-04" O 2' 1„ 4'-8"1. ( 2' 6" M2 VERTICALS w/ in I FILLED CELL S3 I 4 L_ — — I K STUB UP TO S3 2ND FLOOR o 9 PROVIDE 1 Y2" RECESS FOR SGD. REFER TO SINK W/ DISP — — — I I I rl D.W. O� ■ ■ MASON'S SLOPE FOR I WIDTH I I j CHASE TO ISLAND W.H. FOR A/C STEPS AS — , REQUIRED b` - I 4 _ _ _ _ — _ _ _ I N — — — — — — PER FIELD _ — — L — — — — — _ — — !.y' .. 1 c> CONDITIONS I _ J� 0._01 — ` _ _. ::: y�'.'.�'..'.�'..'.� �'.'. ■ Lt-01 ■ ■ ( 19'-54" T-04,. // 15'-6" — - 5 �, „ INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I KITCHEN ^I'° / �' /' �' / ' I� PROVIDE Y2"x9Y2" RECESS FOR FRT. DOOR j -4"� 1/8":1'-0" I o ih W/ (1) #5 REBAR VERT ABOVE SLAB ISLAND LOW (9 °O �'/' ' Cl) SLOPE in 00 TOP OF CONC./ PAVER TO BE 4" I WALLS /' /'/ L L, TYP @ ALL PLACES SHOWN / / ��' /� �' L-- BELOW FIN. FLR. S3 HOOKED FTG. DOWELS 5" EMBED W/ ABOVE "GRADE 40— /' / /� �' r— — — ■ 25" EXT. SLAB STEEL" I 20' 44" / /' /'/ 3'-7Z' r3'-7Z' I ■ 14'-44" TYP @ 2 STORY / ' I I N 4'-8" c? ��— �� — G I - I — S3 I 2'-6" x 2'-6" x 1'-0" ■ • / / / i I r W/ (3) #5's E.W. / I 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. I I GG S3 GG I S3 I 2 CV `n o ' HVAC CHASE °' I 10'-0" -■ gg STORY / ON CATDION LOCATION I I Zo I I I I co AC PAD AC PAD — ----- — — — — --- — —L — — — I� — — — — — --- — r` H r' ................ I .......... ...... , •■ r' ■ ■ ■ ■ ■ ■I ■ ■ ■ ■ H,B., T-O" 6'-4" to TYP @ 2 STOR J S6 04 FOUNDATION PLAN - ELEV-B1 SCALE: %4"=V-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 Llt L, Cl- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" •,� ij �; #5 CONTINUOUS . •'' "�- REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. ' HORIZ. REBAR, TYP. ,; U.N.O. • �_ "Alternate: The reinf. bars shall be cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N N N CD � UJ O a cm r cJ CO- c C O Q.) N N 9 N t to y C � 67 tN fl C fCl p 1 `V:,` r V a,•tlifit � 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. co .. j, W N r C O N # LL aj M 7 J Q C U_ J W � J U_i� a a Z morn v _ y o O W � 'Fa O W CS2,Q' m - N ZLL N J < OU Q Z W ElE z z N z g :* Q J — d � — N N z � � a � LL a--+ W U 0 w s V) c v w _M 8 c �Q Q N � o J w M z U_ i Eg E OU Z 0 wLL ) N _® oa Z N C O N �0 XU U 26 z <p UO pU a z <o sw � _ Cn �01 U m� F p Z Z J N m ¢'• Q W (n z Z Z ao �� �w WQ� � o JW WF �o CDa zla � �U 3 C O 0 y LO LO tT E Q 0 aO co N T Y �' T Y04 M W m Ln ¢I N O N '— LO O Q MLO M r E c O o Z cc Z iii E d' m a o a «? U 0 'a p c JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. 6.0 1L I I � 3 x m Cn 0 r13 LO 0 Cr J cND 0 I m Ln 0 O to v C V) �Q N J 0 v C/P) LO C_ ..L 3 H Q N i E 4) v N v c -> U 0 a a 0 O LZ N N a O a. N N O M LO ii Q m 191 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft STRUCTURAL 2x STUDS SEE PLAN WIND SPEED (ULTIMATE) 140.0 MPH FOR INFO SHEATHING (SEE TB13 � WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C FOR NAILING INFO.) PLYWOOD � EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. 2x6 CONT. W/ (2)-12d WINDAREA (+) VALUE DENOTES PRESSURE NAILS @ EA. TRUSS (SQ FEET) O VALUE DENOTES SUCTION [4:12]-[12:12] 2x CONT. W/ (2)-12d CANTILEVER AREA ROOF 1 2e 2n 2r 3 3e 3r a=4ft NAILS @ EA. TRUS - FLOOR TRUSS 10 HIP 1 -35.94 1 -49.57 -49.57 -49.57 1 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 -60.99 78.58 - I -----------T - I — - I t��! 2x4 CONT. RIBBON Wl T ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r / (4) ` ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD i \ i { 16d NAILS @ EA. TRUSS �`.'� ;�� ZONE 2e 2n 2r: ASTM F1667 RSRS-01 8d NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD j I ( ) ° �` 2X BLOCKING W/(2) -12d ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I NAILS @ EA. END - - - SEE PLAN ROOF SHEATHING: I I ? 1 - I � I TRUSS BRG. SHINGLE: %6" EXP. 1 (24/t6) or'S/2' EXP. 1 (3�6) I I a ONNECTOR AT TILE: t%2" EXP. 1 (3�6) ` r EACH TRUSS, NOTE: I I E 8d NAILS @ 24" O.C. SEE PLAN 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 03r 3r, I TO BLOCKING LINTEL 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32", SHEATHING SHALL BE FASTENED " SEE PLAN WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. STRUCTURAL 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 SHEATHING W/ BLOCKING PER NAILING SCHEDULE. rFO CANT. FLOOR TRUSS C O N N . SCALE: 3/4" = 1'-0" 2 D2 2x BLOCKING FTAGE If If 11 1 I 11 11 11I I I 11I UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE USP MANUFACTURING, INC. t CTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF 12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" TA12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" A16 1810 9 - 10d x 1 112" HTA16 1870 1585 10 - 10d x 1 1/2" C I H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 518"ANCH. !(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" SCREWS &S WOO 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 I N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 ___ (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 31/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME CJ31 CJ11 "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO, PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS MAIN FRAMING PLAN - ELEV-B1 SCALE: %4'=1'-Orr 0 d o o -) � x L - a N to N E � 3'3 ca L > G o T d v3In G G f0 p � U ' 'V ti . C :c7s, �/- Y 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. t» aN E 8 V co ru ui co EN a NO :ft W C W J W CoLL LL d Z Lu —ern o. r MC o W 5'c0N _� 0205 r- m w ILa" Z N Z Q J ZN 0 U U W ❑ ❑ U z N M z 8 z � � Q J N N 4 W o >_ V O w o F— In U c w m m I U o c Q • N o w z M o Q � E E _� gp sLL ¢ Q Z® z o a t_ r L U R V 7 O Oo a z o � a0 az Wz i / .4 V = z Z Z J m a� F T Z <Z N p � 0 ga O N� W ¢ `_& a zi _ IN z o cfl w� °za >° a o� O I..L. LOrn LO ( �1 Q c� 0 � N � Y Y r o CV m LO �+ ¢I a...� 0 04 O) 04 C:)O0O N r ,� L O ! Q � T (D O o Z M Z E N C m n. E U J m Q C) I C J JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. 7.0 V, v m 00 rR rn u7 �o N 0 J 0 N o_ m 00 0 L0 v rn J� to 0 cG O I LL0 0 V 0 c 0 3 Q 0 v M_ E Fv N E 0 0 J 0 U O i 2 i I]i 0 •U J N Lz: N C. a O d 0 \ S a (2) X M Ln y✓) U U U CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 TYP. G (2) X ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16" EXP. 1 CY16) or 1V32' EXP. 1 (33/16) TILE: 15/32" EXP. 1 (32//16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1�,3211, SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 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. J a � W a :::: .:: ..... n ¢ :::. : ::: ..... (0 a :.. ::: ..... U) a .. -K- : ..... a ::: ..... cl) a ..: :.. ..... ¢ ::: ..:. ..... d' a ..... LA ;; ¢ ..... c0 ¢ r- Q a0 ;; a W W W m m B3 W� J1G AN 11 Q W I > > I W ' =IF CJ5 CJ3 CJ1 ..... ..... ..... ... CY) ti✓, U U U (2) v ............ I : .... ..... ..... ..... I ............. I. I I . ..... ..... ..... L U U U L (2) LINWA �N y✓y 9 SIM @ WOOD S5 WALL UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 1 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C I H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H 10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1 /2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1A" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U JMGT 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 `N/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1 1010 605 1 12-10d SPT24 1090 1 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L 1360 FLOOR = L / 480 W/ 318" 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 (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. x CONTLEDGER� LL Uj Of C V4 tv, ) il 0.CD SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: Y4 r=1'-0" c V O y= n °- N_ CJ O N � n .� o �Q ec c E ca a d U a- ?gip 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. tlf W � E V y � CI N ' N� � r# LL C J � LL Wa 11Q V J LL 3 00 m u0 0 M L0 0 N (D O I m C0 00 u7 u7 d✓ I L0 CT C O Q i E N E O J N a� i U U i y U N O a 0 ov oU J LZ LO L S 0 a c� 0 M 0 a m 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 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FORM & GROUT SOLID X.7 _ CV Q Q e- J T V O J5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE =N.T.S. OEM a 1 0 N M- ro E N on i ii :�: F F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 61-16- B/ 1 T U ¢ ui tNOMINAL, QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #S . IN. (1)BAR AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL - ° ° ° Q ° #5 REBAR AT TOP = a ° .M.U. w ° MIN. (1) REC'D 1-1/2" CLEAR ° a ° ° r2 z ° ° < GROUT tD _ 0 ° u, ¢ U) C.M.U. 5 REBAR AT = BOTTOM OF a F Lu o LINTEL CAVITY coo O w "*-BOTTOM o¢UOZ REINFORCING PROVIDED IN C ¢ O ^ cc Z "- O w n _I 7-5/8"ACTUAL LINTEL ¢ _' Cd '} cNo m #5 REBAR AT BOTTC 8" NOMINAL WIDTH (VARIES) w O In � ¢ a AS INDICATED MATERIALS ciT precast intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. 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. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SPF STUDS @ 16" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Yz" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers 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 RUCTURAL SHEATHING TACHED PER NAILING :HEDULE EE PLAN (WALL KNOCKOUT COURSE (1) #5 CONT. E PLAN FOR FILLED CELL ACING 1 WALL SPLICE DETAIL SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION OE 4'-6" LL MIN. 17'-4" LL B T-8" LL LINTEL PLAN - ELEV-131 SCALE: %4"=1'-0" c©s O W � o k-' cc V-1 25 cc e = ru o car s '0m N o m G N � w, Ca ' c Y Q O u � c ra c E �o G 4 i� O } s�`t•-J w\� •a � • �f 1t. To the best of the Engineer's knowledge, information and belief, the structural plans and specif cations 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. to Q f £ �i C rn � C N N N fIi sk 1,1 Q v C J - w JLLu_ a 0 O O W�rnrn LL Z co Ci in M Z ¢ J a N OU °d U _. -. W Q cn ❑ ❑ V M � z N M z � z Q d � r N z CD o U O w $ v,N'^ ' � U a W J -_ Q N � • O M W z 0 o Z Q -J LAL Ei E Z. o° M _® 0 N M � 5R � oa U O o u ZI- O Nru di �` <Z o� az ¢w i� mE • ra c Z U N O o zZ Z J < a Q W �Z to N oa zp aZ U <o a= 00 < a O CD "Cr0 a 03 c CD0 W L / LO Of cc Q O co J T T � m CO L0 4-1 M N O LI 00 N Lid O MLO Q r E Q z z E Nt N `m c d E U � Q p -J )OB NO: 22-06462 SCALE : AS NOTED SHEET NO. 8.0 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. WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS E E 0 THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2,4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL+ WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-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 AC1318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y2" y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" 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 Pm = 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 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel' 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems includin all risers and p pp „ spray heads shall not be installed wi hin 1-0 of the building side wall. P y g 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 backt►lll 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 tram, 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 rainf II occurs before vapor retarder placement, retreatment Is require 9. FBC R R318.1.5 C ncrete over and mortar along the foundation perimeter must be removed beore exterior op 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 byy a licensed pest control company before a certificate of occupancy will be issued. Tf a 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 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. cli � W o o C ra0 U �N Q co >4 0 N � N d�4= o tj a �a L cc CP c E o n �W 0 . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Q o M8 V R Q N CO M ins"L_ M My U% S2 2 J co ,� u 5 u w a. Z - o L a 52 W a3 .L ' `6N r-- 0 O 82°'°' m w Z LLW CO LO N Z co Q J ZN OU L) W El 11 QD M n z N m o g z 11 N z � � U) Q G V) U (1) cC3 w � U 0 c N I ^ v ' U) U JJ ® 2 s 8 _ = 5tCQ U s r- o c�i < w z o E zo �= o� � >� Q Eo z® 'T 6 - XO U 000 O 0 4 Z O N a 0 C 0 i Z ¢w C �o Z y U m� 10 ° z '�` N "m <� aw �z m Cn m CL o W 3= a N W 0 o� <a T �0 c0 0zla a F 0 3 0 > 0 LO m Qn0, i 0 � co r N r c N (V N C:) UI 00 N L0 O M Q LO cccc E �V01. y 1p c d U Q p c JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. SN I I I 1-IR1111" I. I I 3 m LO 0 M tn v cn 0 �p CN J 4 C) 0 I 2 m 0 M L0 C Cr 0 I N LO LO ;v O Cn 0 0 3 CI Q 0 i a E 0 C c c 0 U c c0i i i a c 0 U EZ LO L 0 0 a N N L LO S Ci V) N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH --, /_ WALL SHEATHING I�I %4 .. [ 1—'w �.I�...' 16GAx1-1\2" LONG (3/4"-1" CROWN) v } STAPLES @ 6" O.C. VERT BETWEEN hIAX 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** 10'-0" TANK -LESS W/H CORNER OF HOME —/ C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR O o LO GAS METER C) o O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'4" (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. 8'4" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x — lumber FILL CELLS � STD. 900 HOOK r— BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. GIRDER TRUSS STD. 90° CONT. #5 BA77- R HOOK iBAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/8" 0 THRU BOLT 2 X B.U.0 BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/ (22)10d a 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATEBEARSIMPSON META12 / META12 TSS SEE PILA FOR EQ'D NG COLUMN rTYPICAL SIMPSON MGT TO � PLYWOOD FLOOR INSTALLATION MID SPAN COLUMN AND SHEATHING PER PLAN BUILT-UP COLUMN DETAIL CONNECTION !, !� TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKING/TJIUPLIFT �� !, \�/�-�_ .:S:S;SS• ISBAS DONE MASONRY WALL OR INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR STUDS LOCATION OF above to bearing below. SECOND H10A SECTION @ INT. BRG. WALL = (WHEN DOUBLE JOIST CONSTRUCTION ,� �� Z. SIMPSON H10A � .� REQUIRED) (Not required if both loaded equally from above) N.T.S. w/ (18) 10d x 1 1/2" NAILS Filler blocking 1/8" min. 2" min. UPLIFT = 1015# }Small gap + i 2" max. 4" max. 1/8" gap - webStlffenerngSchedcation le TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A - — Fastener - -- ,, Joist Bearing Location._ -,� - \_ Series_ Depth End�Intermedlafe ® 9.1/2" _ 2-8d _2-8d -_ INSTALLATION INSTALLATION BCI5000s 117/8" 2-8d 3-8d - 14' Clinch nails - 9 1/2" 2-8d_ _2 8d when ,r\ � BCI 6000s@ 11 ]%8 � � — _ — " 2-8d 3-8d possible\ BCI 6500s®I 148d 5-8d 4" MIN. EMBEDMENT \ . 16" 2-8d 6-8d _: c SEE SCHEDULE FOR Support 9 9 p g -- _ 1 Su rt back of web Burin Wallin to prevent damage to � 11 7/8" 2-8d i 3-8d J o SIZE AND QUANTITY wlocksngebetweenloi - BCI60s6 [4"_T2-8d 5-8d o OF FASTENERS 2) Block solid between joists for full length of span. Tight fit �' 16' 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PI ood/OSB web stiffener \ 2" min. ® 1 11 7/8"_ 3-16d_ 3-16d 4" Max. 16d _ c 4) Place joists together and nail from each side with 2 rows of 10d nails N" BCI 90s F-14" 5-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 16" 6 16d 6-16d OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w! loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack Non stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES -- ) DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. �i Load bearing walls Provide adequate bearing for each lapped joist. Odnails 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 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CD CD Err A 1Y2" ROUND HOLE MAY 6" 1 6" NOTCUT HOLES BE CUT ANYWHERE IN CANTILEVERJRO ARGER THANTHE WEB. PROVIDE AT OUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" L 010M 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 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. TYPICAL SIMPSON META12/ META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL A —lo, . _ 1 �'�����Illall�dII8118 Backer block (12" wide min.) �I I II C Nail with 10-1 Old nails. —� ;\ Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR •. • ... Joist hanger a. / \ FOUNDATION INFO d STEM FOUNDATION \ lr Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap /. Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height — requirements 7� 0.6 X Joist �" depth L I -JOISTS BUCKETS N.T.S. GRADE ° I— r--REINF. SEE PLAN (2) #5 REBAR Z��—CCHASE �PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION r ° d I I d -ll llllE— a PLUMBING LINE i— PVC OR SCH40 SLEEVE a d d All �T SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' -0" CENTERED @ PIPE PENETRATION IrPVC OR SCH40 SLEEVE PLUMBING — L LIN E CD 2� C •.° • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d N4 ° 41 d d d ° ° �I�I I rJ I— �-ill /r— SEE FND. PLN. SIZE & REINF. � a ® W O O O N O (5 C:) m cc N L 4 N � 3! N N F G Y N .40 _ _ 7 R- S_^. ' o w To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v EE 00 N IQ V° 0 co 47 N W �U,W� m a Zm MVO # LL d) J JLLLL LL a c g Z s MLL W ' m W Z Co 00 � N Z Q r co N OU N Z W ❑ ❑ Z N M z Q Q Q -' - 13 U) N N M z Cz v1 LL Tl J O w g Cn Ly N U 4i l = L U z U O m 0 o M �w Ch w Z p L Z < E .o go )i aLL z Z® oa Z o xo U a¢ a= VO aZ wZ N ' ` U.) m o z LL Z ry Q) J U En a a� S ZZ g° CL a w a m w W U QE 0 oz F M,a° MillC)O IT wa zi< � ° 1 I LOrn L0 Q � Fes— O co � Y m i'n LLO I N O Lf� 00 LO C:)N Q M L r � E O o z f0 z E d- M y m m a E c°o _3 -v :? a o c _J JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. SIN 1 a m 00 0 r� L8 Cu a a to 0 I m to M L0 v C Cr .�S LO J 1 in 20 0 3 0 O a E 1,2 0 0 EZ J N N E2 �O C v a a v J a9 LZ LO 0 5 a N 0 a m ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) P') VARIES INSU 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 & . HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO d BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I I I D ° • II I I 1' ACCORDANCE w/ TABLEI— I r Ir R905.2.6.1, FLORIDA BUILDING -1 1�111=11 CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SI 5/8" OR 1/2" HIGH - ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2 SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTA L NAILER 8" C.M.U. TYPICAL DEx STD. 90-HOOK (SEE TAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c,.) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER C/) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE _ r ° 00 C000 6 MIL VAPOR BARRIER ; C �r 4 I - C COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR 1 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE 4" 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" Q3,) OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s „ „ „ .) (OR / GYP. TYPE X @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (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/ 2x BLOCKING HORIZONTALLY(a� INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w! (10) 10d NAILS 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 112"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" / WWF OR FIBERMESH ELEV. -0'-31/2" z 31/2"MIN. 31/2"MIN. J __ A.F.F. . r �1/2-(min+1 b oCV t/2 . 4" (31m •° r W.- 00 ° 3 1/2"(min.) - 4" - -rrv- -r I 4" - �[ _ I • (2) #5 CONT. 1 �„ 8, (2) #5 CONT. 4 TTT 8„ U.N.O. MIN. U.N.O. TYPICAL BEARING WALL (@ STEP 10-D SHEARWALL rC� TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE: 3/4"=V-0" -Orlp ICJ Qcs M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. t@ 2x STUDS @ 16" 0/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "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 BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6)1/4 x31/4 TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING W/ (10)10d NAILS - "' FIBERMESH 1 WEEP SCREED INSTALLED BAR —� TYP. 2x P.T. PLATE ASSUMED FINISHED � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE ;, D D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T FINISH GRADE 00 2 [GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL ? M — D 25' MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN - FOR CLARITY °O 6 MIL VAPOR BARRIER R e. _ - - - R 1 7/8 -� - - - z #5 REINFORCING BAR z I D TT� #5 LAP SPLICE NOTE: • e - - *FOR BEARING WALL CN COMP. SOIL. (COMPACTED TO - D W/ UPLIFT ONLY __ 95% MODIFIED PROCTOR ASTM D1557)- - - - 4" 1'4' FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"QS 3 SLAB INFORMATION, 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 — -_ if_ - =(1) #5 �REBAR w/ OPT. -111 :111-111- I I- I I -I I [= I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14' 13" PAVERS O.H.D. RECESS q z O.H.D. RECESS _ CV ' M � � Cl) e 4 °° 7 L=L ; J• 1 00 4 • .. I�11 I I � ..: 11�1111� SEE A/S3 OR J/S6--I I I l - FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 J _I I II I I II ,LLI II IZI I= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS � SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 9D CONT. BEAD SEALANT • ' Q INTERIOR 4. -3 1/2" a. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _A m 0? h _t Nr — — N 7T I - M 6 MIL VAPOR T - - BARRIER I - I - II - -�f 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W D U J N 5 -f� pLLJ . LU (2) #5 CONT.- ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH ; E v ° A REBAR DETAILS r F WALL w/ UPLIFT G SCALE: N.T.S. 13 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR 1 1/2 RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° � & LAYOUT DESIGN TOP OF BEAM a ° .a IIrrs! rrrLl; SEE ROOF PLAN HTS20 FOR STRUCTURAL r c - - -° a' _ A : A00 (2) - BEAM SIZE & N Tj j a �r I I CONNECTION INFO M a' g 2x4 P.T. PLATE 2 7116" O.S.B. COLUMN LOCATION . T. . . . 0. II 2x4 #2 SYP P.T. FRAMING w! MIN 7/16 O.S.B. SHEATHING SEE AIS3/J/S6 T m�m� - g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° Q SCHEDULE = SEE TYP. WALL SECTION FOR ADDITIONAL j J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g LU 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. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM, PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O,C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .-. EXTEND FILL CELLS TO FOUNDATION PAD —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1 A N WWF OR FIBERMESH M w a ? 25 25 z > -j w SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w! MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER / COMMUNITY SPECS CONT. FOOTING STEEL MAT REINFORCING. �' ' M 00 ? (3 � z w o a LU o o _ " U) GRAD • v • • • • _ z a `Y' a ° a _ 0-0 FIN. FLR.Q% OGo•50, , SOG oo�,o.o.�. TAPEREDTION FOOTING v BEYOND PAD REINFORCEMENT —/ CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3_ t.0 o � W 7 v A C m v� c4 N L N -p p f0 E c 3 . 4 d C9 O f0 O � U _ �yL p To the best of the Engineers knowledge, information and belief, the structural plans and specificat ons 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. rn W �E a s N N O) �+ W O n ti co Y0 YI (n �' r• � � J LL Wa. V JLLtl. z _r- M_ y� Lu o q oJ m05 z ILW ¢ Z"Z O U U - W ❑❑ z N z 0 z r in r N z -8 0 � c� o 2 },, LL 0 w o (+ ! C N U� LIJ J �B t = t U 5; 0 0 N QU sm r_ Mo M m¢ o � z Q Eo ow aLL a� =® E J z oa Z iT nj O N C � x. U� .0az a o U° ¢ w ao d Cf) CZ0Y mF ° Zz Z J 0 f Z N Q F OZ LL� Z ° �U a �W W o11 - oa co �O 0 = LOLO m cc cc O : r N C Y •M— U U) � N^ W ¢ }J 04 O I N O O LO M Q M L E � O 0 Z z rri E It a U ¢ p JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 .T— co 00 O rn LO v N 0 R I N i m 00 W) to 0 J N 0 N LO LO Cr _ 0 C_ 'i 3 r a N v o. E N E v c a ii ti r 0 U i o_ O v 0 J W N N ZZ LO 19 19 16 N LO L 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 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S!� 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID F-�STOUD INT W/ (3) Od NAEVERY OTHER ILS.� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D QS4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d a ° d d �d d A 811 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. 0 NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. ZQ VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J cc Uj ♦� T Uj O 141 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR .., TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING ElE DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOFR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHEd FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �Off, M 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET LJVVI\ 11\(lV1\ W/MOUNTING ANGLE 1NOTE:REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • 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. OD SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 GE SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 P) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 CRICKET AS LB'LOCKINGW! 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD z v a ? 2x TOP PLATE r- U' 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 71 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR 7� STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50 o OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ W O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF s�8„ SPLICE STAGGERED \\ • MAN. 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —� TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 •r NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS S �PSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) rS (9335# SPF) IN. 8" PDXIED A.T.R. i & NUT 'OXIED A.T.R. 2&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING I i 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. / STAGGERED A STAGGERED 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING A N BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c 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--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. N LO C o � W a� d CZ `cmx o "- a. 0 f4 G CN t d C7 4 N E c „\@cn- �a� m CO N n • r r2V 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. Q E 0 o w 20° 0 rn� Z 13 a aj CN 0 � tt 9 U l W J LLL - o a m c LL. � 4 � o W N 0 (b cO Oi Z IL m J 20 z° a ZN O U < 0 W ❑ ❑ � R Z � M o � z�N v J N M N � o zcc � +� C6 w U g O— u, N c y `' ~ J E n = L c 'D ` • 09 Q 0 �� _ 0 s o f� Z Cl)p 7d 0( Q E v Z. w� >P, Z® Oa E Fm M M g ar 00 O� Z C O G N � i o w o ¢o az � w __ n7 .Q OY m� Oz Z CND J m <`1 Q W f Z N Q1 00 4 O O aZ W V 5aq 5o . _0 CD cfl ;o a _II ° .y O LO LO rn ^. I— O j r N 0° Ln _m ¢ I C) O0O -0N T C3/�� L O C') / r E c z z E q m E c a U Q JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. S4 s ZZ, _ _11 I I I I I t i I IIll I I 3 ao r'M LO (17 J C) 0 I m 0 c J C) I LO 0 �Y 0 C 0 3 QN N N v 8 E 0 L c J N N Ez O vl y U N 0 a. a 0 c 2 L� N 0 a CL N N M 0 a „ a� 0 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (I 1/4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL wl SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS-\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 1 Od "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN, FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX I" IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2) 1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4 ROWS OF () NAILS ATTACHED w/ 10d NAILS 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES -IJ�2x47' ON TOP OF PANEL 1Odx3' @ 4' O/C INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. _� BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2114" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N �- T X-BRACING, AND TOP 4100 SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION zo 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 11 " (2)16d NAILS -WOOD TRUSSES �° 00 � 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING ^ RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END 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 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS Ir- 1/2" CDX PLYWOOD OR 7/16" �OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR _CONNECTION 1 1 ­­­ --- �? 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 BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. a� 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS ILL- J NON - LOAD BEARING LOCATION B.OU CMOSAMEINUMBER 0 ROWS, SAME SLS. (ONE INTO EACH PACING) NG DE FACE OF , D ) -T T%/r'%I^ A 1 1. r A it rw l^ ^^f IP-mi 11 r—['% r—^M Milli 'r In !'�n1 1 1R AAI[% SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 ADDITIONAL INFORMATION. 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. TOENAIL (2)16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od X0.131@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 a e CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S'J OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)1 Od x 3" AT i EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP, WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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 1 Odx3" 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.) r-GABLE TRUSS �( UN 1. tltAKINli GABLE END BRACING DETAIL SCALE:3/4"=l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 cc CORNERJACK U a U Q w z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od 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" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� 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. LE �I NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION r+ - g Lo -c uJ � c"'m cco N L N -p G LO � L =a�ddv Z� t: W �,gtl11; 7n�e., 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. �1 8 a E ci �, _ co A C" � 0 0G �nrT 4; V% M sf M V-W 11 41 C J Z # u LL W W uj a L mo :5 ip 11 Z; 0211-°' o W . M I .. co Z 0 IIIco Z co jL . ­1 Q ZN O U00 W D ❑ CD M� z N Z � N z � I d N I^v' C1 V O � ' W N Fe O W chi Ul �Ln U a w= 1 U o °� 10 9 Q o • AS - CD CID z ii E O =o w0 z >� z ?® oa 'T '6 �O �o ao Do &Z z o E N ~ wo Q a ¢0 W yd.,.! L Y m z z Nm <W CON — N 3 a" oa 1z ao W T � c �f z Fi- N� <� =3 o O ;o aF 0 o3 NO > (� Li LO 6 m Q 0 ^�W, — O co � r N � Y Y m m LO }+ T ¢I 0 00 N T L0 M cM Q LO ai E c O Z M z = E ro C m E w U C a- Q p JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. S5 3 v x m LO 0 M LO cn .�S J 0 1 m co LO Iv 0 cn Q _�Ro N I LO LO L rn 0 .a O 3 a N Z_ E C*O s v C N EZ -0 E 0 v� H 'o i a 0 U J v 94 LO a un as A m v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE wl (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPP;;4 DIVIDE THE CONCEALED SPACE INTO APPRO AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J ~ PLYWOOD SHEATHING Cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w Uj 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 � APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD J U LAYER 1/8"THICK. 2w -vi INSULATION PER y CHART ON FLOOR PLAN rB R S6 S6 --METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH t(1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) v 4"x4"IN M SPECTIONN PORT AT Cr CL EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE N Q a FINISH GRADE M '11 II�II11111 �� II_' - 6x6 W1.4xW1.4 _11 1 1 I 1 1 f ° . A. .- a' I�I�L: WWF OR FIBERMESH ' I I 1==LI L LI II II�II II - I ' \•-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 114" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=1'-0" S6 00 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDS ... ....._ _._�. _.,� 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL `SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSSMOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: ` USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 m 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °P SEE FRAMING WEEP SCREED 4 z '- PLAN INSTALLED PER MANUF. T 2"x4" CROSS BRACE @ 48° SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK IF SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS u WEEP SCREED u. INSTALLED PER. MANUF. c C SIMPSON HETA20 w/ (8)10dx1 1/2" I " NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=l'-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN � r SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRU — B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE ° f G • f. ° fr,J-U f SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ E / GARAGSIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E F p f•. .. T .° _. I I I-1 I ITf I I —I 1 —I Ir ' (3) #5 CONT. ON 3" 8" 7TH V-8" �� 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" CJ'6 ADDITIONAL SLAB INFORMATION. e 15l32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D 0 SECTION X-X IF W NOT FULL HEIGHT SHEET C rn 2 M G FLOOR SYST (2)- 2x TOP PLATE BEYOND 1 15/32" OSB EXPOSUREI F SHEATHING w = SOLID 2x O C BLOCKING @ ALL C SHEATHING O EDGES (SEE OPENING SE N X-X ul a C x �— x E � 2x STUDS w BEYOND. SEE PLAN o W '\-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3fti" SPACING S 3l4" 41 S 1/2"S - U2„ S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vFanrni � rx_xi"� SECTION X-X S`cF•l�okk N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x '— CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y". W Z _ 0 NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL J w LL � O = O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER } ¢ O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. �1.OO(n O' � � LL � 1 @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL U) UJ w 0 O MEMBER IF GABLE END c U " NOTE: C WALL SHEATHING INSTALL. �S�6& NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE FXT OpFNti 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `* WWF OR FIBERMESH N M -III—III—III i I , a I=IA. 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1 (2 1 2 (1) LSTA30 4-4(2) (3) (2) (2) (1) LSTA30 (3) (3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/C 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. SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 IIII�' 9IZ I (3) # 5 REBAR ON 3" CHAIR -' 1 4" l 1-8" I W/3" MIN. CLEARANCE 1 ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=l'-O" ADDITIONAL INFORMATION. S6 c©-J Ca o czo fl '-o y � y C�) cc a¢ cfl N L N 4 O ; o c E � 'tea, <a W u a X-' c � co 0 •Q• 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 - Residentiat 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. IN .4 3 V C oc W N N OD 11 0 ��� N qk u. 4 =� LL u M u_U a _ W —ern o_ Z t °o 1° r- o°OW2N W IL Z OOm J _Z Q OcoZ U W ❑ ❑ CD0 z N M z_ z n � J in t/) Z a � o Tom+ +-+ fC3 W � o M U g 0 ,,, g (� c "' �� A. U W J z c r8 co Q N Ol CC") W Cl) g o } z a U_ E wo oo >p ¢� a E Z® oa z Fm ry O C L N n7 g Oo ~ p ¢o 00 O d z i ¢ p ¢w d p C m g o 1z z J a zz N a o�d go a �w W �i yz = J >° o w zar a 03 0 c 0 = LO rn i� Q j r N Y � U m 40 Ln ¢I 0 N O LO 00LO N 0)T MQ M Y J r O 0 Z W z IV�F y 2 C 1 E U J Q J JOB NO : 22-06462 SCALE : AS NOTED SHEET NO. S6 (MONO) C' -o LO m M LO cn S J 0 1 m 00 0 M L v cn .3::8 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 I�1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. (� 1 x4 APPROVAL FOR CONN. 1 X 4 {� 1x4 P.T. 3/16 0 X 3 LONG L C FURRING 3-1/4" LONG X 3/16"� L FURRING FURRING TAPCONS ROWS 3/16" x TAPCON. INTO STAGGERED @ 16" T O.C.& TAPCON @ 16" .C. & 4"LL111X8 X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER 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 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. $$ 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rj-`,�- SCALE: N.T.S. $$ SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO K.) 2'-0" 8" 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)1 Od NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. $$ 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 4' MAX. RAD. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 t I ±5^ NOTCH WEB AT FIRST 2 COURS CAPACITY = 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 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4W WOOD / SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED ' PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--J TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 00, - "MAX SEE LAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE 'IS" 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW, F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'W' 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 MASONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER lid WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER - OVER 6-0" D D. D GRADE ° CV p C7 z \ r p ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = 1'-0" `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ,R ` ` 3 rHE ' S ♦ FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW #5 REBAR (TYP,) ' 90° HOOK (TYP.) 0 SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE ERG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW L 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. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + L' 4ENGTy + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR — SEE LINTEL—/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS CFF CHFFT rl9 ANTI 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: 3/-, z O V) M tl O W a M 0 U) 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ BOTTOM PLATE W/ 8d 4" 6" O.C. EDGES AND 12" O.C. FIELD O . O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL @ FIRST COURSE SIMPSON HGAM10KTA @ 12 O.C. ` w/ (4) 1/4x1 1/2" SDS SCREWS ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO + FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANU RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. V-0" 5'-0" ISH SCALE: N.T.S. >. 6 jo Q • . '. • ► : ' : #5 BAR p 1'0 • ` • .• CENTERED W/ g ..' • • .. IN TOP o • a KNOCKOUT / ° CHAIR BLOCK MONO FOOTING •• ,• SIZE AND REINF. PER PLAN °• . AND SECTION DETAILS * ' F— CLEAN FILL ;s • • • s DIRT a z •• ° STANDARD C)90 #5 BAR IN o ' HOOK N FILLED CELL L -', ILO 16, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ]INTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"1 MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL /A\ LLr__P, ,•, /1 /1 •,lam 4" SAW CUT A SECTION 1 SCALE: N.T,S. SCALE: N.T.S, N N 1(3 d� W (:D o y u I Co o No.� G N a- o C, Cc u a+ d A l r E r w 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. rn W v E O N .. A/, 6 %N N dui (nn� F M0Q' � LL Q C LL J w LL LL LL r m� o W C2 a, x J LL Z ;Zed Z N OU 1 W ❑ ❑ V M � z N in 7 z � � z Q J N Q(n N z X�c� s LL Cn w V — 2- O w s C N ,Ln c� _00- • � c� �� C w M M 0 � Z G E so of 'aR z® Q 0 E U <_ �_ 20 U� _° O Z O °� o Z. aZ N L w Qp X w mE ca C o oz z z in m <m <w �Z N 01 a 0 21 w� 0w W �z C o << o� ;o a <D zR 0 3 0 O = > co LO rn M r-. <C �; I"- co d' :3T t J � Y U m m LO N 07 La--+ I -0 No C)N T L0 O Q c r O c C) O z z E d- N co C m E o w C C a 0 -j a o JOB NO : 22-06462 SCALE : AS NOTED SHEET NO. SS N v+ m LO 0 0 0 12 J ra 0 I s m i� r")") J v cn rn 0 �p E E x C J rA C> U O C 0 UI y 'o CL i a c 0 c J LZ N N LO 0 0 a N LO L 0 Q m v N ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11- e VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING STRINGER MUST MAKE FULL CONTACT WITH LANDING JOIST SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO 1 i t 2x8 z)i SECTION VIEW "A" SECTION VIEW "B" 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING x8 SYP D 2x4 PT NOTC INTO STRINGER H D —2x8 BLOCKING FOR STRAP 2x8 SYP L 1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW _ SCALE: " = 1'-0' 2x8 SYP ALIGN THIS STUD WITH FACE OF 2ND RISER 2x SYP CUT TO FIT BEARS IN WALL r-2x12 SYP BEARS IN WALL —2x6 SYP 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" NAILS) / STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER / 2x4 CUT ON BEVEL< DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER V4 / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 -3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN -1" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISERILL BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO -2x4 DRAFT RISER AND TREAD STOP .-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS �x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 cr-� ROVIDE MOISTURE PROTECTION LA17ACH ALL COMPONENTS STAIR TOCONC. W/ 4" XTAPCONS @MAX.32" O.C. -ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / G-1 SECTION VIEWC" \ SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS R'( 0 E 2x4 BLOCKING FOR 2x12 SIMPSON A35 j4� 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE NAILSS)) x 1 1/2" / AT STRINGER CONTACT POINTS \ NAILS) CTION VIEW "D" SCALE: 1" = 1'-0" " PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" F, 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE - AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x4 SYP BLOCKING FOR STRAP �a (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER -_� FOR DRYWALL SPACING H E SECTION VIEW SCALE: ' = 1'-0' f F 2x4 ST( 2x4 SCALE: 1" = 1'-0" NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — \ FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS' PER CONTRACT F1 -(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. @ 6" O.C. TOP, BOTTOM AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SE SCALE: 1" = 1'-0" CTION VIEW SCALE:" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED L POST LET INTO ;LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 7�_ 2X STRING R 2X B CKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" a � O c o da � W o � o o � u- [s- ca cc:"p c�a d Z 4 = w y SS j L ��►a. fC1 N J 6� _ Cr- -- n• L' G rc v R J n N. •, 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. E a o S8 N ^ N O m 0c S ro r` N N - N -. N M V Q C 4 W _j J u_ u_ SS U. W Q. Z czi; a a. 4 o rCU .@ WZ 5 p�� Cro LL Cl) ZN OU 0 W ❑ ❑ z N M z�E arm% 63 z~ J c7 U) V) z CD 2 " X u, 0 w (n C N Ln h— N iE ' c CS ¢ N 0 �Q o� MZ COo E U_ _ 8 w' Z o U i - oa z �_ O C C N Ro UO d F o ao c° O G d z � d i ao �w mf ro U yo o zz '<w z� N J (�� f N N a o< 'z no w-0'T Wa� U J 3: o �p _ < 3 �o CIO x CC CC) Nr °zIa 3 L J LO or m Q (7 Q L_ Cr Y r U a m m U-)r a--+ CV Q LI -0 o Q 00 N U') O CM Q r LO .. S E C Q z Z E d' `m E 'a c Q. L) � a JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. ST 01 00 L0 O LO c S rN-- Cr J 0 I m 00 M LO cn B J 0 I L0 L v Cn "L Q I� d E F2 N O Cc J N 12 0 CUI 0 a a 0O LZ N 0 0 0 a N N 15 0 a m v N SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ?—'— ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN 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 JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED (2) 12D NAILS } AT 12" O.C. MAX BEAM @ RAISED ENTRY CROSS BRACING DETAIL JYP)r—,'�' HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL r4 KNEEWALL @ ENTRY FRONT WALL 6 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SSES HIP G.T TYPIC WALL SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 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 TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS L.SEE PLAN w/ MIN. (4) 12d WHEN �� CENTERED AT SIMPSON HUC410 w/ (14) FOR cANT.'� BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48 O.C. W/ (4) 16d INTO HEADER & (6) 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x7 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. IL — SCHEDULE/PLAN EACH STUD -TOENAIL ROOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O PT I O N A S DICAT DlP N BM OPTION B. CONNECTION IN, OPTION C. w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON COMMON B M . TO POST ATTACHMENTrA FOR ADDITIONAL INFORMATION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & IF 2x DOUBLE LEDGER, BM. SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. 2X4 BLOCKING END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. SEE PLAN FOR ATTACH SECOND PLY MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AM w/ (3) ROWS OF 16d DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. A NAILS AT 24" O.C. • DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD � SIMPSON LUS26 w/ (8) 10d NAILS MAX TRUSS iC �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BILOCKINGINFO) E 2/D2 FOR BEARING SUPPORT - MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF rg DETAIL @ INTERIOR BEARING 3 f5/ PLAN FOR MORE INFO SCALE: NTS WOOD TRUSS SCALE: NTS COMMON B M . ATTACHMENT 18 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS VARIES _ 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR ( ) ATTACHED PER ADDITIONAL SEE PLAN FOR l w/ SIMPSON SP1 w/ 10 10d 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE SP2 w/ 12 10d NAILS AT TOP OUTLOOKER LOOKER ) INFO. 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _.AIL � COMMON TRUSSES. EXTERIOR SHEATHING INFO. " ATTACHED PER � 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP —�— �— SEE TRUSS PLAN 2x4 STUDS w/ SIMPSONNAILING SCHEDULE11 TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. 2 2x4 ' FOR CONNECTION SP1 w/ 10 10d NAILS ` EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS O ( ) 7 1 (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD SPF TOP INFORMATION. AT BASE SEE J/S6 FOR ` t PLATE MORE INFO. TRUSS LOW ROOF/WALL ' STUD) SCHEDULE - - SHEATHING ATTACHED ^ 2x BASE PLATE W/ (2) 12d - VARIES SEE PLAN % PER NAILING SCHEDULE �i VARIES W/ _ 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ ROOF SLOPE - FOR WALL LOCATION SIMPSON LSTA30 w! 1/2 PLYWOOD = SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO WOOD WALL � EACH COMMON I -I �� 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ �� j BELOW @ 16" O.C. TRUSS/ FRAMING 1 (14) 10d x 1 1/2" NAILS ; 61 O.C. W/ EXTERIOR @ TO FLOOR GIRDER OR TRUSS. 2X4 CONT. W/ 2 SEE PLAN 16d COMMONS) — SHEATHING ATTACHED BELOW 16 O.C. TYP TOP &BOTTOM_ - NAILS EACH @ STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a HETA16 w/ (9) 10d x 1 1/2 NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW - MASONRY WALL 7 4'-0" O.C. TO GABLE TRUSS ' y ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ a.. --- -- - -- MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. °P W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �D SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY r8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS C� a W c cc 3a� is a� u d o CC � U .y, 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn H s ao �3 04 � U0 r W N fi a �N0O LL m . M 7 u- Q LL Ju-iy W o_ � Z c S _ 9 19 S O W cot co 0 Z Lo N Z LL [V I . z OU o W ❑ ❑ M ems-- z N Arn z Q OEM Li M N z � Cz CD o LL 1 l T (n cc w O w o c toLn rC3 �-- U w _ E r t $ _ Uo cCn0Q N Ol coZ w �CD M M 0o E zo Wo oLL >� '� =® 14 y as CIO H- y _ XO VO SOU Z o L OMI W z w z N t o o ao � � m� Z Ez �o Cn � p ¢ LLT, d V W (,i ;o T,� O o� J z a r� NI0 CO w za a �3 NO > CD LOrn ' ^ Y , N Q 03 C� Imo- O ICU � N � Y r s N 0° LO � 0 LO CV LO C00 D Q M T Q} o z m Z M N E Nv c c U a q p JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. D 1 3 v 00 00 �o M LO 0 rn Q J 0 I S m 00 0 M LO L J 0 Cn I Ln ui 47, Q I Q 0 v E 0 S v c i N zz 12 v UI 0 i a_ rn O J N iZ 0 0 a 0 CI a m (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP 6 w/ SP4 SIMPSON 10d x 1 1/2" ( ) (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. NJ EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO OA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d :� BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER . DETAILS '� F OOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE WJ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS . 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • ' :o SURFACE ®2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. 6 10d A SIMPSON LS30 w/ () x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1J2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF ;• CORRECT BLOCKING w/ 3 12d EA. END () FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK 2x CRIPPLE AT EA. INFO 1/2" GYP. BOARD OR 2 SIMPSON MSTAM36 STRAPS w/ 7) 10d EXTERIOR STRUCTURAL () ( 1-1/8" RIM BOARD BLOCKING WALL END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• • � SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL '' '' VERIFY W/PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS PACK FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) STRAPS SON MTO WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM CK10d NAILSIM IN I BLOCKING NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24 WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OSIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT L A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 FLUSH THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF 2 - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS w/ SEE E PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C D SIMPSON SP1 w/ 10 10d NAILS AT 16 O.C. U.N.O. O ( ) INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE_ FLOOR PLAN FOR HEADER �u (2) 2x HEADER G SEE PLAN aE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE WJ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 CONNECTION SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ 42 16d NAILS ( ) DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON LS30 w/ 6 PLATE SEE PLAN 11 12d NAILS AT 6 MORE INFORMATION w/ O FLOOR SYSTEM OR - BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B - SIMPSON SP6 w/ (6) 10d x SIMPSON SP4 w/ 6 10d x 1 1/2 USE ( PRE-ENGINEERED O O C B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WJ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. 2 2 x #2 O \ 1 1/2 USE SP8 FOR 2x8 ( „ WALL) @ 24 O.C. H SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, SOLID) JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK 1 TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE 1, 2 x 4 #2 SPF STUDS B O INTERIOR HEADER 2 x # TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. E F I I �,P SIMPSON MSTAM36 W/ (7) FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE FSEE 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ LS30 10d 1 1/2" EACH SIDE 10d NAILS & (4) 1/4"x2 1/4" TAPCONS NAILS WRAPPED UP AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. w/ SIMPSON w/ (6) x ' PROVIDE BLOCKING SIMPSON SP2 w/ (12) 10d NAILS AT 6 SEE FOUND. PLAN FOR FTG REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS - - - - - -; - - ° °;!- TOP AND SIMPSON SP1 10 - NAILS AT BASE w/ (10) d NOT REQ'D TO HAVE CONNECTIONS. • ' -. - "PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN �— �- TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. QC GIRDER % (IF CRIPPLES ARE LESS THAN 8 S. SCALE: N.T.LOWER ROOF. SYSTEM 42 SCALE: N.T.S. - - LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ' ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR () 2x4 STUDS i MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE FACE OF HEADER/STUDS 2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 *FOR OPENINGS LESS THAN 1/2" NAILS AT EACH END TYP. 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ () (2) 12dTOENAILS. EXTERIOR HEADERS 3" OI - 2x CRIPPLES @ 16" O.C. @ END OF HEADER. SEE F� 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER ( Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x �2�.� TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ° SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS , ; W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ WOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 �1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. �;s o - tir CY C__ cc -,g N 4 d � d Asa .tea; d i c' 61 cd 7+ cn rs- b r •q 0 V'r''iy '' v r•: J '- N •r' G r �J O OFESS1•00, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W £ a o � $ 6 � �pn r N C ��� 2 to O" 2 N ch 7t * LL Q C W W U. LL LL 6. J WY o 'Co N Z LO Nz a J LLW rR�pjO' m N OU Z U W ❑ ❑ z (M z_ 8 z J QE3$ Z N - In � z aj CU o LL 4- Vn w E o s V 0 w s tn c �N U q W J ® _pry • U 3 ¢�o N Of s ti o z M o Q f 0 o wo <� Z® XU U Z C O N ro aoo5 o <o az ww a% L <O m� C UY U Ott z z 0 d Q W Z N ¢ o�d 30 a 3 w a �w W zI � w 'I- o coz< wa �O a OUP LOO) co T_ � CN Cr Y Y M 0° LO r �--11 N I C) O � 00 N Lid O ch c,r) Q r z m E U Q p JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. D2 3 •o m 00 0 M L0 iS N J cN0 I m L0 Ln Ln C U1 co L Im a ai E c iy N LL 0 vl 0 i 0 IV LZ: L 0 0 0 a M Ln S Q m �R FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING ��_- WEATHER SLOPE RESISITIVE 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 BARRIER 7 EXTERIOR WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. TAPE SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. 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 (ASSEMBLED YNNDOW) s O NAIL BRAND OR EQUAL WEATHER CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means ' �- O PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE z BARRIER SEAL TOPS OF JOISTS 1 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 UNDER DECKING SUBFLOOR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING • •° - -_ horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where 'Dints occur, felt shall be lapped not less than 6 Y, pp Y pp Y 1 Pp .. _ inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 3. Fold weather resistive barrier back over head 2 flashing and seal with tape 1 2 2O R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing p P Y p Y Y p p P Y 9 (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale: NTS SELF -ADHERED EINDOWING ■' ING■SELF-ADHERE, FLASHING ■ 1 Exception: Where the barrier that is has EXTERIOR DOOR WRTHDDECKHSECTION A CEMT. FINISH SILL/ POTSHEDLF/ CHIMNEY SHOULDER water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space, EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING ,I 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, _ �� (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCKTO EXTEND D A MINIMUM 8" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF '' MASONRY ° VETICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings WINDOW BUCK ` 2) SEALANT JOINT t THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF z s WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK ° SECTION -A (SEE DETAIL WP02) 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall AND EXTEND TO WINDOW FRAME PER CODEMASONRY ATTACHED ° SELF -ADHERED FLASHING ° ° finish or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanically attached flexible flashin s q 9 Y 9 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING C' Ar, following: s • CLADDING AND WINDOW FRAME ° SELF -ADHERED FLASHING 1.1 The fenestration manufacturer's installation and flashing instructions or for applications not addressed in the fenestration 9 � 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing Instructions or details 9 9 AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING DETAIL WP07) 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE 1.2 1.2. In accordance with the flashing design or method Of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. - SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. �` , 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL APPROVED SELF-ALath Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSETWRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 = Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4"CEMENT PLASTER ° ° a �N ° 12 MIL (min) DRYLOK EXTREME ° APPROVED FLASHING TAPE DOUBLE O a' ° a Cement Plaster "V' SEALANT SOCKET WITH JOIST ° °d a a TOOLED APPROVED SEALANT l SINGLE WOOD BEAM ° Foundation Wall in a accordance with Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING ° ° in ASTMC926 in accordance with A SELF -ADHERED FLASHING 1 , a ° a ASTMC926 2 ° ° Felt backed metal 3" MIN w t'� lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING Q 5 ;� Building Paper with ASTMC1063 Building Paper 7/16" O.S.B. �';� �' ' sheathing O.S.B. SCS 06WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■ ' SELF -ADHERED FLASHING ■ ' ■ • FOUNDATION WEEP SCREED ' sheathing Metal �,. sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL � ; " Installed As Per Manufact. Specs. PRODUCTSDETAILS TILE FINISH STRIP OF SAF LEGEND \ SELF ADHERED FLASHING (SAF) ti o Maintain Stampede or similar Bottom of cauk bottom Q / DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK UWj � ,� (WRB) j n BOND BREAK WEATHER RESISTANT BARRIER- - \ i BOND BREAK WRB SELF FURRING (SF) LATH „ 1 1/2 t0 2 Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) ca PLASTER ACCESSORY Sheathin g Installed As Per SF LATH SHEATHING, PLYWOOD, DENSGLASS�Z�t\ Manufact. Specs. 1'-4" PER PLAN Z Detail Instructions 1'-0" PER PLAN v (� WRAP DP WRB ONTO VERT ICAL 1/2"Cementitious Refer to the number marked as in each detail that correspondsTHE to the Y SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list o Instructions below: i FLANGE AS AN AIR in accordance < BARRIER with ASTMC926 8 0, ®•. . ®,o All inside and 1. Install self -adhered flashingIn order as shown b numbers Y SLOPE m E---- $ CMU _ I 3-1/2"INCH FLANGE ' over wood 2nd o° ° floor •0•' .•o,• outside corner will ' °•o, 2. Install flashing and weather resistive barrier to form water shedding�� _ ,\ need to be miter G'° laps 4" OR 8" CMU ° a - - I cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) Z z �� �/ ✓�✓ 1� STRUCTURAL FRAMING '°•o,• o• butt joints need to o,o o•• 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT ° g g I� �� • �,o,a o •o•• becaulked using • o,o•• ' embedded in the adhesive layer) - for ease of installation and to ° � '`� STRUCTURAL SHEATHING �� Stampede or sim. minimize scoring cuts ° a ° ° a Q- LU THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and i- to DO NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" ° UNJ ROD & SEALANT DRIP SCREED PLASTIC Minimum) ° SLOPED MUD BED ° W W = � � ACCESSORY I BOND BREAK WRB 6. Fold as shown by arrows q w SF LATH �I 7. Angle of corner may vary, adjust folding of the flashing accordingly to U) 3: fit tight to corner VINYL SHOWER PAN ° o � Note: 8. Mechanically fasten as necessary The building paper and metal lath must be SLOPE a , LEH Cement installed over the top of the weep screed. ° _ _ _ PLASTER STOP A Plaster 4 CONTINUOUS BACKER ROD over block Q a a & SEALANT 1 st floor 4 CEMENTITIOUS FINISH i WEEP SCREED DETAIL (9 SHOWER SEAT ■ SOFFIT/CANTILEVER ■ 1 SCALE: NOT TO SCALE C's •.G3 c r N `y � a R d W 3 r � ca a> o c Q- 4 fV O 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 Engineers signature and seal. W H a v E o (� N N 04 O C _L,C G 04 C1 J N O ik LL N V J .4� LL 0 u- a Z - m a s W9 ��N� 0 0 WILZ LO Cl)Z < J ZN OU 0 W ❑ ❑ CD z � g z � Q� � J N M N z � o LL 4-1 rL3 (n u., W g O L N U d W J E � $ i <� - = tr y C N Y Q 0 o M w z Z E U- L a of v w o o� w= > Zo Z® o� f0 00 Z F- 6 Ca E N x� aa0Z o w o oL) d z a, Qo m� (n i U O Z Q) m ¢ w �� Cf)a� 00< �o �O W T ao aZ �- � C. �' J _ wa GIs >° a Mill <0 a ¢ 00� •° O > CO 0 L0 °' o) T cc FCC � Y � Y W m L J QI O N o O0O N T- ai LO O LO d E ccc o Z Z E 1111t y m cc n E U Q p JOB NO : 22-06462 SCALE : AS NOTED SHEET NO. W P II II I ' 1 111. ii I NuWRMCWV� Mounting Brackets (10 Gauger 4-112' x 4-1. 2' x 2-12" See Anchor Schedule 801ts 112" Dia. A325 Galv. (Typ.) T 0 • as # 14 Self Drilling Screws A/C UNt Bottom Edge e Hurricane Strap } (Typicalr 3 in front) T Front Cross Support (May be cut to W ) Left Bracket (16 Gauge) #14 Self-Driling Screws Thru Brackets & Back Crass Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) 10-5/8" Will Cross Support + (May be cut to W) Washers % Self -Locking Nuts spat4tic menilaau . si atnuntcu arc Farrnrdnt -th ­6 Huoadarc Art Brack (�Raped Sad !]oar3rgl evaRSk capon talent " liar aW aPpiY) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation pages dI Building Cos and Standards 1211&2921 Product Approval Application Detail pill-- 20 DMplinana Do psis version ManufaMnir o£1est andmata UCNso eted Vaadlitvallifted submitted FIIC AWrolal APgffi7LW (Nets Af -anon 2020 Smart Vent Products, Inc lk aw Graham Hermes F. Nara P.E. Loose 8o4•den P.E. 12Msr*m 12/16202o 12128M20 APprood Caregmy: Smxdual Components (877)441A368 PE-73Tr8 (334)300-1400 JubCiregon: products Introduced as a Rtwh of mfolitismarlwnl.com New Technology Carpllrice Method E stuabon Report ion a Florida Registered Ardift at we Limised Florida professional Engineer Awl Product Mode. Numbr or Nen1re Preset D.aorbtttsn Quality Assurance �j[J „(jgp, /woroyedfa Use Approved IgU VHZ for Use anger Rinthitan 12oslon £L -. 1 Sm. VertModel e154P510 Dual Functlan Flood 1rd V-dation Vent 12$312023 Yes Yes NIA .1001--100 2 SmadVent Model#1.540611 Duel Function Flood end Vangeti-Vent 12r312023 Yea Yes NIA +100A100 3 BrtartVent Model #1540620 naWMetl Flood VeM 12r312023 Yes Yes NIA +100F1D0 4 SrrartVent Mode{#t940.321 InsuNted Flood VeM 1.11023 YM Y. NIA +100A100 5 Smartvent More:#1540424 16dgid;Gang a Door Read Vent 12/312023 Yes Yes N/A N/A 6 - infer Model IM540-870 Wood Wall Inw1ated Flood Vin 17/312023 Ye4 Yes NIA +11mF100 smarrVent Model S1540.Vii 14.5&t}ra,': Garage Door Flood Vent 121312023 Yes Yes NIA NIA Florida Department of Business & Professional Regulation BulldingCodes and Standards Product Approval Application Detail Poe 1 of 1 Im4r421 Florida Department of Business & Professional Regulation page2 a4 Building Codes and Standards 1/25=22 Product Approval Application Detail 2W ol 2 TT_ Version Manufacturer Conrad Eno Inner& License Validated By Validated Subm coed FBC Approval Approved Status Revlon 2020 Themm-Tru Corporation Shsve Jesperson Lyndon F. Schmidt P.E. Ryan J. King P.E. 0415r2021 12/3112020 04/2ZQ021 087082021 Approved Category: Ext.rpr Doors (8W) 843-7826 PE434M (81$) 767-OSW SubCatagory Swinging Esdenor Door Aaaen>bles ejamp-son@therm rt-co Compliance Malted; E-1-tion Raportfrom a m Florida Registered Architect or a Licensed Florida Professional Engineer FLa121488-R6 Prtiduoh Quality Assurance Aoomvadfor Usa Approvedfor Uss impact Oeslan iW Protluet Model. N u mbar or Name Q Contract Exetratlon Deffi in NVHZ Outside HVHZ Resistant preseum 1 a Themra-Tm Fiber -Chaste and Smooth -Star Nominal 68,0308 riquotl mpaclAquot Opaque 1261/2022 No Yes Yes NIA Composite Edge Fiberglass Single Door (InsWng/Outnvhg; X configuration) 2 to Themna-Tnu Fiber-Clasalc and Smooth -Star Nominal 68,(11W,8 &qugtl mpaCt&gUot Opaque 120112022 No Yes Yes WA Composite Edge Fiberglass Single Door with artate(s} QnaWn9/Outsxwrig; XO, OXcr OXO aonfg-stian6) 3 c. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quail nlpacAgwt. Opaque 12f31f2D22 No Yea Yes WA Composite Edge Fberglass Double Door with at Without Sidelites (Inswing/Outswmg; )O(or OXXO configurations) 4 d. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,0 &quotlnlpact&quct Opaque IV211/2022 No yes Yes NIA Composite Edge Fiberglass Single Door (Inswing/Outsw/ing; X configuration) 5 e. Themn Tru Ftbef-Qasec and Snoom-Star Nominal S&Il &quoVff pact&grok Opaque 121312022 NO Yea Yes WA Composite Edge Fiberglass Single Door with Siddte(c)(InsW OlOutsWng; XO: OX or OXO conrlguratlons) 6 f, Thane-Tru Fiber Classic and Smooth -Star Nominal 6&t%,0 &quotl npact&quoK Opaque 12/31f2022 No Yale Yea WA Composite Edge Fberglass Double Door win or without Sidelines (Inswing/OulSwing; XX a OXXO mmfguntionc) 7 g. Thamn Tn Fioer-Classic and Smooth -Star Nominal B8#39;8 &quotlmp&ct&q of C31SZW 12/311= NO Yes Yee WA Composite Edge Fiberglass Single Door (I neWrgiOub ig: X omfigurstion) 8 In Theme Tm Fiber.CMsalc and Smmth-Star Nominal 6&039,8 ttquotl mpact&quot Glazed 12/3112022 No Yes Yes NIA Composite Edge Fberglase Single Door with Side!te(s} Onsning/Outsw(rg; XO, OXor OXO configurations) 9 i Therma-Tru Fiber -Classic and Smooth -Sear Nominal 6&M ,,8 &quotlnpact&quot Glazed 12131f2022 No Yes Yes WA Composite Edge Fiberglass Double Door Wth or without Sidelites Onewlrg/Ouarwing: XXa OXXO configurations) 10 J. Therma-Tin) Fiber -Classic, and Smooth -Sher Nominal S&#39;0 8quotlrrpact5quat; Glazed 1213112022 No Yes Yes NIA Composite Edge Fiberglass Single Door (Inswmgloutswing; X configuration) 11 it. Therma-Tm Fiber -Classic and Smooth -Star Nominal 880390 &quotlnpact&quot Glazed 12131=2 No Yes Yes NJA Composite Edge FI bearglass Single Door with SiddAo(s) (1devArg/Qutswirg; XO, O)(or OXO configurations) 12 I.Therma-Tru Flber-Claatic and Smooth -Star Nominal eUMP&quotl npeesquot, Glazed 12r3lr= No Yes Yes WA Composite Edge Fi berglass Double Door Wth or without Sidelites Onswiry/Outewing: XX or OXXO nfi 13 nh Therma-Tru Fiber -Classic and Smooth -Star Nominal rquotl Molded al 8&M,,8 12/312022 No Y es Yes WA Open Composite Edge Fiberglass,Single Door Onswirg/Outswil➢; Xcovtfigurabon) 14 n. Thsmm 7m Fiber-Cpssic and Smocm-Star Nominal B&M,,8 &quotl rrpaclagoot, Glazed Molded 12011= No Yes Yes WA Open Composite Edge Fiberglass Single Door with Glued Molded Open Sidellte(s) (Ingoing/Outsw(ng.. xo, OX or OXO oardguha8ons) 15 o Tham aTru Fiber-Ciesm and Smooth -Star Nominal 811,039;8 &quoumi-Mquot; Glazed Molded 12011= No Yes Yes N/A Open Composite Edge Fiberglass Double Door with or without Glazed Molded Open Siddim. (I nsWrgKtutswi'g; XXor OXXO configuratwra) 16 IF Theme-Tru Fiber -Classic and Smooth -Star Nominal EIM3ell &quourrpact&q-t; Opaque 1213112022 No Yes Yes WA Composite Edge Fiberglass Single Door with Nblded Open Sdefim(s) erismmg/Outswin➢: XO, OX or OXO configurations) 17 q. Thera-Tru Fiber -Comic and Smooth -Star Nominal S&#39;8 &quotlmpact&quot Opaque 12131 t= Ng Yea Yea NIA Composite Edge Fiberglass Double Door Wth or without Glazed Molded Open Sidelites, (InswIng/Outswi g; XX or OXXO coriilgura[bns) ,am peg verwon Manufacturer R014SW 2029 PGT Indus Aws category. Extrlor Dora Subcategory: Sidng Exterior Door Assemblies Compllanes Mdhod; Certucaton Mark or using FLa2d1413a A aorta iil� pr u/ model Numlis, or Name 9 SGQ6570(Law Mask Impad) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dealt Peel sit I&=I E9at , 292 2" QffirPl11113100, 292 contact validated datheraLlesme yalidategAV Validated Panted F&CAmmvM AppStj@Q Sim Jana Ros Al Mend -Dods 6CCO - CER M l lr, -Dade 8000 - VAL 11/19R020 10(26M20 11242020 Approved (941) 4568 0100 (ia8) 315-2590 JrosOwiki�pg8ndrehle..c Qwlay Asstrame Aoeraysd for use Awainalfause 11111 t pastor Redact Daaalabon Conlin Fyer Cia, InHVHZ j )tom Jgp rp, Very) Sliding Oaas Door 0//1412021 Y. Yes Yes NA PRODUCT APPROVAL SPECIFICATION SHEET(2022) May 27, 2022 Florida Department of Business& Professional Regulation Pagel 03 Building Codes and Standards 1n5202 Product Approval Application Detail 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 inr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFL20461.1 A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 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) FL.8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 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 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sollit FL16544 R5 +54.2/-54.2 psf 7/30i2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK 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 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NiA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF IDrexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL/5076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/3112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/1112023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE 9292 Ent bf 2111 2& Data PsadIna 1 jyQF Verson Manufacturer contact Enolneer &Ucense Validated By Validated submitted FBC Approval Aporoygd Revision 2020 Therma-Tru Corpaaton Stave Jasperson Lyndon F. Schmidt, P I- Ryan J. King. P.F_ 0723/2020 07M212020 07129=20 10fl312020 Appro sd Category; Exterior Doors (SM 843-7629 PE-43409 (813) 767-6655 SubCatagory. SWrgmg Ecterior Door Assembles s)aaperson®thematru.co Compliance Matdtod: Evaluation Report from a m Florida Registered Archiectora Licensed Fiords FLA111 47e-R3 Prdeessional Engineer Products a- C Product Model. Number or Name Wetluct Description Quathv Asaur= Approved for Use Approved Contrect Exoirabon Date In HyHZ for Use Outside HYHZ Rea�� PA�ne 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal a&#3S8 8quoOmpad&quot; Opaque 12131RO22 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inw, WOurtswing; X configuration) 2 b. Therma-Tru Fiber-Clusio and Smooth -Star Nominal 8&#39;S &quotlmpact&quot; Opaque imil2022 Yes Yes Yea WA Composite Edge Fiberglass Single Doorwnth Sidelie(s} OnswinglOutswing: XO, OX or OXO configurations) 3 c. Therma-Tru FberClaulc and SmoathStar Nominal 6&#39;6 Bquotlmpact&quot Opaque I V31/2022 Yes Yes Yea WA Composite Edge Fiberglass Double Door with cr without SMNRes (InnWngroutsw rig; XX or DUO configurations) 4 d. Therma-Tru Fiber -Classic: and Smooth -Star Nominal 8&039;0 8quotimpact&quot Opaque 12131/2022 Yes Yea Yea WA Composite Edge Fiberglass Single Door On5wing/Outswing; X configuration) 5 is Therma-Tru Fiber-Claaco and Smooth -Star Nominal 8&#39;0 Bquct;impad8q.et Opaque IZr31 r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sldelte(s) (InswinglOutewing; X0, OX or OXO configurations) 6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 8quotlmpactliquot Opaque 1213lr= Yes Yea Yes WA Compoehe Edge Fiberglass Double Door with or v4thout Sidelites (Inawirg/Outawtirg, XX or OXXO configuations) 7 g.Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&M,,88quotlmpaa8,quot Glazed 1213laM Yea Yes Yes WA Composite Edge Fiberglass Single Door (I nswrglOutswing; X configuration) 8 h. Therma-Tru Fiber -Classic and Smooth-Sbr Nominal 66#398 Bquotlmp loAquot Glued I?J3172022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelte(s) OnswingrOutsw.ing; XO, OX or OXO configurations) 9 i,Therma-Tru Fiber -Classic and Smooth -Star Nominal 8411#3$8&gwt Impact&quol; Glazed 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sldelttee (IrreW ng/Oueswdng; XX or OXXO configurations) 10 j. Therma-Tru Fiber -Chic and Smooth -Star Nominal 8&#39,0 Nuot;lmpact&quot; Glazed 1213172022 Yes Yes Yes WA Composite Edge Fiberglass Single Door )I nswing/Oulswing; X configuration) 11 k. Thernm-Tru Fiber -Classic and Smooth -Star Nominal 8&#38D Squotlmpasdaquot Glazed 1213lrM2 Yes Yes Vas WA Composrte Edge Fiberglass Single Door with Sdeite(s) answinglOubwing, XO, OX or OXO configurations) 12 I. Thertrw-Tru Fiber-Cassc and Smooth -Shur Nominal 88,09',0 8quoklmpact&quot Gazed 12J31)2022 Yes Yes Yea WA Composite Edge Fiberglass Double Door with or without Stlelitee (Immeirg/Outawng; XX or OXXO configurations) 13 m Thems,Tru Fiber-ClassIC and Smooth -Star Nominal U11M 88quotlmpacillquot Opaque 1Ml/2022 Yes Yes Yes WA Composite Edge Fiberglass single Door with 8quatNon-Inpeicti ; SMellte(s) (InsvAng/Outewing; XO, OX or OXO configuratima) 14 n. Therma-Tru Fiber -Classic and Snmoth-Star N urinal 6&03" SqualmpaCBquot Opaque 12131r-'= Yes Yes Yea WA Composite Edge Fiberglass Double Door with 8quotNorl-Impact&quot: Sdelites(InsmirlWOurswrg; OXXO configuration) 15 o. Thera-Tru Flier -Classic and Smooth -Star Nominal 6&#39,,0 aquctimplict&quot Opaque 12)3112022 Yes Yes Yea WA Composite Edge Fiberglass Single Do iiith &quct;Non-Impaa&quot; Sidelite(s) Onswing/Outswing; XO, OX or OXO configurations) 16 p.Therms-Tru Fiber -Classic and Smooth-S1ar Nominal 8&#3 ;0&quotimpact&quot; Opaque 12131R022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with &quot;Non-Impaa8quot; Sidelites(InswinglOuteW rg; OVID configuration) 17 q.Therma-Tru Flier -Classic and Smooth -Star Nominal U039;8&qud;Non-Impad,&quat, Opaque 12/3112022 Yes Vas No WA Composite Edge Fiberglass Single Door 0nswirg/Outswirig; X configuration) 18 r. Therma-Tru Fiber -Classic and Srrmth-Star Nominal (All 6liquotNon-Impact8quot, Opaque 12131P2U22 Yes Yes No WA Composite Edge Fiberglass Single Door with Scintillate) (1-wAng/Out-mg; XO, OX a OXO configurations) 19 s. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;6&quotNon-Impact&quot Opaque 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Double Door with or without Sldelttes (kswlrghOutrtWng; XX or OXXO configurations) 20 t Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&539:0 aquot Non-impactkuct Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Single Door (I nsving/Outasving; X corifiguretion) 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88ill 8quotNon-Impac*uot, Opaque 12131 I= Yes Yes No WA Compete Edge Fiberglass Single Door with Side(ie(s) (InswinglOutswing: XO, OX a OXO mnnouratonsl 22 v.Thermo-Tru Fiber -Classic and Snroolfalar Nominal 8&#39;0&quot,Non. lnpad8quot; Opaque 12131rM2 Yes Yes No NIA Composite Edge Fiberglass Double Door Wm or without Sidelites (Inew gtOutcwing; )Xor OXXO configurations) 23 w Therms-Tru Fiber -Classic and SmoethStar Nominal OWOI8 &qugkNon-lmpaa&quoi; Glazed IZ'31/2022 Yes Yes No NIA Composite Edge Fiberglass Sigle Door (I nswing/OutswrQ; Xcorfiguration) 24 x. Therms-Tru Fiber -Classic and Smooth -Star Nominal e&439;6 &quothbrrlrnpact&quot; Glazed 12131=2 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelie(s) (Inswing/OutsWng; XO, OXa OXO configurations) 25 y. Them a-Tru Fiber-Classlcand Smooth -Star Nominal 6&#39;81quotNor Irrpat9&quot; Glazed 121312022 Yes Yes No WA Composite Edge Fiberglass Double Door Wm or without Sldelttes (Inswi glOunwing; XX a OXXO configurations) 26 z. Theme-Tm Fiber-Ossuc and Smooth -Star Nominal 8&M39;0&quot;NorvIn"int8quot; Glued 121311= Yes Yes No WA Composite Edge Fiberglass Single Door Onswrgputswkg, Xacnfiguration) 27 za. Thera-Tru Fber-Cli ssd and Smooth -Star Nominal BUX0 &quotNon-Irrp mtaquot; Glazed 12131=2 Yes Yes No WA Composite Edge Flberglass Single Door with Sidel.*s) OnsW ng/Outswirig; XO, OX a OXO cotgUrallona) 28 zb Therms-Tru Fiber-Claaslc and Smooth -Star Nominal Ba#39:0 &quotNo n-Inpact&quot Glued 1213l/2022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelites Onswing/Orrtawmg; X(gr OXXO configurations) 1201 Ila >ainvorn Readsbn 2020 MI Wndowa and Dons Category: Extena Doors Subcategory. along Exterior Door A urribaes Colnpiance Method EreNation Report tom a Florida REgiviered Arnhlmd ore U-sed Flontla FI,Q 012Aa Prof -lone Engineer products Attie Redua ModN. 11mbK or Name 1 SERIES 420 ALUMINUM SW 2 SERIES 420ALUM(NIU M SGO 3 SERIES 420ALUMINUM SM REINFORCED 4 SERIES 420ALUMINUM SOD REINFORCED 5 SERIES 420ALUMINUM SGO REINFORCED Qft lyg version Manufacturer RWam 2020 Wayne-Oaton,a dvisbn&Ovemead Door Corporal. Calpay: Extenx Doors subCategan^ Stational Exterior Door Asserhbllas C.rmllance Method: Evaluation Repro tram, Florida Rsglstr. d Amhfl*t ors Ucrosed Flonds Professional Engineer AMA Proaxt MohL MurbM or Nana 3 8000/8100'8200#1105 10 8000/81OM200#1123 11 80OMlOW8200 #1124 Florida Department of Business & Professional Regulation Building Codes and Standards ProductApproval Application Detail Pop 1 d 2 I rrZ21 rnmror Qata 291 DR.P.rltana 1n contact EndmrBucaae validated IN yaltgwY submitted FBCAppmsal a-r-sid ail Bret ShImM Luis Roberto Lomas Siren M Unch. PE 10N82020 10106/2020 IMM020 12JISW20 Apprwed (717)355-3300 PE-u514 (?17)317.8434 bsting.,arniwd-tarn Prockon saeun SERIES 420 ALUMINUM SOD OXO Quality Assurance Cgnaacl !gagon Due 1213112024 Agmo"elfor Uso Approved In HVKZ outside No fa use NVNZ Yea )gam( Eerier No DesignDlW P ress re N/A 14&U"qu.1 x80&gsot: NOWREINFORCED SERIES 420ALUMINUM SGD OX XO.X` 12A1n024 No Yes No N/A 96&qud;x80&quot NON -REINFORCED SERIES 42CALUMINUM Soo REINFORCED OXO 12131no24 No Yin No WA 145.3/44qud.9811qud: SERIES 420ALUMINUMSOD REINFORCED OX 1MI12024 No Yes No WA xo. XX 9%quorx96&quot SERIES 42CALUMINUM SOD REINFORCEDXXX /Z012024 No Yas No NIA 143&ged;sa9&qud; Florida Department of Business & Professional Regulation Building Codes and Stands rds Product Approval Application Detail Pass 1d2 IM021 ldeib a 291 2M Dat. pandtiat 20 Confettiteboiara Ulwnsa vaimmod sir rSL&nitod FBC AMbmve Approved Am& owayne Kanlsh John E. States Jeffrey P. Arneson, P.E. 10/1212020 09l2WM20 102342020 12/15/2020 APPrOved (330)783.8121 PE-51737 (W4)821.5200 dkomiMb@wayn"Mon c M CLAM, A,- Produd Descnpdm 12/712(123 CAP 9&i3S: Ms. ridth. 14U39: Max height. Glazing Amravm for Use Aoorovad for Use Impact Dalian an NVXZ assistant Pressure tic Yee Yes -31.00/-35.00 1"labk In top or InI'm*dlee seetan 168,139. Max width. 1"4439. Man hoot.(aaan9 12131QQ23 No Yee Yes .3*00A3350 awlist Is In top or intermodlate sedan, 16&tt19'. Mexwldh. Owe,, Max height Gong 12/312023 No Yes Yea-34.40A36.30 evalable In top or intermediate sealos Florida Department of Business & Professional Regulation Fees, I or Building Codes and Standards IrNiU11 Product Approval Application Detail raft tetra Qe11 .=1 One pail ..�AID ]Yap Version Manufacturer Coodect Endmr&Llcrose Valuated Of Validated Submitted FBC AODLgwit &arm Revision 2020 Canes ONlslan01AAD0. Inc. Tom Raillery ILL LLC Troy Bishop, P.E. 12f102020 12A1(2020 12212020 Approed CMegw. Exterior Doors f641)494-2013 i.954)S47-0880 aubCategOry: Exterior Door Components t- all"Gisssabl.Yca Carpllanta Method CMltleallon Marc a Listing in Flaelta37.aa Praduds Quality Assurance Apersvedfor Use Approved for Use Impact Design sop# RoduaMotle.Numbrrl6me per(-�ypp m� a,tWdDAVKZ 11aiLLt:o[ Etgisrs 1 607. ?07. 72?; 7d7. ?57. 7?7, end 847 Single and Pain a math. Glazed, and Louvred shgle and pairs or 12012025 Yes Yes Yes N/A Doors holm natal door. Florida Department of Business & Professional Regulation Pagel or Building Codes and Standards s2oz1 Product Approval Application Detail Carla LsMIN or Gate sled. Data Penitents aide yvffi yissoc Manufacturr .dLLI YalMaet Sir Yalu= autimittad F6C Arrmwal Am8mx9 matus Revision 2020 MI Windows and Doors &ant Stanger Aeneman Archeeotu al seven M. Uran, PE 1111?MN 1 if172020 11/27/2020 Approved Category: N4ndows 1717)365-3300 MenufictarspoSimon 1717)31?-8454 aubCal4pdry: single Hung baarngeromi.d.00m Compliance, Method: C4nNcalim Mark a using haduet Model. Maher a Norm � Amoorad far Use Aoormted for the � Alsthgoduid D a tarred 8xel atlm DMe In HYM aaNdir lit L'leasua. 2 188 SH 52X72 FinlFlenge Frame IGPSG Single Hug 10/662023 No Yes No +601-s0 LaminatedGlees N C/) }a U Q� 0 c:)_ o 3 O C CL kA C O Cn O O O W O U_ o ccnu E 0 0 2 „0 .� ��2/0 V) a Z Z W J 1 CZ CD Cu u 'p W L C f0 C) N -o m x C ll cx- N r0 O E� t 3 M _ 3 fD Oct ae .n N Ci -M GE coo (L U rO U) L. CD E'allessaill <D O 0- O ^ r1L LIB U S� CL W U CV m CL I- O LCU W Z J Z Z Q J SHEET NO. PA 1.0- I I 1 -1 1 1 1 I 1 1 1 1 II 1 IN I I W U Florida Department of Business &Professional Regulation Page its Florida Department of Business & Professional Regulation vge t r1 Florida Department of Business 8 Professional Regulation Pop/ r1 Florida Department of Business 8 Professional Regulation pogo i r2 Building Codes and Standards 1252D22 Building Codes aril Standards 1&.021 Building Codes and Standards 1W.021 Building Codes and Standards tram2i � O -t--a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Q O OEM, Pendfnd - - - - - - - - - - - - .. Cu 7m Gotle Version Manufacturer Entity or rGo �taa Enalne er a. Llcanse VeUdatetl av 20 Validated R& Submitted Dabs FBC Aneroval Approved Status �l 21a all ) tilt �S �or 2& � �ffi Ss9e MarnsP Hunan Ennm or Endnaxa lJeassa vaxdatod ar mot D 1 tote PaMng DU I Rwiipn 2020 Therma-Tru Cprpaveon Steve Jasper— Lyndon F. Schmidt P. E Ryan S King PP. 10)070021 0£Y18f2(Y21 10113@021 12115=1 Approved T1g! version Manurnturer Sontag Ibwhex a uoenp VMI&atod av vaild tq Ltd FBC Approve! APpr41� 3� � Vale- �t End,,& Lba s, Validated w V� submitted FBC Appmv.l apg@ved � Iva V fimtul )famed SJed➢.98g E@GE�l �i V�/ +� y/ Category: Exterior Doors (8DO)843-7628 PE-43409 (813)767-6565 Affirmation 2D20 PGT lndualries Jane Roa—ki Meml-Oade BCCO -CER Meml-Dad•BCCO -VAL 11N52020 lV052020 11n12g20 Appro+ed Revision 2020 MI lMndan and Doors Brent aftiniger American NG,iedunU Steven M. Unch. PE ima2020 11b062020 1pna11020 Ap.—d ReNsion 2020 MI Windows and Dori Category: Windows Brent9tlryer Amsdcon Archkedural Steven M Unch, PE (117)395-3300 Manufacturers Assoelatien 1717)317.8454 1122/202C 11222020 112&=20 Appawtl aae��rEEEaa!!! `tom —cu subpilandly:Stinging Exterior Door A.froma sjaspereorn�thennaru.co Cat Who— eg•ry: (941)48Mi00 (786)315-2590 )ro9a•'.M@pgUndusme..e eOorY: Cat Windows I717)395.3300 M.nulct. .A. --cunt (717)317.8434 bsromperomp•,d.eom d ouanger mhM.com I`+J `V Copp PIlanOs Method: EvslusUan Report aroma m auhCategpry: simple Hung Cn.VIJ mat Method: CertilMbon Mad or LJsang om eubGatelFry: Horizontal seder Compliance Method Certification Mark or Listing _ Compliegory: Method: Method: Cert etion Mnd or billing O Q Florida Registered Architect or a Licensed Florida L. •O PUR2D&Bt-RT Profeasianal Engineer Proeuefs FuIRM- loroducts Oualw Assurance Aproved tit Usa Approved for Use GMlttv Aaturarna Aoorovedf«Use Approved for LYe IMpgpg D FLaiSL9_R74P,00,9slWcrr L8�8� Approved r«use Approved t«fine mL ai = gygllpLAgYg( Approved for idle Approved for Use impact Ceakon Swa Radud Model. Nupper r NegM ProdKi Oescnppwn Conrad tb lratlm Dale �ffi in outside HVHZ Ite"am g�ipg pressure Anna product Mom. fames r Noma cL26H1pYpo � in HVHZ Resistant gs—ro BwM Product Modem. Number r Mama Product Desulmbn contract Entrench Date In 1! N4 out" NVRZ � n O 3 X Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 SWSSW,Large Moose onpad) Vary) single Hung Wndor 07'30=25 vn Yes Y. N/A 1 HS 186 An and Flerg• Frame 73M In-kd d Gees 02tiOC24 No Yes No •551-55 1 Is$ PW 73 x 72 Insulated Wass 04032023 No Yes )Jo +6d-60 }ate 1 a Therma-Tru Fiber -Claws and Sm ocith-Star Nominal 8&a38:13 quotNon-ImpaoAquot Opaque 12/3112022 Single Dow No Yes No NJA O `v 4� O Composite Edge Fiberglass (InswingJOutswing: X configuration) E O 2 b Therna-Tru Rber-Clasis a and Smooth -Star Nominal SU30:8 &qur;Non-Impar&quot Opaque 1213112022 No Yes No N/A L Composite Edge Fiberglass Single Dow with U) .N..a Q Sidelkes) (InswingfOutWng; XO, OX a OXO O ocnfigurolie nor) NJA 3 a Therme-Tru Fiber-Castic and Smoot -star Nominal B&039;8&quot;Non.lmpad8quot Opaque 12f3112022 Fiberglass Composite Edge Couples Door Will or No Yea No wmoutSeWitm(hhe rVIOutsmng:)(Xw0)0(0 configurations) 4 d. Therms-Tru Fiber -Classic and Smooth -Star Nominal 7&p390 i quotNon-ImpactBquot Opaque 12131/2022 No Yes No NJA Composts Edge Fiberglass Single Door inewrg/Outawing, X configuration) 5 e, Therma-Tru Filler -Classic and Smoodr-Star Nominal 78939;0 Iti1uec Non-Irrpact&quot Opaque 12/31/2022 No Yes No N/A Composite Edge Fiberglass Single Door with SdeLee(aj (InavnngfOutsviing; XO. OX or OXO 6 f. Therma-Tru Fiber -Classic and Smooth -Star configurations) Nominal 8&k39,0 &quotNon-Impad&quot Opaque 12r3172O22 No Yes No NIA Florida Department of Business & Professional Regulation Fella I al Florida Department of Business & Professional Regulation Page i ri Florida Department of Business & Professional Regulation Pop I ri Composite Edge Flberglesa Single Door Building Codes and Standards 1,32f21 Building Corks and Standards IP512021 Building Codes and Standards 1rG7D2, Onsw irg70utsweg; X carifiguration) 7 g. Themm-Tru Fibs.C*A— . and Smooth -Star Nominal 6&F39;0&quotNorF mpad&quot, Opaque 1213112022 No Yes No NJA Product Approval Application Detail Product Approval Appileation Detail Product Approval Application Detail Composite Edge FibrglaasSingle Doorwdh Sideliol(s) Onstirg+0ulswing; X0 OX or OXO - r configurations) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nomnal 69k39;0 &quotNon-I mpad&quw: Opaque 12131=2 No Yea No N/A � - - - _ - — - �, ., - - _ - _ _ .. _ -�sa..�� .,. _ _ .� - .._ �•..._... ._ • .... - - _. _,- - _ ._ _ _- CompoaMs Edge Flbargless Double Door Lvmh or �6 = �' a �Y! mv.EfOd04 1Mt! C� Eight or !fit 2" l�f.PJntlled no � 28{E 2lu.Bm9m mta Wti1wn Sideli t s, OnsvMgJOutte irg; XX or OXXO ]k� yd MmWaeturer contact Emkaeer&ucerne ValkidedW Validated g5 fBCAmrovd A,—,d jzg Version Nr f.cturer contact End-,61.1cenae Validated as Yitlt+ FBC Approval Agoroves! add Tim Version :Manufacturer Contact Engineer &Ucense Validated By Validated submitted FBC Approval Agproved 9 i.Therma-Tru Fiber -Classic and Smooth -Star configurations) Nominal 89k39;8&quotNon-I mpact8quot', Glazed 12/31J2022 No Yes No NIA Affirmation 2D20 PGTindusmes Jena R—dd Mami-Oede BCCO-CER Meat -Dade BCCO -VAL 11/05,2020 il105M20 11MI12020 Approved Revision 2020 Ml Wndoxnend Doors &ant Stanger Luis R Lomas. PE Stevan WIL Well, PE 10A82020 1CVW020 10JIM020 12/1&2020 Approved Affirmation 20M PGT Induct— Jens Rosomski heeM-Dade 8CC0-CER MIsml-OadeaCCO-VAL 11A1M20 11105M20 1111112020 Appreed Composite Edge Fiberglass Sing is Door Category: Widows (941)486.0100 (786)315-2W Catapray: Windows (717)365-3300 PE-62514 (717)3174454 Catapoy Windows (941)48"100 (786)315-2590 OrnsWn)g/Outswkpn; X ocnfguration) 8u1iCat•gory. Fried Iresayski@ppinduemes.c alueat.gory. Muams bsmnger@miwd.com subcategory: MuBnw )mawrildepgtlndusmeec 10 j. Therma-Tru Fiber.Classic aril Smooth-Sbir Nominal 6&639;8 &quotNon-Impacffiquot', Glazed 12/310022 No Yes NO MIA Cpnpllanee Madi Cemleaaon Mark or Lk6ng on Compliance Method EwMatlm Rapport tom a Co"[)WM IA hM: Ce till low Mad M Uwno om Composite Edge Fiberglas Single Door Wtn Flodde Registered Architect or Umwd Florida Sdelne(s) (InsWng/Outawing; XO, OX w OXO FIi2434mpLodaem Prefesalonal Engineer PLA M4t13 Products configurations) wales As— Aoroved tar lice Approved to Llat aralw As— Arawedtit Uae Amrwedrr lh. 11 kTherma-7ru Fiber -Classic and Smooth -Star Normal 6809.88quotNonrlmposo quo, Glazed 12312022 No Yes No NJA Product Onimnivition Conrad Emhatl-oatr !l9P�i outdo. HVHZ Rem Da✓� prou tf�t it" a Roduct Model. Number r Noma Product Description Conrad FJmlralm Date In HWZ $ YSM� giesi Composite Edge Fiberglass Double Dow with or connoUtations) (InBwirg70utaWng; XX Of OXXO At" S Product Model. Number or Name PW-55201E Missile lm sdl ergs p w Fixed Window 04402025 in,HVHZ Yee Y. Yes l , N/A Wsiw A— fares AA—ved fr Use Aavpved far the � )� 1 Muamsfr At Doors antl Wlndae5 Aluminum Muforns 05262028 Yes yes Yes WA 12 L Therma-Tru Fiber -Classic and Smooth -Star configurations) Nominal 7&k30;0 &quotNon-Impact&quot Glazed 1213ir2022 NO Yes No N/A il1&a 2 Redur M,adel. Nunhr r Hupp. 576d Prodw Product Delotbn Comas EnMwatlrh Dale Verbal Numir u Minion 12Rf2024 d((� $aim No Yes Hem Y.e �(((& NIA Composite Edge Fiberglass Single Door OnsWng/Outswig; Xconfiauration) i3 m.Therma-Tru Fiber-Classicand Smooth -Star Nkxninal 7&*39;0&quot;N.,Impedaquot Glued 12310022 No Yes No NIA Composite Edge Fiberglass Sing Is Door with Side)ite(s) 0 n"rg/Outawing; XO, OX or OXO configurations) 14 n. Th.—Tru Fiber-Ctessb and Smoom.Star Npmhal BU32:0 &quotNon-Imp2dffigU0t; Glazed 123112022 No Yes No NIA Composite Edge Fbwgl=Sing le Door 0n ngrOutcwhg; X configuration) 15 o. Themra-Tru Fiber-CFassic and Smooth -Star Norm al 8&N39.0 &qupt:Non- mpact8quot Glazed 1231t= Nib Yes No NIA Composite Edge FibergkaesSingb Door with Sidelite(s) OnsWrg/Outsviong: XO, OX or OXO Florida Department of Business 8 Professional Regulation passel pit Florida Department of Business & Professional Regulation Page 2 of Florida Department of Business & Professional Regulation Per I ere 18 p. Therma•Tru Flber.Cbssk: and Smmth-Star configurations) Nominal 8&039;0&quot;Non ImpadBquct; Glazer! 1213112022 No Vas No NIA Building Codes and Standards trawl Building Codes end Standards t09/2@t Building Codes and Standards 115=1 Composite Edge Fiberglass Double Dow Will or without 9idelites (Ins innglOutsving; XX or OXXO Product Approval Applicatlon Detail Product Approval Application Detail Product Approval Application Detail 17 q- Themit-Tru Fiber -Classic and Smooth -Star configurations) Nominal 88k39;8&quotNor-Impa#8quot Opaque 1231 t2022 No Yes No N/A - Conpoalte Edge Fiberglass. Sing is Door with - . - - - - - - .,,, - - - .. - - . _ _ _-,: -_- -- Transom(Insw riggXAswing; O/Xconfiguration) _ _ r _ - - . - _ - _.:.- ' '•"`. - - _ . . - .-'- _ .. - .. .-. - �_ - - -t—. .. _ - . - - __ - .. ._ .. - - .= of _ . . , _ —., •.- .. _ . :_-_ -` _. _ _-. 18 r. Therma-Tru Fiber -Classic and Smooth -Star N ormne1 88k'39,8 41,quothfon-impar8quot Opaque 12312022 No Yea No NIA 1491 P.m11Y9L in QlYL 2M3 Data PatMng $e i49! FatDt41 �! 2$3 Oat pending mot 9811h FyItlN r I291 pats Date Pmdpp mat Cornpmte Edge Fbergless Singb Door with jvpd Version g! COIYa.•t Endrur&Lirane yygg{�„� y FecAmrnwl agSgYEg $�tS 7Yga Yffi)on Manor -writ Enodru raucaws y) ( y)�Iglglj r FBC Amrovol ,,gggy&q Iyg � Verson contact Engineer L)cerm Validated ad yal(pgpq Fla FOC Approval Approved Sdelde(s) and Transom (Irl.vdrgJO ta,4ng; O/XO. 01OX ar OJOXO eonfigunbwls) ReNsian 2020 James Hardie Bulking Products. Inc. Chad Derck. V. Andrew Tn. Jahn BOUthnrd, P.E. o1A5/2021 12/142020 0I)M021 ping FIRC Apor, RW_ 2020 Alelde Nick Thempsm Lyndon F. Schmid, RE Ryan J. King, PE 02n5M21 02/152021 02=021 W32071 Apwoved ReMsbn 2020 GAF literalist Stu h Robed Meminen John W. Kneieidi. PE 0,262020 0021MOZO 10IM020 12/15/2020 Approvod 19 a Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&09;8 &quotNon-Impact&quot; Opaque 12131/2022 No Yes No NIA Catepery: Pant Wells (909) 545.8359 PE-8102 (352)367-2526 Cd.pry: Pend wale (330)922-2389 PE43409 1813) 767-5555 Cw•pry. Roofing (400)7fi6-3411 PE-50166 (954) 7725224 Composite Edge Fiberglass Single Door with SubCategolr. Sdng surcatrgay: Semb nthrxnpeo &Iside.ean Subcategory, Asphalt Shlnples mstieh"arf" om nj Sidelibo(s) QnswinglOutsWn9; XO, OX or OXO Corrpllance Method: EyaUation Report born a esrn Crrpli—Method: Evaluatien Report from a Compliance Method: Evdudion Report from a Continuous Head and 911 eoneguratira) Flame Raglstered Mchited ors Licensed Florka Florida Regleter•d Mchlfect are Licensed Flodde Flodde Registered Architect or a Licensed Flonda 20 t7herma-Tru Fiber-Gawc and Smooth -Stir Nominal 8&939,0 &quotNon-Impart&quot Opaque 1213112022 No Yes No WA Prressland Engineer Professional Engineer Professorial Engineer Composite Edge Fiberglass Single Door Wth FtltgtL mFr.dade Sdelite(s) Onswing/Out:ewirg; XO, OX a OXO FLJ131824W Apdude FLOI W?2_R5 Reduds Continuous Head and Sill cordiguraDens) Oumnv Assurano Approwdfr Uat Approved for Use bripm Design taWw Aserarce Aproved for Use A-,-W far Llae I Dadm Oualav Assurance Approved for Uaa Agpleved Tr We ) 21 u. Themes-Tru Fiber.Cassk: and Smooth -Star Nominal S&M.S uotNon-I not Glazed 1231f2022 Ap rcgle No Yes No NJA 1291 Product Model. Hmba or Name Product Dewtpon CaMact llmkMlm DYa out" HYNZ R lltMN_IL �taBt inn aq a Rmud Yod.L Muror r Nema Ra4at Dexrh>nm contract omtrdlon pa• n HVHz Dutmd• NsmZ aaetMaat tRnwn itgP Rodud Yodel. Number r None product dscriotlon contract Fidnsi Date 1. HYMZ ChddJa[.HVlE @ldMaC6 PQN814 Do Composite Etlge FiDerg lase Single Don sApS Sidelse(c) QncWng/OutsWng, XO, OX v OXO 1 Cempieok Lisp Siding ibex -anent lap siring 121312023 Yea Y. N/A WA 1 a. &qur2T&quot Sofa Vent a Sold Vrryl sofa 1231/2023 to. Yes No WA 1 GAF Asphalt Root Snrgles Fb".. reinforced 3ieb, lenamt id, 5.tah end I Z 162022 No Yes N/A WA Continuous Head and Sill configurations) 2 HardePlenit Lap Sting fiber -cement lap siding 12012023 Yes Yea N/A WA 2 h &pidAllbnce 74aqud: Somd Vent or Sc id Vrryl SrM 17J312023 No Yes No WA hlphkge When shingles 22 v,Therma-Tru Fber-Classic and Smooth -Star Nominal 8&939:08gwt14on-Impad8quot Glazed 1231/2022 No Yes No WA 3 c.aqud:G7embrlar Mintso. Bsadedaa3g: Sofa Vent a Sold Vinyl Sera 1231rZ023 No Yes No N/A Composite Edge Fiberglass Single Door %nth 4 d LqudAS&qunt Sint Vent or Sold Vtrryi saint 12r312023 Nov Yes Nor WA Sldelea(.) (In Wng/Out9Wng; XO, OX or OXO 5 a Aqud:Charter Dak&qud; Soffit Vert or Sold Vny1 Bala 12/3172023 No Yes No N/A Continuous Head and Sit conflguratWre) 8 1. &qud:Super Spai4quot; Sian Vent or Wid Vinyl Soil 12nl=3 Nib Yes W N/A 23 w.Tterma-Tru Fiber -Classic and Smooth -Star Nominal 6&a39,8&quot Non -I rrpact&quot Opaque 12I3l/2022 No Yes No NJA Composite Edge Fiberg lass Door Panels With Vented Sidelite(c) Onswrig/Outswig; XX, XXX w XXXX confguration.) J 24 x Therrinui Fiber -Classic and Smorh-Star Nominal 8&E39;0&quet Non-Impact&quot Opaque 123112M No yes No NJA Composite Edge Fiberglase Door Panels with Vented 711 S)delde(s) OnstingiOutswig; XX XXX or XXXX C configurations) 25 y. Them -Tor Fiber-Clas.losnd SmoothStam Nomial6&a39;8 aquotNon-ImpactSquet Glazed 12J3112022 No Yes No NIA Composite Edge Fiberglass Doer Panels VAt1 Vented Sidelito(s) onswingrolaswig; XX, XXX or)OW Florida Department of Business & Professional Regulation page 1 of 1 Florida Department of Business & Professional Regulation pop I pit Florida Department of Business & Professional Regulation Paget ri .._ configurations) Building Codes and Standards laerm1 Building Codes and Standards m 7n21 Building Codes and Standards 1e1202/ O 28 z. Therma-Tru FoarClessicand Smooth -Star Nominal 8&p39:0&quot Non-Impact&quoL Glazed 12131/2022 No Yes No WA •�'• Composite Edge Fiberglass Door Panels vNth Vented Sidel&e(s) Q nsWngiOutswrg; XX XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 IJi 27 m. Therma-Tru Fiber -Classic and Smooth -Star configurations) Nominal 6&"r 88quot Non-Irtpam%quot Glazed 123112022 No Yes No WA _ - - - . - - - - — -• - - - - - - - _ - - - - - _ _— - - - - - - Composite Edge Fiberglass Single Dow with W39D - _ - u - .. s_ _tJ - - -- a n q SidellMs) Onswindy0utsvtng; XO. OX or OXO _ _ _ - Entity or _ _. 2ffit 291 Date Iseldm gt S,-g4t Entity or mu 291 Date Foram RM S.t9! ErAW or 2" Dots Date pendro jgate C r9 J N 28 zo.Therma-Tru Fiber -Classic and SnnothStar eontlgurabons) Nominal 6M30;88quot Nan-IrWgl&quct Glazed 12J31/2022 No Yea No WA iC1L Ito& Verb- Marshall— contact Endneer&Llcrose Validated ore yilitiaed FIQARWRvd Agdd agn ➢m VeulgD )t una, �t Endrwar&License 1 Vowed mlmgsied Fltc approval A(g&pnd HIMin. IV" V-1— Manutectufer Conrad ISMasera ucwa Vaildated By Validated SLWpittad PNC Approval A r� slat- CL_- Composite Edge Fiberglass Double Door with ReMsbn 2020 TAMKO Building Products LLC Kern Eden Robert Nkmrirlen John W. KhezeAc h, PE 1OM42020 OWS2020 1an220N 12/1Sr2o2o Approved Revisits, 2020 L.V. Thompson. Inc . dba Thompson Archdectura Tony Chrietmen Zachary R. Priest Steven M. Urch, PE own T2020 09n62020 09222020 12J,5r1020 Appresed Reuaim 2020 Flodde Metal Product. Inc. Clan Jones James L. Sucker. P.E@ Steven M. union PE oarl?r1020 0921IW 20 10)042020 12/1rtr1020 7Wprwed ern © a" U08;09idelitesOnswing/OubWnuOXXO Category: Ropang (4171024-66" PE-59166 (954)772-6224 Mates Compny(TAMCD) (813)248-3456 PE-74021 (?IT)317-6454 CM egamin Rooting (904�783-8100 CBUCK Enyneerkhg (717) 37?-8054 C1 O L gpfhfigufati0n) SuhCatppry: umen.ymans kem edan@lmMa.mm Category: ROutrg Ieny@pmM.kodhg.mm Integral Ravin g Mel ere m pair emcocoos PE-31u2 O 29 zo. ThemM-Tru Fiber -Classic and Smooth -Star Nominal B&k39;0 &quotNon-Impact&quot Glazed 1213112022 No Yes No WA Compliance Method Evauadm Report tom a auibrotpory: Rco1nq Asceseries that seen Part Ling system Integral Pan afihe Reding system N X Composite Edge Fiberglass Single Door with 38k39;D Sidatte(s) OnawnOOutmng; XO, OX w OXO A.M. Regiaered ArrhBed ors Licensed Flrld. Irrispral Part print Rmeng s/sum Cortpll—Method: Eveluelion Report from a Flodde Registered m N COflfigUf dtons) N. Yes No NIA Profess-1 Engineer ca pIIMhM Method EV.uetlm Report from d Flrga Regrgend Architect ra Licensed Florida Archiled r a Ucensetl Andes1= Professional Fngner s /y E 30 zd.Therma-Tru FiberLiassic and Smooth -Star NomrLal8&M39.0&quotNon-Impact&quot: Glazed 12312022 Edge Flbrgiaw Double Door t.i Professional Engineer C O CorrnP-ite Huth 38239:0 Sldeltes (Incvving)Oulewing; OXXO 0-libi Astu— A--d f« use Amovd fit Uo ltDl✓red ! FLSIM84O Radure rp configuratlon) Alprovedforllar Appravadfar Use imposcli 229Mi 31 ze. TYuemne-Tru Flber.Gesalc antl Smooth.Slar Nominal &quotNon-Impact&quct Shaker 1231/2022 No Yes No N/A Sae! Fmdud Moat. Numbs r Name Pffiai- D lD-yes 1!Ctt8i4 orallr,,WtklD !w«owdfr Uae Approved iw Use lum Dollar 8w a Red -I Yodel. ramhrrthme Contract Eadnllm Dale k1 k10 i WA y d3 i7 Serbs Composite Edge Glazed Fiberglass Singb t TAMKO Rod Underlayments (HVF4) Rarundeiaymenlf tit usein FOC HVH2 O6292023 Yes No N/A No WA sloop Rmur Modat.Mmbrrwm. pip cgI3Ia6,F➢tle jaFMY $IWtll.fl�li $)�( pa&� 3 3-FLAMCO &glat:RV lO RIdge Yen6qud: AUminum RWge Veins tam pAChed noel. TeDriMtetl /2/31202! Nib Yes No WA O •� U 01 Dcor with or without U#30;2 Sidelte(s) Ilaladedene. 1 TAMCO Fla Top VMl wain Oahe it T1e 26 go. static r-ivemilator elpn Dame 028 Yes Y. NIA WA from 0.025' Nunn— % C Gg d (Inamng/Outswng; X. OX XO or OXO eonfigurahons) 2 TAMKO Rod Unde t yments (NOWHVHz) Roof undeda t.W use h FBC n--HVFR 062B2023 Yrmen No Yes NIA NIA 2 TAMCO Oao.enack Van el, Vent oltmr ZO pa. 09NB202e No Yes N/A +0-52.5 Inc 'T >' lunsdricns. 3 TAMCO 011twRIdge Roof Vent with Bale 26 do. static roofverrlfator with Integrated bamle 09M2M Yes Yes MIA WA ors Q so 4 TAMCD Round Tap Off -Ridge Vent with Bale for ale 26 ga. static roolYenbiator with tame 09982028 Yes Yes NIA WA C E � O rZ 4.1 of Florida Department of Business & Professional Regulation Pag.1 a Florida Department of Business & Professional Regulation Pegs 1 era Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business and Professional Regulation Building codes and standards 11712021 Building Codes and Standards ,n2D2, Building Codes and Standards 125022 Building Codes and Standards 3/15/2022 Product approval Application Detail Product approval Application Detail Product Approval Applkatfon Detail Product Approval Application Detail - I .. p - - . _- i 92a Ila Version Manufacturer Eray.pr EaMher&uu-eruat VNditd By 20 292 OdePeldop Validated Sudriftwil FaCAoturi A —lied status. SBae Vruugn - ManuF.Wt raYlgLor Called Erwinwa uMroa Validated ar pus Bit oat. Pod- Validated Submitted FBC Approval 20 !gy(gE Code j,�y version Manufacalrsx _ .6 .. E�It _ Condim Emiihow& License Validated By Date Dele Pending Date. Val dated Submitted FBC Approval Approved slatug ' FLN6259-R31 Revision 20M Lamne. Katrina Jet" James L Buckner, P.E Steven M. Urlch, PE 11232020 I i232020 llrWC20 ping FBC Appr ReNelon 2020 Ban1 Roofing Anderson Rabin IAPMO Unions &.1t atkm Gary W. Walker 1111332D20 11/022020 11IM2020 Approved Revision 2020 Global Protection Products, LLC' Tlm Robinson Walter A.-nit Jr., P.E. John W. Knezevich; PE 09,1)82020 09A 2020 10I0tf202(I 12n572020 Approved Cf2de Ently, o 21111111 20 Q, j]g�t$ Status Category. Redding (501)983-6163 PE-31242 (717)317-8454 citapory: RrAng (801)380-"ll SerAosa LLC (205) 654-0160 Category: Shutters (954) 080-7545 PE-44167 (g54) 772.6224 y� Version Manufacturer Contact Engineer& Validated BY meted emitted ftod it ARDloyed Approved SubCatafpry. Roping Accessories that are an Pen Roofing System galley@lamenrn Hupp SubCategery. Roofing This CompuaV..Mathod:EvduatlmReproNoma RcbinAnderson@bral. co m Subcategory: Sham Panels compiianteMethod:EvalustionReport from timrobinsonQgppemtcom Revision 2020 POLYGLASS USA Maury,Alpert, License John 10126/20201012212020FBC 1211512020 Innegral ofthe I:mplianatMMh.d:EalndlonReport horn . Product EvnluatbnEntity a Fertlas Registered Architect oraLicensed! Fkcrba Category: Roofing S95423313305malpert@polyglass.com RobertNieminen Knezevich, PE 19RRL45tet Floral.RegiieredArchltectraLicensedFlonida Professional Engineer Subcategory: PE-59166 (954)772.6224 11/01/20M Professional Engineer El!`M94"2Product, FlllOWNS-R&Products Undedayments Quality AssrMece Approved for use Ancroved fit use � Design Quality Assurance Approved for Ufa A211=9far Uae Compliance Method: a Approwdloruse AoorovedforUse 1mlatg Dom iLaB ,6 Red d Mod. Mmea r them. Sareny-SMka.S.Ie,CountrySate.51tptlEgfat Roost Oder lmo l g pgp FiatPpile-Oenver,c0 12rl=0 In NVMZ Outside gym No Yes g WA P—no WA SegA Product Model. Number orName � �gD Product Description Contract E)mlraaonDaft in HVHZ OutsideHVHZ Resisrard Pressure Evaluation Report from asD Yens Product Mod. Number or Naas gg�ryLUW Fs�.nMcrttp�a In HVNZ outside KVKZ PosMYlt PAS— Thatch &amp; snp.d 1 20 Gage Galvanized Steel Storm PaneMlIHVHZ Corrugated Ga Steel Storm Panels retired 1231/2022 Yes Yea Yea MIA aFbridaRegistered 1 Deck-Air"DAdorTRHBuiN Deck-Air-4 Low Pmdis,PdypropyknaReetic,RooiYent 121102025 No Y.No -97.5F57.5 17 . Saxony 600 -gateSlake temp: SPIN Snake FIN Prdb- SfrMm.CA 12/312020 No yes N/A N/A to prow or not by trades lapovidehUmcaMpnCtection. 'elloossalf Architect or a Licensed Mechanically Attached to Plwood Deck. i6 5 Saxony S00-State. She&. A-9; Split Shake Saaony 700- St aka, Sete &emp; Sal„ Shake Flat Prole. Risk.. CA 12l31r"I) FleJ Pmill.-Strklon, CA 12l312020 No Yes No Vee NIA NIA N/A N/A 2 24 Gage Galvanized Steel Storm Pane1s1NHVHZ Corugated Gatranized Steel Storm Panels retained 121312022 No Yes Yes NIA /11 Florida Professional ZD 27 aermy 700- &beke, Sate aemp; Split shake To].. Esp.r. / Be ..I.. Flat Prdb - Rlelic, CA 1MI/2020 I1gh Prole - Katy. Tx 12r32020 No Ye. Nib Yes NIA NIA NIA WA or not by Vacka to p pv de hurckA e p otect on �{J �a [VE/7 Engineer 28 Nla LarPdte-Katy TX 21J12020 No Yas MIA N/A FL#6269-R31 Products QUal tV Aawram Approved for Use &g2MMy%d for Use jilifiligia Soak Product Model, Ntarnber orNat7w ProductDeacd ion Contract ESSratlon In HVHZ Date outside HYNZ $grsista,Y Pressure 1 Polyglass Roof Underiayments Rooing underlaymerts 10121I2022 No Yes NIA +NIA/422,5 1 Polyglass Roof Undertayments (HVHZ) PolYglaw roof untdenaymelds for use in FBClM3I2023 Yes No WA NIA ``V HVHZ jurisdictions. 2 Polyglass Root Undedaymems (non-HVHZ) Polyglass roof urrderiayments, for use In 1Y23r2023 No FBC man-HVHZ jurisdictional. Yes WA +WA/-6Z2.5 O Florida Department of Business & Professional Regulation Page 1 r 1 Florida Department of Business & Professional Regulation Pep 1 c1/ Florida Department of Business & Professional Regulation pope 1 art j 1 Polyglass Root UntlettymMts (HVHZ) roofiondengymeMsfor use in FBC72/232023 Yes NO WA NIA BuildingCodes and Standards 1252022 Build! Codes and Standards t/lMJD21 Building 0 a Standards tn2nzt L� HVHZ HVNZ Iudadlctlru. 2 Polyglass Roof Undeftayments (non-HVHZ) Polyglass roof urdenayments, for use n ImardC23 No FBC non-HVHZ jurlsdiatlorts. Yes WA +WAI-622.5 Product Approval AppllCatlon Detail Product Approval Application Detail Product Approval Application Detail fir\ 1 Polyglass Roof Underlayments (HVHZ') of Polyglass rod underlaymerits for use in FBC121232013 Yes No N/A Ni �i is HVHZ jurisdictions. - 2 Polyglass Roof Underlayments (noon-HVHZI Polyglass roof underlayments, for use In 12/232023 No Yes WA +WAI-622.5 Entity or 211 pgts Date Pending EDfIkor 20 tit Datependne put a",pL BXI 2M Data pori 20 FBC nor,-HVFIZ judisheinne. Type Version Manufacturer contact Engineer&U.ealae Validated av Validated Submitted FBC Approval Approved Statu Version julogilliggigar contact Enclooss, Is useare vasdatw ev yatyd2g submitted FEIC Ammvd A—,d Alm y(3111 version Manufacturer correct ydMrted a, Validated submitted FBC A --.I Approved any L 1 Polyglass Roof Undedayments(HVHZ) Polyglass roof underlayments for use In rs=1232023 Yes No WA WA Revision 2020 All American Shutters and Glass Mks Barbieri FrankL Bernardo, RE Troy Bishop, PE. lOrM2020 10/15r0= 11 K&2020 12M 5=20 Approved Revision 2020 Alpine Glued Levis ICC Evaluation SpMM, LLC Wlaar, M. Ranter. PE 101312020 1W212020 111(352020 1939202D Approved R.N.lon ZD20 Commercial Crrde Productslnc. Rrbest Gifts Samuel A. ist"iberp John Hoy IZMB 020 12MV2020 12rZWD2o ding FBC Apr. !Vl HVHZ jurisdi lions. Catag4sry: Shutters (561) 712.9882 PE-0046549 (954) 947.0880 Category: Structural components I—. Prates (321) 710.3377 (407) 681-1917 .1-0.lpnewr.com : Componens (813) 8543707 PE-34245 (352i 568-5711 2 Polyglass Roof UnderiaymMts (man-11VIiZ) Potyglass roof underlayments, for use 9n 12123QM No Yes WA +WN-M.5 subcathii Storm Panels mlkebC.I lamerlcanShute TOcdegory'. lub"I ry: Prral aubCalapory: Rodids Introduced as a Revd of PncastgaforQyeheo.com FBC norm-HVHZ jurisdictions Compliance Method: Evaluation Report home ra.com Crrpllaae Ysthot Ev.ludipn Report Inc,. a Product Ev'.W.pm Entity nee ToOr logy CompllaMa Method: Evaluation Report from Florida Registered AnchgKI: or a Licensed Florida a Professional Engineer FLa/IMSA7 Fradida Flodde Registered Arch tird or a Licensed Flodde Prolou sional Engineer O FLM1 TB84Ra Products OUMMy A— w Approved for the Approved far UM MDerI oing- FL11T74RS Radutts Sold k Product Model Number or Name Quality Aasurance AoorovedtorUse Awrovedfor Use J9� Product Conscription Contract EKolragon Gate In HVMZ Outside HVHZ Resistant Design Presauro pol 1 Product Medal. Number or Name ITW BCG//dpine Higher Shength(H&—in: S) Product Description Contract Ekeh3bn Dele Metal Croedr Piste 1MI0024 In HVHZ 4Jmclo Irma Yes Yea tjerefore N/A pressure NIA GualltitAin fat Aorwadfruw Approved for us. Impact DoW 1 24ga Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panels 12f312022 Yee Yes Yes N)A 2 ITW SOG/Aom Hinge Rate Metal Connector Plate 12/312024 Yes Yes NIA N/A $r98 Product Model, Mannar r Norma ProductDesenetpp Crkxrwt Exdratim Date In HVHZ Outside HVHZ RuWat pressure 3 ITW BCOWpIne TMlot Metal Comectr Rate 12J312024 Yn Yes MIA N/A / QualityRecast or Commercial ConerR eto .dnus Plecaetand Prestressed Concrete Lintels 0525M24 N. Yes NIA NIA ^' 4 ITW BCG/Alpine We" Metal Connector Plate 1213112024 Y. Yes NIA N/A W U m CL Florida Departmert of Business & Professional Regulation Pape 1 d2 Florida Deparenerd of Business & Professional Regulation Pop.1 at Flonds Department of Business & Professional Regulation Page i nr2 Building Codes and Standards 11 � Building Codes and Standards &14=1 Building Codes and Standards g0rd(121 � H Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail O cu 11 dig — -- - W Sam mtkwK DataP-,R- sagas tdbLm ,Duo pats net, Portland mop EWE rMillarLffi Data 2na Daft pending 20 �Jm version Manufacturer � dw L(M Enn&m. Vdidaled By j(jr� j submitted AdditionalFBCAdditionA,—,dral Apya a4taifie MW version Manufacturer caxxt Endneer&ucemse Validated allVellfeded mad FBC Approval Approved 11124E Iy� Vanilla MaBLfV— Contact Endnaer &License Validated Bon Ve�atl Submitted FBC Assigned A,—,d > Reu.lon 2D20 Miles Inc. Erin Weldon ICC Evaluation SaMae, LLC ICC Evaluation Service, 0811 lr2021 osmorA21 oam2/2o21 ApFWp sd R.A.I. 2020 Weyerhaeuser Category: S ""unt Crxr47aa Rab Baldviin ICC Evelu e8on 8 n4ce. LLC ten Let— P.E. 12531924-6470 (508) 839-32a6 02N22021 1 D/13r2020 C2NY2021 Appr.ved Am-.tw 2020 Alpha Aluminum. Inc. category: Pend Yfalis Jose stvs Lud R. Lomas St.— M. union. PE PE-62514 (7171 317.8454 11ns=o 11n62o20 1I2012020 Apprwad Q Cdegry: Stru final Co prnena Trvss Rates (952) 890-M5 LLC. e%elden@nyi.eom 1205) 7894)800 SubCateW7• Engineered Lumber Cartpllaxe Mamm: Eveluatim Report once a Raben.Baldwin@weyerha vuoer can Sin Ms 14071150b-2006 alph aalaNnunmc8yaho � Z J ConpllaMa Method: Evaluatim Repro from compliance Product Evaluation Friar PI18527.R1/ ProNct Evaluation Entity pradiiele compliance pert tome FloridamRefuse dAnchdocrt era Licensed Florida Prafessimel Engineer o.com flf21S7t#arkeYs Q Cualw Aswan Approved for Use Approved for Uae Design onant dw&I-- ass Aprwedtit flat Angroyed /r III, IM" Rim Impam �tl FS cull m Mode. Number r Name coltraet E4elrelon sae Outside HVHZ J AMA 1 Ruxlud Yodel Nupper or Noma M18AHS �..es1)aprt� Coned e2mralon Doe 18 ga. high abempth truss connector plate 12131202Z In HVXZ Yes Outside HYHZ Yes J1 N/A J�rg WA 1 iffvdem LVL Laminated Veneer Lumber 031312023 No Yes NIA WA AMA Prodaat MotlaL Number r Noma CuaIW Assurance Cordrad Exolrilpp ApDrowd tit Use Approved for Usa Oat. iD-HVHZ Outside HVKZ IBC& Resistant Dtei� Peg(& �-s 4� 2 M1SSH8 18 ga. super high strength truss connector plate 1 N3,2022 Yes Yes MIA N/A 2 3 Parall.m PSL ilnitnerSmird LSL Parallel Strand Lumber 03/31 W23 Laminated Strand Lumber 03/312023 No Yes NIA No Yes N/A N/A WA i Alpine Ninnmm Solid Sarno. Versed AmminUm Boma Alpha Aluminum said aemp; Vented Nunnum Oi/302073 No Y. No N!R 3 MI 16 a truss connedr ate 12312022 16 g pl Yes Yes NIA WA 4 YJ Popp Bd.rd Composite lumberrCtriented strand 07/31J2023 Nb Yes N/A WA CMU &amp; Wood acfltV CMU &amp; Wood SHEET NO. 4 M718H& 169.. high strength truss mnnedr date IN312022 Yes Yes WA WA (mrd bostrard 5 MT20HS 20 go. high strength truss connector plot. 12/31r2022 Yes Yes NIA WA 5 YVeydfMeV.er Rkn BOen eat rand Odentetl Strand fiord Rim Board 03/312023 No Yes N/A WA 6 TL18. M718 18 go law corned"platen 12/312027 Yes Yee NIA WA TL20. M720 209a-trials Wlnedon pl.Us 12y312022 Yes yes N/A WA May 27, 2022 PA 1 .1 U 00 Simpson Strong -Tie 2020 FBC Approved Products Updated,213N2020 Simpson Strong -Tie 20M FBC Approved Products Updated t2f30l2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12 20 Simpson Strong -Tie 2020 FBC Approved Products Updatetl,2/30r2020 Q O For direct inks to all SST approvals listed below: CLICK HERE For direct InKs to all SST approvals Isted below, CLICK HERE For direct Inks to all SST approvals Isted below, CLICK HERE M= ®, For direct Inks to ell SST approvals listed below, CLICK HERE cu A I•j� For additional Information regarding Florida's Statewide Product Approval System an0 Msm14)ade County Notice of Acceptance (NOA). CUCS HERE. = For additional Information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance INCA), CLICK HER For additional Information regarding Florida's Statewide Product Approval System and Mami-Dade County Nuke a Acceptance (NOA). CLICK HER �-3 For adtltkxtal IMonnstlon regarding Florida's Statewide Product Approval System and MaMDade County Notice or Acceptance (NOA), CLICK HERE_ 0 .� W ^^'' W U FL#23'S5 R7 FL#t 044E-R8 FL#10446-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8" to 3- =3 U - C/) 9J16" and heights ranging from 4.5116" to 11" Concealed flange sea x Product Model, Number or Name Product Description Sea # Product kloda1. Number or Name Product Description AbdulProduct Modal. Num leer or Name Product Description version (H USC) available for models having width equalto or O O • 1 Titan Stainless Steel Concrete &Mason Screw Masonry (ITN -SS) 114"diameter Tien stainless steel masonry screw 1 A21. A23, A33, A34, A35, A44 Angles 9 1 ET, BTB, BTH Brick Ties greater than 3-9116". 0 L O 2 APA21, APA4, APA6, APVA21, APVA4, APVA8 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUSseries hangers Face -mount hangers available in vddths ranging from 1-7/8'to 3 Q. 3 APB44, APB44R, APVB66, AP806R, APB88, APBWR, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9.1 /4" to 16°'. 0 U _ FL#9W9-R6 APVB44R, APV888; APVBfi6R, APV886, APV688R, APV81010, AFV61010R 4 CSHP16, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.83SDS, LGU5.25SDS Faoe-mount hangers (U O �� �- CZ 4 APDJT2A, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressarVTension Strap 14 LU24, LU25, LU28, LU210 Face -mount hangers � O Jacal jet Product Model. Number or Name Product Description APVDJT2R-8 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2102 Face -mount hangers C Q I SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHHe10R Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H8, H7Z, HIS, H16S, H16-2, H16-2S HurricamaTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16"to 4- U) L 2 SD9112, SO9212, SD1011 Z SD10212 Strong -Drive SD Connector Screw 6 APL4, APL8, APT4, APTB, APVL4, APVLS, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15116' (n Q Co 3 SD91I2SS, SD92125S Strong -Dr ve SD Connector SS Screw 7 APLH24, APLH24R; APW26, APLH26R APLH210, APLH210R Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.83-SDS, MGU5.25-SDS, MGU5.50SDS, MGU5.62-SDS, MGU7.00-SDS Face mount hangers CD H 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong-DrNe SDCP Timber -CIF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2.2-SD53, HSS2.3-SDS3, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5- _ V ) SDCF221134, SDCF221334, SDCF271958. SDCF272358 9 C8T2Z, CBT4Z Concealed Beam Ties 11 HST2; HST3, HST5, HSTO Straight Straps 1/8" and heights ranging from 6-15/16" to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strang -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTI3Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTSQ2OKTZ Heavy Twist Strap 20 SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available in wdths ranging from 1- 6 SDHR27400, SOHR27614.. SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 IFTA Light Floor Tie Anchor 9110" to 3-9/18" and heights ranging from 3-1118" to 13-3/4", 7 SDS25112; SDS25134, SDS25200, SDS25212, S113525300, SDS25312, SDS254121 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FCe Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21: LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500; SDS25500, 5DS258M 14 FWANZ Foundation Wall Angles 16 LST149. LSTI73 Straight Straps 2X and 4X models; on ly acute flange is concealed. 8 SDS25112SS, SOS252OOSS, SDS25212SS, SOS25300SS; SOS25312SE Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI; GA2 Gusset Angles 17 LT820, LT640 Bridging 21 U series hangers Face -mount hangers available in widths rangingfrom 1-9116"to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drove SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A.2, HI OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTSM Light Twist Strap 6" and heights ranging from 2-5/8" to 11-1M' 17 18 HCJTZ HH4, HH6 Heavy Concealed JoistTie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium GirderTiedown Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FLX10667-R6 20 1­30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps y4ga�' Product Model, Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6683 Pre -Bent Straps Rea Y Product Model. Number or Name Product Description 1 ATR318, ATR11Z ATR518, ATR3/4 Threaded Rods 22 LS30, L550, LS70, LS90 Skervable Angles 24 MSTI26, MST13e, MSTI48, MSTISO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" is 7- 2 ATUDS, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-1/6" to W'. 3 BP3/8-2, BPI/2, BPI/2-31 BP5/8-2, BP518-3, BP3/4, BP3f4-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ28RZ, LSSJ28LZ. LSSJ28RZ, LSSJ210LZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA2x12-IS Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318, CNW1/2, CNW518, CWtY4, CNW5/8-1/2, CNW314-W8 Coupler Nuts 25 LSSRI 81, LSSR2.1, LSSR2.37, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable Slopeabie/Skewable Hanger 27 RCWBI2, RCWB14 Wall Bracing 118" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD55, CTUDW, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPSIB, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1 AtZ'to 3- CTUD98, CTUD99 27 ML23Z, M1-24Z, ML28Z, ML28Z; ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMHB Roof Tie-Oomm 30 SPI. SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF sense hangers Top flange hangers available in widths ranging from 1.3/4"to 3- 7 RTUD3, RTUD313, RTUD4, RTUD48; RTUD5, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST10. ST22, ST292, ST2122, ST2115; ST2215, ST6215, STe224, ST6238 Straight Straps 7/8" and heights ranging from 11"th 32-1/7'. 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30; TB36, T842, TB48, TB54, T1356, TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod Run Tlerdown System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 37'. 12 URS5 518" Uplift Rod Run Tiedown System 34 STC; STCT, OTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7/8'" 13 URS6 314" Uplift Rod Run Tiedovm System 35 TJC37, TJC57 Truss Jack Clips 37 WB108, WBI06C, W6126, WB120C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28"- 38 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1X'to 7- 118" and heights ranging from 11"to 32', FL#10441-RG FL#10S31-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-RS 112" and heights ranging from 8" to 30" sea x Product Modal. Number or Name Product Derscription §t" Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5.1 X' to 8-718" 1 DTT2 Hold-down Sao # Product Model, Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.83, CBH2-37x9.75 Concealed hangers and heights ranging from 10-1/Z'to 28"- 2 HDC10/4, HDC10123 Hold -dawn 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Face -mount (DU, DHU) and top -flange (DUCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQi 1, HHDO14 Hold -dawn 2 DS02R-SOS3, DSC2LSDS3; DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9118" and heights 718" and heights ranging from 7-1 /2" to 32', 4 HOU2, HDU4, HOU5; HDU8, HDU11. HDU14 Holed -down 3 GBC Gable Brace Connector ranging from 9.118" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63SDS, HGU5,25-SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". e LSTHD8. LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44 HHRC5.25/3.25; HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchor strap HHRC86 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9118" and heights ranging from 18" ts 26' 8 MPAI32, MPAI44 Strap -style purlin anchor a HRC1.81, HRC22 HQ Ridge Connector 3/0" and heights ranging from 5-5116" to 12-7/8". 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3.118" to 9 PA18, PA23, PA28, PA35, PA51, PA88 Strap -style purlin anchor 7 LRU26, LRU28.. LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7.00-SDS, HHGU7.25SDS, Face -mount hangers 3-9118" and heights ranging from 5-318" to 13-1/8". 10 PAI18, PAI23, PAI28, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewrable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/18" to 5- 11 STHD10, STHD1 ORJ Strap -style hold-down 9 TBE4, TBEB Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5-50110, Face -mount hangers 112" and heights ranging from 3-7116" to 16' Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down, 10 TC24, TC26; TC28 Truss Clip HHUS7.25/10 version CHUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/10". THAC422. THA426, THA422-2, THA426-2 118" to 5-118" and heights ranging from 4-=' to 16-3/4"- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THA11.81122, THAl2.06122, THAI2.1122, THA1222, THA1322, THA13522, THA1422 Adjustable Truss Hanger Sited for Woists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5-318" to 28", 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" tD 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26. HTU28, HTU210, HTU20-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.3f8" to 32'. 15 THJM2-4-SDS3, THJM2-5SDS3, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/1 e" th 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2.24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19.114". Concealed flange SfS" and heights ranging from 9.1 Wild, 16'. C-4 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in vAdth of 1-9/16"and heightsd I8 VTCR Valley Truss Clip greater than 2-9116". ranging from 5818" to 7.114", h e 10 HUCQ1.8119-SDS, HUC01.81111SDS, HUCO210-2SDS, HUCO210-3-SOS, HUC0310- Face -mount hangers 20 J13A series hangers Top flange hangers available in width of 1-9116' and heights �2 SDS, HUC'0410-SDS, HUCQ412SDS, HUCQ5.2519-SDS, HUCQ5.25/11-SDS, HJC0610- ranging from 9-3118"to 131/8". SDS, HUC0612-SDS f�- C"J Z= N C G tat U C.1 to :C O y Q N S.; Q N ri 'a7 Sc d j C a7 rr � Q io al or u CD c y f " Simpson Strong -Tie 2020 FBC Approved Products updated 12rsa2o2o * - e Simpson Strong -Tie 2020 FBC Approved Products Updated 1213VMO Simpson Strong -Tie 2020 FBC Approved Products Updated 1213W020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 es ®For direct Inks to ell SST approvals listed below, CLICK HERE �, _ For direct Inks to all SST approvals Isted below, CLICK HERE For direct Inks to ail SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals feted below, CLICK HERE � E For additional information regarding Florida's Statewide Product Approval System and Marn-0Dade County Notice of Acceptance (NOA), CUCK HERE, . For additional information regarding Flol Statewide Product Approval System and MarriDade County Notice of Acceptance (NOA), CLICK HERE, . For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and Mami County Notice of Acceptance (NOA). CLICK HERE. a. 21 LB series hangers Top flange hangars available in width of 1-9/16" and heights FL#11468-RS 18 SILBV1.56, S1LBV1.81, VLBV2.06, S1LBV2.37, SR-BV2.58, SILBV2X8, S/LBY3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete 0 ranging from 5-3J8" to 15-1/8". SlLBV3.56, SILBV3.62; SILBV406, S/LBV4.12, S/LBV4.28, S1LBV4.75; S1LBV5.50 a Strong -Soft 2 (STS2, STB2.4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights &"I Product Model. Number or Name Product Description 19 S/LTT20, S/DTT2Z, SIHTTI4, HT74, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3r16" to 13-118" 1 HHUS210-3, HHUS2104 Joist Hanger 20 SIMST60, WST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HOSS, THD-CS, THD-CSSSS) Than HO Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SPB Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-I/2", 3 HUCO210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plats Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 0- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2' 5 THG02-SDS3, THG03-SOS4.5, THGQH2SDS3, THGQHS-SDS4 5, THGQH4SOS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (THD37634RC, THD50934RC) Than HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW33, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HO Threaded Rod Hanger (THDB25158RH, THDB37158RH. TH037212RH, Titan HO Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114" to 24", THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-118". PL#11473-R6 FL#13904-R5 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 1-9/16" to 7- yJW Product Model, Num bar or Name Product Description 21SLgd Product Model, Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4-62-SOSHDG, CCQM5.50-SDSHDG. CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor OCTQM4.62SDSG; CCTQM5.50-SDSG, CCCOM3.62SDSG, CCCQM4.62-SDSG, Sea # Product Model, Number or Name Product Description 3 H16, H1BS, H1e-2, H18-2S Hurricane Tie CCCOM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10960-115 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HEI IB, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOM05.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4,62G- 3 SET-XP SET-XP Hgh-Strength Epoxy Adhesive for masonry gee # Product Model. Num leer or Name Product Description 8 HGAM10, HM9 Masonry retrofit connectors KT, ECCLROMD5.50G-KT 4 Strong -Soft 2 (STB2) Strong -Bch 2 Wedge Anchor for masonry n l I ABA44, ASA44R, ABA46, ABA46R; ABA66, ABASBR Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25; HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Then 2 Screw Anchor for Concrete = V/ 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ASU5-6, ABU65, ABU66, ABU86R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.3, LGUM264, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Tian HD (THD-H4SS, THD-H6SS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ASU1o1Q ABU1010R. ASU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210.3, LGUM210-4, LGUM48. LGUM48, LGUM410 or 316 stainless steed with hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ1 ASW7-7 AC4, AC4R, ACE4, ACB, ACBR, ACES; Adjustable Post Base Post Cap 10 11 1 META16, METAIB, META20, META24, META40 MSTAM24, MSTAM38, MSTCM40, MSTCM80 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.12/925, MBHA31211.25, MBHA3.5617.25, MBHA3 56/9.25, MBHA3.56111.25, MBHA3.56/11.88, MBHA3.56/14, MBHA3.56/16, MBHA3 56118. MBHA5.5017.25, MasonryTop Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, SC6, BC15R. BC8, BCS2-2/4, SCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.50111.88, MBHA5.5D/14, MBHA5.5Of16, 6 CB44, CB48, C848, CMS, CB68 Embedded Column Base M13HA5.50118 co 7 CBSO44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBS08e-SOS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56/11.25, MBHU3.56/11.88, MBHU3.56114, MSHU3.56/16, MBHU3.56118, MBHU5.50/9.25, MBHU5.50/11.25, MBHU5.50111.88, MBHL15.5O114, Masonry Beam Hangers FL#16837-113 8 CC, ECC, ECCU Series Bolted column caps with WI ranging from 3-IA" 9.1/2" and FL#11496-R5 W2 ranging from 3-5J8" to 7-112" MBHU5.50/16, MSHU5.50118 fgagr Product Modal. Number or Name Product Description CIO O 9 CCQ-SDS2.5, E000SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-1/2' and AMA Product Model. Num leer or Norma Product Description 1 X34131018.5K, Xt S1016, Xi B1018-4K, XQ1 S1018, XQ1 B1018.4K #10-18 Strang -Drive X Metal Self -Drilling, Tapping Screws with #3 L. W2 ranging from 3.518" to 7-IJ2" 1 DTT1Z Deck Tension Tie Drill Point /1 10 CPT44Z, CPT667, CPT88Z Concealed Post Tie Base 2 HD12. HD19 Boned Holdowns FUM3975-RB 2 XLQ114T1224, M-011481224.2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 12 EPB44A, EP544, EPB46, EP865 EP84Z Embedded Post Base Embedded Post Base 3 4 HD3B, HD58, HD7B, HD9B HTT4, HTTS, HTT5-3/4 Bolted Holdowns Tension Ties � Product Model, Number or Name Product Description 3 XMQ114SI224, XMQ114B1224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 912-24 Strong -Drive XM Medium -Head Metal Sew -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT208, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SOW22438, SOW22458, SDW22600, SDW22600, SOW226UT Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap 2 SDW22834 SDWC15450. SDWC15800 Strong SDWC TRUSS Screw 4 XQ114S1224. XQ11481224-25K X114SI224, XQ1I2S1224, XQ11281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 Drill Point '� 1 15 MP044Z, MPBWZ, MPB88Z Moment Post Base -Drive 16 PB44, PB44R, PBM, P866, P866R Embedded Post Base FL#13628-R5 3 SDWHI9300DR SDWH19400DB, SDWH196(OD8, SDWH19800DB, SDWH191000DB Strong -Drive SDWH TIMBER-HEXScrew 5 XU34S1016, XU3481016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SDWH274OOG. SOWH275DDG. SDWH271 SDWH2710DOG, SDWH271200G Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 10 PBV6, PBV10 Round Post Base �gy" 1 Product Model, Number or Name SB518x24, SB718x24, SI31x30 Product Description SB Anchor Bolts 5 6 SDWS16212, SDWS16300, SDWS16312. SDWS16400 SDWS19800, SOW519712, SDWS2240D,SOWS225OO,SOWS22512, SOW5225001 Strong -Drive SOWS FRAMING Screw Strong SOWS TIMBER Screw(Interior Grade) O 19 PC44.16: PC46-18, PC48-16: PC84-16, PC6S6 16, EP044-16. EPC46-10, EPC48-18, EPC04-16, EPCOS-18 Post Cap 2 SSTB16, SST820, SSTB24, SSTB28, SST834, SSTB36, SST616L, SST82OL, SSTB24L, SSTS Anchor Botts SDWW2800, SDWS22900, SDWS221000, SOWS221100; SDWS221200, SOWS221500 -Drive FL#35320-R0 20 PC4Z; PC4RZ, PCSZ, PCBRZ, PC8Z, P08RZ, EPC4Z, EPC4RZ, EPC6Z, EPCBRZ EPC8Z, Post Cap SSTB28L 7 SDWS2230ODB, SDWS22400D8. SDWS22500D8, SOWS220000B, SOWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS221000DB JW Product Model. Number or Name Product Description 21 PPB44-42. pP844-8Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 D5SCB43-5; DSSCB46, OSSCB45, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400SS, SDWS275OOSS, SDWS2760033, SDWS278WSS, Strong -Drive SOWS TIMBER SS Screw 2 F-CB43.5, FC845.5, FC947 5. FC949.5, FCB411.5 Bypass Framing Fixed -Clip Connector �'^L/ SDWS271000SS, SDWS27120OSS 3 FPHSO34S1018, FPHSD34B1015, FPHSD34B1018-5K; FPHSD3451214, #10-15 and #12-14 Strong -Drive FPHSD Framing-tit-CFS Self- v�♦ seg x_ Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214. FPHSD34B1214-5K Drilling, Tapping Screws Fjl#f 0866-RS 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CSIS; CM, OS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4:25, LSFC6.25, SFC225, SFC4.25. SFC6.25 Steel Framing Connector 2 1 HRSB, HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24. FHA30, MSTI25, MST136, Straps 97 mil (12 9a) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25; SSC6.25, MSSC2.25, MSSC4.25. MSSC8.25, Steel Stud Connectors Ja" Product Model. Number or Name Product Description MSTI48; MSTI60, MSTI72, S/MST27, SIMST37, VMST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FUt15363-R3 6 RCKW3, RCKW5.6, RCKW7.5, RCKW3S; RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retort Foundation Plate 4 LSTA30, LSTA36, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mill (IS go) 7 SC043 5, SCB45.5, 80847,5, SCS49 5, SCS411.5, MSCB45.5, MSC8475 Bypass Framing Slide -Clip Connector 3 GH4", G414", GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) §2g-I Product Model. Number or Name Product Description 8 SCS32-5/97, SCS62-5/97, SCS625f118, SCS82-51118 Bypass Framing Connector ■ 8, GHBI M, GH610-8 6 LSUBH3.25, SUBH325, MSUSH3.25 Bridging Connector 1 AS 18, AS 18S5, AS I SIBS 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector r 4 GLBSA, GLB513, GLB5C, GLWD, GLB7A GLB78, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25. SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L 5 GLBT512, GBLT812, GLST518, 021-7816, 01-1317520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTSt6, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS93.518 Bypass Framing Slide -Clip Strut Connector O e HGLBA, HGLBa HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA3Q MSTA36, ST6215, STe224. ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTCBB, MSTC78, ST8236 Straps 88 mil (14 go) Screws LL] 8 UFPIOSDS3 Universal Foundation Plate 11 MTS12, MTSIS, MT818, MTS20. MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1018, X01 B1016-4K, XQIS1214: X4181214-3.SK, XQ78S1224, X07881224-3K, #10-16: #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, M 9 URFP Universal Retrofit Foundation Plate 12 S181.56, 5181.81, S/B2.06, S182.37, S7132.56, S1B2.68, S1B3.12, SJ83 56, S/83.62, S/B4.06, S164.28, S164.75, Top Flange Joist Hangers FL015730-114 XQ114S1224, X011487224-2.5K XQ112S1224, XQ112BI224-2K, X3461016-5K, XIS1016. X1B1016.4K X1S1214, X1131214.3.5K Tapping Scrows Q CD 13 S184.12, S1135.50 SIBAZI218, SIBA2.12110, S1BA2.12112, SBA2.12/14, SIBA4.18/8, S/BA4.18/10, Top Flange Joist Hangers Aqg g Product Model. Number or Name Product Description Z J S/BA4.18112, S1BA4.16114 1 ET -HP Adhesive Anchor for concrete Z 14 S+H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, COPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 S1HO8S, SMD8B, SMDIOS, S1HO106, SIHDI5S, SIHDI5B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies Q 16 S1HDU4, S/HDU6, S/HDU9, SIHOUI I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, F'TRHA4 -J 17 SfJCT, SMJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. May 27 2022 PA 1.2 MIAMI•>-DAWCOUNW PGT 1ndastrft—,Inc. PGTIa&nUie%1nc. CD CTj (D > C- U e OYMOLSECTIOd ca. OPRODUCT PGTlndistries.Irc. � O L 1rs Sw26 savK Room Mt NOTIGE OF ACCEPTANCE: E4IDEYES.t NOTICE OF ACCEPTANCE: EVIDENCE SUBIITED .� rEPARTIOF Y.EGULArORY A" ECOsObZC RESOUR£WJR) Mum Fnsid331732474 T 315-2590 F 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBI4i1TTED .� .-.• � � � BOARD AND CODE ADMnN3STBATIONDIVLSION (78e0 (7W 1. Evidence submitted ender previous NOA r D. QUALM ASStTRAIYCE C � CD CU -cn NOTICE OF ACCEPTANCE (-NOA) www miamW*dr.tov.ecawaov A. DRAGS B. TESTS (continued) 1. Miami DadeD Department tu#`RB and Economic Resources. or3' (�)- O U O 'O PGTIadntries, Ise. 1470 Tetiutnerla Duet ee, 1- Marndacturer's die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 O N � �- � North3'eaice, lFL 342"A5 (Sub7ttifted under?�'t7f Ao.11-1�147. +fi j 2) Uniform Static Air-Pr+essure Test, per FBC, TAS 202-94 E. MATERIAL CERTIFICATIONS 0 LL Scan: 2- Drawing No. MD-5570.0,_ titled' Vinyl Sliding Glass Dom NI OA lam', sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1 _ Notice of Acceptance No_ 15-4528.14 issued to Vision Extrusion Limited for their 0 O ThisNOA is.beingissuedunder the appuicablerulesandregulatians governingthe use erfeonstrocoionmateriats_ The through 21 of 21, prepaared by m2nufacturm, dated 10-05/15, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201.94 "WIkke Rigid PVC Exterior Extrusions for Windows and Doors", dated 08113/15. ,C/) -0 O � documentationsubmittedhag beenrenewed and accepted byNham Dede CountyREIt-Pro�dr cct Control sectionto 04105/17, signed and stifled by A. Lyrm Miller- PE. 5} Cyclic Wind Pressure Loadingper FBC, TAS 203-94 expiring on 0930Y19. 2. Notice of Acceptance No.1b-0920.08 issued to Vision EKimsion Limited fortheu• -` 7E (n O � Q 02 CID M� be used in ami.Dade County and other areas where allowed by the Authority Having lurisdictsou (AID)_ 6) Forced Emy Test, per FBC, TAS 202-94 � � Q This.NOA shall not be valid after the expiration date stated below_ The Miami -Dade County Product Central Sect m B. TESTS along with marked -up drawings and installation diagrant of vmvl sliding glass dote, prepared 1000 Tan 202 and lighter Shades (Non Mlite) Rigid PVC Exterior Extrusions for (n Q (In Mami Dade County) an&orthe AIU (in arms other thanNliami Dade County) reserve the right to have this 1 _ Test report on 1) Unifoun Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc., Test Report No- FTL 8.449, dated 11106115, signed and W'mdows and Doors", dated 12/08iX expiring on 12i29f2 L product or material tested for �qualdy a ceputp�oses_ If this product ormaterial fails to pedonn in the a ccepted 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Idalmn Ortega, P. E< (Test report revised on 1204/15 and 02J1 116) 3. Notice of Acceptance No.1-"528.15 issued to Vision Extrusion Limited for their "Brown manner, the naamfict um wiRincurthe expense of suchu stmg andthe AlUmay=nm du tely m oke, modify, or 3) Cyclic Wind Presses Loading per FBC, TAS 203-94 6. Test repot on 1) Air Infiltration Test, per FBC, TAS 202-94 Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this along Withrnarked-up drawings and installation diagram ofvucyl sliding glass door, prepared T 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 W-utdows and Doors", dated 08/13115, expiring on 09130,r19. acceptance, if it is detenarined byNfiami-D Cc�yProduuct Control Section that this pmcuet or m9*681 fails to by Fenestration Testing Lab, Inc., Test Report No_ FTL $717, dated 1 Z07115, signed and 3) Wales Resistance Test, per FBC, TAS 20C, 4_ Notice of Acceptance No-16-0712.02 issued to ENERGI Fenestration Solutions USA, the esmicable rein building code_ meet the requirementsutapproved This product is apprersred as descmbeet herein anclhas been designed to comply wi n e Florida Building Code, seated by Id aitms Ortega. P. E. Nest report revised on 02/1546 and 02124116) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (Non-Wh1w) Rigid PVC Exterior inchu hng the 1hgh Velocity Hurricane Zorn_ 2, Test report on 1) Air Intihratian Test, per FBC, TAS '202 94 5) Cyclic Wind Pressnte Loading per FBC, TAS 203-94 Extrusions for Aindows and Doors'" dated 09115116, expiring on 01'04r 21. DESCRiPTIO1ti: Series `�:'�70V2 770" T'�ti-1 Sig Glass Door (Reinforced) n-luso 900 & 13'.�' corners-L.Q.I. 2) Uniform Static .4ir Prise Test, per FBC, TAS 2 02 -94 along with marked -up and installation d" of 1 s door, P '�l� �' � 1� prepared 5. Notice ofAe Acceptance No-16-0712.04 issued to ENERGI Fenestration Solutions USA, "Bronze APPRov AL DocLT .N-I': Drawiu No_MD--93a 30.0 Rev- B, fitted "V Glass DoorNOA sly $ ' Sliding 3) Water Res�ance Test, per FBC, TAS 2W-94_ 4) Large File Impact Test per FBC, TAS 201-94 by Fenestration Testing lab, Inc_, Test Report No. FTL 9552, dated 1, %15, and sealed by Idalmis Ortega, P. E_ (Pest report revised on 021M016) Inc. for their and Lighter Shades of Cap Coated Rigid PlY'C Exterior Extrusions for V mdows and Doors" dated 09115116= expiring on 04/1&20. 1 dnxa%h 21 of21, preptaredby man ufactutw. dated 10/051I 5 and last revised on 02101Y21. signed and sealed by 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 T Test -report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, A. Lynn Miller, P.E.. bearing the Miami Dade CountyProduct Control Resisionstaup with the Notice of 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missike Impact Test per FBC, TAS 201-94 Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated Acceptance number and expirai on date bythe dam Dade County Product Comol Sectmn al withmarked- drove" aril installation di of slid' door °� � � '' � p 3 Cyclic 3l�'ind Pnesme Loading FBC, TAS 203-94 ) Yc ��Pm' 08110,47, on 02/28118_ i��fT55II.E IMPACT I�ATL'rtG: Let rgr and StnallNksile Impact Resiraaat by Fenestration Testing Lab, Inc., Test Report No_ FTL 9546, dated 11106115_ sighed and along withered -up drawings and installation diagram of vinyl sliding glass door, prepared 7. Test reports No(s). 10-M-792(A), 10-06-MO527. 535753-09. per AMIE-84, Limitations: sealed by Idahnis Ortega, P_ E_ (Test report revised can 01104l16 and 02;1120I6) by Feneshation Testing Lab- Inc., Test Report No. FTL 6639 (samples A-1 thru A-22), dated ASTMD 1929 and ASTMM D-635. issued by EXOVA to Fusion Extrusion for cellulosic: 1. See table 1 (sheet 7' and table 2 (sheet g) forspplicabk SGD unit sizes. design pis} reWorc—eats t ges, glass types, sill rises (see tables B-1 & B-2, sheets 7-8) crud anchor Layout sheets requuiregi+ertis uu l l thru I6_ 3, Test on 1 Ale Infiltration Test, FBC, TAS 202-94 ) ` � � 11 /19110, r signed and sealed by Jorge A_ Cainso. P. E_ (Snbur�d under 1'� ©_� 110.11- composite material r 2. Rigid. White PVC, Tan (Non -white) Rigid PVC andBd�o� coaf+eci (Painted or lariunate� white Rigid PVC to be PVC, rite) 2} Uniform Static Air Pressure Test, per FBC, TAS ?'02-94 3) Water Resistance Test, per FBC, TAS 202-94 �147. 11�j 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 (Submitted Nntl�' .'� U.4 h'o.11-01 d% t�1 j 8- Notice ofAcceptance No.14-0916.11 issued to Kuraray America., Inc. for their labeled per eredl�FOA's enre�s. 3. Egress operable doors must comply with min clear width or height per FBC refit, as applicable. 4) Large Misses Imp act Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 `°Seatr % Glasg (Clear and White) Interlayer'. expiring on 07/04?'18. 4. Pocketvaalls under separate apptrsb-al to be revievgedbyBtlaing official 5) Cyclic Wind Frlessare Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9_ None ofAcceptartce No.16-1117.0I issued to 1Curaray :�efiea Inc- for their L ABEIXgG: Each unit shalt bear a permanent label with the mamufactucer'sname or logo, city, state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 ' TrosifolS, Cf Itraciear, Clear and Color n B Interlayeers". expiring on 07./08/19. following statement: "Miami -Dade County Product Control ApproI noted herein. along with marked -up drawings and installation diagram of vinyl sliding glass docw prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 RT'w'EtS;AL of thisNOA shall be ceunsidered after a renewal application has bees fired and there has beenno by Fenestration Testing Lab, Ine., Test Report No- FTL W-47. dated 12/04/15, signed and 6) Forced Entry Test, per FBC, TAS -M-94 F. STATE3HINTS change in die apgiscablebuitdingcodenegativeiyafRetiaathe peefosmanceofthisproduct. seated by Idalmus Ortega, P_ E. (rest rat revised on 02115/16) along with marked -up drawings and installation diagram of vinyl sliding glass do", prepared 1_ Statement Letter of conformance with FBC-a&Edition (2014) and FBC-60Edition TER11rQU ION ofthis NOA-will ocevr after the expiration date or if there hasbeen a revision or change in the 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc., Test Report No_ FTL 6337 (samples A-1 thru A-5), dated (2017) issued by manufachm, dated 08/14117, signed & sealed by Lynn Miller, P-E_ 'trtisuse of this NM as an of materials, use, andlor manufacriure ofthe product or process_ , any 2) Uniform Static Air Pressure Test, per FBC, TAS 202-04 12U/10 and seabed by JorgeA. Catlso, P. E. Submitted under A10--4 o.11- 2- Statement letter ofno financial interest, dated 04/1 &17, issued by marntfactures, signed for sales, advertising or any o9wputposes shall automatically terminate this NOA_ Failure to comply with any 3) Water Resistance Test, per FBC, TAS 202-94 0107 49) & sealed by Lynn Millet', P.E. section ofdtisNOA shaltbe caswfor6emtin ion andremovslofNOA. 4)Ixge Mok I.mp2dTeo perFBC: TAS 201-94 3_ Letter of lab compliance, pact of the above test reports. ADVERTISEMENT: The NOA nunf*r prec eded by the words Idumi-Dade County. F'1c►iu* and follat><-ed by the 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 C. C -ALCIT.ATIONS 4. RER. Test Proposal No.17-0387. dated 05t05117, signed by Isla Ada. P.E_ expiration date may be displayed in advertising ligature_ Ifanypoition of the NOA is displayed, then it sha 11 be 6) Forced Entry Test, per FBC, TAS 202-94 i _ Anchor verification cakUlatisons and structural analysis, complying with FBC-2014, done in its entirety_ along with marked drawings and iustaliatmn diagram of vinyl sliding glass door, prepared prepared by PGT, dated 1210915and last rn ised on 02,115116, signed and sealed by G. OTHER INSPECTION: A co ofthis entiteNOA shall be tided to the userb �matnifacruruer or its distributors and PF Pic Y by Fenestration Testing Lab, Inc., Test REport No. FTL &US- dated 12+'04115, signed and AnthonyL- Muller, P E. (Submitted under,'V0.4. v.15-1.210 61l 1. Notice of Acceptance No.15-L10.01, issued to PGT Industries, for their Series shall be available for inspectiaa at the job site at the t of theBuildi Official. seabed by Idalmis Ortega, P. E_ (Test report revised on 01/04116 and 02111116)- 2. Glazing complies with ASTM E-1300-09_ ` `"557012770" Vinyl Sliding Glass Door (Reinforced) - L.33.I.n, expiring on 04/1421 _ This NOA reti ises & renevm '-N O A 420-0429.05 and consists of thisp age 1 and etitidence pages E-1, E-2, E 3, E-4,- f E-5 & F-6 as well as approval document mentioned above. ivhaq L Clanda, P.E. IslAaq L C1Eaada, P.E. ishaq L Chaeda, P.E. The submitted docuenen-tatiorr was m iewed by Ishael L Chanda, PE. Product Control Unit Supervisor Product Control' --nit supervisor Product Calwal Leif supervisor NOA Na.:18.t15.03 N0.4 No. 21-0205.03 NOA No.:1-0305.03 NOA No. 21-0205.03 N MAPS Exp ration Dater April 11, 202E Ezpirstioa Datc::�iprd 14,10.E Expiration Date: ?ipril 14, 2026 Expiration Date: ? April 14, 21026 c©v , Approral Date. March 25, 2021 Approral irate: hrarch 25, 2021 Approval Dates March 15, 2021 Approva l Date: March 25, 2021 W } Pose 1 E -1 E -: 1-3 C U ti N o n % N N O � Q N E L y a PGT Industries, Inc. CGI W mdows and Doors, Inc. PGT Industries* Inc. � ro IA c E ro o NOTICE OF ACCEPT4:�TCE: EVIDENCE SUB111TTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EXIDENCE SLB'�IITTED � o 2. Evidence Submitted under previous submittal E. ALATERLAL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quan x Part Server Spacer Staudard complying with ASTM C518 Thermal Conductivity A. DRAWINGS 0.881 BTU -in/ hr.-Ds�-`F, ASTM F 1249VU' VM Pass, ASTM D3985 Oxygen -Pass, ASTM E A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B, titled "Vinyl Sliding Glass Doan NOA iI-M)". sheets 2190 I.G- Duratbility No Fog --Pass- (Subnritled cruder prmivus NOA :1 v.1 S-0409. 05) 1. Drawing No. MD-5370.0 Rev- B, titled "Vinyl Sliding Glass Door NOIA UAW, sheets I 1 through 21 of 21, prepared by m mi facturer. dated 10,05115 and last revised an through 21 of 21, prepared by mamufaetuter. dated 10105115 and last revised on 02101,21_ Cn 04122/20, signed and sealed by A_ Lynn Miller, P.E. 6, Part D se with ASTM C518 Tlrecnual Conductive 2.22 BTU-ur,' ur signed and sealed by A" Lynn Miller, P.E. hr. ftl-O'; ASTM F 1249 WVIR Pass, AS1M D 1434 Argon Pepe -Pass, ASTM E Note: This revision consists replacement of salute existing installation screw with flat head_ B. TESTS 2189 I_G. Debility -No Fog, ASTM E 546 Dew Point Development 20aF in 48 bn- /8 1. Test deports on: 1) Air Infiltration. Test, per FBC. TAS 202-94 (Submilged under NO-4 No.15-0 09.05). W 2) Unif ra Static: Air Pressure Test, Loadingper FBC, TAS 202-94 7_ V Extrusions., Ltd- Parts complymg with PVC-AAMA 303-13, Vohlotary SpecificationB. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Extesim Profiles for Visaan EMmons, Ltd --VEX- I by 1. None. 4) Large Missile Impact Test per FBC, TAS 201-94 AAMA Fenestration Exteror Profile C atificatwn Program {Submawd under 1Vd3 4 Xo 15- C. CALCULATION S 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 0409.05) 1_ None_ along with marked-W dmings and installation diagrams of all PGT Industries, Inc_ 8- Vision Extrusions, Ltd- Parts complying with PVC-AAIv1A 303-13. }, representative fruits listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones. (Subm#ted under NOA No.15-D409 05) D. QUALITY ASSLBANCE prepared by Fenestration Testing Labaaaetory, Inc_, Test Reports No_. 9_ PVC AAMA 303-13, Vottuntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior 1. Miann-Dade Department of Regulatory and Economic Resources (RER)- FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/0114 Profiles for Vow Extrusions, Ltd= VEX-1 by AAMA Fenestration Exterior Profile U) FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL 20- Certification Prat- 2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) FTIr20- 10- Notice of Accepta iur No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for E. 3.LATERLAL CERTIFICATIONS 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, their `Tan 3040 d'r light shade (non -white) White Rigid PVC Exterior Extrusions for 1_ Notice of Acceptance No_ 14-0305.02 issued to Kurarar America, Inc. forthetr > PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/130. all signed Windows and Doors , expiring on 0244.121. "Trosifolt, Ultraclear•, Clear, and Color PVB Glass Interiayers-, expiring on 07V$P-4_ � p and sealed by idalmis Ortega. P.E. 11_ Notice of Acceptance No. 18-0122.02 issued to Euergi Fenestration Sohtdion, USA, Inc, for 2. Notice of Ac crptance No_ 17-0808.02 issued toKurara y America, Inc. for their CL their series "White Rini PVC Exterior Extrusions for Windows and Doors", expiring on "SentryGlast (Clear and White) Class Interlavers", expirng on 07104n3_ CL C. CALCULATIONS 02)M23. 3_ Notice. ofAcceptance No_ 18-1106.10 issued to Vision Extrusions Lumiteed for their `Brown O Q 1. Anchor verification calculations and structural analysis, complying with FBC 7& 12. Notice of Acc+eptarice No_ 24-0203.03 issued to Energi Fenestration Solution, USA, Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Ems for Windows Edititun (2020), dated 04/22r'20, prepared by marnufact m— signed and sealed by their -Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors". expiring on 09301Z4. Anthony Lynn IMer, P.E. Windows and Doors", expiring on 04/16t25. 4_ Notices ofAceeptance No_ 18-1106.11 issued to Vision 1"'xtru+n5 Limited for their series 2. Glazing complies with ASTM E 1300-04, -09. -12 and -16 "4'E 1000 Tali. 202 and lighter shades (Non-317tRe) Rigid CeIlf><iar PVC Exterior � D. QUALitii ASSURANCE F. STATEMENTS Extrusions for �1 endows and Doors", expiring on 12,29J21. 0 N iami-Dade DepartmeW of Regulatory and Economic Resources (RER.). y 1. Statement letter of conformance to FBC 7* Edition (2020), dated 04e2220, issued by � manufacturer signed and sealed by Anthony Lynn Miller P.E. F. STATEMENTS E. MATERIAL CERTIFICATIONS 2. Statement letter of no financial entawit and -of independent. mired by manufacturer. dated 1_ Statement letter of confab to FBC 7& Edition (2020), darted 0101,21, issued by � 1. Notice of Acceptance No_ 19-0305.012 issued to Kuraray .America, Inc. for their 04/18/20, signed and sealed by Anthony Lynn Miller_ P.E. i>t mifacttuer, signed and sealed by Anthony Lynn Millet, P-E. On "Trosifolll Ultraclear, Clear, and Color P3B Glass Interlayers". expiring on 3. Private Labeling Agreement dociumemt between POST_ dated 03130i15 and signed by all 2- Private Labeling Aft dated 03M8/21 between PGT Industries: Inc. and CGI 07/004. 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.17-0903.02 issued toKeraray° America, Inc. for their both companies- "Sentry-Glast (Clear and RLite) Glass Interlaveers", Ming on OT04123. G. OTHERS 3. Notice of Acceptance No. 18-110610 issued to Vision. Extrusions Limed for their "Brown 1- This NOA ruses NOA# 17-0420.06 (PVTw/CGI) and updates to FBC2020 (7`*Edidou), G. OTHERS Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 04211'21_ 1- This NOA revises & renews NOIA# 20-0429.0 (PLAw1CGI), expiring 04114�'6. for Windows and Doors°'. expiring on 09i30t24. 2- RER Test proposals #L4-1155 crated 01110.220 approved by Ishaq I_ C'ltanda, P-E, expiring 2. 7he cuirent associated PLA CGI file. #21-0205.01, IcKpiring 04/140-6. O � CIO 4. Notice of Acceptance No.18-11M.11 issued to Vision Extrusions Limited for their 0411421 _ W series `VE 1000 Tan 202 and lighter shades (Trion-Ntlike) Rigid Cellular PVC j r,tt q j . d'/�„_� j �'� 2 � Exterior Extrusions for "Indows and Doors7. expiring on 120-9121. Ishaq L Chas&, P.E. Ishaq L Chards, P.E. Z 1Aaq L Ckanda, P.E. Product Coa ftel Unit Supervisor Product Control bait Supervisor Z Product Control Unit Supervisor NOA No. 21-0205.03 WOA No. 21-0-VS.03 Q NOA No.11-0205.03 Expiration Dale: April 14,2026 Expiration Date: April 14,2026 •_j ExpiratioeDate: April 14, 2026 Approval Dates March U, 2021 Approval Dart; March .5. 2021 d Approval Datrs March 25, 2021 E -5 E -6 E 4 SHEET NO. May 27, 2022 PA 1.3 CD -C _ Cn (� .0..0 O MIAMaMIAMI-DADE COUNTY PRODUCT CONTROL SECTION O Q C p O i Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC CU -'a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Smeet, 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 -�' NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/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 0 O � O O '� Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 5_ 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 No. FD4612, titled "Precast and Prestressed Lintel Details,, sheet 1 of C .0 LO CU prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Lintel 1, 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' O � ` .— O > SCOPE: "Cast -Crete 4 ", 6" & I2 Safe Load Tables'; sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables" sheets I Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all C •� -0 C N 2O O This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08/19/14. to Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed b Craig Parrino, P.E. g y g revision dated March I1, 2008, all signed and sealed by Craig Parrino, P.E., on �O IZ (U ~ Cn Q 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 "Q "— (�) 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 ASTM E-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated pages 14.201 through 14.236, 0! this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS sealed b prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor 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.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f P g P P Y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I 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,2002. P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", b" & 12" 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino,2. P.E., dated March 24, 2003, last Cast -Crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL it 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, g A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, 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 1. 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 Aiami-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 ice. 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 jab site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M.S.J elmy A. Makar, P.E., M.S. —11 '41et y A. tcMakar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pro&ct Control Section Supervisor Pro(luct Control Section Supervisor Product Control Section Supervisor ` % ��j- NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 N MMM)AM3 Expiration Date: 09/11/2023 "' • Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 C=2 0 0. a Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 cta Page 1 E -1 E-2 E-3 c:s F— w ® o V N C CG ,y! 1i � N Q co O � N � C7 at G G � 3 � 3 �- °1 i; w Cast -Crete USA, LLC Cast -Crete USA, LLC d aQ NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A Y 0 7. EVIDENCE SUBMITTED UNDER 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 Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. L None. F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # i9-0130.14 P , id b y g m 2. Compliance Letter with the Florida Building Code 2020 Edition, ssueCast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Cz 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 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 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last i— revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on U January 22, 2019. =3 B. TESTS O 1. None. L C. CALCULATIONS 1. None. D. QUALITY ASSURANCE +� U M 00 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O t` w CAIelmy A. Makar, P.E., M.S. Cl Hetmy A. Makar, P.E., M.S. :z> Q Q� Product Control Section Supervisor Product Control Section Supervisor Z 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 E-4 E-5 0- SHEET NO. May 27, 2022 PA 1 4 a I I I I I I I . I r ! m 11 T11I. I. I I I. I I I 11 p-7. — r LVALLU&UQN aEPOIr ZD 20.t17]S.Bi 2 PRODUCT P.VMXATION REPOWr NO. 204722.81 3 ZPRODII i L EG�J INC. TILLIT TESTING & ENGINEERING COMPANY 2.2. TEST REPORTS: 3, MATERNAL CHARACTERISTICS AND.$PECIFiCAT10NS: waTTFR A. TTLLIT, JR, PE. '�lOwt�80)•44147 Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components Indicated on rlrx. L.[e,w �A.4a1+1- 201, 203 as r section 1626 of the Florida Building Code. Uniform static loads � 9 sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing ALC..U,P eN$Wft',I9 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 916569 dated 08/09/1996, #96-570 dated 09/181199e, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996. all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 7.- LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: duly 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, 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 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P,E. PRODUCT SUB -CATEGORY: Storm Panels 2,3. STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products LLC, length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tikeco, Inc., dated 11/03/08 and 03/12/15, signed and sealed by Waiter A. Tillit, Jr., P.E. wood frame structures. Davie, Flohda33314 1. PURPOSE OF EV LUATION; 3. MISSILE IMPACT RESISTANCE Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report issued by WakerA. TIIIII, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-OOOe719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1 D of the Florida Department of Business and 4,WND LOADS RESISTANCE: A'7tLC! Professlonal Regulatlon. 24 Gaga Galvanized Steel Storm Panel has been verified to sustain wind \`�Na`�`ti' - Q� ........... . . y�.: ' �GENSF'••, . This product is teeing Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, f 6,19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. _ - Mn 44167 L -_ J M_�� Seventh Edition of the Florabeen verified for compliance and t In accordance with the Is Florida Building Code, and to verify that the product is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 3-* �- '* ' `i!14-'1 ' at least equivalent to that required by the Code. 14, 15, 17, 18, 19, 20 25 arxJ 28 of 26, of Product Evaluation Document (P.E.D.), 0 STATE OF $_��_; drawing No. 20.176, _ / ",cF .,_ (GRAD ,.. � y" yy�t+ANsSNbNA4 This Product Evaluation Report shall be subject to review and revision In case of 5. INSTALLATION: a Building Code change that may affect Its limitations and conditions ��`�� Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED' sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document aI TTL I p.TECO ADMON RECORDS 1 P. E. REPORT-20 l GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANLLt DRING* M170 l REPORT tr 20.OMOl Drawing No. 20-178, tilted w20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Wafter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part QItitis ,li„),IIIIrrIH Evaluation Report. ��� A . 10001 .. Z)T AA � SF'':� _ ��ay>- ` .1, EN$F/��� ;_yr� -ems ,' s - - ..'' No. 44167 v ,-_ % ���? `, R� 49167 '• - / / OF 4xif -' • i ''sc(OP.InP ..'ART ' - o'• STATE ;acL. - F(OR)0 . ♦� 4gT 6355 N.W. 36th Stree Suite 305, Miami, Florida 33166 -Phone: 305 871-1 S30 -. )N1LRlu1' /I L ECTO IINc_ TILLIT TESTING S ENGINEERING COMPANY -- -- --- - wALTEan. T¢a lr„tx ,rs PRODUCT EVALUATION REPORT 1.R Il—l'4'44 67 P.P.F LkN,sN9 -0416T rLL:.A. LmAi Na-0006719 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida 33.314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for Compliance in accordance with the 2020 Seventh Edition of the Florida Building 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: 21, PRODUCT EVALUATION DOCUMENT ( .E.b.1: Drawing No. 20-175, titled `24 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 inte +p 'fir is Evaluation Report. �a�'Lri ^.,';tf"".y ,. r.—I�\CFNSF •%Qv �t -#3d �k4167 -2 2�'r / .. o •. STATE OF 'Q Z�O�F •.F(ORIDP..��arL�: 6355 N.W. 36th Street, Suite M5, Miami, Florida 33166 -Phone: (305) 871-f%91�� kAQbt;89'i-I531 PRODUCI'1CVAI.I.A3I022RT NO. 20472782 2 2.2. TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609A.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Judo E. Gonzalez, P.E. Tensile test report No. OGM-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 OC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING 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 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. 7111t Jr., P.E. 3. MISSILE IMPACT RESISTANCit: Large missile Impact under section 1009.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures: Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for (rode compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. �'"�p,1A 71 N T �(/ � ��-� ... d4167 ^ , 5 •'D'•% STA E Of 2 %41- *'-.'`(ORiDA .•�Acaa "ek.. sSof ,ONIA "�N�```y. PRODLICT EVALUATION RWORT No. 2047Y•T 02 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. MATERIAL CHARACTERISTICS AND SPECIFICATIONS' Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tifteco. Inc. and signed and sealed by Wailer 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. Ti<llt, Jr., PIE. (Florida License No. 44167), President of TTfteco, Inc. (Florida CA-0006719). 119.4 ,CENSF WAT+LL -7/ Z -, ,_i TAT* Da TILTECO ADMON RECORDS I P. E. REPORT.201 GLOBAL PAOfj - N P($i3Otl(�7�('7[�S, Lip GALVANIZED STEEL STORM PANEL \DRWG 020-1751 REPORT 92O.O7V*. ,4,•' .' (dRt44• • `G c`oA....... c -6-6 W Q) c (✓) _ M 0) -6-+ U N (1)Q L- 0 -0 O c ca-0� U to (D -0 0-0-0 0 co ._ = !� CU 0 0 CID LL 0 CU > Mn U) -0 CV E L 0 a) -1--� 2 Q i f'— CU -0 . C U) Q 4 Z Z W J /.��p�� A�Y�� COMPONENTS FOR REGULAR do LIFE -SAFETY STORM PANELS GENIER& NOTIM: 03) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE (SCALE 1/2-U' 1/4, 2/4, 3/4. 4/4. 5/5, 7/5, WINDEwsnNG WALL ANCHORS SHALL 9E LONG DKXXW TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS iW/10. 2W/10. 3W/10, 4W/10, 6/S 1. STORY PANEL SHOWN ON TINS PRODUCT EVALUATION DOCUMENT (P.E-O.) H45 BEEN YVDnED FOR COMIPUANCE IN ANC�ORACE SHALL BE AS MENTIONED IN 8.1) AND IN 8-2). - 15.196• MAL WIDTH)--------- ....----_- ---- _ SW t0. IOW 11 a 7W 11 ' ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIN BULDIMG CODE (C) 10 E%1SYING wV00 (YW. SPEWC cA.:. G . OSK Lail ): -_ _ . _ _ .. _. _- _ - _ _ - -_ --- _ _. _-- -----15.196- (TOTAL WON)- -- _ ------ - / / / DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION IWOOF THE ABOVE MENTIONED CODE. - 1/4•• TAPCON ANCHORS. AS MANUFACTURED BY LTW. BUNIXEL, INC. 1. 1.Sj0' _---. 1 3• MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON HiF2T5 e e 9_-_--_ S• MAX_---- -- --,asoo• (EFFECTIVE wOTH>- _ _ -- -- _ —. FOR A WINO SPEED AS RECLINED BY THE JUANSDAGnQN WHERE THESE SHUTTERS WILL BE MSTALLED AND - 114-10 PANELIATE FORA E D AND PANELANTE PLUS ANCHORS. AS WOUFACTURED BY ELCO CONSTRUCTION PRODUCTS � ._. .. ..- 6 1/4 _.- :.�. r ----_ .._..6.130•--.. _ ,SOD• 1• WK .�-__ _ -___ � ,� � SECTORS ON SHEETS S 10 O 11 -'fr MAX FOR A DIRECTIONALITY FACTOR N4.0.65. USING ASCE 7-15 AND SHALL NOT EXCEED THE MAXIMUM (AS.D. - 1/4•0 LAG SCREWS PER N.O.S. �' iiy�t. r' y / DESIGN PRESSURE RA7NG5 INDICATED ON SHEETS 7 TIHRLH 12. 14. Is, fe, 19 R 20. - 7/18'• , 5/6' WOOD 8115HWIO. As DSTRIBUTEO BY ALL POINT SCREW, BOLT R 5T•ECALIT W. r , /1 • A� ,=�vu. /' �-1. •''� ,,\ O.ws' WN Tianc--i.3w'- - \ A o o e F- - - '� - r t ---' i'1 -- `'•.,, A-� r 4}�. D.M.,(�.(�.(�+® T-T- r-r -r--T---r--r---r--r-`-r-r-- r--� r-�--r-r--i--r -T--� --r-T-,. _..--- N ORDER TO VERIFY THE ABOVE CONDITION. ,Ai11M3E OESKRN wN0 LOADS DETERMINED PER ASCE 7-18 7 �_ o \ •' 4 3 , 4O'f®. © - , __._ - i SHALL BE FIRST RED CED TO AS.D. DESCH NAND LOADS BY MULTIPLYING THEY BY 0.6 N DAM TO C.1) MMAUM THREADED PENETRATION IRO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2• AND 2• FOR ELCO PAN LMATE PLUS T T COMPARE THESE w ND PANELMKE FEMALE 10. I;`�• 0.036' MN. THICK HF301ED / / 60 { MAX,. ANCHORS DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 iHRu t2. la. 13. 18, ,9 A 20. I ® a.6S7' GAL1AMOm STEEL EDGE / � ! � 1 -9 2.637 0-ao OALV. EDGE / C.I) YNIMUM THREADED PENETRATION OF TAG SCRETII, INTO 1HE W000 FRAME UNIT SHALL BE 1 I/2'. NO 11RPEADED ?D00' . /' ! T•(P. \ AS7M A-6S3 \ T 2.000' a /• r TYP. N ORDER 10 VERIFY THAT ANG10R3 ON THIS PEG, AS /E$1Ep WERE NDT O+ER STRESSED. A 3l71 K4CRPASE N ALLOWABLE PENETRATION INTO STUCCO SWL 8E CONSIDERED AS PART a< THE REOIAKD THaFADED PENETRATION. IEI/MIED DGE\> GRADE SO MI149M1 0[TAII RJ / � D I OE - RJ I i •,•STRESS Fl)R WND LOI10S WAS tffiL USED IN THEFT ANALYSs. FASTENERS SPACRIC TO W000 HAS BEEN OE7Eftlb/E'0 N _ _ E _ - ___ EDGE , _ j I I O ;:T C: OF LAG SCREWS. AS RADICATED IN DRUNK 1M ABWE ACCORDANCE mYDiIgNED COOE't As PER falRA1CNIE ENGINEERING ! TESTING INC. REPORTS 96-s89. 96-570 R 96-T30 AND c.4) MRWIAA PENETRATION w000 BUSHING INTO WOOD S/t/tom' p SCREWS USED SHALL BE f 1/2' LAND MINIMUM - - ALA ... _ _ _ _ _ 1.}�0• �Q 1. - - • - - - - - - - - - - - - - l --- . - _ I I . __ '7 0-W GALV. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERM N ACCORDANCE WITH SECTION 1625 OF IL I�ET - - - -7 L _ - -- 1 Q - AFENESTRATION TESTING S wEl1 AS iA1EPoGl1 TEST UIB, REPORTS }oW10A l2REr i lU +po - AS PER�A5 T201?tA5 202T D203. SHOULD STUCCO EXIST. AND 1• MINIMUM FOR WALLS WRN No STUCCO. - a.2so•--- T.}SO _+. - - - 1.. -� T I1 L ."J-- - - ---I ,.• --j �.--i- - E, � w ♦ 48.6 TAS 203 STANDARDS. CS) N CASE TINT PRECAST STOW, OR PRECAST' CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE OUSTING (D STORM PANEL (A END STORM PANEL ` - C� ->� C:3 2. ALL ALtRetAW EXTRUSIONS 7O BE 6063-T8 ALLOY AND TEMPER. UNLESS 01WR'MSE N07E0). SEE SHRT 2. WALL. ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BOARD SUCH PANELS. f T _ ( ACHORAGE SIAtL BE AS MDRIONED IN C.1). C2) R C.4) . `'X-�a'167• _. -1 -�' r- - .. �- - I •. �'� V tC 3 ALL ALUMINUM SHEET METAL USED AT CLOSUIkES SHALL HAVE 310S-H14 ALLOY. L ._ i f __ - - I I _T�� G m k (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECFMATONS OF THE ANCHOR'S MANUFACTURER . ,..."� 1.230' 2.187'- ������ GALVANIZED STEEL DESONAMON W/FY- 56.5 kit (AFITR ROLLED). ® W/ fEA•R'D EDIAL - - , t [�� 125' -" ~�• 3oi•~� .12i. R 1 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRLCT7RAL OlIA1TY STEEL, ASTI MB33 CRUDE 50 LMKMUM. C-80 l PANEL'S UD LIP I .NOD' 0, ./23- .73D•- ) I BOLTED PA1h15 W-r 1 - i jk - L6. e. PANELS WY ALSO NSTALID HIM%Iza/RAIY fCLDMNG NS7ALLATOh DETAILS HHOWN ON SECTION 3 7HR000H to SHEET' 4 1.290' ARID' -'- 60FE5 YRI[4 UNBOLTED PM1EL5 - N_ THROUGH 6) EXCEPT THAT HCADERS Nit SHALL NOT BE USED. 1 -I' S.i STLO ANVIED SD. fm W41FD -' ��' '•- r IL S.S. M.S. BOLT W/ 7/8' . 3/32• ;+ NN CV (SEE SECTORS AS 2.12s' To Alai[ • TO ANGLE • 1 f MINGNUTS O EA OVERLAP G. /a' o.e. I ' I _ s. ALL SCREWS TO STAINLESS STEEL SOa OR 31e MS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ,.500• l.300- , ... _�_.,-._f _1 ;.l_ .t_ -_ -- (_1_ l .1_-i - I 1 ON SOO18 N/ 50 kaH YIELD STRENGTH AND 90 kit 1A1S11E STRENGTH •SILL COMPLY W/ FLORIDA BOLDING CODE t0.08' I00 I i I SECTIONS AS APPLCABLF) SECTION 41 �,• .093' U / .939' .939' SFE APPLICABLE) - N o co 9. R SHALL BE THE RESPONSIBILITY OF iW CONTRACTOR TO VEieiY THE SOUNDNE55 U THE STRUCHNE WWfE S7KUTTER S 1D BE b230' ��- YR 2.123' 1 OET 1 t 4_ __T'. .__ , � ,- r __ .;'��r__ E � 3 � SC I u,raa ,x, ATTACHED TO NSLItE PROPER ARCNORACE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR MWO FRAME ].373' .00.T' 09}' 2.000' 8. BOLTS TO DI ASTM A-307 GALVANIZED STEEL, OR MSI 3t)1 SERIES STAN1E55 STEEL WITH 38 Mai AINWIIJY YIELD \ / . AL t OC7AL 1 I I T .-_�.__ ._� I _ _ i - _ - Q ,0. EACH REGULAR STORM PANEL WITH IEMIGT/Ts OVER B'-8 TNPpU(91 12'-4'. AS PER SECTORS 6. 8. 9 6 10 AND ALTERNATIVES BW. R a 373. i_._ ZS_) L_2 ____. _) I Ij n�i STRENGTH. Oi 9W a TOW ON SHEETS 3, 6 R 12 RESPECTIVELY: SHALL HAVE A IEGNiE AND READILY VISIBLE RANKING INSTRUCTING OWNER OR 7 ANCHORS TO WALL SHALL BE AS FOLLOWS: TENANT TO SECURE PANELS WITH APPUGIBLE REINFORCEMENT DURr1G PERIODS Or HURRICANE WARNING. R 4 375 I (-, 7125• 't i I I I T ]� (A) 7D EJO RM POURED CONCRETE. l I. THE MISTALUTION CONTRACTOR S TO SEAI/CAULK ALL SHUTTER CDW"Vn EDGES WHICH REJWN N CONTRNOUS CONTACT WTH I.- - �, I n.e R ��.� .- --3' M°A---- --... 1.30Q'----I.SW- i .1 N i I I i 3 3. M --,1/4': TAPLON ANCHORS AS MANUFACTURED BY I.T.W. BVILOE%. INC, (Yin. fe-3192 p.s.i.) THE &Atp9C TO PREVENT RAND/RAIN INTRUSION 1 /4' . 7/r CALK -IN ANCHORS. AS MANUFACTURED BY OCAALT NC. (MN. f' -3000 Psi.) 1SOt1ETR� YIEW DETAIL A 1 L__-2.000' - 2.000' - D.M..®.®, 0.+ f__I -I- -- -- - ! - .ram U �6] - 1/4'.. 3/4' SOUR -SET ANCHORS, AS DISTRIBUTED BY AL POINT SCREW. BOLT a SPECIALTY CO. 12. STORM PANEL INSTA LATON SILL COMPLY WITH SPECS INDICATED N THIS DNKNG PLUS ANY BINLDING AND ZONING REGULATIONS ROUNDED CORNER • ENDS OF PANEL'S(Min. rc-3000 p.a.L) PRONGED BY THE JURISDK.TON WHERE PERMIT IS APPLIED TO ENO LAP W/ HEMMED EOM. w;11 O I O O OI'Iall-I _ J i C O Q h' HEADER (� 'U' HEADER 4O AjQj$ ® ANGLE WITH STUD ® ANGLE WfiH Q O O ®� T !/a-f0 PANELMAIE rFJMAIE D A PAINELWTE PLUS ANCHORS. AS MAMFACRRED By ELLO cousTRUCnN PROOVGTS 13. W THIS PRODUCT EVALUATION DOCUMENT (RED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (N.T.S) 4 + 6 4 + 6 r �. - -!• (MN. rc-3330 p.ii) FOR A SITE SPECIFIC PROJECT. I... WHERE THE SITE CONDITIONS DEVATE FROM THE P.E D. REVERSE STUD 3- MAX _�1/4. 2 4, 3 4, 4 4, S S, 7 S, �-6 3' MAx p- 1/4'• Cf TAP -GRAN ANCIDRS. AS YARUFACtURED BY TRV-FAST CORPORAT1oN (rc.J600 A.•,.) -i SEEDARIES ANNR 1a6"-. 09a• - _- --1' MIN. / / / / 11• YN. (D) CONTRACTOR ON TO BE I. PROVIDED FOR /S THE SELECTION UiTE FROM THE INSTALLATION NCLLED, LIFE SAFETT OF THIS PRODUCT , 1/1 0E1. iW/10, 2W/I I 3W/101 4W/10, 11o ( -- A1) MINIMUM EMREONENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL , 3/4', 1' FOR PAHR7MAlE iE]A4.E BASED (N TARS P.E.O. PRODDED W/SHE GOES NOT DEVAT[ FROM THE I:ONDITIWNs DETAILED, ON INS DOCUMENT. ,/t+ a 2/14 T L • H--- 37a• 374• oee'D-7•A'-. SW/10, BW/11 A 7W/11 u D AHD PANEYALTE PLUS AND 1 1/4- FOR CF TAP -(RIP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSBLRY. rJ .. 1 .. �11P^^OdF 1J t2Y . /4Y-20. 304 S'ERO ANC]WRS: FOR CONCRETE SEE �HEOULE ON SIEflS 8 R 9STUCCO SHOD. BE PERMITTED. 1 4- e- _ _ ----A2) CAX-N a SOLID -SE- ANCHORS/SHALL 2HE EMBEDDED 7/8- INTO THE 0 SCREWS USED SHALL BE 1 1 2' LDONG CRETE. 0 E ESTEN1 NT%ISF. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID F MODIFIED. - _ T-- �.270'.656• � 76w•I_-�sR012R um TO _-.__--.-.FOR WOOD SEE SECTIONS ON SHEETS 10 R it _.._ .__ _._ _- �t_ 1I / // 1.b7•t.pa823' .373' ". • _ _ /r O.C. PROP ENGINEER, HALL SLUT To TN15 UTTER THE SIT SAS A D LEGATED FOR REVIEO THE !- D I.00/gION AT L , - 71- -.-1-_-J _-]_J Np 1' MINIMUM F'pt WALLS WITH NO STUCCO. AdRJ WY HFALTW SCREWS OR ALL THREADED SCREWS W/O HELD. (d) SITE SPECIFIC PROJECTS SNAIL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WLA BECOME THE T 1 Ill�l/ ) 1 6 1 � BUT WITH 'IRlD NUTS. ENGINEER far RECORD (E.O.R FORT D< RECORD. ACTING AS A DELEGATED ENGINEEPROJECT AND WHO WILL BE RESPONSIBLE R TO THE 3 /rr tits[ RDR THE L- - 1.063' 1.N3'08a' t.871' \. 1.O1s' 13OD• . PROPS USE OF THEOR E D ENGINEER A3) M csE THAT PREG4f STOMA. PRECAST CONCRETE PANELS, PAVERS. SR1CC0 oR WOOD eawos eE FOUND oN It* -."7•� l _ I- ' -.R i i.080- _ .; I _- I REGULAR STORM PANELS \ I /� ELEVATION EXISTING WALL OR FLOOR . ANCHORS SHALL BE LONG ENOUGH To REACH THE MAN STRUCTURE BEHIND SUCH tNOW PANEL �AAP I . J. M. __ 084• -- ._. - N.T.S. PANELS. ANCDRAGE SHALL BE AS MENTIONED IN At) AND IN A2). (a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL - --__. 2000'__� ENWINR71 OF ACCORD ilAi PaPARED IT. .625'1F 'y'".) lej r0 7.000• 0 KEY HOLE WASHER _(j0 31N0 H%1TNULM iffNYr WA• I Grit C-90: 14. SHUTTER MANUFACNRER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM I/4' • TAPCON ANCHORS AS MANUFACTURED W 1. T. W BIALDEX, INC. -,06}• (�) 'E' TRACK ANGLE ® jf8' cut~ TRACK ® FLAT PLATED 1/a' w,. TAP PANEL SHUTTER D ACCORDANCE OPENING. SECTOR 170O C OF FLORIDAWITHBUILDING1 CODE. ONE LABEL a 2.67" 14 0 • . 4- S U-SETLK-W ANCHM,ORS. AS MANUFACTURED By DENALIOINMC. (Wit. rC.150b SPECIALTY 8E PLACED OD EVERY OPENING. LABELING TO COMPLY WITH SECTOR 1709.9.2 a THE LDOWVAW (Yin) -.OBI• WITH STUD - I/4'. X ]/4' SOLID -SET ANCfONS, AS DISTRIBUTED BY ALL P(7H1 SCREW, BOLT i SPECULTY CO. FLORIDAFT.ORIBUILDING CODE. GALVANIZED sTEn"~ IIWNIIIN (Nit ONQaAW-1_LWilE `WNL1Yj INN. r-low P..L) VA. /S• tnNc - - -- I 4 Et� A• Tf((7l 7N5 ORAWRNC SHALL Oltr TR MSFD TO O�4 l74-10 PM41JAATE FEMALE D AND PANELMATE PLUS ANCHORS. AS RANUFA,cNRED BY ELCO CONSTRUCTION __ .lI' V ,.•""•"'•., PRODUCTS (MN rc-2071 P..J.) .0-0 fNN OBTAN PERMITS A 11O STATE I' FLORIDA I Q'' CENS `"A \• 3: J F ' •; /a' • CF TAP -GRIP ANCHORS, AS MANUFACTURED BY i1N1/-FAST CORPORATION jEli A... 37YO s3WO .87'5'. 1/4' \ M,4N B.7j MINIMUM EMBEDMENT Of TAPCON ANCHORS ELCO PARfl.AA7E$ AND CF TAP -GRIP ANCHOR. INTO THE L VC j FLORIDA BUILDING CODE Hf h Velocity Nurrkam Zone L -� .}7s'CL., N0. 44161 :. * RAx' GALA I ,�4 p;,,,• .eLocK ',Art SHALL BE , V•'. .' • •.•. .21rm f rim N.c FP A --_ -_I I- *: * FLORIDA Bl11LDtNG CODE tit h Vel00I Hurricane tom '' EN •''•.... FLORIDA BUILDING CODE (High VeroG NU cans Zone No. J 167 20 GAGE GALVANIZED STEEL STORY PAN0. � sr ) 063'Y 2AUILc NICKEL a rA EL 1& STATE m ao uem .c FP � '}' wMf T L tC0 K. rP. e2) wK-N R Sauo-sET ACHORS SHA L eE EMaEDDEo 7/s ,Nro THE cOFORETE eLocK uNrt, No a I .zso• 2s, ~ .1e7s• �To W,NG NU 1 W20 GAGE GALVAKEED STEEL STORY PANEL 44167 : 20 GAGE GALVAWZED STE0. STORY PANELMRO STUCCO HURL BE PERMITTED. t/.• .-20 9cREws USED scull eE r 1/z' LONG M1111/AQM ,� - AL PROTECTION PRODUCTS LLC /NVE.20 1 Q Kam_ y O'' (0 *•.• �� °WWNa ,i* aW,AN eP.EXIST, AND I• MPOMUM FOR WALS WITH NO STUCCO. _ • ION"e •-----2.000'- HOLE .4' • ♦ HR . �-�,�'•, S7A IL E C O IN.. .,p,,, ,, ,,,,�T Fs '• /Mts� SECTION A -As *:. * Of/M/M,. O F : nun R E swan DEAF. s< LD+. -. AT PANEL yy /O Z -> /W OLOSAL PROTECTION PRODUCTS• LLC. 0Re _ GLOBAL PROTECTION PRODUCTS, LLC. :.'- (0ON .: t�2s Ir - -A. W t1A WW�e-MIAs Ytw H,dE <r4)A --nK& FAu 20-176 w • AM j-. -- IL E C O INe. ITS. s ATE IL E C O FNc. .1�� KWw w+-•.N LIMN .>.-IAt oe`t°°N-°'t7 8 2 X7 X1 /�4 ,�y� 4Io9 >.r. 616TRm _ Unt II... 6, maT 'wrsN �N •E �a w w... ...r OR Me w O KTER ATA111r, USE WNC NUT W/d!I / i% 4v f) wK aMW rL wKa 20-17E �O' . ORID� ' / taLLT R ctl1[ oL ul,. -' yr .a aK. r. r_ Na ww w - n atw NDIe (@U)M-fa44 W. NIN)PIO.67n "YY .c ..r7 aw a - FW. Ww WRw. w M.r wOlc Fs4 20-176 G-oOW7,t p -`I A TALI ♦., PE w loot , d >e ALUMINUM ANGLE INONWn9C WASNp1 W/ ADOn10WL • 7/a'a3/3i' IN6MER (STNaE39 'y fwW mG-OODIJw of-,O, w. - WR w. aMNFIw OLWNA Na t1'S 4...y. MWwaG Ps STm, OR NRltEi RAFD SNEEL). L YAL/lW4TiAIF/WtE rRTFT A T1wr r. rL _ F' RI -• 11-�i : fWW m--,W Fw : aM0 Fh-,A, ( ),I9-76W. FM: (WjIR-6T17 fIQT N K b G-OOOf)M aLTNN A MILT .,•.. PL - !@T ] M D INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR CONCRETE OR CONCRETE PANELSn & a BLOCK STRUCTURES =.am ANc.m (M 4rAaWt CM CONCRETE ANOHDR6 SKITS a TalO,rAH 9) ': COMM" ANCHORS Dar tOKOME 0r S.W n o now" .) %(t1E1 CONCRETE ANCHORS sawal OM `` EXISTING POUR¢° _ 4 -� ' CONCRETE THEMMTS, RNO16 • IIWO{ON 9) ��_\ D413TNC PONIED r i 1 f7[-y" �•�.14. i SHeET4 a ttaCIRIN 9) +/I" c.4 - W-W 4 4' Is 9IUs \` '�• 1• �T ','' ED".-�,f ,/2. 1/4• / '{-- A H• i '� (E._ •� D09TRIa N'OUR[D EO _ _ \ CONMtE \ M1 -. 1 1 1 I ` ED. 5Y' a of -- - -- -r 1 - E0. y/{��� 1 w i w 3 �,N W ExlsTwc ADORED CONNCRTE REOLARETI- \ , - : `� 1 LN '-R - , Cw A \\ , 1 frA I 1 o-a a 1 N T 7 .r-. DYI ., S CAM >77 • 1 I� 1 iS J bIM N. I ^^ II°°R m a yy ''`::-'- I::. 1 i ,N,A'PC 4 MIARAMINI .4 ao�W 1 V e a eW -1^1/ I -- Fx Hai 1 I PAMLI -( i j I I Ifp1 W RSPANKINA,MR 1 O I b AMR I W a1 N311, I ) 1 IL W 8i 1 I _ I _ I i I I 1 I 1 1 1 i I i T I ' i 1 1 1 I I I \a-' I I 3 1 I L .//.. '/ /• 1 I 1 GAa :. .. 1 1 N ' �.' ' 1 I I .T ___.. 14R • 1 I 0e1N' -• I . .. am SRO a �' I tit tp• 0L. J 111 ] ]r A� I .. _. I bH • oar" POURED _. CO ' On - 1 ,�... I I �_ - 1 12 1/r 0C 1 - 1 rCONCRETE L[L REXISTING AP- \ I I r E0. � I 1 �• r CCONCRETE ONCRETE � f� • 1 OR - --- - CONCRETE BLOCK l RECURED. , C 1 i -y I 12 1/Y a0 r I _ - _ \ . ;'- _`� : 1�\\ .... , j.` _ , CONCRETE BLOOM REOURE0. I- CAS ' jr REQUIRED. r { ._ t 12. . •. _._I EKSMD POUREp� ,'JY r-•1' Yin.YM.� Lnxa►tc AMCAOIB - COKUWTE AINCHORS . L•-E.O I\' AI CdMM9 OpallE ANCIIOB \' ( - 4.N>; ' a�' CgfAiE A D. ` - \l � OR STA17Q)PtD W/ STA 4 N.. CR 7 C.a ® O (g= San= ar (OE SGKDULE 0. �` CwA. , IRE OR - \= e..L Zllf1.11 ae (3a 9C111DULE 9N 1N31S a MRd1CH 9) SK9R a 111RDURI e1 \ tN11fI9 a TIeO,IBII 9) a TweE RNQR a TM10Ud1 9) SGYE 3/s-1 SCALE 3/8-1' SCALE 3/8.,' SCAB 3/6.,• F.__.v .__- __. - -] c ED. - EDGE DISTANCE a trAawYe 1 1 -#w - WmAn r 1 (SEE SCHEDULE ON SHEETS 5 6 9) 10aM¢ I 1 1 6 --.. t r • i� I NOTE FOR C0�6EATKkN OF s S: ,2' ua ae,W I •N;, L NIII.MNNN, Yr••-ER TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 1 i �,,)a A. T/ asP�t........ A; :. L t-'---ED. - .... .:..A; ppKJ1CR ANCfCRs �\ RPNE3 a THROUGHI) \• spLE 3/8.1• .pie(-N OR PANIIWTE ILWE la �, 1/.�•'•`W` ' N•E lE PLUS tR CF TA-MRIv ( OM � MjOAL,NK •TA�haT1�'- SEE 9CAWD'JlE ON SEII a • e) 91H� a 1AvoucH a) -,•,... I' I I r ) - - 1 1 ja ,. I I Ep , c AiotA$IM `.� I 1 OR EA i 1 \ 1<.: i 1 CONCRETE O I 1 I 1 I _O CONCRETE BLOCK I S REOUIR D. I I 1 1 1 I. i t_. _ -_ --- ` I 1 / MR aCAW 1 a A. � aww O'�'ASCO--I ,�� I ANWi >eC,IDK .der I I I I LEI b W=f m ,`olwN ,N •OT e m 1 1 rti sawd0x n� I'"A t111rio O/Y 1 I I I 1 I I 7t I Mo IlUei i r „ . 1 3 I NN, 11 I r , /;I ORITRC POURED CM COIICOIIOe'RETE I - TE apDCI v Reou.® / t I E.D. EXsrPD 1 rnNGRETEP_.11 1 CONCRETE BLOCK ;� I I RECURRED I �m �y ' t �Amovand I -®-T I. Ar u 4 .zcur ,1/r - ..J I N�- AA.,. N,Nat,.lra E r -- .Zi—._I CASE A PLAN1 Cf)P•� r • w: ,N• s ! 3/�M t • la.W.m :..O W R,•, !y CASE B 1 0 ,_l ,/r SCALE >/�6+•1�' AWN. LM 1H a.1W Yj� r.YWtOW, =W` n.e 7a� •'2� L:J"a4•!�" I I is ta.R.K I.: r . 41.• W. • .,7r..4 I Hex = �® I 11 "1 r �1 '��,A1VWNOnW' CASE C (PLAN) IY�® + SCALE 3/1e-1- Q& llj&FJ1D (Pj ) - SCALE 3/16-1' �N'•�uVyt q,=I Rim, d a.�nWRAN{ CA ,-W oft [- - � i -3 1 1}�4:- MO NM • P At =• r aMYpp! slat a W m,MaO p I FEWI E 10 AD' AIIB.IAiE , I tONNgDE ANCHORS i'-t' Y.. \ !M'r^irRPIN i'AP�' i ° i A W IS., OR OF TAP-aNP (SEE Sp1taMZ ION -- _._O - - - - - (sFE t101m1AFE ION SHM*TS a THROUGH 9) 0iW 91111Ea a 9) SECTION 7 R mIlenlllmswwvt m SCALE 3/8-1' SCALE 3/6.1' ' aRaW "Inaw­ 90.�. X \:l �1 . E.D. -(EDGE DISTANCE Ru xr� •iaUf w •a,s M W IW4R _.�DaEXISTINc • Ww 1' WIDE A vARES z 1/B• /1 0P � �. � OR I• . (SEE SCHEDULE ON ',:/0A® CASE F (PLANT __0 aMD / P.T. MOOD PLATE SPACER :�- SHEETS B • 9) SCALE 3/1M1' a HEIY r wwe .wan . 1/e % I 1 No7F Fort 71On aF �ctlors: __ ALUM. TUBE OR I' . VAXES %% 1 P.T. WOOD PLATE SPACER '" i TOP ! BOTTOM MOUNTRIGS CAN BE Ni t� �Hwo 1RAcx CONCRETE ANCHORS , COMBINED N ANY WAY TO SUIT ANY CASE E (PLAN) J (SEE 7CIRDtAt ON / I INSTALLATION. 904E 3//6-1• 3 I SHHEETS • 11HIlalOt e)�, I LUCK CWW. WIC a A T/ "' '•••• P� ° MR. W IDIO,N R R•. CA N/ 3* �CAHMWTE ArH01a�-� M (.g naAt 1 1 f2• Mn. CONCRETE 61ACK , • .et 9R.0O3 H®Mf IO O W ,IIQ, f A a mew a I.eAld 1MK } Mw. REOINTED. IIMCXf IOSN. '.• = 4416r SECTKIN X-X • s SCALE 3/8-1 DETAIL FOR SPACERS REQUIRED AT TOP OR .. S BOTTOM TRACKS ADJAME TO STU=/W0OQ HANDS ?y�� FLORIDA BUILDING CODE NI h Villoetty Nu tons tone .am TuEa. We 20 CA(# GALVANIZED STEEL STORM PANEL vs�---v 61,1FP IT, M/'am-�• --, TI L E C O EI9N .CLOM PROTECTM PRODUCTS. U.C. .=iw. 6t %TRIED u r a - ]a .•9Pa„ . cur A PA W,_rw . a. A DW cut-qR 20-176 D%W Ww - Rae: M4)Ml'E78WR. F,wa.� (9e4)sf-9m w N. �M- ,�,� 1R OA-0a0erT4I ION 1F - NREI 9 M 39 7L INSTALLATION DETAILS FOR REGULAR PANELSQ) & INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCRETE SEE SCHEDULE ON SHEET 9- - RVOUIN ._CONE CONCRETE ANCHORS ON P�Ql1 p COIICREiE CONC:6.iE - (Mel O,EHAP 1 1W101E W IRA FOR WOOD SEE SECTIONS ON SLEET 12 - .. -._pt CC•NCRETE OOGx & CONCRETE 940CK MNd1ETE 9LOCK .3' LLNn. Y.67' 3' wx: REONRED Oac9Erc ANONOIe REg1RED AKtals ANIODa9 REQUIRED I. W". Ee. N168MWra I' Wr. -_ _ QONC -. r SHEET p ' �(OE 9E9cINmuE ae _ saFDLILE oN py, RB OMD 1 \ J HHrIT 9) - --- _ ' \\• WEN* 9) ---- I i i 1 1 , -! C- C- I t -- I i : 1 I sox \ ; I 1 1 Oi r �. I s E1 MAX — _ - - �... ,A- i \ 1 I I SL S­7,;" n W/ 1 I•' to ! W o i P 14 i, WYC�AW. a lKir -. Yi.l -•.. t i i. • l r WA®uM , loan[ - T 9M lM faa,A, 1 1 a tam q . , I Man O i 1 •Cat q ,,�.: O I 1 1 I _ .. , 1. - _ d.';... I __.. _ _ __ I :: . . I ! . ... 6DIC 3 I _. _. _. __ Al tT -Ain •Doi • i-_.. __. _ __I � ! f •Hirt •�b1a' -I -- L 1 W N1/4Y-]OAT 9 I /4Y-2w,• IV. .-YOAAr i ' I ; 1 a'{._. lu eal3 WI `. lu bars r/ ` i Litt saes W/ , 0 1 I I , YAx 7A• 7 Y 7 IW.O Alt • fJWNI 1 IWWO , 3"^ + 1 I I A /32 I vu tttt Imo' I 1� , 3 I� I 'I 1 I t _. _ __ I • 1. - _--- _ ,,'�-__ L _ -_ -_._ ;,, .. 1 I I - I '.. W I �( I rA 1 ' (.. I �p�fN6 ROB _ [_ ♦ 1. R BEAR Br0 3• Wu.:� 1- IXAR O MN�-1 OF Y ARAM -3 A}OI r Y eea. ..._ AX.® CN ® 4i 1 • Yln.' MAX F VAIIJ[ OF 1• I• No - IRA. ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 j -13 FOR WOOD SEE SECTIONS ON SHEET 12 Ep. cut E � E SRO • ,2 1 t/Y• 0c T' t_ i-) G--)1/4• 11" ems. ANCHORS SUaGERED W SCKDUIE ON SHEET 9) _.POIIYD COMCP OR Z�Nt71E7[ 61DCK SCALE 3/9-1- , iNo LW.MWn SULE 3/32•-1 _E_r 1/4' MAX. GAP _. � ' T I i 4••-20a3/4' S.S. BOLT --L--) (MN OADIAP -1 WHOLE VALE ) i W/ 7/B-W/32" RANG NUT - = - O 12 1S O.C. (211 11 ScH ANCHORS (SEE s2E AN" ON SHEET 9 WVUE 011 '/a' ' w` -- (�SG•LKLF ON uua coNcaEEE a SECTION A -A (TvoJ __P�7URlD COMCRFiIE pt RDCK DOMCi/E BLOCK REOLARED SOLE 3/3A ( IWDIAWD WALE 3/8-1- SCAU�'UAAIL. E.D. - EDGE DISTANCE N07E.f� C9ULTId�I of SECTIONS: (SEE SCHEDULE ON TOP h BOTTOM MOUNTNCS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, FLORIDA L ^i.., W _a O L- U) 0- a) U _0 L.A. V aaaaaa� '('^^ v, W LIJ = <C Z Z J a_ SHEET NO. SH 1.0. I III I III BI ImIN' lip II U] I_ RLIWN• ,. ] . . WALL AND FLOOR MOUNTING INSTALLATION FORad"IR cm • a _- _ SPLIT PANELS To)'a- \ m1oW,E , ` ra-.,/aw-4•"' rAT•n .•,a•_r-� _ �. ,-�----T,- �. C . i,• Cry.. ,v a •o,+ow -- - - - \ E I 1 ) F � � MALK• 10,111 • WAS,E11 . MR. I 1 EDOE or WALL ® D.. L . SaaDR r r2iD'/•• c ; 4/1" OPCOM X. r �_. 1• -4•--. 1 Oa1rAwTC m Wat ,. 1. RLDC •/ 2 1/r I `' -LION.' 2' --' x /Um Slat, ARa _ L ' I 1 SCALE: 141• ^R•Il 1 ' DETAIL I ) I WING •/a-•' ra T 7_�• �',( ®� I 1• 0W., "U1 I., M1K aoOAt�`�_�� .I YA/ar •,�loYlA[. ar �L _ I a •eeD A.+.. ->Ee cal L ,yam. I,a am. f •' /t••]�•• 1 _ a1 .ees W. -NOSE - 1 - .`_ 40NLL ' Cleo ON N' srET) ` 1 1 1 1 I ; •s/e.INiroc 4r\"3 FLUID muct, (2) 1 aY ,MUD lBo..IMOw. ,NNa%� _-Ma L- )4, Or i r) , :- ®p• 1I. :�:: --r... MAUNwN • m SPLIT STORY PANELA ELEVATKlN 1 I 1 SCALE 1/4'-1' SCALE 1/4"-t' -�r w"a9 SCALE I/B'-t• DETAIL 2 cox OF a sue \ 1�• -1 ► MLILLION SCHFOLILE MOa. INIL,LION SPAN (T.) • REQUIRED Tan. tI1BE MuuDN - . 1' a 1 4• j n1 c oN tNa[m . a N 1 -� 0f Na.O rat- _I,ILVEwE MIrO Ram ... �_! � •MUD • 'BANS VV FOR A.S.D. DESIGN PRESSURE RATING ilP TO /SS.of., SECTION 1 SCALE 3/B-,- MOTE MULLION CAN ALSO BE INSTALLED w/0 $FORM PANELS ON TOP OR eofTDY So THAT IT B LOCATED AT TOP OR BOTTOM OF OP011W. (ONE PANEL. OPENING W/ TUN TOP a BDTTOM) FLORIDA BUILDING CODE (Moh Velocity NUFFIDaM INSTALLATION DETAILS FOR REGULAR PANELS0 a CiA INTO EXISTING WOOD STRUCTURES A/r ,r� /wI..IRti WM>•m n+an __ __ w,Yp.•�ac TOR/ wm"� n i . � - _ •/r•W9 -., 4 N,•r k' , .•. w ma • r - ,M w *ra•* • r r 4 - _ Nso•ma I ,�e'� o .PmMrs I , ,� *MMlte ratNl.rN - -- - ' -- _ _ ,A• o�MN-n \� j4 uarn v'"mww a�"°Otiaorur. }s ROC ,•LION NI•• AN- i ; • f A.M. � .\ � 2 , � -- M'.rr'ml a� " :. 1 •••• N o"rWm iW.W"AAM. ,� Iff '� III ; ir:, � - ;', i! -- - ) ,".J ,, rR, ' r � ��".`L,•',` t VMAg [ At - _ I •moo a 6 ro •Aa m awe WALL IMMKTING � OWALLATION - ALTERNATIVE 3W mo "• u,/f�ec SON 1/4• 1' / r lYa I R RCO PN• �•,�y� nw1 �����1NSTLLLATION - LLTERNATIYE 1 L La.,a"�. „i•ia .-- -.... _ _ MOUNITual r e lma a ELDOR MOUNTING WAIL t FLOOR MOIINTRIG WALL bg)UNTM u6TALUTNkI - ALTERNATIVE Aw INSTALLATN M - ALTERMWE sW pNSTAWTION - ATTERNATNE 2W (SECTION AT TOP IS L1WiED TO +55a-67.D MAX. 11CALM 1/4• - I• A.S.D. OESION PRESSURE RATING) Si Ile _ 1' SCALE- 1/4• - I- iiTMa�a�, i elan ; 1 mom i e I rr Roo m c.,A i aaNs I ,o rw, Ntwo " w*PWs•••.. - •iSa�ow•o m F100R YOIINTMG INSTAl1ATNMi - SECTION SAW �NNN11M111111//� S `CALE: 1/4' . I • 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS�'��� A• jlt�l �' UP TO +55.5, -72.0 p.s.l. AND PANEL'S LENGTH UP TO 8'-B'. ?+y�P\,.�•' ,JCENS • �;/'��'4, FLORIDA BUILDING CODE N' h YN,xi Nurr(atn• Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. f N0. 4T67 £ roma'A�o' Pc- 20 GAQE GALVANZED STEEL STORM PANEL FP NOTE FOR (bMBBMTION OF SECTIONS; ? GLOBAL PROTECTION PRODUCTS, LLC. -q, ST DF� _ --- Dwc p TOP ! BOTTOM MOUNTINGS CAN BE �,ADF .. FL SLOT;: '� / ��-� ••.:'n. 1. A. r NPI.r {r••Ea ,a "i" Hoc t•a•M�7e•e. FNc' Malem-a'n> 20-176 4y sS/0 AL ! r` m "w Hll a" - INSTALLATION. P»�m awr r a. r arc wwa Ns COMBINED IN ANY WAY TO SUIT ANY ay G INSTALLATION. ////I ILN1 MALTIN A lug i.. Pi. N tF,r r "M to O SO CONGNTT ANGERS COMCIER AN010S5 FOR CONt21ETE AMMMa SEE SOEDMIE ON SHUT ,a; (SEE SCHEDULE ON- ($a eCIEDipE ON fall wDoo sLmCW: SEE BEctIDN ON mmw le - - 1, d 1W/15 S,ERI 14) sIm 14) J`- -` -I PDuRED oorDIEE __\ 1/4, 2✓A w41 3/4 a 4/4 1, 2 3 iw/is Y r.. r MM - -. lro' J.250 _ Sao• J.�. . r',' M,L f PoIREo caMna,E IEDtMWm \ J \ I cePL •' Cent I,{l.OR {I1'f.!fMt ; 11-14,11111 _i-1Z 1 II TTf- -i-1114111 TTooI (NEERIOR (WIEWM MM1Qj (wmw (END aMR itvDW a WSC�N� snNo • u +/2' o.a sT1D • u ,/2�o.e. I&I i11,�,SPEQ�A�.Y'IRT. MiR/'ia) ro i s I oc NN 'Mn (rlsE .. • TA.[IN_I- -III[itlA _ _ I- (sm ou 2/1{ r i i ..i 11 1 low Ai M 1 AT m PNELti7 I (.a SEALS 1-- GOI MRE R I I .2,14) OR CONCRETE S °pRELmn r A 2/41 24/4, 3/4 NA 4/4 1. 2. R yW/13 1, t 1W/15 to I ALTERNATE LOCATION _ --N ON LIFE SAFETY PANEL L- AREA W/NO LIFE SAFER PANELS LOCATION OF LIFE (SEE NOTE tKLoW) I.O. AEG" PANELS W/ OR - SAFETY PANEL -J W/O REGULAR TRACKS (SEE NOES I // / / , BELOW) E LAST PANEL. Ei7 TO BE INSTALLED AS (SEE SCHEDULE M CAFE SAFETY PANEL OPENeIO 8)IALL plL � g� LIEE ALMYS eE r=rX R/ TEAR HANDLE SHEET N) rrotAlm CONCRETE- :0.OaER % INVL CONION,•ON) TO AACAIFAR INSTALLAT,Ol1 r IN,E,OED �' '�M" COI10ER ANOKINsr `--`- OF OR Rfl10VfD Ffl011 M90E ELEVATION WALL MOUNTING INSTALLATION WALL AaID FLU+ MOUNTING INSTALLATION SCENE 3/32•-I• SECTION i SCALE: 3/8" - 1• - SECTION 2 SCALE: 3/e' . I p- N.F. GAP 1 • 1 • /4' Mm. GP - NOTES ON WE SAFETY STORM PANEL SYSTEM NCT IAIION (A] NL STORM CAN K TED DR 1. oR�/dAN �NTERIOR CNN£ . CANE PAN LA LLOCATTIIONµ END TWEE NL ENO �iEELS). PANEL) 1 a ffi rWIOERRprI) PANELS. A oC ►HEMS CAFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS a TRJMOE Laa1Kw (W/ OR W/O RECA" TRACKS.) SEE NOR I) 1. CAFE SAFETY PANEL CONSISTS OF 0.03B' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER WMIPONEM SHEET 2 OF DRAW". SCALE 3/32•-1• THIS PANEL ITSELF TO ■ REMOVED DR INSTALLED FROM THE NSIOE OF STRUCTURE. J. CAFE SAFETY PANS REOURES TOP TRACK TO 9E (bMpoNENr �t BOTTOM TRACK 7p 1Nu1NTlwpH BE coT ®AS PER SNR2T 2 OF TZ TNWYRdc. fC,�•CEN u�T,/ COMPONENT Y BE NSFALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I At ---- 2 `M ON THIS SHEET. AS WELL AS DETAILS 1 t 2 ON SHEET 14. �:•J FLORIDA 8UIIDING CODE(Nigh VelocityNurrte0l» Zon• 4. MCA LENGTH FOR COMPOEEM �IS IS•. MCA. ANCHOR SPACING FOR CS20HENi ®ANCHORAGE AT BOTTOM I5 GIVEN ON z �• * ao2o nttaD. *,c. 20 CAGE GALVANIZED STEEL STORY PANEL t," •r: SCHEDULE t ! 2. SWEET 14. ; * •: COMPONENT ® MAY DE PERMANENT OR REMOVABLE _ q, - a. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME MALDNKS ON SHEET 15. y' A IQP :' • - GLOBAL PROTECTION PRODUCT% LLC. IN�� o •.• oa 1L ECOINc. .m S.W. 3+sow 6. SEE SHEET 4 FOR DETAL APPLICABLE To THE NECESSITY FOR THE INSTALLATION OF h,, SSS ONA�• A• : *,. a f*L 4rNwa COMPANY PNeIIE: ssa CAME. R �'"a 20-176 F SPACERS A7 TRACKS IIS/Al1LD ADJACENT AND BEYOND TO STUCCO/WOOD BANGS. ,//N//I NELIIiM ` ,.--' Oln m.,*G . a : FILM ON -ran -= )eM-TSaA FA1C (abaleN-a'nTa PL StV v"Tvw/OOE CA. "An 10 wNtQ A Rllf Y. P.[ M TAW A RwRA ue. F Y,A] . _ _ . - _ a1WE11] M Ea MAXIMUM A.S.D. DESIGN PRESSURE RATING (F,X„1A) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VALID ONLY FOR t VWFMIXWW AS PER SECTIONS 1 TMW fa ON SHEETS 4. 5 t e) • BOLTED r/ 1/4'0-200' aS NS. A Megan IJ D101M i MDJW M OF iNR MAXIM M A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n�A� INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES CIAMAD ONLY FOR PANDS I0! ® OWAl1ATIO1S AS PER SECTIONS 1 TABU 7, ON DIMM 4 t 5) www 1tia A: T/i t16 FLORIDA BUILDING CODE M h Veloci Nurrfetm Zon•i No. e'�0 n'u0 rG 20 GAGE GALVANIZED STEEL STORM PANEL*FP �'- ' > PROTECTION PRODUCiS/ LLC. /fMm S.R. 01 RNEiT oAL aAa�f20-176 O r,-• am Ot-NO 1. ATE C& fun _ - Flo, A iLLn JAL., PL n-w r srn . a Mw SHAL000mpto L NOT B[ LESS 11MM YOIMyII NACaNO MUNCHED MR NaRIG (S¢�)lF)NON OF ilDl ♦Sa.S. -T2.0 Y-S' M 1L45 2,/{• UIIBOLTED 1 1tRU b i z ♦153. -7Z0 »•-0' ro r-B' IAA. 2 3/4' IAlOLRD , THAT a a 7 .aaa -no >s•-s- ro +Ya• ,laN : +/2' • ••LAT�O•Dr/IS N e .Sae, -mo 12'-{• M LEa ] +/x• • SOVE• ,O'�!N•M E • A +o NOTES SUIT IIaNAAM AS.D. IWRM1N AIID,ORS >PIA10 FOR [A. _ ] 1/2' •• O[SAON f•IPC011 O TAFtRP CNN(-W n•aM*aR fEMN1E D PAIRYAIL PUJB ro SECTIONS f t II,LYIMM PANEL RATING (,..I) ro ,xNcaEE W1 ro m•ouTE or� ro uNcuTc o,� m rnntER Nx� ro Ix•,OErz oI� ANY xIxIMBa4Nna+ LEHKnN t• (R) r N/A N/A N/A a• N/A •' N/A I• /V 1 (TOP) I a• a• N/A N/A r a• NIA M/A N/A e' N/A e' NIA e' M/A 2 (EDP) e• N/A N/A N/A a' r/A !' N/A a' NIA x (BDnOQ ♦SEES. -n0 e' WA N/A N/A e' A e• N/A r Nt/A M LC55 N/ a A 4 CROP) ]'-S' M tE45 f• N/A �W^ NIA a• N/A S' N/A r N/A 7 ROM a• a• A/A(SOTTO*+)N/• /A /x' a +/.• +x t/2• a ,/r a t/•• a ,/r a ,/.• a +H' a (+d/BOTTOM) SEE slap ,o . I+ roR A/CTIDM TYPE • aPANxND rdl FIaMUNtorm 11N10 R000 FRAtE •lxgn 1w+AAN ANCHOR 9KTN05 AM NerSMel EDq DISTANC[ Aft IIDNGOED M tIR fOrDI,IL POR [.a LESS THIN 1IDICARD M 9CNEOtaE aEdNGE ANCHOR eMt•l0 By YARKYMO YAC•IO 5110NN M su,roulE a+ THE FDILOwINa FACTOR. rdt THIS OP[RATDN m EE POSSIBLE. IEDLICFD aPAUD OWBPEO IMMNO rAOT011 fMl MNra10R lY1E N ANbele' L.iIlDiO. NODR 57R ,/.•. tp•• _ tN. t/{Ll - ,/r. ,/s•• cram a�nP-s N11OY"R nNa-ar 2to-4n r. •na raa• trJ . ] ] ] f of ] Its.•., a.rNr er N ] ] ] ,n ] +/2 ] ,p 1101Y1 t6 CONE L� RLGOR - ],N. 1/4' la a s/B' TONG BRASS OUSHING w/ 1/s•r-20t• S3. M.S. • e 1/4. OZ. FOR PANEL UNOT IS M ro S. AM a 1/4' O.C. FOR wows OP TO r-B• Mr M 1f 0 PAMELMATE I1MrlE C OR FAME MATE PUG • �- 12 1 IO C AITN 1 ,/r UAL ,Ha mms 'y TRM , HrAOEtt FOl ell uMlcnls u I I I ) , I I I i / 1 It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT ��� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. 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TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING FLORIDA BUILDING CODE (Moh Velocity NUFFIDaM INSTALLATION DETAILS FOR REGULAR PANELS0 a CiA INTO EXISTING WOOD STRUCTURES A/r ,r� /wI..IRti WM>•m n+an __ __ w,Yp.•�ac TOR/ wm"� n i . � - _ •/r•W9 -., 4 N,•r k' , .•. w ma • r - ,M w *ra•* • r r 4 - _ Nso•ma I ,�e'� o .PmMrs I , ,� *MMlte ratNl.rN - -- - ' -- _ _ ,A• o�MN-n \� j4 uarn v'"mww a�"°Otiaorur. }s ROC ,•LION NI•• AN- i ; • f A.M. � .\ � 2 , � -- M'.rr'ml a� " :. 1 •••• N o"rWm iW.W"AAM. ,� Iff '� III ; ir:, � - ;', i! -- - ) ,".J ,, rR, ' r � ��".`L,•',` t VMAg [ At - _ I •moo a 6 ro •Aa m awe WALL IMMKTING � OWALLATION - ALTERNATIVE 3W mo "• u,/f�ec SON 1/4• 1' / r lYa I R RCO PN• �•,�y� nw1 �����1NSTLLLATION - LLTERNATIYE 1 L La.,a"�. „i•ia .-- -.... _ _ MOUNITual r e lma a ELDOR MOUNTING WAIL t FLOOR MOIINTRIG WALL bg)UNTM u6TALUTNkI - ALTERNATIVE Aw INSTALLATN M - ALTERMWE sW pNSTAWTION - ATTERNATNE 2W (SECTION AT TOP IS L1WiED TO +55a-67.D MAX. 11CALM 1/4• - I• A.S.D. OESION PRESSURE RATING) Si Ile _ 1' SCALE- 1/4• - I- iiTMa�a�, i elan ; 1 mom i e I rr Roo m c.,A i aaNs I ,o rw, Ntwo " w*PWs•••.. - •iSa�ow•o m F100R YOIINTMG INSTAl1ATNMi - SECTION SAW �NNN11M111111//� S `CALE: 1/4' . I • 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS�'��� A• jlt�l �' UP TO +55.5, -72.0 p.s.l. AND PANEL'S LENGTH UP TO 8'-B'. ?+y�P\,.�•' ,JCENS • �;/'��'4, FLORIDA BUILDING CODE N' h YN,xi Nurr(atn• Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. f N0. 4T67 £ roma'A�o' Pc- 20 GAQE GALVANZED STEEL STORM PANEL FP NOTE FOR (bMBBMTION OF SECTIONS; ? GLOBAL PROTECTION PRODUCTS, LLC. -q, ST DF� _ --- Dwc p TOP ! BOTTOM MOUNTINGS CAN BE �,ADF .. FL SLOT;: '� / ��-� ••.:'n. 1. A. r NPI.r {r••Ea ,a "i" Hoc t•a•M�7e•e. FNc' Malem-a'n> 20-176 4y sS/0 AL ! r` m "w Hll a" - INSTALLATION. P»�m awr r a. r arc wwa Ns COMBINED IN ANY WAY TO SUIT ANY ay G INSTALLATION. ////I ILN1 MALTIN A lug i.. Pi. N tF,r r "M to O SO CONGNTT ANGERS COMCIER AN010S5 FOR CONt21ETE AMMMa SEE SOEDMIE ON SHUT ,a; (SEE SCHEDULE ON- ($a eCIEDipE ON fall wDoo sLmCW: SEE BEctIDN ON mmw le - - 1, d 1W/15 S,ERI 14) sIm 14) J`- -` -I PDuRED oorDIEE __\ 1/4, 2✓A w41 3/4 a 4/4 1, 2 3 iw/is Y r.. r MM - -. lro' J.250 _ Sao• J.�. . r',' M,L f PoIREo caMna,E IEDtMWm \ J \ I cePL •' Cent I,{l.OR {I1'f.!fMt ; 11-14,11111 _i-1Z 1 II TTf- -i-1114111 TTooI (NEERIOR (WIEWM MM1Qj (wmw (END aMR itvDW a WSC�N� snNo • u +/2' o.a sT1D • u ,/2�o.e. I&I i11,�,SPEQ�A�.Y'IRT. MiR/'ia) ro i s I oc NN 'Mn (rlsE .. • TA.[IN_I- -III[itlA _ _ I- (sm ou 2/1{ r i i ..i 11 1 low Ai M 1 AT m PNELti7 I (.a SEALS 1-- GOI MRE R I I .2,14) OR CONCRETE S °pRELmn r A 2/41 24/4, 3/4 NA 4/4 1. 2. R yW/13 1, t 1W/15 to I ALTERNATE LOCATION _ --N ON LIFE SAFETY PANEL L- AREA W/NO LIFE SAFER PANELS LOCATION OF LIFE (SEE NOTE tKLoW) I.O. AEG" PANELS W/ OR - SAFETY PANEL -J W/O REGULAR TRACKS (SEE NOES I // / / , BELOW) E LAST PANEL. Ei7 TO BE INSTALLED AS (SEE SCHEDULE M CAFE SAFETY PANEL OPENeIO 8)IALL plL � g� LIEE ALMYS eE r=rX R/ TEAR HANDLE SHEET N) rrotAlm CONCRETE- :0.OaER % INVL CONION,•ON) TO AACAIFAR INSTALLAT,Ol1 r IN,E,OED �' '�M" COI10ER ANOKINsr `--`- OF OR Rfl10VfD Ffl011 M90E ELEVATION WALL MOUNTING INSTALLATION WALL AaID FLU+ MOUNTING INSTALLATION SCENE 3/32•-I• SECTION i SCALE: 3/8" - 1• - SECTION 2 SCALE: 3/e' . I p- N.F. GAP 1 • 1 • /4' Mm. GP - NOTES ON WE SAFETY STORM PANEL SYSTEM NCT IAIION (A] NL STORM CAN K TED DR 1. oR�/dAN �NTERIOR CNN£ . CANE PAN LA LLOCATTIIONµ END TWEE NL ENO �iEELS). PANEL) 1 a ffi rWIOERRprI) PANELS. A oC ►HEMS CAFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS a TRJMOE Laa1Kw (W/ OR W/O RECA" TRACKS.) SEE NOR I) 1. CAFE SAFETY PANEL CONSISTS OF 0.03B' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER WMIPONEM SHEET 2 OF DRAW". SCALE 3/32•-1• THIS PANEL ITSELF TO ■ REMOVED DR INSTALLED FROM THE NSIOE OF STRUCTURE. J. CAFE SAFETY PANS REOURES TOP TRACK TO 9E (bMpoNENr �t BOTTOM TRACK 7p 1Nu1NTlwpH BE coT ®AS PER SNR2T 2 OF TZ TNWYRdc. fC,�•CEN u�T,/ COMPONENT Y BE NSFALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I At ---- 2 `M ON THIS SHEET. AS WELL AS DETAILS 1 t 2 ON SHEET 14. �:•J FLORIDA 8UIIDING CODE(Nigh VelocityNurrte0l» Zon• 4. MCA LENGTH FOR COMPOEEM �IS IS•. MCA. ANCHOR SPACING FOR CS20HENi ®ANCHORAGE AT BOTTOM I5 GIVEN ON z �• * ao2o nttaD. *,c. 20 CAGE GALVANIZED STEEL STORY PANEL t," •r: SCHEDULE t ! 2. SWEET 14. ; * •: COMPONENT ® MAY DE PERMANENT OR REMOVABLE _ q, - a. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME MALDNKS ON SHEET 15. y' A IQP :' • - GLOBAL PROTECTION PRODUCT% LLC. IN�� o •.• oa 1L ECOINc. .m S.W. 3+sow 6. SEE SHEET 4 FOR DETAL APPLICABLE To THE NECESSITY FOR THE INSTALLATION OF h,, SSS ONA�• A• : *,. a f*L 4rNwa COMPANY PNeIIE: ssa CAME. R �'"a 20-176 F SPACERS A7 TRACKS IIS/Al1LD ADJACENT AND BEYOND TO STUCCO/WOOD BANGS. ,//N//I NELIIiM ` ,.--' Oln m.,*G . a : FILM ON -ran -= )eM-TSaA FA1C (abaleN-a'nTa PL StV v"Tvw/OOE CA. "An 10 wNtQ A Rllf Y. P.[ M TAW A RwRA ue. F Y,A] . _ _ . - _ a1WE11] M Ea MAXIMUM A.S.D. DESIGN PRESSURE RATING (F,X„1A) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VALID ONLY FOR t VWFMIXWW AS PER SECTIONS 1 TMW fa ON SHEETS 4. 5 t e) • BOLTED r/ 1/4'0-200' aS NS. A Megan IJ D101M i MDJW M OF iNR MAXIM M A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n�A� INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES CIAMAD ONLY FOR PANDS I0! ® OWAl1ATIO1S AS PER SECTIONS 1 TABU 7, ON DIMM 4 t 5) www 1tia A: T/i t16 FLORIDA BUILDING CODE M h Veloci Nurrfetm Zon•i No. e'�0 n'u0 rG 20 GAGE GALVANIZED STEEL STORM PANEL*FP �'- ' > PROTECTION PRODUCiS/ LLC. /fMm S.R. 01 RNEiT oAL aAa�f20-176 O r,-• am Ot-NO 1. ATE C& fun _ - Flo, A iLLn JAL., PL n-w r srn . a Mw SHAL000mpto L NOT B[ LESS 11MM YOIMyII NACaNO MUNCHED MR NaRIG (S¢�)lF)NON OF ilDl ♦Sa.S. -T2.0 Y-S' M 1L45 2,/{• UIIBOLTED 1 1tRU b i z ♦153. -7Z0 »•-0' ro r-B' IAA. 2 3/4' IAlOLRD , THAT a a 7 .aaa -no >s•-s- ro +Ya• ,laN : +/2' • ••LAT�O•Dr/IS N e .Sae, -mo 12'-{• M LEa ] +/x• • SOVE• ,O'�!N•M E • A +o NOTES SUIT IIaNAAM AS.D. IWRM1N AIID,ORS >PIA10 FOR [A. _ ] 1/2' •• O[SAON f•IPC011 O TAFtRP CNN(-W n•aM*aR fEMN1E D PAIRYAIL PUJB ro SECTIONS f t II,LYIMM PANEL RATING (,..I) ro ,xNcaEE W1 ro m•ouTE or� ro uNcuTc o,� m rnntER Nx� ro Ix•,OErz oI� ANY xIxIMBa4Nna+ LEHKnN t• (R) r N/A N/A N/A a• N/A •' N/A I• /V 1 (TOP) I a• a• N/A N/A r a• NIA M/A N/A e' N/A e' NIA e' M/A 2 (EDP) e• N/A N/A N/A a' r/A !' N/A a' NIA x (BDnOQ ♦SEES. -n0 e' WA N/A N/A e' A e• N/A r Nt/A M LC55 N/ a A 4 CROP) ]'-S' M tE45 f• N/A �W^ NIA a• N/A S' N/A r N/A 7 ROM a• a• A/A(SOTTO*+)N/• /A /x' a +/.• +x t/2• a ,/r a t/•• a ,/r a ,/.• a +H' a (+d/BOTTOM) SEE slap ,o . I+ roR A/CTIDM TYPE • aPANxND rdl FIaMUNtorm 11N10 R000 FRAtE •lxgn 1w+AAN ANCHOR 9KTN05 AM NerSMel EDq DISTANC[ Aft IIDNGOED M tIR fOrDI,IL POR [.a LESS THIN 1IDICARD M 9CNEOtaE aEdNGE ANCHOR eMt•l0 By YARKYMO YAC•IO 5110NN M su,roulE a+ THE FDILOwINa FACTOR. rdt THIS OP[RATDN m EE POSSIBLE. IEDLICFD aPAUD OWBPEO IMMNO rAOT011 fMl MNra10R lY1E N ANbele' L.iIlDiO. NODR 57R ,/.•. tp•• _ tN. t/{Ll - ,/r. ,/s•• cram a�nP-s N11OY"R nNa-ar 2to-4n r. •na raa• trJ . ] ] ] f of ] Its.•., a.rNr er N ] ] ] ,n ] +/2 ] ,p 1101Y1 t6 CONE L� RLGOR - ],N. 1/4' la a s/B' TONG BRASS OUSHING w/ 1/s•r-20t• S3. M.S. • e 1/4. OZ. FOR PANEL UNOT IS M ro S. AM a 1/4' O.C. FOR wows OP TO r-B• Mr M 1f 0 PAMELMATE I1MrlE C OR FAME MATE PUG • �- 12 1 IO C AITN 1 ,/r UAL ,Ha mms 'y TRM , HrAOEtt FOl ell uMlcnls u I I I ) , I I I i / 1 It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT ��� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING CONGNTT ANGERS COMCIER AN010S5 FOR CONt21ETE AMMMa SEE SOEDMIE ON SHUT ,a; (SEE SCHEDULE ON- ($a eCIEDipE ON fall wDoo sLmCW: SEE BEctIDN ON mmw le - - 1, d 1W/15 S,ERI 14) sIm 14) J`- -` -I PDuRED oorDIEE __\ 1/4, 2✓A w41 3/4 a 4/4 1, 2 3 iw/is Y r.. r MM - -. lro' J.250 _ Sao• J.�. . r',' M,L f PoIREo caMna,E IEDtMWm \ J \ I cePL •' Cent I,{l.OR {I1'f.!fMt ; 11-14,11111 _i-1Z 1 II TTf- -i-1114111 TTooI (NEERIOR (WIEWM MM1Qj (wmw (END aMR itvDW a WSC�N� snNo • u +/2' o.a sT1D • u ,/2�o.e. I&I i11,�,SPEQ�A�.Y'IRT. MiR/'ia) ro i s I oc NN 'Mn (rlsE .. • TA.[IN_I- -III[itlA _ _ I- (sm ou 2/1{ r i i ..i 11 1 low Ai M 1 AT m PNELti7 I (.a SEALS 1-- GOI MRE R I I .2,14) OR CONCRETE S °pRELmn r A 2/41 24/4, 3/4 NA 4/4 1. 2. R yW/13 1, t 1W/15 to I ALTERNATE LOCATION _ --N ON LIFE SAFETY PANEL L- AREA W/NO LIFE SAFER PANELS LOCATION OF LIFE (SEE NOTE tKLoW) I.O. AEG" PANELS W/ OR - SAFETY PANEL -J W/O REGULAR TRACKS (SEE NOES I // / / , BELOW) E LAST PANEL. Ei7 TO BE INSTALLED AS (SEE SCHEDULE M CAFE SAFETY PANEL OPENeIO 8)IALL plL � g� LIEE ALMYS eE r=rX R/ TEAR HANDLE SHEET N) rrotAlm CONCRETE- :0.OaER % INVL CONION,•ON) TO AACAIFAR INSTALLAT,Ol1 r IN,E,OED �' '�M" COI10ER ANOKINsr `--`- OF OR Rfl10VfD Ffl011 M90E ELEVATION WALL MOUNTING INSTALLATION WALL AaID FLU+ MOUNTING INSTALLATION SCENE 3/32•-I• SECTION i SCALE: 3/8" - 1• - SECTION 2 SCALE: 3/e' . I p- N.F. GAP 1 • 1 • /4' Mm. GP - NOTES ON WE SAFETY STORM PANEL SYSTEM NCT IAIION (A] NL STORM CAN K TED DR 1. oR�/dAN �NTERIOR CNN£ . CANE PAN LA LLOCATTIIONµ END TWEE NL ENO �iEELS). PANEL) 1 a ffi rWIOERRprI) PANELS. A oC ►HEMS CAFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS a TRJMOE Laa1Kw (W/ OR W/O RECA" TRACKS.) SEE NOR I) 1. CAFE SAFETY PANEL CONSISTS OF 0.03B' GALVANIZED STEEL STORM PANEL AS SECTION B-B PER WMIPONEM SHEET 2 OF DRAW". SCALE 3/32•-1• THIS PANEL ITSELF TO ■ REMOVED DR INSTALLED FROM THE NSIOE OF STRUCTURE. J. CAFE SAFETY PANS REOURES TOP TRACK TO 9E (bMpoNENr �t BOTTOM TRACK 7p 1Nu1NTlwpH BE coT ®AS PER SNR2T 2 OF TZ TNWYRdc. fC,�•CEN u�T,/ COMPONENT Y BE NSFALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I At ---- 2 `M ON THIS SHEET. AS WELL AS DETAILS 1 t 2 ON SHEET 14. �:•J FLORIDA 8UIIDING CODE(Nigh VelocityNurrte0l» Zon• 4. MCA LENGTH FOR COMPOEEM �IS IS•. MCA. ANCHOR SPACING FOR CS20HENi ®ANCHORAGE AT BOTTOM I5 GIVEN ON z �• * ao2o nttaD. *,c. 20 CAGE GALVANIZED STEEL STORY PANEL t," •r: SCHEDULE t ! 2. SWEET 14. ; * •: COMPONENT ® MAY DE PERMANENT OR REMOVABLE _ q, - a. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME MALDNKS ON SHEET 15. y' A IQP :' • - GLOBAL PROTECTION PRODUCT% LLC. IN�� o •.• oa 1L ECOINc. .m S.W. 3+sow 6. SEE SHEET 4 FOR DETAL APPLICABLE To THE NECESSITY FOR THE INSTALLATION OF h,, SSS ONA�• A• : *,. a f*L 4rNwa COMPANY PNeIIE: ssa CAME. R �'"a 20-176 F SPACERS A7 TRACKS IIS/Al1LD ADJACENT AND BEYOND TO STUCCO/WOOD BANGS. ,//N//I NELIIiM ` ,.--' Oln m.,*G . a : FILM ON -ran -= )eM-TSaA FA1C (abaleN-a'nTa PL StV v"Tvw/OOE CA. "An 10 wNtQ A Rllf Y. P.[ M TAW A RwRA ue. F Y,A] . _ _ . - _ a1WE11] M Ea MAXIMUM A.S.D. DESIGN PRESSURE RATING (F,X„1A) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VALID ONLY FOR t VWFMIXWW AS PER SECTIONS 1 TMW fa ON SHEETS 4. 5 t e) • BOLTED r/ 1/4'0-200' aS NS. A Megan IJ D101M i MDJW M OF iNR MAXIM M A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n�A� INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES CIAMAD ONLY FOR PANDS I0! ® OWAl1ATIO1S AS PER SECTIONS 1 TABU 7, ON DIMM 4 t 5) www 1tia A: T/i t16 FLORIDA BUILDING CODE M h Veloci Nurrfetm Zon•i No. e'�0 n'u0 rG 20 GAGE GALVANIZED STEEL STORM PANEL*FP �'- ' > PROTECTION PRODUCiS/ LLC. /fMm S.R. 01 RNEiT oAL aAa�f20-176 O r,-• am Ot-NO 1. ATE C& fun _ - Flo, A iLLn JAL., PL n-w r srn . a Mw SHAL000mpto L NOT B[ LESS 11MM YOIMyII NACaNO MUNCHED MR NaRIG (S¢�)lF)NON OF ilDl ♦Sa.S. -T2.0 Y-S' M 1L45 2,/{• UIIBOLTED 1 1tRU b i z ♦153. -7Z0 »•-0' ro r-B' IAA. 2 3/4' IAlOLRD , THAT a a 7 .aaa -no >s•-s- ro +Ya• ,laN : +/2' • ••LAT�O•Dr/IS N e .Sae, -mo 12'-{• M LEa ] +/x• • SOVE• ,O'�!N•M E • A +o NOTES SUIT IIaNAAM AS.D. IWRM1N AIID,ORS >PIA10 FOR [A. _ ] 1/2' •• O[SAON f•IPC011 O TAFtRP CNN(-W n•aM*aR fEMN1E D PAIRYAIL PUJB ro SECTIONS f t II,LYIMM PANEL RATING (,..I) ro ,xNcaEE W1 ro m•ouTE or� ro uNcuTc o,� m rnntER Nx� ro Ix•,OErz oI� ANY xIxIMBa4Nna+ LEHKnN t• (R) r N/A N/A N/A a• N/A •' N/A I• /V 1 (TOP) I a• a• N/A N/A r a• NIA M/A N/A e' N/A e' NIA e' M/A 2 (EDP) e• N/A N/A N/A a' r/A !' N/A a' NIA x (BDnOQ ♦SEES. -n0 e' WA N/A N/A e' A e• N/A r Nt/A M LC55 N/ a A 4 CROP) ]'-S' M tE45 f• N/A �W^ NIA a• N/A S' N/A r N/A 7 ROM a• a• A/A(SOTTO*+)N/• /A /x' a +/.• +x t/2• a ,/r a t/•• a ,/r a ,/.• a +H' a (+d/BOTTOM) SEE slap ,o . I+ roR A/CTIDM TYPE • aPANxND rdl FIaMUNtorm 11N10 R000 FRAtE •lxgn 1w+AAN ANCHOR 9KTN05 AM NerSMel EDq DISTANC[ Aft IIDNGOED M tIR fOrDI,IL POR [.a LESS THIN 1IDICARD M 9CNEOtaE aEdNGE ANCHOR eMt•l0 By YARKYMO YAC•IO 5110NN M su,roulE a+ THE FDILOwINa FACTOR. rdt THIS OP[RATDN m EE POSSIBLE. IEDLICFD aPAUD OWBPEO IMMNO rAOT011 fMl MNra10R lY1E N ANbele' L.iIlDiO. NODR 57R ,/.•. tp•• _ tN. t/{Ll - ,/r. ,/s•• cram a�nP-s N11OY"R nNa-ar 2to-4n r. •na raa• trJ . ] ] ] f of ] Its.•., a.rNr er N ] ] ] ,n ] +/2 ] ,p 1101Y1 t6 CONE L� RLGOR - ],N. 1/4' la a s/B' TONG BRASS OUSHING w/ 1/s•r-20t• S3. M.S. • e 1/4. OZ. FOR PANEL UNOT IS M ro S. AM a 1/4' O.C. FOR wows OP TO r-B• Mr M 1f 0 PAMELMATE I1MrlE C OR FAME MATE PUG • �- 12 1 IO C AITN 1 ,/r UAL ,Ha mms 'y TRM , HrAOEtt FOl ell uMlcnls u I I I ) , I I I i / 1 It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT ��� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING NaRIG (S¢�)lF)NON OF ilDl ♦Sa.S. -T2.0 Y-S' M 1L45 2,/{• UIIBOLTED 1 1tRU b i z ♦153. -7Z0 »•-0' ro r-B' IAA. 2 3/4' IAlOLRD , THAT a a 7 .aaa -no >s•-s- ro +Ya• ,laN : +/2' • ••LAT�O•Dr/IS N e .Sae, -mo 12'-{• M LEa ] +/x• • SOVE• ,O'�!N•M E • A +o NOTES SUIT IIaNAAM AS.D. IWRM1N AIID,ORS >PIA10 FOR [A. _ ] 1/2' •• O[SAON f•IPC011 O TAFtRP CNN(-W n•aM*aR fEMN1E D PAIRYAIL PUJB ro SECTIONS f t II,LYIMM PANEL RATING (,..I) ro ,xNcaEE W1 ro m•ouTE or� ro uNcuTc o,� m rnntER Nx� ro Ix•,OErz oI� ANY xIxIMBa4Nna+ LEHKnN t• (R) r N/A N/A N/A a• N/A •' N/A I• /V 1 (TOP) I a• a• N/A N/A r a• NIA M/A N/A e' N/A e' NIA e' M/A 2 (EDP) e• N/A N/A N/A a' r/A !' N/A a' NIA x (BDnOQ ♦SEES. -n0 e' WA N/A N/A e' A e• N/A r Nt/A M LC55 N/ a A 4 CROP) ]'-S' M tE45 f• N/A �W^ NIA a• N/A S' N/A r N/A 7 ROM a• a• A/A(SOTTO*+)N/• /A /x' a +/.• +x t/2• a ,/r a t/•• a ,/r a ,/.• a +H' a (+d/BOTTOM) SEE slap ,o . I+ roR A/CTIDM TYPE • aPANxND rdl FIaMUNtorm 11N10 R000 FRAtE •lxgn 1w+AAN ANCHOR 9KTN05 AM NerSMel EDq DISTANC[ Aft IIDNGOED M tIR fOrDI,IL POR [.a LESS THIN 1IDICARD M 9CNEOtaE aEdNGE ANCHOR eMt•l0 By YARKYMO YAC•IO 5110NN M su,roulE a+ THE FDILOwINa FACTOR. rdt THIS OP[RATDN m EE POSSIBLE. IEDLICFD aPAUD OWBPEO IMMNO rAOT011 fMl MNra10R lY1E N ANbele' L.iIlDiO. NODR 57R ,/.•. tp•• _ tN. t/{Ll - ,/r. ,/s•• cram a�nP-s N11OY"R nNa-ar 2to-4n r. •na raa• trJ . ] ] ] f of ] Its.•., a.rNr er N ] ] ] ,n ] +/2 ] ,p 1101Y1 t6 CONE L� RLGOR - ],N. 1/4' la a s/B' TONG BRASS OUSHING w/ 1/s•r-20t• S3. M.S. • e 1/4. OZ. FOR PANEL UNOT IS M ro S. AM a 1/4' O.C. FOR wows OP TO r-B• Mr M 1f 0 PAMELMATE I1MrlE C OR FAME MATE PUG • �- 12 1 IO C AITN 1 ,/r UAL ,Ha mms 'y TRM , HrAOEtt FOl ell uMlcnls u I I I ) , I I I i / 1 It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT ��� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING IIaNAAM AS.D. IWRM1N AIID,ORS >PIA10 FOR [A. _ ] 1/2' •• O[SAON f•IPC011 O TAFtRP CNN(-W n•aM*aR fEMN1E D PAIRYAIL PUJB ro SECTIONS f t II,LYIMM PANEL RATING (,..I) ro ,xNcaEE W1 ro m•ouTE or� ro uNcuTc o,� m rnntER Nx� ro Ix•,OErz oI� ANY xIxIMBa4Nna+ LEHKnN t• (R) r N/A N/A N/A a• N/A •' N/A I• /V 1 (TOP) I a• a• N/A N/A r a• NIA M/A N/A e' N/A e' NIA e' M/A 2 (EDP) e• N/A N/A N/A a' r/A !' N/A a' NIA x (BDnOQ ♦SEES. -n0 e' WA N/A N/A e' A e• N/A r Nt/A M LC55 N/ a A 4 CROP) ]'-S' M tE45 f• N/A �W^ NIA a• N/A S' N/A r N/A 7 ROM a• a• A/A(SOTTO*+)N/• /A /x' a +/.• +x t/2• a ,/r a t/•• a ,/r a ,/.• a +H' a (+d/BOTTOM) SEE slap ,o . I+ roR A/CTIDM TYPE • aPANxND rdl FIaMUNtorm 11N10 R000 FRAtE •lxgn 1w+AAN ANCHOR 9KTN05 AM NerSMel EDq DISTANC[ Aft IIDNGOED M tIR fOrDI,IL POR [.a LESS THIN 1IDICARD M 9CNEOtaE aEdNGE ANCHOR eMt•l0 By YARKYMO YAC•IO 5110NN M su,roulE a+ THE FDILOwINa FACTOR. rdt THIS OP[RATDN m EE POSSIBLE. IEDLICFD aPAUD OWBPEO IMMNO rAOT011 fMl MNra10R lY1E N ANbele' L.iIlDiO. NODR 57R ,/.•. tp•• _ tN. t/{Ll - ,/r. ,/s•• cram a�nP-s N11OY"R nNa-ar 2to-4n r. •na raa• trJ . ] ] ] f of ] Its.•., a.rNr er N ] ] ] ,n ] +/2 ] ,p 1101Y1 t6 CONE L� RLGOR - ],N. 1/4' la a s/B' TONG BRASS OUSHING w/ 1/s•r-20t• S3. M.S. • e 1/4. OZ. FOR PANEL UNOT IS M ro S. AM a 1/4' O.C. FOR wows OP TO r-B• Mr M 1f 0 PAMELMATE I1MrlE C OR FAME MATE PUG • �- 12 1 IO C AITN 1 ,/r UAL ,Ha mms 'y TRM , HrAOEtt FOl ell uMlcnls u I I I ) , I I I i / 1 It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT ��� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING SEE slap ,o . I+ roR A/CTIDM TYPE • aPANxND rdl FIaMUNtorm 11N10 R000 FRAtE •lxgn 1w+AAN ANCHOR 9KTN05 AM NerSMel EDq DISTANC[ Aft IIDNGOED M tIR fOrDI,IL POR [.a LESS THIN 1IDICARD M 9CNEOtaE aEdNGE ANCHOR eMt•l0 By YARKYMO YAC•IO 5110NN M su,roulE a+ THE FDILOwINa FACTOR. rdt THIS OP[RATDN m EE POSSIBLE. IEDLICFD aPAUD OWBPEO IMMNO rAOT011 fMl MNra10R lY1E N ANbele' L.iIlDiO. NODR 57R ,/.•. tp•• _ tN. t/{Ll - ,/r. ,/s•• cram a�nP-s N11OY"R nNa-ar 2to-4n r. •na raa• trJ . ] ] ] f of ] Its.•., a.rNr er N ] ] ] ,n ] +/2 ] ,p 1101Y1 t6 CONE L� RLGOR - ],N. 1/4' la a s/B' TONG BRASS OUSHING w/ 1/s•r-20t• S3. M.S. • e 1/4. OZ. FOR PANEL UNOT IS M ro S. AM a 1/4' O.C. FOR wows OP TO r-B• Mr M 1f 0 PAMELMATE I1MrlE C OR FAME MATE PUG • �- 12 1 IO C AITN 1 ,/r UAL ,Ha mms 'y TRM , HrAOEtt FOl ell uMlcnls u I I I ) , I I I i / 1 It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT ��� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING 1/4' la a s/B' TONG BRASS OUSHING w/ 1/s•r-20t• S3. M.S. • e 1/4. OZ. FOR PANEL UNOT IS M ro S. AM a 1/4' O.C. FOR wows OP TO r-B• Mr M 1f 0 PAMELMATE I1MrlE C OR FAME MATE PUG • �- 12 1 IO C AITN 1 ,/r UAL ,Ha mms 'y TRM , HrAOEtt FOl ell uMlcnls u I I I ) , I I I i / 1 It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT ��� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING It JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT ��� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING JA _ - I' t/+' LID.. s/e' LnNc e►Au sust«a W/ ,/4'•-20A2' SS U.S. • a 1/4' O.0 ' FOR PANEL tD1OTHs u ro a'-o- AND a I , ,/a• O.C. vM LENarNE w ro r-a' Rea :- YM r1A2[ , M /14-10 PANDANT[ iDWE D M xmw,m II PANEu*IR PLis • +: +/z' a a R11N , 1/2' Mn. D4l[!O[D rFNETItlRpNI N ,•DWDTN or rxml•D RooD PULE FOR ALL LE11GTm a ro r-r scuE 3/e-1• Ell' ED CmNWj1j MR EMI 7 INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT ��� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING INSTALLATION DETAILS FOR REGULAR PANELSCti ac INTO EXISTING WOOD STRUCTURES / III' /•Y W SOER • IPA IV aalm 11D Nr l III Ii .7. ' rl I EON- f i it I elf 3 DON. EON.- EO , I ' L 1 i 1 � p ALTERNATIVE I ALTERNATIVE 2W 1 1 SCALE J/p. 1' SCALE J/e-t' - SFZ 50®1eE M fIQN S 1 _ FM '�OLASi ,TOM I f/a��y/y- I .BtG raSfatq 1 I EO) EO I ECI EO EDI EO( .. I. EOt L-• 1•. - j I 4 c.•. *.s � • r o.N�' ----:�i,•"`I.,•�iwAo•Inr1� ALTERNATIVE 3W ALTERNATIVE AW i Yp' PLATE • 1*OfNM a AIN[. SCALE 3/e-1• SCALE 3/5-1' NNEOA�ED '. Nti IT eMHT E A11: 1YlTAE 1 ennlM � SHUTTER it, NOT ��� MENEM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSi ANO PANEL'S LENGTH UP TO 8'-8• 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, w/ SPECIFIC DENSITY OF 0.55 OR HOWL NOTE FOR C(„1(BINATIdi a SECTIONS. TOP t BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO ANY INSTALLATION.ALTERNATE _ B E a mfqiol 'BEE .. _. .a; • F1 •; . 'ILL_ • . al �. ..• . : TI • LL : 21 A• l 1 1 8 AT LOCATION 8 1 a1U05 . oNERLAP (ro 'Ial2D P'M EL a/e• NAIL (f.tlE I)- J' Man. (CASE S) i T o i I 1 7' 1 Y I q\� ,,,• '.� SEE i.� SEE -� INTERIOR PANEL END PANEL \/ OR B ?' GUEotAE '!sEEDLAE �./ 4- -3' /: UDR -. 1x FaR a• -' Mu. ANCHOR Max ANCHOR BPACIMG sPwcRu i 1'-3' Yin, DETAIL 2 FLOOR MOUNTING INSTILLATION (APPLGABLF TO SCHEDULE 2) oaeE: 3/Ie• _ r MAXIMUM A.S.D. DESIGN PRESSURE RATING s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (APPLCMr r ONLY TO eet`T�14 T ! 2 NtXG TFn FOR LIFE SAFETY error. PI.�F SYSTEM ON SHEET 131E 1NADL11,w ASS. IAPN,N G CAu�N PAIS1111W rpyw[ D /,•EU*Ii[ R)Is APWCABLE ro OESWN SCtD/s / a W101W PANEL ►RCNtwc ro R m CONCRETE ro COMp1EE ro Come" ro �0 COlINATDN LDIOM 1• tR) . ,. BLOCK CONIORETE ROC* BtDCN GDCe•� BLOL'Jl OF and 8• N/A N/A N/A 8• N/A 8• N/A e• N/A 1 ! 2 (TOP) 55.0, -710 p• T 9' 9" 9' B' B' 9• B' B" 1 (80TTOY) S'-0' OR LE55 a• N/A N/A N/A 6• N/A a• N/A 6• N/A 1 t 2 (TOP) ♦55.0 -72.0 B. S• B' 6' B` 7 1/2` B• 9• 9' 9• 1 (BORON) S -0' TO 7'-e'ANCHOR im d' N/A N/A N/A e• N/A a` N/A 8• N/A 1 t 2 (TOP) e• a• B• e' B• a' e• s' e' a• I (eorroMj- t wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING wf � NAS.a i (sBD • s/r IBi. AM tt• Or Nqu) GwE E (fOtD • Y Mn. nDM NP O NNW SE�� ! YADMUM PAEL Plt[NtnE t COM&IIFiATO LENCT)1 1" (R.) pew OF THEM +aB.z -611 g+ g• 4 t/Y a I/z• z (BOTTOM) 7•-e' OR LESS +52.8 -DEED J' - 3' 4• 4' 2 (BOTTOM) T-a• OR LESS .5s.o -7z.o 2 1/2 x 1/2' a 3 I/Y 2 (BOTTOM) r-e OR LESS +55.0 -72.0 2 1/2' 2 1/2' N/A N/A 2 (BDRON) T-e' W e'-0' +55.0 -72.0 N/A N/A 3' I 3` 2 (BOTTOM) T-6' TO e'-6• alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING alll•aN AID. 0®11 Yr P•4 1DwiN W1aRM OIMrIM M•1 PRm{*[ ROai L' OL) m aAA* [O•RW TO 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING 9a SHSE7 IB F011 A,NCIDIs T1Ri a 9PAG10 FOR •s'MMAIONS MO WOOD FRYE B1RDYs. lrvwaaA NKTDR aPADrDa elm IISI•iI.0 mo[ DISTANCE ARE WorwTeo ON THIS aGEOtAL FOR LD. IESa t1MN FNOlCN1R8 ON 9x2NEOAC acD1x:E ANOIOR ePALww M NU.iPLYINO SPnONO SNOwN M f0N[dAL BY THE FOLLOWING FACTORS. FOR aM DP[aAildl ro BC POBlNL aED1,om erAaD amANED w•Ic fALTM awu NOT E LESS THAN WILY 9MCNC eN01C/0E0 FOR fACM ANCHOR TYPE B AM010115 IECBD. wmN v NP-i ��. tMLe-II MA, N,IwM trrceD 0.) ] ] ] ] 2 ws.NrN erlA BAd ] ] S +n ] +/2 ADRK m OB< DeB•Lah NICNR ]e Je - ....__ 21n' J0 1m 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING 'vCENSF' �%P �i No. 44167 * (VALID ONLY FOR PANELS (7t EAi NLSGl1AT10N5 AS PER SECTIONS t iNRIJ 10. ON SHEETS 4. 5 ! e) 10PM" a PLUS . FACTOR YAIDAIY 11NMIaN AMONOIS SPACJq F011 [A . a 1/Y •• ASD. OE'SaN TAPCON OF TN -MI d4A-rl PNQYAR FEYAIL D PAH6MNR PLUS 501A 9[T PRESSURE SECTIONS / a YADYIY PANEL �,� ro ro ro ro ro ro NI+• tD*WWrorl tDIGIN 1• (R) ro wlNcu,E rnNNt1ETE ro CONCRETE CONCRETE ro CONCREE WNNCfB.R ro Cd40ETE corrJETE ro CONCRETE roNM[R To IxNOETE CONCRETE M t1EM (p.r.I.) *LEEK BLOOK ROCx %DCN eLDGK BLOCK e• N/A N/A N/A 8• N/A 6• N/A 8• N/A N/A N/A 1 (TOP) e' 1' N/A N/A e' e' e' a• 6' e' N/A N/A 1 (BOTTOM) 8' N/A N/A N/A 8• N/A e• N/A a` N/A N/A N/A 2 (FOP) e' N/A N/A N/A a' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5E -72.0 6• N/A N/A N/A 6' N/A 8' N/A B' N/A N/A N/A } t 4 (TOP) »'-5' TO B'-0• � LEA a• r N/A N/A e' e• a` 6' B• e' N/A N/A 3 (BOTTOM) 6` N/A N/A N/A G. N/A B• N/A a' N/A N/A N/A 7 (TOP) 6• 4' N/A N/A a• 8' a• a' a• 8• N/A N/A t 8 7 (BOROM) N/A N/A 12 1/Y a 1/4' 12 1/2• a 1/4` 6 1/4• a 1/4• 6 1/4' a 1/4" N/A N/A S (TOP/BOROM) 50.0, -53.3 N/A N/A 12 t/z• b 1/4• 12 1/2" a 1/4' a 1/4' a 1/4' 6 1/1' 8 1/1" N/A N/A 8 (TOP/BOTTOM) e'-e• TD 11'-x' SSA, -72.0 N/A N/A 5 1/4• N/A 6 1/4' N/A 6 1/4• a 1/4' 6 1/4' 8 1/4' N/A N/A 6 (TOP/BOTTOM) '-e' TO tl'-2• N/A N/A N/A N/A N/A N/A N/A N/A B 1/4' a I/4• a 1/4• 6 1/4• e, 9, 10 (TOP) 43a -4e0 e• 4• N/A N/A N/A N/A N/A N/A 8` 8• a 1/4• a 1/4` B (BORON) OR 1F55 12'-4' OR LESS S. {' N/A N/A N/A N/A N/A N/A 6• e• a 1/{' a 1/4• 9 (BOROY) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 8 1/4' 8 1/4• a 1/4• IO (BOTTOM) wx BOX sox or MAX MAX MAX LAG SCRIVAS DIRECT wiffwuAm DIRECT MOUNT "jW"G INSTALLATION DIRECT INSTALIAMN PLATE s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING s¢ sELTa „ AND tx FOR ANONORs TYPE i sPAc•w FOR eNSTNUTtora rNTo Woro FRAME BtlD•NS MMYUY ANCHOR SPALReS AID ISSMA tDOE DISTANCE ARE uNGTW ON 71N SC1N[OIAE. FOR ED. LESS DI1N INDICATED ON SC,EDUL REDUCE ANCHOR 9PIZSIG K MUIiIPLYpIO SPACING SIIOwN ON SCHEDULE M THE FOIDIRNO FACTORS. IN 1/6 OPERATION ro a[ P049B1E. REDUCED SPACING OBTAfED uewG FACTOR S)1Alt NOT 0£ l[!S T1V/1 MrtIW SPICa10 r10fA1Ep Fdt D1C.11 ANCHOR TYPE A ANCWR9 LCMM. At1.SX1 itTE _i/s•. - _ +/4••__ ,/r. I/4•. t/r. )/a•. DIMM - a�wr-ar. w�n� uu-a1 BaTo-Er rw Nr21M rr"Wlo PN ] ] ] ] 1 ,R ] ••RM rPNn e.e.l. DAJ ] ] ] ] ] ] ,n Narr1 o..r eNa BJ ] ] ] ,/f ] ,/2 ] ,n A1BIN. to dOt � 21/Y - - - 1b aa1 Y ,m +m - ,m .o - ], ,m INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING INSTALLATION DETAILS FOR REGULAR PANELS dt CIA INTO EXISTING WOOD STRUCTURES I tMtO WYE1ANlE PINS i, `\ �� _ t4-t0 PMRl]YETE PLgS `� -_ t4-t0 PANEIINTE PINS B i/1' I ttr1FADED PEWETR/IT,oN ro `� iINREAOED PENlTMTION ro woo0 HEAppt THRD,Dm PEtTRATt011 ro I; EINSTVIO WOOD LEADER ETSTSIG MOOD TRADER RE9URED I) OeaRNC WOOD HEADER 1�i�r - 7• _ 7 Y, ��i ' ' �' • TUN • - • - I DOIY DW • I I LMSa SRN • [L6a' SLID • WOOD HEADER x• I "/a• IOC WOOD HEADER 7•'., a /r e , a• D4 REDlAREO -_ ,� (. sEr so+mME M aE SCHEDULE a � fQ »®Nc M j( s,EEr • aNrET a aNm e raR M,A FOR ,Ati 8!>.IYNTDIN FM R.. 9ETYM1Dr ro Gvn ro 0l� D o,Aes. Elm. PANEL LENGTH - NOK PANEL LENGTH - -- Ma.. PANEL LENGTH (SEE NOTE t) 1/s'P-Mn• Sf. (SEE NOR 1) I 1✓rF-Tmn' SS (SEE NDIE 1) (( • ,. eM10 F AY F>twr DID 0, • ,2 �� EO T MRiA' x•:r wood Pui[ x•.a• Moro nuR_ � CLAN x•.s• lFom rN. TNaF.10Eo 14-10 PANELIMR PLUG �n YpNDM pi REOURED THREADED OPENETN 11DN Oa• REQUIRED � REQUIRED PENETRATION A7 YID YIIDiII W PLATE I _ _ 1/ {1 NAG SCREWS a 1 I � IC O.C. sU01TEPE0 w/ - • ,PENCE IS AT MDNIOIN OF PLATE -�- WILE a/e.r SCNF 3/B-1' SCALE J/e-I• 1. INSTALLATIONS FOR ALTERNATIVES eW. SW t NOW ONLY VALID FOR pNTit(/l✓ BUILDINGS WITH A5.0. DESIGN l.0AD5 UP TO +43.0. -SEED O.r.f. AND PANEL'S LENGTH UP TO 1Y-4• .•• , 2. FOR NEW W000 FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN P ' PINE No. 2, W/ SPECIFIC DE)45Trr OF 0.55 OR EOUAL = s': � JeEN,rF •'•� FLQRIOA BUILDING CODE (High Velocity Nurricon• Zone) NDTF rDR NNIATIDN SECTIONS, � N0. 4i e2me nRro..Nc ZO CAGE GALVANIZED STEEL STORY PANEL rA' OEOI OF TOP t BOTTOM MOUNTMCS CAN BE COMBINED IN ANY WAY TO SUIomm Mot T ANY .p�3• � � ��••�F /'5 AL PROTECTION PRODUCTS, LLC. INSTALLATION. +5 r•••. F �•V' IL EGGING. DIE: ,�0�:., L RID Wiz.] N• i •Nr MODm*EA,Rii'].u�T '&r. r ar,+nWr NAga a m,W PNDIC (W)Itl-)Sae, FAIL (M,)4M-aFn 20-176 IR rn_,mo w , am m-,w y/q EIN w;C fGl/9PWWw,/pAR G-mm710 �r rr rrNr OrNO 1b RILiH]t A 11WT Jr.. P.R. A,N sHi,2 O/ 74 1 V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING V. "Alt BOE•n • r oa r/ , ,/2 rn. R•rAOEo rvETwnION ro E)as1Nc root HEADER CL R , i I I 2 EO/ M E III - I , I � � uaMNto �Rr i p ALTERNATIVE 1 ALTERNATIVE 2 I ro�i IS 1 oc I EpF f EO I Eoj - r � 1.1 I EaIL 1 HOOD PINE I aEn,NEn • � 1r000 PLAT _ ' I � - 8 � ALTERNATIVE 3 ALTERNATIVE 4 -ruaauRED ,/,•• Va BOEws • r Dan R/ + +/r la.. 7,4ErOFD PFINETMIIOM M ,/{'ln.p/e' LINO SRaN 7419MG R/ .i-�N>r•iu .a /D"W i c oRM ALTERNATIVE WOOD FRAME CONDITIONS �[ ANCHOR LOCATIONS TI�Mm I•� 1waN io ELr�s.�.a' woao- B°r'E' a/B• ' '• MR NOTE SM1Rl11 TRAalS elm SNDrN FOR LLRfY WALL MOUNTING INSTALLATION ALTERNATIVE 1 W fort a/r . +• LDS 1. NISTALIATIMLS ARE ONLY VALID FOR BUILDINGS WITH "0. DESIGN LADS UP ro Hal. -no M AID P*WAIS LEMCM IA ro 8'-8. 2. FOR TIC• WOOD FRAME COMETRUCTICK •D00 NDMM TO BE SOUTHERN PINE NC, 2. W/ SPECIFIC DENSITY Or 03S M EQUAL FLORIDA BUILDING U N � O � = � � C � N Cu O .� � Q 'o W s� C � t.•^2 CV m »c C7 r✓ N LV ,L N O ..FOE. 3 a, Nv a) c e EII � aM s� u a] ,., c o y � T G � O v O I I - - I I I ) I I 11 _ I ' I I 11 11 i - 1 - I 1 � I If!''1 IlLi 11 1 II' ■ 1 11 1 1 1 1 i-.--- - _. -_------------- -ANCHORS (SEE SECTIONS ON SHEETS 17. IS. T9 a 20)----- - 1• MAX. W17. 44/17. eA/fa 3e/M7, p/17. ee/10. ---- '---- 3• MAX I II MIN. MWf/la 7MI/19 t MW/20 ow/{a 7ORI a N11J20 1• ION:.: b O O O O O � O 0a� + ;0 PAN, i Net Wl' FO.1 P+NFt I IEOVIM nNR . .3 T _ a• O M- - - eNN Mmi9QA�'�� i { fmmom PIANO. e0TT0Y COn•_ _. _ _._-_ .-___.-- I _ I)• I 3' INK. Wla s/17. W». fa/ta 3• wz: I= aRH. ea3'J10. 7Aw/u a `MI EXTERMww//f. 7w/n a ew/2o I' MAN. M04ORS(SEE SECTIONS ON SHEETS 17, 18. 19a 20) OPTION 92 FOR LIFE SAFETY STORM PANELn ELEVATION SCALE 3/16•-1• i �% ODOR � DARL analP-1 e41E 'AYEYJ T mrLT7. Oe116 /4. I ; M,VL -WANT ,• SECTION A -A SCALE 3/16•-t- a 1 AlIfIlkleff W-1 A 6 e � � � f ► a A - A ► ■ • a MAXIMUM AS.D. MINK. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (p.s.L) (SEE SECTIONS) +55.0. -72.0 8'-8. 2 3/4' UNBOLTED 1• MAX. PANEL LENGTH (SEE SCHEDULE) I INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4' UP -CON ANCHORS _ TAON NRTPCANHM _1 4' TAPCON MDOM e_Br D.C. O.0• r O.C.oc O.C. POURED CONCRETE POURED CONCRETE_ POURED C0,4CIIE7E POURED CONCRETE OR CONCRETE OR CONCRETE '." BL CONCRETE \ OR CORCRM BLOCK REOUNED _rl BLOCK FEOIARED ,_..�1 BLOdt REOIAR$tEOU ED �1 BLOCK REpUWED 1 Ir L _ �'ibi• \ 1'E ®`. E A E.O.• ED.• ED • - 1 14. 1>Pl11Vtr1 ro ' CD I NM P6 r ,arWE a 1 W®Ha 1 �$ 1 1 ' 1 1 I fI I Ilk eDmmete A F m RR rGfalr. bl eHT M / D �Y EX I II ,I O 3 � aaYsa Y•� +mom -- ecWrr Wna w • av17AAr - i-- � � •- I E.O.• :- O i ' - t/�9�' \�e•A . 3/32' WING NUT'6•• . 3/32• SUNG -�alN. WASWR a 12 1/2. O.C. MUT WASHER (BEYOND) TA _ 1 4 POON ANCHORS -�4 //2. O.0 1 _ _ i UPCON ANCHORS �4 1/9. O.C. (STAGUM W/ STUD) (STAGGERED W/ STUD) -POUKO CONCRETE OR CONCRETE BLOCK aEouI1EDSTAUATION SECTION 3A POURED CONCREtE - OR CONCRETE BLOCK REOURM WALL MOUNTING INSTALLATION SECTION 30 • REGULAR PANEL SCALE 3/6•-1• O UE SAFETY PANEL SCALE 3/6•-1" SEE N team FOR ANCHORS TYv[ a NO=TWa - AMP_ up" SPACI FOR OR MSTAWTOIB NM WOOD ,Ak Moot sve4t Py a root FRMK ePPCH . moo AIICANOR SP/COMemex AO TN■A AM NOOwHA ON •eNNAAr4AW OM�.1. 6.) 3 ULE FOR WA SCHEDULE fUHE U nA EEL NCH THAN eOtAm a+ "TIPAE RONA:[ ANCHOR SON SC W IN O SOWN ON PCNEOIAE aaNNr1 c,..M. er By 3 AtBIPL Lla 6� ItefIEO WlOgll Ate FOLLOWING OWING OP M rOLTO K FACTORS. FOR TINS OPOlm TO M F• P[W¢D _.- - IR' -... LOW o NIm LOW FACTOR JOICA NO- SPACERS THAN FO LETS oMN IN■N SPACING SCHE EO ADG EACH ANCHOR TYPE W T,NR StlIm11AE - _....._. r_ 11R W1 �■Ie/�eMl11 A y t) � a. sTMgpl q -1 l' HIT E3(IS11yG,J nemAa w v F a V' a I 1 ; yyett GLASS I i 1 .1 l a 1 � !' 1/4•i1-AI sea'.. ' _... I• :^ A`wT eoo wm • L I : 1 C e• i I E0.• ,; Eo -J 1/2• - 1/4••-2A3/4-&s. MS r/ '/Y _ 1 4'6-20J/4•SS. M.S W/ F--- �/e•A.3/s2' WM MR WASP" F �Y/6•.cT/SY WING MAT IWL4WR %'. • ,: 1/2. O.C. (BEYOND) -�TA+COIN ANO9)RS 1 4' fA'Can 4 1/2. O.C. _- e 4 1/2' O.C. -'-- CONCRETE OR CONCRETE BLOCK -- CONCRETE - OR CONCRETE BLOM RE WI IIOU �� WALL YOUNTIN� SIM O EIULAR PANEL • LIFE SAFETY PANEL SCALE 3/8••1- SCALE 3/8'.1" F- ;i;3 INSTALLATION DETAILS FOR OPTION N2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES V 4- TMCON ANCHORS _ 1f4• TAPCON ANCHORS e 9• O.C. a 9' O.C. POAM CONCRETE POURED CONCRETE Oft Comall REEWRO E)E BLOOIf, ..,-.. REQUIRED 0<DCK�I ,.3 1• ED• N1 :•..foeRaou4 I` G I fQT W DPyI. I i yy 6 I 1 , 1 1 1 , r�I I I 4, !? •. LD 1I14-10•0 PANEUMTE PLUS W/ 0 . 3/32- WRD NO WASHER e IT 1/4. at '- --ON OCONCRIE BLOCK REOIARED WALL MOUNTWG INSTALLATION SEGM SA O REGULAR PANEL SLUE 3111 1• SEE OD a to a fD iM N"M miate' t/11 1/4'• yrroN rAl 9P W Pat INSTAI1Al1N119 WID r000 M P M AtlWN91R eIKOW py ,3 3 W MM MAIM AM JOB, THA ON i,o IDGE O AAUM fPLOC ANAL THIS EDGE •NNe MA.a I;MI"r Oy s a U MR SOME A E Pal ED. ,ffi THAN aerAlm ON .uLr ftt Rmvz so YADHIIG fr 9PILMO S,OAN ON 9CIa0tAE THE Iu NAy 0A"r eAr bJ 3 ] tR Ip{K EY I)� MOTOR BY OP M FOL10M0 FAM�OSME em DO M NWA NOT K LESS OITANm RISING PACING'PALL NnHEM FO um iWN MNYIA lON THIS roa EACH ANIrA10R TrvE ON THe SCHEME 3 ,n• ---- _._--- 3, 0 ' r arvaRr W\ CON. IMef o F- 1 w�AdY tpa 1�BI ElGsn ' : OI I rename F AINP Ff) ___L_ 1 j NIRMATE PLUS W/ _- /e'A . 3/32' WING NUT WAS" (BEYOND) CONCRETE REQUIRED WALL 11OUNTWG INSTALLATION SECTION 50 O LIFE SAFETY PANEL SCALE 3/6-.1" FLORIDA BUILDING Q� i (,O OC- �--. U L N CL � O O .a cu CIOc O � O Q W �jN C CU O 0 CU p CU > .� E 2 CV O/� • C V /^, Q z z W J INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM GENmAL M13FES VALID E-z wan sTnaM PANEL SYSTEaa INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-x HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE N 9.1) WNNUW EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 a PANELMATE PLUS INTO CONCRETE _._I - ACCORDANCE Win THE 2020 1 EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4'. 'I; - I DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOS. B.2) M@BAUM EMBEDMENT O t/4•• X 7/r CALK-w ANCHORS SMALL fK IS 7/e' KID CONCRETE. FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHEEZE THESE SH LI TERS WILL BE INSIA 0 AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL � PERMITTED. / FWIpCO IR/:OER % / I RNOOO ,IWFR 1 I W000 H[AOER - I I WOOD KAM 7 " FOR A DIRECTIONAUIY FACTOR Kd-0.85. USING ASIDE 7-16 AND SHALL NOT EXCEED THE MAKIMULI AS.D. GENTLED / = �Tou"ED 'I 7EOVRED '-REOURED - I I ( ) 1/4• 0-20 SS SCEWALK BOLTS USED SHAD. BE LONG ENDUCH(SHOULD ANY FINISH MATERIAL EXIST) To i - j , 4•. TAPCON e r o.c. / I' DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6: 26. t/4 r TAPcoN a a o.c. 044f4 3/4. INTO ANCHORS. 1/4'• TAPCO! • r O.C. 1/4'• TMCON • r O.C. 1//'PtrMCON e r O.C. t .•P rAPCON a e• o.c. --- �, 1/x MN. rlNgOpEp / / I I �W/t I/Y WN. TrNFAOED N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WM LOADS DETERMINED PER ASCE 7-18 --- �1 1/2 MN. THREADED I -�W//1 1/2' INN. 119EAOta - - W /2• MN. THRARD -._�/1 1/2- MN, YNIVEADEp I�. 'I' PENErIFA110M AT w000 Ppt1RAT70N AT w000 SMALL BE FIRST REDUCED TO AS.D. DESIGN WM LOADS BY MULTMLYM THEM B/ 0.5 N ORDER TO BJ) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL PFNET11117gN Ai WD00 I P6(IOARON AT N000 r I''. PENETRATION At WOOD li I r PENETRATION AT WOOD I HEADER HEADER TO COMPARE THESE W/ MAX (ALSO) DESIGN PRESSURE RATINGS NOICATED ON SHEETS 25 6: 26. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE HEADER SHALL BE AS MENTIONED IN 8.1) AND N 8.2). HEADER J _ ./ IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON TABS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE O/ t/2' t 4 ! I. '/7• t/2' O 1/2- AD 1/4' IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HIS BEEN _ �a r ..1/4- . yw.____ -__ 'r WOv. DETERMINED N ACCORDANCE WITH N.D.S. 2015, 1 ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOWBOATMS AND SPECFtCATK)NS OF THE ANCHOR'S .- Ix6l. 1 T.- _-T Mqn. I x AI I N000 /RAOE11 ', .1Nn. a I )_.-'___. 1 MANUFACTURER. CAE I J WA I T MOOD HEADER 3 STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESWANCE HAS BEEN VERFED IN ACCORDANCE WITH SECTION 1626 OF NC3' ^ F REQUIRED - 1' THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201. 11. IT SHALL BE THE RESPONSIBEf1Y OF THE CONTRACTOR TO VERWY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER SITTAS-202 AHNO TA$-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK /yam! ^ OR WOW FRAME BUILDINGS. i (-- "-'-'.� 'I�- 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE l i= LLJJ�� INSIDE W/O THE USE OF A IMDER OR LOT. THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR IS TO SEA -/CAUL( ALL SHATTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS O FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BURLWD TO PREVENT WAD/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL EXISTING- ro WXI O EHaSTSNG 'W ioMPa' I �TOv 3. SERIES 7000 I SULLATION IS APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOURED TO BE �H, •L' Ym,. CLAW l� •aEDNIE 1' Yr. GLASS ' I PERFORMED FROM THE INSIDE OF STRUCTURE. 13. STORM PANEL INSTALLATION SHALL COMPLY MTN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING PANEL LENGTH oN W+ST 1q •L• M_ PANEL LENGTH Ail sat Ma OWN INMT to) (SEE NOTE / BELOW) I (SEE NOTE I BELOW) EL • N Ia,. ssANwwN a. SERIES 200D NSTALLAigN 5 APPLICABLE TO SINGLE AND DOABLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. " PANDIT LETa:TTI !An GNY,OIDM � � PANEL tENCTH �� t7OSTXIG ,A`ro' q ; ! __ ..'. (SEE NOTE 1 BEION) 007IING ro aAa ' 7' MIN. _ 'L' Mo.. K6^•j CLASS v - --_.} alSS 3anaME- _ �,_ _.} (SEE NOTE , M10W) M3 PANEL LENGTH _. _ 'A,_-_. PANEL lf.I1GTH INSTALLATION S REWIRED TOM PERFORMED FROM THE INSIDE OF STRUCTURE. III ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM° IS POW pDOW. a s ,q : I/4•P-2o.1' _ oN sNIXr /q t/N•A-2at_'-. - ., d zm 1q (SEE NOTE t BELOW) t/4•P-xOct' _ - (SEE NOTE I BELOW) C III 1V SS N f : SS. MS. SS. M.S.j -..__ 5. ALL ALUMINUM EXTRUSIONS Tp BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT III PREPARED BY THIS ENGINEER IS GENERIO AND DOES NOT PROVIDE --• m 21.G T/6'A . ]/SY 7/0 P . 3/32* - - INFORMATION FOR A SITE SPECIFIC PROJECT, .. WHERE KING NUT I r "�THE SITE CONDITIONS DEVOTE FROM THIS P.ED. E.M. WWD NOT _,_J�_ -. _--_ _•.._ _ /O' NUTS/]2' (� �._..•j.. 6. N1 ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-N14 ALLOY. y ry a• .,•,- - I _- "t�,:t _ r:__ e• (0) CONTRACTOR TO M RESPONSIBLE FOR THE SELECTION. PURCtVSE AND HNSTALlAT10N INCLUDING LFE SARTY OF N O N :1 4•A tAPCON - 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVAN4ED STEEL THIS PRODUCT BASED ON INS FI PRONGED W DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ONIn NjNyr t_ -- i 'r O.C. W/I 1/2 - 7,✓� _-� 1 _ __ _ I DESIGNATION W/Fy- SB.S kai (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. ,a T -All : : i THREADED P AT _ :: - - _ ' - I _ < THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID -�+ _ ir.. _- , e. ALL SCREWS TO M STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON Srz0. AS PER DIN () AL1D F MODIFIED. MOWON OF PLATE `" /.- SOOTS W/ 50 kM YIELD STRENGTH AND 90 Kai TENSILE STRENGTH a SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3-3.4. W 6 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT ANKH WILL e- G y- 9. BOLTS TO BE ASTM A-307 GALVAM2E0 STEEL OR AM 3D4 SERIES STAINLESS STEEL, V TH 36 k•i MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROECT AND WHO WALL BE RESPONSIBLE FOR THE PROPER O M USE CA THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL V '$ l�J 10. ANCHORS To WALL SMALL BE AS FOLLOWS: SUBMIT TO TINS LATTER THE SITE SPECIFIC DRAI FOR REVIEW. , (A) TO LOOSING POURED CONCRETC ( rz AND ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF _� y :{ A .;. f M I_._.1. ._.. F - \\ , _ _ 49 a. - /D.ei.) N) RECORD THAAPREPMffD IT w EO 0. , '..J - 1 4•• TAPCON ANCHORS AS MANUFACTURED BY t.T W. BIAIDE%, INC.TIC. MIN. 1'c-3192 i - i FFFFEl��O0p 1 t_ cow.1_ _ I:, DOW_ �_ ,� 1/4'Y-20.3/4•S.S M.S W/ O ',_t/4'A-MwTe4"S.S. MS W/ 1' ETD. - 1/4' A % 7/8• CALK -IN ANCHOR(, AS MANUFACTURED AN H S. AS INC. (MIN. Fc.3o00 P•A-i.) 18. STORM PANEL MANUFACTURERS LABEL SMALL M LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN {,Yam. I`..•' 7/aYNN3/32' WAIF NUT , - 7/) NUT I -.. 1 _ _--7` / _/ �•• . 3/32' Weii HAVER a 12 ,/r a[. E0 - EEOD / - FIf c 3350 Pal) L. �TO C01/PLr wRM SECTION t 709.9 COS. ONE LABEL SMKL BE PLACED FOR EVERY OPENING. is-t0 PANELMArz FEMALE ID ! PANELMATE PLUS ANCHORS. AS MANUFACTURED 8Y ELCO CONSTRUCTION PRODUCTS. MATH SECTIOPI 1709.9.3 OF FLORDA BUILDNO s '7 eY . ]/sx• rNnlG TAR I' ) .2 OF THE FLORIN BUILDING CODE. 1. 7F MUSHIER • 12 1/2' O.C. Nut WASTER (eEY'lX0) �: I l . _ -- - I L - _1 - 1 I I _ , aA TNCbN • a• as I 1 CA 7AI'CO/ a e•) C_ I h TNNb11 e r O.C. // 1 '` , 1 2 YN. 1,HPEAOED 7/8•A . J/]1' WN1G NUT 7 • ] W/ STD) - - (STA.'CEAED W/ SRO) IIbE1RAtIDN AT LN0111onI Y.r W000 PLArz \ - x•N• WOOD. PLATE- 1 _ li �. /e' . /]r WING NUT At) WNIMw EMBEOYEM of rAPCON ANCHORS INTO POURED coNCRErE SOUL M 1 3/4' AND Y FOR PANELwTE � 4 W 1 1 TAM. rAWA6ED -_ --- W I i/2' WM. 11eeAOFA OF PLATE y '� i REG�D RASKER e 6 ,/•- O.C. gE0M9RED - - WASHER a (BEYOND) FEMALE ID a PANELMATE PLUS. W ' M PLATETON AT BOWOTH O AT MCWDTM _ •IAL SMALL K PERMMO. � Purz •~ lx N• WOOD PLATE 6t4-,o PANEIAMTE Pyl(5 - - /14-to PANRYATE P(A75 , I A2) MNIM EMBEDMENT OF 1/4-• X 7/8• CALK -ON ANCHORS SHALL BE I5 7/6• INTO CONCRETE. NO EMBEDMENT INTO : IKOUIRED .. _- r A14Y FINISH WTERSOEWALK BOLTS 175E SHALL -- '.4' ■O00 PLATE - .. --- �•�Na41• WooO MIT • 6 1/4' D.C. LY/I 7Je e a 1/r o.c. I' t 20 s5 L BE LONG ENOUGH(SMOULD ANY FINISH MATERIAL EX151) TO ENGAGES 4 -._- NEOLNItD IBA. THREADED PENETRATION •. MR1. THHNtADFD PtYETM7ION `� / ' / 'WALL MOUNTING INSTALIATM WALL ,4lr,W ALTERNATIVE TAW •REGULAR PANEL AT MIDWIOTH OF PLATE AT MIDAIDTH OF PLATE INTO ANCHORS. SAW SCALE 3/e'-1' O LIFE SAFETY PANEL A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR t l WALL MOUNTING INSTALLATION ✓ SCALE 3/6'.1 `I�}�pWM ��aM� eI�yf BOOR, ANCHORS SHALL BE LONG ENOIKrYH TO REACH THE WIN STRUCh1RE REMIND SUCH PANELS. ANCHORAGE SHALL �;' •\)GEN.C..':'� .IM4H11 ALUMl70Ji,LAN_.3ep>D. „M,IIINNNNA... W BE AS MENTINED IN At) AND IN A2), C SCALE ]/e .1' scuE a/e .1• 1�P ...... TINT O REGULAR PANEL �T�P A. TILE/lN4yL O LIFE SAFETY PANEL N0.44167 ✓ (B) TO EXISTONG CONCRETE BLOCK WAu = * •: ... 7 SCALE 3/e•-1• r GEN 9 SCALE 3/111 _ k ?Tt= 3.r' 1J `rf FLORIDA I UNAING CODE (High VelocityHurricane Zone 3: ' FLORIDA BUILDING CODE NI VelocityHurricane Zone _ 1/4. 6 TAPCON ANCHORS AS MANUFACTURED BY LT.w. BwLDEX INC. FLORIDA BUILDING CODE hl h VelocityMMrrkane Zone t. U O .55.5. -COPE Oran O P FOR BALDN6S P 7N ASD. DESIGN LOADS ei01O XIM NO. rP. - 1/4• • X 7/8• CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC.F ALP To .ss.s. -72o Par AD PANELS LE)NC1N ALP To r-r. 4 1 eaoa n mo. 4G FP 0� = No 44167 s 20 GAGE GALVANIZED STEEL STORM PANEL (m-1500 P.•.i.) O R e2N• ATEm AI rr. _ NO• ';�T 20 GAGE GALVANIZED STEEL STORM PANEL MnaR eY: ,. IN$TALIAtIONS ARE ONLY wPuo FOG BWDeOi WITH Aso. D[sRca tMDS = * _ DOM IN: - %14-10 PANELMATE FEMALE ID AND PANELWTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION ��'� � 18Y'. w TO GAGE GALVANZED STEEL Sigp1 PATN:T. �R ei: 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MtM60K TO M SOUnWRN : - PRODUCTS (rm-2071 p.al.) "raw'+•' ,�' c NNE NO. 2, W/ SPECIFIC DENSITY Or 0.55 OR EOUAIL * 1, -- N7/s/2m UP TO .55.5E -72.0 PSI` AND PANEL'S LENGTH UP TO S'-a'. ATE , PROTECTION 0/etl/x3o - v � P sT GLOBAL PROTECTION PRODUCTS, LC. am • A'' 4 _ _. I I L I E C O I M a. PRO PRODUCTS, U.C. DAR NNN(t `i ,AAA" PROTECTION PRODUCTS, LL.C. DATE. IL E C O HMO. .m Le. at STREET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO M SOUTHERN % 9 / C'L C O INC. 4400 &W. •, smas PINE No. 2. W/ SPECIFIC Dhbm OF 0.55 OR EDLML �'� O' OR10 �'Lr NeOP t. a, sTIEET O TaL ANY COME FL w,s �. L •.. ANr aMc a w,. 20-T 76 'r FF' ••••• Nw A, e. Ae. etee, ANnaa A 33w P.Ow[: (W)4 7Na M (254Ww-m7 20-176 `ti FS p •.. TIN W, Pa aA ,�Nr. rasa a mB nlWt (a )p 7Ma I- ps47es-mt ( � Nk A, � s Wrw rra a M�i4N mel"L tyaq� TarR•y rwA, pMWN�7F7 20-178 YY G-e90A,9 �� r ,N.... (nal Ana-,na . ti : PWI m-,r Orr r rs CA'OWO,S eAl1N9 .,u _ 1 S N � �- , tm A-4r . :PEN •N_.B, 4rr DRNNN9 NM: Pt 9J:L/SISA*IAEJaC[ ,w W A- :Oq Nm-+OI AN. A 1WD a., PAL r f,ar PI N a %Err S$TD 'pLE +... HTOI m-,na . Aa. sr DR.WAw � NNI NNNNI . xAV3MwmAEAMW WALtm A lour r., P.L ,+-•u w aHOT >s a B , rIII/11l1 IM FL 9FWSWWLaE/DAl[ G-000611• Y,FW , - - W,4hK A 1SN J., Pf SIRr N d ?d _ COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1-) 15.19e• (TOTAL WOTN)_...- - . - - 2.251 r -- -----t2.S00'(EFFECTIVE Y/DTN) E--------6 t/1' -I •_ N 2.657' GA&V MM. TACK EDGED- ' GALSTM A- 3 EDGE , 2t)\O j !EDGED . ASTY A -MS T' - EDGE - GRADE 50 YfNAUM DETAL AJ , G 60 MLv. �OCTAa A .� 4e.Q : Q STORM PANEL PAIEL'S I LP �. W/ HDAMED EDGE. .--CAW � s0.06• NEMMEI - l y ISOMETRIC VIEW DETAIL A 2AM. ROUNDED CORNER a ENDS OF PANEL'S END UP W/ WARNED EDGE t (N.T.S) - N- L-2.000'---J 40 "dW TRACK i 125• „ 75G• .On' (TYP ) A7 t �3' MI (2) 33"O"(Mat.)_ ARM. ANGLE ® STOP BAR II' LONG 6083-T5 Alum. ALLOY 1 .075• 2_500• 3.900' TYP 2244• a Y15 5 ice? 1.25. -2.470•- O2 REVERSED "he TRACK - .750' - eu• I t I ,y 3.750' nrv) t O1 1 4 YFWE 6061-TB Hum. ALLOY FLORIDA ^-2.591•-. fL. 2.250• .075• T7R 2.SCO' 2.2N• O3 REVERSED "LAW TRACK 1xs• F 2.aoo• t - �.,n• .. _- 5. Mo..- © 2"t5W(Max.) ALUM. ANGLE 3/24 6 (SM NOTE I SCOW) 4 W/ OR W/D PO ut 1'/24 4'/24 ®' toff AM sE10e0 3- 2'/24 1'/24 ► 4 A 2 LBE "ina Ulm Pp{ ►AyC FOR CONCRETEIX EACH RET[ AWI]Ole: SEE 7' YN. XCETE AARDIaW Or3• 9I]HmUAE ON StEt 2% Fol Wo6G taar r- ... rGa sE WacNe GW ow:. A 2 ION¢ 9aFDAAE ar OHM �; ,- Mn. ) ' ,Mt' S. _.i-.T� 1 LTArw PN4) r (NnRIOR PNEU_ iEN1[ROR NWKLU T(Mn7601E P4I4L) EE MMC) NAND PANELi ( ANEL) �.FANCj '(RRA�OR pµEl) .. (END PNiEL)L J� ODDr ; I - I • I 1 � KOR y. a.. eEtOr SEE ].. 4 �I SEE I I 2. 4 MLpi 1 , fl , I = 4'•- /4' S W/ I=: BOLTED M 40 % ,L ._ �- I I IIT` F PANCW/E (TYP) NOTE 1 BELOW ....� • • • AE ROTC 3; I I"CONDIETTSEE M•' SCNI ON SI M EIMR rMm. MAY M LOCATED (TA P[END Arat 1' ISI,, ,' uk AT Do OR H tr 1 1/r >a SFSfIDNa ON ENEET SS ram 3 -0OR©W/ GA R/Q©.O7 eITEAToat iA%mmS ,a • LAST PALL TO M MSTN3FD AT EACH • LAST PNN[L O TO M INSTALLED AT rACN O+EMNC..PALSITYS M PROYDFO W/ TYPICAL ELEVATION FOR SF�IES 2000 ICI BALLALWAYSrh " TYPICAL ELEVATION FOR SE EIS 1040 I,�R'""� TD FAwrATE "ST"LL"'o" kANDUE F elrzrDEo TO M NSTA LED FROM R INTENDED TO M MWAUM FONT - HANG ORRM P EL C1) SYSTEM ASIDE,OF STRUCTURE. E-Z HANG STORM PANEL (1) SYSTEM OF STRUCTURE ]/327 - 1 ,,.' 110♦. GM al. �,/4' Mv. NIP V=' IIAa. ww-I.- 1p T •• ®R/ ce- 0. 0 1 SECTION A+j� -A SECTION BB-BB-B DLA D'Fo "PAAusOfi'p" smi vw - I• NO 7CAE vW - I - DEFLATION OF SEINES NOGG: E - Z NANO STORM PANEL SYSTEM WASSIM OF PANEL HIM TRACKS AT TOP a PANELMATE PLUS OR 15' LONG ! AT M. DEFfaT10N Oi SQeES 2mo: E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PABOTTOM W/ PANEUVAILL . Coat. TRACKS TOP a BOTTOM. (2). UD PANELS SHALL ALWAYS BE CONNECTED TO SILL WALL eY MEANS OF PANELMATES OR, F USED JGLNTLI w /s (2). j10 PANELS SMALL ALWAYS BE CONNECTED TO BOT10M TRACK OTHERWISE A STOP BAR SMALL BE COMECTED t0 (2] W/ 1/{-20+3/{Wj j� •W1�/3"' END PANELS (8J SiU1 BE PROVIDED AT TOP OF SUCH PANELS, WINO No OR1/4'R-20x3MJL6"OaM. RRO TAPPED �2 A(EOtCEPt AS (3). IF END PAWLS ARE CONNECTED TO OUiTOM TRACK. CONNECTON SHAH CONSIST O ON NOTE (3) 1/4'•-20.3/{' MS W// 7/8'e.3 32' TROD NUT OR 1/4'9N3/4' Min. THUMBSCREW INTO TAPPED BOTTOM TkACK. TION Oi FASTENERS MAYBE AT EITHER M TWO (3). FOR CASES WHEN END PANELS ARE USE JOINTLY Y// 15• LCNG TR Q AT BUT ENO WVElS ARE NOT CONNECTED TO BOTTOM TRACK 2 STOP BAR EXTERIOR MT FLANGES OF END PANEL. , BE PROVIDED AT TOP OF SUCH PANELS. (4). N CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACKF.-L (i.e.(TO A STOP BAR (4). FOR NWALLAY04 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY IS ONLY USED AT TOP AT lF/A5T TWO PANELS SILL M CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING SILLWALL MEANS O' PANELMAYM ONE RREROR PANEL USING SPECS INDICATED ON NOTE (3) ABOVE, N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W/ TRACK Q) ACT ATTACHING BOTTOM TRACK TO WALL TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W� TWO PAIELANTES FOLLOWING SPF�G SHOWN ON ELEVATION AND12- (5), SEE SECTION 1'. 3' a 4' ON SWEET 24, SEE ANCHOR SCHEDULE ON SHEET 25, Wn. EDGE DISTANCE. FOR TINS CA$j, F(TEMOR PATEL USED YS / A NUT EED E AREALED TO (T2H)E YYY111111P�)S �ANIUH.Tit � THAT SENT LEFT a RIGHT SIDE OF HAVE A...... THEW OVERLAPS RETAINED BY �. ' 3 ENS FLORIDA BUILDING CODE h Velocity Hu cants zone) Aa m IaTM MC rp _ f No. 4 167 = 20 GAGE GALVANIZED STEEL STORM PANEL DW" R STAT OF `� _'�? 08A1 PROTECTION PRODUCTS. LLC. °'fie TAX �M MoBea. S�'• F �•-Nr, a WIAW.4ANRa . PHONE, pares 7Nw nwa:MLw)eN-e7n 20-176 �••- : a,a W -we A.. FAQ 4 An SS/ON o . L eN. OIVeeO AM: eeeeT tIII Orr as rYYNfIrI/N /W„AA L BALnesm tm./our Amm A.nawulr., PJ_ T Wen a ,R th IZeDIER[ NMAAG■ .�� INSTALLATION DETAILS FOR SERIES PANEL 1 INTO POURED 2000 AND 1000 E-Z HANG STORM CONCRETE OR CONCRETE BLOCK 6 <'"` (ea tlamaA w `• 4 c..A LvwloE AN"olW Dw.IrALR Mown \ 4 ow at s3mAA ,�{,D Ina ■TAWl . er.t a eNtn Tq ... -� i'A`oo ar Ha •D plIOOE � ce s®I0 s r u oN se%r 7q - 4 aM ,'+i6w•+'• "Y'i w nc 1 � o---t �- �r arlaa+E-� � � � HHQa NWR QOie'1 p , \ J 1/Ii-Th3/.• ' EA d NWR Q umn I I _ I •� � • 1 7 Gn �- _ , 5ALL I::: ; )-. , ) fort , da•)4 � j 5 Ij T I Mlaw., ac I 5 I 1 i OWiN j F=RI1 SEPARATION QAW 'P-TON'.• 7 : W scmimpuLE a s Fen Nn. J N, MTo GABS' i /6 /32,•• E �O3y1 L 3f i rwlt�Van. ' xPA0.�<TwK ( N�.��_[. �• R i >g sarD,AE v.+.-Eowr TPO/3NNanr}• WA ONONA r olvI 10 WSE. r•.KIN 6 i i It 1 . 11I I Ll I I p R fl^ r• r 1 I I I �6R{ K Ina e'•,r�ac 1 � LRRT 1 I mN'Q�aoE NIIF 1 ) ■■■" i� 1 i r ram � G H I II ID• 16 c.P� - cO.ol[W Cent - ,. a.A/r liAya•ena as wW>•�� •; ' (\ a4R nwar .w i, a,pY-3na/.• w'e6Erti d L ,/;•.- aaA rN IEaa1B -, •m- m tli ,/.1N(E-sBRV.• m Ea �oWTE / TMSCDq I :. -_-_.. _ _. _ j <a ostt�.L"{o-y�--ro-- ImRrro `. : MOTE I ■aNA1LLB OA m■E Dr e�aaWM�ir. ce % � , •.- /s P-EO.a/•• HONE , Na DaasaA�"i lQ IFEOIIt'•' i�""J i O oN Iw41Q a) '�' 7�---- I WALL AND DIRECT MOUNTING INST. aawRR Nowlw�� •�oePaw)A -SA "' Q. 00Xp1"0MJ 1MfN./y�/3Y o.N. WALLmIINST• S�TION i SECS 3 2 srw E 3/e.1 FLOOR TO CEILING MOUNTING INST, BUILD -OUT 110Uli ING INST. 1t11 !2f/No.3/4' S t6 O 4 I ,I $ SECTION 3' 1101111L.0 SCALE 3/1111 >Q yEanp,wq �aOO Aepweppna rdt yquW/�NrrE��Or AT 1pP M (Q�U A I,IN1"millfI (O MAC . (a IiY „ WItOAL wm ON I ma SOON ��� ^:. Snap^[S' N6NAlATpN Two ON SCOTCH Sl SECTION 4' $GA E 3,001 8 i 12fCEei7111 aa�'�:'•uCENs�•:✓� � �` No.44167 _ ---,•- O To. a BOTTOM MOUMOM CAN M = - FLORIDA BUILDING CODE (High Velocity Hu one Zone I` L- GOMeRN[D N ANY WAY To SAT ANY IMA�QN' ' STATE OF - eamo rt>rw. '-�p:, F :�� Ac 20 GAGE GALVANIZED STEEL STORM PANEL rP. areIN er: DETAIL i VIEW cD . E XX DSTANa PROTECTION PRODUCTS. U.C. DI MOBAL J+J"� NBM S.a O, 331, r aoa w aw PI LASH rwNero(u4ReB-on 20-176 .:.`. TOO •n-,N.. : W An-w, PE. SEA4/tCT4wUIW/GA1E cllw4eC N.: oa1C1aA 00WpeTf':4 P.E. NIA ,T-W WNPAa .. eNEn N lr a Cn-I..,W CIO O I� U O B' V / ICU B..B..B LLI = Q Z Z Q J SHEET NO. SH 1.2� _ 11 T I I - II 111 I --�1!, 'j '�I I__ __ I I 111 -1 I'll I I 1 _ _ I I 2• . l . •f.V 1. aPl MA AS.D. MIS-f.) Ae ,-Mr, t0 GllS4 T- IX)NpIIOM � TOOEM- .66.0. -7" 70' OR LESS 2 9/1/' I BOLTED • 1•. 2% 3', LTA, 2YF a 3T1 .66.0. -73.3 70, OR MUSS 2 7/6- BOLTED • •' It 41r BAYED W/ 1 Y.- 11FA40' SA M.S. t WINGUT A7 OiCRUIP a 402 OF PANEL LEMON SUnm BOT1W OF PANEL `�. 3+, 14:: ,'-Yl 1.+1.M- •1 4 !.Mil .;.:.:•,+71 •:4:. ll: ,.11 L,y-,•A _ MAXIMUM A.S.D. DESIGN PRESSURE RATING e.f. MAIOIEaI AtORM SPICING FOR E. D.. 3 1/2• - APPLICABLE TO SECTIONS It H OF THEM WaRlw PANEL LENGTH �'' (hi TMCOMS CALK-N PANEUTAIE FEMALE D PAMDINTE PLUS TO OOFOIEf[To CONCRETE TooOMCKMCOW"WRE MUM TO CONCRETECONCRETE ITO CONCRETE BUDOK TO CONCRETE 12' N/A 12, N/A 12. N/A 12' N/A 1• a 2' (TOP) I i" 3' I' le 3' 5- 4• S' 4• 1' (BOTTOM), 2900 12" 3' 12' S- 8" 6' e' 6' /' (BIG. f 1 + 66.0, -75.] N/A N/A N/A N/A N/A N/A 12 1/2- if' 2' (BOTTOM) 70' OR LESS 7- N/A 6 1/2' N/A 1 4 1/2- N/A 4 1/2- N/A 3• (TOP) 12" N/A ty N/A 9 1/2- N/A 9 1/2, N/A 3' (BOTTOM) 12• N/A 12' N/A 12' N/A 12' N/A 1' (TOP) 120 B' 72' 9 1/2' 12' 11' I2/ IT- 4' (BOTTOM) / UFRTED TO 66.0 Par. AS.D. DESIGN PRESSURE RATING. A SEE SNIET 26 FOR ANCHORS TYPE t SPACING TOR INSTALLATIONS /rt0 WOOD FRAME r Tam ~* ANCHOR SPACIWS AID 1/d1IM EDGE DISTANCE AXIS INDICATED ON T"S FOR LQ Ins IHW I I N•ATED ON SCHEDULE VOUCH ANODR SPACING BY MU(.IIR7IW SPACING SHOWSSM O" SGI(D FOR HO FOLLrAWEDUC THIS OP N W WIT IN FACTO. SH OOIN CIQ TED FOR EACH AN HORIC PE At ANOTNCALL LEM T MI MUM SPAL O LESS TWIN ION•AAI SPACNO NOO,IED FOR CASH ANCHOR TYPE AI ,ANCHORS LFf11O. AIOIOI TIVE 1/41 1/4'. iiiTAKEN 1 1/4. 1/41. FEMALE [ •ME,III oouo N M, AORM /IIOO GA.) 3 3 a 2 1/2 Me 3 J 3 ] Aa ra ) 3 1/2 3 1/2 4 NOR CA "a William "am , ,/'r -A i- - 2t - m Y I,m Im I .A y, -I 1m ,m 1 v + REQUIRES MI DISTANCE BETWEEN BOTTOM OF PANEL AD 0 TO BE 1/2' isX 6L, ++ REO(AES Met DISTANCE BETWEEN BOTTOM OF PANEL AND ® To BE: 3/16• 3/16 Mm. FLORIDA BUILDING COMPONENTS FOR REGULAR LIFE SAFETY DIE E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 ,_---15.125' (TOTAL WIDTH) - - - - - - -_ - ---- - - - _-, ---2,1er - -- -- -- -- - --12.500' (EFFECTIVE WIDTH)- - - - - - ---- --.193' t/4•I-2CP3/P ,250 .750 ....tto S.S. Cl 5 1/4- (TYR)-----. _. -----. \ AF� e 6 1/4• FF .374_-• .tzs W•f2rVE O.0 t.250' 100' .166'- .Oe6'O, - .500 __)�• -., .-.7.350'..-I-t,350' - /� t.S00' y (AYE 6E 6H[RSEO) /=y )--i II��.Ow y r .250 �` i 2.1 O.D24' 101. TACK' h _ I} _ - \ 3375' 1.671' I.-M)J66- i-HEMMED GALWIIIZED SE0. f EDGE ASN AW7 TYP. I /` 2.000' - .054' - t S' `__ _'� ,RAGE 60 IMRMIM HEM ED260- 2.125' 0-6D FALv. -1-- t-- I.t Des• 1--t300'�I 'Qi \-,/ _ ____1 -- - - __- - -LOGE - --ORAL A ---II} 5TORM PANEL.375•--(TY.)(,YP).]50'--I.".,- _ _ _ DIAL A t ._ J 2.000•_� PANELS SHALL BE R6TAlLEO ALWAYS ._._.__2.367'._- - FROM 70 RIGHT iaPAT (�) "H" HEADER (3) "FIN TRACK (4) ANGLE WITH STUD END AT GAL • I arE a PANE CA0.OV 24-(Min.) 0 w/ NaMIIm ETC£ - SIM ,1.1 O PN1FL > o.Os (� I F--- _TiDD' I -_.1 : W_625 - 0.]75' p 0.250'I 1407- . - ' I ��-- - 2.250•-- - L� ISOMETRIC VIEW DETAIL A !I33:j-_._. PANEL 13 OR i _ -i - ._- E 0 ROUNDED CORNER O ENDS OF PANEL'S .937 ,-. �_•-M - Ii..00' C--237e' _END UP W/ HEMMED EDGE. L__ 625'.. .123' (N.T.S) .375• �1 N �- -. Or PANEL 2.500• ( - -- .091 • ar -(Fyn. qpj 1 SO KEY HOLE WASHER 3.750• ,072' ''. (TYP,) I( p_7' 3105-Hi54 ALUM. ALLOY © KEY HOLE AT PANEL--.7�•- 4�� I- -. N 2.12{' •SEE SHEET 6 MR ADDITIONAL _ 1 - .750' - III 3' LIMITATIONS w SLEEVE LENGTH IS 11•. l .p9'. 125' 1_- ONLY 1WD FOR NSTAILATONS INTO _ _ (TIER.) WOOD STRUCTURES. I 250- .373• O SLEEVE 2 i /B/�' " f 11-- t_4 ( l ._l SM. 6.L.I.Al IA1 A .12e''- __ _ -.- -_) 2.000'- .- 2... 3.750' - -.193' __ _ 12J• 2.ODD A uar -1 ----2.5M'-- - - t-Ale' (TYP.)I ' O t.oso'P 750 "U" 1 O REV, "H'_HEADER © HEADER T j (TMP) - J -J' YIN. TO 5• M4.. -- -- _ _ 2.000. - - ® SLEI MAX• ENM • ANGLE Q 1) "JW TRACK PANEL HANGER -.. -_--- 3.000' - Wdl-RF ALLOY A`Alp A. TIFF .3, 74• 1 1/4" •:a00' - - . I ���•CEN �'l\ ((LSE ONLY FOR E-Z HANG STORM PANEL r _1 1 ( --I OD2• � J11' .656' --,. r' • .470• .275• 'ARM �i -- =i• S((• •-.. SYSTEM) 6063-T6 ALUM. ALLOY 1.671' -! 2000'M -T t* :P 1 1J�5' 6eo• 230' IT No.44167 - FLORIDA BUILDING CODE Non High Velocity Hurr)cons Zom) 123' Si '`3 ° (® MN' ®_ (- .. mo2o n+am Mc 2t GAGi CALVANRED STEEL STORM PANEL aw.Ai'I . STATE OF �__ _ oee' 1.2pI•���,� -- - 2.000--- 1_ A- -_- SEE SELROHS -..-.. - - .250- y �A�•,c��E/7//eD2N MAIN = o r,�� IL E C O INe. GLOBAL PROTECTION PRODUCTS, I.I.C. M/G -- .em S.R. 51 show .204'a 'F A aw YFna - A a,M OWL !L 1I714 �A,AAATAC' 1© BUILD -OUT "I ' ®4 BUILD -OUT WE TRACK 1S Ma ® WASHERED WINGNUT "-- 0s4 M;;;..�I" •M, »a,c t66.> =76A6. rAX: (a.)ew on 20-175 fA-O/OA16 °I'F CR. " 1- TRACK ANGLE (IAYAC 3 ALLOY) P.E xAL/eaNTRE/oA1 Ram A U N PL ,tl IT R R 2 4r 14 INSTALLATION )yT0 POURED DETAILS CONCRETE FOR REGULAR PANEL OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE in CONCRETE ANCHORS _ -TSEE ANCHORS LOCATION SCHEDULE ON EXISTING - POURED g-. (SEE SCHEDULE ON SHEETS 9 THROUGH 10) EXISTING POURED CONCRETE._ BLOCK SHEETS 9 THRW/GI 10) ORCONCRETE aLOCK� REOlREO. " IOR EIRF�D. I TE LEG I EXISTING --ED. ATE L CONCRETE AN:MORS (SEE SCHEDULE ON RERED SHEETS 9 T9NXICH 1 -O //. .I // J _ .' - -RIM 1/Y . } 1 4• / � eMDL11 10, 7aISW ,f ,C MLc OR E /4• W! tRn 1 MAX._ ) CONCRETE A 'M.N �. ' 0 1221/2 ` MAx. -._ - T.._ _ __ .I 1 1 (METE. ' t/Y ______. _-. __- / i T 1 1 (�) I 8 G I SHEETS 9 1NgOLXA•H 10) ( I ; -' 1 /AIM-76t• i - HW.M eou2 E.p / / i I 1 N. 1 EXOggRfRHNOG����1� R [D . / a,/.. OO �X-1 LE j//�/I%�I a I PANEL LENGTH '' '/'/ •,� 1 (SEE SCHEDULE t� 1 i -- - I MIn i ON 3 I 1 11 / I FOR SSIHEET PACER (ID 1 SEPARATION I O a SCHEOLAE7 { I �•I TO GLASS. I (SEE SCHEDULE I ,/.4-2ovt• ON 151EET5 1.. 1 Ba raL 1,W6 I IeMll O,Q r-e') T ua.. n. ib p.A55. 1/••P-fmt• -I (SEE scFIEo1JLE oN I Rr MITa1S e I O" SHEET » I As NINai6 W SP,CEI, 1 ■L/P/�yj/A t - •' ° 1 I PAIR LENGTH 1 (E ON SHEET SCHEDULE ) 1 --SHEET N -_.- I•. (MIN"AWa --- - , I LOAN oel r•� IX1�MI9-I 1 'L" MI i %" .: -j:-_: 11Not FOR Mfi (PANELSEE SCHEDULEL� I , I IHlmt ore+ r� _. ON SHEET 3) =al I I SEPARATION ° TO GLASS. _ 1 1 ..� O1A55 _h 11--- 7 I I I-._ -, i(SEE SCHEDULE ON SHEER 3) i O 1 i ° I OF t IRA%. - /� I -01 I 1 //; i SOX ° .1 - ED // � 1 I ED ��? SPACER t OF .L. 1 I O 12 1/Y O.C. :., ....._ _ - �0 LF/NCTH I VAX 1 i I _____ �\� EXISTING POUREa_N�j1���' CONCRETE \� "� . -., CONCRETE ANCHORS _ \� \\ (SEE SCHEDULE ON -/ f ... \ \ \� EDGE OF WALL OR SIRE SNFFiS 9 TiROUGM 10) j % ^ EF t/P 9L ' H1 �1 �.Y CONCRETE ANCHORS / % (SEE SCHEDULE ON % //�� _._ - _- -.J SHEER 9 THROUGH 10) . _ . 1 q 12 1/8• LONG MAX. ALUMINUM �J SPACERS O 6 1 1' O.C. VALID FOR REQUIRED CONDIION) �/ EXISTING POURED CONCRETE a ALL DESIGN AND PANEL CONCRETE ANCHORS 3/'r \ /% / I CONCRETE BLOCK EXISTING POURED CONCRETE LENGTHS PER SHEET 3. OR CONCRETE BLOCK (SEE SIyenule ON %.,�//' REOURED. REINED. _ 1• MAX. LONG &L%W,)M SPACERS O SHEETS I THROUGH iG) --_ E.D --- 12 1/2. O.C. (SEE TABLE 11 ON SHELLS 9 a 10.) r.�� Mil W, SCALE 3/e-1- �/.5 MOUNTING 5LOWA-A SCALE 3/8-l' WALL MOUNTING /DIR W/SPACERSng OR OEM SCALE 3/8-1- 'Yowl�VG"El". T� l *11 q.AN FLORIDA BUILDING MADE Non High Velocity Hurrkam Zone = 0. 44167 mmI alms, ae 24 GAGE GALVANIZED STEEL STORY PANEL F.P. _ NOTE FEAR COMBINATION OF SECTIONS E.D. EDGE OWA CE SCHEDULE ON TOP t BOTTOM MIOUNTINGS CAN BE = - WARN IN: _*; * :*x s z- O/SOL ' b'• STATE O(_- >��.�GLOBAL PROTECTION PRODUCTS,LTC. WIE(SEE .em S,w St 6nw 1&.-I�ORID��rw� SHEETS 9 R 10) COMBINED IN ANY WAY TO SUIT ANY A�T,I �XC -EJ `'IVNN'NAAE `'Wi - FA. a. -NAA RMa,Ns•a n - DAME. FL M9A20-175INSTALLAnON. ti: PAX RNot -tM-Ion Oa R1-An PHOC (Ss.pe-7Se5. rNL lSN)•e-e797 20-1DURIN5 NEF1M51MT /GTE WYTift A. PE. m rr-,e ,a SNOT S O to INSTALLATION DETAILS FOR SERIES 2000 DIE 1000 E-Z HANG STORM PANEL Gi INTO EXISTING WOOD STRUCTURES '• LAG SCREWS • e• O.0 W/ •/7• r THREADED PENETRATION ( W. 2-v4• WOOD 1/4Y LAC SCREWS • 6' CC W/ E2TW4 WOOD HEADER. '�(,/ - I; REQUIRED .. , t/2' Y THREADED PEM`AATCN II H& OR EQ EDGE ro EX35-4 WOOD EAOO I a' Gen /1•v,• S.Y.S. / I: • EA ENO OFQ . 'I 41' .Y.S1.Caw s 4 /I. , • FA No O< 1 _ 1 ® 5 QQ r t '1? 3 1 N( � �I 1' Ac SCREWS a 6' Oc W/ (SEE DETAIL 1/24 • S' T"-- (-1 / 7/6.4J/J2• TOEXISTINGWOOD MEMO MOH[ IA_OELOW)- O,[VFRY� wvwm RrP.)J/16' ,N„m. POP RNR j CPnt.lthl• SYS. WING MUT 5 i�AIW0f/' �(TOMM10nH OF EWEr • EA EID OF 0 WOOD S7 REDL•E' ➢�R 1 I .TIC � OETAR� a 2 IllurATIW ./ / - �/�-- •15 •'•-20J a•k7 95EPARATION ,/•'•-ZOal(•' ro CLASS 1%e-"J/3z' i a3/J: ro GLASS Ks. W/7/6 w/JT WIND MUt • ``gg tY DC I 6 EVLAY OVERLAP 15J, I CYWY OVERLAP � I ie 1//6,Y-X/hJ/,' _ _ _ _ (t ( 'y 2 66E NWITION /11, N/NG WJf e/ `- 0 TO GLASS.EVERY OVERLAP Iy (Z a7 9 F. � - I j - � !!iN .1 r 3 ' c -) , O ti I 1/1•I-20vJ/A' MS. ¢¢ N iI 3 ^ _ . ./ C. I W/ 7/6'A13/32• ,6 eC 3 O WAD IRA 1 if I r 1 •12' OG i I----) i1 ._._ i-.. _ - �. _ 7/a• a MNc _ - _., I, 1 4 A-2oFJ/,• ..� '. t/e• Mn. TNaEAO[D �'. ---L- _ (SCE NOTE 1A 6E1,711) PEI4TMI101,• 12 I/Y I. c. ...) W �- 1/Iti LAC 5(ALWS • 6' O.C. 1/ - 2 Eve' tI 1 1 Y Mi.,THREADED PENETRA>1fIN • WOOD kTE REOUft''D g4„•••- 32 -- M.S. W! M iH OF FIAT AT STIES 2000 OR MT OR ON EDGE W-'1 1//1.1yy22''//Wpp-}} A'NUT S2) 14-10 PANEUTATE PUTS W/ _ W TUYBS�[1� .011 A BELOW) 7 Uhl PENETRATION • 17 • SER� 1000 �Lipp ��y�6jEE (�y�EYR►EyE/Y� Mb (x) x'.r i/i R'ii nN1EADEOSCREWS e of OMEinAiU+l OFLAT PUTS REOLRED ALTERNATIVE 2"W t,-;--; /2 FLAT OR ON EDGE ... 2'..' W000 SCALE 1/4'.,' PLAT: REQUIRED FUi ALTERNATIVE iIV- r SCALE 1/4'.1' fj,OOR TO CEINSTA� L9IE:, I. .WALUTIONS ARE OfLY VALID FAR BUILDINGS w1IN AS D. DESGN LOADS On.. ENMINApk�.1 TE 3A if UP TO •611.0. -75.3 PAT AMC PANEL'S UENCTH UP TO V-10• „a, AIIL1 1& 1 FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOtrrKRN S�_ d��P !,.•t!lz SCALE 1/4'-1• PINE NR. 2. W/ SPECIFIC DENSITY OF 0.55 OR ETA.. ,,�y�P�;.•VCEN ✓,9 s`( No. 4 = M01O n Qq W C SEE SPECIf1G AID REOIIWN]KMS FOR O 9TOP BUM 1 TOP AS SEE A6 PAK1L101(gU COpELT1Du ro FOR OR AT BASED s DeR z* ' *=_TOTE OL 20116 SERRS PIJTALU,ION TYP1 ON 2- -- �C - 9•. _ S1AT OF; " I - NmE mR rD1�MIINAtIerl of n,n,He. ALTERNATIVE TOP MEADER WOOD FRAw "- . F1( 0*''\ f_ % IL E C O ENe. to A eorroM woLRA1IDs Gw x cMol N ANY / ''a,F /ON LE . �D.4Z-IJ rWA � A E>+-oNMo rS lyV� f 2R R aRma N : WAY TO SAT AIM MSTALUAWN SCAL 1/4 . i' N FN REIN AN.'"" "- "G-0006716 m-,u NOTE SHUTTER TRACKS NOT VOW FOR CLARITY -£ K&/.00-uRI/K•n w Tto, A 1eRT NF- Al. ::•A •e f .11 . 1:..•f �. N Q @1L11ff14111. If 1 /RAM. I, ;:11..).11.• _ MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 NMI" k•D PRESSURE RAYING N.r. . a - CP ) ( ) CONCRETE a WOOD INSTALLATIONS I ♦ N LA 2a0 f2'-0' 12'-O' 250 rr-0' Fr'-6' 300 f l'-6' 10•-9' J10 10' 10• to' -a' 40.0 ro'-I" I'-41 0 0 e'-e• e'-9• _ sag D'-r e1-4• 510 6'-r 6'-0• eno 6'-J r-r -- 610 6_-0• r-4 Tao r e - r-D 710 r-5• 6'-10• 80.0 7'-2' 6•-r 66.0 T-0• 6'-6• Dag 6'-D- 6'-2' no 6'-9• e'-O' 100.0 61-31 5'-If, 105.0 6'-3 . 3'-9• rt0.o - s'-7• n15 1 ts's 3'-3- MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM AS.D. DESIGN PRESSURE RATING f. ♦-- CONCRETE a WOOD OMWW7 IONS 1' L4 I Lr 2a0 w-4' 1 w-0- 250 12'-10' II'-7' .rah 1l'-6• 101-r 310 10'-101 6'-6• 4" D'-e• 0•-2• 45.0 ,'-I• 8•-r SOD 6'-r e'-2- - - _ S&O 6'-J r-D• 80.0 e_0- 7'-s• - e3.o - 1-6' ?'-2' MIT r-3• 81-11• 710 7•-2• 6•-8• 110.0 7•-o' 6'-s- 650 1-0- 6'-J' 90.0 1 6--D• 6'-I' 95.0 r-7' 3'-Io' IGGO 6•-,. s'-r r05.0 6'-3• 5'­01 I10.0 - 5'-1' 115.0 - .'-ro' load .:.- 1' 6 MINIMUM SEPARATION TO LASS SCHEDULE MAXIMUM PANEL( Loamin) WIND SPEED 4 170 .P.n WIND SPEED > 170 -P.N IRNkSTMNFD RESTRAINED � RESTRAINED 30 OR LESS 1. I . 6'I 6 1//- >33 TO 90 1. 1' 7 1/2' 1 7 i/2• >90 TO 145 I. 1• 7 1/2' 7 1/2' >145 10 1 1" 1' - 7 t/2' UINIMitU PANFI. IFMCT14 fin) FOR ♦ GIVEN MOUNTING CONDITION TOP D6ECT n' •U. 1.6'X1.5' STIR IF, ACLE - SULO-CUT Y TRACK MOUNT HEADER HEADER ANGLE TRACK W/t0E •/SDC - DIRECT MOUNT 48' 32' 32" 35• 83' A• 50' 4 t.5'(I.5• SEW ANGLE 35' 32" 32• 32- 42- 38' 35' 3 'r TRACK 55• 32' 32' 42• 67• so' BE. t W SIDE CLOSURES AMEX ANDUE 50- 32' 32" 38' W. 56• IBIS' 1 so' 3Z' 32' 3e' GO. SIB• SIB' 1/4'0 LAC SCREWS • A• O.C. W/ 1/2' MIn. THREADED POIETMTIOW m E%ISTID Rom LEADER. 6 GaA 4�% 2„ U -1c ,. 4 Ca 6 ,.,,-- sM3. 11 ) . EA ENO M (TEE UCfAl i/N I- I H S i •HEADERREOURE1D , 1 7 2 1/9' MR, �uTDOR ON ED" ALTERNATIVE 4A'W SCALE I/A'-I* `-MOTE IA BELOW) ,.Y-2oJ/.• wS W/ 7ro••Jnr "c NUT i 12' O.C. SCJEW3 a 6. 0 C. W/ THREADED PENETRATION OF PUT 1/4. 3/4, 4/5, 5/5 R 6/5 1 W/6, 2W/6, 3W/7 & 4W/7 _ __ - -...-_ --Y MAX J! 1 INN. 0 0 -I- T ,- ---r-I L 1.1.1.111;,11-1 l I 1" I I MI--'-(111.1 -1 I -I W r, t - - - �'-� 1 +- - - I -�V­l 4-1, i r UNBOLTED PANELS _ BOLTED PANELS W/ 1 N-20a t' (SEE SECTIONS AS S.S. Y.S. BOLT W/ I EA OAW4RLAP'. APPUCABU) -� I I (SEE SECTIONS AS � 1C/BLE) I � I! I l I I ) I I; l I 11 1� •l� I �i ! WI I 1 D.M.,3O.®. -- o}- -!- o --o o --f- ©Or ® - 1 MAX _ _ - -- - _ 3' MAX -� - 1 2/4 1 /4, 3/4, 4/5, 5/5 k 6/5 1 • MI"' t W/G. 2W/6, 3W/7 Nt 4W/7 ______ANCHORS (SEE SCHEDULE ON SHEETS S. 10 tit) --- EGULAR STORM PANEL C1� ELEVATION R L6er N.T.S. /•- IA— GAP (ARIL OW RAP _I (WOLF MILL• 1/4 -� MA `"P SECTION A -A -lJ HAS. NOTM. all) LA: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GRAN POSIIVE MILD. DESIGN LOAD. L-: MAX ALLOMMU PANEL LENGTH FOR A GIVEN NEGATIVE ASO. DES" LOAD (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LONGnk GfVETN A POSITIVE A.S.O. DESIGN LOAD. DEMtMW MAIAAA PAWL LENGTH •L.' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. OESON LOFT. DETERMINE MAXIMUM PANEL LENGTH l--' FROM SCHEDULL FINAM L MAXNA ALOWMLE PANEL LENGTH IS EQUAL TO THE MUM CEITIMA fD PRNM LENGTH KIWE2N 'L.' AND 'L--. (3) SEE SCHEDULE BELOW FOR W. PANEL LENGTH FOR POROSITY OUAIJFYATION. '1 INSTALLATIONS INTO WOW ARE I"= TO t 95 P.M. MAX ALSO. DESIGN PRESSURE RA11N9 9, 10 a i1 FW WONT. AS.D. DESIGN LOWS a MAX. PANEL LENGTHS FOR aAP SPACER IS 11YD. �' S ' `� FLORIDA BUILDING CODE Non High Velocity Hu cone Zone * : .44167 ` om n�' « 24 CARE GALVANIZED STEEL STORM PANEL cob- W, . - GLOBAL PROTECTION PRODUCTS, U.C. °7/"GA1E/, `�XI•. RATE OF � * � IL E C O ENc. ' F ' • �. /�--Rv - N., t ► a N1- Ness n N,e 20- t 75 s .. G" / Aie ,.- . (Ma M,-,•M . ti ,Tea m-tw • -- -- • PNGIE: (IWNMIe-7e.L FA (2x)ne-em - _ _ - .. R R•Ae N- INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD STRUCTURES - T .. _ --i- Min. -.,,.-_. - - -. ..... -.._ ..-- 1 ( 1 O TO CLASS.- -.. :'' i _ - _c / .,TEE SCHEDULE ON 'I!i , ,ti-1A,• E i v.-•-2a,• . I SHEET i 1) I I { ... s/ HEM •an 1 ON SHEET 3)� i WOOD HEADER I -� W WOOD ANCHORS _ ,�- GKS 1 : SCHEDULE REQUIRED 1i , I___ _ _ .. A.-- ON SHEET I FOR � ice' SHEET I1) '_, :III N 01 r_-___. - _ --_ j.._._ (SEE SCHEDULE ONcdollom 5� 1/2". 1 __QI ,. I(�lOF "L _ 2..-�) N W000 HEADEB .: 2..� I. iEOF--ILTJ MAX,__I 47:::::: MIn. � I REQUIRED ,IF I - _III I IC- ^ I {" E01 /' �/ / I _.___ _J I �j11' MAX. LONG ALUMINUM SPACERS O 12 1/2' -YJ 1 O.C. (SEE TABLE /t ON SHEET 11.) I I MIT. SEE NOTE - BELLOW FOR LIMITATIONS FOR .-q) SEPARATION T MAX. II 1r 1 1/2' LONG SLEEVES. TO GLASS. I 1 I PAINEL LENGTH I PANEL LENGTH I 1 (SEE SCHEDULE 1 (SEE SCHEDULE , I (SEE SCHEDULE 1 ON SHEET 3) I ON $MOLT 3) 1 - •_. 1 ON SHEET 3) _ PANEL MATE FEMALE D OR PANEL MATE I 1 ,/.y-„• , I I 1 PLUS (SEE SCHEDULE ON SHEET 11) I- 'A I cLr ROA I Min I - ,- _ I ' _ EXISTING 1 ' I oust FIX, alert r-e') E%ISTUIG 1 STEOPAPATIO I 2'a4' WOOD --- ' I .... n GLASS ---' SEE SCHEDULE._ 1 PLATE REWIRED GLASS-`1 1 ° i I-(O„ SHEET 3) I 1 DIRECT MOUNT W/ SPACER 6A I- f- - -__-- I * I ALTERNATIVE 2w' IO , - - scvE J/e-, ° I SOt 1 I O 12 t/2' O.C. SEE TABLE /1 ON SHEET it FOR MAX. PANEL LENGTHS a 1 MAX. AS.O DESIGN LOADS FOR THIS INSTALLATION. I I Of Y' EO '_ - ( MAX I i.' ® 1 �I ED - \11 3 4` :'j O 12 1/2" O.C. I _ -- - - --I fP 1 � UWAR ll 1 :. WOOD ANCHORS NIT * MOLE: EI _ __1 1 STAGGERED W/ STUD - L (SEE SCHEDULE ON sPAm a MAY e< , 1/2' LONG F. SHEET 11) (1) NSTIMA"M 4 LUM TO A OW SIM fULW= MTN 15' 4 *a= MAX MEAR FROMAM A MM"W„DNto PUT' WETDIRED _ 61RIDO Ie40Fxoa OINIO/n�el4 Two WOOD ANCHORS 11 MN. OPAMTON To GLASS *MCATm 2'KI• WOOD STAGGERED W/ STUD ON AIELi 3 Ya R RkD11L'ED ro 1/4' b '. ` _ - _ PUT" RETIRED (2) ANCHORS CONS IMMU OM POIBEt M 0W16 MATE FDA" 0 OR ... ". (SHEET I1SEE � ) ON o00.PLONG IW a ROILOMO OODIrSM6 AR - --. - � e A I OM FFIRTE SHALL M p2*01 MIL VACM 1/,TYJ m ON (,) A® OESION PRESSURENPRESSUREI AQ7 4 M1111L11M M a .bp . -N at. (3) MAX 24 OCE FAMIL LOOM S LIMITED 70 M' A ANY OPUM _ - (THIS IS A ItgrMMM FROM LMM AMID. LJOOMM ALIT® ON I D) � EORY PAWL LE11O',N S SCHE AL SHED I,). WALL MOUNTING Go, STOW PANEL MCrALAOR IS ONLY I (4) 11/2' LONG 9AOOR CMWOFRFR OM SHALL WE A6 ROOM ON SCALE 3/8-1" s"m a eOTMLMON a i 1/Y LOW; spoon M n ONLYMUD ALTERNATIVE i W /OD A" etvw WOOD now MVO IN WIND BOO 1, 2 AD 3 O 0063tkED M AM SCALE 3/6-1- (4) INSTALLATION MMNO ONLY FOR WINO 1-1M6 StAADA D AND M 2= (1N MIXING OF TE FLORA SNOW COOL '�. S a 3 AER ASHY I �`�E . A Tl� FIB` •,,.:...., l FLORIDA BUILDING CODE Non NI h Velocity Hu cons Zone 1 INSTALLATION AIL NYV I s OTE FO COMBINATION OF SECTION E ONLY VALID FOR MAX. A.S.D. - Humo n1EOD •4 rA. N RN 0. 44 � s NISI DESIGN PRESSURE RATING (p.s.T) AND PANEL LENGTHS s * -, * ) = 24 GNUii GALVANIZED STEEL STORY PANEL oRa•N W. * AS PER SCHEDULES ON SHEET PT FOR - _ TOP BOTTOM MOUNTINGS CAN ES 3 (EXCEPT 0 t 80 0 OU BE ( z COMBINED 1N ANY WAY TO SUIT ANY ALTERNATE 2W-) -'a' STATE OF+--•- r �� GL.BDAI. PROTECTKON PRODUCTSa 11C. °'/"�0'0 INSTALLATION. ';moo a I L E C O I... 1WC OBI,. .ON ve. 51 Alm ( �' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD •.1NA��" GP'7� TWLIT IRA. w. r a w. Ramon 0MIL n• �" 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC �-•Iy A�%/1�:� "R�'IrN.'1W41FI,1RVDI,E ,::: 13eO :+-,m,,A.,`� m-rut alarc (ro4Mr-T6•a rA1c (Ie.)er�Fe7 .�4'L�AM��- °R,�"M0 "- CA Ome1,e DENSITY OF 0.55 OR EQUAL. �i�p,4pW �"'� M` -` - WK1E1, A nN N., PL 4A t1-N. A' MI 7 eMlm a ,► M GENEB& NOTES Nun III �Y. L2F6 3ARI1Y ! [-2 IYYR _•;1.� nYfi-n (C) 70 zl•T �n lN1N mFCIF .R.VIfT . . O "5 YN l: I. STORM PANEL SHOWN ON T95 PROOIN,T EVN.WTION DOCUMENT (RED.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORD.ANCE - t/4'W iAPCON ANCHORS, AS MANUFACTURED 0Y I.t.W. BUILDS%. INC WITH THE 2020 (7n EDITION) OF THE FLORIDA BURRING CODE. THIS STORM PANEL $HALL NOT R INSTALLED AT HIGH - 114-10 PANELMATE FEMALE D AND PAIELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCES. VELOCITY HURRICANE ZONES (MAR-OADE / BROWARD COUNTIES). - 1/4•0 (AG SCREWS PER N.O.S. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WAND - 7/16"0 . 5/8" WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT a SPECIALTY CO. SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A INRECt10NAUTY FACTOR KD-O.6S. USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (AS-D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C. 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2-FOR ELCO PANEUNTE PLUS 1, 9 TMRU 12 t 17 ND Ia. APAPHIMAL FEMALE O. INORDER TO VERIRT THE ABOVE CONDITION,1A1F DESIGN WIND LOAD' DETERMINED PER /SCE 7-16 SHALL BE FIRST REDUCED t0 ALSO DESIGN PRESSURE RATING BY MULTIPLYING THEN BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A S.O.) C.2) MINIMUM TFNEADEV PENETRATION OF LAC SCREW. INTO ME WOOD FRAME UNIT SHALL BE 1 1/2' NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 A 17. 18, PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REIITRED THREADED PENETRATION, N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MNNIAUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH N05. 2018. STORY PANEL'S AOEO.VCI FOR IMPACT AID WIHD RESISTANCE r1,A5 BEEN VERIFlW IN ACCORDANCE WIM SECTION 1609.,.2 a C.4) MINIMUM PENETRATION OF W000 BUSHING SHMALL BE 5/e' ,/4' a-2D SCREWS USED SHALL BE t 1/2" LONG MtMMUM THE ABOVE MENTIONED CODE AS PER AMERICJN TEST LAB OF SOUTH FLORIDA REPORTS 1pe14.01-01 AND /021902-09. AS SHOULD STCCO EXIST AHD 1' YINYUM FON WALlS WI1N /O STIGMA. PER SSTO 12_99 t ASTM E 330-02 STANDARDS, AND AMERICN TESTING LAB SOUTH FLORIDA REPORT /1123.01-I0 AS PER TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1004 OF THE C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANTS. STUCCO OR WOOD BOARDS BE FOUND ON THE COSTING FLORIDA SUIIONG CODE. WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C.1)• C.2) A CA) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 1105-H14 ALLOY 8- PANELS MAY ALSO BE INSTALLED HORRONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE 80 MINRAJM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® A0 SHALL MOT BE USED. STEEL DESIGNATION W/FY- 92.2 kw (AFTER ROILED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME BEBUK. INGS. Soole W/ 50 YIELD STRENGTH AND 90 ku TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90". AS PER SECTIONS 1, 2, 4, 5. 6 AND ALTERNATIVES IW. 3W a 4W ON 6. DOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL WITH 38 k3i MINIMUM YIELD STRENGTH SHEETS 4, 5, 6 A 7 RESPECTNELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7 ANCHORS TO WALL SHALL BE AS FOLLOWS: II. THE INSTALLATION CONTRACTOR IS TO SEAL/CALAK ALL SHUTTER COMPONENT EDGES WHCH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDINGTo PREVENT WNI D/RAN TRUSON . - XISTING ED. (A) TO EPOURCONCRETE Ax§ - TARPON ANCHORS AS MANUFACTURED BY I.T.W. BUILDS%, INC. (Min1'c=3192 p.a.,,) 12. STORM PANEL 04TAUATION SMALL COMPLY WIN SPECS INDICATED DICATED IN THIS DRAWING PLUSANY BUILDING AND ZONING REGULATIONS - 1/4• • . 7/e' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALI INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. - 1/4'W . SOLD -SET ANCHORS. AS DISTRIBUTED BY AL WONT SCREW, BOLT A SPCCW.tt CD. 13- (a) THIS PRODUCT EVALUATION DOCUMENT (P.E D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOGS NOT PROVIDE INFORMATION (MIn Fc-300 p,4.i.) FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. OJE - 17{-10 PANENEIMATE FEMALE D t PANEUMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4•I ZAMAC NALIN ANCHORS. AS MANUFACTURED BY DEWALT. INC (M) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'. 2- FOR ELCO PANELMArE AND BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSRRLIIY- I 3/4• FOR ZAIAAC NNLN ANCHORS, (c) THTS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED A2) CALK-14 a SOD -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE POURED CONCRETE. ND EMBEDMENT INTO STUCCO STALL BE PERMITTED. 1/4- s-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS. PROPER USE OF NNE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BENNO SUCH PANELS. (.) THIS PIED. 511ALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHILL BE AS MENTIONED IN AL I) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT. (a) TO E%ST NG CONCRETE sEDLN WALL ASTA1 C-90: 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOGIID ON A READILY VISIBLE LOCATION AT STORM - 1/4- • TAPCO14 ANCHORS AS MANUFACTURED BY I. T. W. BIRLOEX, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709-9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE- 1/4' / . 7/8' CALL( -IN ANCHORS. AS MANUFACTURED BY DEWALT, INC. FLORIDA IIG�ID EVERT OPENING. LASEUNG TO COMPLY WITH SECTION 1709.9.3 OF THE NG CODE. - 1/4'e X 3/4' SOLO -SET ANCHORS. AS 0STRIBUTED BY All POINT SCREW, BOLT A SPECA.TY CO. - 014-10 PAHELMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION P HIll1/ - ,/4' 6 ZAMAC NA)UN ANCHORS. AS MANUFACTURED BY DENALI. HNC A. TI�A,r +V \N'�Ea al) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PAWAMATES AND ZAMAC NALNN ANCHOR, INTO THE WOE vCENS --!ji FLORIDA BUILDING CODE Non High Velocity Nu cone tom BLOCK UNIT SHALL BE 1 1/4-. S K1n 11. 8.2) CALK-N A SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8• INTO THE CONCRETE BLOCK UHT. NO E�04T'IM044 67 " Moc ,11C0D' 24 GAGE GALVANIZED STEEL STORM PANEL MANN N, STUCCO SHALL R PERMITTED. 1/4. 6-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD 0 EXIST, * z ,-L - �.,, AND t' MINIMUM FOR WALLS WITH NO STUCCO. r 1 m/a7/AMR GLOBAL PROTECTION PRODUCTS, U.C. MR �'. i STATE :.M,M.z.� 8.1) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FI FCORI �F-'�72',/a,.IIa naNM WARE"FL1_rn1 EXISTING WALL, ANCHORS SHALL LONG ENOUGH TO REACH THE FAN STRUCTURE BEHIND SUCH PM�Sf G\�p,(E' X. PW - FAR W,-.- - (w]ftW-TWIST FAX: 20-175 ANCHORAGE SHALL BE AS MENTIONED N 8.1) AND N B.z). �ra" NAT �� w. R •W 1j/F�NA� IE. 9Ua/WOFNTIAR/M1A YL� A 1Ry; 'F. TILLUT Am t a 1e INSTALLATION DETAILS FOR REGULAR PANEL C1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES QTSTING POl1REp CONCRETE . _. _ ElOSTING POURED CONCRETE -ILO OOtCRETE OR CeNCREIE 9.00K BLOCK UIRED. REOUIrtED. ANILHIJII CONCRETE ANCHORS (SCONCRETE SCHEDULE ON -', DOSING POURED ETS EOJGN 10)-O $NN tT5 9 THROUG 10) / OC CONCRETE OC(_ i"ll ONCRETE O ,/.'-20.,•3 ./ I 1/2' Ii1/4' 1�a"-_-_ •s1CL4(SEE _2 .. __ _ _-1 __ -___.I CONCRETE ANCHORS _�cM SCHEDULE ON_ _ ED �' E.D. I I SHEETS 9 nvicou 9H 10l , I . 11 Y I I j�/j//�'' / j /// / E / I I 1 .0 O - 0) I i S I �// I 6-A sin • 1 -. .RAM,,, _-t- e0._T-s W % ED III SEPARATION<e. EM .p R SEPARAl10N ' l G �•1- I ITO GtJA55.(� Hot Rvu_p TO GlJASS. - IOBE WR RM . //..LOON OeIr-h -1 uwm Dose ram') �7, `I ( -. 11'v+- II -K'I 1 j/ E%ISnNC I(SEE SCHEDULE 'L" Mm. X (SEE SCHEDULEI��1GLASS, ON SHEET 3) ' PANEL LENGTH 6 ON SHEET 3) i I ,, (SEE SCHEDULE B( -L•M, Min. SEPARATION I Z• Ma..1 ON SHEET 3) 1 I PANEL LENGTH TO CLASS. 1 `DEL LENGTHCONCRETE (SEE SCHEDULE I ANCHORS 1 f _ A +Z,. 1 (SEE SCEDULE (SEE SCHEDULE ON I I I 1 ON SHEET 3) 1 ON SHEET » _ ON SHEET 3) V` .� SHEETS 9 THROUGH f0,. 1 .O B I I SO5 {/��) I OF 1" GODLASmS� p I - `/ I I I ,% G�IASS'Ir /� %/- 1 I SOt 1 ED. ® 1 _ 4•-2a1W I OF 1• , 1 O L E D I - '�/ I E.D./../ I __ I E D M� j EXSNG POURED /% 1 O 12 1/2. Or- ( ' --f APPLICABLE) AS ' - I - , 4•,,• IDI •.WEN HEM COAL OdE �" I CONCRETE AlIG10R5 j 1 ,- l�e eI '. &&1 sad 011 REHIRED. i 1 -. .- -_ -- L .c.-� -_ ,/A•-ii1• S.S. MM y nrt // L (SEE SC ON j/, J _) -'EO- �[ ..- --. -. . -... - -1 I • 12 ,/2. 0.1. % ; y I win !' ®ONLY WFIEN SOLID �/ I _ ALTERNATE t MIn, •, LEG LOCATION /, SET S CAx-IN ANCHORS EXISTING POURED CONCRETE -- ARE (USED a w/ •A,el WHEN -''---Nil CONCRETE ROC( PANELANTES ANC ALTERNATE CONCRETE_. p0$fNC POLLED CONCRETE CONCRETE ANCHORS ARE USED. REQUIRED. . - ANCHORS _ QR C)♦NCREf[( P BLOCK REQUIRED. STAOGFRED w/ STUb (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) �iQi(WALL CT MOUNT . SCALE 3/5-1' 3/8�-a,' SCALE 3/8-,' �JNSCALE Q.. ' ................ .. LENS FLORIDA BUILDING CODE Non High Velocity Nurrlcons Zone If 0. 44167 � m 11nm e4. 24 GAGE GALVARIM STEEL STORY PANEL aft- 'N: E.O.. EDGE DISTANCE ����pONE III;* . * • * s it STATE OF` ��-ct--- IL E C O 1Nc. 61D8111 PROTECTION PRODUCTS. tLC. � I . I% (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE - - - -- •em SW. e1 MOEI SHEETS 9 t 10) COMBINED IN ANY WAY TO SUIT ANY "�%ip�' �fORIDT' PR F«.aRt. as Wrr wleaAA,r 011E FL 'mot' 20-(75 '• F .: /i .. 'G.7 •ne , fr,n I► : o"o m-w, naRc (w,)r.e-76a rA,l L561)rs-s»T INSTALLATION. G\ m`-w• . p 0ow'. oR..XI NP 'a,, / �� ,Jr., FFFIHIN H MW1pD IE Y tl-w low . 01 1E A, IN INSTALLATION DETAILS FOR REGULAR PANEL 6) INTO WOOD TE LEG 4'.8• (Min) EXISTING WOOD . �' - _. A� - BEAM REQUIRED. CTURAL ADEQUACY Of EXISTING WOOD BEAM TO BE CERTIFIED BY , _ I EO REGISTERED ENGINEER OR �� _N�� ARCHITECT PRIOR TO SHUTTER .' -- t `L7' --- INSTALLATION1. . ;_ _WOOD ANCHORS H (sEE sc EDUN.E ON ALTERNATE WOOD ANCHORS ---- ( SEE SCHEDULE ON - I -, 1 Min. -- i SHEET 11) SHEET 1 i) l - (, -Eo Eo-. 1 euaDDI TD1 SOT6.W a - ,/.•-2a,• ss. " W/ MI • 12 , 0.t. i 1/4. /2 'I, ,, I -! MAX. WOW HEADER - ) ,/2' --- -._ - -11 - -(- _ 1 GLASS-1 O :, REWIRED ' __ 1 __ _ 1/•Y-sa1• 1 W • i i/4eaG I WOOD AIDHORS 2. I i 1 I , I MIn- I TO (SEE SCHEDULE ON SHEET t 1) ! Yin. I GI/55.(SEF I SCHEDULE ,/4'P-2m�,'�� ) 1 1 ON SHEET » . ! 6l-aHDe/A'• 1 I min. SEPARATION TO CLASS. i I - t I 6R Aar 1 ItImN Ito r� 1' MAX. ... __.. _ - PANE' LENGTH r I I (SEE SO4MW ON SHEET � t - - 1- i ,/sa2o,t• 1' MAX. R q ,I�� PANEL LENGTH (MIL FIX AMID, (SEE SCHEDULE 7� ON SHEET » ) (SEE SCHEDULE E%ISTNyC R° I 1 IB0I1 oa I- _ -. ON SHEET » T - vl- - I G1A55 I I - i ] _. - , I ® OFT MA%. 1 • IMI I ° (i) 1 LJ I J O 12 t/2' O.C. 1 .I_____1- _ AL FlNISHI �'�! 1 i I EO ', 1 - . J� 1/s'�•,-L�` Muo sanALL -W a t/4• ac I _ ... - . .. - __ .I A � :-" r>,_ . I� _- .. ----I'- - - _ _ - 2T(8' WOOD DECK REQUIRED 2•.4' WOOD PLA _ _ - ANCHORS S R�I� 1-DOD ANCHORS rFIOoo - - (SEE SCHEDULE ON (SEE SCHEDULE ON SHEET - , SHEET i1 - _._ -_ '--._ - �7 - 11) -- -2• Min.- - - .J. -- - ... . 1' _ CEILING AND FLOOR MOUNTING ALTERNATIVE 3W SCALE 3/8-1- BUILD -OUT MOUNTING ALTERNATIVE 4W nFHmHAFA SCALE 3/8-1- A. -P *..-,VCENt '�EF'9 �' NOTE FOR COMBINATION OF SECTIONS: No. 44167 - - =*' : FLORIDA BUILDING CODE Nan NI h Velocity Hurricane Zone) 1. IN ARE ONLY VALID FOR MAX. A-S.D. srA.tA,TIDN AL - : * 12Om n •NC tEm, F.P. TOP DIE BOTTOM MOUNTINGS CAN BE ( DESIGN PRESSURE RATING (p.•.) AND PANEL LENGTHS TO SUIT ANY _£ •q STATE OF % 24 GAGE GALVANIZED STEEL STORY PANEL GWM W. COMBINED IN ANY WAY AS PER SCHEDULES ON SHEET 3 INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 9'• 2' i �•F`' A10 ' ' c _- i F ' .. 'k,1 - - -�` - I L E C O INc. GLOBAL PROTECTION PRODUCTS, I.I.C. z" n/E� DENSITY OF 0.55 OR EOIML. / ORAL E n t OOV 4em S.W. S b71eFT 'FFFN,M,,,HNAM ' W. - a +A- AAOAAa n Al- R I• OAAC FAX noc (M•)Iee-7s.t FAX hsa7r-sTn 20-175 aR4ru - PE. SM/RONrY1[/GtE oA-o9onle MP. R A nlR A., Pt - R101 1 O 11 i C/) I- ca L- a) U -0 C .0) CIO U -0 (1)� a- N C a)-0 � Co 0-0-0 (u Fn C O -0_ L (1) O u .� ^ O � CIO CL ^ -- \V .� � V/ Q 4 z z w J e �• / CD O ( ..a ':!= a) 'c �. W O = 1= = I- =U M C:)C 0 m Y.0 N (0 C 'N .=0� C-4 o ro 6 - C", Y. a? a1 a0) i1 :!5C . I" E c N O 75 Q CG jj M L is w t27 p . Z., d w GD ,� =, ,e> 7 Q C: E to O d L3 - 0 -6-i /= V) M O L,• 0L U O L" 0- V / MM ■' ■ ' W Q Z z Q J d SHEET NO. SH 1.3 I I' 111I I I III III ('"I 1 '-11 1 I I _I 1 _L'1' END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL (1) SYSTEMS mO ROM " \a' v+OR E IN ]' a AL SIa1 H-14 p •, PEOL HOW FIAIE A063-TS 'e CONE. III" O ® NWtIMm : SV WA"1 0. WITH AISLE THWH i{4Y . 1 ]/•' f _ 1 2 1/2- ` TAPCCN a 12 O.C. // =IIIW Yid• E6000 iRNE --, PoIIRED DdCRETE, ... • 1 1 ,/.RITIll•.. , 3/4• TAGV// z ,/z• \• ' _ REQUIRED CONCRETE BLACK Dr 1 L_ MID1011 a lr 01- O- WO D FRAME 4 DR® '^ u i 2'm4' \ ARV AKAil i, \ L /-) CUT AfVEL 1 ; 1 U'M°He T2. O.C.Y . r . An' roIONAIE tEc LouTION; F41, / VARIES 2• 1 2' O s MOLE m< L c,.E AL10 MOLE 00 l S 030, 3105-Nt 51 SHEET POLAND CONCRETE. CONCRETE 7• % 4• % - ( -- ----- H l- "INI META, ALUM, BEM PIAR ROOK OR 2•N' ROOD ERNE .173• '` 3105-N1. dP / 2 1/2' O i (T• 7 REQUIRED 60Q-n ALN } M/ - 2• CONT. ALLW. ANGLE _----------M°`---- J M°./cAP Ile IF BOLT _4; ..' . O7r W 12• aC 3 1111A W N063-n ALLOT w/AROMA C.O. Al.. MKI E CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4'-1' SCALE 1/4•-1• SCALE 1/4'-1• SCALE 1/4--1• MINE 0 INANIMATE BDTf dal W 6,[F75 .. ,,sX POURED CONCgE1E, _ \` ~ , - fl •© ti7 ® OR WOOD SIDES OF - (LAN. PANEL ,• CONCRETE e.dX DIE \' VARES_j 1 O a. ® FRAME RFAIAED AS MR"GINEE t0 a „) OVERLAP BEYOND 2*.* 1 FRAME r urA '. OPENING WIDTH) coNr3ETL fAMf:NEn' ' , \ w x A+ WOOD FeAME 1 ` \ KMWACD \ \ : " ., FRONT o VARIES©® �M f[AT WiMLLitl To s MIL 1 SILL (NEVER CUT END PAEL) It • 9-O. DISTANCE1-- 1 ) 1 S -� INNNNx CASE G (PLAN) ' f0 Y R11% MHO A. n4il SCALE 1/4••1' All ��Ea 1R1 • r O.G. .• ✓9Its VALID FOR DIRECT MOUNT INSTALLATION ONLY k -ar �CEN f E' ''. • CERTIFIED PANEL INSTALLATION AT WALLS W/ r II No. 44167 •fy SURFACE LEVEL VARIATIONS WITHIN 3/4- i 'k * : * = FLORIDA BUILDING CODE Ilan High Velocfffty HurEfcons Zang CASE E (PLAN) CASE F (PLAN) 24 CAGE GALVANIZED STEEL STORM PANEL rA' ORNRF W.SCALE 1/4"-I" SCALE 1/4'-1` 4y�iC�: • f�OR(DP,.��4(rNL rTm/ym / IL E C O GLOBAL PROTECTION PRDDUCTSr LLC• NQE: RNA. NOO Sr. a, SLIMS AAA..­­r a vw OWN. FL a314 20-175 a" Of-Z ..: am NI -,INN "NONE, CSa)9 7Esa FAX, (Ma)M-SM �••�+• DWAS N- CA-a00M119 �,,. pE. eCi,/•WMUA✓WlE WALTER A 1tin J._ vL - arm. wart 6 a< toM, 7 MAXIMUM A.S.D. DESIGN PRESSURE RATING (Ia.s,f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING scNFDULE FOR REGULAR STORM PANEL III) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 1tDINSTALLATIONS AS PER ALTERNATIVES ,W THRU 4W, ON SHEETS 6 k 7) MAX. A.S.D. DESIGN PRESSURE RATING MAXIMAL ANCHORS SPACING FOR ED. - AS SHOWN ON SHEER 6 At T AAPIICIAKE TO 4 A3AY NATIVES Or THEM MA%•IW PANEL LENGTH (n) TAPCOHI SCREW PANELMATE FEMALE 0 PANELAMTE PLUS WOOD NN)516NG ,3.' tJ' 17" 13' 1 3. tr (TOP) t3• 13' 13' 13" 13. ,N (Bormm) a 1/2. 6 1/I' 6 1/2- 6 lIr 5 1/2' 2111 (MOP) - - 6 1/4• 12 1/2- 6 1/4• 2W (SOTT.•) 5•-0. ON e- 311, (TOP) LESS Jw 13• --13' _ 13, 13• 13• AN MmOrmm) +48, -45 °R OR 13• 13" 13' 13• 13 13• 13- 13' 13, a 1/2• N (Top) 13' 13' 13• 13, a• Tr (BOTTOM) 6 1/2• 6 1/2- 6 1/2• 6 1/2• 6 1/2• (EDP) - - 0 t/4- 12 1/2' 6 ,/4, WAR.•) >W-W 4 1/2' 4' 6 1/2- 6 1/2' - (TOP) 14'-4- 4 1/2• 4 1/2- 7' 7• - (earTOM)10 IN 1/2' 9 1/2- 2•4- (TOP) 13- 13" 13' 13• 0 t/2- (BOTTOM) • SEE TABLE /1 FOR MAX. A-S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER " IS I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. PRESSII� ATM; MAXIMUM ANCHORS SPACNO FOR E.D. - AS SHOWN ON SHEETS 6 A 7 APPLICABLE ALTERINKIIII / R ANY 4 T1ON MAXIMUM LENGTH iNa TAPCON LAG SCREW PAIELANTE F064LE O PANEUMTE PLUS W000 BUSM1116COMdHEM tr 13, 13• 13" 13. IN crop) 13' lr 13' 13' 6' 1W (/OROM) 5 1/2- 6 1/2' 6 1/2• 6 1/2- 6 1/2• 2W (IM9 - - 6 1/4- 12 1/2- 6 1/4' 7# (SOFT!) Y-0' 7 1/2- e• e• - SIR (EDP) LE S e" 6' 6'(7OFTOY)+46. -43 75, -75 61/2- 13• 13, 13' 13, 4W (6DROM)TO Ir 13' 13• 10' IN (TOP 13, 13' 13' 6 1/4• 1N (BOTTOM) 6 1/2• 6 1/2• 6 1/2' 6 1 2w (TOP) - - 6 1/4' 12 1/2• 6 1/4 MOTT.•) > TO ' 4 1/1' 5' 7 1/2- 7 1/2' - (LOP) 7'-5• 5' El.a• - SW (NOTION) IJ' 12' 13' 13' 1 5 1/2' AIR (lair) 13• t7• ,3' 1S' 70' (BOTTOM) • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER 0 IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 7lO,E.ii e A.S.D. DESIGN LOIN MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE ffMkALE 10 OR PANEL MATE PLUS ANCHORS k W/ S1WSx 1/2. O.C. T.. . MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.11.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL d) INSTAL LAXIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(a)INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 k 5) MIA%. A.S.D. DEgOH PRESSURE RATING • f) MA1(M" ANCHORS SPACING FOR MN E.O. PER SCHEDULE BELOW ro1CABLE I MAXIMUM PANEL LENGTH (n) MAX. A.S.D. .D. DESIGN PRESSURE RATING (p.at.) MAXSIANCMpiS SPACING FOR MN EA. PER SCHEDULE BROW AP U"A" E • ANYLENGTH Immuu PANELI/C NL) TAPCON SOLID -SET ID FEMALE(p PLUS• 2AMAC-NAMLN CJi1C-N TAACON SOIA-SET 1100- llIE FEMALE 10PLUS P CAX-N m to m ro 70 w m m . m to m m w IC m +45. -43 LESS tJ' 13• 13' t3' 13' 11" t3' t3' tJ' • S ,r ,r (TO► SDn LESS +43�-15 +85. _65 it ,r ,r • 3 , r ,3• , ' 3 ,r ,r tr ,r It 2 / 1 ((�) SOR ISSN ,r IY IS" 13' 13' 1r 13' 1r 13• 13• 73• it 7 (BOTTOM) 13• Ir Ir 13• Ir 13• tr 13• Ir 13• Ir 1 1/2 1 (BOTTOM) 13' 13' 13• 13• 13' 13" 13• 13' I3' 13• 1r ,r 2 (TOP) 13' is' 13• 13' ,r 13' 13• 13• O' 13" 13' is 1/2 2 (TOP) t3• tl' 11' 13' Tr 13' 77• 13' t3' U' U' 13' 2 (BOTTOM) tT tr /3' 13' 13' ,r I 13' 13' 13' 11 11 1 /2 2 (BOTTOM) 13• 13• 1r Ir 13, t3. 1Y 13• 13• 1r U• t3' 7 (TOP) tr 13• Ir 13• 1r 13• 13- 13" 1r 13• tr It 1/2 3 (TOP) - - 1/2 6 1/4' 6 1/4' 12 1/2'12 t/T - - 6 1/4' 5 1/4- 3 (BOTTOM) - - 12 1/2-12 1/1 6 1/4• 6 1/4' 2 1/2 12 1/2 - - 6 1/1' 6 1/4• 3 (BOTTOM) 0' 6'a' 6' a' r B' e' 7 1/2• 7R a' 5 1/2• e• r 6' 6 1/2' a" 7 1/2• a• s' a• S• A(TOP) S' - 6' - B` - S• - 4 (B°TTaM) E• - 6• - 6' - e• - 6••4 (BOTTOEQ1J' T IT !S' f3' ,3• t3• 13' t3' 1J' t]' (TOP) 13' 13' 13•13• tr 13• Ir 13•13• tr 13• 11 1/2 (T°P) 13• 13' L22*12 13• tr Ir 13' 13• 73• 13' 13' /J' 5 (BOTTOM) 13' t3• 13' I3• tr 13• tr 13' it 13' 13" 11 1/2 5 (BOTTOM) 13' 13, 13• $3• 13' 13' 13• I3• 13' 13' 13' 6 (TOP) 13• 13• Ir 13• tr 13• tr 13• 13" 13' 13' 11 1/2 6 (TOP) _ a 1/Y 8 1/1' 6 1/4' - - - 6 //1' 0 //4. 6 «) _ - 6 1/4' a t/+• a t/s• 6 1/4' - - - 6 I 4' 6 1/4, 6 (BUTT.••) 13 S10 1/2 ,r r 13- r 7 1/2 5 1/2 Ir 4 1/2' 1 (TOP >5,�• TO 13• 6• Ir 13' 13" a 1/2' Ir a 1/r 9 1/2• 5 1/2' 13" S 1/2 1 (TOP) >S'-e' to 9-6• 13' 7- Ir 13- 1r 9 1/2 13' 9 1/2 10 1/2 7 1/2 13- 6• t (BOTTOM) 17' 7 1/r t3' 13• lr 10• 13• 10• it' a- 13' 6 1/2' 1 (BOTTOM) 13• 5' 13• 10 1/I 13• 7' 13• r 7 1/2 5 1/2 it 4 1/2- 2 (TOP) IS' 6' t3' 13' 13• 0 1/2• Tr 6 1/2' 9 1/2• 0 1/2- 13- 5 1/2* -2 (TOP) 1r 7• tr t3' Tr 0 1/2 13• 9 1/2 10 1/2 7 1/2 13• 5 1/2• 2 (BOTTOM) tY 7 1/2- 13' Ir 13• ta' 1r to" it' e' Ir 0 1/2' 12 (BOTTOM) 13• 7• 13' 13' 13' 9 1/2 13' 9 1/2 10 1/2 7 1/2 13' 6 ,/V 3 (TOP) 13' 7 1/2' 13- 13, 13' to' I to- it" e" 13• 6 1/2' 3 (TOP) - 12 1/2' 12 1/2 6 1/4' 0 I11V 2 1/2' 6 1/4' 6 1/4' 6 1/4' 3 (BOTTOM) 2 1/2*. 12 1/2 6 ,/4• 6 1/4' 12 1/Y 12 1/2• - - 6 1/4- 0 1/4• 3 (BOTTOM) 7• J• e• S 1/2• 7' J 1/2' 0- 4' . //2' J• a 1/1• 3' A 7 1/r 3- e- 6• 7' 4• a' A• 4 1/2' 3 1/2- 6 1/2' 3- 4 ITOP) 6' a• 5 1/2' - 7 1/2L41/2- 4 (BOTTOM) 1' 6• e• a' - 5 • - 7 1/r - 4 (BOTTOM) 13- 7• 13- IS• 13• 9 1/2• 13• 9 1/2' 10 1/2' 7 ,/2' 13'S (TOP) 13' 9 1/2" 13• 13• 13• to' 13• to' I1- a• 13' 6 1/2. 5 (TOP) 13• 1 13• r3' 13' 9 1/2' 11• 0 1/2. 10 1/2 7 I/2' ,3' S (BOTTOM) iJ' a ,/2' IJ' tJ' 1J' 70' 13• 70' tf a' 13' 6 1/2' S (BOTTOM) 13' S. tl• t0 V2 t3' r U' T 7 1/2• 5 t/2' 13' 6 (TOP) 13' 6' 1J' U' t3• a 1/T' tJ' 6 i/Y 9 ,/2• 6 1/2' IS• 5 1/2' 6 (TOP) 6 1/4' 6 1/4' a 1/4 6 (BUTT.'•) - 6 1/4- 6 1/4• 6 1/A' 6 1/4' - - - - 6 t/s' 6 i/4' 6 (R)TT.••) SEE BRIT It TOR ANCHORS WK • SPACING FOR INSTALLATIONS PRO WOOD PM" P ADNM IF1/MNIY ANCHOR SIMJM04 AND BRAN EDGE ONTNI ARE MACAIED ON IRS •I•.-.Y•r FOR E.D. LESS THAN OCCATO ON SCHEDAE IN = ANCHOR SPAC14 N MULTIPLYING SPACING SNOW ON 6CHGAU N M FOLLOWS FACIDRL FOR THIS OPERATION TO IN MSNRL am M SPACING OBTAINED USIO FACTOR WALL Nor K LESS THAN WOO" 5PACOM ND UTED FOR EACH ANCHOR TYPE ON THIS SCHEDULE ANCHOR TOPE 1/4: ,/.•. ,/.: - ,/.: - 1/4•. -- - zNNc-Nnr 1/4.0 --- wx-« - lA1ee• — -- saIO-v PMLNWN III ,A,IALUM MAeHM mcmoe VAC" (SL) 3 ] 3 3 2 I/r 2 1/2 IIeRAaII MWIN TALI 3 ] ,/r r 3 3 ,/Y 3 omANCRAJ •DOA 3 ] ,/r ] 1/2- 3 ,/2 3 If AMK BOOK =VDU FACTOR — - Duo — — - - -- r Da3 31 - TALI ,.N - LAD tall ^ SPACINGS ONLY VALID WHEN SPACER &S USED. SEE INKE %1 FOR IMAGO A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER "lT IS USED. Jul Ae AS•R r IT I I t'1 LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS V-8' > 40 PSF TO 50 PSF W-2• > 50 PSF TO 60 PSF 5'-10- A MAX. PANEL LENGTHS ARE ONI VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/SPACER AT 12 1/2- O.C. FLORIDA BUILDING CODE (Non HNQh Veloetty Hurricane -_ANCHORS (SEE SECTIONS ! ALTERNATIVES ON SWEETS 13. 14. 15 tt6} 3- WIM. R-1A/13, R-2A/13. R-3A/t4, R-TB/13. R-20/13, R-39/14, , D.Iw 1 Ina R-MAW/15, R 15. -201 R-3AW/16. 41AR-18W/15, R-211110I R-38W/16. Or O O O O O O b 3' MAX. 1 ANN. T 1 L/2 I 1/4'0-20K1' S.S. BOLTS W,@ (USE FOR PANEL LENGTH OOVER 7'-67 O PANEL LENGTH REGULAR STORM PANEL REGULAR STORM PANE ! 6'-Y a MOO, (W/ OVERLAP MID PANEL LENGTH BOLT) , , - LIFE SAFETY STORM PANE r-r Or +510. -54.0 PI (W/O OVERLAP MID PANEL LENGTH SOLT) A _ MIN. USE 1 .S.BXTS _ 2AT ALL YGU/1' MMrs - S.S. BOLTS w - ---• _ ----. •----- ---' AT EA. OVER L, f- - T'F ' -- T L/I I � • H fff ___._____... ___. ... _ .____. __ S1U0__ ____.__ �_ _ I) NOTCHES At -____ LItON O I-6'E SAFFTI' H PANE BOTTOM CORNERS O O'._ '-OVERLAP- "OVERLAP-' OE O WING NUT AT I: XTCR10R _ WING NUT AT �y yI,X LEFT PANEL aAAaaaaA:.0 ROM PANEL 3' YAz: t INSTALLATIONS ONLY VAUO FOR WIND I' Mw_ R-IA/13. R-2A/13, R-3A/14. R-19/13. R-28/13. R-39/14. I- AN.- SPEED UP TO 170 111 R-TAW/15, R-2AW/1S• R-SAW/16. R-18W/15, R-2801/15. R-3BW/16. -ANCHORS (SEE SECTIONS a: ALTERNATIVES ON SHEETS 13. IA. 15 k16) - -- -- ---- - 1/4, MAX. CAP LIFE SAFETY STORM PANEL n ELEVATION (j) - ' REGULAR AR STORPANE (WIN. BERM -, MOLE WNLEY) 1 STOREGURM PANEL MAX. GA.H LIC LIFE SAFETY PANEL EXTERIOR SECTION A -A SLUE 1/4'-1' MAXIMUM A_S_D_ DESIGN PRESSURE RATING (R.jil AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE O CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) MAIL A.S.D. DESIGN UR PRESSURE RATING (P.aL) MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPLICABLE wr MAwMR" PANEL LENGTH i n. ( ) MAX. A.S.D. DES" PRESSURE LNG t. (v•0 ) MAXMUM AN SPACING FOR MIN E.D. PER SCHEDULE BROW A•PLI ABLE ro • A.,E7NGMH CDMB94AI,0N OP i11flA MAXIMUM L t' n ( ) TAICON SOLID -SET FEMALE ID PLUS PANIELMATE 2AMAC-NALN CAUL-N TAPCOM SOLID -BET O PANRELMA 2MMAC-/IAp1N GALX-MAN W to m w m 10 OF TON To n m ro m m >+65, -65 +75. 75 13- it- 13• 13• 1r 13- 13• 13• 13- 12• 1r I t0• 1 (TOP) 5,-s• ON LESS >+7TO-7y +114-11Ee 13• 5• 13- 10 llr 13' 6 1/Y it 6 I/r 7 1/2• 5 1/2• 13' 4 1/2- , (LOP) 5'-r 01t LESS 13' ,Y i]• 13' 1T 13• i]' U' il' lY ,J• 10• 1 (BOTTOM) 1]' • a /3 I]' 13' 13• 9' 1r 9• 10• 7 i - /2 13' 6' t BOTTOM (BOTTOM) 13' it- 13' 1r 13, Ir 13• 13' 1J' tY 13" to' 2 (TOP) Ir S• 13- 10 Ilr 13- 6 1/2• 13• 6 1/2' 7 1/2' S 1/2' 13- 4 1/2. 2 (TOP) 13' 1,• 13' tr 13" Ir I3' 13' ,3- 12' iJ' 10 2 (BOTTOM) Ir r 13' 1r Ir 9 1/2• Ir 9 1/2' 0 ,/2. 7 1/1• 13- 6 1/2. 2 (BOTTOM) tr it' Ir 1]' t3• 13' 13• ,Y 13' ,2• 13• 10' 3 (TOP) ID• 7• 13' 13' 1r 9 1/2' tr 9 t/2. 10 1/1 7 t/r 13' r 3 (TOP) - - 12 1/2.12 1/2 6 1/4' 6 1/4. 12 1/2'12 1/21 6 I/4• 6 1/4. 3 (BOTTOM) - - 12 1/2.12 1/2 6 1/4' 6 1/4' 12 1/2' 6 1/4- - - 6 1/4- 6 1/4. 3 (BOTTOM) e' e• 4 1/2' 4 (TOP) r a• 5 1/2' 7' 3 1/2' 11' 4• 4 ,/2- 3• 6 1/2" 2 1/2' 4 (TOP) 0' - 6' - 4 (BOTTOM) e' 6 ,/2' - B" - e - S 1/2• - r - 4 (BOTTOM) 13' 1,- 13- IJ- 13• 17- 13- 13- 13' 11' IJ' to- S (10P) Ir _- 6 1/2' 1r Ir 13• 9• ,r 9• 10' 7 1/2' $3, 1 6• 5 (TOP) 13' n- 13• 13• 13• 13- 13' 13• 13' 12' 1 13• 10' 5 (BOTTOM) it r Ir 13' Ir 9 1/2• 13' 9 1/2• tO ,/2' 7 1/2• 1 13• 6• 5 (BOTTOM) 13' 11' I]' 13• tY tr 13' ,]' 13' 12' 13• ,0' 6 (TOP) Ir 5' 13* 10 1/1 I!• 8 1/2-13. s 1/2' 7 1/2' S 1/2• t]' a 1/2' 6 (TOP) _ _ 6 1/4. 6 1/4- 6 1/4' 6 1/4' - - -- — 6 ,/4' 6 I/4' 6 (BUTT!•) - - 6 1/4. 6 1/4. 6 1/4. 6 1/4. 5 1/4. 6 1/4- - - 6 1/4' 6 I/4. 6 (BUR.•') 13- 7 1/2• tr 13• 13• to- 13- to- It- B' - 6 1/2• I ) >5,_r TO e•-0' it S' 13• 10 1/2 13" 6 1/r 13' 6 1/2 7 1/2' 5 1/2' 13- 4 1/2 t (TOP) TD r-r Ir 7 1/2- 1r 13' 13• 10 1/2 13• 10 1/2 11 llr a• 13• r 1 (BOTTOM) 13' 5 1/2' 13' 13' 13• 9• tr 9• ,0• 7 1/Y Ir 61 1 (BOTTOM) 13' 7 1/2' 13• 1 13' 13• ,D• 1 13' To. it* e' ,3- 0 1/2-12 (TOP) Ir 5' 1 13• 10 1/2 13' 111 1/2• ,r 6 1/2' 7 1/2- 5 1/2• 13• 4 1/2' 2 (TOP) 13• 7 I/T• 13' 1 13' 13• 10 1/2 13" 10 t/2 11 1/2 s" 13• r 2 (BOTTOM) 13' 7• 13' 13' 13' 9 t/Y 13' 91 /2. 10 1/I 7 1/2' 13' 6 1/2. 2 (BOTTOM) 13* 7 1/Y 13' Ir 13• 10 1/2 13' 10 1/7 11 1/2" 11' 13" r 3 (TOP) tJ' r tr 13• 13• 9 1/Y 13' 0 1/2' 0 1/2' ,7 1/2' 13' 6- 3 (TOP) 12 1/2.12 1/2 6 1/4• 6 1/4• I2 1/2' 6 1/4• - 6 1/4• 6 1/4- 3 (BOTTOM) 2 1/2.12 1/2 6 1/4' 6 1/4' 2 1/2' 6 1/4' - - 6 1/4' 6 1/4. 3 (BORON) 7 1/2• 3 1/2- 6' r 7 1/2• 4. 0' • 1/2' 5- 3 1/2- T r 4 (IP) 7• r 6• 5 1/2• 7• 3 1/2' it I 4• 4 1/2- 3• 6 1/2- 2 1/2. 4 (TOP) 6' - e' - 6• - e• - 6' - a- - A (BOTTOM) 6' - 0 1/2" - e" - e• - 5 1/2' 13• 7 I/2• 13' 1r 61• 10 1/2 13• 10 1/2 11 ,/2 a' 13' 7' 5 (TOP) 130 1 'Ir 13• 13' IJ• 9• ,T 9' 10' 7 t/2" 1]" 6" 5 (TOP) 13" 7 1/2' 13• 13• Ir 10 1/2 13• 10 1/2 11 1/2• 6- 13• r 5 (BOTTOM) I 7- 13" 1r I 9 1/Y 13' 9 1/2' 10 1/2. 7 t/2' 13' 6' S (BOTToM) 13' 7 1/Y 1r 13• 13• 10 1/2 13• 10 1/2-11 1/Y I' 13• 7' 6 (TOP) 13' S' 13' Ir a 'Ir U• 6 1/2' 7 1/2• S 1/Y 13' s t/2' 6 (TOP) 6 1/4' 6 1/4' B 1/4' 6 1/4' 6 1 4' 6 1/4• 6 MOTT •') 0 1/4' 6 1/4• 6 1/4' 6 1/4' (BUR.••) SU S IDET 11 FOR ANCK06 TIE • S1RGN6 FOR NSINUTIb6 MO MM x1ME NIIDRNOL ° WIMN ANCHOR ZINC CS Am U ma mD m Aw "AII ON To SC®UlL FOR ED. MESS THAN M%OAim ON SCHEDW REDUCE ANCHOR SPACING N V LI f "AG 11PADH9 SHOWN! ON SCHEDULE N M FDLLDWWT9 FACTORS. FOR nor OPERATION TO BE FOSMLE. INDUCED SPACING oNAMED LSM FAC1011 SHALL NOT SE LESS THAN MICIUM SPACING INDICATED FDA EACH ANCHOR TYRE ON THIS SCHEDULE, ,/4: ,/.: ,/O• v{1-- ,/4-. V.•. ANCHOR TYFE _ T110011 - 9m•«I - -- - - 2AMG-,WN - wA-w 1eiAIN ANCIIOR SAAGIG (IL) 3 3 3 3 2 1Ir 3 I/, %*Lo MmK OU 3 31/r r 3 31/r 3 own'="" j! 3 3 I/2• 3 f/r 3 1/2 3 1/2' ACRML OK MMMM E.D. FACTOR _ 2-',, "I em - - - afR _ or .._ _. - --11._ --. - ,m ,W. ,110 t.— w SPACINGS ONLY VALID WHEN SPACER O USED. SEE T 1 FOR MAX. RSA. DESIGN LOADS k VAX. PANEL WHEN SPACERSUSED. 7/4-07API ___FxMsrwc POURED ANCHOR a 9' D.C. - CONCRETE BOR REQURED. i. O E.D- ! i //� / I BNLJI A A.S.D. DESIGN LOAD IY901R.1 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 ONIIY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS BE W/ SPACER AT 12 1/2` O.C. FLORIDA BUILDING CODE (Nor INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4: TAPCOM_, _-E)(ISTNC POURED 1/4-0 TAPCON-_- --EXISiWG EPOl11lE0 1/4.0 TAPCON __ ,EXISTING PgX(ED ANCHOR • 9' O C CONCRETE OR ANCHOR a 9' O.C.COMCEET OR ANCHOR e 9 ° C. CONCRETE OR CONCRETE BLOCK CONCRETE BLOCK �' CONCRETE BLOCK REQUIRED. REGLRRED. REQUIRED. i � y 1/4• F- 7/Y 1/4 MAX 49 �60.�tR 0"9 IX6TIN�j .,.�._ r CLA GLASS N 0 I 1 IF IF I 1 T t' It It11 1 PANEL LENGTH p- • .._ _•_ __ SEE ELEVATION q p R•-SEPARA 1' Min. ION- j j 1 ]j ON SHEET 12) M D TD GLwss. 1 ° t• MAX G• PANEL LENGTH (SEE ELEVATION ON SHEET 12) ED• j v EGA i I • u yr �'- I ♦ a Vr oc oc 3/4 -4) f _ 1/4.0 TAPCON 1/4'0 TAPCON ANCHOR O 9. O.C. ANCHOR a 9. O.C. EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR -CONCRETE BLOCK REOUN EO.-t-CCONCCREETEE BLOCK REQUIRED. 0 REGULAR PANELSO 1jffT Ti PANEL WALL MOUNTINGS SCALE 3/8-1- SEE SHEETS 16 At 16 FOR ANCHORS AOlpl T7PE `1/4: HYPE 4, SPACING FOR INSTALLATIONS INTO INFO IIIIRR" NI9AMrNa (MALE) ] WOOD Flow BUMDBIOS UPO" ANCHOR SMCM2S AND WN6uu •rnRR _ 'C,-•1• DN INAI,C MA.1 -OHAw w OWJ 3 [OK DISTANCE APE NdGlm ON Tas SCHEDULE FOR ED. LESS LIMA lOrA/ED ON SCEDEE REDUCE ANCHOR SPACING 3 /AM OK 9NENBIE w RAmm N MLTRLYRNC SPACWC — ON SCHEDULE N THE FOLLOW= FACTORS. FOR T16 OPERATION TO K POSOOLEREDUCED SPACING AMID USING2 rACi011 5lMLL EA MISS /URN ,/2• OAt D I EACH ANCHOR TMC•O THS'ASCH SFORCHEDULE ANCHOR 7TK ON it6 SCEDAE �ATI Ou I ppSTM ) A Q _ ,/s'.-ri,• ♦♦ Si NRn r,{� - ♦'- tt AT fA ORAAT RQUIN Cl/55 11 immm DICK 1 -C 1 p 1 tl I ( I l' N 1 INAX N - I 1 1' p __-1' PANEL (SEE ELEVATION MAX LENGTH 1 6' PANEL LENGTH ItI (SEE ELEVATION Ip Mn. i ON SHEET 12) f.. _ _..I ON SHEET 12) ARASS. I II N TO GLASS. _-. ,. /,•, L/2 jam.. �, - _.4) E.D.• j j E.D.• j i f 2�opR]EF/Ap ot 40 12 I/4's TAPCON - 1/4.0 TAPCON ANCHOR a 9' O.C. ANCHOR a 0' O.C- EXLSTING POURED CONCRETE OR EXISTING POURED CONCRETE OR SLOON.Iiii 0 REGULAR '-CONCRETE BLOCK WWII PANELS -CONCRETE BLOCK REWIRED. SECTION R-28 O UFE SAFETY PANEL MINI/INN, WALL MOUNTINGS WALE 3/0-1' FLORIDA N N C Ns _ ` a) O Q O O !� im C- O (� O C O O ^0+ W IM O O -111 U_ INI � in .� V J a) 0' ice. E O ^> W /�'N�J O 0 Y^L E�� f -0 /�� .0 _1I Cn < CJ CZ11 a O L7 6.i 1,•�•-N-! .J�.• +% C N d t:3 M"J� .4f ++ '4 sC .a: W V1 �•' 7C ,AID, S9 yQ INSTALLATION DETAILS FOR UFE SAFETY PANEL CINSTALLATION DETAILS FOR UEE SAFETY PANEL (1) t� INSTALLATION DETAILS FOR LIFE SAFETY PANEL Ct� INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES 1/I-0 TAPCON�G�POt1RED 1/4.0 TAPCO _ POURED .` I :r - ANC110Ra 9' O.C. / CONCRETE BLOCK ANCHOR e 9 O.C. �TE OR - / __ - HF/HD[R HOOD HEADER wa00 MWADER I'1� .. HWADEit - OARED REQUIRED _ I' - 'I -I Ii .T g�0p0ppD �1 / i• r CONCRETE BLOCK `� IX/MD %� If'',-11EWIIED GUTTED - n� REQURED 'I• HEADER __ -SOD HFADVR RECLINING./ \ '/, 1/4'0 TAPCON �Fl 4'0 TAPCOM 1/4'0 TAPCW 1 4Y cn TAPCpV I� 1 \ )3iCNOR a 4. O.C. f ,' 1 M �i ! O 9' 0 L -� ANCHOR AS 9' O.C. I : �OR O 9' O.C. �4.6 IAPCON 1 1 4'6 TAPCON '' III / f' I - t I I 1 Ii1 - ANI>MOR o 9• o.E • 9- O.C. CD F U/2• 1/4. 1/2' i/A- 2 / ,II -I--- E.G. / j E.D.• / , `, - -_. -.--1 - 1/4' ,I. i,/ I ,_ `., '/2 'MAIL I 1/2' 1/4• I' I '/2• 'N jL.- ----. -- 1 i -X•, , 1. '/2• I ice'- ----_ -X jT• M :1 1 1 1 - - -- to, t z. • /Y lµ' MN. CU GIXlMa55- J 1._ wean- l--sEPNA •j---.�Mis�ian'r/(�]61• a 1 N i ,�]a,f R I 1 i I __ ,aF fIA' - 1 To cuss. [ aa6Fi 1 V �1 I O O ♦ oQi / f - A FA p 1 N ^ t u WOIn • N I N ') -SS Ran •/Tp 6 i 1 1 P ♦' r T - Q<la 1INR B I N N T/sk20.,• Q. _ _ - P' N I ,TINY-]D.,' . if 1 p,0y)P" I 1 1 ,O6IN Os r�7 ExISTki.a I Ex15RTtli„N - I san • N 1 ] Ex4nN�N ' 1 ■ u n " N I Ex,STiBOJ I ,/.•.-]o.f- 1 1 G1/55 n t I GLASS y _ / , E w o� IXMSTNI� n - • _____ IX� _ _ _ ..UAL F 65 Rn N 1f 1 G 1 I • - /- ( 0.WE , t MILL (X.ASS N t e 1 I ox�0af r�'1 °ems i i 1. A 6L Ex N 1 L� 1 7' MAX. 1 •l• MHR. LL .. ! 5 1 LB4nH OIG 7� 1 PANEL LENGTH , 6' PANEL LENGTH 11 N I 1• YAM, I I p 1 1' MAX.. tl I LAa1N 1TA11 7-a-1 _p tCL IN--- (SEE ELEVATION o I (SEE ELEVATION D _T _ _ - 1 'L• Y6r. y--.. _ _ I LL._ ._-- �-__ PANEL LENGTH 11 _. I. W. _. _.. 1._ _ PANEL LENGTH 1 . -._ N• .. _. .., i' MNIN. r.-:.:- N• H I N I 'l' MAX. 1' Man. I ON SHEET 12) _ - _ -_ ON SHEET 12) D 1 N I (SEE ELEVATION II 1 PANEL LENGTH s , (SEE ELEVATION 1 X _ "L MAX. IL ..-_ _ _ = i --1--- - PANEL LENGTH 1•-sEP N I ------ -- _]r=.. ;(SEE ELEVATION N T _ { -"- --=- - ----- (SEE ELEVA71M i -+- - - -- { p - 1 _._ - - (SEE ELEVATION 6 _ - - - -T1 - ELEVATION 1 AMTON 1 T l II PAIR LENGTH N I ON SHEET 12) 1 OM SHEET 12) I 1 ! PANEL LENGTH R 6'SEE E TO fpV55. HM_..- -- _�_ 6 -_ _ -_ 1 'OM SHEET 12) A I N I -i; ON SHEET 12) N .- __{ ) T-- JJJ ?L e _ 1 ON SHEET 12 =Yr - -- ON SHEET 12) - It i, Yln. _ _ R_:_ f .--'-T- _-SEPARATION - --✓' - -T--- I D I I PARATION - 1 /! 1 1 Mn. H _ N TO CLASS.III' uln. i u _ _ _. / 1 O L/2 IX,SItlNO j;f lJ - �P f.OL/2 I TO MASS. , O I!- a RI GusS. i G v2 � '•� EXaSt1AIO F'OUIRED L0.0 ' 6• 1- 6 w cuss ,' I2t", I/P ARATION- (1) 2 E(- - L_..-� J�- I6 J _ ' /. - I �] ,a6• M `� / I APAT,ON 1 - 6�-SEPARATION i e I ED V CONCRETECONC _ __�i ED. i .,. 0 _ I EO-_-1__. _.1 `V `L5 REQUI ED.ETE eLOC1O �i I a DC REQUIRED. CONCRETE SLALOM .>/ I 0MI 1 ] I 1 1 s 9 oc T e a Htc REQUIRED. �. I 'X -____. 1 _ .IEO. �- .t __ A _.-...1 EO , I/2•., ow 1��id N-ML Q \ \ _...-1-__--f EQ. - :I I EQ. - , II0.n • /-' F \ - - i I 1 - _ .. EO EO I OI 4 4 �4TE woo° e u A i n 6>!Sa, «]•sO1E0/,+p s L_ L - 7 4 0 TAPCON _ 1 s 0 TAPCON REQUIRED I' , 4 0 TAPCON 2'as' a 12 ,/2•D.[ 2X4' WOQQ I 2 .4' w000 i STAGGERED w/ STUD STAGGERED w/ STUD REWIRED PLATE - -• PLATE ANCHOR O 12 I/2. O.C. WALL unILUANTI (IIEYOMO) ( ANCHOR a 9. O.C. ANCHORW 6' D.C. , ANCHOR O 9. D.C. REQUI r .ITINY TAPCON REOUIftED '� , 1/4'0 PAXEMA7E PLUS QULREO t/4'A PHVNElA1ATE PLUS 17GfYuiJ/4au:]Iaa aMAlE �.415 ./ ' ST - _ -- J W °� ANVO T a 6• o.c _ -ANCHOR a 12 T/2' O.c. Y _ 1 ANCHOR O u I/Y o.c- i /4.0 PANAMA7E P(,{1Q_ _ r PUTE WOOD L _ ' h _ SEE SHEER 16 • I6 FOR ANCHDS TYK t SPACM FOR SCALE 3/6-1' -- ' -- - ' - R[GLARED - - . - - REQUIRED OSCILLATIONS NM WOOD F7ME RINDIas. : We" AND" SPApOS ILO MNNUM ffa DSTAN¢ I f r Cn ARE WICACD ON THE SCHEDULE. FOR E,D. LESS THAN , ' NDGTM OM SCIE U 111I ANCHOR SPACING In ■ — ca MUL1iLYM SPACING NIONi ON SCEDHLE N THE _ _ ����y��pea31�� 1 -�ew ` _ % f -- EL FOLLOWING FACTORS, FOR THIS D•OAIaN m K POSSIBLE - O UFE ETY 16W O LJFE S 17 DEL O REGULAR PANELS xMIAM SpAcom ONTAM USING FACTOR SMALL NOT K fou,I LESS THAN MNMUM SPACW INDICATED R EACH ANCIOR IIIIIIFpNr AH11HH11 •// TTPE ON INS SCHEDULSCHEDULEUPON�� JCE T/ i STALL MOUNTINGS r✓ W tp: ,/4: ;Ll✓ SCALE 3/0-1' IA. T"TILIj SCALE 3/6-1' SCALE 3/e-1• EN ✓,Q LU ANON9e M[ ANiiM99E Y P o. �; ' T% r1rw. ANCHOR worn MJ ] ] ,••••••••••• •• r FLORIDA BUILDING CODE Non NI h Velocity Hu Zone) �.: GENE FLORIDA BUILDING CODE Non NT h Wloc Nurrleans Zorn , 4416T FLORIDA BUILDING CODE (Non High Velocity Hu Done Zone •WNHNWoo a•-WR BA) ] ] e loom +area INC.r.P. cmn n,eca TIC r.r. IIQIE$ ; * * •20eo laTEm, Ix ri. 24 GAGE GALVANIZED STEEL STORM PANEL INIWN N: . 44167 24 GAGE GALVANIZED STEEL STORM PAEL OWN N a 24 GAGE GALVANIZED STEEL STORM PANEL NON sf, Q _ 1, INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN $ X %'a'•. STATE r-� : * 1. INSTALLATION ARE ONLY VA11D FOR MAX. A.S.O. •S STATE OF /.� _ ` Z AOLR BDK �Q 6T61 Pillm .=,9 .• : __ - „• el/v/]m6 PRESSURE RATINGS (p.s.l)) AND PANEL LENGTHS AS $ * * �y��.N - °F�/N0l0 DESIGN PRESSURE RATINGS (p.W.f) AND PA1NF1 sS O'• PLO _ - AM/m26 11/r N39 - 's�.e• °eoRro►• -,-- IL ECO INN:. GLOBAL PRDTECTKNi PRODUCTS, �'• oaE: PER ELEVATION ON SHEET 12. $•Q STATEOP° Lzi'-- IL ECOINC.GLOBAL 'N PRODUCTS. LLD• pAn Si ,C OR Yx IL ECO Erie.L PROTECTION PRODUCT51 LLC. PAN: .- - - -. -- - A 4000 LE s, SnETT 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 9'• 4soD E•. 6f 9n¢r ELEVATION ON SHEET 12. ry I ......... ] I%+'.- -_--- DAL,- _ - -- -- A'k' ( Et1 / `y'ILA�E-L> • COYPAIII OAANL FL. =14 f tr' • • ANAL LENGTHS AS PER 6 • • !1 4N00 Lr. N SnQi I LPN OVAL d o lrw e• Ir a,wrnoHAH• A aIN 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W SPECRic O.R' •. (OR10.••' T.HL'Z•<% 20-175ox l+.- ,3w m-Is . Nl , OMW m-w1 NHONNE (W641s•6-Isla FAc (W)sIW-on / u. ]w s. N. ar. ,WWIM rww n 3aN DNA. rt. a76u 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD F • • • • • • /� �- Z _..._ _ ANANRIIHAAA` .•.�. Orr.•.. �� r DMNFO b: DENSITY OF 0.55 OR EQUAL ,s( .--r Rrr�. 6RHRING NI: / ''A ORAL r : PwA N,-afs ti , aAN a-1OI P,HOrC (IeaMW-15N. rAc O6MNM-61W7 1 IM• a . ! Ww R- � a rr. WOL R AAN,YA DAa FL ]]]f • 20-175 �- DENSITY TO BE SOUTHERN PINE No 2. W SPECIFIC NIIN4111M ( w"`..: pNi �wl��ola 4n-Alm v,IOIE: (9N)r-76N. HALL (1HNXNNa)n Q rw-CM719 a-6asnro DENSITY OF 0.53 OR EQUAL w YNf9eMTN[/M1E Na/Q A T%llT Y., pL R. �N r Y - p_ MLI R A TINR h.. PL Y,1-HY ] t - - PE W I-,e lE A 7I1R A•., ►L m N PE SEAL/9WW.11W/WTE d-DOM71N �• "• 9xm 14 s /a 9NRT ,S p f0 Mt i I � WlR ,O N 1W /•J LL SHEET NO. SH 1.4 EZ1/18, EZI W/18 ANCHORS - .---- _ - - (SEE SECTION ¢V[ ¢ , a ALiERNATI1w ON SHEET ,a) -3• MBA.-Z. Z. Mo. MY, -�(sEE NOTE z) -ow/® -� (SEE NOTE 1114XI, S.M -.. • fACF{ (T� - �(� }/le•e ALVMINUM � - POP RNFt 1/2' 711�, OA1�PFA PAW L_ 5011 (END PANEL) T , r j _ i I- t --I- , OF .L, (INTERIOR PANEL) I (INTERIOR PANEL{ (INTERIOR PANEL) I i (END PANEL) SEE NDTES i. 3. 4 I I I I I i SEE NOTES 2, 3, 4 0, 1 PANEDNGTH _ 1 * _ i t i I- i t to .,- IC.D P..I �� i j, I i j I� I' I �•� i I_� � � � ' BOLTED PANELS W/ 1/N 20,1- I I! 5.5 BOLTS W/@ • EA OVERLAP 1 ! I ISEE SECTIONS AS APPLICABLE) 1 I 1 50s .. _. :...T .T.. 1 � T i ;-� 11 � 1'i I I I TTI 1 1 i TMAX � � JJ_LLJJ_LLJJILLJJ_LZ'JJILLJI�CLJJ111JJ_LLJJII;IJJ_LiJJ1__1 _ 1 0 -. 3• Ile. H. SEE NOTE 4 • 3• um. i' MIn. SEE \7 SEE t• M!n NOTE ] . ANCHORS NOTE 3 _ - _ (SEE SECTION E21 k uTERNATNE Q1w ON SHEET Ta) EZ1/18, EZi W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL(!) SYSTEM (t) .`\ SCALE: 3/32'=1" I/.- MO.. GAP SECTION A -A SCALE: 3/32'=1' atENGINEERING ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT September 15, 2020 Application Number. 17869.1 - R2 EX Project Number 20-31543 Product Manufacturer: All American Shutters and Glass Manufacturer Address: 1540 Donne Road West Patin Beach. FL 33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Ruts Chapter 81G20-3.DD5. FA.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to stow compliance with the Florida Building Code Seventh Ed1bon (2020) and is, for the purpose intended. at West equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or fevislors. Substantiating Data: • P�T�ALUATII EX drawing SM31543 titled'24ga Galvanized Steel Storm Panels (HVHZ & Non-FNHZ)', sheets 1-5, prepared by Engineering Express, signed & sealed by Frank Bennardo, P.E. Is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested In accordance with TAS 202 test standards per test report(s) SST-ASG-17 1 Sleckwater Testing, Inc. floc(() _pp by ng. Large missile impact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 test standards per test report(s) SOT-ASG-17-001 by Bleckwater Testing. Inc. • STRUCTURAL Ef40iNEERING CALCULATIONS Structural engineering colcu18tions have been prepared which evaluate the product !lased on comparative and/or rational anslyuls to queW the following design craena: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEAM NG INEE RANGE xPRE55. Cc IN ENGINEERINGEXPRESS.COM N •rS. l nn _nil I Ir - o �� I� S A din r I TN_ C C HSL - i• ? I.,r 4"F,T Y,Pr nu ST Yf%K XY- SI CP.L, * 'LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES : (1) DEFINMON OF SERIES 2000: E-Z HANG STORM PANEL SYSTEM CONSISTING Of PANEL + Cont. TRACKS TOP & BOTTOM. (21 END PANELS SHALL ALWT BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR (� SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3), IF END PANELS ARE CONNECTED '0 BOTTOM TRACK. CONNECTION 1/4.0 4' ' WIN SHALL CONSISTOF 20.3 M.S W 7 8•f.3 32 G NUT OR 1/4'0,3/4' Min THUMBSCREW INTO TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR MT FLANGES OF END PANEL. (4), IN CASE THAT END PANELS ARE N07 CONNECTED TO BOTTOM TRACK Ue, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF . PANEL$ TO BCTTOM TRACK IIAY OCCUR A? ANY PANEL LOUTgN. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m.p.h. IV ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and essential fadtlaes. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test report(s), and is accounted for in the engineering design of this product. WWnd Load Resistance This product has been designed to resist wind bads as indicated in the span schedula(s) on the respective Product Evaluation Document 9.e. engineering drawing). Installation This product shall be Installed in strict compliance with gs respective Product Evaluation Document (i.e. pr pi espectiv engneenng drawing), along with ell components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations B Conditions of Use: Use of this product shag be in strict accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shag be designed to resist all superimposed loads and shag be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-spedlic basis by a registered professional engineer. All components which are permanently installed shag be protected against corrosion, contamination, and other such damage at sit times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. Frank Bennafdo,PE ENGINEERING EXPRESS* #PE0046549;Cm .Auth 9885 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM @ ENG INEERINGEX►RESS. CON ENGINEERINGExPREss.COM a TZ a:. ar= x 7I ^ f dr H k mLiw;]rooa nouNT sEaloN i Y1VA3LL MWTn 9{TION E -der X vlrnw.r v,nN �F) 4�FJ PER S::FE[ULF n � - E:-T+U;':1. C1 A' • �'.• LEAF: i .rai•n : �� i• _ T Ito - ,. N1u1,1 .._.,.. n UPTONAL TOP/WTTOM CLOSURE DETAIL x am .rG ncA•hNc• t .) OWN+'. f w P� y B B L °W W (� H> C le W I ice u 3 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL CI) INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES _ E7t1571W, CO.T/Pf TAPCON CONCRETE BLOCK F ANCHOR • 12*O.C. REAUIRED. l' f 1/4'e TAPOON 114.1• HEX HEAD TFK WOOD KMEp .,'. �•.- its l' 11E)1 IIFM TUX '' -^ ANCHOR • 12' D.C.j� ^ SCREW •,�/4' FROM RECLAIMED I'I .-� e,3/t' FTEOM EDGE OF 1V I �`yL•y/l EDGE OF(6' / { I '�•� - -„ -- 9i aOLT5 wA5j I t nFA 0 I -. 1/2• I�e�/�Q R I 1/2' II T' Jr -SEPARATION - TO C1Au { 3AWMMW G1ASS "B POP =�-TO GLASS. 1 t iL1WWUY POP I RNET n _ _ T RQ wwDnawAr N � - _..... - ) PANEL LENGTH is f 1�'- -� - -.__.. -_ I PANEL LEMGiN * uf[ITSw � i i-- - 4`_-_ g R 1' Min. :-$EPARATIO/1 I j•^SEPARIMITION-- I-�J/4'I-20.2• SOx M t0 Gl/L55. i - O TO 1 THIAIBSCREW 50% p GLA55. Oi 1• 4'e-20.2• OF 'L' N I 1C UMBSCPEW ) 1 E.D 1/2, {� . .... 7 L - 1j4'a TAPCCN ANCHOR .,2. O.C, 1/4•0 TAPGON �% E[7c5T i' 2-.4' WOOD ANCHOR • 12' 0 C //FAXn�ICREiEPOURED OR PRI:OUMED ' CONCRETE BLACK -__- RECEIVED) ' WALL MOUNTING WALL MOUNTING SECTION EZi ALURNATPIE EZ1W SCALE 3/8-1" SCALE 3/8-1- pnN..NN. FLORIDA BUILDING CODE (Non High Velocity Hut icons Zone) ' * MIN. PANEL LENGTH = 0.441 = ozmo nLTEDO, NC. .,. 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SHALL BE 2'-6' * �• * •: 24 GAGE GALVANIZED STEEL STORY PANEL oWeN er PRESSURE RATING +/- 40.0 p.f.f. AND 6'-0' MAX �'-•' 'L ECO IMe. PANEL LENGTH. % •o' STATE OE' GLOBAL PROTECTION PRODUCTS, LLC. WOOD 90,i: f10Rt0T' '� 4e s, �T o a 2. FOR NEW WOOD FRAME CONSTRUCTION: , 2c7 TMJJT a EMBi1 iq CO.VAM a. -Z eroOa n y,E. OAYIt. FL ivt4 MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC (�' G 20-175 / A�.,A S10 .. • PDM 01-,MDR-. 0 I n1_,y, Iavre: lsa.)sro-Tw. rAx: ft6.)te►nn DENSITY OF 0.55 OR EQUAL Daeew NR �rt.nHIMMl G-ORO&71e ��' 1LME/MII w4r[R A nun r.. PE ,u m'd WRn ,e Or ,e Mt ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE 9P Ly 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ DESIGN PRESSURES: AS NOTED IN DESIGN DESIGN NOTES: L SCHEDULES �e WIDTH UNLIMITED POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PE0. (PERP. 70 PANE35PAN)� SEPARATE ENGINEERING IN ACCORDANCE WITH THE ( . GOVERNING CODE. PRESSURE REOVIREME 7 A D I �y 4wI TOP NKXIM (CORN 1609 OF D IN ACCORDANCE G CO E SHALL 7 AND CHAPTER y TYPE AS REQ'D) SECTIONS 1G09 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN CA EQQUAL TO THE POSITIVE OR NEGATIVE DESIGN OPTIONAL /.'-20 STITCH A iSE URE CAPACITY VALUES LISTED HEREIN FOR ANY BOLTS WITh WASHERED ASSEMBLY AS SHOWN, WINGNUTS FASTENED LID OVERLAPS 0 MIDSPAN (USE GENERAL NOTES: m w L� APPROPRIATE SPAN TABLE) 11ER(' S" 1, THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN '; OI t = ACCORDANCE WITH THE RNUIREMENTS OF THE FLORIDA BUILDING CODE 'tr O W PLAN VIEW SEVENTH EDITION (2020) FOR USE INSIDE AND OUTSIDE OF THE HVHZ, PER 1 'a 0 TAS 20L EDT AND D3TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE y a AND CONFOR14TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY u < iil r APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE (n i A9_ ADOITIONALSITE-SPECIFIC SEALEDENGINEERING. 2NO 33-I/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGNOFTHISSYSTEM. 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN T5 USED SHALL BE RESPONSIBLE LDFOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICHSHALL BE COORDINATED BY THE PERMITTING CONTRACTOR.1{ORDER TO DEVIATE FROM LOApS, DEPLECTTONS, OR SPANSCONTAINEDBOTTOM MDUNT HEREIN. CONTACTTHIS ENGINEER FDA ALTERNSA SPAN CALCULATIONS AS NAYeE REQUIRED(CIX.N 1D \ 5THESq"I" DETAILEDHEREINISG[MERLCANDOO[5HOTPRWID[REQINFORMATIONFOP ASPECIFICSITETHECONDIT10N5 DETAILED HEREIN, ALICENSEDENGINEEROR REGISTEREDMAYBEATARCHITECT SNNIPREPARE 9 SPKIFIC D°CUMENIS FM USE tN tt ey[ B. BOTTOM CONJUNCTION WOTI THIS DOCUMENT E q 6. DESIGN PRES5URE5 NDTED HEREIN ARE BASED ON MAXIMUM TESTED a ` ■ r 1 TYPICAL VERTICAL MOUNT ELEVATION PRESSURES DIVIDED BVA 1,5 SAFETY FACTOR. 7. ALL FASTENERS TO BE rr�TT OR GREATER SAE GRADES UNLESS NOTED g 3= 1 NT. S. ELEVATION OTHERWISE, FASTENERS SHALLB E CADMION-PLATED OR OTHERWISE ZL9, F CORROSION -RESISTANT MATE RIAL AND SHALL COMPLY WITH"SIVFICA71ONS f- FOR ALUMINUM STRUCTURES' SECTION 1.3 BY THE ALUMINUM A�OCIATION. Q Y{ INC.: R ANY APPLICABLE FEDERAL. STATE, AND/OR LOCAL CODES. TOP MOUNT e. ALL STORM PANELS SMALL BE 24GA STEEL. ta0.024'. "7 LTAX C - R. STORM PANELS SDCOATNKS WITH A.14t.0 l5TRUCTURAI UALITY cave TYPE Q STEEL. GRIT ALUMINUM MII[0 EXTRUSIONS SHALL A E605M M F -48.1 NISI. W AS RE 'D (SPAN ABOVE r Q ) STRUCTION) 10. ALL ALU MFIVM EXTRUSIONS SHALL BE 606}T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. Q JI. TOP B BOTTOM DETAILS SHO3VN MAY B[ INttgC HANGED AS FI[LO BOTTOM CONDITIONS DLCTATE. PANELS MAYBE MOUNTED VERTICALLY OR HORIIONTALLY AS APPLICABLE. WMT I2. CONCRETE ANCHORS NOTED HEREIN ALL CONCRETE EMBEDDED TO D o (CORN D MANUFACTURECONCRETEONLY. INSTALL ALL CONCRETE AMCH00.5 PE0. Q G AS ny�•p) MANUFACTURERS CONTRACTOR RECOMMENDATIONS. N O 19. THE CONTRACTOR L RESPONSIBLE O INSULATE E IROTECTALL rE, Bit MEMBERS FROM DISSIMILARD HERE TO TO DATES SELECTROLYSIS. ® S U 14. ENGINEER SEAL AFFIXED HERE A VALIDATES TOR, at. DESIGN AS -DESTRUCTION SHOWN ONLY USE E THIS SPECIFICATION EN N ER CONTRACTOR, PLL C ST EL y p y C (LOCATION MAY VARY) INDCMNI G L A SAVES HARMLESS TE F ENGINEER ING ALL COST B DANAGF.S W D{CLUDIHG LEGAL FEES a APPELLATE FEES RESULTING FROM MATERIAL > TOP MOUNT FABRICATION, SYSTEM ERECTION, &CONEY UCTION PRACTICES BEYOND THAT ■■ t 1 WHICH IS GLLCO FOR BY LOCAL, STATE, A FEDERAL CODES &FROM e !t 15 if I7 {CGNN TYPE oeVIATIOnS OF This PUN. AS REQ'D) L 1s. EXCEPTAS % AELY PROVIDED HEREIN, NO ADOf170NAL is, CG01 TIONE OR AFFIRMATIONS ARE INTENDED. 1fi ALTERATIONS. ADDIRONS, OR QTMER MARKINGS TOTNCS DDCUMENT p ARE NOT PERMITTECI AND MALIOATE THIS C[RTIFICATIOH Xe 1mAX ] 7. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL e BOTTOM MOUNT (LPN DER EVERY 3.a FEET. CONTAINING THE FOLLOWING INFORMATION' Y (SPAN BELOW C TYPE AS REQ'D) WESAMERICAN T PALM BEACH, SHUTTERS AND GLASS OBSTRUCTION) OPTIONAL 4 20 STITCH TAS 201. TAS 20Z e. TAS 203 PANELS MAY BE NOTCHED AS REQIJI0.ED, BOLTS WITH WASHEREp FLORIDA PRODUCT APPRWAL NUMBER .>p1'aanRww awNlzaFF PROVIDED THAT CONNECT]CPS AND WINGNUTS FASTENED 0 ZO-31543 ANCHORS ARE USED WHICH SATISFY OVERLAPS Q MI DSPAN (USE SPANS ABOVE a BELOW OBSTRUCTION, OVERLAPS PAN TABLEJ APPROPRIATE S VISIT E•CALC.10131613 $J� VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS Me � ] - 1 N.T.S. ELEVATION Lur!orwLrtANn,asortn•aclrcn ClLlll ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM �GLASS FACILITIES) (WHZ, WIND ZONE 4 a ESSENIIAEFACIL - MAXIMUM DESIGN ALLOWABLE INSTALLATIONS LESS INSTALLATIONS GREATER PRESSURE SPAN) tm 1 THAN M ABOVE GRADE THAN 30'ABOVE GRADE PST 1 ) / 30 13001 606 n 1 Ile - 35 - ]3004 - _- ,.__. -. _ 606'n Slit n I - 13001n_-_ 606in 2161n d / 5 1300 _• 606 216 / 50 1 30 O In 6 O6 7 16 /55 ]06.61n 608 n2.35 •/'6O 83.2 _ _ _ - 6.09 n �_ 2 53 / s9 a _ 6 1,2 n 612 Ir 2 901n IGN LOAD R 6 PANEL FASTENER SPACING TO SASTER 5 0 a TERMINI MAXIMUM ALLOWABLE STORM PANEL AN. SCHEDULE 15 ACCEPTABLE FOR USE WITH RIVE LOADS THAN OR AL TO S LESS E13u 'PANEL A ^uAE DESIGN LOADS. PANEL FASTENERS ARE STUDS USED IN INJUNCTION WITH ALL MOUNTING EXTRUSIONS '-TRACK, STUDDED ANGLE, ETC.). USE 6.25 ;. PANEL FASTENER SPACING TABLE VALUES POI .'H"- AND 'U' HEADERS (INCLUDING BUILD OU NDITIDNs GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN I MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT •H. He4AM 0• 0• P I 2r 24- 25- 2r 2r Or I 2r 23' 2C &Ad.A V M•.e•r 0' C cr I 2r 2r 2r 2Y x P I 2 r 23" 21F 2.4 a V H4ader 0' P 0' 23' 2r 25" 22• 2r (r x 2S 21F 7O Ssasw 2r 2r 2r IT' 30' 31• „' 2r 30• it* sr a/tlout•r T,..k 2r x 24' 3V 4T 5fT 21T' 4a' 24' 4C 90' i T,.a 2r 25" 26 3,' S0' W Bar ti0' 31' %' ' Bun W 7Y 2Y 2Y 11• 2B' 30' it. 2P 21 2r tP 3,' Direct Mount 2r x 2r 3T 48' 50• 29' 40' 24' 4r So' Sr 'U• Heeeu IF P 0' Zr 2r 25' 2Y N 0' 21r 2T 2e i� 'F' TrecN 2r 2r z r SD' 4r 5lT 2a' tr 2r 49' 30' Sr Slue Sal 2r Ir 2r 11' 30• 91' ti" Zr 70' f1' Sr 'C ,f4 7e• W 2W 3r Sr 55• 31" 2r 53' s7' Sit' ca+oinons ArAr�o a+ eonor���ouLa ien�i.TMs„ss ,n.ry „qsE noreo �n rAeLe neove Axf Iwr KCEPTABLf. 2 NO SFPAAATOh FROM GLASS IS N PANEL- t5 GREETER lvtAN -1l NCTEO FOa REWIRlD wNP AESPECT•VE „OLiN REQUIRED MA A(IDYE. SIDE CLOSURES Rr0u1RfD Fri 4l 0UILOOUt MOUNTS In TAKE ABO.F. WntRe SIDE ROSURES AAP NOT USED w eU1lD0 T MOUNTING CONDInp.S. REQUIRED SETA TS) 2i GL/SS SnAal EE PEP DETAIL i TABLE EP I.IES ro 6.. J2e. (WRH OR WRWUT STiCT, IIDLTS) AAp 2.R. PEN[L5 & 9yin WITH PAHEI iASTENERS O 12 S' OR 6 J5' O C. 5. PANELS MAY SPAN 3I- MInIMUM USING WR 111 OE THE DPnoNAL TGP OM 00 T'OM RDwREs PER OPINING (DER OETNL'. USING A)n F,D,FYTNG CONOITIDn SMDWN In THEIST OMWINC3 /,10PTIONALINTERIOR FASTENING DETAIL N.T.S. LAST PAN. INSTALLED S t T--2 P OM INTERIOR W 06p Q K ]0. 1' z s. sI0EwA1. (qLT Oa nACrvINf SCACw Trau K-o1A ,qLf ON IMSIM FAC ES+AR® w1.,GNU, Q N'10, 1MAONNE SCREW .•. rE iNGNVT • 11Y.- O C. eDT*oM nouNr 1e tc0nnecTs To +DUQNT E 0 � * � { � $���1 i o.rnusloN ANEL) fOTTpM NY I—TYRE AS RE091 E. ef4ND. i �t tl �il�v COMP PR 45 RAS D 1 o]I (IM ENSWE Arx'.g5 AT [BMRWIT.AwIir.MeBM `a rnvice° o�oa v�AAD�E qiR" �: <<oR 20-31543 WOOD n.Mlla; sP4oNe T.eLe. m e4cn 4N44PTO [GR@55 PA-) An01 M OPTIONAL EGRESS PANEL DETAIL •5 INTERIOR FASTENING /,j -_ TRN{X .Z;DO K DF4G q w t885 (-2.250"� D094. u. -h--0 050" 2.250' y, 3u uu k '-�2 250° 0.75D" z > ► LA} D.L. 0 S9r R z 625• 5, 0.135' o $ 18 GA $ 52 ffi 80.094" 0,094" $ 094" 'P �_ ,,,,�����DI{7777712D" TIP. TYP Z3 T t Ww I3$ I� -0.3 0.062" }� 062, .094" L.930' I.930" O.D62 0.062 .375" D62" 030" 2.000" -•� i o20" .zs0" --1 2.000° I- 2.000• %1-st. 1.180" V HEAOEA.510 3.3B06MAX,5•,0.776' 000435 D.375"Rppp,,2.500"PANEL (:OVEPAGF� yyL,,I 0�179° 655 0.19tL�I Ir0.6�5 0( Iyp" 0.655 D.350" t.007' 0�33 NW e�i 14.B75°PANEL LENG DS 0.545" 0�524.150" 02�� 0.050" Oauj 11 ' 1 i LL'-, {rr- V Cl u� T O ..., f ^ � MIREC�TIDfI 0 OBIS' U.25D" N T j� D.090" � �- -- 7 3DS TYP_ 'll•' TYP. 1.WQy.O.090'�rvrr.." 0.215R0.135 LA 0.700 E/1 O BURG-d)T -r IRACX „^E• TRA[r R.F. P_ 0,090"� C mAc w wlxmui 0.957" 999 CI A. r • wiT i ( 0.190"� Ir 65 Z a 10 ! 1 Q d -======wit=__ _ �FG N OTRCCTtgI 4 C J ir3.000'0.125' `� ReJERSED 3 � MGl � 5 "•-YL��: LL' Typ, LL{1�1��1JJJ••• { P{ Z n. c. aw . "r' ANOIE - iRI.IX (DIlEN0E07 - fr p 6 1A00" -u•: ci �I-v:c u"p ATCP. E2ol 1/3 G OVERLAP p•tH1.vE ' � � �' d' MAX. (\ CO0.Nar ERASURE DETAIL �25' MAX. T.. V 0.109 I IT MAX, MAX. a BUILD b NC T DISTANCE no OUT W d MENIN 1: ,%Nllxf Urn 1 � .., rTHP,, DXrnt.`. LOGO" J -. I. [..1L... EMBED 4 L■ipi 1.00G••. 1.n ..P '... f,r a. MIS11P rn.E®5 ��. OVERLAP 3820'ym - - A - MAX. �w 25" MAX. - � a ., N T19. 1MINL MIN. D.1 fde i 1 4" MAX. THIN I M]N. D sE r.. AL /�OOn3E0.G.O51AlE DETAI U fie. .H> _ '-•' ¢ '� U-EMBED ,.. s 1 ,• �rr- I S I 1E PMWNi CLOSUREDETALL n!T_.r D NTS C ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS O L2. 5' O.C. ONE JIM ® M MB wffi m ® In ®we,.f®f®®® mRpl OF/ Owl ft MM MOM NOTES: ANCHOR R N : C O S 1. ANCHOR SCHEDULE APPLIES 70 ALL PRODUCTS HEREIN,T Y CERTIFIED BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMU M ALLOWABLE SPANS AND PRESSURES INDICATED I D IN SPAN SCHEDULE SMALL APPLY. 2. ENTERANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, & ANCHOR TYPE. SELECT DE52GN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF fUNNKTION TYPE). 3. "PANEL FASTENERS" ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS ("F-TRACK, STUDDED ANGLE, ETC.I. USE 6.25.O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL 'T'- AND "U'-HEADERS (INCLUDING BUILDOUT CONDITIONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. HOLLOW BLACK HOST 5TRUCTURE 5HALL CONFORM TO A5TM C90 BLOCK. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, F011M, BRSCK, ANO OTHH2 WALL FI N[S APES. YJALL FINISHES SHALL BE LIMITED TD L/L" MAX OR SHALL fir YE0.1fIE0 BY DTHE0.5 TO 0.DEQUP.TELY TRANSFER L00.D5 TO HOST STRUCTURE. 0. CONCRETE ANLFIOR. NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. L0. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SM4LL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD (`/.' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE" G-0.55 OR GREATER DENSITY, LAG SCREW SHALL HAVE PHI LLIPS PAN HEAD OR HEX HEAD, 1 L. REMOVABLE ANCHORS ARE. DEWALT PANELMATE, ALL -POINTS SOI1D-SET B BRASS BUSHING 12 MACHRNE SCREWS SHALL HAVE I/2- MINIMUM ENGAGEMENT OF TREADS INTO THE BASE ANOIOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U. NO 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES, 14. 1111111 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. L5. * DIRECT MOUNTING CONDITIONS. 16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LI5TED ON THIS SHEET, 9 -C= _ CO O O U O a)Q C O C C6 U -0.� CD (2)(2) tf O cu (n O O Q O W CC 0 O � LL O .� -a O Z Z W J CV Cw4 C4 > LW (� V W CD U 3 [ O 7 c CC Gu c" LZ x X = u_ CID O H (J) N ,- C,. t C Co � L C Q �a ED V CnfJ C_ -+--a U) 0 L_ CL CL Q T U 0 CL CC W W G Q Z Z Q SHEET NO. SH 1.5 f1bl�,- s�yat bN7y Be,,ul� l� lb DR