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HomeMy WebLinkAbout6581 Back Forty Lpohm o'2S N Q v J i m N LO J I N M N 0 V fN 3 Q N N 8 `o �i i 5 d t� N s a rM 0 n r0 A d 0 W x v AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DWorD.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin, Fir. Finished Floor DATE 08-20-15 12-08-15 01-04-18 ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. FooU Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int Interior K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or 0. E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. ReturrAir Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rind. Round RO or R.O. Rough Opening RS, R/S, RISH or R&S Rod and Shelf Sc Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O. P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V. L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer IN/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW, HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS VERSION DESCRIPTION 1.0 2.0 3.0 08-23-19 3.1 12-19-20 4.0 11-29-21 5.0 NEW BASE PLAN FRAME —WALK REVISIONS 2017 FBC UPDATES ENG. REVIEW FOR 150—C MPH FBC 2020 CODE UPDATE ADDED ELEV KLM PER C.M. REV. 06.23.22 I = EE 1!4 INI 4% 1F;Z19M 2889 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7.1 FLOOR/ROOF FRAMING PLAN 7.2 ROOF FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS D2 DETAILS & SECTIONS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SHIA 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 F13CR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N N O of 'p Y W t G� O 1 cc C_%M N C u" tZ � o � N 0 fV t a.= d as ? E d�wQ � � 3 m d C= 1O ri. ` E � � J a. 0 N GV z -A fs/s �. i, ...j°•. Ch vrx• UJ iq l 7S0 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. 11- E � N V co CnNO� M Ok v Q C U. LL W LL �tLo LU Z re�rn IL _ o 9 0 W �pjO' m IL�. Z � Cn N Z d < X 0 0 U V) W �C3 V® CD� z 0 z Q J U) N z �• ou O o REV v 0 o �w M O E zo �o r� zd�' a oLL a U O4o wo U ❑U Z�E O U U �4 on 7 m J "0 aw 3 A0Xz U W`� rS J M a� llo 0_ I� 1w N V 0 `o = > ' O �a N I..L Lco o, ITO CL 0 0 0 Y _0 CN MY W rn � /^� L O Y co c04 h 0-) OOI .0 m Lid 00 N N Q oo n T LO aicor_ M = (a LO o Z c 0 E T d y cc a U Q pre JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. C S 0 F_? J A J TYP @2 S3 S6 STORY VERIFY METER LOCATION WITH BUILDER �. � H.B. TP �r---------, Fo R&S b VERIFY LOCATION ______ F I I I I I CO = O``' O I I I W• I, C, I W N ELECTRICAL PANEL TYP GARAGE K I I L„ c7 w SURROUND ,5 I ,- „ I m I 8 g FLAT CLG. I 2' 0 BUILDER TO PROVIDE 6" I OPENI I S4 ( I G I I __CARPET 7tBATH APPLIANCE PROTECTION I I w 14'-9" 3' 4" 2868 3'-4"TB I T-7" I WHEN REQUIRED PER FBC 21' 4" I -- - I I� OWNE IS SUITE '�Ir - I - 0 2 CAR GARAGE I ¢ 1 1 IO 8'-8" LAT CLG. O, � I 8'-8" FLAT CLG. AFF IIto IC RPET 2068 B.F. 8'-8" ac 2668 I I I I I to q LINEN TILE tL (3) 2X4 #2 SPF GG I 5 SH o o W/ DTT2Z @ S3 1 w I I Iz - I O O I I IJ io I I l T 0 0o r N 16" DEEP BASE J o i TYP @ 2 STORY - R&S PTL W PLUMBING LINE °' K I 1 I I I I I I I I J 1 FLR. G.T.SECOND T S6 F1 OR O U. HANSON BOX I I I o PDW � @ 36" A.F.F. '� U DRYER VENT „ +42 SLOPING I I I I CD $ F CLG.G Q HALF WALL I I I 1 0 ILE Q PT. D-T_HRU_W_ALL 10 - - - ® I I I I- C7 i 0 LAU N. I 9 __ Ill N T NOTE: FINISHEID 8' 8" FLAT CLG. I 8 _ I 12 - - - EDGE OF SLAB 2" I I I WALLS TO BE LUSH. I I _J Ar- TILE _ - - WIEL 7----- 1113 BEYOND WALL IVERIFY INFIELD. I I I� 1' 4' SH 5 g 14 ------ - --- O rn N D2: 5 - -- ---- 5 T D (3) 2x4 #2 SPF S3 _ 868 2868 2 G r 16 rF w/DTTZ AT BASE iv o - 71 -Alm Fo�ELG I 1= HM PATIO I FLR. G.T. s'-t3" FLAT CLG. IM -cv o I 16-4�„ I 4,_0„ 5, 8" T-4" T-114" TILE 2-67 4 cD (n _ I O 02 I IN Q (3) 2X8 #2 SPF WI 0 w 21 ' LOW WALL OR �iN 6'6� t. I ENTRY LO WI DTT2Z BASE oo C Z I 0z RAINING PER SPEC. 8'-8" FLAT CLG. AFF m HD RATT4" FA I LY R M ( ; i KITC H E so I I ¢ NOTE: FINISHED WALL FLR. G.T. N 4'-0" g 8" FLAT CLG. CARPET CAFE 8'-8" FLAT CLG. op c� _J I i o 8'-8" FLAT°CLG. I I I TILE I AH W I O TO BE FLUSH. VERIFY I FIELD. I 60 CARPET `o 11 o ■ ('� Z O FLEX ' I 60 1 i 1 - 8'-8" FLAT CLG. I - I `4 N1 1 11 D.W. 5 H 16" DEEP CARPET I I PANTRY I L- 10 1 a L U)1 6T O o N _ _ u I N IW r 26,_ - I 11'-6Z" 4 6' r- 12,-44„ 10 ILU `r AC PAD AC PADLL 1 in 24 24 24 -------------- OPT. REF. F�- 2468 24 (n 5-SH 16" DEEP 1 10 10 c ILL 0 � I0 Iw R------ H.B. 25-SH A OA J TYP @ 2 STORY S3 S6 22'-3" L 33'-9" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Cali Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 } S.H. 13 20 X 38 J 18 } X 37 i S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 1H3 271/4X381 26x371 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 1 H5 271 X 63 26 X 621 /2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 J S.H. 33 54 X 381 52 } X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 } 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. FIRST FLOOR PLAN - ELEV-B1 SCALE: Y4"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED- EXPOSURE "C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 QF +26.6 / -33.5 GO SEE SN SHEET H� SEEN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-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 1113111 FIRST FLOOR LIVING 1793 SECOND FLOOR LIVING 1109 LIVING TOTAL 2902 GARAGE 437 ENTRY 13 TOTAL AREA 3352 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 / LIVING) R-11/R-13 KRAFT FACED N cm l+O o � W 49 t d N H G W C1 �o 3= 4vY o. 4y y w .� E C X 3 3 �d4v� ' M 0 � E ii tr tv cv U r . _. C;n To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential nth Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. QCollpO N d O b y r C M 4C N O qy LL q C7 -- J W UJ _ cq U_ . 0. a v OC t?0 04 0 MZ a *ILC, 9 U5 _ W ❑� z tJ 1 a CD s 4- � N U 04�, ® � t I U c Q Y 0 N 114 � o U_ 0 v ~ Q u 00 cj VVq "ate dz U;,C <o �zd m2 pa Z magio<w sz ?> � O az W " O T J o Na ,_ w` 5 �0 M y ¢ uu�� U 1 c 0 Lin W LO rn .-.LO co O 0 1 TM U) .2 O N,^ W m L + O 0 ILL. Oi I _!1c t0 co 0-) 00 m o LO N Q aoLO n T i✓ (�• o cc Z E T m w? `m c a o U .� v Q 0 JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. 1.1 v m J :r 0 NI m 00 N c9 �r- 0 J c a N N 0 c. E x 0 c J N N 0 N N PZ H V01% cR i I I I I 1 ----------------------------------------------- SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP o MP34 CLIP TO FLOOR SYSTEM OR z LANDING FRAMING o (2) 2x HDR. z g REQ'D @ END OF W LANDING FOR 0 STRINGERS TO CONNECT TO 2' PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) 0 co 00 GENERAL_ LANDING FRAMING INFO. SCALE: N.T.S. V-0" MAX LANDING LENGTH TYP @ 2 STORY 3 EXT. WALL TO BE 3 BB J D2 2x4 #2 SPF @ 16" D2 25- EGRESS H S6 O.C. U.N.O. D2 ti I I I I u: 1�o I I tri 00 cLN I tr ac i cD 0 N I 12'-4" ao 2'-4' 2'.4" 12'-6" Y r T I I 22 BEDRO M 2 4SH12"DEEP °� B IDROOM 3 8'-0" FLAT CLG. LINEN 8'-0" FLAT CLG. CARPET N 2468 B.F. CARPET T-4„ I M 5'-0„ 4'-2„ co T-4„ 1 8'-8„ 2668 2668 I OOFG R&S `^N FIB RGLASSCO �h� O 1' r------------ I W.I.C. co SUR OUND a-/ ocmEH I 18'-0" FLAT CLG. - 10----- 2" I I CARPET 9 op a- 2 ---- 1112 2668 c 00 o 7 - - - - - ...- 113 "T N N 6- N `� 4 to TIP I 5 - s- -- TB 2468 r-= %rr77't 'I 1 ��"/tj co I BED OOM 4 T-0" FLAT CLG. 5 4 1 -- -- BA I �/-WI aI gARPET D2 - 3 _ 8'4'F TC- I I/ \I -IN 2 °° +42" HALF WALL I o o I dLL O � I �I 4'4" T-4" 5'-10" T-10" 12'-0" ROOF G.T. - ' LOFT' ;. 8'-0" FLAT CL A 601 CARPET N 22 6 O H2 D2 1 I I I I I � I tri rn Ico= �I (0 I 0 00 BE TC11ARPET OOM 5 FLAT CLG. I I -11" s J D2 S6 TYP @ 2 STORY 16�- 15� � / -j / L 137 12 14 12 / 117 2x8 #2 SYP JOISTS @ LANDING " PLYWOOD @ J / @ 16" O.C. w/ SIMPSON A35 CLIP LANDING 10 / OR LUS26 HANGER TO LEDGER. U / 2x12 HDR. w/ (3) 2x STUDS AT Z 9 / EA. END FOR BEARING 8 STANDARD (3) 2X12 U STRINGERS W/ SIMPSON A35 CLIP TO FLOOR SYSTEM uJ 2X8 LEDGER #2 SYP w/ 7 (3) 16d NAILS TO STUD 6 1x RISERS (TYP.)' @ 16" O.C. CONT. �� 5 HANDRAIL rn 4 E1 TYP @D2 CORNERS U.N.O. O 1-4 TYP @2 STORY J S6 (n Cox 3 2 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. 1 STAIR SECTION SCALE: 1 /2"=1'-0" T ITN CONT. HANDRAIL RETURN TO_ WALL DETAIL. SCALE NTS STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ V 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. Handralls: 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. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C, I-ZI-V 10-1-20 c.AB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'4" 2x4 SYP #2 16" O.C. *>>9'-0" SPF #2 2x6 SYP #2 1 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH **WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38J 184X37J S.H. 14 20 X 501 18 J X 50 S.M. 15 20 X 63 18 4 X 62 } S.H. 16 20 X 72 18 } X 71 4 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1143 271/4X38J 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } 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 501 52 } X 50 S.H. 35 54 X 63 52 J X 62 i S.H. 36 54 X 72 52 4 X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-B1 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 B +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT, @ 8'-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 1793 SECOND FLOOR LIVING 1109 LIVING TOTAL 2902 GARAGE 437 ENTRY 13 TOTAL AREA 3352 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 / LIVING) R-11/R-13 KRAFT FACED N N C 0 z O W 2so u cn cm y O , C N '2 +�+ 24 31: W W Y m at W > os w = °C 3 cv a)s a o ra CS: N (A c E ro c a � `o s C.)O `- L -z ` 0'�.SYa 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 g E $ N I8 �� :.i 04 I 0 N J �,, W �S �M$� u N a o a �-rii a C� �U-Z C O O WILILZ o�L' �gZo co m W Z 0 o QQ J o W 4Z Z N M V H O L) ❑❑❑ Z W c� < v J - Z M (7 c/-> 0 W V) mid cw co Q � d E o ow a OL ro 6 UC ZIt coo ro � C zz w m0 m y2 aw W 3 w� ado �o CS r-� w4 �ro zl o U > 0 c 121) Lid CC '^ �.► / m �^ Q 0 F- 'CC co = C� O O O Y r^ � V) c J W m LO ''-J LL Y O) O co M 00 m o Li) 00 N Q T o0 N r-" E Lr) � CD CV)o z m Z T N E 0 v a3 c a. JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. 1.2 -- 50 s Q n O MIRROR O. BATH VARIES, 2" LESS THAN CABINETS BELOW MIRROR OF 00 s 4 n 4 7F O M KITCHEN ISLAND L�J NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 0alp LO 0 MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD o Z � 24" TOWEL BAR TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. Ir Q TOILET TOWEL BAR a ON BATHROOM WALL MEDICINE � _ SHWR. CABINET 00 I _ VALVES _ = o TOILET CO SOAP n PAPER C° o DISH � U y. I HOLDER l p t= p ~ � U_ :L � 0 � 1 O � (V � C CV) LT th MM M� N B . FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS /LAUNDRY 1011117 ,Ill 'LLI I 11j_1jLL1 1 1111 KITCHEN KITCHEN co 4 00CV Q INTERIOR ELEVATIONS SCALE: 1/2"=1'-0" 42" H UPPER CABINETS � 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT � BRACKET 36" H BASE O FINISHED CABINETS- 0 COUNTER TOP-----, 30" H BASE �a = } to M M FIN. FLR. � SHELVING 0 00 r` l LO a O 2x ,It 00 FRAMING CO 1 /2" GYP BOARD — CABINETS - 1'-2" �bN o 0 N N CV FIN. FLR. 101 iLE PLATES ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" LL 04 C) < 0 04 L ZOf 2 D z 0 E Lla Ilk S 01 LO LO LO CL co CL 2 LO LO E .o w o o c ip L, e•a •'c�k j �Cwo =a N � ~ .,C d N a, yc a c o � a (i — Q >a To a, y ,y a G E- fO o CL u 0 V C� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) O a 8 0 N a CNO � r N O yt LL Qj M? - I� C J LL W J '� � V SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS R DING ILS SC(1-4) .._. — _1 Zo on 2nd FIN. FLR_ T.O.M. HDR HGT- — — — — _ F20 F1 `r TEXTURED CEMENTITIOUS FINISH ON C.M.U. SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS E4 SPECIFICATIONS 9 iC) NEE 0 JENNE WN i ...T...T. ` 25 SH 25 SH `- FLASHING ------------------------------------- -- --------------------- r r_1'-0,1 THE SEALED STEM -IEETS SC(1-4) �1" x 12" SMOOTH TEXTURED _ _TRIM / BAND -- ---- --- F1 ------Uri-----------------------I-------- L _]7 r 3068 16070 OVERHEAD DOOR FRONT ELEVATION — B1. SHINGLE OR TILE ROOF PER 12 12 COMMUNITY SPECS -INSTALLED 5� �5 PER MANUFACTURERS SPECIFICATIONS T.O.P. HDR F t1 r-0ir REFER TO THE SEALED CLADDING_ 9*VtPlbETAILS N C(1-4) ON FRAME — FLASHING -----------I --------------------- L--------------- 1-H-------2nd FIN.FLR., ------------------ ---..-_-_---------------...-.-------- — CJ / WEEP -----------I --�— ---------------------------------------------------------------------------------------------------------- 10 T.O.M. HDRHGT. F20 F1 ti ---------------------------------------------------------------------------------------------------------------��--------FIN FLR LEFT ELEVATION — 61 : 1/4"=1' rIW co N NOTE: • W = 1/2 OPENING DIM. • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1 r-7rr NDOW IT H REV. 09.24.21 N O N Cn 0 Z G W u a C o c co V C14 fl O] cL.6a CA �o N a> a c n, m d �o c E � o cti w w �j�a �illlrl/17 jff /�l� •l`�, o `\\�P•r�NS •• iG `J ;- IAj •••• F L 0��SS10N���� /ill l l 1 I I I I' life'\, To the best of the Engineers knowledge, information and belief, the structural plans and spec ficatiors contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E N N 0 ari rn ti q M ycN+�v # � Q JLLLL LL W a °0) EL Z- c m o 1&1 0 or) Of ILZCAP � Mz a J (V Q p Z O U CO W ❑❑ z � z J - N a--+ LU O g t/1 in-- U � w z z � �t ._ • 00 < Ln N s III n z _ LL a C I_ Q t�V a o E U Fi Z® ❑a ICIO r0 20 0o ro � n � Q Zero ? F- `0 M <r M0 po z(3) `i=ho ¢w �z W 2r 0 d ZIQ V S C LO = LO LO L O rn TO .-•-. CIDT O O Y T U) 0 CV W m LO T- O O d7l O N 00 .Q m O LO N Q 04 oo r— LO 4i E 4� CO Lf) G Z Z 'yn E T RC tl U J Q 0 JOB NO : 23-06141 SCALE : AS NOTED SHEET NO. 3.1 I ig C Ir ; 4 I. ti ti 8'-0" RIDGE VENT 12 - - -.___ _..._ ___ _ —.-L,- y , 12 5� _ T _ - _�5 - - - - - - - - - - - - REFER TO THE SEALE1516NB19MG SYSTEI' bWAL�N SHEET§4 CJ CJ = 25 SH FLASHING 2nd FIN. FLR. _ _ _ _ _ — -----------------------------------------------------�— T.O.M. EXTENDED OVERHANG TO BE CENTERED ON DOOR 25 SH SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ---------T.O.P. — EXTERIOR PLASTER ON FRAME 2ndFIN. FLR. ---------- T.O.M. ------------------- 1'-0" FIN FLR REAR ELEVATION — 61 SCALE: 1 /4"=1'-0" - - -A, r11- -r1/_1t'" _� _/�..IT _ - - - - - - - - - - 19 ------ —--- ---- — .------- ---..----------------- CJ / WEEP — — — — — — - - ----------------------------------------------------------------------- --------------•-------------------------1-�-- I----------- 0 TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) ___% 31Siyj INFLR--------II------------------------------------------------------------------------------------------------------------+----------------- RIGHT ELEVATION — B1 : 1 /4"=1'-0" REV. 09.24,21 •�� Won.. V � /ifJfllJI1111��111���` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 M 9. N v cli i2 di CIO 1, M C) �2S Q C J LL w Z JLLLL 3t a T t L Y 0 W �C "' M Z Q J ZN OU y W z z � z Q Q h - N V 'u n g 8W V, N �y � N r Q O M ry E E O 2 b O ZZZ > ry Q E U w z U 2 0 wo z �aoa U U uj t ro O ¢ zaw v z�j (mob Z W a�C �O �I0 t O p 6 L0 ' ^ m F - L �' O O O p � J m LC) LL O _c O p �) (0 C-4 Np 0)00 m Lei NQ 00 n r E 41 (O = O Z E r d oc m c 0- JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. 3.2 3 v x rY m N tL0 V) ± O N 5 IY m LO 3 Q J 2" *NOTE: VARIES 1'-10" 1' CAP = CAP fV N FOAM TO BE USED 1" RADIUS c 2" 1. ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" ¢IN r` N 1/2" RADIUS 3 1/2" RADIUS 4 V-54" 3/4" RADIUSa "A 1• 1. BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES AV N EDGE OF ih 1' OPENING = VARIES N 4 2j" VARIES 1'-4" c� 111" 2 VARIES 1„ V 1 1/2" RADIUS lT 4" �'-4 �' A!" 2 1/2" RADIUS 34' i" filrJ' =111L c V, MLID � VARIES 112" •-IN 41 11„ 3Z„ 1" 1" 1" BASE to CO N BASE .SIN 3"' 2' Mla 1 1„ .-- �.. 4. 1 �-p" O �M 4 c N *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES a 1'-6" �" is " cla io DETAIL TO BE 2' 2" BUILT W/ STUCCO. 24 EDGE OF OPENING � 6 � , ,�- 0 1-1/2" THICK 1-1/2" THICK 4„ 101, 24" c 10" 6" e N c �a N C7 a" ' zN 6" to � -- --- 1-1/2" THICK 24' - - -- 5 2,-4 1. 5" 52 - 54„ 1'-4" ' 3 J io c 1. 1 VARIES VARIES 2 - N Q ^C� VARIES VARIES 4" 8 32 - 00 - r--------- N 1 N 1 I Qh �, A `-� 6" 4" N (V KEYSTONE F11 b = r OPTIONAL KEYSTONE F11 OPTIONAL I c 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4'" NOTE: • INSTALL OVER STONE, TYP. VARIES man • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 11" 1'-6�" 1 �" 1 �" 2 -1 1'-4" 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4 4" 1'-1"" 3'-8" 7"I N 1 4" 3'-0" 10" l'-4" 101, 4" o - -- iv io - r ZD ` CN v CN o0 12MIA 1" N� _ - GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N 2 W CD b m k ro o `v N f0 ti! C Y ai C t W a EE . °i WCL) a d ix ro o G O EO. Cf N 6 LO 0 To the best of the Engineer's knowledge, information and belief, the structural plans and speclficabons 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. l W g o 0 C" o CD co ur _ � u �z J Q eNM 0 S LL u W M JLL LL 52 a W o v*� W W Nm o rR�T m J Z LL 200 N Q Z rV OU 00 L Z M;'r� W ❑ ❑ Z N M a - N N M � V CD 1'C+ U 0 w C � � yet Uj J aft,i6*> L _ 0 U r` M V W O i U- C C �g W o Z i k o E U i =® oa Co � � �¢ o °a a Z CD t i 8 �W a � K >y 0 o Orc z � m J e Q b i n 8 8 Z U a WT m "" o wwMill V 2I¢¢ i a� �_ U 7r 0 `o = 12 LO LO LO 0 rn m Q cm o O W m LO 0 ILL ICY) p M 00 m o L0 00 CV Q 00 n T LO �{ CD LO z z E r y o c a. E U v ¢ O c JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. F 1 v+ c iE m 04 N L0 c� S J N x m 00 04 K0 B cY .r 0 M L0 to e H a N N FL E C� E c iu i a 0 J LZ to 0 to 0- to O to 0 0 (R ELECTRICAL SPECIFICATION 150AI2 PANEL L CINDOOR CENTER NOTES: 0 #14 to lights a outlets NEMA t 11 012 to appliances and GFI ELECTRICAL CONTRACTOR 1 ,P10 #10 to WH MUST VERIFY WITH THE 0 #8 to Range SPECIFICATIONS FOR THE TYPE 00 #6 to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. n 50=2/0 200 4/0 In 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER Y WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL fl f F 1 CODES AND THE LOCAL POWER/UTILITY COMPANY. 1. Electncal outlet heights as measured from finished oor to center Ilne o the box to be. 16 AF (genera ). 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 Rom the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FfF 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 14 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 EXHAUST FAN/LIGHT COMBINATION ® 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) ITNA 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _11111111 DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM 15-0" VERIFY METER LOCATION WITH BUILDER H.B. ENTRY LIGHT AS PER SPECS SENTRY 2' iI � I III I I >1 3h. 21 ice\ v t- \ I � \ PLUMBING RISER '111 SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FIRST FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" N N C" 2 7 a Uj 1 o _W ol;CZ n tt d cm C cc U C9 L m X N O Q ✓ N R7 3 = -W �c C 3 3 � o u w Cm S. OC .� A N C `O o C L C.t M tV 0 N i 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g c5 V O M N J 'OD # LL LL o Z0 C13a Cc z S C o Z �o rig ono 1t' W W 'a N tD m W Q IL 00 w Z Z (0 F- od E100 W z $ Z � J N to Z v v .v 0 N c „ �N f� - ~ CA t� U C_ • C� o C w J L P >� =o � a a E CJ oW z zp ❑ a t ry G — U W K U p O CJD fp 2 F 4 g z U 2 7 t ca 3 co w� m� C � O �m ZLL Z 3 —t a az WC/5 g g� 4 �z w ' 3 r w� �° o7 � Z¢TUi 0 C IQ i > Lo LO LO rn Q cD CL — j �p C:)C Cr Y m m o LO 0 ILL O U M C:)ca O 00 04 LO N Q oo oo N � T ai to CD LM 0 tC C f/1 LO Z Z E T E ui M m a U '0 Q p JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. 4.1 f 9i ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150AI200A INDOOR PANEL CENTER #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC 150=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND SERVICE BY POWER CO. INTERSYSTEM Isconnect 4 Bare Cu Ground BONDING p4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 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 �IQG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Fktbv 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 r-------------------------------- ----------------------- I I I I I I I I I I I-o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE j LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE I O I EXHAUST FAN I I ;Qt EXHAUST FAN/LIGHT COMBINATION I I ® ELECTRIC DOOR OPERATOR (OPTIONAL) I CH CHIMES (OPTIONAL) j �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOORBELLL------------------------------------------------------- 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 ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (✓ J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SECOND FLOOR ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" N N C" 0 W � = ro V M 'O co +. = a ia- ro o oa =s .= tv 3 IF .,— c 4 v "" 'Cr 3 3 ra � or, ? D C ro c 06 u M N 0 N 1 r� 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 Engineers signature and seal. H W a v EE p co 8 p di Wy raLon� J N'V zs A LL C -j LL W LL ,n Z r� LL aas a 19 � m Z ILW rc' MZ d NLL O U v W C0 M U z L n c� V I I- u, z M CZ � -J LL N OW $ C N ,L L � ! v 0 o cd Cl) M a w j J l.L N ¢ w o a aE Co <> Z an 5 `n. c Q1 x mt M I Z m J w m N 8� N <�Z� 21 e_ W �LL o 0t� 2 4 V 0 O 121) >Lo L ai LO M Q 0 CL L- F- N' coqt C O 0Q r.�y� W Q JN� co m O LLB + J 4-# O /'!1 00 m LO 00 CV Q N oo n ui d' ( ` t1i o Z M E T y v, `m c c a E U v ui q p c JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. 4.2 m M 2 CV u7 rn in O 0 0 �Jp O N x m 2 CV N s ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge 1/300 Rule Off -Ridge (No Upper' Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. R6q.) (Ft.) ATTIC SPACE SQ. IN. of SQ. FT. Total SQ. SQ.T ventilation of vented IN. of vented required soffit ventilation soffit needed required needed - - Total Ventilation Provided SQ. IN. of by Upper ventilation to SQ. IN. of SQ. IN. of Ventilators be provided Ventilation Ventilation (See Elev) by upper ventilators Main 0.0 0.0 Floor 4 4 1 2 0 1 0.0 0.0 0.0 (Zone 1) Upper 4.0 2.0 Floor 1080 1037 148 518 37 259 336.0 (Zone 2) 60.0 20.0 276.0 0.0 Upper Floor 1172 1125 161 563 40 281 300.0 300.0 0.0 (Zone 3) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZONE-1 ATTIC SPACE 4 SQ. FT. ROOF PLAN - ELEV-Bl SCALE: %4'=1'-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 SO. 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 ci r= o F •a d > w O t O U do O C /0 C- M N co LA_ N C I.L 4 M o 3= dY d a> a.= 6 � to W a c m N 4� d ""�i:� t1itYYi At ~r �+x fit✓ ..,....•b .r rt _ fit• e 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. p Q gj 8 N p of 0 ' ie 00 r M dl y C7 % LL C L M tLLLI d = m r-< o v CIL0 p N S X W��OjO' m w zLO co N Z O U 0 co W ❑❑ z� zi::- N b1 v W �_ Q O --J Lt, L"-U- N ZD �ro C_) c E ® w $ r _ C-_ MID CO r M M � 2 J l.!-. E y 2 0 o aN E U � rp �0 2 ❑a ti� E a E z Z ca It a g _ C -� C j�] � i' (yJ i`'i m0 � 1- ziN z � J ti ) Z <� gZ 20 W V> ? m i K O N r W v x O C O Lo LO eii�W/` Of � co Q Cr CD g O T C N,^ m m 0 Y / O _11d O� I co 04 0) 00 00 d LO N rl- Q 00 ^ T LO E �}• CO ` v iri LO 6 Z E E r`o C a U J Q O JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. 5 m 00 N Cr N Zi 0 M i Cr m a ,Sp 6 0 I N N O LO L0 chi c Qr.._ N N i� CD J LZ N N n 5i 0 a N N ai t� 0 1►fflji V-8" L 5'-58-5" L 6-6S' L 6•-0" A TYP @ 1 S3 STORY 2'-6" x Z-6" x 1'-0" VERIFY METER W/ (3) #5's E.W. J TYP @ 2 LOCATION WITH S6 STORY BUILDER 15'-0" f H.B. q ■ ■ ■ ■ ■ ■ .................. ■ ■ ■ ■ ■ ZD LLL I o } j 0 I :: W H ELECTRICAL PANEL (2) #5 REBAR4nilVERTICALS I (: w/ i FILLED CELL 0.-0.,1 1 _ : ■ 15-71 6-32' : I21'-22" 2 STORY I _ I I : 00 C? i o K r ib 15'-6j" 4'_5j" GG _ CJ o I CJ o :: S3 I: I • I CJ00 Ij 04 i!? I 1 TYP @ 1 STORY I 1 _ — -- — O iv OPT. --3 I 0o A } 1 W 1L 1/2" SLOPE S3 : 'n j { _ PLUMBING LINE I • I N } 1 : TO SECOND 1 I - I INDICATES FILLED CELL w/ 3000 PSI FLOOR �CONC. GROUT FROM FT. TO BEAM W/ j } OPT. D I i �/ 00 (1) #5 REBAR VERT ABOVE SLAB TYP I I (2) #5 REBAR I @ ALL PLACES SHOWN HOOKED FTG. :: I G I W/O UPLIFT VERTICALS w/ in CD - DOWELS 5" EMBED W! 25" EXT. S3 I : ; CC FILLED CELL _ ABOVE SLAB "GRADE 40 STEEL" S3 2'-6" x 2'-6" x 1'-0" S3 I W/ (3) #5's E.W. r-- I PROVIDE Y2" x 9 Y L 1 27'-24" I T-71" RECESS FOR FRT. DOOR I 19'-22' Z-6" S3 S3 q N �_4„ 2'-6" x 2'-6" x V-0" W/ #5's E.W. I �-�� = 4 17 io in I M (3) S3 10'-42' 2'-3a' T-4" 1 9'-98'- SLOPE E1/8":1'-0" - — KITCHEN ISLAND LOW PROVIDEIY2'RECESS WALLS C------------- ------ �` TOP OF CONC./ PAVER TO BE 4" ; ■ _. �. BELOW FIN. FLR. �- - ■ : ( FOR SGD. REFER TO I — _ N c0 CHASE TO - ■ : MASON'S SLOPE FOR 1 I a ISLAND — — _ WIDTH — _ — o o — — _ — —_ — _ CJ I Q — — — — _C J—CJ4-0 STUB UP TO — ■ 2ND FLOOR FOR A/C iv —`1 — z-— -- — 1 O I — — — — TJ- - -4 — — — — — — — 7 I — — — — ��Irl —� ' . ...... . I ■ _-- _ — 11 D.W. 1 it ..... ■ = HVAC CHASE — —_ I BASED ON —� C_JL —� } } N 0'-0,1 I r II LOCATION — 3-1/2" MIN 3000 PSI CONC. SLAB FOR — - - HERNANDO COUNTY ONLYA. �! — _ — ;— — ;— r — — I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 I .c :. . ■ MIL VISQUEEN VAPOR BARRIER ; I -- ---------' � ...... ■...................� ........... .. _■. : :. :...M I ...... :...........:...........■ H.B. q TYP @ 1 S3 STORY '-11" 1. 2'-221" 1_ 2'-5z" 1_ 4'-6" L 4'-8" L T-10" L Z-6" x 2'-6" x 1'- W/ (3) #5's E.W 4'-5" 4'-0" 1-STORY 2-STORY RM1.1 J TYP @ 2 S6 STORY FOUNDATION PLAN — ELEV-131 SCALE: Y4'=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 uj WUj co a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 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 cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N N � W o o c ep V c•� ti m x Li- ct = rmN d Y of d o $ cc fy Q 3 ` �.d w� n, = c y q -Q � E .r° o [y 61 V b F <.: o �f �rtTiftt't;ca;;���� 1 • ` 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 7lh Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N�10, Iwo a 8 6 o C t- co Lo V N 0 N O LL aj LLLL LL u a40 13 ZWH 2 ,W I _ Z LO Cl) N Z K L L N OU y = W ❑ ❑ Z Z no R —I d N E3 -- N U) N � U o a-8 ,., M 0 ", . N c v):::) amp L1J J t U c Q � 0 sr o w LL R O Z V 1� fQ wo R� ��o� ou zE co @ f— �i g wz to C v C o y � 00 z z m J N ca > Z <Z t!j Zgzu W �3 o w r LL 0 o w bM z o�TS 0 0 i �U-) LO '^ rn �\LO L, F— —.1 co 0 0 U) N �yr•� T IUD T Q O 4_j LL01) 0 M 0 0-)0 00 o LO 00 N Q oo T-- 6 M CO � 7 L Cn o Z Z / E T y a? m c a v U c JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. 6 i m N v c� S J a M m 2 N S 0 I N 1 0 0 ts c� N N a N 0 g a 01 L� N N n ci 0 d N N N tq STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d % CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END- 8d NAILS @ 24" O.C. TO BLOCKING STRUCTURAL SHEATHING SEE PLAN `rTRUSS BRIG. CONNECTOR AT EACH TRUSS, SEE PAN LINTEL SEE PLAN CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 11'-0" ENGINEERED CLADDING W NDFPRESSURES AND SUCTIONS DESIGN MEAN ROOFOHE GHT:5 5 ftND RSH WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 .49.57 -49.57 -49.57 t GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (24/6) or'X32" EXP. 1 02/16) TILE: '-2" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 YY8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'z/32", SHEATHING SHALL BE FASTENED " WITH ASTM F1667 RSRS-03 10d (2Yz" 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. cY) to AO(2) S3 o (2) (2S6) TYP @ 2 STORY ✓> U U U / FT1 GE CJ1 CJ3 7 :. D1 CJ5 22 D1 LL LL FTF7 Co3 (2) X FTF10 / \ 5 LU / \ / \ D2 ``W� 00 V LL LL ' D.2 FT8G W El (2) X C3 d �Cb W (2 X 22 r. D1 7 : CO3 W D1 CJ5 o I a Al a- a- •- ,� U- LL FTF1 FTF1 � I— ILL J a " CJ3 04 CJ1 " FT1 GE J IYY(a)LJIVMY S6 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 1 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 518" ANCH. / (26)10dx1-1/2" HTT5 5795 5l8" ANCH. /(26)10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8 - 10d P HUS26 1320/3235 "" 1335/2820 "" 20 - 16d x 3 112" 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 MTS 12 990 860 14 -10d x 1 1/2" MTW 12 1195 1005 14-10d x 1-1 /2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR 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 (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/ (3) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 1 10 - 10d SPT22 735 8 - 10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-1Od x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (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 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" N N Cq 1 c w a� a ,C 1y V M N to C�4 �a to -p N co Y N d W c m o c 3 3 is a � f° o 4 u w t�i?.QtF��iir'iG •1a 'IV C✓- � O '. 0r c� w `r �.••e'•�LO v To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a v E N Im Lo N 0 rn No? b R '40 r-- Q JLL C J zSz LL ,n 13 J lL 0- W a "l" Y t6 c @N� W 3 2 T m L IL is . w LO Cl) Z J ZOU N W ❑❑ 0 cD 2 v Z N � Z Z ti LL +-, Q) 0 w N C-- ul u • r. Q Q N oa M z os r E wp y=s z® Qcc a E U wo z na H 10 x� su zE r0°z �a wz N wo a n" � C � Q 2F z � 3 2U N O a� 0 Y Z Z U W 3 88 oa z o wa '° r v za 0§ a O 2 = U) OC In LO Q M •_.•cor— O j 0 p U) _' N �Y W }� O 0 LL- Y T O rnI ca M 00 m O Ln N Q oo -- T Lfi d N 4� 7It CO LO o Z Z E T— to N `m C � tl E U 0 'a � C JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. 7.1 RSHROENGINEERED W NDFPRESSURES AND SUUCTIONIS FOR MEAN ROOFOHEIGHT 5T25 ftND OF ALLOWABLE 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 a=oft [4:12]-[12:12] !AREA 10 ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 1 1 -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: Y16" EXP. 1 (24116) or1Y32" EXP. 1 (32/16) TILE: 1Y32" EXP. 1 e2/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. In, In% v x 01 m 28 cV L0 0 J C amp N ts J O rh N 8 01 --0-' I 3 H N N 0 F-� h N O S C ti O J N LI.. N N 0 a N N n li In 0 �i t I a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" 187511)PLY A (2) (2)META12 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 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 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) 10dx1-112" 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) 114" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 l/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** — 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 31/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 1 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (3 ) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 1 605 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY **" DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 WI 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (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) 20 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 54' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Fq (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 ROOF FRAMING PLAN — ELEV-131 SCALE: %4'=1'-0" N N CVV 0 1Z a ca a o N = IL LL W C,c � Q 3 3 io ar om a VJ CL --I c � � o z v ' �� ,• r�... \mil a r1 M To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W �E O 8 t� "I 0 FAa N 8 y CO co 'o 91 0 di Nr-�_0 2 � O * LL 13 (M C J CCLu J LL V- W d rn c �n O i W � @g; �I rrn O Z m J ,°Oo cv Z d Z CIS OU W ❑❑ c) Z N coo 0 Z m co 4 v C_ � r LA M W U 0 � � 00 V) V) w Ly N .0 W N — E g r ! d z Co Q • -o N sm r` z s J 0 L ¢ o zs Q O za I. M �� U �d0z wo U Zol= c0 M a? t z w`z w rn. c �dno z ms o p z U W 1 m � 1 z M v ili p C 0 O Le ,^ L , f1/ L.L. L / c co .�\ O 0 0 Y j m m O LO \� ¢ }� O IL -lid o rn I M M a) 00 .s� 00 o 1110 N¢ 00 11.0 ci m (0 = Ln o Z Z E c c a E U .J 6 Qv c JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. 7.2 imp 00 N l0 L0 .f• J 0 I N m N J 0 I N I/M N O C 19 LO L X at tz N N S O CL th O n 0 d N N LO 11.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �1 .O Safe vertical load Safe horizontal load _ I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, L01TS Is 0 0 1 1: 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F32113/1T FORM dt GROUT SOLID q 0 /5 BAR CONT. 8F12-1 B/1 T 0 Y' LINTEL DETAIL SCALE 2 N.T.S. RMEM F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT v' MATERIALS cTf pre��ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT TOP IN. (1) REQ'D d ♦ -1/2n CLEAR e ° ♦ G .M.U. ♦° ° ° ♦ G GROUT ♦ 5 REBAR AT • BOTTOM OF LINTEL CAVIT OTTOM REINFORCING 7-518"ACTUAL PROVIDED IN 'NOMINAL WIDTH LINTEL (VARIES) 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) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP - MIN. (1) REQ'D 1-1/2" CLEAR J = SQ C.M.I r W OV0rnJ O (Lru U �<0 QLLO�u�N 1��� 5REBARATE AS INDICATED 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 manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 4'-6" LL E ) MIN. T-4" LL CE 6'-6" LL E, >'--10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" N H � _o j C ai ,D s 0 c,i on. n p eo y e"s N rd W 0 Q b _W N °i a, Y d 4� d of = m cr u _ Q io cu i o.d a+.a 61 C 47, Uj .�, ,p '•, • (G �°r/•�TO �9SI01A����'ti 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 stiuclural engineering portions of the drawing pages bearing Engineers signature and seal. W E S o C d 4% QO r- 'o m Y <n NO V Q .6- 1 L, LC _j Z =� a �[ 0 L'�_ r0 NCy 0 W , ZO 0 m w Cl) IL 2 d k IL ZN < OU U o W ❑❑ Z N f7 Z � g J a- 13 N U) o U la)1 �_ Q U 0 w o ry 04 �V) tn CA U w r- - E m 8 = L'010 U Y 0 C m z C�J J LA_ E E O h a s c � Z a a U w LL i Z a wa l= g 8 E z coo ¢� C� j ¢ o O V m 0 ott Z F zC: m J tint o� aw nZ0. W �� '' LL�z Sao �' r o �a ao � o- °O = Lo OC In LO Q c� co r Y Icy CD0 CD TCN C m Y/ 0 Y M N p) °° LO oho CN N Q 00 j r E410 V L Z m Z N E T_ c [L U _j O JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. 8 M v m 00 N L0 J I N i m 12 N LD c� J N N 0 i LO cn c 3 •c N N S 0 ayi x i a c� CD N N 9 6 a N N n LO S d in x a 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. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4, GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t 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 N 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 51TMS 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 THE GUARDRAIL OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF E GU 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-1-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 1 Y2" 4" MODULES OF CONCRETE TYPE MIN. 28 DAY DESIGN (fc) ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4,3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9, ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162", 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems includingg all risers and spray heads shall not be installed wi hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backflll is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1 ei - C ncrete onyerpo and mortar along the foundation perimeter must be removed before exterior so�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, Indudmglandscaping and irrigation. Any sorildisturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services", 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE; THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 4" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ti N � W U N y C 4 . a � N i a C a' r m c a� w i iE U `�� •4� Ca ✓ ~ L r' �fcrccst tt 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. to a 't N co 8 U G f (n r a Z N O p ,y Nth- J =J u W �LLu o - a Y C t W NCP m Z J � Mz d Z N U W y ❑❑ �r coo u� N ch z < J - MM v �N +j sn O LUN to un , (� w - r $ I C) o m rw m V • Q _ M �Y w Z E U �b N Q p E 11 09 20 z® oa v o °a x� Ko �w '- c ° S Z m J < w` sZ g0 W 3 a3 $o� ° o d �LL =� J M v d O- C O � = LO LO Imo cc a ^,, i CL O o O T c OCN W / Co LO O LL C3� C:)ca CV)07 N Q oo T In ci :� LO Z m z Em N a 0 � v ¢ o c JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND —MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES 6" O.C. VERT BETWEEN MAX— 1 { 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 WALL SHEATHING REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 0 0 5'-0" STUB -OUT FOR 1'-0" o ° GAS METER 0 o � U O fV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH —IN GAS TO RIGHT (ALWAYS) — 12" OFF —CENTER • ROUGH —IN ELECTRIC TO LEFT (ALWAYS) — 12" OFF —CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING A r FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22)10d w _ NAILS TYP. GIRDER TRUSS Cr _1= CONT. #5 CONT. #5 STD. 90° - - - BAR r 2X TOP PLATE BAR —� I HOOK - 1 �I rr - - -- #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM V BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN �� PLYWOOD FLOOR SEE PLAN FOR REQ'D �'�SHEATHING PER PLAN COLUMN AND CONNECTIONr' TJI TO BE CUT TO ALLOW '1T' ,•1'1 T FORBLOCKING/TJI MASONRY WALL OR ' INTERIOR BRG. WALL TJI PER PLAN / OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. BCI®Joist Backer Block + Filler Block Thickness Filler blocking } 1/8" min. Small a 2" min. Series Thickness + / 2" max. gap 4" max. 1/8" gap / _ Web Stiffener Fastener Schedule 3/4" or 7/8" r ; Joist Bearing Location 5000s 1.8/1.7 wood panels Two 3/4' wood panels or 2 x _ / / j r Cl Series Depth Encl Inter / / f BCI 5000s® 111-7/8" 2.8d 2-8d 1-1/8" or two 1/2" r ` 2-8d 6000s 1.8/1.7 2 x ^ + 5/8" or 3/4 wood panel ( - 14 2 8d L 3-8d 1-1/8 or two 1/2" when '� � BCI 6000s® 11-7/8 , -2-8d �$�d wood panels4 Clinch nails - r --�9-1/2" 2-8d 2-8d wood panels possible 3 8d - --- p p BCI 6500s 14" 2-8d 5 8d 6500s 1.8/1.7 2 x _ + 5/8" or 3/4" wood anal sslble \ ! 1-1/8' or two 1/2" 1) Support back of web during nailing to prevent damage to 16"2-8d 6-8d - 11-7/8 2-8d 3-8d web -flange connection. O --- 60 2.0 wood panels 2 x _ + 5/8' or 3/4" wood panel g - - BCI 60s � 14 2-8d p 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. \ 11-7/ " 3-16d 3-i6d - _ - 90 2.0 2 x _lumber Double 2 x lumber 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d-_5,-16d 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 16" 6-16d 6-16d 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BLOCKING dsPANEL, ffINTERIORabearing wall Boise Joist Blocking BEARING : _ Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Load bearing walls when load bearing - for lateral support when joists Vertical load transfer =1900 plf max along load bearing wall. C meet over wall, or wall stacks directly over wall or Load bearing wall must stack :� " * over squash=20 blocks and beam below Load bearing wall must stack over Non -stacking walls * " `y' I blocking and wall or beam below.* require additional wall or beam below. \` a• •S ; consideration. Check Joist C - i When joists meet over wall, provide local building 1 3/4"minimum bearing for each. I Joist can be offset code for appropriate g up to 3" to avoid details in One 10d boxy vertical plumbing areas=20 of high or=20 sinker S, J �lateral load. nail each side3" max r at bearing, r JOISTS OFFSET N.T.S. / Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block 10dnails SECTION INT. BRG. WALL require additional consideration. (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges �7 -77-71-700 A 1 2' ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6 611 CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" �i.���,.�.,,���.�.:.t :�.f+� ." .�-.�'a.�i.C:'O��w x���.- :4 - .°.e'� �'h'.L.f�.l•.A:.� � � � r u NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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. Joist hanger 5/8"0 THRU BOLT I.0 SIMPS( w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL O Backer block (12" wide min.) . ,111-111-111-111— Nail with 10-10d nails. •.•.Install tight to top flange. i SLEEVE THRU STEM SEE PLAN FOR •• a • • yl ` FOUNDATION INFO ' \ 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 7A "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 l �r�i • ✓ 0.6 X Joist e �/ depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN =III— A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. - LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" - REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION d 4\1j a • e 4 tl .=rr _ — °. ril-11T— • • 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE tl SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4- a PVC OR SCH40 SLEEVE /r— PLUMBING LINE a e • tl.e d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE etl 4. • / dtl L tl e d tl e/ d SEE FND. PLN. SIZE & REINF. C N � W C� C m x C N t.L a. 1 y � N C �aC .2 lV c c io 3 3 CU u � y ar ro Q c E aC3 0 t7�'"liS'�IlrP, t� FL,O¢�' 0FCaSIW4 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 N N 0 ems+ J a IL a Y c� Z a 0 � z -grn o 0 m o oC odo o N Co W m C� adz Z V. -16 coW w N M Z W H 0 0 ❑❑❑ W z � o z a cc z0 �N V 0 w $ N c Y �N ® U w J � Ld U c N o z cn � ERo �o z �E o, �z VJ ` �a �w mp 11 z� J �' a ° W 0 o �w =� N� = u� J Q � M W OF 0 c 0 �� LO ' ^ rn m r� O 0 p Y (n N C0 L0 CD -0 co M 00 .0 m CD LO CN 00 N T ai T tD M o Z z E r u) � D cc a E 0 w ¢ o JOB NO : 23-06141 SCALE : AS NOTED SHEET NO. SN 1 707 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 „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR / GYP. aM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE BLETYPROOM GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.G. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT �� 10'-0" (R302.11) @16 O.C. W/ (2) 16d TOENAILS T & B - - --- -- --_ __-- - - --- SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. ___- ==_-_- --- - ------ -- - - - - -- 3/8 MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. °� EDGES, AND @ 12" O.C. @FIELD O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & _ c SLAB � BLOCK SIMILAR AT FOUNDATION ONLY „ ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 - `= � ----" -- - = .- „„ „ IMPSON SP1 w/ (10) 10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ � 2 x3/16 PLATE WASHER (TYP.) IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH � __ _ ELEV. 0'-0.1 ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION 2020 RESIDENTIAL ( ) MOISTURE BARRIERO.C.0 A.F.F. 0 5!8"x 10 WEDGE ANCHOR 2�� x6W1.4xW1.4 INCLUDE THE WALL 2� 6x6W1.4xW1.4 ' ° e SHINGLE ROOF, SHINGLES TO e @24"0 C') WWF OR FIBERMESH ATTACHMENTS CHMEN S WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM -� -� I I p .° �, I I I � 1 c I - I=� I —� ° —) I I ELEV. 4-3 1/2 ? p 31/2" MIN. 31/2" MIN. 12 D3161-CLASS F, IN e I _ - - 2x4 CONT. A.F.F. `L e r -� 1/2"(min.)-4" e. 1/2"(min.)-4" :(T:yP•) VARIES ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING *T II r— - I I I o N - ° 1T P • — r 00 ,. —lt 31/2"(min. - 4" : v e o0 .*= rr. 31/2"(min.) - 4" -z CODE 7TH EDITION (2020) GARAGE DEPTH VARIES - - I RESIDENTIAL 8„ - INSULATION LE ROOF SHEATHING -SEE _ N TYPICAL INTERIOR BEARING4 (2) #5 CONT. „ '� ' , ' ;,'- 1-4 8 (2) #5 CONT. m� _q 811 ` FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB"`*� N. TYPICAL BEARING WALL STEP MI SHEARWALL C U.N.O. I TYPICAL BEARING WALL @ STEPrcC _ ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE c°N c�N�°�5 BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA ase c��`��� GYP, TYPE @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs.��E ABOVE W/DRYWALL SCREWS @ 7" O.C. EE STRUCTURAL �� 2x S.P.F. STUDS @ 16 O.C. NAILED W/ 8d COMMON NAILS @ 4" O/C �� �� BOUNDARIES, 6 O/C EDGES, AND 12 O/C FIELD. � CEILING & 8" O.C. WALLS SOFFIT SHEET SS LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY M\ N, o s G°N�\N 2x BLOCKING HORIZONTALLY@ KNOCK-OUT N 8"x8"X16" KNOCK -OUT ` INSULATION PER BLOCK W/ CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /� INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR c., G/S3 FOR ANCHOR #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) „ „ BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 518"DIA. EXPANSION BOLT @24 " TYPES MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 wl (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W! 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL "SIMPSON SP1 (6)1 /4"x31 /4" TAPCONS 6 x 6 W1.4 x W1,4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR #, I FINISH w/ (10)10d NAILS T SPACED EVENLY 2x P.T, PLATE FIBERMESH WEEP SCREED INSTALLED J BAR ¢ o BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N _ END OF 2" x PLATE WWF OR FIBERMESH �, E 1x2 PT WD FURRING @ 24" O.C. TYP. ASSUMED FINISHED GRADE ci - ° ° PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE v 40 MIN. Fy= 40ksi o ° - e p. . e °' 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL z ° ° FINISH GRADE 00 I P [GRADE 25"MIN. LAP [30 MIN. LA) 60 MIN. Fy= 60ksi] a =T m D —� �T o — CELLS (SEE FOOTING MONO SHOWN - - p w - _ ° . e IlI,�� FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY z ° e 6 MIL VAPOR BARRIER „-f-� I e ° = T - - 5 REINFORCING BAR R 1 718" - 1x4 P.T. BASE NAILER 4 x4 INSPECTION 2 • =1 I I -I #5 LAP SPLICE (2) #5 CONT.,�,II 31/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL N .- ° e . COMP. SOIL. (COMPACTED TO - - - F - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS „ (TYP.) g 1141, g FILLED CELL TYPICAL W/ UPLIFT ONLY o PROCTOR ASTM _ 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER N AT GARAGE CONTRACTOR D155MODIFIED rr� ) q„ 1, q„ rsr #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. cuRB�uE�os OR POUR #6LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND � FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G W1.4XW1.4 WWF OR FIBERMESH DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3!4"=1'-0" S3 6 SLAB INFORMATION. SLAB INFORMATION. ep y K,v e ZRIES I g 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VA 6 x 6 W1.4 x W1.4 -° ° ;0 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH 6 MIL VAPOR ° = z - min.) 4" x 10d NAILS TO TRUSSAT FOR TRUSS a • BARRIER I N p p a 'v GRADE 24" O.C.MAX. % SEE PLAN FOR CONNECTION INFO • • COMP. SOIL. r- ° a0 I; TOP OF BEAM4 & LAYOUT DESIGN a - COMPACTED TO 95% ( I- PROCTOR - - ° - - _ � OPT. "!1#5��REE�B�A��TRT/ NNCLOSURE SEE ROOF PLAN C — — — ° eeMODIFIED = D1557) - -I I� O�S�FRE '' 2 HTS20 ()ASTM •- � r,-r rrr m �3" MIN. CLR. - BOEAM SIZEC&URAL CONNECTION INFO r, - ' d+ (2) #5 REBAR CONT. 1'4' (1 STORY) ON 3" CHAIRS TYP. „ 1'-$" 2 STORY)MIN. U.N.O. 4 ( STD. 90 HOOK (SEE DETAIL) 4 2x4 P.T. I I I - PLATE 2x4 #2 SYP P.T. FRAMING w/ . — —_—_— — - SEE A/S3/J/S6 g„ rL MIN 7/16" O.S.B. SHEATHING TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE °.3.B. ATTACHED PER NAILING FOR REINF. INFO. oz OPTION #1 SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0.1 S3 F ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION j J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. W COLUMN SIZE AND BASE 2 1/2" FROM SLAB o CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 0'-01, CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY BLOCK WALL BEYOND EXPANSION JOINT __•_J • . ' ` . • : ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. -' 4. ' 4' 31/2" .... . SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE w/ 1/4'x3 TAPCONS AT 8" " O.C. q MASONRY WALL AND PAD FOOTING CONCRETE SLAB 14' O.H.D. RECESS 13" O.H.D. RECESS E �. � �• GARAGE ATTACHMENTS & 18/D1 PAVERS � z M T CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. E TO FOUNDATION PAD r ' " '' • ' " " • '� °' STAGGERED, FROM BOTTOM INSULATION PER CHART z0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' • M '' PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN _ I !� '. (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT ¢ ¢ > > wl MIN. (2) #5 VERTICALS O0 ? GRADE - - +:'•� 4" °P - ° •.• : I oo TENSION 120#) CONCRETE SLAB E FILLED SOLID (SEE PLAN FOR ;:: - r ;. 7 .q r- 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) UJI 0 • +.:• .. ,' +... •. c m r - - '' WWF OR FIBERMESH M N BRICK PAVERS or SLAB PER p a w LEI p p `n = U • • • • Z I r N 1= -' - °' L` = SEE AIS3 OR JlS6 - _ • ' SEE A/S3 OR J/S6 -I� Trr� . ._ ° > 6 MIL VAPOR - BARRIER _ l _� - - T 0'-0" FIN. FLR. COMMUNITY SPECS FOOTING v BEYOND FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE -� �'! -� _ • ••,, PAD REINFORCEMENT . 1 (1 STOR ) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) „ 1-4 (1 ST RY) �� �III� � _,..•. ••.,• . " .:. 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" (2 STOR) V-8" (2 ST RY) 4" 4" • ~ SEE CONC. PAD NFION FOOTING WIDTH • �, SEE SCHEDULE GARAGE DOOR SLAB RECESS J•1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGKCD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE:3/4"m r-o° SCALE: N.T.S. S"3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. N N � a � o w � o. � cmu n� c �,9 -M G7 K in C�4 +v CL cr u � •a '3 3 ro y O. 17 a`, u C , - jo, ^gyp•"••,.....••'' o C) 'A (Ff `f�`ff{it€iQltEttil��� 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. r» LU dgo m, 8 N . 6 u.9 � CLo80j 0 �n°p� Z a N N v w LL Q C J u- W In -9 u_ U. G. a 0 OC �NQ W rR r- Q' m Z u) M Z d G IL 0 (N� z U 6 W W ❑❑ M � N 8 ((QQGSj Z 0— - N I.� v ' 8 O .0 1 , T LU E •U ccc ' c c� Q OD � �0 o J w CC, cll> M gg OS z E V �o zd� w r6 CO4D a� S Z Ez Z ti � C C ao -2 q Y mo oLL z a zo W �o M. yx x �� w� mo 2� L O > LO LOm L17 co 'Q co F- co it C O o �/A, p 5G rO N T' v / 'Q O 0) rnl co M O m N U ) O0O CV Q o j r LO E LO o Z z 7 y E t— N � ccE a U Q p _ JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. S3 (MONO) ter. 3 00 2 N LO 0 d- J :1- 0 r•n i m 00 00 Lo C 0 O I N M 0 ts 21 Cn S d N O 0 N c i 0 0 J 0 Li N N 1; 0 0 a N N n LO 8 (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN - 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE - 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM - DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM PLATE 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 VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL�, 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +*+ . +', STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 41L L�� SIMPSON SPi 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.Q. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL Ko"F SCALE: N.T.S. S4 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED • IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE , 1'; SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL WALL CLEAN —OUT q SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. 54 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT I ' • •• . 1 � • • ' ' _ •- • ��� ■■III 'III --- IIIM� � i lii�■ ��_ ■III IN IIII� IiII III■ NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. t� 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 G SCALE: N.T.S. S WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J r LU r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE GARAGE DOOR �8x8x16 C.M.U. GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 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.) lC SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a IARAGE 'OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 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 INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OO OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( )LU O/C FIELD z a 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD, 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP //� 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 /, / NAILS TOTAL) EA. SIDE OF �if&,,SPLICE STAGGERED \ �10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (41 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR - ADDITIONAL DETAILS SIMPSON SPi SIMPSON SIMPSON SP4 SP4 LLI TELS SIMPSON SP4 —i SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING •-10d NAILS @ 6" STAGGERED io I 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) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. 2&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. t & NUT ROOF TRUSS ABOVE r 2X BLOCKING I I 2X8 P.T. BOTTOM 5/8"00" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PI ATE) SIMPSON C SP4 " 2X8 P.T. BOTTOM D PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4- O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. _ N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--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 rR REV. 06.24.22 SCALE: N.T.S. 54 N N C 0 a ti 2 yW 0 CjM cc U � m N H C 6L- CL � o N a a•� a as Ufa ie 3 3 i a a " } a CD m co �. y G 15 � E OLn. � o` rill ' A�f , �,. Vic; ',•,.�, CN LU vu •• -,. - • + 4- ^'" �� ` ` by � Q �. � •S a 1 0 f���'dfffi'E!t"ttll�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. _ a o g S 0 N N m p NO� •M LL C 4 W L o- Z JLLu — -0 a L4 L V w �N � 0�, 5 2 IL on (- N MZ J J Z OU (0 W ❑❑ 0 i; Z N M z � z — ¢C2 — N M � _- w � U O N LL V1 f6 :n F- �— E 88MID x t o ci W • -0 O W M J O E I.l- a W p r M ;� m °� 1— (� •� O U q � E �Z z .� ` <g cn ° o m J 4Z, ¢ z�= <b p 6 Z W40 = J Y IIIIIIIIIIIIII ML cY FF OItt4 �O U S' c O 0 0 >Lo N LL LO Lid L H cu CL T O O p `1 T _O (n _ N m co � Li J Q a.•+ O O LL -1.1c C)rn I -0 ICU' M 00 .Q m CD LO N Q 04 00 '— In E In O Z z E T `• ca c c cv a E .. v � y ¢ o c JOB NO : 23-06141 SCALE : AS NOTED SHEET NO. S4 m a� N LO R B -.r J 0 f^7 i m N LO 0 J I N M N 0 0 to LO s 3 Q N N E Xi E 0 x `c C J c J N L� N N a N N n 5i a r5'i SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 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. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND 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 EXTEND AT LEAST 90% OF , RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT EACH JOINT W/ (3) @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE) BOTTOM CHORD & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO 1/2" CDX PLYWOOD OR END DIV •• BLOCKING 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS 6 O.C. INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2) l Od (NOT REQ'D WHEN /; AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR \� LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) 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 7/16 OSB SHEATHING OSHEATHING ATTACHED FIRST (4) ROWS OF (2)16d ATTACHED w/ 10d NAILS TRUSSES FROM EA. NAILS 6" O.C. EDGES AND 12" W/ 10d NAILS @ 6" O.C. EDGES @ 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 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1063" 4" O/C 1/2 x 8 J BOLT 48 Q.C. 2x4 "T" ON TOP OF PANEL �° @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 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" m 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" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4' 2 10d NAILS & (4)1/4"x2 1/4" 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR rr X-BRACING, AND TOPA SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° � � SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES (2) 16d NAILS cO 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" t2' RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) 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" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.207 , L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL " 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 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 SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S.SS5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" r,r SEE PLAN FOR TITEN TO CMU -,,CONNECTION OF THE LAST LAMINATION ( ) 2x4'T' ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @ 10dx3 @ 4 O/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION p B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f-- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12 6.9 MAX. WA EE RSH SCHEDULE DR ATTACHMENT K4 #2 SYP BLK'G @ 16" O.C. )10d x 0.131" DENAILS EA. SIDE ONT. 2X4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) r ^ � GABLE END BRACING DETAIL S5 - 4 .—.�.._. ', - - .'` ' ^ • + + —'e ___•._« .fie • ..�. �.— • a.G .�. CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —GUN I . bLAKINU ` GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Y CORNERJACK tl U Cr W z O 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 Ilk ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ON z W \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM _MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ea SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a 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 N >CIS a c q `� o —'Owe N Qce 3 a Z d o c Q W C O N Cx C� a• � y zz - `.) C14 -',.., a t'C. ti �CF n Q'�SSiO.W�` fitt+t;t��� 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 - Residendal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beefing Engineers s gnature and seal. W g F d Q d) N b tnn�n;R N C M LL C J LL W 5 U_ tL Z m �M a Y r cc C acim o Wm LL LO N MZ d Z OU U W ❑❑ 0 2 v Z N M z ¢ � 111 z �4-J N U 08.0 W �N v d w S_ y •' U • Q �0 o z Z � y - ua ao oo <R zo Z C=� C xo o E a= wz tS �w Zc �a j O U Z J m WCO g = �f x J � z� o ��o aT d N OV7 C 0 0 dui `o U) �,•1 m Q � � O O -6N^ W m T_ � LL O 0) 0 ^^ _�C 0 ca CV) 04 00 m CD L0 00 N Q oo j T ai (D o W �• y LO Z z E T y `m c m a U JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. S5 NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2) l Od (NOT REQ'D WHEN /; AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR \� LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) 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 7/16 OSB SHEATHING OSHEATHING ATTACHED FIRST (4) ROWS OF (2)16d ATTACHED w/ 10d NAILS TRUSSES FROM EA. NAILS 6" O.C. EDGES AND 12" W/ 10d NAILS @ 6" O.C. EDGES @ 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 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1063" 4" O/C 1/2 x 8 J BOLT 48 Q.C. 2x4 "T" ON TOP OF PANEL �° @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 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" m 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" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4' 2 10d NAILS & (4)1/4"x2 1/4" 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR rr X-BRACING, AND TOPA SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° � � SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES (2) 16d NAILS cO 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" t2' RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) 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" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.207 , L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL " 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 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 SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S.SS5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" r,r SEE PLAN FOR TITEN TO CMU -,,CONNECTION OF THE LAST LAMINATION ( ) 2x4'T' ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @ 10dx3 @ 4 O/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION p B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f-- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12 6.9 MAX. WA EE RSH SCHEDULE DR ATTACHMENT K4 #2 SYP BLK'G @ 16" O.C. )10d x 0.131" DENAILS EA. SIDE ONT. 2X4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) r ^ � GABLE END BRACING DETAIL S5 - 4 .—.�.._. ', - - .'` ' ^ • + + —'e ___•._« .fie • ..�. �.— • a.G .�. CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —GUN I . bLAKINU ` GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Y CORNERJACK tl U Cr W z O 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 Ilk ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ON z W \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM _MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ea SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a 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 N >CIS a c q `� o —'Owe N Qce 3 a Z d o c Q W C O N Cx C� a• � y zz - `.) C14 -',.., a t'C. ti �CF n Q'�SSiO.W�` fitt+t;t��� 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 - Residendal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beefing Engineers s gnature and seal. W g F d Q d) N b tnn�n;R N C M LL C J LL W 5 U_ tL Z m �M a Y r cc C acim o Wm LL LO N MZ d Z OU U W ❑❑ 0 2 v Z N M z ¢ � 111 z �4-J N U 08.0 W �N v d w S_ y •' U • Q �0 o z Z � y - ua ao oo <R zo Z C=� C xo o E a= wz tS �w Zc �a j O U Z J m WCO g = �f x J � z� o ��o aT d N OV7 C 0 0 dui `o U) �,•1 m Q � � O O -6N^ W m T_ � LL O 0) 0 ^^ _�C 0 ca CV) 04 00 m CD L0 00 N Q oo j T ai (D o W �• y LO Z z E T y `m c m a U JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. S5 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1063" 4" O/C 1/2 x 8 J BOLT 48 Q.C. 2x4 "T" ON TOP OF PANEL �° @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 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" m 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" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4' 2 10d NAILS & (4)1/4"x2 1/4" 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR rr X-BRACING, AND TOPA SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° � � SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES (2) 16d NAILS cO 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" t2' RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) 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" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.207 , L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL " 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 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 SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S.SS5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" r,r SEE PLAN FOR TITEN TO CMU -,,CONNECTION OF THE LAST LAMINATION ( ) 2x4'T' ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @ 10dx3 @ 4 O/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION p B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f-- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12 6.9 MAX. WA EE RSH SCHEDULE DR ATTACHMENT K4 #2 SYP BLK'G @ 16" O.C. )10d x 0.131" DENAILS EA. SIDE ONT. 2X4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) r ^ � GABLE END BRACING DETAIL S5 - 4 .—.�.._. ', - - .'` ' ^ • + + —'e ___•._« .fie • ..�. �.— • a.G .�. CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —GUN I . bLAKINU ` GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Y CORNERJACK tl U Cr W z O 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 Ilk ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ON z W \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM _MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ea SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a 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 N >CIS a c q `� o —'Owe N Qce 3 a Z d o c Q W C O N Cx C� a• � y zz - `.) C14 -',.., a t'C. ti �CF n Q'�SSiO.W�` fitt+t;t��� 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 - Residendal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beefing Engineers s gnature and seal. W g F d Q d) N b tnn�n;R N C M LL C J LL W 5 U_ tL Z m �M a Y r cc C acim o Wm LL LO N MZ d Z OU U W ❑❑ 0 2 v Z N M z ¢ � 111 z �4-J N U 08.0 W �N v d w S_ y •' U • Q �0 o z Z � y - ua ao oo <R zo Z C=� C xo o E a= wz tS �w Zc �a j O U Z J m WCO g = �f x J � z� o ��o aT d N OV7 C 0 0 dui `o U) �,•1 m Q � � O O -6N^ W m T_ � LL O 0) 0 ^^ _�C 0 ca CV) 04 00 m CD L0 00 N Q oo j T ai (D o W �• y LO Z z E T y `m c m a U JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f-- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12 6.9 MAX. WA EE RSH SCHEDULE DR ATTACHMENT K4 #2 SYP BLK'G @ 16" O.C. )10d x 0.131" DENAILS EA. SIDE ONT. 2X4 #2 SYP w/ 10d X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) r ^ � GABLE END BRACING DETAIL S5 - 4 .—.�.._. ', - - .'` ' ^ • + + —'e ___•._« .fie • ..�. �.— • a.G .�. CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —GUN I . bLAKINU ` GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Y CORNERJACK tl U Cr W z O 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 Ilk ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ON z W \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM _MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ea SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a 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 N >CIS a c q `� o —'Owe N Qce 3 a Z d o c Q W C O N Cx C� a• � y zz - `.) C14 -',.., a t'C. ti �CF n Q'�SSiO.W�` fitt+t;t��� 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 - Residendal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beefing Engineers s gnature and seal. W g F d Q d) N b tnn�n;R N C M LL C J LL W 5 U_ tL Z m �M a Y r cc C acim o Wm LL LO N MZ d Z OU U W ❑❑ 0 2 v Z N M z ¢ � 111 z �4-J N U 08.0 W �N v d w S_ y •' U • Q �0 o z Z � y - ua ao oo <R zo Z C=� C xo o E a= wz tS �w Zc �a j O U Z J m WCO g = �f x J � z� o ��o aT d N OV7 C 0 0 dui `o U) �,•1 m Q � � O O -6N^ W m T_ � LL O 0) 0 ^^ _�C 0 ca CV) 04 00 m CD L0 00 N Q oo j T ai (D o W �• y LO Z z E T y `m c m a U JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. S5 NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —GUN I . bLAKINU ` GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Y CORNERJACK tl U Cr W z O 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 Ilk ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ON z W \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM _MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ea SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a 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 N >CIS a c q `� o —'Owe N Qce 3 a Z d o c Q W C O N Cx C� a• � y zz - `.) C14 -',.., a t'C. ti �CF n Q'�SSiO.W�` fitt+t;t��� 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 - Residendal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beefing Engineers s gnature and seal. W g F d Q d) N b tnn�n;R N C M LL C J LL W 5 U_ tL Z m �M a Y r cc C acim o Wm LL LO N MZ d Z OU U W ❑❑ 0 2 v Z N M z ¢ � 111 z �4-J N U 08.0 W �N v d w S_ y •' U • Q �0 o z Z � y - ua ao oo <R zo Z C=� C xo o E a= wz tS �w Zc �a j O U Z J m WCO g = �f x J � z� o ��o aT d N OV7 C 0 0 dui `o U) �,•1 m Q � � O O -6N^ W m T_ � LL O 0) 0 ^^ _�C 0 ca CV) 04 00 m CD L0 00 N Q oo j T ai (D o W �• y LO Z z E T y `m c m a U JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. S5 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 Ilk ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ON z W \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM _MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ea SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a 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 N >CIS a c q `� o —'Owe N Qce 3 a Z d o c Q W C O N Cx C� a• � y zz - `.) C14 -',.., a t'C. ti �CF n Q'�SSiO.W�` fitt+t;t��� 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 - Residendal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beefing Engineers s gnature and seal. W g F d Q d) N b tnn�n;R N C M LL C J LL W 5 U_ tL Z m �M a Y r cc C acim o Wm LL LO N MZ d Z OU U W ❑❑ 0 2 v Z N M z ¢ � 111 z �4-J N U 08.0 W �N v d w S_ y •' U • Q �0 o z Z � y - ua ao oo <R zo Z C=� C xo o E a= wz tS �w Zc �a j O U Z J m WCO g = �f x J � z� o ��o aT d N OV7 C 0 0 dui `o U) �,•1 m Q � � O O -6N^ W m T_ � LL O 0) 0 ^^ _�C 0 ca CV) 04 00 m CD L0 00 N Q oo j T ai (D o W �• y LO Z z E T y `m c m a U JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. S5 z W \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM _MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-0 O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. ea SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a 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 N >CIS a c q `� o —'Owe N Qce 3 a Z d o c Q W C O N Cx C� a• � y zz - `.) C14 -',.., a t'C. ti �CF n Q'�SSiO.W�` fitt+t;t��� 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 - Residendal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beefing Engineers s gnature and seal. W g F d Q d) N b tnn�n;R N C M LL C J LL W 5 U_ tL Z m �M a Y r cc C acim o Wm LL LO N MZ d Z OU U W ❑❑ 0 2 v Z N M z ¢ � 111 z �4-J N U 08.0 W �N v d w S_ y •' U • Q �0 o z Z � y - ua ao oo <R zo Z C=� C xo o E a= wz tS �w Zc �a j O U Z J m WCO g = �f x J � z� o ��o aT d N OV7 C 0 0 dui `o U) �,•1 m Q � � O O -6N^ W m T_ � LL O 0) 0 ^^ _�C 0 ca CV) 04 00 m CD L0 00 N Q oo j T ai (D o W �• y LO Z z E T y `m c m a U JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. S5 m 04 (V v o- v v 0 0 J 0 M i CN cV N 0 0 J 0 I CV 0 0 Ln Q N -91 y� N c O w LL N a N N S 0 x a ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 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 w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED wl (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/ 10d 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. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. , FLOOR SYSTEM PER 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' 01 WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: �r' �- • � rm '1110 ■ ��Ih��11 �. i111�=• 1.�1 �11111 � II, Idll�ll�llZ' �- - FOR UNDERLAYMENT REQUIREMENTS SEE R905.11 �—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 ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU o = 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 w LAYER 1/8" THICK. LLw —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 VPA L SEAT LT R FOR URE IER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONIC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M iz v 4"x4" INSPECTION PORT AT w Q_ EACH FILL CELL TYPICAL o_ AT GARAGE CONTRACTOR U. TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE INISH GRADE Trn7�__ ���STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 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---- BAND JOIST *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. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JOIST 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. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN_'� SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED °O FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 60 SEE FRAMING WEEP SCREED 4 z PLAN • INSTALLED PER MANUF. T— � y • 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 INTO2'1 BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- " 2"x BOT. PLATE (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 WEEP SCREED i INSTALLED PER. MANUF. (I SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION e @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-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)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE •• '.:�. �•-� :ter �' a. .. .., d SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE 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 '4.v• : .� p F CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" 6 ADDITIONAL SLAB INFORMATION.�,S _ 15/32" OSB EXPOSUREI J L SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D O SECTION X-X IF Uj' NOT FULL HEIGHT SHEET z I L M G FLOOR SYST (2)- 2x TOP PLATE f BEYOND I 15132" OSB EXPOSURE F SHEATHING W FF x SOLID 2x C BLOCKING @ ALL m C SHEATHING 0 EDGES (SEE OPENING SECTION -X a LL) Lit—, E � Lu 2x STUDS W BEYOND. SEE PLAN 0 in A �--2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL s/a' SPACING g �3/4" S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EI AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" 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 VFGTIr Ai SECTION X-X SF p/NpOw �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.) 4FN�R�OR SPACING 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)§" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THAN)". � m i OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 @NAIL INTERIOR AT 6" O.C, w/ 8d COMMON NAIL. w vxi E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. CE O w/ 8d COMMON NAIL w LL F- PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F - � 0 00 y w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. u~i 0'0 00 LL QG (2) 8d NAILS @ Y O,C. TO EACH TRUSS END OR @ VERTICAL ? N W 0 0 ~ X MEMBER IF GABLE END U.y U. NOTE: 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". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 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 (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)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @ 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 C 4 �„ w • �_ :'4 e4 e. -11 I —I I I-1 I I—IKII l l i I I I I I I I I ,v I I I I I I I d!. •, Im HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS 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 9'-16, (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/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 I- 00 rI_IF,;9;_ -�� (3) # 5 REBAR ON 3" CHAIR -��4" V-81 W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" eG ADDITIONAL INFORMATION. S6 N N "7 0 b ;= as � C9 W .� eo 3 m N H W d o Q d o ro 3�01 yac CU CL Q, CU C* .G Ck u Q 3 3 cv �e u � m c� .. zi � b 4 v w . \v' ny r ••� LI OP I�SSI014p, NNN�� rr�f�r PfF I! B l' � i11�e�1� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 ar O N CN 0 CID 11 di rn � � ,� •" J u- C J U_ W q u_ u_ o 0 Z m c °1 0 W 1 ZT) W Z M 0 d J coN LL do 0 Z W pp U R Z N t7 z � z N M N a O(1) 1.2 o11 ,, g c V)Ln f� LU U Q 0 � C,�0 o ul clJ M J Z p Z 4 E y � 0• V �i oa H (O oU ;a Zto .�wz E <o x -LLoZ 91 5UZ ° M5 Z. WmQT ZI4 U 3 O Lo ' ^ L J LO rn T C7 CL ^, �✓�T =3 CL C) It Y t- U) 2 c m N m L n ILL O U 0) p �I M �+ 00 /�/•�� Zf m O L!� 00 CV Q 00 N 00LO ^ T m E L CO c v; LO 0 Z l9 Z E T � cc a U J ¢ 0 JOB NO : 23-06141 SCALE : AS NOTED SHEET NO. S6 (MONO) 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). STRINGER MUST MAKE FULL CONTACT WITH LANDING 7FLOOR JOIST SIMPSON A35 OR LSC EACH STRINGER x SYP CUT TO FIT BEARS IN WALL 2x12 SYP B BEARS IN WALL 1 3/4 x 11 2x6 SYP j VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO I I F 2x8 2x4 UNDER STRINGER GLUED AND-7 - 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. 2x8 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND 4" GAP TOP AND BOTTOM, GLUED AND 77 NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD 1 STOP / 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ x 1 1/2" NAILS) / SECTION VIEW "A" SECTION VIEW "B" STRINGER MUST MAKE FULL CONTACT WITH LANDING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER -2x4 BLOCKING FOR 2x12 / 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION EAAT�7AACH ALL COMPONENTS STAIR TO CONC. W/ J" XTAPCONS @ MAX. 32" O.C.ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / G. 1 SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF STRINGER �4 / / TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP e- 2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x SYP CUT TO FIT STRINGERS BEARS IN WALL 2x12 SYP BEAREIN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP SIMPSON A35 OR 2x4 SYP BLOCKING LSC EACH STRINGER / 2x4 PT NOTCHED INTO STRINGER FOR STRAP (SIMPSON14)10d MTS12 w/ x 1 1/2" AND NAILED TO FLOOR WITH GLUE NAILS) NAILS) S) 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS \ DOES NOT BEAR IN WALL SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL x12 SYP 0 IT BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" NGER SLUED NAILED 0 SECTION D—D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS 64 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK 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 H 2x4 SYP BLOCKING x8 SYP GLUED ` FOR STRAP AND NAILED TO FRAMING (/ (114)4) 110d NMTS12 w/ 0d x 1 1/2" 2X4 DRAFT 2x12 NAILS) STOP TREAD TREAD GLUED GLUED AND AND NAILED ___\ i NAILED---\ 2x4 PT NOTCHED INTO STRINGER AND TAPCOx8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED 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: i" = 1'-0" 3 (7) 2x4 PT NOTCHED INTO STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 1x GLUED AND NAILED TO STRINGER POINTS / FOR DRYWALL SPACING B H E SECTION VIEW SCALE:" = 1'-0" �5 / F 2x4 ST( 2x4 NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING ' ` -2X8 BLOCKING _ FOR NEWEL POST TO ANCHOR TO. (2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 j"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" F SECTION VIEW SCALE: J" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" 'WALL JOINT YWALL TO JER JOISTS) STUD NAILED AND IED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO tRING WALL BELOW 'WALL JOINT YWALL TO /ER JOISTS) H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES SECTION VIEW "H11 SCALE: 1" = 1'-0" N 0 hl C•i v > W ar- M 6.7 N O A.n2 m � N t -cc a:NX as a E m io y 5 v if G C d m c o a v V, C .. C) 1 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, 0 E 0Vi ALB, J LL QNfh CIL V J 11 u_ _ LL W a r1 Z m`� W_ 1z �v 9 _ a N N � Cox U) . w ZZNOU UW ❑❑ C z z <c Wily) z 0 � (D4--J U LL U O U ® r c Q CIO see cr> :j w� �s Q"- c p E wLL ¢ zap Tr U �� z = i Hg �� cn C c Y y o a1z r z J m 4 w Z o U T aZ N� a.. w ,0 � K , X J W� s�. nr 0 0 2 C) i. LO LO LO ai a� Q m � r (n -' N m m LO T Q �-+ �.J O O� U_ I �c U M p .0 m o LO 00 0 CV Q 00 n T d V LO o Z m Z 7 E T V1 "a 2c c a U _j Q 0 � JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. ST -ti m N L0 J 0 t N M 00 N 1�. CLin 0 J 0 I N M N 0 0 Z L0 C tz Q N 0 i E E i a d N 0 n ti a N N LO 8 N DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT DOOR JAMB REFERr2X8 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CON 1 X 4 r ix4 P.T. FURRING LO 3-1/4" LONG X 3/16"0 L FURRING 3/16"0 X 3" LONG FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 TAPCON. INTO @ 16 TAPCON @ 16" O.C. &STAGGERED BLOCK@ SPACING „ 1 DETAIL 1x8P.T. O.C. 2-ROWS INTO FROM EACH END w/M. „ 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 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. FURRIN( 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 21/4" 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 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 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 ri SCALE: N.T.S. SS 1/4" MAX IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - /4" MAX EMBEDMENT INTO .) 2'-0" 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 BTWN*., VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD• BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K*K B-B SCALE: N.T.S. SS - SECTION A -A 8„ 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --_2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX' $ FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90, HOOK (1 ±5^ NOTCH WEB AT FIRST 2 COURSI CAPACITY = MCI # 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 4'Y." 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 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 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 "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE 7 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: SEALANT PLACE LOWER HALF OF MO RTAR IN BED JOINT. DO NO T FURROW. * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL 0 0 U SMOOTH. D N 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 NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 00, 4'-0" MAX SEEPLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH -� IF TRUSSES USED) W/ (2) #6 X 41W' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2„ 1 TAPCONS AT 6„ O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID 11 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'-0" D , - P • 1T� 7IjI'I�' � GRADE N �'P M z \ r •D ' p. % D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 41 HOOK 2x BAND JOIST W/ FACE NAIL 10d STD, 90° (TYP.) ` @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO ' BOTTOM OF BAND JOIST TYPICAL ' ±2„ NOTC F� @ FIRST COURSE ` SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK THE :S FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN f .,/1Tf i r1 P-, -Ai ALUM DRIP EDGE BRIG WALL TYPE PER PLAN 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT VEN7-T TED 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. BUILDER BC G.C./ TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SFO q 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" 2k O�FRyq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. + + CFNOTH (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING + BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP ... + EACH TRUSS CONNECTOR SEE LINTEL SCHED. / CENTER SOFFIT PRECAST LINTEL .�// SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" III,SS 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 E 3" MIN. EDGE DISTANCE RETROFIT FOR MIr MSTAM STRAP SCALE:Y - r -u FILL 1 st 4 COURSES SOLID W/GROUT i FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG". RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-00 ' 5'-0" SH '► l "4 F. ° ' ' ► #5 BAR p. 10 • • CENTERED W/ g ► .:' • •► 9 IN TOP c� ► •' • KNOCKOUT / c� • CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °. AND SECTION DETAILS CLEAN FILL .> • • ° DIRT Z ffTANDARD#5 BAR INHOOK N FILLED CELL, • �. • �., , Le STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. d 0 c Cc C_> — 0 m >< R d d N C O y 0: •`° T Qr y � E o Q u •fJ�, e' U 4 •"' Fg t �` gz L. /�/fllNtPl'�1111��` 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. aa' W o �8 V 0 Lo N 0 w Co C N m a0 to w � A 12 2 to uJ. LL Jo —v"L a 4 Z W °' °' m r9j LO M Z Q Z N OU 0 W ❑ ❑ Z N z Q (nv)::, J o o � U - � 0 s N c y Q 0 S t� a C13 z� w z o J Q y ¢ oR o o .- z ►`-° o '0 U 0 Q c� � as a 0 U� K7 f "' co ry `_ sa W 10 C C 0 U Vi0 oLL Z z J ab � � � 0 qU T SS3 S� NW W qa F� IS �o v w zI°Wd ns ° 5 °O = LO LO LO rn TO _ Q M 0 F— co C O 0O pCr — 0 J N , M c L1 i Q i-+ O L -,Ad p C3� 1 N 0-) 00 o Ln NQ 00 T LO N 7 C 3 LO O Z f0 z EE r M y c d J Q JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. SS -v m w 00 N LO J 0 M i m S8 CV Cr C 0 J �p Q N M v L C En O H N N4 FL 0 s C i a a 0 0 J N N n 0 N S W S 0 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGEMAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS — COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSSI _�_i DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX &EACH END ALTERNATE e CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ��— WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION ��-- MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; a —MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w/ O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC. WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 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 BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLAN 1 FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16 OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM, SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATD ON B. SCHEDULE C EDUE E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT �� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE BASE PLATE W/ r2X4 SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSONMTS12w/ (14) 10d x 1 1/2" NAILS 71 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"� SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM �...� BM. SPLICE OVER �� CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. 'd \_9 MASONRY WALL BELOW: SIMPSON 4.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 40.SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL MY ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT SEE 2ND FLOOR WALL SECTION EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER 7SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS —j OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ 3 () LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL � SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. L PLYWOOD FLOORING T. LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS N d Z C3 a a_= o C m cj, N m x �o N -O C Z Q W CN 3= " w E d� � 3:# ` W u u H a� _ E . , < ate. �,•......,, `�•. ` .•��`J�. '00- FLQNN -i I'l '!'�zr'1�11111 l ! 1111�e�oti���\�, 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. d� a o N 0 0 N c Co 0 ANC ari 4 aj M . . LL -S LL w _ �� a 5 {a� 9Ao� rI W 2 Or 0 -9 Z IL i-W" 01 � MZ a Z N OU U W ❑❑ (D 2 V 0 z � J tZ � N -- 1 z10 �N v p a U 0 w 9 un U � W � .® Q < N O1 M ch z Z s riU_ ra E ¢ � ¢O a 8 o ' Z 0o os a�2 u0 zcr� g rz (n C$ C: ao iV m0 i zz z J �a > w �b O g K O NZ ? o ¢ IIIIIIIIIIIII� ' a ° O > L0 L0 Q c� CIDCL O O p Y T -6 U) G J N m L✓n T * j O u- 'd 0) O C37I coM O 00 CN m CD L 0 CV 00 00 ^ r LO 0 Z cc m E T N c a v � ui a o JOB NO: 23-06141 SCALE: AS NOTED SHEET NO. D1 % (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT SIMPSON SP4 w/ 6 10d x 1 1/2" 10d NAILS BENT OVER TOP ( ) (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. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT, CONNECTION. 2x CRIPPLES @ 16" O.C. PLATE (2) 2x SPF FLUSH W/ TOP BLOCKING INFO O SEE PLAN FOR CONN. 2x HEADEOP W/ (2) 12d TOENAILS T/B ( ) R SEE PLAN SEE FOR 2 OF MASONRY & $d BLOCKING NAILS T/B FLANGE / 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS 0 .O FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS •FF 2x4 CONTACT U.N.O. ON PAN IF OPENING IS GREATER (OPEN SURFACE q 2x4 #2 BLOCKING O NI G LARGER THAN 4 ft 2TOENAILS. THAN 4 FEET BUT NOTNOTE: EXCEEDING 6 FEET.SILL LOOR SYSTEM EE PLAN 74OR VERIFY WITH FLOOR FRAMING PAN FOR I -JOIST FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONTAw/ PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10dAd 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE (3) 2x #2 SPF STUDS @END OF AT EA. ENDMIN CORRECT BLOCKING w/ (3) 12d EA. ENDINSTALLED HEADER SEE Q/S4 FOR REQ'D JAMB (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL REQUIREMENTS 1-1/8" RIM BOARD TO HORIZ. 7­- .- BLOCKING / TYPIC WALL FLOOR DECK INFO 2x CRIPPLE AT EA. END OF OPENING w/ 10d NAILS & 1/4" 2 1/4" TITENS CENTERED SHEATHING 7/16") / " FLOOR TRUSS/ TO STUN ABOVE AT NAILED TO STUD TO STUDS ABOVE PLATE (4) x ON FLOOR SYSTEM TO MASONRY WALL '° '°' BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON STRAPS 10d (MIN. VERIFY W/ PLAN 8d NAILS @ 3" O.C. WALL SHEATHING ;;% ,; - -" JOIST SEE PLAN %%` ,.-: '` ' (2) 12d TOE NAILS TOP (2) SIMPSON MS (7) 10d NAILS & (4) 1/4"x2 I -JOIST SEE PLAN --TIE BEAM PACK w/10d NAILS „ FLOOR DECK @ 8 0'0' FLOOR TRUSS/ I -JOIST SEE PLAN MSTA36 w/ (26) TO RIM BOARD ���.-& BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM 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 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR rT HEADER CONN._@ 2nd FLOOR 4 j 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/D-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 O SIMPSON LSTA24 w/ 18 10d NAILS ( ) CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P. ` i 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) BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT (1) SIMPSON LSTA30 w/ (22) 10 @ NAIL A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS BENT OVER TOP PATE HEADER w/ (2) 12 TOENAILS OUTSIDE SPLAN NAILS TO STUDS ABOVE & (11) 10d (2) - 2X SPF TOP PLATE SEE FOR SIZE NAILS TO STUDS BELOW. — 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE ..� C AT 16" O.C. U.N.O. I° O SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER CONNECTION (2) 2x HEADER G (1) 2x SILL PATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF MIN (3) 2x #2 SPF STUDS @ END HEADER SEE Q/S— 4 FOR EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (2) SIMPSON MST37 STRAPS w/ 42) 16d NAILS ( SEE STANDARD HEADER DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" 2 SPF REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SIMPSON LS30 PLATE SEE PAN MORE INFORMATION 12d NAILS AT 6" x EMBEDMENT PAST STEP. BASE PLATE SILL w/ w/ (6) 10d x 1 1/2" EACH SIDE FLOOR SYSTEM OR O.C. TYP T & B _ SIMPSON SP6 w/ (6) 10d x 2x CRIPPLES @ 16" O.C. 2-STY. FRAMING B C PRE-ENGINEERED n SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE �� W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. 1 1/2 (USE SP8 FOR 2x8 (2) 2 x #2 WALL) @ 24" O.C. C B H FLOOR SYSTEM ---�� SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 ��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, JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 4 B 2 x 4 i2 SPF STUDS G INTERIOR HEADER O 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" BOX HEADER AT O.C. U.N.O. 2 2x HEADER G (1) 2x SILL PLATE W/ (2) EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN R BOLT w/ (2) 2x TOP PLATE SEE PLAN E F Np F F (1) 2x SILL PATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 () 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT 2 SIMPSON LSTJ2 w/ (10) 10d ( ) NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ , D , , � BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ 12 10d NAILS AT •e . c cal 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS a ;. TOP AND SIMPSON SP1 w/ (10) 10d ON - - _ NAILS AT BASE 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 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. aC� 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. 6 2 STORY COL. aC� GIRDER SHEATHING CAN STOP ONCE UNDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ` - �� '' .0 ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS 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 (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PATE THEN DOWN THE (2) 2x HEADER SEE PLAN FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE 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 MIN (3) 2x #2 SPF STUDS �� (1) 2x SILL PATE W/ (2) 12dTOENAILS. 3" 0/ 2x CRIPPLES 16 O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE �T F 2k 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB 1X2x SILLLPA E W/S2 12d TOENAILS. () () OPENING LARGER THAN 4 ft (2) 2x 4O 4T TOP SPLICE 0 M/N A (2) 10d TOENAILS AT EACH (1) 2x SILL PATE W/ (2) 12dTOENAILS. INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING EXTERIOR HEADERS (1) 2x SILL PATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE . ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PATE W/ SIMPSON OPENING NAILED TO STUD `� s 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 ATTACHIle END OF OPENING CENTERED TAPCONS J„ W/ (2) NAILED TO STUD PACK � FLOOR DECK FLOOR DECK O.C.NAILS @ 3" .C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN 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 r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �o �1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0 N e+'s 0 Z C W i s cC 4 1 C cc U M . Z7 C] aNC y -m o r 'Q •� N A m CL m E c o Cv } > �cm Rtj _ FLOW A'• le���SSIONP To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. -- N I' W n Q 8 E M 0 tt 0 inNaT? LL � a =� w J LL li d. Lu W 0n�4jO' m w Z N N Z d J Z 03 V W ❑❑ z z � Z n Q � M _ LL U C' A U 0 w g CN c LLJ 8� s B U 3 Q -o N S Z J q G ` Z. LL E n 0 4 o Z Ea 00 U 00 z O �0 Qo qU N � �� Cn ra CU EQ Y o� r m N J do �p w ti a � G g cJ y N W q MV, OI T d = t U 2 0 .0 O = Lo L O LO m O o 0 m m L Y T .L O `� Y O ^ 00 m 04 L1') NQ N 00 n T c0 L 0 Z m Z 7 N E r" m o a U ¢ 0 c -r JOB NO: 23-06141 SCALE : AS NOTED SHEET NO. D2 m N LO 0 J Co I N s m 2 N LO LO Z 0 J 0 I N M N 0 a N N FL d 1- c J LL N LID tg 16 0- N N LO e5 �3 cR THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU -MASONRY BLOCK EXTREME - WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK ' 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT _ _ REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ -0 WEATHER VE BARRIER & tARILY SECURE WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f ' in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary r' V1JrlI1V V SELF -ADHERED FLASHING DECK JOIST WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING r•L/'iJm1IVV 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER RESISTIVE BARRIER W.s SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 0 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER V-4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER W CO m Q Z zi z a a a aW. W LU U W W =I � Q LU O DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 0� INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER n Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FOLDIAPERNG, the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE(BEFO ESCORE XPOSE ADHESIVE ASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE '10 rIV PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF)-- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB . - -SFLATH I� ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N O N M � ..� CD Z aZ o �C.J,- � N A p N b N r Q 2 N A 3 = a Y a� a ar � 3 m �+ as > CW o ex ._ c � <o � 4 U N 0 CV V` 0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. W E Q o co8 1. . .c 4� 00 G45 H (Q •/ In t� n � `�' J M It S N Q J W a �LLLL n. Z m C M a a �_ td N Cp O LLaLn Z< N OU Z v cn 0❑ V M 2f N � Q J M t/z QA � o Z w 10 acc 2- 0---. w V) r .r o �- w U C y u • r• Q O- Co ch 2 g z K4 � a ii wu os o E � ra 0 "o O 4 �, w coQ c G §� .0 of Z F Z Qo W T ao NF t� az �> ra _ wa miM V 2I6 O U � > O s � I..L Ln LO co � ' O o o O -6 J m m LO O T LL Y O rn I .0 M CO CF) 00 .0m o C4 Q CNI ooLO T- r- W _J1 1^ i6 L o Z l0 Z ! E T- M a E -o a3 U Q a � c JOB NO : 23-06141 SCALE : AS NOTED SHEET NO. W P HURR/CANE Mounting Brackets 00 Gaugle;• +V2' x+112' x 2-12" See Anchor Schedule Bolts 1 /2" Dia. A325 Gain, if (Typ.) 0 Car ' W145e1f-[Aiiling Screws A(C Urdt Bottom Edge e Hurricane Strap (Typirai 3 in front) Front Cross Support (May be cut to W) Left Bracket (16 Gauge) 414 Self -Drilling Screws Thru BFdckets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) 1 Cf-5/13r' Wash.ers J Self-L king Nuts Ssrn:cL madl4nun Rlsenaatcnn arc INrn rJxsi -d' ea.11 Hualn'= .Air 11 - FapFr IiaYed seal ( rproul S n'adaNe apea request (eddM rain tam apply) Back Cross Support (May he CUT to W) Right Bracket (16 Gauge) Fonde Department of Business & Professional Regulation pgla I d1 Building Codes and Sundards 211012021 Product Approval Application Detail ..?; ..sir^ 1 Matt','"; ;u Y.. ', .:.-/ rwj�vcwY,l ,:.. ;;•.Wr "; rsrgr, �u:';o:r "'Ur:"-m�-'". e^Ty:+.-. «.+':,,, v ;:,, R1n -S NkL' S . -:�v '+k ,Y,`*rivc',"', '4-.>; r �.cW,' i frr .r "i ,^' a. I. 4)y`^T, • Y,'? CJ'hJ?..P l ��i,�,,„Y'f. "•it •ll"`�,ad� 4���'I)'., - _' k1fl ' 1;.�,'��"'M�a� ,�:�V. 1 f . Sd &'I r�.W. S.Ib YtYr.p �U wl'i ,�w^�i4.�A "Nl tdrl ..�'tr.lr 1V�� .x !..�Sprf'�FP�!G'alpd'�'r1Y.v�ir...� .�_,:'v'��M"c. Sal`,',.s.�'Yfrtx.Y.."1',a,.:)✓c`1.-.w:.,..u,`�?�x:"2"4:1�v°.°t�.�+"J�"-'h1.''Fp'.1'4 . G>K,.,, l�, ,. i.v:. ..... ..W.,:i n.r„..,,. ,.:P,'" �:rs:, ...-_Y (, e�t'ltY.. 3`, �h r "1 .'d, I. Sf. �i'PN. ,�5y ifr,,n:l'r d�' e �,;.,,;. rr•:di% Sr491 Entity a late gIe I2me.Pblrm DAt iy8! VKSIW 1"rW[UW SA)uatd l0tlrrraLlcNMe Vlydrway ftf Approval A9gtg]d9 tltasA. A tmetion 2020 Sm.d Vent P.udion, IM tans Graham Hammy F. Need P E. Lake Bowdon P.E. 12MOM20 /2/182020 122&N2o APpronod CMetlay: Stnrdad Canprhenh (877)H1.8368 PE-73778 (314)3061800 subcategoryProdlcle lnbgduted ae a ROWII or Into@enelMnt can New Tetlnokgy Co mplonee Method Ewluotion Report tom a FIOM Registered Nonni ora Ucnsed Florida Prdeaiontl Enereer E area Predrml Nndr. Ia.mhrnr Nome $.gam error Use ADub HIItMm tlsaAla 1 BmadVenl MOOeI a1546510 Duel Function Flood and Vemla9m Vant 12r312023 Yea Yes N/A 4100AI00 2 .,.Mod.l#1540,511 Dust Funetiar Flood and Vainest-Vom 120112023 Yon Yes N/A 0W100 3 emanvern Moor V1540.520 1 Coal ad Flood VMt 12d12023 Yes Yes NIA .10061D0 4 Smenvam Modela154D521 nUNlad Floyd Vent 12/312023 Yen Yes NM s1Cois 00 5 smainvent Modal /1546524 16&qud; Garage Door Flood Vant 12R12023 Yes Yin N/A WA 6 Smi Mods l e154D570 Wood Wall Ineulatid Flood Vent 12/312023 Yea Yea NIA .100E 100 7 amedVent Model 0540-574 14.5aqud: Gangs Dos Flood Vanl IZ131202'3 Yes Y. NIA WA Florida Department of Business & Profe usloral Regulation Building Codes and Standards Product Approval Application Defall Pegs 1 r t In42021 •11i less yv -: e.y �r Y v cod 1'r t' :u- 1 7 t7fq ot.h -i r-� - .. . Erg* or mg no Dattleandhiso 20 1)lal YMCM mbluarduur. Sgolafd Endow KUrdm! I/AWAfsIDt XMW921L &am= EW.ABKRltat 1lmo"d aim R-191. 2020 Drexel Metals. Inc. Jean Bnuffare Zachary R. place LO&A Bowden P.E. Oamo2021 oaio9/202o Oe2a2020 1 On32020 APproad Calegory: Rodho (5o2)3ai1511 PE-74021 (334i300-1800 aubctogory: Meta Roanp ishumat.Qdr* I.00m compliance Method 151= on Report fran a Flurda Rapstareo Arch9ed or. Licensed Florida Professional Engineer FLs1MY941e P.r1`ta s♦a7 hod,Nt Modtl. Ntapbr or No CLoRy Assurance Product Distinction Colhlra3 aydrMla, Approved far Use Apnroesdfor User lmoati Date In HVKZ Ciltalidit 111111111 RONAMA DaLm Prssaura 1 IXerel Mral fldo6ng Systems INC 100145, DMC 15088, DMC 175s O18C 2008. lz(312025 Yes No WA +OP180 DMC 5V Fronde Department of Business & Professional Regulation Buldirlg Codes and Standards Product Approval application Detail Page 2 are iwm y�-,, .nr r" Ti'I1•S.tt ti` D :`�: av T.,X r �.:•'lb" v =; •4 v^F fu=:. nr,, F...: :.:r.v'r1. ^x i ..I J:,it'.:.e71 «- -i i'. a', r JTn iL'. sirs.':„,,; . kap r.,!r�.'=n"I,�.s'r�.,'rt'7'{',�k''g4`>✓a,'.,,.!f�?��r'�r"4:..'d�. n °�"-..�;. 7, ;u'"t"`,r, '. �.riL, r,?a,?R>..'� �"1�"-)v.. J,;.. r .v.x vat .s... J'i �'A: �'S.-an':w,.3 _. e' +, -Y,w- ?:t4+,`1' r ..x Bray or Dod, litindrall m m Ysrsion Ifitimalialat 11Cma4 foOnOKAIMM XAWALuk Vaal aid &IBM Fr 18g vw aim & .. Rwi.lon 2020 Theme-Tru Corporation Sieve Jeoperson Lrdon F. Schmidt, P.E. RYn J. Fang, P E. QV15/2021 1213IM20 04222021 0aW2D21 Apprmad Call000m: eXlmlor Dcom (800)843.7628 Pe-43409 Cal 3)707-6556 "CMoOorr: Somlgng Btenor Dos Assemblies telpapnmmerllelrvc Compllnce Method: Evaluation Report loom 9 an Florida R.aatenetl Archned or. Li:nold Fbrlde Prdessand Eneri Ancervindfor Un Appraised for Use baeld Ism 111111.9 &Mkumjim larCidualt Donorrioligh 1. HvIa ouilld, HVHL fisltteR preasam , r Th.m1a-TU FlOer-Cbarp end Smooth -Star tlanrrel 06N39',8 Squdlmp9d8qud: Oputue 127312028 No Yen Yn WA Composite Edge Fbargoes Single Door 1lnswny0unae,p: x oormo r w) 2 b, Theme-Tru Flb-Conve and Smooth -Suer Ncmnal e61139,e wetlmpect3quol; Opaque 12r312028 No Yes Yes WA Canpoa9. Edge Fbarg... Singer Door van sitloNas) gnoselne Mewing. XO. OX or OXO -60.rnnsl 3 c. Them*-Tru Fiber -Classic and Smooth-merNormal"A3111 aqua lmDactilquot; OPAoje 12131(MB No Yes Yes WA Composite Edge Fprgou Double Door with a lvlthor 6)d.hes fli-nWOut-9. XX a OXXO cnoguntlns) 4 . Th •Tr R - tl emv u leer Craevc and emoom-ear Nominal 8,aM39:0 &grat:kro.daqud; OpaWe 12 2A 026 NO Yes Yn NIA CLmEdge Fiberglass tn a Door 1 nawln ' X cars rodeo) 1)fUutaw rag. 9u 5 e. Thermal-7m Flbr-Coss l and Smooth -Star Noi 11110311,0 egra;IngdBquol Opaque 1=12026 sin Yes Yes WA Canpootle rose Flbe,glssa Sino, Door with Sdrae(sl tlmwiryOds ing. XO. OX Or OXO coMgur lion.) 6 1. The me -Tin Fiewpessle and Smo di-Stor Nominal $Aa39.0 aquet11r4md&Iud Oplele 12/312026 No Yes Yee WA Composite Edge Flbrgles l Double Doer with or weir out Walters OnexngsDueasing: XX or, OXXO configuration ) a. Themna,7 a Flbe-Charier nd Smod9-Star Nommol delf3li &sJd:lnpadaquOt Gould 121312028 No Yn Yd WA Cryryeoa . Sole Fiberglass R.O. Oda (hswVng/Outswing: X cnigun8n) a In. lhemu-Tru Flbr-Cl.W nd 3mdd,l Sear Nennr G&ION g aard:apaa&duot Glazed 12n1202e No Yes Yn WA Carpodte Edge Flborglan Single Door On adaAWS) (Ch oirg/OdsW ng: XO. OX or OXO dmigurrlonr 9 i. Themes iru FION-C(asrc laid 9modtrr8tar Nominr $9439:8 gra &:kr"iX&gtpt Gazed 12(312028 No Yee Yea WA Cortporte logo Flbegoss Double Door with or wah out Sidelln (InsMngfOutswing; XX a OXXO CahBgurr"'is' 10 I. Th.mle-Tru FlberCleask and Sm oln•Sar Noi a&wno aqud:Mp.ddeNd; Glued 1L31/2028 No Yes Yen NIA CM01e Edge Fiberglass Sti Door (naMng/Outawrn9: X cnl Wntlon) 11 k.Thermo-Tru Fiber-Clw9k and enooth-Star NaNnd 88e39O8qud:ipetwol;Gluied 12/312026 No Yes Y.9 WA Caroallo Edge Flbrglisee Sande Door will Spell.) 0-IngA7dwrp; XO. OX Or OXO dmapvrrldn„ 12 1 Therme-Tru Flbar-Clasek end SnodlPSter Nominal 88e390 &Yaot:1mxvOkgtd Glazed 120312020 No Yes Yes WA Camporl. Etlge Flborglsn Double Door with a with oul 31-Ites OnswingrOutseing; XXa OXXO dollfguralnal 13 n m Tnonna-Ttu Flber-CNorc a d 9n,Odn-91r d d Gbzad Nrmnreaa3g:saqud:kmpe tw , 7rd 1 12026 No Y. es Yea WA Melded Open Compote Edge Fiberglass angle Door Con svngroutswtng. X conflgumaon) 14 n. Tnema-Tru RbenCloeddh-6ter c and Smo Nominal 8ia3g:8 aqud:kryAdaqud; Glazed 12/312026 No Yea Ye. WA .d Open Composae Edge Fibaglose Single Door wth Gliva d Molded Opp Sdello(s) C."ri rout#wlrg; XO, OX Or OXO conagurados) 15 o. Therms -TN Flow -Coats end Sono st-Star Nominr &se39,8 agwl;k 48,quot Gossd Q1312026 No Yale Yes WA Molded Open Canpm 1. Edge Abegoes Double Door with Or wlthra mated Molded Open 81disa« (npWngfOutsvire: XX or OXXO OnAOuratlns7 10 P. Thenrm-Tru Flbr-Clasrd anti Smooth.311, Nominal 69039:8 &dla:arpadaquct Opaque 12rWI M NO Yes Yes WA Composite Edge Flberdan Sing. Door sigh Molded Open 9dil"(1) llnewing tonal rag: XO. OX Or r OXO day ranm) 17 q. Th.mp-Tru Floor-CgmrC end Smooth -Star Normal 641*39A awl: rr"d6qud: Opeou. 12012026 No Yes Yes WA Carposhe Epps Flbrdasi Double Doa wth or ath Out Gazed Melded Open Sdrtes (hnAylnytONs'alnp: XX or =0 configurMlns) Florida Department of Business & Professional Regulation Fag.I of Building Codas and Standards //3= Product Approval Application Detail lAr:'^. xL,..-.. spge Erin or BITS DAt oat "Off Xanlan manufacturer Ggdil& EoglmaLlkanu VNadMad av validateda'alhm= 1>a+�Xm 8aQBLod aAgt Revlebn 2020 POT Industries Jens Rosmokl MI.rd-Dade BCCO -CER Morn Dade 8--VAL 11/121=20 lonsf2o2o 11242020 ApOroad Category! FJnrbr Do in (Iii 488-0100 (7681 M 11-2590 eubColegcry: gilding Extend Door Assemblies eaaawstepgkndustid-c Compliance Malhad' CmNC MWrit a LRling am 14401411133 Reducible Quality AssuariarensAarerMfer user &gprgvsd sir Ws iwm tmm fllL hotlud Moor. Narhror Nome Pp" DNrlrlon conlroct [xgerlan gas on MVXZ Outside 14 Remora heepin B eGD-5570 tugs Mower head) beryl Blloing doss Dods, OV142021 Yes Yea Y. WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR FORS IFL20461.1 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 sf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/1 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/ 14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/1 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 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation sip Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NiA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261,1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4e ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for The Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc 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 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - F 15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869,1 NiA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NiA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products Inc Coon High Strength Concrete Lintels g 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 Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 125022 Product Approval Application Detail .. , ..r r• .... .-. 9gCY I ass or 2111a 2& 9"Pja= MR Imif vienloQ ld'anufacturer contact sawatr&Ligense Validated BY yggg;w $y¢attdond Fr3C Approval Apsirolted Revision 2020 Therms-Tru Corporatiwl Sterna Jasperson Lyndon Schmidt, PE Ryon Kmg. P.E. r7723r2t120 07M21202D 07/2W202D 10113f2020 Approved CataOaly: Ent- Doors (800) 843.7628 PE.43402 (813) 757-6555 aubCetsgory. Sningine ExOelec r Door Assembles sJaelperaon@Nmarmaliu- Compl(mco krelhod: Evaluation Report from a sin Flood. Registered Archaecl a a Licensed Fiords FLAW470•11t& Prraa.bnal Engine- Pfedud6a Pnadrlet Mods. Number or Name MTru 2Yig1XAMWA Product Daecnotlon Contru2Exolraelm gin Aoereead ter Ole Aooro,td Owe In HVHZ for Oss Outside HVHZ Imps Reoluotarlt DontW6 Pressure 1 e. Th Fiber -Classic and Smooth -Star Nominal 6&e398 equodmped&quot, Opaque 12131re= Yeas Yea Yes WA Compoorto Edge Fiberglass Single Door (I nswinglOutswlrti; X configurstion) 2 b. Thorma-Tru Fibor•C41ssd and Smooth -Star Nominal U0130.8 9quoklmpad8quot; Opaque IV31 rM22 Yon Yes Yes WA Composels Edge Fiberglass Single Door with Sidelte(s) (Inswing/Outswln0; )CO, OX or OXO configuration►) 5 c Therrra-Tru Flier -Classic and Smooth -Star Nominal 8 #Vic Bquotlmpact8quot, Opaque 12/312022 Yee Yes Yes WA Composite Edge Fiberglass Double Door with or without Sldelnes (IrrrwingJOufnvinp; XX or OXXO corfigurneons) 4 d. Theirma-I'm Row -Classier and Smooth -Star Nominal 8"!19,0 &quot;lmpad&quo; Opaque 12*1/2022 Yes Yes Yea WA Composite Edge Fiberglass Single Door 0nsWng/outseing; X configuration) 5 e. Therma-Tru Fiber-Chsaic end Smooth-Sor Nominal "AI ;0 &qud;lm{wd&quot Opaque 12J312022 Yea Yrs Yea WA Composite Edge Fiberglass Single Door with Sidslits(s) (InawinglOuowing. XO, OX or OXO conngurations) 6 f Therms-Tru Fiber-Claerc and SmoOtti Nominal 88439g &quoLlmpaQ&quot Opaque I2J31 rM2 YM Yale Yea WA Composite Edge Fiberglass Double Door Won or without Salinities Imeniny/Outswr)g; XX or OXXO configurel".) 7 g. Therms -I'm Fiber-Cl ..it end Smooth -St., Nominal 8&a39;8 aqulotlmpad&quot Glazed 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Odor (Inswing/Outswmg; X configuration) 8 h. Theme-Tru Fiber -Classic and Smooth -Star Nominal e&R39:8 &quotlmpaA&quM Gazed 12/31/2022 Yea Yes Yee WA Composite Edge Fiberglass Single Door with Slde(ite(a (Irowing/Outewing; XO, OX or OXO configurations) 9 i Therms-Tru Fiber-Clossic and Smooth-Sar Nominal e14Ir30.8 Bquce;lmpad&quot; Glued 12J31=22 Yes Yes Yes WA Composite Edge Fiberglass Oou bile Doccr Wth or Wthout Sdeosa (InCMrglOutawlrg, XX or OXXO oonnguradons) I I. Therms-Tru Faber -Clams and Smooth -Star Nominal846A30;08quotlmpad&quota Glazed 12/312022 Yw Yea Yes WA Composite Edge Fiberglass Single Door (Inswing/Outawirg; X confgureti-) 11 k. Therms-Tru Fin.Clol ale and Smooldhi Nominal 8&919;0 SquWrinpacmquot Glazed 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wth Sideltai (Iroraing/Outrwing, XO, OX or OXO conflgurwone) 12 I. Therm*-Tru Fiber -Clasps and Smooth -Sou Nominal 881839,08qud;lmpad6uluok Glazed 12131r= Yes Yale Yes WA Compoene Edge Fiberglass Double Door with or without Sldodee (Inewi glOutsoirg: XX or OXXO configurations) 13 m Thermo-Tru Fiber -Classic and Smooth -Star NOml,21e&a39: 68quotlmpld&quot Opaque 12131=2 Vas Yes Yea WA Composite Edge Fibeglees Single Door with &quottJon-Impeaaquor, Sdalta(s) (ImlyorglOulowing; XO, OX or OXO contquralions) 14 n. Therms -TN Rbar-Glewk and Smooth -Star Nominal 6&e38,e 8quatlmpae!&quet Opaque 12J3V2022 Yw Yes Yale WA Composite Edge Flbergdlea Double Dos wth &quoI;NorC,ImcC cl&quo; Sideltes (InsuiirWOutwAng; OXXO configuration) 15 o. Therma-Tru Fiber-Clossic and 6roac"taf Nominal U01301.0 Aquot;lmpad&quo(. Opaque 12J312022 Yw Yae Yes WA Composite Edge Fiberglass Single Door Wfth 8quotNormtmpadaquol; Sidolite(s) I,,sw ng/Outswing; XO, OX or OXO conl'g uratdn9) 18 p. Theirma•Tlu Flom-Classb and Smooth -Star Nominal" 939,0&quotimpad&quot Opaque 1213112022 Yw Yea Yec NIA Composite Edge Fiberglass Double Door nth &quo;NC Impect&quot Sdaltes(Inswing/OWswirg; OXXO wrifiguretion) 17 q. Thrma.Tru Fiber -Classic end Smooth Star Nominal ZQ#S9:88grrotNon•ImpedBquot Opaque 12/312022 Yes Yes No WA Comports Edge Fiberglass Single Door (I inswing/Cute sot g; X configuration) 18 r Therms-Tru Fiber-Clasnic and Smooth -Star Nominal OdrR398 &quotNon-ImposoAquot Opaque 12131 r2022 Yea Yes No WA Composite Edge Fiberglass Single Door with Sidelie(s) (IrroWng/Outewing; XO, OX a OXO configurwons) 1P isTherme-Tru Fier-Claesrc and Smooth -Star Nominal U#30:8&quot Non-Impaa&quot Opaque 12/31 Q= Yea Yes No WA Comports Edge Flbeglaas Double Dod• with or without Sde tes (InwMyOupinui g: XX or OXXO configurations) 20 L Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&R3&:D &gerd.NOn-Impect&quot Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglow Single Door inewrg/QAswing; X configurrdion) 21 u. Thomme-Thu Fiber -Classic and Smooth -Star Nominal 8&039:D &quct Non-ImPod&quot Opaque 12/312022 Yes Yes No WA Composite Edge Fibegtion Single Door with Sidelte(s) (Insw rig/Outorial XO. OX or OXO connauralonN 22 v.Therm.-Tru Fiber-Clasrcand Smooth -Star Nominal8&ASg;O&quot;Nlor, Impad&quot Opaque 1213112022 Yes Yea No NIA Composite Edge Flberglosle Double Door wnh or without Skfelnes (InswingtOutemna: XX a OXXO configuraitweil 23 w. Thernm-Tru Fiber-Clsssic and Stiooth-Star Nominal e&N3g;8 &quot.Norr, lmpad8quet; Glared 127312022 Yes Yes No N/A Composite Edga Fiberglass Skgie Door oneWng/ONeweg, Xconfigursbcn) 24 x. Theme-Tru Fiber -Classic and SmoothSor Nominal 084M8 &quotNo Inlpactaquot Glazed 12/311= Yes Yes No NIA Composite Edge Fiberglass Slagle Door with Sidelto(s) Onswing/OsnsW rag: XO, OX a OXO configurations) 25 y. Theme-Tru Fiber-Gasac and Smooth -Star Nominal OU39;8&quo,Nona lmpacl&quot Glazed 121312022 Yale Yes No WA Composite Edge Fiberglass Double Door Will or Wthout Slidell" (Inrw4np/Outaywng: XX a OXXO configurations) 26 z. Theme-Tru Flber•GeWe and Srroodl-Star Nominal 8813g;0&quotNo, Imped&quok, Glazed 12131=2 Yes Yee No WA Composite Edge Flbmglass Single Door onswrglOutowi g, X mltfigurobon) 27 za. Themni Fiber Classic and Smooth -Star Nominal 880361.0&quot;Non ImpadBquot Glazed 12131/202.1 Yee Yes No WA Composite Edge Fiberglass Single Door wifh Sidelie(s) (Inswing/Outswini XO, OX or OXO configurations) 28 A. Therms-Try Fier -Classic and Smooth -Star Nominal 8&039;0 llquotNal-lmped&quot Glazed 12131/2022 Yes Yea No N/A Composite Edge Fiberglass Double Door win or Wthout Sidelitss (ImoninglOuowing, )0Xor OXXO configurations) Florida Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peas 1 or 2 1&M21 ),. rs e ;.< 1 ,. "- vr> ..F +tt,4 St! i f''_+,7• :' C /' { , wVy ,(d u?.>)9MY'.^3t•'troY1"-. t tY-Y M .. 1.' w�` 6 1 4 .r iagll tJ]reCQ Alt Dan ftatPm9m Batt �� YLilgn r.♦aaGl Entlrora LlerN! Yardaad ar Y� j FaCAmmvr �� )� Rewsbn 2020 MI Windows and Doors Brent SHOW Luis Robe,o Lanes Steven M U,M. PE 1gD82o20 1ag82020 10J112020 12115M20 Apprwas CMegay: Exterior Doors I7171380.3300 PE92514 (717)31 r-8484 iiCN9gary: aiding Exterior Door Assemblies bvnnger®dinner tam COnpllasce Mehod EvaWsdon Report from a Florida Ragletered MChded ra Licensed Flakle prde.slnr Engnee PLL1513]eRa Product a!a! 13g4Mt. ImbD Qualm A para7Ms clonal lxnerla, 2te Aprswtl fat use Actrwod In0g1i for Use 4utm9e.Jt)Qli IMWA Heated D"im 1s 1 SERIES 420ALUMINUM SGD SERIES 420ALUMINUM SOD OXO 12042024 No Vein No N)A 146-314squot:006quot NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OX. XO. XX 121312024 No Ya lap WA 96"a"' OaWat NON -REINFORCED 3 sERIeS 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED DXO 12A72024 No Yen No WA 145-W4aqud;x986qud: 4 8ERIES420ALUMINUMSMREINFORCM SERIES 420 ALUMINUM$00 REINFORCED OX 12/312024 No Yes No NIA Xo, xx 9%quot""qud, 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM Boo REINFORCED)= 12031r2024 No Yes No N/A 143&qucl:.9Begrd. Florida Department of Butiln4as & Professional Regulation Building Codes and Standards Product Approval Application Detail PPr PP Peg.1 111 11812021 1(� ..',I i !f (k>�fiN d) Nl"t.!! 1p"..A, 1 p.. Y1 ' f✓'`� 1 •JLJ , t S I �,.. ;.) } c t(. .:..A � '�'�^� >w. "'�".' �i)` � A. 11.�, ppqq7..r,`fP? ., .,a °`.., .�.. � :Y....n. r ... .!.�1. •»... .'.. ,,, rle; '{ Y. I:,h A'k ,4_n!A. l ,� �r tl1 r r'� :rk... f� d��t. t. (Y7"� .tS. J ..a.. �f rr+� (2',. '..,Y!✓''�,. sge Fan, orr DAa vita Date eag0 m Dona lea& version Manufacturer SrmtLst Leashes Ucerw Vrldted By YaIdlabod aAWN"d faCAmroVal aggfIIYad Resit- 2020 Ways MD.lm, a dnsdn or Door noverhaul Onvo e Ravish John E Seat- Janney P. Amason, P.e 1 Wl2r2020 0g292020 10=020 12/iW2020 APpr"d Corporation (330)7634121 PE-51737 (911821-5200 Der.paV: kohelor Doan dkomawayn rene-lotion t 9ubCMetory: Sectional Exterior Door AasrnMln tern Compliance Nrhod: Evaluation Report from a Fonda R#gletered Ard,tiact a a LiZiled Florida FLa024Wtfi Professional Engineer Products &!ff! larodlud 1110i liumber Or Nourm Frodict Description 9NUUANKAM A MUM U Uae Accrrn,ed In HNNL /r Uu Imgaai Ouarde HVNi Itt"ilt 2EW GefW[a 3 6000/6100)6200 e1105 9&o39. Me. wWh 14&e39: Ales hrdht. Geeing 12/312023 Flo Yea Yes -31.001-35.00 avellable In top Or IOaBrin lNe radon 10 80001 OOM20061123 1OWS; Max ridth. 14WII; Max height. daring 12/3lr2O23 No Yea Yea +30.00F33.50 avaloDb In top a dtemhedlre section. 11 WOUIOOA820D 01124 10ae39. MIX Vol 14641341: Mull height. Glazing 12/31/2023 No Yale Yes -34.40F38.30 8,11104 In top or hta rra ol# udo& Florida Department of Business & Professional Regulation Staking Codes and Standards Product Approval Application Detail Polar d I 1 Mi021 In9j✓ r/ Y� '.� f '.';.4 F ;: t � ,, ` :4 1. ,4 1 � ,1 �"`.n S r�t"Xvw;.P „C/1 -Ili :.. r_ 1, h � ' / •Wit ,.1,) .`�`C ., .. Jn anav a JgAs Dole Pendric DES A0 YmAIa )ate �ygM, Rndn.re 0,•...._ayrltlreON X�W FOOD Ammvat Accounted ReNsim 2020 shinnies Divbin of AADt91mo Tom Rattay UL LLC Troy Slarop, P.E 12MOM20 120OWD20 12/21/2020 AW.-d C 99gay: Exlsna Dpre (6411 494-2813 1954) 947-OWO "Catapoy: Edertor Door Conpoient9 tamratieyQ.ees.bloy.co compliance "hod: Crllfleaan Mina or Lethg n' �tasr.na Pratluet4 it A VKt Use pproved for User 11122W Ct" n a Jkodunt Nodal. 01-bra Nome hrxhwt Dasrldr.n Outside HVH2 assistant i�iagd 1 007. 707, 721. 747, 167. 171. and 847 Sngb end Poked Flush. Gould, and Loll wad thole and pairs or 121312M5 Yn Yn Yea NIA Dole* hoiow metal doors. Florida Department of Business & Professional Regulation rage i 0(2 Building Codes and Standards I&M2l Product Approval Application Detail .,fit ..., .0 �4{r:(i'- a- frY .9r it', h. ). •..,.r r - u: mil', ...I :., 10>,� ,rT. ) ^¢ ,.n .`N . .�. .. ..r.a a 4ra+.. .i, � •f .k bwty a J Dope sae Mndrw bete jygg ygAgn Manurrwrr Loom coom Vrlddg ed a, kddl M OM09 F5C Approval ADDrDV d situ Revision 2D20 MI YYInOowe n0 Dopier Sint SIN ngor American Architectural &eon M. tJnoh PE 11J172020 11117/2020 1127/2020 Approvod category: WndoWs (717)3s5.330o Menuoctaes AICIONO n t717)317.8454 sWcal#gory: Single Hung bsainger®rriw000m cempllanss Mrnod: Coldloo in Will a IJahg limpect Mail lass +otluelModel.NaihnrNSA. reams InHVHZ AOtd BtmWta [[ntYn 2 I SH 52X72 Fo/Finge From# IG)6G Single HMO 1 D/OSMD No Yee No +6d-60 Lona,red GI... L C OO .CD CU U -0 �E a - N COD C CB O c O C 0 0 _ O CQ u_ 0^' -CU Cn -p W O C_ i C V .0 .� �&-P/� V) Q Q Z Z W J 0 CV "CJ G W C LA- 4-4 Y N � N aY tCais to 39 .. 41 Gin L c o 1W •M T Vl tin. L 10 q d w G�9 tins Cn E 0 (U ca > 0 O CL � U O Lan W L) CU m =3 < 0 L CIM LLJ C N Z Z Z Q J SHEET NO. PA 1.0� Florida Department of Business & Professional Regulation P.Q.a of Building Codes and Standards iM2022 Product Approval Application D4ltall Ape 2991 Entity or 100 � yx^ krr ,r Ilan Version Ile liftleYffi 92mm Enalfi r&Llmnea Validated By bM Dora DOMMI Velaltdeg 2a@mllag fBCAmmval Agdra)®g am Revision 20M Thrma-Tru Corporvaon at .. Jasperwn Lyal*n F. Schmidt P. E. Ryan J. King P.E. 10A7I2021 DOMSM21 10113r2021 12n672021 Approved Category; EKtarmr Doors (800) 843.7528 PE-43405 (913) 787fl566 SubCa Wrf. SWnging Exter)or Door Assemblies ejaspersorathermavu.00 Otmplisrtcs McMod: Evaluation Reportlrom a m Florida Registered Archeeot or a Uwnwd Florida Professional Engineer PLlmdet.nT PmdT PT Pfeiuedi a ¢,-X Product Model. Numbar or Nama Product iescnlraon Contract Ammvae EzWr*Wn Data fgr LJlee In Hvte Aoomkad Mr Use outside NVH2 imam Resistant Marling Bras ate 1 a Themnal Fiber.Clareio and Smooh-Star Nominal O&M.8&gruotNon-Irrparaquot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door (Inewing/Oulswing; Xwmfigurstlon) 2 b. Thermal Fiber -Clack and Smooth -Star Nominal 8&g*.S&gtiMNon-inmct&quot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Sin9la Door wdth acwk4(a) (InsrAnj#Outewirl XO, o)( at OXO ocaftureflona) 3 1 Thermci FlosdZisaic and Smootil Nominal Sal &gLiotNon-ImiSd&quot Opaque 12r3l/2022 No Yale No NIA Fiberglass Composite Edge Dribse Door vAm or Wthout Biddltss (IneWnglOutsn(ne; XXor C)= confqurationa) d d. Themes -Ton FibwrCimn and Smooth -Star Nominal 781 BquotNon-ImPacdquot Opaque 12r3ir2022 No Yes No NIA Composite Edge Fiberglass Seigle Door 5 a Themna-Tru Fiber -Clack and Smooth -Star pneWrlp/Oubvdnp; X oonRpurabon) Nominal T8u5o0 AquctNon-inpsbtaquot Opecus 1213112022 No Yes No WA a 1 Therms-7ru Fiber-Craso and Srnodth•Ster 7 S. Thor t TN Fiber-Cbssic and SYiooN•Str 8 h Thermal Fiber-Cresld and Smooth -fir 9 i. Therma-Tru Fiber -Choreic and Smoothl 10 J. Therma-Tru Flbar•CMaslc and Smooth-Sar 11 k Therma-Tru FberCiawio and Smoodi-Star 12 L Therma•Tru FiberLlawic and Smooth -Star 13 M. Tthame-T. FiberCal and Smoolh-Brr 14 n. ThrmaTru Fibr-Clssslo and Simt! Star 15 0. Therml Fibw.CM"ic and Smooth -Star 1e P. Thermai Flbar•Classo and Smocith•Ster 17 q. Therms-Tru Fiber-Cessic and Smooth -Star 1B r Therma-7ru Fhb*,Ckesic sand Smooth -Star 10 a Thsfmil Ton FlberClawk and Smooth -Star 20 t. Therma Tau Fiber-Crssr and Smoom•Srr 21 u. Theme -Tau Flber-Crwic and Smooth -Star 22 v, Thermal Fiber -Classic and Smooth -Star 23 w. TMrn a -Tau Fiber-Crsek and Srnowh•arr 24 K Thenne-Tru rilowClassic and Smooth•Star 25 yTherms-Tru Fbar-Clssslo and Smooth.F7ar 20 zTharrina l FibsrClassicand Smooth -Star 2 za. ma -Tau Fiber• wic St oath -Star 7 Ther qa and 28 m. Therma-Tau FIDer-C SSW and SmmmSter 20 zit ThemwTru Fibr-Classic and Snicrodh•Sta.r 30 zd Th ma -Tau Fiber -Ow c and Smooth -Star 31 ze. Therme-Tru Flbar-Claw)c and SmmthSrof Composite Edge Fiberglass Single Door with Sidegibil OnavAngfOurwii g. XO, OX or OXO configurations) Nominal 86a3e;0 aquothion-Impad8qu0t Opaque 12131r2022 No Yes No NIA Composite Edge Fiberglass Single Door Oren anglOutewror XcoMpquration) Nominal B&a30:0 &ctudtNon-Imprtagvct Opaque 121J112022 No Yes No NIA Composite Edge Fbwolw Single Door with Sidalba(s) Ons orolOutwMng; XO, OX a OXO mnfiguradlons) Nomhhal S&IIIII dquotNon-Impe t&quot Opaque 12131I2022 No Yes No NIA Cempea8a Edge Fiberglass Doubts Door Wth or Wthout Sidsiaa (InwmnWOLftMng; XX or OXXO configuatona) Nominal 690l&quotNo&Imp;Ka&quot Glazed 12131=2 No Yes No NIA Composite Edge Fiberglass Single Door (Ire winyOutewig; X omtiourstion) Nominal 8&n36;5&quothon•ImparBquot Glazed 1215112022 No yes No MIA Composite Edo* Flboglan Singk Door Wth Sbslda(s) (InsWnp/Outswfirl XO, OX or OXO configurations) Nominal 8&039;8&quotNon-ImPoc%Quot Gazed 1213112022 No Yes No N/A Composite Edge Fiberglass Double Door with or Without SldellW (In■Mng/OuWMng; XX or OXXO configurations) Nernst 7&a30;08quotNon-Impad&quot, Glazed 12131r2022 No Yes No NIA Composite Edge Fibaalw Single Door Onewing/Outswinp; X wdiglimbgn) NmnM17&0%;0&quothki-ImpeciAqud, Glazed 1231r= No Yee No NIA Composite Edge Fnbwglw Single Door with Sdellul OnsWng/0urwmg; XO, OX a OXO wnhgurabow) Nominal SAa36;0&qudkNon-Impsc&qubt Greed 12/31/2022 No Yw No NIA Composite Edge RWVIwa Single Door (IneWnwoubhov; X OOMigumuon) Nominal 81uK3B;0&qucdtNon-ImpK1i&qul Gazed 12/31r2022 No Yes N, NIA Composite Edge Fiberglass Single Door with Sideld.(s) (InswlrglChnvMng; X0. OX r OXO conegurabong) Nomnal 88,01 ;0&quokNon-Impactaqur; Gazed 12/31r2022 No Y66 No NIA Composite Edge Flemington Double Door Wm or ,Bunt aidelites (Inswing/Outievin0; XX or OXXO mnfigumbons) Nominal 88B39;8&tluotNon-Impec4&quot Opaque 12/31/2022 No Yes No NIA Composite Edge Fiberglass Sing r Door with Transom (InsW rg/0tdawnp; OIX mMguration) Nominal 6&e30;88quot;N9n-Impod&quot Opaque 12/31/2022 No Yes No NIA Compoaila Edgo Fibergiess Singh Door with Sidetill and Transom (Inewing/Oulawug: 0/XO. O/OX or OlOXO mhngumborks) NominalOLgM;Ogquot Non-Imp#OAquot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Single Dow Vieth Siddba(s) OnawdnglOulaWng; XO. OX or OXO Continuous Fred and Sit conligurstlone) Nominal Sak9V,0 AgootNon-Impad&quot Opaque 12t3t/2022 No Yes No NIA Composite Edge Fiberglass Single Dow with Sideibe(y Ons,4mWOLdwWng; XO. OX of OXO Continuous HOW and Sill corill abol Nominal B&e90;e&quotNon-ImWol&quot Glazed 12131/2022 No Yea No NIA Composite Edge costa lass Single Door VMh Sldettal Onswtngtovtawing; XO, OX or OXO Continuous Head and Sill configurations) Nominal 8illuil 0&gUM140m-pnpap&quot Glazed 12M1/2022 No Yes No N/A Composite Edge Flbero ass Single Door with Sidelke(s) (Insw ratoutawtrg; XO. OX or OXO Continuous HOW and Sill mnnguratorr) Nominal 611ig30;B &grotNondntpad&quoL Opaque 12)3112022 No Yes No WA Composite Edge Fiberglass Door Panels Wtl1 Vented addsa(s) OnsvingfOurwirg; XX XXX or XXXX configurations) Nominal B&a89,0 &glotNon-Impact&quot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Door Panels vft Vented Sideer(s) OnsYAng/Ouawig, XX )=or X3ooc configurations) Nominal Sill&quctNon-Impac&quot Glazed 12/31/2022 No Yss No NIA Composite Edge Fiberglass Door Panels VMK Vented Srd pileal O nswing/Outewnp; XX XXX or )0= ?!xAlourabons) Nomial8&g3P0&qumNon-IRVM&quoL Glazed 12rilt022 No Yes No WA Composite Edge Fiberglass Door Panels Win Vented goal&,(&) OnsVAnyOumwvV: XX, XXX or XXXX ccnnguntions) Nominal :8 Non•I cl& u I tl&di3B. 8qugt npa q of Glazed 1 l/2022 213 No Yes No WA Composite Edge Fiberglass; Single Dow with 3111101 Sidelte(a) OnweirolOurWrg; XO. OX a OXO configurations) Nominal5ae30;S&quothlon-Impel&quot Glazed 1V312022 No Yes No N/A Composite Edge Fiberglass Double Door will Uill Sidelines Onwering/Ourving; OXXO ocertsuration) Nominal 88ua39;0&quokNon-Impao%quob Glazed 12f3112022 No Yang No WA Composite Edge Fiberglass Single Door with Still Sldelko(s) (InassWnolOutow g; X0. OX of OXO con urat ion Nwe&a3B;0&quot.Non-Impad&qubt Glued 12/3lr2022 No Yw No NIA nnnal Composite Edge Fiberglass Double Dow wth 38ittl Sdelaas (I nswng/Outamire; OXXO connpuration) Nominal 7A959,0 AquokNon-ImpeofAquil Shaker 1Z312m No Yw No NIA Saes Oonposas Edge Glazed Fibergrm Singie Door with a without 1 ANW:2 Sidell praWng+OurwYg; X CX XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Pr oduct Approval Application Detail Pp pp 3/15/2022 FL#6259-R31 I1(e3, Ylfalon Manufacturer Contact Engineer& Validated By Validated Submitted Pending ARoroved Approved Revision 2020 POLYCLASS USA MauryAlpelt, License John W. 10/26/2020 10/22f2020 FBC 12115QO20 Category: Roofing S954233133OSmalper►®polyglass.wm Robert Nieminen Knezevich, PE AppCDYsI Subcategory: PE-591as (954)772.8224 11/01/202D Undenayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FL663694t31 Engineer Products &gRM mg Tor UAs Outside NIMZ pig �gp altQA Product Model, Nun*& or Name Product omcdatin ,y 1 Polyglass, Roof Undelayrnents Roaing undeelayments 10121I2022 No Yes WA +WA/-822.5 1 Polylyass Roof Undermyrown (HVHZ) PO mole" roof undereyments for use In FBC 12/2312023 Yes No WA WA HVHZ junedidiorla. 2 Poiniass Root Undertayments (non+Ivi-il Ptltyglass roof unden"emes, for use in 12r=2023 No Yes WA +WA/-522.0 1`80 non-HVHZ Jurisdictions. 1 Polyglass Roof UndeMyrnents (HVHZ) Poypplass roof undenagmeras for use In FBC 12.2V2023 Yes No WA WA HVHT jurisdictional. 2 Polyglass Roof Unde"aMs (non-HVHZ) "glass rod underlayments, for use In 12/23R023 No Yes WA +NW-em.5 FBC non-HVRZ jurisdictions. 1 PoI ■ Roo} Underie ants HVHZ' P lass roof undM arts for use in FBC1212312023 9s (HVHZ) AYm Polyglass ym alg Yes No WA WA HVHZ junWipliar. 2 Polyglass Roof Underlayments (non-HVHZ) P*ga ss razor underiaymerts,lor use In 12/23r2023 No Yes WA 4WA/-C125 FBC hun•HVHZ juAmdzAw lb. 1 Polyglass Roof Undeft"ents (HVHZ) PoNgioss roof undMaymertts for use in FBC12123r2023 Yes No WA WA HVHZ juriedictiaa. 2 Polydan Roof Undedayfnarits (mart -Hit Poyglass roof underloWents, for use In 1=3/2D43 No Yes WA +WA/-022.5 FBC non.HVHZ judadietlra. Flonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Debit Pee 2or2 36=3 MOM PUM a Sea &rA[bLg 11Me J2,t! Data P-dreg lit mm r�go MenufNWrr C*rleri wwbw a License y ooft4 Or Stakinalkid PK' Amovel Approved W. R.A.10. 2020 Mnbk Inc. Enn waldn ICC Event aeon Sal LLC ICC EVv u hcn S.,V:4. 01,031 12QQl O10I Approvad Calegiry: structural Carponento (9l SE4r 6&16 LLC fubCmgoil Tmes Plates ev:aldnOMi.eom (205) 699-9wo Compllance Method: Evsivaln Report from a FIgg IMA Product Evaluation Ently Pfoduch -. Anti Prod ct Yodel Irmbra ebm.Product 9MOLLAIMUM Description Conrad E."]-Dere AmrrWf un A-,,vw In ell outeld. far Uw HVHZ (peace( 2mim ) Pre -re 1 M18AHS 18 an. high strength ruse connector Nate. 1221fM4 Yes Yes NIA NIA 2 Mi&5N9 18 as. super high strength wee connector Pike 12I312o24 Y44 Yes MIA NIA 3 MI 1s 16 a.. Wes ccrmctor date 121312024 Yes Yes MIA WA 4 kill 14 W. high shssplh ww 4nn►aa Nate 1 Zf312024 Yes Yes NfA N/A 6 MT2DHB 20 ga. high sbenp hues connector plate 122120b1 Yea Yes NIA NJA 6 TLI* MTIS 1896. truss tanned. pletss 12212M4 Ye. Yee MIA Nil 7 TOO, M720 20 g. truss comes. pastes 12/312024 Yes Yes NIA NIA Fonda Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards Isi=1 Product Approval Application Detail PPr PP f. T aY3^`..�£ti4r .. `,'T:F]'.(37;:"•At+Ae d� F�s'','Y�:��41�,.��.Sh*�+t,�.'"nd: 16Rt.,'+� �, I• .�t,Y'sir"��2.`�.,�a'�f�'...�r5k�i°'t°:��x;51.'�r.;Y: �' Sett Dot, or ➢sit as Ded.9malm !t<t lire! Vt101M1 WOWaCIUL![ SanaM r6dnwALJmm YMMaML.a 3laUWtlawnaw fW.Awalevil r3pgOM son AWWlon 2020 PGTlndudH. Jena Roarrald Metal-Osde SCCO•CER Mi.M6O•de SQCO• VAL I1p52020 ti/05 020 11/1t/2020 Approl Cdea ill Wet dawti (941) 486-0100 (7e6) 315-2St0 ArbCatagarr. since Hung Ir000"kidpo ir4umocc Compliance Mahn: Cerdla6on All or Listing once PIp384t29�lrYl (a 9LWMLA� Away.d sir tMa Amraved fa Let.. k bm 21AM 4l41 PraAict Yoeet Naror w Mama g g(QU serrate emlrallm Or• in H outside HVIKZ 9*909 pressure. 2 small (Large uiade "Pad) Vnyl angle Hung Wlnda„ 07r3ill Yee Yak Yin WA Fonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I tit 11512001 Sags AoMLa Rs{a 2" th" Pan&- 20 2112 Vanjea N161deita carded stainerAUseraa Vdraleda Validated MACAW F&CAmmvd aYa@Jag It" Afar madoe 2020 PGT Mouorrs Jana Rb..& MomFDade OCCo -CER Mrm40oda SCCO-VAL IIMM20 11WIM20 11n1r2020 Apl Category: Wndwa (911)48&0100 (786)315-2590 aubCaNgery: Reed IraawaloQllDdlhduemee.e Compliance Method: Celliation Mark ce LI om FLM34 t!Ptaalatt guiWAtarukr4 Appeal for Uw Anal fin Less boat 2wm ini hodmf Yod@. lanber a None nINIZ 01"lb HVHZ ftnl.st Fasrrn 5 PW5520 fL.rp. MWIia Impact) Vinyl Fia.d Al 04M2025 Yes Yes Yes NIA Florida Department of Business & Professional Regulation page I ors Building Codas and Standards II1=l Product Approval Application Detail .1 _alLfi'��?x�,'D�° M"..�:,"'JY::.., t'n..,:i'.nfwd / s ..y.. [,.�"t".`,"k��....�.a�,.; ._:""t�:. �`�e,� '���'�t�°•+.,... .�� r2k mazer no 20 9111e Ise& VW- anamigum 221a Endnera Liwae IIKN M Xisdim MACAW LDQAmmffi Ag®ud mobs RWW. 2020 Janes Hardie Building Products. Inc. Chad Clacks V. Andrew Tan Jan southea, P.B. 011052021 12/142020 01A162021 ding FBC Anon Castel Pan@ Wells (0091545.83% PE-80112 (352) 387.2526 OOCa*gory: a011g ched.dterasels tar hard Compliance MnMC Evaluatin Report fan a a con Flan. Registered Architect or, . Licensed Florida Praesaen@ Engineer If IMlf e2Ae Produces Q almt.Assurgrecat. ArarovedforUss Addresses for Use Calls 2ldW 6edd Product Mod@. 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MJiMaI, A®r Use i31tt�.tilmi Raw" laaYln 1 He 166 inn and n.mge rrrm. 73421nsulatad Gess 02/182024 No Yee No •W55 Florida Depar girer t of Business & Professional Regulation P.O. 1 tit Building Codes and Standards IfJ= Product Approval Application Detail n�A ( tea n t� ^I N., .,-�•%'i�" . .. ._. rasa ingbca Dale a" nolzmam am an VtJaloD tlemtnpol cadent inolmaAlkmfe Yddll" Xd" d lsQmlpso F&CAmr11W Avarl ltMrY R.uelon 2020 MI Wits-, end Der. 8,.t emngw Luis R Lomas, RE sawn M upon, PG 100BI2020 10isil 0 101191 12MS2020 Approved Catagay: Wndews (717)366.3300 PE-62514 (717)317.6454 eubcetall Weal D1lempff�mWd.ean crnpllanw mood: Ewluatlan Report tan a Florida Rplshned Architect or a U-sed Florida Rotesill Engin.r e L%%3aL Mu(te y(WeLdgy7asa Aatrauadrer u.a Am2ndrau.. jmmst SAMMl AMA w-sar,aireer.trmbeir-He- Product Description raOMtl'1@�It6�lt 1,NVli fh&9�L assbakes B7ilu9l 2 5784 Vertical Aluminum Mulkon 12212024 No Yas Yes WA Fonds Department of Business & Professional Regulation page 2d2 Building Codes and Standards De2021 Product Approval Application Detail r,ma ITS apt $& Daepatiam 29t mm v,*- )aglgggim grated brdrew AUermy@rdedall Xdw" &to" FRCAmnm AAoLakm EAUM Rewlton 2020 Al.ds Nick Thompson Lyndon P. Erhmid, P E Ryon J King,P.E OZIIWZ21 02/15=21 rT2I272021 04113/7021 AOpralad caagery: Panel Walk (330) 924.23a9 PE-43409 1513) 761A5M avbed.gary: sofas mhanp.onaaNid. Centime Method: EVatuenon Report from a Flodde ReglelaredIA.Itlted we Licensed Florida Professional Engineer PLMSZrA41SPratudt QuWKA,- Amnwdf-that Aneraval fix Lk, mg61 gains Al Product Moth MmDr or Mery product 06-momon Contrast ppprdrn ode in MVNz outside MVN2 Awwre heswn 1 a. &qu1X2T&qud: Bra Vent or Sdr Vinyl Sore 12I31t2023 into Yes No WA 2 b. AWnt,41 cos T46,qud; soffit Vent or Bold Vinyl aria 171312023 No Yes No NIA 3 0. &h(ud;G40POrW V1Mes* B*ed"ILI : Soon Vent a Sold Vinyl Bork 12/31=3 No Yes Nu NIA 4 d. 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VAo with Sable for Tie 28 ge. deft roof vessel with bate OM21Ae Yes Yes NIA WA 2 TAMKO Rod Undriayments (NON-HVyQ) Rodunddayril for uef in FSC non-I4VFQ 08292023 No Yae Nos WA 2 TAMC , Gooseneck Vent 26 as. oemom No Yes NM .0A525 jgl9dmms. 3 TAMCO 01FRIOge Rod Vent Mrs afb 20 ga. stwc roofvetarra with Integrated 091082026 Yes Yes NIA WA 4 TAMCO Round Top Oft -Ridge Vac kith Belle for Tile 20 ga. daft mfvonbwa wlth baffle ODIM028 Yes Yes NIA MIA Florida Department of Buslins" I Professional Regulation paged ofI Bullring Coda and standards wmzl Product Approval Application Detail �,4P.F�i1��."'�u•'-?7'�" sit' � .& 's:,...a�"..`4rd��LrYi'�7A•'y7:lit7�`�STiV'3���. T : "M'TM"rx�'ip'AA tie`kin,m51�'�rl@.Fa4'Y��d5�r5'��i�7^1'.'�'4.- �,:..d .. .Y,'�^� Q3�� , i' f� Y f.,.v�."r"3`y"��yrs,,,, .. __. +•F` s191. �� � �'RS�riAix.ii,Y'i.Jl�i-.,._ raft rrAb!r oaf no Dab Pod 2f &a Vtotn mmnoum ral" FDMOfer.LLIGMAl YSIMOoc )rdaeafg swml= fticAednev@ AORMZI9 alas R-mon 2020 Lomanm Karim J@iay James L Budma. P.E. sewn M. Union. PE I InSFA20 I I23a2020 li&94020 tend FBC Appr• Category. Roane subcategory: Roesng Accessories that we an (501)"314193 PE-31242 (717)317.0454 10e1fy@kmFm con 1 Magnl Pan drone Rasing Syd*m ConWIM mMamod:EV@uslbn Repel kern. Flrrid s Registered Architect or a Licen tied Florida Praaslona Enaner AMA PFodst Midi Numb« or Name 9uli1y.&nw[ & amigLAmiko g rQgkktzmaunno Approved for Use Approved for Use lmwd Dealon in MVMZ z mist" Pt- -I Dell DA-4 w TRHBi ll Dad -Air DA-4 Lea Press Pohonop lam. Plastic, Rod Vent 12110IM5 No Yes No 497.9-87.5 Mechanically Aesohed to Pyalmtl Deck, Florida Department of Business & Professional Regulation Page I to I Building Codes and Standards Ir5M22 Product Approval Application Detail %gd4 matiwor 2ua let Date liberation 20 TypeVMalon Man U140tUrter Cci Ill at Engineer A Ltdea3e Validated By Validated I&UbmMad FBC Aporowl ADDmYW Atatua Rwision 2020 All American Shutters and GInes Mks Barbieri Frank L. Senro rdo, P.E Troy Blshot,. P. R. 1012812D20 10/1512020 111=2020 12r UM20 Apprtered Catapory: Shutters (581) 712•11852 PE43046549 (954) 947-0850 Bubc~ry: Storm Panels mikabCairmerkanshu5e Compliance MSM*d: Evaluation Report from re.mm Fiords Registered ArohMU Or a Loaned Florida Professional Engineer Plat 7BOFRb Products §KX Product Modal, Number "Name t3uality Asauranct Product Dewriatim centres F40irsg9n Ammyed for Use AmmvW for Ulss )mom Design Data In HVMZ oWMN HVNz Resolution[ Pressure 1 249a Galvanized Steel Storm PeneM 249a Galvanized Steel Storm Panals 12/312022 Yes Yes Yes WA Florida Department of Business & Professional Regulation Pap 1 01 Building Cocks and Standards will Product Approval Application Detall 'f J. 2291 eatyor Dot Dtt ltlltLmdm tat I�Ma a Xl= ors g am 22= 23WasffilWm Validated IN YAWM awmwua ERL820 l A®mtff 11Mta Revision 2020 Weyinh-cer Rob Bkol ICC Saivism Serving, LLC 1. tell-, P. IS 02,02=1 101132020 D2/03f2021 Apprae0 Category- Structures Components SuliCaurrill Engineered Lumber (253)024-8476 (6w)8 ill RchartB.M.4n®hvsyerne CwpemeeMdhod: Evaluation RO W Imam a co., can product Ew1u l Entity Ftism IN1 pnl2ml Awaked sir Use Amoral tor Ufa LM219 Rim l Redd Nadel Nurhbr a Name Produd,g)yg(lnftn hRm out" 14VHZ R,,idot F1suNa 1 secrdlam LVL 2 Prdnm Psl 3 Trnberarand Let 4 TJ RIM Board I.-drt d Vrorerlumba - 03)312023 re lMl stand Lumber 031312023 Laminated %*ad Lumber 03/3l2023 Murdunl Composite Lumber or alnted strand 03/312023 No Yea N/A WA No Yes N/A NIA No Yes N/A WA No Yes WA WA 5 Weyerhaeuser Al. Bars board RI Bard dieted Brand Board RIM Bard 0"lam No Yes NIA WA Florida Department of Business & Professional Regulation Page d5 Building Coda and Standards t 72021 Product Approval Application Detall gage lglmca 212 gat 2&UNMm ass ]tea, versionp Manufacturer mists meek, -A 1.1- Validated a. Vf wwd MACAW FeCAmmvd aEMglMg a" R.siaon 2D20 Baal Rooting Maw- Robin IAPNO Uniferm EvaNsbcn Gary W. Wanks 1lm=20 111022020 11105r2020 Appro..d Cangwy' Roams (001)300.6001 Sermeas LLC (205) Sate-0160 a,bCsi pIrr. Roane TlW RarnMoeMonQDael.m C4mpllarvJ Method: EValudlon Repot mom a re Product &Wall Entity F( GWm aaMtmg Aaemvadfr Wit Awrlwed far this boad 2WM a d@ald HVMZambm is anY - STa m. BMts, Country Y@a. wit Old lenyiM Flat e - U mm, CO 17/312010 N. eras NIA WAS natty weep; enpad 17 SMmy 900- Skis Shake Aamp; Split Shake Flat Rao-$Widon, CA 12/31=20 No Yes NIA WA 18 Sal $00- Sleet, Shake Aarl Split Shake Flat Rdl.-Risk., CA 12t31=0 No yes NM WA 19 Seamy 7M- Shake. stets damp: Stilt Shake Flat Ill - Stockhm, CA 42)312020 No Yee NIA NIA 20 seating 7m-ahek., Blda temp; $Olt Shake Fiat Prato - Rleao CA 121312020 No Yes NX WA 27 7ges spina / aaralona High Pi - Katy, TX 121`312020 No Yee NIA N/A 25 Vlll. Les Prdaa • Katy. TX 1213112020 No Yes NIA MIA Florida Department of Business & Pro}aaloml Regulation P.O. I tit BLllding Codes and Stands rds If7202I Product Approval Application Detail gok llatlaLa silt 2t Da4.@fDam 2M AN yeralgp moloom gas" EGA XIUA@d . ygt(IF(gp Magilad FBCAmavd Agialays9 J" Revialn 2D20 Alpine sued I.swle ICC 6valudim 61 LLC Wlsrn M. Ralln. PE 10131020 1OJ22r2(Y10 11,05202D 11r052020 APPmved Caresser. Structural Components (321) 710-3377 (4071681.1917 OArCategary', True PI.I. dewialitelpnetw.mm Conplianee Yelh.& EWualion Report tan a Product EWuation En9fy FLrgglA7Rectum guualav Assurance Asroved for the Amswd frouris t net ma )2apg( that Redllt Model. Nultior Or bkM* Aga catrad mcomim 021 InHV14Z outside IMa allist" P1!'wets I ITW SC43#M- Higher 9b.nA III a.mp: 8) hil l Connector Plat. 12/312024 Yes Yet NM NIA 2 ITW 80GAW. Helps Fide Merl Connector Pad* I21312024 Yes Yes NIA NIA 3 ITW SC( "ne Truck Motel Connector Prl* 12/312024 Yee Yes WA NM 4 ITW aCG/Asx. Wow Merl Contractor Piate 1203112024 Yes Yes NIA NJA Flonds Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Feettil W a12021 229 &Ahtor A* Plte AdLbeftdg dal! mm Vented NaWagage canted seminal Lkm e v uddad ate Ywiwsd MAMLatg I,GaEa®d J'toamml Abba Ammati*n 2020 Alpha Aluminum, Inc. 40" Save Luis R. Lomas aevan M. Urkh. PE 110162020 11/1&Q020 112WJ020 APPrond Counsel Par Wells (401)) WO-2006 PE-62614 (7171 317-8454 Sul Catspory: Saba .Ilh.drrsnummcey.ho CdlWIWO aethod: Evaluation Report tom a d.edm Fords Reg)slred Archttect we Uona•d Florida Professional Enc$ r Product Yodel. Nuuibw or Mama atd6lallff! AllrohNdfaUse Approved fa f ate E-1,allm Darin KVMZ clutaide wvwz Us* Jmppg( J 21Afmn + Alpha Aluminum Sold hemp: Vented Aluminum 4OmV Alpha Aluminum adY&anp: Versed Numnum 07I302023 No Yes No WA CMU Asmp: Wood all Char Aenp; Wood 221b MOM Vsslm nomagm RanAS10n 2020 MI Vernal Doors Caepdy: Waldm OaCapal• Fixed Cary)Inw Method: CetrK.6. AYec a Listing >tega� PrmlKt nodal. Nhmbr w Irrr@ I 1e8 PW Florida Department of Business & Professional Regulation Building Codes and Standards Product Application Detail Approval pose 1 d 2 IISf2021 lN&YR a" 151E OmPmdm Dot 91VA EndnerA Ller ore kmodom VNW" DAWIMW FAC Amravd himam RAU W. Slingr, American Architectural Sl M uim, PE I12212020 t 1222020 112a2020 APFrovad (117:315-3300 Mmuiaclu ill Association 1717)31741454 bwnwr®mred.can >iWIpLArMreml aaaMaafaan ANKondfatW Imam Room $f7MaL2�rsYk0 ggOklLL0.11111111 laiJmi outs WAU &eWaaa frvasuris 731721nWet.d Gees 04/032023 No Yee No •801.60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datali Page 1 of 1 sltt12021 . ,. go Film L ➢a& 20 D.f.emdm gilt lYa Version 1Manufacturer c9ded amre r A came VAIMM*d By Vmam MACAW Ill Awroy l Approved ltdM ARWMMbn 2020 PGT Industries Jma Rosawakl MOM -Dude 81 CER MaM-Oede OCCO - VAL I Ig8J2D2o 110=20 11n 1/202o Appro.W Catogogn Who- (941) 480-0100 (786) 315-29W BLOCSOacry: korlon4 lrmmklGpotindusmeo.o Cwollriea Mdhod: Cartar:.tlon Mork or Lhnng on, Ftlew4kUProa@r 2Mdb U93M Amrev.d for Uu Amravadfa Usm IMMIL 219M aM6 Product Mod@. tamer« Memo Product Ciscription Comadmmti tian2a In ll D"CbjQVKZ libew Pm i MILO- for All Dora and Wlndoes Aluminum WI" 015/287202e Y. Yes Yee WA Foonds Department of Business & Professional Regulation Page 3 r4 Building Codes and Standards 3AM3 Product Approval Application Detail 4 ^^A 1 Sage Bdlbtst Dale ➢ore laws Pa■.ap QRe MUM MM wed mAwdimum !Vaitlitlae VaiiWed SAMM FMCAgBLMA AgBlang Iit1pM R.-Ad MIN OAF Michael %on ROW MMinen John W. KnezMm, PE 12MSI 12h72022 12202022 02/072023 Appeal Category: Roane IWO) 76&3411 PE5Bt8a 1934) TT2.6224 aubCagWry: AMM.t8hinOes imlliftioloO corn CenhpllrNe USM*d: EvaluMrn Re11rt from a Florid. Reglets edArchrecl a a Uansal Florida Prdesetcn.l Endnar FL,Kttad4wprodum h MKt Modal termer r net sit. QMWUAUUMM Amaral Far Soft Approved sir Itse lmow Design lml Oo�tlaticn Sgmr�dratimDot InMVMZ outmcb HVKZ staaat Pressing. 1 OAF Asphalt Rmf en maw for use In FBC non-HVHZ Fiberglass nlmorced 34ob, stringed, 5-tab and 121162025 No Yes NIA N/A jurisdiction. rankle asphalt shingles, Florida Department of Business & Professional Regulation paps dI Building Codes and Standards IAYM21 Product Approval Application Detail 54:. a A)'ah" net +T. +. -'r - - ,r;/ z •tyr.'ti `�' r s- (f. Syr, �a�,��;;rl?�C�J'���',,'a�.iw',�,':+:u . ,, .�,�I 4�`%L�a'"�i�"� e��'���,:'�;��•;� "�....• u� :!;��.. x$`� J"��'r`�i'r .,, a Seffi snow W 211 an ClPmdm 2" $alp& Version MlnafsKlur.r c w BaMw A uce°w VOM@•d sir Validated 41.41MR100 PeCAmmvd Approed 1.lpM Re14d*n 2020 Florida Mite Prduots Inc. Clam Jones James L Bucket. P.E.Q St4vah M, Until. PE 0s272020 0025=20 10042020 1211(112020 Approv d Cdrgery: Reding (904) 7=.Wo CRUCK Engmearng (717) 3114464 eubCd.eery: Rating Aecsswnss Mal are an drkpl6•meo.eom PE-31242 Integral Pon of the Roane system Conpll*fo. Method: &WWO n Report from e Florida Registered Moldiest or o Uce e.d Florida Professional Englnw, FLAhbl 2 *odald& g�p,A{al( Amrawd IN LOW Approval for Liss 11CM 21MM Ml lause 2kW42in a ANIYtl8�Plasmas 3O Ridge V4d6alALminuVolsfer pltMalrohfabriard 1213� bYWA from 0.ON Aluminum Qk BM )anion MrArfwdu= Reweon 2020 Gdbel Protection Products. LLC. Cd4gry: Ehutten OniColsgary: ham Paned Cahpskr@• M.IIMd: enhisfien Repo tom a Florida Ft"i lWmtlAreit d a o Licensed Fordo Professional Engineer PlL(11)Jw"4 Preame last 1 20 Gaga GWwnkW $fall Norm P.,W MVNZ 2 24 Gage Galvanized Steel &arm PenelsINHVH2 Florida Department of Busing & Professional Regulation P.*.I dI Building Codes and Standards 3e2621 Product Approval Application Detail v y . yH:y5!. e a a• i�r', :u _ `Y Y:1tln ,dos .a ..r...11.r�.,. E=v or rifts ass dim 1]at Coul fnanwr.klkamm laedam By Milo" awwhmw PaCAmrova Among MUM Tim Robinson V.MNrA PM Jr P.E John W. Knezevkh, PE O OU420 b"Orom 10)OW020 t2nSQD20 ADaarod (9641 OW7545 PE-Nt67 (6541772-6224 tim.ratan-agppni.m in ar•T1t Corrugated Galvanized sleet Storm Panels retained I2GI20M Yes Yes Yes WA W and by beds to panda lwmane protection. Carmel Galvanized Beet aorta Pamsie retained 1213I2023 No Yes Yea WA or tar by racks to povla hurricane protection. Fiance Department Of Business & Professional Regulation panel of Building Codes and Standards II72021 Product Approval Application Detail ' �a ��TG'.. � . , .. ka+•�7':,+a'Aq��W* .� : °'Vera I'1 ..X'7:;1'G .�., 1 vo.�.. .. n'. d ,h raft sanz.4[ gat am Om Pardon Dale ]age XKWM Ntnuhclurr gas" amk2KAIUMM Vdrddad ate Vdw" Ia umd FBC AopmvY addressed Sam R.,im. 2D20 Commadal Concrete Produms.1l Robert 011la Samufl A Oresnberg John Hoy IzMa2020 1211vn20 12r WC20 ding FSC Am, Cacpory: Snatral Ca ponents (81 S) 650-3707 PE-34246 (352) 5H-5311 aubOdogory: Produces Introduced a. a Result of Pnewgeterayahoo.00m N sit TOOmping , Conpllanoe Method: Evaluation Report Ban a Florida Registered A,.hW a . Um.d Florid. Pretensions! Engines EkttuAgLaom $a m AMiLln Aa mmda lu ARRMM to um kUM9 219M figa prodm owellatim goy In NVHZ Ou WdP HVM Btu fosse In 1 Quietly Pre.@ or Commander Concrete Praduch Procter and Restraaxd Concrete While 05/252024 No Yes NIA WA March 6, 2023 -6-0 N N O O t6- .� CU -a - U) Al Mel O O Oca. O W C CIO C 0 Ill CU CD O ^0' oel 0 /CD- `Cn y 1 �e.e /w/ V� ii .- //-6^-lefA cn i.i. eri O N / C" � Y C2. C@rs CC K C w C3. M CP d N ^� x W a7 v ca �sco CO to yk a� C O Ira Z O E �F Cn CU CC > 0 L- a CL O L W CV Deal O CU Uj `^ Z z J Z Q J SHEET NO. 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Number or Name Product Desorption 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 1/4" diameter Titsh stainless steel masonry screw F09589-R6 gea x Product Modal. Number air Norma Product Descriotlon 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112. $09212, 9010112, SDIO212 Strong -Drive SO Connector Screw 3 SD9112SS, S09212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SOCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858. SOCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SUCP271400 6 SDHR27400, SDHR27614, SDHR31400. SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112. SDS25134, EDS25200, SDS25212, SD625300, SDS25312, SDS25417 Strong -Drive SDS Heavy -Duty Connector Screw SOS255M SDS25OOO. SDS25800 8 SDS25112SS, SOS25200SS, SDS25212SS, SDS253OOSS. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FLhtrt0007-RB fial Product Model. Number air Nama Product Description 1 ATR318, ATR1JZ ATR5/8, ATR314 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP112, BP1/2-3, BP5/8.2, B135/8.3, BPX4, BP314-3, BPRTU03.4 Bearing Plates 4 CNW318, CNW112, CNIW5/8, CNW3/4, CNW5/8-1/2, CNW314-5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUD66.. CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUDOT Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, N5, NO Heavy Hex Nuts 7 RTUD3, RTUD38, RTUD4, RTUD48, RTUD5, RTUDB, RTUD7, RTUDB Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tedown System 11 URS4 112" Uplift Rod Run Tledown System 12 URSS 518" Uplift Rod Run Tiedown System 13 URS6 314" Uplih Rod Run TedownSystem F1.910441-R8 sea x Product Model. Numbar or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC10Y22 Holt -down 3 H008, HHD011, HHDO14 Hold-down 4 HOU2, HOU4 HDU5, HOU8, HOW1, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8. LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -stye purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -stye purfin anchor ID PAII8, PA123. PA128, PA135 Strap -style purlin anchor 11 STHD10, STHD10RJ Strap -style hold -dawn 12 STHD14. STHDI4RJ Strap -stye hold-down WIR11IM-41?Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/=O For dreot Inks to all 881'approvals Isted below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA), CL iirK HIRE, 21 LB series hangers Top flange hangers available in width of 1-9/1e" and heights ranging from 5-318" to 15-10. 22 LBAZ series hangers Top flange hangers available in width of 1.9116" and heights ranging from 9.3118" ta 13-1/8" 23 LEG3, LEG5, LEG7 series hangars Top flange hangers available In widths ranging from 3-1/4" to 6- 7/8" and heights ranging from 9" to 33-1/2'. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 7/8" and heights ranging from 9" to 32-1I7' 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 1/8" and heights ranging from 9-1/4" to 24" 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from33f6" to7.118" 27 RR Ridge rafter connector 28 WP sores hangers Top flange hangers available in widths ranging from 1-9118" to 7- 1/8" and heights ranging 9-114'ro $2". FL#10660-R3 adiii Product Model. Number or Name 1 ABA".ABA44R,ASA46,ABA46R.ABA86:ABA86R 2 ABLI ABU44R, ABU46, ABU41 ABU5.5, ABU5.6, ABU65, ABU66, A13U66R. ABU88, ABU88R, ASU1010. ABU1010R. ASU1212, ABU1212R 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABWe6Z. ABW66RZ, ASW7.7 4 AC4, AC4R, ACE4, ACB, ACBR, ACE6 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2.24 SC52-3/6 6 C944, CB48, C1348, CB68, CB88 7 C85044-SDS2, CBSQ48-SDS2. CBSQ86-SDS2. CBS086-SDS2, CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCQSDS2.5, EC0QSDS23 Series 10 CPT44Z, CPT86Z, CPT88Z 11 EPB44A, EPB44, EPB46, EPB66 12 EPS4Z 13 LCB44, LCB66 14 LPC42,LPCBZ 15 MPB44Z, MPSWZ, MP988Z 15 PB44, PB44R, PB46, PSW, PB66R 17 PBS44A,PBS46.PBS88 1B PBVi PBV10 19 P044-18, PC48.18, PC48-18, PC84-16, PC55-18. EPC44-16. EPC48-16, EPC48-18, EPC64-18, EPCBB-18 20 PC4Z. PC4RZ, PCBZ, PCBRZ, PC8Z, PC81RZ: EPC4Z, EPC4RZ, EPC8Z, EPCBRZ_ EPC8Z EPC8RZ 21 PPB44-4Z.PFB446Z 22 RPBZ FL#10866-RS §(J Product Model, Numberor Name 1 FJA, FSA 2 FRFP 3 GH46-6, GH48-8, GH48.6, GH48-8, GH410-e, GH410-8. GH66.8, GH86-6, GH68.6, GH86- 8,GH610 ,CHOID-8 4 GLB5A, GLB58, GL85C, GLB50, GL87A, GLB76, GLB7C, GLB7D 5 GLST512, GBLT812, GLBT516, GBLT816, GLBT520, GBLT620 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT-2, HGT-3, HOT-4 8 UFP1OSDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Baas Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column cape with W1 ranging from 3.114" to 9-17 and W2 ranging from 3-5/8" to 7-1/2" Screwed column caps with W1 ranging from 3-1/4" to 9.112' and W2 ranging from 3518" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Bass Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Bass Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Harper Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Beanng Plate Heavy Girder T'iedown UndversaIFoundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products p 9 pp Far direct Inks to all SST approvals listed below. CLICK HERE. d n For additional Inralrrnatl0n regarding Florida's 8telewltle Product Approval Systemand Maml-Da a County Updated 12130/2020 P stet N of CLICK HERE stripe Acceptance (NON. FL#1D446-R6 Sea N Product Modal. Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4. APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 3 AP844. APB44R, APV886, APB86R, APB88, APB88R, APB1010. APB101 DR, APVB44, Outdoor Accents Post Bows APVB44R,APVB66.APVB66R,APVB88,APVB88R,APV81010,ARV81DIOR 4 APDJT24, APDJT2R-4, APDJT2-5, APDJT2R-8, APVDJT24, APVDJT2R-4, APVDJT2-6, Outdoor Aocerits Deck Joist Ties APVDJT2R-8 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4. APL8, APT4, APT6, APVL4, APVLB, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CST2Z. CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 H2A, H2.5T, H84 H10A-2, H1 OS, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 K13S1Z Knee -Brace Stabilizer 20 1-30, L50, L70. L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ2812, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skevwble Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, IvIl ML28Z, ML2107 Angles 28 MMH8 Root Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2. MMLU210, MMLUI211, MMLL I39, MMLU1311 Face -Mount Hangars 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, OTC. HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Stiffener Clips FLfM 0447-R5 Sea # Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3, DSC5RSDS3. DSC5L-SDS3 3 GBC 4 HCP1,81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2. HHRC4f1.81, HHRC44, HHRC5.2513.25, HHRC5.37/3.1Z HHRC86 e HRG1.81, HRC22 7 LRU28, LRU28, LRU210, LRU212 8 LSU28,LSSLI LSSU210 9 TBE4,TBE6 10 TC24 TC28.TC28 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, THAC422. THA428. THA422-2, THA428-2 12 THAI1.81/22, THAl2.06122, THAI2.1122, THA1222. THA1322, THAI3522; THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR • Simpson Strong -Tie W20 FBC Approved Products EmFor direct Inks to all SST approvals listed belew, For additional Irnformabot regarding Flofldaa Statewide Product Approval System and Mami-0sde County updated 12/30I2020 Notice or Acceptance (NOA), CLICK HERE. FLS1o466-R8 ,AW Product Model. Number or Name Product Description 1 BT, BTB, BTH Brick Ties 2 CMST12; CMST14, CMSTCIB Coiled Straps 3 CS14, CS18, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 6 CTS218 Compression/Tension Strap 8 DSP, SSP, TSP Stud to Plate tie 7 H1, H10A, H2.5A, H3, H6, H7Z, H18, HIOS, 1-116-2, H16.2S Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderT"redown 9 HS24 Hurricane Tie 10 HSS2-SDS1.5. HSS2.2-SDS3, HSS2.3SDS3, HSS4SDS3 Heavy Stud Shoe 11 HST21 HST3.. HST5, HSTB Straight Straps 12 HTS16. HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQI6KTZ. HTS020KTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9. LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LST149, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 LightTwlstStrap 19 MGT Medium GliderTiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15. MSTAI8, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC88, MSTC78 Straight Straps 23 MSTC4883, MSTC66133 Pre -Bent Straps 24 MSTI26, MST136, MSTI48, MSTI80, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium TwlatStrap 28 NCA2x10.12, NCA2X12-12, NCA2x6.18, NCA200-18, NCA202-le Bridging 27 RCW812, RCWB14 Wall Bracing 28 RPS16, RP522, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1. SP2, SP4. SPB, SP8 Stud Plate To 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 32 SS1.5, S82.5, SS3, SS4.5 Stud Shoe 33 ST9, ST12, ST1 B. ST22, ST292, ST2122, ST2115, ST2215, STO215, ST8224, ST0236 Straight Straps 34 TB20, TB27, TB3Q TB38, TB42, TB48. TB54, TB58, T1360 Tension Bridging 35 TW810, TV/1312, TW614 Wall Bracing 36 VGT, VGTR, VGTL Venable Pitch Girder Tiedown 37 WB106, WBIOOC, W6126, WB128C, WB143C Wall Bracing Fi6oT Product Description 1 CBH2.37x5.5, CBH2 37x7 63, CBH2.37x975 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hp Corner Plate 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50•SOS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hp Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU550-SDS. HHGU5.62-SDS. HHGU70049DS, HHGU725-SDS. Light SlopeablelSkewable U Hanger HHGU9,OOSDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUW, HHUS410, HHUS5.50110, Truss Clip HHUS7.25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 6 HTU26, HTU28, HTU210, HTU26-2, HTU28.2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.81/9-SDS, HUC01.81/11SDS. HUCQ210.2SDS, HUCO210-3SDS, HUCQ310- SDS, HUC0410-SDS, HUCQ412-SDS, HUCQ5 25J9SDS, HUCQ5.25/11-SDS, HUCQ610- SDS, HUCQ612 SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 125WM0 For died Inks to all SST approvals piled below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice d Acceptance INCA), CLICK HERE, FL#114WR5 AW Produot Model, NUMber or Name Product Description f HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCO210-3-SDS, HUC0310-SOS Joist Hanger 4 THGB2, THG83, THGBH2, THGBH3. THGBH4 Joist Hanger 5 THGQ2.SDS3, THGQ3SDS4 5, THGQH2SDS3, THGQH3SDS4 5, THGQH4SOS8 Joist Hangar 6 THGW3-3, THGW3-4, THGW4-3, THOW44 Joist Hanger FL#11473-R5 JW Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H18, H18S, H18-2. H18-2S Hurricane Tie 4 HETA12, HETAI6, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 1 HETAL/B, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETA16, HHETA20- HHETA24, HHETA4D Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Toclown 9 1 Lateral Truss Anchor 10 META12, META16, METAIB, META20, META24 META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM140, MSTCM80 Strap Tie for Masonry 12 MTSM18, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#11496-R5 spa # Product Modal. Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Bolted Hoedowns 3 HD3B, HD58, HD78, HD98 Bolted Hokowns 4 HTT4, HITS, HTTS-314 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#13626-R5 Product Model. Number or Nama Product Description 1 SB5f8x24, SB7f8x24, S61x30 SS Anchor Boles 2 SSTB16. SSTB20, SSTB24, SSTB28, SSTB34, SSTB36. SSTBI6L, SSTB20L, SSTB24L, SSTB Anchor Bolts SSTB28L FL1a13872-R4 W it Product Model. Number or Name Product Description 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS16, CS20, CS22 Coiled Straps 2 HFi HRS8, HRS12, FHAB, FHA9, FHAl2, FHA18. FHA24, FHA30, MSTI26, MST136, Straps 97 mil (12 go) MSTI484 MSTI60, MSTI72, SlMST27, S1MST37, SIMST48 3 HTS116, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Strops 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21. LSTA24, ST292. ST2122, ST2116, ST2215 Straps 33 mil (20 go) 6 LSUSH3.25; SUBH3.25, MSUSH3.25 Bridging Connector 7 LTP5 Lateral Tie Plate 8 LTS12, LTS16, LTS18, LTS20 LghtTwistStraps 9 MSTA30, MSTA36, ST6215, ST8224, ST9, ST12, ST18, ST22, MSTC28, MSTC40. MSTC52 Straps 54 mil (16 go) 10 MSTO86, MSTC78, STS236 Straps e8 mil 14 go) 11 MTS12, MTS1a, MTS18. MTS20. MTS30, MTS24C, MTS30C Medium Twist Straps 12 S/81.58, SIB1.81, S182.06, 8162.37, S/82.5% S/82.68, S183.12, SJ03.56, SIB3.62, SIB4.06, Top Flange Joist Hangers S/84.12, SIB4 8, SIB4.75, SJ65.50 13 S/BA2.1X8, SIBA2.12/10, SIBA2.12112, SIBA2.12/14, SdBA4,18/8. S1BA4.18/10, Top Flange Joist Hangers S/6A4.18/12, S/BA4.18/14 14 S/H1A Hurricane Tie 15 S/HD8S, SIH08B, SIHDIOS, S/HD108, S/HD15S, S/HD15B Holdowns 16 S/HDU4, SfHDU6, S1HDU8, S/HOU1I Holdowns 17 SIJCT. S/HJCT Joist Hangers PMduot Description Concealed hangers Faoe-mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/16" to 3-9M8" and heights ranging from 9.118" to 23-15118". Face -mount hangers Face -mount hangers available in widths ranging from 1.5/8" to 7- 318" and heights ranging from 5-5/1V to 12.7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in width& ranging from 3- 1/8" to 5-I/8" and heights ranging from 4-314" to 16-314". Concealed flange version (HSURC, HSULC) available for all double 2X and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1.9118" to 7- 1/2" and heights ranging from 2-718" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greater than 2-9116" Face -mount hangers OEM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For duct Inks to all SST approvals Isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and MamDade County NoWe d Acceptance MCA), COCK HERE. 18 SILBV1.56, S1LSV1.81, SILBV2.06, S1LBV2.37, S1LBV2.58, SILBV2.68, S/LSV3.12, Top Flange Joist Hangers S/LBV3 58. SILBV3.62, VLBV4.06, SILBV4,12, S/LBV4.28, S/LBV4.75, SILBV5.50 19 S/LTT20, S/DTT2Z, S/HTT14. HTT4, HTT5 Holdowns 20 S/MSTOO, S/MST72 Straps 1110 mil (10 ga) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Sad Plats Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#I3904-R5 i&LIN Product Modal. Number or Name 1 CCQM3.82-SOSHOG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTQM4.82-SDSG, CCTQM5.50-SDSG, CCCQM3.82-SDSG. CCCQM462-SDSG, CCCQM5.50-SDSG 2 ECCLQM3.62G4 7. ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.82G-KT, ECCLLQMD5 500-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- KT, ECCLROM05.50G-KT 3 HGUM5.25. HGUM5.50, HGUMTOO, HGUM7.25. HGUM9.00 4 LGUM26.2, LGUM26-3, LGUM28.4, LGUM28.2. LGUM28.3. LGUM2&4, LGUM210-2, LGUM210.3. LGUM210-4, LGUM48, LGUM48, LGUM410 5 MBHA3.1219 25, MBHA312/11 25, MBHA3.56f7.25, MBHA3.56/9.25, MBHA358/11.25, MBHA3.68/11,88, MBHA3,56114, MBHA356/16, MBHA3.SSM8. MBHA5.60/7.25. MBHA5.50/9.25, MBHA550/11 25, MSHA5.50111 88 MBHA5.50114, MBHA5.5WO, MBHA5.50/18 6 MBHU3.56/9.25, MBHU3.56/11.25, MSHU3.5e/11.88. MBHU3.56114, MSHU3.56/16, MBHU3.56/18, MBHU6501925, MBHU550/11.25, MBHU5.60111.88, MBHU550/14, M8HU5 50116, MBHU5.50118 FL#I3976-RO Soo If Product Model, Num bar or Name 1 SDM2300, SOW22338, SDW22438, SDW22458, SDW22500: SOW22000: SDW22638, SDW22834 2 SDWCIS450 SDWC15600 3 SDWHID300DR SDWH1Q400D8, SDWH19600DB, SOWH19800DB, SDWHID1000DS 4 SDVVH274000 SDWH27800G SDWH2780DG, SDWH271000G, SDWH27120OG 5 SDWS16212, SDW816300, SDWS16312, SDWS16400 8 SDWS19800, SDWS19712, SDWS22400,SDVlSM5OO.SDWS22512. SDWS22800.. SDWS22800, SDWS22900, SDM2211000, SMVS221100, SOWS221200, SDWS221500 7 SDWS22300DB. SDWS22400DB. SDWS225000B. SOWS22800D8, SDWS228000B, SDWS22100DOB 8 SDWS22312DSB, SDWS2251208B 9 SDW82730DSS, SDWS27400SS, SDWS27500SS, SDWS276009S, SDWS27800SS, SDWS271000SS, SDWS27120OSS 10 SDWV13400 11 STN22 Product Description Masonry Per Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Sore" Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-H EX Screw Strong-Drve SDWH TIMBER -HEX HDG Screw Strong-Drve SOWS FRAMING Screw Strong -Dive SOWS TIMBER Screw (Interior Grade) Strong. Drive SDVvS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong-DriveSDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#18363-11113 12" Product Modal. Number or Name Product Description 1 AS I S. AS 1 SS5, AS 1856 16 ga. Truss Plates 2 AS 2OH5 20 ga. High Strength Truss Plate 3 AS-20 20 ga Truss Plate 4 ASHP Hinge Plate Connector FL#16730-R4 &MM Product Model. Numbar or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-60, GDPM-75, GDPM-100, COPS, GW50, GW-75, GW-100, GTH Goo -actuated fasteners end assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete • Simpson Strong -Tie 2020 FBC Approved Products Updated 12A0/2020 For direct Inkst approvals Nded below, CLICK HERE. a all SST pp 4 , F i F 's Statewide Product m ri ie-w wwew d additional information regarding lards & vip Approval System and Marti -Dade County Notice of Acceptance (NOA). ___.... _.._. 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- 9J16" and heights ranging from 4.5/16" to I I" Concealed flange version (H USC) available for models having width equal to or greater than 3-9/16". 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 518" and heights ranging from 9-1 /4" to 16' 13 LGU3.25-SDS, LGU3.63SOS, LGU5 25-SOS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC28Z,LUC21OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 5/8" and heights ranging from 3" to 10-15/ire" 17 MGU3.83-SDS, MGU5.25-SDS, MGU5.50-SDS, MGUS.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5- 118" and heights ranging from 6-16118" to 19-112". 19 MUS28, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULCsenes hangers Skewed face -mount hangers available in widths ranging from 1- 9/18" to 3-9/18" and heights ranging from 3-1116' to 13-314". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ty acute flange is concealed. 21 U series hangers Fooe-mount hangers available in widths ranging from 1-9/16" to Wand heights ranging from 2.5f8" to 11.1/4" FL#10667-R6 AMA Product Model. Number or ame Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging from 7-11W to W'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3.154W to 7- 1/$" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available m widths ranging from 1 -1/7'to 3- 518" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available m widths ranging from 1-3/4" to 3- 5/8" and heights ranging from 9-1/4" to 24' 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5.1 /4" to 8. 7/8" and heights ranging from 11** to 32-1/7' 6 EGG series hangers Top flange hangers available in widths ranging from 3.6/8" to 7. 1/4" and heights ranging from 11AW'to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 8-7/8" and heights ranging from 8.1/2" to 26". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11" to 32' 9 HB series hangers Top flange hangers available In widthe ranging from 1-9/le" to 7- 1/2" and heights ranging from 8" to 30" 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1 /4" to 8-7/8" and heights ranging from 10-112" to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3.1 /4" to 8- 7/8" and heights ranging from 7-1/7'to 37' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 14" to 33" 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118 to 3- 9/16" and heights ranging from 18" to 28" 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118"to 3-9116" and heights ranging fromS3/8" to 13-11V' 15 HUTF HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" tie 5- 1/2" and heights ranging from 3-7/16" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 118" and heights ranging from 5.3/8" to 2W 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9116" to 7- 1/2" and heights ranging from "/W to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9118" to 3- 5/8" and heights ranging from 9.1/8" to 16' 19 JB series hangers Top flange hangers available in width of 1.9116" and heights ranging from 5 3/B" to 7.114" 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights ranging from 9-3118" to 13-118" � Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For direct Inks to ell SST approvals Ned below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mam-0ade Canty Notice of Acceptance (NON, Cr Lg = 5 SET-XP Adhesive Anchor for concrete 8 Strong -Bolt 2 (STS2, ST82.4SS, STB2-6SS) Strong -Bola 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 310 stainless steel 7 Titan HD (THO-H, THD-HMG, THD-H4SS, THD-H85S, THD-CS. THD-CSBSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry avaiable with hex head In carbon steel and Types 304 and 310 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THO37634RC, TH050934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger (THD625158RH. TH0837158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH,THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL111,16230-R6 Sea # Product Modal. Number or Name 1 AT XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (ST62) 5 Then 2 (TTN2) 6 Ton HD (THD-H4SS, THD-HSSS, THD-CSBSS) 7 Titan Turbo (TNT) FILM M7-R3 :,FW Product Model. Number or Name 1 X3481018.5K,X1S1016,X1BI0164K,XQI8IOIB,XQ181018.4K 2 XLQ1I4T1224.XL011481224.2K 3 XM011461224, XMQ114B1224-2.K 4 X011481224,XQ114811224-2.5K X114S1224,X0112S1224,XQ112B1224-2K 5 XU34S1016, XU34B1016-5K FL#38320-R0 aell9J Product Model. Number or Nama 1 DSSCB43.5. DSSCB48, DSSCB48, DSHS 2 FC843.5. FC845 5. FCB47,5. FC849 5, FCB411 5 3 FPHSD34S1016,FPHSD34B1018,FPHS03481018-5K,FPHS03481214, FPHSD34B1214,FPHSD34B12145K 4 LSFC2.25, LSFC4.25, LSFCB-25, SFC2.25, SFC4.25, SFC6 25 5 LSSC4.26, LSSC6.26, SSC2.25, SSC4.25. SSC6.25. MSSC2.26, MSSC4.25, MSSC8.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKVV5.5, RCKW7.5, RCKW3S. RCKW5 5S 7 80043.5, 8019145.5, SC647.5, SCS49.5. SCS411.5, MSCS45.5, MSCS47,5 8 SCS32-5197, SCS62-5M7. SCS62-51118. SCS82-5/118 9 SCW3 25, SCW5.5 10 SJC826. SJC10.25, MSJC8.25, MSJC10.25 11 SSB3 518 12 XLSH34B1414,XLSH78B1414 13 XQI S1018. X01 B1016-4K, X01 S1214. X0181214-3 SK, X078S1224, XQ78B1224-3K, XQ114S1224, XQ114B1224.2.5K, X0112S1224, XQ112B1224-2K, X3481018.51K, X1 S1016. X1 B101 e.4K, X1 S1214, Xi B1214.3 5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Ad has" for masonry SET-XP High-Stength Epoxy Adhesive for masonry Strong -Batt 2 Wedge Anchor for masonry Tiben 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 318 stainless steel with countersunk head, Titan Turbo Screw Anchor for concrete or masonry Product Description r1i Strong -Drive X Metal SeIF-Drilling, Tapping Screw$ with #3 Drill Point #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head 912-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12.24 Strong -Drive X Metal Self -Drilling, Tapping Screws with 06 Drill Point 010-10 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 41 Drill Point Product DescdRL Bypass Framing Drift Strut Connector Bypass Framing Foxed-Cfip Connector #10-18 and #12-14 Strong -Drive FPHSD Framing3o-CFS Set - Drilling. Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong-Dnve XLSH Shouldered Se8-Drilling, Tapping Screws 410-18 412-14 and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws N Cn -Cu U O O .CD cia U N4-5 CU O C c O O CQ U_ O An Cn cn E O Q' O 2 L ''C^^ Q Q Z Z W J Cn !V Y W t C r0 co m ,Nc O a 1/f fl N JC Q Y CL m c* d rY # co ad of as p u air c o cc T C-.✓A N c E ro o a Cn QD E �e z U) ICU O L O CL s< L U O L� W ICU W 0- O L ICU W a z J z Q J a PA MIAMI NUA,a-DAME Comm PRODUCTCaNTROL S1:CnON 11905 SW 26 9 crust, Pam 302 DEPARnAE'NT OF REGULATORY AND EC QNOWC RESOURCES WM) M3amt. Plourde 33175-2474 BOARD AND CODE AD&UNISTRATION DIVISION T (T$6) 3 L5-2590 F (M) 315-25" NOTICE OF ACCEPT kNCE (NOA) �►�* .�+aaet.�let.■�.� PGT Indmstries, Inc. 1070 Technology Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of conshmictionmaterials. The documentation submitted has been reviewed and accepted by Miami -Dade CouttyRER -Product Control Section to be used in Miami. Dade County and other ucas wham allowedby the Authority Ha -mg Juris, Lion (AM). 'This NOA shall not be valid afar the expration date statedbelaw_ The Miami -Dade County Product Control Sections (1n Miami Dade County) an&orthe AHT (in areasolher thanMiami Dade County) reserve the right to have this product or material tested for quality a3snranceputposes. If this product or material fails to pedotm in the accepted manner, the mamx&cturer will incur the expense of suchtestiag and the AHJmay immediately revoke- mo dify, or suspend the use of such product or material within their jurisdiction. RER reserves the rat to revoke this acceptara:e, if it is determined byMrami-Dade County Product Control Section that this product or material fails to meei time requirements of the applicable building code - This product is approved as described herein and has been designed to comply with the Florida Building Code_ including the High Velocity Hurricane Zone. DESCRIPTION: Series "557ti12 770" Vinyl Sliding Gla ss Door (Reinforced) Rhro 900 & 13.50 corners-L.M.I. APPROVAL DOCU AW T: Drawing No. MD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer. dated l0105115 and last revised on O''1'01121. signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade CountyProductContcol Revision stance with the Notice of Acceptance number and expustion date by the Miami -Dade County Product Control Section MISSILE IMPACT RA1r G: Large and Small Nksile Impact Resistant Limitations: 1. See table 1 (sheet 7) and table 2 (sheet �) forapplicable SGD unit sizes, design pressures, reinforcements types. glass types, sill riser (see tables B-1 & B-2 sheets 7-8) and anchor layout sheets requirements in 1 I thou 16. Rigid White PVC, Tan (Non -white) Rigid PVC and Brower coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA's requirements- 3- Egress operable doors must catnmply with min clear width or hex&t per FBC requirement. as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official LABELING: Each unit shalt bear a pemu neat label with the masaictunes name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved°.nosed herein RE-'ti'E�t -AL of this NOA shall be considered after a revev al application has been filed and there has beenno change in the applicable building code negatively affecting the perforce ofthis product TERIIL\ ATION of this NOA wilt occur aver the expiration date or if there has been a revision or change in the materials, use, and<or m amik cture of the product or process. Misuse of this NOA as an endorsement of any product, for sales. advertising or any other-purposes:shall automatic ally terminate this NOA. Failure to complywith any section of this NOA shall be cause far termination and removal ofNOA_ A`DVERTISE_MENT: The N OA number preceded b y the words Miami -Dade County Florida, and followed by the expiration date maybe displayed inadvertising liMature. If anyportion of the NOAis displayed. then it shall be done in its entirety. IN SPEMON: A copy of this entire NOA shalt beprovided to the user byte maindacmuter or its diwfttors and shall be available for inspection at thejob site at the request of the Building Official. This NOA revises & renews NOA 420-04'_9.05 and consists of thispage 1 and evidence pages E- 1. E-2. E-3. E-4. E-5 & E-6 as well as approval document mentioned above - The submitted documentation was reviewed by Ishaq L Chanda. P.E. NOA No. 21-020-4.03 Expiration Datet April 14, 2026 Approval Date:March 23, 2021 Pa6e 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIffI'TED 2. Evidence Submitted under previous submittal A. DRAWINGS 1. Drawing No. MD-5570.0 Rev-B. titled `Vinyl Sliding. Glass Door NOA (LM)" sheets 1 through 21 of 21, prepared by manufacturer, dated 10.'05115 and last revised on 04,122120, signed and sealed by A_ Lynn Miller. PE. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203 94 along with masked up drawings and installation diagram of all PGT industries, Inc. representative units listed below and tested to qualify Dowsd 791 and Dowsii 983 silicones, prepared by Fenestration Testing Laboratory, Inc.. Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09103? 14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20- 2107..2, PGT CA740 Altmt Outswing C.aserinent Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Ahma nurn Faced Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07113?20, all signed and sealed by Idalmis Ortega. P.E_ C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 76 Edition (2020)_ dated 04122/2 , prepared by manufactuier, signed and sealed by Anthony Lynn Miller, F.E. 2. Glazing complies with ASTM E 1300-04, -09, 42 and -16. D. QUALM ASSURANCE Mom -Davie Department of Regulatory .and Economic Resources (RER). E. M. ATERLXL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kw-aray America, Inc. for their "Trosifott, U lttaciear, Clear, and Color PVB Glass Interiayers expiring on OT08124. 2. Notice of Acceptance No.17-0803.02 issued toKuraray America, Inc. for their "SentryGlast- (Clear and X%bre) Glass Interlayels", expiring on 07,N123. 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 09130t24. J. Notice of Acceptance No. 1&1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (.Non -White) Rigid Cellular PVC Exterior Extrusions for N%Indow+rs and Doors", expiring on 11,2921. , r 1 `1-7 Ishaq L Clkanda, P.E. Product Control malt Supervisor NOA No. 21-0203.03 ExpirationDate: April 14, 2026 Approval Date: lliardh U5, 2021 E -4 PGT Industries, Inc. NOTICE OF ACC'EPT-AINC'E: EVIDENCE SUBMITTED 1. Evidence submitted under previous VOA A. DRAWINGS 1. Manufacturees die drawings and sections. (Submitted under 10A No. 11-0107. 04) 2- Drawing No. 3D-5570.0, titled "Vinyl Sliding Glass Door NOA W1, streets 1 through 11 of 21. prepared by manufacttra, dated la.D5115, with revision A dated 04/05-17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1 _ Test report on 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loadingper FBC: TAS 203-94 along with manned -up drawings and installation diagram. of Znnyl sliding glass door, prepared by Fenestration Testing Lab, Inc, Test Report No. FTL 9717, dated 12/07.15, signed and sealed by Idaimis Ortega. P. E. (Test report revised on 02115A 6 and 02,24116) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static ,Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 g) Cycles Wind Pressure Loading per FBC. TA.S 203--94 6) Famed Entry Test, per FBC, TAS 202-94 along withmarked-up drawings and installation diagram ofvinyl sliding glass door, prepared by Fenestration Testing Lab, Inc.. Test Report No. FTL 8546, dated I IV6.115_ signed and sealed by Idalmis Ortega, P. E. (rest report revised on 01.0446 and 02I1/201.6) 3. Test report on 1) Air Inf Utration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test. per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201-94 S) Cyclic Wind Presstnre Loadingper FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram ofvmyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8547, dated L2,104115, signed and sealed by Idalnus Ortega, P. E. (rest report revised on 011546) 4. Test report an 1) Air Infiltration Test, per FBC, TAS 2(r-94 2) Uniform Static Air Pressure Test: per FBC_ TAS 202-94 3) Water Resistance Test. per FBC, TAS 202-94 4) Large MkWe Impaet Test per FBC. TAS 201-94 5) Cyclic Virind Pressure Loadingper FBC. TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 AM with marked -up drawings and installation diagram of vinyl sliding glass door- prepared by Fenestration Testing Lab. Inc., Test Report No. FTL 8548, dated 12,,04115, signed and sealed by Idalmis Ortega, P_ E. (Test report revised on 01 64,4 6 and 0211146). •r Ishaq I. C1mads. P.E. Product Control Emit Supervisor NOA No. 21-0205.03 Expiration Datet April 14, 2026 Approval Date. Mardi25, 2021 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERL4L CERTIFICATIONS (continue) 5. Quanex Part Super Spacer Standard complying with ASTNf C518 lhemlal Conductivity 0-881 BTU W hr.-ft---F, ASTM F 1249 W'1rIR Pass= ASTM D3985 Oxygen -Pass= ASIM E �190I.C. Durability Ito fog -Pass. (Subntitird under preslons N0.-1 Ao.15-0409.05) 6. Quanex Part Durase complying with ASTM C518 Thnemnlal Conductivity 2.22 BTU -in,' br. ft=-°F. ASW F 1249 WVTR Pass, ASTM D 1434 Argon Pete -Pass, ASTM E 2199 I.G. Durability No Fog, ASTNi E 546 Dew Point Development -20°F in 48 his. (Subni robed under NOA X6.15-0400.05). 7. Vision Extrusions, Ltd. Parts complying with PVC-A.ANIA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd. VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Subinived under X0.4 Xo. 15- 0409.05) 8_ Vision Extrusions, Ltd. Parts complying with PVCAANLA 303-13_ (-'9ubm fitted render A`0 4 JVo. l S-a 09. 05) 9. PVCAANIA 303-13, Voluntary Specificatim for Rigid Polyvvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions. Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program.. 10_ Notice of Acceptance No. 18-1217.14 issued to Eat Fenestration Solution, USA. Inc- for their ``Ian 3040 & tight Shade (non -white) X%Id a Rigid PVC Exterior Extrusions for Window& and Doors". expiring on 02;104121. 11. Notice of Acceptance No. 1&4122.02 issued to Enerp Fenestration Solution, USA- Inc, for their Semties `%li to Rigid PNT Exterior Extrusions for Windows and Doors', expiring on 02.2 23.. 1?. Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for their `Bronze & light shade cap coated White Rid PVC Exterior Extrusions for Windows and Doors", expiring on 04,116r25. F. ST ATE-AIENTS 1. Statement letter of conformance to FBC 70a Edition (2020), dates! 04,2 3.20. issued by manuf ictim. signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of into financial interest and of independent. issued by mnammlmfacturer. dated 04.118)20, signed and sealed by Anthony Lynn Miller, P E. 3, Private Labeling Agreement document beta=em PGT. dated 03f30115 and signed by all involved parties G. OTHERS 1. This NOA revises NOA# 17-0420.06 (PVT w?CGI) and updates to FBC2020 (in` Edition), expiring 04121 P? I - 2- RER Test proposals #19-1155 dated 0111020 approved by IshagI_ Chanda,PE_ expiring 04114,221 _ E -5 t lshaq L Cicada, P.E. Product Control Uok Supervisor '� flA No. 21-02t)5.03 Expiration Date: April14,2016 Approval Date: March 25, 2021 PGT Lubstries. inc.. NOTICE OF ACCEPTANCE: EVIDENCESUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration. Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test, per FBC. TAS 202-94 along with marked up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11-0615, signed and sealed by Idalmis Ortega, P. E_ (rest report revised on 12104?15 and 014 V16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-N 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc.. Test Report No. FTL 8552, dated 12r04115. signed and sealed by ,Idalmus Ortega, P. E_ (Test report revised on 02115,2016) 7. Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loadingper FBC_ TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22). dated I I119110. signed and sealed by Jorge A. Causo, P. E. (S'ubmbled underNt2 Arc II- 010,704) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-04 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with narked -up drawings and ingallation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No_ FTL 6337 (samples A -I thou A-5), dated. 12106110, signed and sealed by Jorge A. Cam. P. E. (Submitted under NOA Xo.11- 0107, 09) C. CALCULATIONS i . Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 11,09 `15and last rmised on 0211S 16, signed and sealed by AnthonyLMiller, P.E. (Sit binirted underNO.41►e.151210.01). 2. Glazing complies with ASTNE-1300-09. , y 7 Ishaq L Chanda, P.E. Product Control gait Supervisor NOA No, 21-0265.03 Expiration Date: April14,2026 Approval Date: March 25, 2021 E -2 PGT Industries, Inc. NOTICT OF ACCEPT.AINCE: EVIDENCE SUB3►IITTED 3. New Evidence Submitted A. DRAWINGS 1. Drawimag No_ AID-5570.0 Rev B. titled "Vinyl Sliding Glass Door NOA (LNIT, sheets 1 through 21 of 2l. prepared by manufacturer. dated 10,105.45 and last revised on 02)O 21. signed and sealed by A_ Lynn Miller, P.E. Note: This revision consists replacement of same existing installation screw with flat head- B. TESTS 1. Noire. C. CALCULATIONS 1_ None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E, Xi.ATERIAL CERTIFICATIONS. 1. Notice: of Acceptance No.19-0305.02 issued toKurara` America, Inc. for their "Trosifollc U-ltraclear, Clear, and Color PVB Glass Interlarers", expiring on 07,080-4. 2. Notice of Acceptance No.17-080&02 issued to Sunray America, Inc. for their `tSentlyGla4 (Clear and 1171iite) Glass Interlayers"_ expiring on 03104,n3. 3_ Notice of Acceptance; No.18-1106.10 issued to Vision Extrusions Limnited for their " Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors". a q*ing on 09130124. 4 Notice ofAcceptance No.18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non-W7rhte) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 12/29?21. F. STATE-N ENTS 1_ Statement letter of conformance to FBC 7a' Edition (2020), dated 02101,21. issued by mnanufacturet. signed and sealed by Anthony Lynn Miller, P.E. 2_ Private Labeling Agreement dated 0310&21 between PGT Industries, Inc. and CGI Wimldows and Doors Inc., signed by Dean M. Ruask, P.E.. V.P. Engineering. on behalf of both conVainies. G. OTHERS I_ This NOA revises & renews NOA# 20-0429.0.4 (PLA w1CGI), expiring 04.11+ 26. I. The current associated PLA CGI file #21-0205.01, expiring 04i 1+26. E -6 ��► �, C_�n�t,. 1 Ishaq I. Chanda, P.E. Product Coarsoi Usk Supervisor NOA No. 21-0205.03 Expiration Date: April 14, 2026 Approval Dace; March 26. M0.1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB1UTTED D. QUALrr ASSUTRANCE 1. Mimi Dade Department of Regulatory and Economic Resources (RER)_ E. MATERIAL CERTIFICATIONS 1. Notice ofAcceptance No. U"528.14 issued to Vision Extrusion Limited for their "Wldte Rigid PVC Exterior Extrusions for Windows and Doors", dated 0$113.r'15. expiring on 0913&19. 2. Notice of Acceptance No.16-0920,08 issued to Vision Extrusion Limited for their ``VE 1000 Tan 202 and lighter Shades (1V on-Midte) Rigid PVC Exterior Extrusions for Windows and. Doors", dated 12108/16. expiring on 12129,,21. 3. Notice of Acceptance No.15-0528,15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for W-mdows and Doors". dated 08113/15. expiring on 09130119. 4. Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "T:4.N3040 and Lighter Shades (Non -White) Rigid PVC Exterior Emu-trsions for Windows and Doors" dated 09115116, expiring on 02' 04121. 5. Notice of Acceptance No-16-0712.04 issued to ENERGI Fenestration Solutions USA. Inc. for their -Bronze and Lighter Shades of Cap Coated Rigid PYC Exterior Extl•tusions for Windows and Doors' dated 0935116, expiring on 0411620. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutes USA, Inc_ for their ' NMte Rigid PVC Exterior Extrusions for Windows and Doors" dated 08110117, expiring on 0202&18. 7. Test reports No(s). 10-002-792(A), 10-06-M052T 535753-09. per ASTh1E-84, ASTND 1929 and ASTMD-635. issued by EXOVA to yksion Extrusion for cellulosic composite material (Su bntNed under i10.4 No. 11-0107. 4) 8. Notice of Acceptance No. 14-0916. 11 issued to Ktuaray America., Inc. for their "Sentry( lasg (Clear and N%I*) Interla}-er", expiring on 07iO4/1 S. 9. Notice of Acceptance No.16-1117.01 issued to Kuratay America. Inc. for their Trosifoll Ultraciear. Clear and Color PVB Inter•layers expiring on 07r'08119. F. ST ATE?41Ei4TS 1_ Statement letter ofconfonnance with FBC-5 th Edition (2014) and FBC-6mEdidon (2017), issued by manufacturer, dated 08/14117, signed & seakd by Lynn Nfillm PE _ 2_ Stalemnent letter of no financial interest, dated "I& 17. issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Pwposal No.17-0387. dated 05105117, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. IS-1210,01, issued to PGT Industries, for their Series "557012770" Vinyl Sliding Glass Door (Reinforced) - L.MJ. ". expiring on 04/14211- E -3 } Ishaq L Chanda, P.E. Product Control unit Supervisor NOA No. 21-020+.03 Expiration Date: Apri114, 2026 Approval Date: Rtarch !.4,2021 N N Cn N -Cu O� N C c 2 s` cD Cn aO a O CU U_ O .n Cn -a � 0 O Q Z Z W J err 0 o N d 9 c W $ o cry 0 c m k Z ,_ o , t N !O m e d E i ►- N A T � a C m c+ V 6 h E CD CU 0 > L CL 0 lam. Q L U O L CL CU �+ CU CU m Q -0 F- F- 0 L CU w z J Z Q J a_ SHEET NO. PA 1 A March 6, 2023 MIAMN[aADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/ecenomv Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seliher, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of I, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled 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 " SCOPE: r, r n ,r n r ugh prepared b Cast -Crete 4', 6 & 12 Lintel Safe Load Tables ,sheets 1 th a g 3 of3, p par y » „ LT4612, titled "Cast -Crete 4 , 6" & 12 Lintel Safe Load Tables", sheets I f Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06/12/14, all " 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 prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 0$/19/14. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.F., revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on dated 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 (AHJ) 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models. total of (13) concrete lintel specimens, perASTME-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 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCT.TLATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated O5/29/03, 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 OS/29/03, 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 1 of 1, 1. Quality S)vsiem Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002• 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 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, 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 County logo. , e Load Tables", sheets 1 through 3 o d b "Cast -Crete 4"6" & 12" Lintel Safe .f .f 3, prepared g pa Y 1, None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24,2003. last revision dated March 11, 2008. B. TESTS1 C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . . None 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By 1flami-Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E4 and f - i E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. elmy A. Maker, P.E., M.S. elmy A. Maker, P.E., M.S. i � ' r zI� eltny A. Maker, P.E., M.S. Pr uct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor Ilk /�le --' NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 h APPROVED "' "" Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 ogl2o l'Lo Z o Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel E-1 E-2 E-3 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc„ dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 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. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 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. LW dL1d=_ - e my A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER .1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. " � tu,�k- - Helmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09111/2023 Approval Date: 08/20/2020 E-5 N L O� CJL .� O C t_ CU O to CD C CU t33 CU 0 CU CU .Cn W -0 E O L L cu Q z z W J ah c otz N C W 1— C %a.a. ► e= A co yC o- cc N L .� wocc N C °' d E c C2 e _t ao w d W d � C G as eo _ C [^ l9 ^7 r E 4-- z CD_ _ CU 0 > C CL 0 0- Q L U O L CU .�...J U CU m V O L � w z J z d J a March 6, 2023 SHEET NO. PA 1.5 SEWw11­__. "_ .. . . . . - . /f :1-11- \ FRODU=VALUATION REPOICT NET. 204Y7n.01 2 MMI r FV�Al.JLlA1KWAZaAX_NQ_2QA2= 3 - I \ E CO iNx C /111 L ECO imc. TILLIT TESTING A ENGINEERING CC F 2.2. TES REPORTS; LM ERIAL CHARACTERISTICS AND PECIFICAT]IONA, TILLIT TESTING & ENGINEERING COMPANY - - WATTIM A. TILLrr, JR., P.E. - - - 'All" "'��=].Cam Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads Shall be strictly In accordance with General Notes and Components indicated on sheet 1. 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing VI A. InLLIT, JIL. II.E. � ­ - filteongwVCOLD PRODUCT EVALUATION RE M-PP Lh-N 44167 'Ll,fu........ Wftim ar. per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shell be as Indicated on Sheets 1, 7 end 21 of tLI.A.UcWAW_W.AKF6yI9 Testing, Inc., Reports # 9133-669 dated 08109/1996, #96-570 dated 09/1811996, 26, of Product Evaluation Omment (P.E.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #q6-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, REPORT NOI 20-0727.02 P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10106/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. UMHATIONS AND CONOITIONS OF USE: DATE: July 27, 2020 REPORT'NO.: 20-07911.1111 0219.01-09, dated March 4,2009, signed and sealed by Edmundo Largaespoda. P.E. and Henry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes No. 1. 8 thru 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. DCM-197 by QC Metallurgical, Inc., dated March 13, 2009, an sheet 1 of 26, as well as General Notes # 1 thru 4 and I I thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by TIltsGcF, Inc. and signed and sealed by Walter A. Tillit, JrF RE. PRODUCT $UB-CATEGORY: Storm Panels N I[EERING CALCULAI 2.3..STRUCTURAL E Q11 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCTNAME. 24 GAGE GALVANIZED STEEL STORM PANEL 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: 010MI Pr21@G1lMP"du9A_LLC MANUFACTURER: Gh*al Protection Products LII length based on ratlonal and comparative analysis, and In accordance with section 161 6 of the Florida Building Code, Calculations prepared by Tilleco. InI 7.3. Product shall only be Installed Into poured concrete, concrete block. and wood frame 4800 S.W. 51 Street 4800 S.W. 51 Street dated 11103/08 and 03/12/15, signed and sealed by Walter A. Milit, Jr., P. E. structures. Davie, Florida 33314 Davie, FloridI I.PURPOS E OF EVALUATION; 3. MISSILE IMPACT-RESISTAN-M- Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tllft Jr., P.E. (System Large missile Impact under section 1628 of the Florida Building Code, as per TAS 201 Protocol. No - 44167), President of Tilleco, Inc, (Florida CA-000671 9). 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. 11) # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. -ESISTANCE* &WIND LOADS R k"tits)II I%%%, .... id, ,^,, ,Ok N - T1441,,%, , N".... 7 ­��-%� � 61 G20-3, Method I D of the Florida Deportment of Business and Prollessional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind I . , . , - ., EN W` ... \�t .\ .* / 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 pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14,15, 16, 19, 25 and 26 of 2B of Product EvaluaUon Document (P.E.D.), drawing No. . . 1 ­_ :_ *� _::_�_ 4 ���__".,� 41 67 1. Il :* 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 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, ___ - � 1* I 1 7,-* " - __� : - -1 , I 1'�;i�r.;*,,I STATE OF ,' Florida Building Code, and to verify that the product Is for the purpose Intended at Wet equivalent to that required by the Code. 14, 15, 1 7, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document 4P.E.D.), - _/1 :46 ' 5 at least equivalent to that required by the Code. dnrMng No. 20-176. f N??�%.,140RIIWI .., * ` , q­. *� This Product Evaluation Report be to This Fired vat Evaluation Report shall be subject to review and revision In case of I INSTALLATION: %,'S/O�I6 101#111111110 shall subject review and revision In case of Building a Building Code dange that may affect Its limitations and conditions a Code change that may affect its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2- EMDENCE SUBMITTED sheets 3 thru 7, 1 0 thru 20, 23. 24 and 20 of 26, of Product Evaluation Documem WATU D:% TILTECO ADMON RECORDS I P. E. REPORT-20 k GLOBAL. PROTECTION PRODUCTS. LLC I 20 GAGE 2. EVIDENCESUBMUTED: 2.1. P SIDUCT EVALUATI N DOCUMENT (P.E.D.Io (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVAI STEEL STORM PANEL% TIMING NMI 74 % REPORT 0 2DLOM(H Drawing No. 20-ITS. tilded "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document &t P UCT EVALUATION DOCUMENT MM411 *Mots I thru 2e of 26 prepared byTilleco, Inc.; signed and sealed by Walter A. (P.E.D.). drawing No. 20-176. Drawing No. 20-175, Wed '24 GAGE GALVANIZED STEEL STORM PANEL', TIllit, Jr., P.E.; dated 07/2812020. This drawing Is an integral part jA,1416 111114I sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Evaluation Report, 0I,,01 IT,% -.0 . r. 9 A, k %', .,�,O,I , ,��k A, T/40�.'%%, 0. 1� .1 ... - Tillit, Jr., P.E,,, dated 07127/2020. This drawing is an into Is Evaluation Report. U10. '" t 4%, "N"". 4 - -* -4 .." I , .. V , I 1* * _�6i;�.- IN e 'I. �,, "k .. .i....1 , , . . ::kN..-`�\ZEN,9, , ,�\ - . 1. " /;S�e.__ S , ' 611P .... .:..., /I ... Y, ., "" .. -_ _ fc, "\uly,II� 3N 2 - , - , 710­ . " - _�If� � - - '. ----.- , f --; -No. 44167 . I . - , ** 5 � -_ -- -- - _V .- -4 --it- 4 37 - s -,:�f . - _ � -416 -, � - . = -7" '0I .*I * --:-)-7!F- __;�� - .- I ­ - - ' - 1;-:' --- * �Tl A 1 6 7 , ... .. = 1 :*F ZC4-? ., ,. ,e,-4 ;. * I * X ---. _� - I _��_ I it I . � IS,_ - ,0.. A .. i 4 6. 0 - ,� .. / / 2. -ct S`TATE OF �-',51:- .? - -, I .. 7% ..."ZOR0. *"+K'f 7" I - e4o�-- * . I .1 , '. S7ATE OF .-'- . ... . Z V0, A III � .4: A . S - OpiTiN..". � -,� �� .. ... , ., .1. . N .1 . , 'A 6355 NX 36th Street, Sulte 305, Miami. Florida 33166 - Plime: (305) 871-1530 V/1, 4mll ,_f?�, '... - 0 ,e ", r�. ,IN "I SID' ", , '40� W "'I N ko% .. I .4OR 0 \A, , .. .. 11 '.. 6355 N.W 36th Street, Suite 305, MaiTti. Florida 33166 - Pboue S;Q* ".. . .rbll. 8 :(305) 71- -1531 , " -.1"N'01111" I 11 11111101 I AT) IIIII1,11,110 0 it I GENERAL NOTES: 9 3) IN LAST THAT PRECAST SIDNE, OR PRECAST COWZ#aJ1 PI 97UCCO OR WOOD WARDS K. rOVNI ON IF,L affila� am" Ck5?WG WAIL, ANCHORS SHALL BE LONG ENOUGH TO REA:" THI. MAWN STR%IMRE WHAD SUCH PANELS I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PEO) �S KEN VENIATO FOR COMPLIANCE )N AFILHORAGE SHALL BE AS MENTIONED IN 9.1) AND IN EF?) ACCORDAMCC WIN THE 2M 17IN MITION) OF TI FLONRIA BUTILOING CODE IC) X ILWAWL� DESIGN WIND LOADS SHA&L K DETERMINED AS PER SECTION III" Of THE ABOVE MENTIONED CODE - i1/11*-fti=0W BY 17 W BUILD". INC - IIII-10 PANELMATL FEMALE, 9) AND PANEUMM PLUS ANCHORS, AS MANUFAI Vf FI CONSTRUCTION PRODUCTS FOR & WIND SPUD AS RCOVKO V THE 4UR1S=DDN WHERE tHM SHUTTERS WILI BE III AND FOR A (FarCITIONAtnY FACTOR Ad-O 86. USING AI 7- 10 AND SHALL NOT EXCFFO IMF MUDMUM (A SO) - 1/4-0 LAG SCOM PER N G.S. DES" PRESSURE RAIINGS INDICATED 014 SKEIS 7 THRU 12 14, 15. 16, TO AT 2a - 7/16'0 V SIC WOOD BVSHWG. AS OISIT14I By ALL PI SCREX DOLT k WMIA17Y M IN ORDER TO VOWN THE ABOVE CONDITION. C&TIMATE DESIGN WIND LOWS DETERM04COIFIER ASCE 7-16 C I; MINIk" THREADED PINCTRAIFON INTO WOW OF IAPCOFF ANCHORS SHALL RE W 1/2' AND 2- " fLCO PANIUMATE PI,UT5 SHALL K FIRST RUX)CED 10 ASO DETAI WIND LOAM lif MULTWL"W, THEM BY 0 6 IF ORDER TO AND FAKkMAUF FEMALE 10 CO~ THUSF W/ MAx (ASO) On" PRESSURE RATINGS INDICATED ON SMEM 7 THRU 17. 14, 15. 16. '9 & 20 C 2) MOMMUM THREADED PENCTRATION Of LAG SO". *10 rK WOOD FRAME UNP SHALL BE 1 1/2- NO ImexADED - ORDER TO VENOT THAT ANG"ORS ON THIS P ED As TESTED WEVE P49T O" STRESSED. A 33% WI A AILLOWASUE PENETRATION INTO STUCCO SHAI K CONSIDERED AS PAIRT OF 741 FIFOUI TKII PENCIPATtON. SyRE!.S Top WIND LOADS WAS = USED 04 THEP AFMAYSIS F&VENERS SPI TO WOOD 14AS KEN XTIAMNED IN ACCORDANCt WITH N.D.S. 2018. C 3) MONUM EDGE DISTANCE OF LAG, SCREINS. 1410 WOOD 94ALL at AS INDICATED IN THIS DRAWING STORM PANEL's ADEQUACY FOR IMPACT AND WIND PIMSTANCE HAS BEEN VERIFIED IN ACCORDANCE WFrk SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENrINVERVIC A TESTING PC REPORTS 95-569. 96-57D & %-T3O MID C 4) MAAA"JM PENETRATION OF *000 RUSHING SK4" Or 5,18' 1/4' 0 - 20 SCREWS USED SHALL BE 1 112* LONG MINIMUM FEWSTPA"Ok ?WING LAB INC, REPORTS 12032 & 021" . AS PRQIOMS TAS 201. TAS-207 AND TAS-203 SHILIULD STUMO EXIST Am " M"Mum ,OR WALLS WITH No STUCCC AS NEU AS AMCSGCA1w TE'ST LAB Or SOUTH FLORIDA REPORT 0071901-09, AS PER tAS 201. TAS 20. AND IAS 20! STANDMIDS CV AN CASE THAI PRII STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD W34RDS BE F(I ON rHL EXISTING WAILL. V404ORS SHALL Or LONG ENOUGH TO REACH TkE MAN STRUClUNIT BENNO SUCH PANE" 2 ALL ALUMINUM EXTRUSIONS 'n BE W63-TS ALLOY AND tn1PU1 (UNLESS C)THFFrWASt N011I $EX SHCr 2 ANCHORAGE SKMI BE AS MENTIONED IN C, 1), C 1) & C 4) 1 ALL ALUMINUM WET METAL USED AI C1 OSAIRIS 'I* I HAVE 3105-" 1 4 &LOI (0) ANCHORS SHACA BE INSTAL-1.0 FOLLOWROD ALL OF 1�1 RECIDIMONVAnDI"S AND SPECIFICATIONS Of THE ANCHOR S "StIvAcTUREP A ALL 57M SHEET METAL PANELS SNA11 HAVI 5MUrTIA01. DUALITY SrCM. ASTV A-653 GRADL SO "Mum. 1-60 6 PANELS WAY ALSO BE PYSTALLECT HOARCONTALIV FOLLOWING INSTALLATION DEYAPS SHOWN ON SECTION 3 TKRO�Gm 30 (SHEETS 4 GALVANIZED STEEL DESIGNATION W/rY,w IISS W, (AFTER ROLLED). THROUGH 0) EXCEPT THAT HEADERS 0 & 11 SH% L NOT OF USED 5 AIL SCREWS to BE STAINLESS STEEL 304 ON .SIG AIS SERIES OR CORPOS" RESISTANT COATED CARBON STEEL AS PER IT THE SOUNDNESS Of IMF StRUCTURIF WFICK SHUTTER DIN 5001 a W, So W VIRID STRINIGni AM 20 FIN TENSILE STRENGTH & SNALL COMPLY W/ rLOMDA SMOING CODE 9 11 S"Awl BE THE RESPONS1111I OF THE CONTRACTOR 10 VM IS TO K S17010A, 24! 1 3114 ATTACHED TO NSUFtE PROPER ANIC"ORAGE THIS '44LITTIR SPOLI OFdY BE ATIAGHII TO CONCRETE. SLOC9 OR WOOD 1XI 11A.D.035 T B STEEL. OR AKI 304 SERIFS SIAANIM STEEL WITH 36 wN, MINIMUM YIELD SIRENGTH )O EACH RI STORM PANI MITI LENGTI,4 OVER W-6 THROUGH 12' 4', AS PER SECTIONS 6, 8. 2 IS 10 AND ALTERMINCS 8W_ WW at JOW ON SHEETS S. 6 * 12 RESPItCINELV. SH,44L FOUL A UEGME AND FTCAKY V?Sftt MJRKMG INSTRUCTING OWNER OR 7 ANCHOR$ TO WALL SHALL BE AS 1`0110WIIi TENAWI TO SECURE PAfttLS WITH APIPLATABILE REINFORCEMENT ".03 PrRIODS OF HURRICANE WAANCK (A) To- UISTIN5,FOURE&I 22W.F&II I I THE INSIAILATION 0""W7OR I$ TO SEAL/CAULK AI SHUTTER COMPONIFFIT COGES WHICH REMAIN IN CONTINUOUS 0ONTAL1 WITH - 114*. tAPCON N004M AS MANUfACTURLD BY I I* SUPLOVA. INC (MA, V�3192 pvi) TIRE BUILDING TO PREWNT WRID/11I kNONISION - ' CALY-AN AHC"OFF%..AS 60AUFACTURED BY DEWALT INC (MITI. ?*­3000 II ;/4'.0%,I7/ . /4 /.! SOUD-SET AHCNORSS AS DISMIUVIED BY ALI PONT SCREW. BOLT & SPECAIII CO 12 STORM PANEL W"ALLATWN SHALL COMPLY WITH SPECS WIACATECO IN 441S DRAWING KUS ANY SUILDIN6 INO ZONING REGULATIONS (W" V­ 3000 P. I-) OROMID By TFIE JURMDKIION VO4CRE PERMIT 15 APPLIED TO - 11 A- 10, PAINELAIATE FEMAU ID & I'MI'LIMIT PATS AW.HORS. AS WAKIYACTU11TET BY ELCO CONTSTRUC11UN PROI I I (a) THIS PRODUCT EVAI OQCUMFFD (11 f G) PREPARED IT, T"TS EFFC4NEEk IS CF141RIC AND OGI NOT PROTME. INFORMATION 1 i) JAWN ­3330 P. FOR A VIT SFI PROXCIT, .9 WHEAT THE SITE CONUInONS OOMIT FROM THE PEL - 1/4-0 ,r TAP-CRIP ANCHORS, AS MANUFACU44.0 RTY 7RU-FAST CORPORATION (f-3600 ;I III rDNTRX7_ TO BE RESPOKI kOR IHE SEXIECTION. PUKKASE AND INSTALLATION NC,UDING 01 SAFETY OF ThIS VRODUCI A 1) MINIMUM EMBF]IMENT OF INACON AHCHTIRS INTO POURED CONCRETE SHALL K I 3'/4'. 2* FOR F'AHELFWATIF IIEMAIk BASED ON THS PC 0 PROVIDED HE/SHF DOES 1409 DONATE FROM THE CONDITIONS DCTMLED 04 T.5 DOCUMENT Q AND PANEMAI PLUS AND 1 1/4- FOR CF 1AP-GRIP 44CHM CONSTRUCTION SWETY -I S" Is THE CONTRACTOR'S RESPMSIBH(" A2) CAL_X-W & SOI ANCHORS SHALL HE 11AVELIDID ?/C "to THE POURED CONCRETE NO EMKOWNI INTO W THIS FRODLIC7 EYALUAI DOCUVENT Wt RE CONSOMED thVI IF MOOPED SIUCCO SHALL BE PERMITTED 1/4. 0-20 SCREMS USM SHALL BE 1 1/2' LONG MPIOALW SHOULD STLK,CO EXIST NO 1' MINIMUM MR WALLS WITH No STU=. AMU MAY RE HEADED SCREW', OR ALI' THREADED SCREWS W/O 11EAD Ids STIT SPEC IC VROACTS SHAILt K PREPAREL, BY A FLORIDA WGTSrFREO ENGINEER OR AI WHICH WILL BECOME 114 BUT WTITH WING RIDS ENOAIEER Or RECORD (LON) FOR THE PROJECT AND %NO WILL BE Rr"I TO* THE PROPER USE OF THE P1 IT ENGINEER Or RECORD. AGING AS A CIEUCCATED FRONTIER TO THE A 3: 14 CASE 11"A7 PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS. STUCCO ON WOW BOARDS BE FOUND ON TFIF P f 0 (FIGNATER. SHALL SUMMIT TO THIS LATTER TOE SIC SPECIFIC DRAWINGS FOR *rAM EXISITIK WALL OR III OOR. ANCOORS SHALL K LONG ENOUGH TO AW.14 THE MAPI STRUCTURE BEHIND SUCH PANELS ANICNI SHALL Of AS UfNNONEn IN A 1) AND 14 A 2) (0) THIS P ED SHALL " THE DATE AND ORIGINAL SEX AND SIGNATURE OF ?FIT PF10FfSSIDkAL ENGINEER OF RECORD THAI PREPARED IT (0) �O,L /"fi ,;��tff=AI ;�IQ 14 SWJTFER MA&UPACTVA"'S LASI SHAU RE LOCATED ON A READILY 1ASIN" LOrATION AT STORM 4ONS AS MINUFACTURED BY I T W OLAIDT9. INC PAWL SHUTTER 114 ADCONCIANCE WITH SECTION 1709 9 3 Or ITIORTIA BUILDING OCOC. ONE LAL91 - 1/4' . . 7/0' Ckk-W ANDWORS, M MANVI'ACITIARED UP "ALI INC (MIN 1',;1500 ".0 SHALL RE PLACED FOR EvERY CIPENANC, LAI TO COUPI WON SECTION I M92 CK `4F _ "4*0 A 3/4 SOUD-SET ANCINORS, AS DISTRARI BY All POINT SCREW, 9OFt %PtP,LNJY Q) "ORICIA, BURI CODE (" C-1800 P .J) - 114-10 0ARLIMAIT FEMI TO AND PANF11MI PLUS MCHORS. AS MANUFACTURED TO 11CID CONSTFAI K I =4=110HUTFIENI.V USIU. IMIR 1, or 'ROVII (MIN F-2071 P") ,,I It it ""R, "Om% , , � /4* d CIT TAF-GRIP ANCHORS, AS MMUFACTURID Rr TRU-FAI CORPORATION � tp� A: TIZ 10, . ` . - - " 8 1) MININTUN EMBEDI ON TA" ANCHORS, ELCO PANELMIATTS AND Cf TAP -GRIP AW, rwatu auiuxhit; coDE (Iffuh vglatity Nor kano Zone) . � OI . - - , . ISLOC9 WX Rw, SIT I ./.* . POINT KM- WC 20 CASE GALVANIZED STEEL S70RM PANEL " 0 4 PARAIN � ': 9.2) CAI a SCLID-SET ANCHORS SICALL RE EMBI 7/8' INTO THE CONCRETE ISLOCII UNIT - 167 I I-*--,--- . .- ____I1_\\ SCRIEWS, "' INTO STUCCO SHAU. BE PERMITTED 114- 0-" USED SFFkUL BE 1 1/2- LOWL Mr4MV:�1qP,`...,.110 r . GL14L MIOICTION MWM. UX. V �Z� �__`I - _Q"1`1 - EXIS'. MI.) I, M""Jo FDA WALL, *FTA NO STUCCO ..5 I.. SIA� OF / 111LIECOw., 1=. V ~ _017- - - � �. Y4.r,- run In"*.& kft,:�C.rr., Namr C-)pew- - -,1,,A)MW_*m 20-176 ,to , I " tj."-,- - Pe,-- TSAI P. - - \&i = "�� . - GA-00017.1, . I ­­ ME." P - - N,111.1��4*_�1.7r­_-- I A =Gi ,n­j -.,,;,� - I �_ Wr SPeDUIE __ - , I CONCRETE NIC#M Sort" 6 = 9) - " MWI ANOND"I'S . Oftl" POURIM 0111 SCHUPLI.I. Ow- �� �_ - I TIME XLE - -,.:", 4 It , 6911,16 0 "OLG- 9) � EMTNG POURED SHErm.oz 6) ­ (0 CONMETE ACQUIRE I I cow-wr twCa" - - I* 4 11 IF \ t", -, r- -_ Z _" _J , , - � i : � "\: 1,�,,��.��7,g.\�� v-� . � . 11 "'. - � " �,,,',,, 1, , 1.11 417:�� , '"' e,dc A;--�-...-- C _J T/4 , li:i", I si� . . ,� f I - ,/A' I , r .. - SAM, I . "'. .. � �, I I I W.- I , ­_ - . � I I .:,. - I I 0,01,41, POLAID) ED 1�1 i I e I I � . I � � �� E.D ' . � 1 -4 . : E.D 1, J EIRSTING POURED - ,� I - I I : 4 2 : ; (1) CONCRETE REOVIRED , I - A, 11 . . . . . . . 1-1. GAIA ? i .1. ',� 1 ii4l �,,,',��,., "" ; i � I 4v.,. R ., t, � I ., j", 11 'I 0C 8 . I I ; US 1041xu 9 : 0.0, . 0 i _ (D 9 -1 ownsve - i - 1 '. :- -. =wwN I i �_. 01 I I I ALAW, : i - ­ 1 (a) I ­- _! I M. _I : 1. %7_=".r � ; "I I I - I numm; : V � I I a -1 : I I I "I I I 5 SAWS - I .. i I I 0.0--l-11 i V : I I ? : : _(D i : �i I ; I ; I � : (i) : : , - : 2 : : I I C.. i 1 ,4 �"­,� I I 1 - ­7 I, 2 1 , I, t"'I", - . . . ,\ - - -6, I I i _ , " I I , - I , , , ., i 7 , , ,f � i _ 1, , I . 46=1 7 , I i I : "I � INEW,.. I . I - - ZZ1 - - I I - I 11 I/r III& EXIST�w POURED ED , . P I I I : 4 1 onn"O. J . * I ;_ CONCRETE OR X, '17 " "', ", �. CUTTING PoLFRE r 0 �Ep ED . , : - - ! �. 11 I -9 I I I . ., I.. CONCAM CA �, CONCRETE BE= WE . � : MI I 1, REALM I I I � 12 Its, 0C 11 I COWMETE BLOCK ,r . REOUIRM - ­ REQUAIIIED 1 ( -:. ,*,! L 1".." i � � "I".1 1, � � �L­­� , ",Z ,,� 0 1 I , V SO I I'll W. . 1, 00DWO POURED ,, I , . I . . . �i i�l CONCRETE _iv.-_ . I *EOUM ODNICKIT ANCOORS _ _ ','� .4 CIPXNM moon ------C 0 " STIA ., . (1) - - STIOCK"M V ITUID - (SEE 50"Oku ON =1=1Z .) T INCETs a umowcw, 1) WALL MOUNII[ING Iftfil-11,110 AMC BQQ mouvrims . W%,I;I I- woe. � I; - - - 1 = V.*%out W 1 1, (j) [ -�Z;"I . : V. eues, i : I & '� I (A-S'h- ,_IV I IF , PAO 11 I i Ir - I � I __ fe, 1 L -.. "77t77777`77 ,�,­�­;�7'1, __ - 7 ,77I EXtSn"G POURED' . I ! CONCRETE -'3/,.- AVOLIM0. - - ., " - - E.0 _._ � ^:14 =AWCAOIIS �,:4 -= ONT ,\,I CEIUNG,WR SHIM I TKVUW ., am Moui,MNG SECTION ZA GDALC 316- " I .,-.I. W., � , a '_ -ig"' W CONCRETE - I,4� e, " , ,_ IFFIF 410. 04 =NIXULI CA, ,\,, - 0 nia� 9) "in"N "Rill, ig*� I �1 t", CONCRETE NICHORS ME So"UCE 0. smarts a n"am f) : .1 � . I ,,A) ow, - �� , - , _: . , I 111'. I,' W�,- I . . I � , " "' - , ,16 "LV-.%,"` � � �� .�� I 0 i 1 1 I a � .", , '�] 1 rnn-*. �:,�. ., I I ]I' =11-ol 6 I IT=" = I 1 I --VGR a. . - KV.VW-'-- q) I me,w i " � . I . ! I I S � �,­ : I I i I I ; I I L' ' � I'.- I � 41:9w. I 11 ,� I � . .. I ;�; 4s- i . _ CIASRT WILD * I IT " ., I ;j . . , I I _ _ _ 0_�:4=� ,2 , I- j. w-i I r CONCRETE ANCHORS �� L_ � IND, SodVA,, ON-r. \ Ow', K-MeNbc '"' %NUIS 6 romm. 6) AL,TERNATE JUR OUT MOUNTING wm,� E,D. - IDOE DISIANCIC (SEE SCHEDULE ON . %4EET5 8 & 9) d NVILM. TOP & BOTTOM MOUNTIMS CAN BE COMBINED IN ANY WAY TO SWIT ANY . INSTALLA11ON � GULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-11 - � - I . � I I - - - 15 TOO- (TOTAL WTOTW) - � ­ - - I - - I 15 IW (TOTAL WIDTH) . _. - - 12.5w- (UrECTM WON) I - ____ .- I : - I . . 6 3/4' - - - w2w, . - I - I SPO. - I W- - - t.sp. _ � 300' I . .r, SW I .1 I 1� F­ -- � 1'� I. k � : ,' - 13W* ­ " 0.01"" " TFOO, -,- 1.350* - _. 'I �,� � 0- 1� ----i '� rkWWED - . I, #a*-".- , - --'I- ASO- F _,_I; " � AMU III III . �* ' *­�, , , �1 I, . *0 ��_��l // . k F I /,;': I 0 " ", I -41, 74". I GRAK 3( ____ - CKI ,bb?, //7f=D.! - - Ii�'�,IT ) I - Grw D 1 G-60 CALIT EDGE ' I - 2 a-' 2�'� : "' :1RI BL' � - It\ I - V . i;�. -P �\\, . . . \\, I . -,j- * *e , , "MMED �! , , HtD'G*K 0 0-60 DAILY / 1- , EDGE I � IT .7 1"WAIL A , ABC I I - ----------- --- --- - . - - - - - - . . , - - I- .i! I - , " ,,� � I - - -6.250, - -11.3,x (D STORM PAN (A END STORM PANEL - - 2.IB7* - .. : 'r I , �," "_ , I- . � I -- ----- � - - , .1 I '. 1 1.250 I PAN11% END UP ��', . . I 00 . a a 125' - M*_ Ihr�-20, %: -6-2% ,125* .AW -1 *i­ it =`ew. WKILD ' I W/ WIMIAED III ,�, �� I - , Im. FIT a 1 250' 1 " "W" ] I -' ILL SWFWM - ISO.- - .1 , I - ---` Awe, ,ur 1->1 I "� : , "WI.- - r__ - :,]-� � To ~ 0 10 ANGLE I I - - - ---�, .- , , MN, . .., I ,2 III, O.0 ,2 'Ir 0. � - -- 4�_�_ ., , 3.S73* '093 2 1 . I , _�,, *0.00' . - - 5.00 - -I . go 1.500, �_ /I .I, �� -"*' I - 12 1 ITT � _ .093 - �­ 21 '. am" 91"' t.x I �ij ", , .----:.,.- - I _- ,--, I . I "- I WTAWL I . OM, -, �_=,� 2125, �: - I 1 12510 1 i�., I ,/ ,_ It 375' - / Ntmmffk�, IJ�_ _ I , I I . 111 I I f - � " ".. ?- "/ . ; I _. I I I 5. -I 5001 - I R. &_ I ,W i It N - I S* Mow 1 2 0 �( - L I saw-, " �� �, I /11,nA_ mrf ISOMETRIC VIEW DETAIL A 2.ODO'3('- 2.GoI _ ROUNDED CORNER * ENDS Of PANEL's IS& END UP W1 HEMMED EDGE. (N.T S) (�) X HEAQE @ *U" NUDE (�) AN" (R AsGuE wa srun # Am= wy REVVISE STUD I - --I VAM . SEE W, - = - f A ,/1. & 2/,. a. 374" M. .374* - 750- - T '" D`P O" .n*,O- I 1 390- I TIT PAIMM I - - INS .. -r, I , I -1 123% VS*.-2k 30. SEND 1 ,_...,_3.I __ I ' r - IT am 0047M To , � . BAD. 1 42 1/2' OC I 40711.1- 625-, 375 . (_ 're � I& I I- 8-- I ) 671 Al 1, - I ,.07t, "s 15W� t Soo. ( I I - 31' � i -� , .IA31'� Be . ims* 7W* HOLE "in 19*0 . LOCATION AT I - - t . � I . I EVE'Ry PANEL Q~ -937, I I t- I 060 I I I � ) f-AIN, 005* G94* \,. __ ;W. __ / - - 2 O0O* - - -(TIP) 7.wo, (�) KEY HOLE WASHIER --.--- - - 063' (�) 7' TRACK ANGLE (4 3/8' *F" TUCK (2) FLO PUTED I D,03C (11-.) . ( __." CIALVANIZIED, STEEL .- - 094" " .).4-0 ,"\ '00"n"M VATH STU13 ` I III i I _ � - I - , I �`) elsl?.�..Pkl�. __ . _� . - , 'P�. . �"" , ; -I ') 8'ao,t :*Z,.­0cr:N8,, - '438-0 � . e .... J 10 875'. .1 . ' . I'll I ,� I f - � I I . 1� - --I 5 I_ __ )a -_ No. 44167 '.: - __ . . �i . ,;5 \ . * 1. I . Z*: * .. * FLORIDA BUILDING CODE (High Velocity No cane zond)l r 3. , . - .. - - I = BOTTOM . 1. I , ZAMAC WXEL. Or PANEL Vs % STPTE Of ,P - _% '""'""' N" 20 GAGE GALVANIZED STEEL STORM PANEL I . I 4S.- 12,, 7 . MAN .1 I - 87C ]SLATED WING NUT (�o KEY HOLE .... q ?. I- ... I 9� - -2.000' - ---I- avnAw &NIH / -� AT PANE II �, N PRWMT% LM. \� ]/P 11LIEC0.7c, GLOBAL PROTECTIO Own. ` ANG GO so ~ I FAR &MINANVILI. UK FeNG RUT WIOUT 4-I'I jjaV A X�-r= ANONG, ,... "L ' '"'($")M, 20-176 r5' .�' )d"I 'AI 4 ALUMINUM ANG ,-. - - go AN ­ ""I", =W1 - 1/7-1/. a= 9 - - T1 150 AW. I - I -, QGAAAAAG AW -cowls I AN I V,M a- NICKEL PI SVM) 1116 - -9 , , �'i '"'O"' I I .2 1 : 1 : - 2 - Go, I I INSTALLATION DETAILS FOR REGULAR PANELIM-k.." EM MONO DENS FOR INSTAII IN MM CMCME INTO EXISTING POURED CONCRETE OR CONCR TE BLOCK - aiamll= OR WOM : =,1`P=0,M`I ITAMUE 0. Dowwr MaHm ���,' iU*;1_ VAUD FOR M& UEE SAMY AND E-Z K" MW PANEL SYM UP-0111, '. ISKIC ON � 1. � a SMAMULF ON SKW a & 9) I - , k I _ *0 � I I I' j-mi,,. �,I .3 t-, - __ , . �, A(m , .,� I Lo � �., , F W" I � �� I i � v. = 111 -- , ! : I � I ­ I � V-7 4I -.1=1 .-= topm TO~ ,-0 1 ! ., I I . , I � I A i (A), X� CONCRETE . I 11) , - POI . , OCCUPIED. ., , , . I . . &A, ; � q) - - , I cv-0 . I I I I I ­ - �-_ ILD� ��* I .. , k J ; ow, � L--m-a .1 . I " , 1. I I ! "4 4 I/- f, \1 I 11 � : IL :4. L, : "I 2 I , i I I .� I �. WON .'.' � -_, 54,10 11 T_ I Am, _r I _', - -1 �: �L ,"I I EXITTKIC POURED I o " -7 -1 I - I i : - (1) R CONC OR i jv__� -I , ., .- '. I 11 I _- I-= MNC*"m BLOCA ; - CD : I , �11 / I � A - ! REOUS111M. r I 5 I i I J;IhL�M, T . __ - - I : : : :IF rw AGO , lim,_. - I 1: I I � I � I I .1 . . . I AAAAAAP AwAt I I � � I i i � i -Qr.,w , chl"N) CAN A AT W. ___� N _19r, QAOI . #�_ i I := or - "I we". a -1 I I ,/r I : " : "t SCIAMPUL = I V, III, fA?41I -11 01 11 L Axr.&% _. ,r_1 I ; I L----,.. Z OwIll 0 ; - I ': I - - I V!, � � I ,="" I &C 1. ` -1 J " = 10 .rNWAT 'M : - SOWIA"Q� - : . I 144 I I (T) C�) I � : I To GLASS I : i I : i F. r. - _Rw_ 11 ­pIA, I I =-. /---\ I - -17 r. 7.; �, ! i ; : , .; I . - .1-w [ 4, ,� Z_ I i - ,--Z= _1 ---*-,? I I I I iWel I A , 1 _ I", -11, . � -:1 I . 0 ­/r.c I / \�LIJ)Awia'/� - ;_ ,_ --- , , : I :1 I 5, I 111� .�/w;,O_ .�, I I , I � ; - .. '/ - _= I _ E 0 ", I F-9 _71- CUIP" POURED 1 1 ,, I - , CONCRETE OR . I � I I MM . I 0 O&A I I t D : � -4 CASE 0 ") TWO � EXISTING POURM I ` I C­ I J wat " i-il ... .. ... Id CONCREIT OR 0 SCALE 31 - j CONCRETE KOC# . I . __ "I , I I *EOUMM 4 4'' ---- _7�1_ - 6�-7.yiizrr r-M- /I :: I ' -J/4-- *4 - =�. ,,; rw -, ,� , =r- ; W -, "��"'"*M" i ": . =DOA111! =11111'% ,,,, �� .0 (�) ­' _­­�, ::� -,-,�:_, WE Z- PLUS OR OF TAP -OW , . CONCRETE ANIC"ORS . - I Cwt SCHOD" a- I t � ;i� ON SHEETS a "OUGH 9) L . - . - 6 0, WA! I u.) � BUILD NTMQ 1 '-7, SEUNIi PIFN911 1.9, , - I __ -MU 01OLAP K".- , , ,_ T"Aw WAT 3/8. " SCALE 3/5-1 a"- um %0­ �1 0 1% WRE.., A, "_ � - I =DUSTING * NEW I' WW , VARIES . I/r E.O. -I DWANCE CST -0 I . TWk Mum WK OR I* A SEE SCHEDULE ON . CASE F (PIAN) - LOPNIG STUCCO/ P I WOW PLATE SPAI -1 I SHEETS a & 9) I'll 11 ''IIIIIIIIII SCALE 3/141.1- F` , - -'em GOOD I 11 _\__/,III,_ . cl) �� , * NEW I' WIDIC , III . 1/4' i NOTE FEW CQWaIK&1= OF SECMM: II . . . .... . ­/ _J ALCOL TUBE ON I' . VARIES I a P I WOOD PLATT SPACER �� I , , . '1� I TOP AT BOTTOM MOUN111103 CAN BE ." I COMBINED IN ANY WAY to SUIT ANY . - , CONOIN711 AIC�m I I ML"_1(1P,#11 . . jXr,KwWAO , I INSTALLATION � MCK SCHEDULE ON -7 .� �J_ I I , , _ SHEETS . .R I�ACK C.* . - 75 8 nob" I)-] �..:� I - :1 . � ' C___ I. :.. L I 11�) : MIr 11�! I .. "I .. 1.� .... ; , ... ... ... ... EX5TOIO POURED .. - FLORIDA BUILDINO CODE (Nigh Vslkowd�fty No calls Zone) . . . . , 4, . 11-1. . . . M.'am"L 41--M - - - W.M-rr oW ,�,�� = - .* I ... I IN, K .1 X 000 ITILMON W 20 GAGE GALVANIZED SHEL STOINA PANEL I P i� .=Rm, I ;e­ - CONCRETE KOC ,:, - losq. OR ift. REOUREO " T "Ma"s NMI DOWN F, 401 SECTION X_J[ 1* *. Sit (�-�J . - . ­ " __ _� ON MOUCTS, U.C. FIT SCALE 3/M-I- - -41,�;�_,. /39/1010 , Is O&_ � " _ oft I , Z IILIECOoiec*'\'LOULMT.E=C'L'.$� MAIL FOR SPACERS REOUIRED AT TOP OR % &,. .. Ilk Aw,­Ac., OLIN TEIFTNQ . VIAMPIPOWN0 ii� BORE, $L 3"14 BOTTOM TRACKS ADJACENT TO STU=11000 BANDS % I ... A 10 ..-Or - L 'A"M wNw­=.%W­ PHOWL. IMIA)UN-ISAGI FAA, G,M.,WMI 20-1176 , ...... . i III __ ______ - --- I *i� ON . DRAWING - V7- �-� kilt --Owls AL O., WW !;, %.' A,%aAATTUAE/mPIE , i Zn I - 1. h" I . I I I I . I . . I I PRODIX f RVA11 �AII!IQN XIMT No. n2kU7M 2 . 3 2A2_IE&TBfRQRM- Large missile Impact load tests were performed under SSTD 12-H standard as L-NUALLMION; Installation shell be performed strictly in accordance with details indicated on per section 1609,1.2 of the Florida Building Code. Uniform static loads as per sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), Section 1709.8-3, per ASTM E-330. Test reports prepared by American Testing drawing No. 20-175. Minimum separation to glass shall be as indicated on Lob of South Florida, Report # 0814.01-01 dated 03/11102 witnessed by William sheets 3, 6, 13, 14, 1 6, I 6 and I 8 of 18, of Product Evaluation Document R. Mohner, P.E.. Scriz Moroz, RE. and Henry Hattern, P.E. and Report No. (P.E.D.), drawing No. 20-175. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespoda, P.E. and Henry Hattern, P.E. Large missile Impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1 BDO.1.2 of the Florida 0. MATERIAL G ICATIONS: Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11 23.01-10, deed November 23, 2010, signed and sealed by Julio E. � Shall be Wictly in accordance with General Notes and Components Indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, Gonzalez, P.E. 20-175, Tensile test report No. GCM-198 by OC Metallurgical, Inc.. dated March 13,2009, Anchor specifications shall be as Indicated on sheet 11 of 18, of Product slgned and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Toot as Evaluation Document (P. E.D.), drawing No. 20-175. per QC Metallurgical Report No. I OKMA 318, dated December 1, 201 0 signed and sealed by Jerry Jociotano, P.E. as per ASTM E-8. 2.3. STRUCTURA "MITATIONS AND CONDMONS OF 11I On 24 Gage Gal Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated length based on rational and comparative analysis, and in accordance with on sheet I of 18 of Product Evaluation Document (RE.D.). drawing No. 20-175 section 1004 of the Florida Building Code. Calculations prepared by TIltsco, prepared by Tifteco. Inc. and signed and sealed by Walter A."I"111111, Jr.. P.E. Inc., dated 12/1 811 0 and O&Q7113 (for this revision), signed and sealed by Walter A. T11111, 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, 3. MISSILE IMPACT IES13,TWCE, Large missile Impact under section 1609. 1.2 of the Florida Building Code, as per 7.3. Product shall only be installed into poured concrete. concrete block, and wood frarne structures. SSTD 12-99 Standard and TAS 201. Product Evaluation Report prepared by Walter A. 7`1111t, Jr., P.E. (Florida License 4. NND LOADS RESISTANCE* No. 44167), President of TI Itsoo. Inc. (Florida CA-000671 9). 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, OulIkIIIIII ,,!! X%!�,,A " rg"�,�7 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. z -, "'. ..... . AI0, , *..._, '.... \ Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 . . '­� , .,,I �� 4 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. F__ - - - ' .4 24 w . __ , * UTS 1 7 ..: 24 Gage Galvanized Steel Storm Panel has been verified for otide compliance to _"�'�� �� * r . * , work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. WAI � � _1i . -� - ' O!� TILTECO ADMON RECORDS I P E. REPORT.20 I, GLQ6AL P4 -' � ' 0 S, L I, AGE �10 Kin :. � 4 . GALVAMEO STE CIL STORM PANEL k OIRWG 0 20-176 % REPORT 0 20.6*�I,', S , I '. e�­- *� .A10111" I R � ^_ .7.!/tP-% I M ,�, ; ,�\GEN,ye,-7\ .. � .�o WI ......... . "";*' I9/0NAL' ON '%10 ,%%%% 01,11NIJI111110101 ­ - I ", . , . . . 4,�g�_ �:_;= ­. � , _ . . . _ . ' -44467 " S . ­ - ­ - , ' - ,4 , : 2 1-/7,;?, -21,,X#j * .*§ / / 1L % .1 . . 0 ..... 1171ORIO, ..". V, X! . %,^,��ss ......... .1 ... off IONAL III 001111114100 I I I I 1/4. 2/4, 3/4, 4/4. 5/5. 7/5. +IW/10. 2W/10. 3W/10. 4W/10, +6/5 5W/10. 6I & 7W/II 3' VM ARICHORSi FOR COTICRITTE SEE SCNEIDQUE ON SHEETS 0 1 a . . -,-I' k%x- ,. I* M" __ FOR WOOD SEE SECT04 ON SHEETS 10 & 11 I. &M. - _�_____ .----. _. _____!�___..._ � _ 0 0 1 --I­--1- .T__I___­T__r_._1'­ _ ! F . - 1 ,- 1 " , , � I I I D.M.. 20 (5),(�)-@, - * , ._­_­__1__1_­ i I I I I I I i i I _7 -I--,' --- I--,- � I ­ I -i- __ - ­ -t- -,-,- -, - --,--r- ­.­ ­ ­­­ , = I " ,_ , __ -1, -1-1-1 - (�XD- (�)-@ - (9) - I ; , � i I � I , , _� � I ! i � I r I I I � I I I I 2 I ! , I i I I I � ! ! '1 I I � F � 1 1 i 1-1 I I : : : I ! � I I I I 1 ! ! I � : I i I � � � I I I I ! � - - i TO � i I .1. : 1 .� )� i I . t �:, _ i - I I :, I _; - I -I _ ­ - . - - � I I I ' I � T T ,' � ' - � 1 __1 __ I i ' " F I I J I ; � I I I I . I 1 ,,- I I I � � I � -1 ; I I . I 11 I '4��_ I � I ! i I 1 1 ! ,I i : I. I 11 . I ! 1 - t I . I : I . ; 1,141" I ;_� I I i) ! i I I -LIED I - I ; i 1 ; � i � J [ 1 , ; I , I i , , 1 � I - - I I i I . - - - - - - - - I ! 1 , , 1 I ; i : ; lr� I 1/40-200- � ! FED PANELS PAN . ! i i am W/ LLIS � !(SEE SECTIONS AS I 1 1 1 � ! I I .I ! 5.S. M.S. SOLY *I �/IC . 3/37- ;1 i i � , I : WINGAUTS, 0 CA, OVERLAP I � . I i (SU SECTIONS AS APPOCISLE) I I � APPUGAI ! I : I I i I I I I 0 I I . : 1 I . I � I i I I I I 1 ,I � , i 1 � I I � , L1 I . i ! I , , " � . i I - . I ti i � I I 1, ! J , I I i I �: ! I i I I ! I . I I i I to J ; ; I I � . I . I I . I I I � i I i i i 1 1 � I 1 I I , [ , I , � I I i I ; � I I � 1 ) : . . � � � I � , , � I , I I I I I I � i i � i I I I . 1 I I I i 1 � i q),+ (a i , , D.M..@.@. I � _J .. I - - I -- IffiI - : a 1 1-01 Ai �91 I 1 I i 4ffil- 1 1 1 I eel� i -1 i;,�; ; � - i I � 06 i I I , I I � � (�)4).(�).@I&I- rM" 31 - - 1/4. 2/4, 3/4, 4/4, 5/5, 7/5. - I. WN - 1. � IW/10, 2W/10. 3W/10, 4W/10. � 6/5 SW/10, sw/11 & 7W/11 ANCHOPIS. FOR CCIFICRETIE SU SCHEDULE ON S-ET'S & A, 9 - - FOR WOOD SEE StcnoNs am &HEM 10 a I I LS (i) & lk ELEVATION N.T.S. 2 67* 1/4' Mow GAP A_', 13 (" . 4 OVERCAP -11 MHOLE VALLEY) .1. - - __ I � \__uv� _'__/_T1 . - X Z ­ \ __ I 'I"'I III. i/4- Kfw� \-r-/ I __/ \_/ 64 \_/ LOY GAP i - eo$ ... -1 � ...'.... A ,,, --(�) /.�j e. - - " EN "'-. FLORIDA BUILDING CODE (High Velocity Nut cone Zone) ll_p� I . - uotm M 20 GAGE GALVANIZED STEEL STORM PANEL r.P i . 44167 I. I CAMPY W SECTION A -Al". Sir - ----- i*1 GLOM MTECTION PRODUM. I.I.C. "on' TITS. % ATE 'il� _.' ' - $41; �� Z:V�� I.. �.'.-, - .� AWN ICA, .1 3"1W % , . _., _ a". IL 1133I- , ... '07.t) 4 I - (AWRAN-- Nw'CW4-­ � M)e's-ft.. F. W)NO-s"? 20-176 Z01r1_...'1Q1;; �� IN - - - ". __ Qpawww; - -Z ,%A, 9=r�W./1i6,.rM/m,W , C-0001111, - - M.i - !_ - "I 4 Nor � I P. Al " !�" . I " MOST 3 OF IS I W&I or 11 M 97' A I - I - I . I I I INSTALLATION INTO EXISTING POURED _T1R:GC:c=ftO. DETAILS FOR REGULAR PANELSJ) & U STRUCTURES I'll Corr 71. . CONCRETE OR QQNCRETE BLOCK P ;QU.R1GGZfft9ELT01CI, RIEDURECI . . REQUOIXID REQUIPIED CONCRETE ANCHORS I (S" 504VAE ON - 111" r. .= CONCRETE `NCNQNS 4a SO -MULE ON sww 9) . : VIM 9) . SI 0) I , ''I I ," I . � ' 1 � I I I -t ,_4 --- jT' I , , �, ._-IC2 :is $ _ - 0 _, 4' , , : : 1 " , 1 " , . : , I I : .� ­ I ��; I � I I " I .1 CO. x 11 ; ; , : I � .11 ,�� r6 ' , ! I I TIE— I I ,� . i : I . Cf. 1: �� � . : 1 1 - (:D I �., � � � . . I - q ii, ­j . , " �� "' I � I , i,'.,�,41��,�.-,�,�,' ; I : .i,t: - ­ ', 1 �: , ", : ! � � i- 9$WWW*w` 1. OUGS I I � I a I !-..]: I- js�-. I I � : � , I 1-Orawbow. I. - , I I � , r- WMAINW, - . een, A) I . : � r 5 ,:Mr. : sen 0 I 1 ; � . � � I I I ; I � � I . : III'- I -.,---:f-"."."L" . I I � , , � I . i 9 1 "'I I .,� I ; ,,, ! i & �,/. -20o. S.% SOLTS .1 I " '� : I ro'. I . I I : '110 =I I I - i - 40 .& I IS 4 ie I 1.,W,I,.. , I I OwULAP i -1 . r 1 ; :1 UKRUP � I � I I I -1- � i �1. _.. . I ­ � � - 11 FI ­.. : ; . . ! . 1,5 f - - - : _. ., ! r. . a I : - . . I ! ; - WAYM-1 I (a � : box . CNR.j , : ANCLIM TOP CONCRETE SEE SCHEDULE 04 SHUT 9 Im WOOD SET SECTIONS ON SHEET 12 - 3' MR. I. w, - - . 2,67* (MK O~ - - i . LIIL I 3' MAI Its. is wa wti I* t , As wr4 I I 1-9--i � ; I � *, i 0 I 1 : ! � 0 I 0 ; 11 � 10 I . - � � � � - , - : - - - - I � - - li. a I I 1 � 7 I I . � � : 1 , , ! , : : : I I I : I L . 4 I I . , I 1 SON 41 'II � I ! I . I OF *L' - 1 : . ,. , i . - I -. - 1 1 _ _ , I 1 - : I ­ __ 11 - I� . ­ � _ _ _ _ L - , . � ,�, 11�_, LL ', - M" , ". I - ' , , , i i I I I , _ . 7 � �� I -, , - , * I L L I � ; , : is =Is *I I VW I WN6 * I I I ; � I— -i '70 , " � : : � � ! . I I � Ig I Z t., 4 ,4 . i 'i : O.N. � � I I 't � ! .I� � i ` , : I I � 0 � � I 1 4 I ; ,wI ! g� I : ' I . .1,;,"II ..' . i 1 � I I i I I I � � I I H-� � � . L . . I ,:. : I � . - , I I DF "' I 9 - ... A. : I , , MAVI � _4'.. I I 4� I i 8 , i LL : L 1 I I ' : : I � � , I I I I f I � � : I I � : I I � . 119 - =,-*� i-,------­­ �___ I , - ___ I ___ ___ - I __ - _� I r-BUAR, OF "L . . I OF IL I I 5" : : W 'I � � OF *L* .3'. T ,, MAX A- . I 7 , �, � . - � ! � . ct 'I I - ;'. IF I . I ; - I I I 11 . 13 . 11r.I I I . I I I �. I . � , I EP �, ! I rw E I 0 � : LB - � ''. IT ,:,� I I I " � I , lid I 'Ir 0. I LC-4 �. .. B. I I I I.C, , "I , I 4--vil �� I . I . I I I 1%. 1� I , - 11 4 I " C 1 -'4'0-20.3/4- S.3 #%I I � : . � I MIT. I ""; iII 7/6%. t-] � y.v-,m%G NUT I ML poomm ANoRows Sweatitra W/ STUB (STE SCHwout ON SHM 0) ;SONINCOCIT on Lam RMIAPED SCALE 3/a.1, a 12 V/2 O,C. : CONCIAM ANCHORS tw 9CMM" ON .1917 1) tIZZIF =AOM OR "GIVING) QIRLCT AJQ 06 MOUNTING SECTION 2 SCALE 3/0.1- E.D. - DOE 'AROE C1:1'r .TWU, ON TOP I BOTTOM MOUNTINGS CAN Of ", ) SHEET 9 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONONEFTE ANCMM � (SET SORMAL ON ImEn 1) I �ax OR efolmKo , ,tN�-: .. .......... L � R.." EN& ' I :: . No 44167 : * 4i . on . I% am WV _. M­ - - W-11.011" " .. 3- MO. - 11A.0.0 11 W. - ANCHOWSL FOR COMO" SEE SCHEDULE ON SHUT 0 . FOR WOOD SEE SECTIONS ON SOW 12 1 ggauim sToft tt!F��3.A)lk Q rit-gyAnom I I /4, MAX, GAP 2.67o -7 0 , , (Uh Coal '01F., .1 wor ." ,Y) 4 MC___ -.-- ____ I ..... ... ;;R64 ....... ............. � � . . . , 0 I . .1, L __ , \__/ � . .. I ZA , III . wktx . CT SECTII A -A Qvqj SCALE 3/32*-I' .m ".31M) AN: " GAGE GALVI STEII STORM Pan I 'eLP __ - - - - ;: - . :� :I-_ ", III. e"I , I BAL PROTECTION MUCTS. Lid GATT 140, III IILIECOI� Am SW. 51 STICTIT DAWL Irl 3101- __ =_ W �048 E =-=" - r. __ 'Naa, (simieft-76.5, X -­_1 i 20-176 - ------ _6­0 a) a) C_ Cn wwo -Cu > a) c- .I = 2 0 2 CL -6--' C -a 0 I c -5 C5 -4.- 0 wwo a) -0- a- Cn - 0 t-_ c a) -0 0 0 -0 III= Awo a 0 c 2 c- C -2 a) 3: ICU C 0 .0 -I.- U_ I.,- 0 CU > An Cn -0 QD Cn E 0 0 -it L_ 2 " :E 1w M -0 4- C ._ -,-. Cn CL < 1A PrA 44 kk� Fr W mi CO3 C%I Ila Cn "A'"' = :2 `111 Cn " (D � Lpfi,j M (D C CU 0 " " =) I r_ 0 .= \ q'. It e. X_ =3, =.g C= 6 C1. C.-A = CTS uw) e-4 - M 7w- -0 U_ ci,- -Z� M .- CQ = III -0 C� cc IUS 0 C, - .wdc -, Na W W - I � - W - _= W cl. .., = .S! I- = � , .W 0 .A11 W " .- I CIC: � 3; CIS cc .W 0 :1, = 5; = �s W SID ,:111 W. = 0 C2. = F_ CC n CI "I 8 LU M < Z Z < _J a - _0__0 CD a) _C (n CIO > 0 L_ CL CL < -#--O 0 :3 _0 0 L- CL W 0) ICU M SHEET NO. SH 1.0 WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS L ""I 7­77 :11T r ­7 -r- I- 1, nx tjifffffff ff -- ----- I- J 0=T I - Of OF arn WALL VTV 1=411, a, z l AZZ I 11* k DETAIL 1 is -------- r JECTIONS I e u smin 0". 3 ft� TO, 0* Hu DETAIL 2 emu. OR cowTft MULLION SCHEDULE w- MULUON I" SPAN (R) • Im MULLION 2' S' I1W x loaDku s." . . III-$' To S-8' 2^ 4* to P-w. SPA% V In to Vo 2QPM PRESSM RATWO SECTION 1 NOTV MVLAIONIoNE AM it OW 0 STORM PANELS 04 MR OR I MR Olt WrMM OF OKI" W/ llleE TOP k OPTION) *.too wom WW-6 :I,.- gail 1- Ili�� i I. r Bt 1 2" J SIECTKW Y-Y SPLIT STORM PANEL ELEVATION an SC -LE Vr-T' INSTALLADON DETAILS FOR REGULAR WOOD STRUCTURES PANELSCD A INTO EXISTING 2 2 INSTALLATION - ALTERNATIVE sW SCALL. 1/4, - I' WAILL MOUNIM $ME- Ile - I, NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH &S.D. DESIGN LOADS UP TO 455.5. -72.0 P,ct. AND PANEL'S LENGTH UP TO W-V 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0 55 OR EQUAL TOP & BOTTOM MOUNTINGS CAN Of COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 0041:01M or-4m OOMWE ANCHORS (ste stawa 14) *W (BUT SCHEIRL" 14) ON--\ mwnw CONCRETE NOCKNOVID 43 ON am sompa" 0,I,­ 14 4114 Im.oe rN.- ND Sit 12 Ve OIC, " 'a I F (SEE 3' POO= eowmm G ts COME" state w" -7 (SET SCHUR" ON_j POUM CONCRETED - Lam %Win E ::�M �-�2. $00wr I.0 LIRA WALL MOUNTING INSTALLATION BALL AND FLOW MOUNTING INSTALLATION SCALE! 3/8' St - SECTION I 315- - NM 014 LIM SAFI-', =w 0 Lift SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL (My PANEL LOCATION IN BETWEEN END PANELS). LJFE SAFETY PANELS MAY OR MAY 7401 Or INSTALLED ADJACEN't TO REOVA4 PANELS (W1 OR W/O RED" TRACKS.) 2. M jE COMPONENT CONSISTS SW C ISIS OF 0,039' ZALVAMZM STEEL STORM P94U AS PER SHEET 2 Of DRAWWG. ITSELF TO BE FIEMCIAO 00 INSTAIAM FROM THE INVOE OF rros STRUCTURE. J. LIFE SAFETY PANQL REQUIRES TOP 7'eE t®AS PER SHEET 2MTNp TO K To K COMPONENT 0 k BOTTOM TRACK TO OF THIS omwml 00 FLOOR MOUNTED FOLLOWING SECTIONS 1 ON THIS AS VEIL AS DREAMS I & 1 09 SHEET 14 4. MI-1 LENGTH MR CCVP�NJE- to kot C01U. Mo., ANCHOR SPACING C)ANCHORAGE AT BOTTOM IS CKN ON SCHEDULES J& 2.ISKErY 14. COMPONENT MAY Of PERMANENT 00 REW"OLT ,ATE 3. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15 6 SEE SHEET 4 FOR DETAIL APPUICAME TO THE NECESSITY MR THE PIST41.00N OF ON SPACERS AT TRACKS INSTALLED AQJACENT AND BEYOND TO STUCCO/WOOD BAN DS RON MA. known v no � iw =w. - ­U] rw CMING k FLOOR MOUNTING WALL k am MOUNTM iNnAUAIM - ALTERNATIVE 49W INSTALLATIONS - ALTERNATIVE sw (SECTION AT TOP IS LIMITED TO +56,3-97.0 MAX, SCAU; 1/4* - I' &S.D. DES" PRESSURE RATING) X"' 1/4- - I- Im M1_ 11 -I A,0100 "A FLOOR MOUNTM - SELMON "W WALL 1/4- 1- FLORIDA BUILDING CODE (NNah Viiloollv Hurricane I Tom CONCRETE ANCHORS: SEE SPIOXV ON SWEET 14, 1- TEAL WOW SCIEW: sa swmk MWV 'A Sit & 1w 2/4, W4. 3/4 cp 414 r*I. 2 at 1w/I 1130 PANEL) w~ TI I I I 11 ( , LLLLL (END I Ill 1 , 11 111 11*111 1,1711 TIANAVE 1/14) b t It I f0 LJIMA 2/4 ZV* 3/4- 4/4 " II J� L11-1 & Iw/15 I k 410 It w/15 . . ! AtTew"I't LOU. ON In SAFETY P'JI&L L. AREA */NO Lff SAFETYPAIIELS 1 LOCATION OF LIFE (Ea NOTE )BELOW) 1.0 PEW" AANM IF/ OR 111,10 RFZULAR TRACKS -- SAFETY PANEL (SEE NOTE I snow) * LAST PANEL "PAU" AS OPTION 91 FOR 4 EE S6 SISML ST ORM _EM PANEL (1) & CIA ELEVATION or STRUCTURE SCALE 3/32'-1* OAP OK Su "M 0 SECTION B-B SCALE MAXIMUM A.S.D. DESIGN PRESSURE WItIG AND CORRESPONDING MAXIMUM PANEL LENGTH "Lim SCHEDULE 1,­. nwir TILE -mr-Aea -I'Tumuct Am - qmrm,Ne, - to .1 DCR:W� UN- -564. -12.0 OR LESS a Ve LINSCILTIT) I THRusk? .7--5- to r-Ir M... 1 11. WROMM y V I I)ft S a ? 21/2- -I&$. --to 12--- OR Lin 3 Ilr . vole"ISIPM - $a 10 IL • GOLTID e/ 31 MS & WOW 0 V~ A OOLrAM OF "Jn I)ALM ONLY FOR POW(I)& Qa INTIALLATIONS All PER UVIXIMS I TNft 7. ON VVIETS 4 A 5) IVJNM Apc"m SPACING M to . 3 11r "Sm mm_mmNm ------ ww " 1.0 HMulIN1N PANG, I PKCISLAW ANY COMBINATION LDKM V (n.) 10 COMWE 10 CONCF" Roe. 10 COKCRCK 10 OONCqM 11LOCI TO CONCRIM M C4"csm ILACx It Mo III wcpm SLOCK - Yor COMMEM To ov a= of THEN 4 N/. k/. N/A •%/A (top) I OMT) N/A VA II/A R/A N/A N/A '(/A N/A N/A(DI -553, -12D r ILIA VA -/A N/A 3 ON tESS OR Im 1. IV N/A T N/A 6' v •2t r MIA %/A N/A N/A N/A h VA 4 a l moivw) NJA 12 t/2- 6 1/.- '2 /r 6 1/4* ------------ (TM /survow) SEE smarre to • it ruit Awowm rm a swcm FOR OwAuAtioms ono am nums: OMM ANCHOR SPOCOM AND NOMM WK OWANCE AN O*rARO ON THIS SCM=At MR CO. LESS ft" mwm am SMIAIL tow ANCH" SPACING BY ML&r^1"O SPACNO SH" ON SCHMAC in tW FOUAWO FACTORS f" ?IN OKW*N to VIC POSSUL REDUCED PWNK mumm LTM I -Cm %4ALL Now IN LOS 11IRN, wNw1M VAAC" P10,11,101 '00 PAM ANCHOR ryn At ANORD" Lwm In d' .w-... _. WNG W eHI. 00" WOW '. ' all eIrI (,y -Trove t� n W^ CA 4M NEW prmm 2"0 M1" sun eIAwK s * a /c O.C. 1rMOIHS � M •r-w AND 6 1, UP ID, 5/r LOND DOW MADOW /C.-2W 11 Y.s. 0 To FDIC fft1EL LEMOTHIS WN6 Ile CC, TO U1142" Up To aO =10 RItPAIEINEU#Art FUMALLa100 09 Z11-11 IR tr INSTALLATION DETAILS FOR REGULAR PANELSO) A its INTO EXISTING WOOD STRUCTURES Ir . I - VAl" rt 4 ED ED 1' j; toI 3 Eoj r4,mm WOOD MAK* osowm 4VXMVO _01 ALTERNATIVE I IN ALTERNATIVE 2W SCALE 3/3.1* SET SCHUXAA ON !HINT a MR A911ROMTKON TO GLASS ED P. CO to to gown r. Cc! 1 2' go 1 t R)DI) MIDLAND, 4 -­:^*-�- S a ALTERNATIVE 4W In 1 0 "Dom OF IUME. aim 1 1*0' "ATE SCALE 3/8-1* I "AND wt PP nME CON NOMM90 I M=S NOTE SWITTEIR TwIciiIs NOT smovem Fow cLAmw I os._- NOTILS., 11. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH &3.0� DESIGN LOADS UP TO +55.5, -720 PSF AND PANEL'S LENGTH Up To 8,_8 * 2. FOR NEV WOOD FUME CONSTRUCTION; *001) MEMBERS TO BE SOVIMERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR FOULAIL. TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. STUDS 0 EVERY OVERLAP 11 VAttAII &%.A DES" INIOCIR or KVGLWK PNduM PLUS 10- to 3[CT&4 0 PRESSURE la CONCRETE To C9N co"Clim III.= TO To CONCRM KOOK 10 11141 ta Cowavit or THEM 7;W; .1� hl�A N/A N/A 6, N/A V A/A N/A '_ I A, 2 (TOP) _T _(9_0_noo) 9. W-C' OR CC" S" N/A N/A A " N/A S' N/A N/A I k 2 (TOP) 455.0 - 77.0 1. 1.•7 1/2- 1. V-C' 10 7*-b' .550 -72.0 A �"A NIA V N/A 2 (TOP) 7'-1- 10 IF V Stir WU_J_z:jtu nooR mom coNcivirmaNs AT wnwv, MLWW DEMON PRCBWK COWS S/rw nwww MIRE,) aws Mutarem, mwvp wimmeO AP 0 Mwo TI, U IN COVORNATIO, M PANEL LENGTH V (ft.) r WIN A" FATIM OEM OF THEM +49.2 -4iS 3- 3. 4 1/2' 4 11 _?, 2 (earroi 7*-s ' OR LCTS' +5218 -06.0 3. 3 4' 4. 2 (BOTTOM) r-d' OR LESS :_1. 2 1/ 2 1/2-4" 3 1/2- 2 (OOTTOM) 7--6- OR LESS ;;,D 1 1/2' 2 1/2- N/A N/A _j 2 OFTOM) )4­6, TO V-0 N/A 3' 2 (BOTTOM) TO V-8-1 OVERLAP 0 C.) r ,Y,TERINIE Su SEE III a se"Ex" -3, 02 3' FOR - 02 "W Mn ANCHOR III- ANCHOR SPACING SPACING MR, MAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) DESIGN PRI SCALLP Vir - I* MAXIJdUM A.S.D. (R.s.f.) AND CORRESPONDING MAXIMUM PANEL_LENGTH "'Le' SCHEDULE No. 44167 xz, to ULM -460 0 3A- SEE *W IS POR "Wft TYPIL Y $1"Womet MR "TAUAr" eno Wald Mum &mjNNAL MAIMIJIM ANCHOR VIAMM AND "RON ED" DOMM AM ftrAnb ON "IS SCHODIAL FOR CA. ults THAN micam ON 50"to" wwxc mow VN.-" of IMULTIPLY"ma VACIN; SOW ON 00400iAt OF PHE rOUMM FACTORS, POR INS OPOW"ON TO K POSSIOLL am= roan or"n USING FACT" OWL NOT K LM TRW MOM" WIROM 94mitO MR 0VM WPM TYPE AT 4KNORS 1=00 V41! AVOW rot 3 s _2 pa NrlL'..,_:Vw^ 104 3 3 .n 3 "ft La IOU 0000 'Ir ?0. - - -_ Ad L MAXIMUM A.S.D. DESIGN SPACING SCHEDULE PRESSURE FOR RATING REGULAR (R.A.f.) STORM PANELS AND CORRESPONDING U-) MAXIMUM INSTALLATIONS ANCHOR INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (yRum ONLY FDIC PANELS (Dal @ IMMLLATIOWS AS PER SECTIONS I THRU IQ, ON SHEETS 4, S A 6) VAIGAIM ANcM= SPACING tam LO, - 3 1/2' MWARN A.S TA;;6; CF LAP-VhP C"-w PWLWyf FTMAL1 go PAMI _�� I tow SET APPUCASIJ TO SECTORS # a mwmum PAME INITSIUK 70 TO to 10 To mycowwwok wimarN v (ft.) IMAMS TO co"w" 00"= M CWRM CONDOM TO CONCRETE CONCAM To CONCRETE CORCXM to COK*M cocitim 1 I'D Inx, ALOCK SLOC. OLD" &LOC. 1. N/A N/A N/A 6. N/A 6' N/A a N/A N/A N/A I (TOP) 6' 4" 1. N/A N/A I (BOTTOM) ##/A NIA N/A N/A N/A N/A NA N/A 2 (TOP) 6 VA N/A N/A 6 N/A N/A N/A A z (BOTTOM) +54,5, -72.0 N/A !�A_ N/A N/A N/A 1. "/A N/A N/A 3 4 (LOP) 17' -5- TO 8,-Ir OR LESS N/A. -.. /A N/A 8, 5" 6, N/A N/A .3 (BOTTOM) N/A N/A I N/A 1. N/A N/A 5. NIA N/A N/A 1 (TOP) 4. t/A N/A C, 1. 6' 1. 1. 1. MIA N/A, 4 k 7 (BOTTOM) - WA %/A 1 12 1/ 6 1/4- 12 1/2' 9 1/4' 6 1/4' 0 ;/4. 6 1/4" 6 $/A- N/A - 5 (TOP/BOTTOM) +50.0, -53.31 N/A N/A 12 1/2- 12 1/2' d 1/4- 6 1/*' 6 1/4- 6 1 /It* 6 1/4' N/A N/A 6 (TOP/BOTTOM) W-8- to 11--2-1 +SS,O. -72.0 N/A N/A 6 1/4- N/A 6 1/4- N/A 6 1/4' 6 1/4. 6 1/4' & 1/4- N/A NIA j8 (TOP/BOTTOM) >8'-8* TO IV-2* A N/A N/A N/A N/A N/A MIA N/A 6 /4. 6 1/4- 6 1/4, 6 1/4- 9. 10 (TOP) +43A -45O 4. N/A N/A N/A N/A N/A N/A V 6 1/4- , a (BOTTOM) OR LESS 12'-A* OR LESS N/A N/A N/A N/A . 1 6 1/4 1/4- 6 1/4' 714-1 8 1/4- 9 (soncii N/A N/A N/A N/A N/A N/A 1 6 10 (BOTTOM) Iff $NEE, 10. 11 AND 12 Me ANCHORS TYPE A SWING FOR WIFFAUATIONS ROD W= "PINE DMAING MROMILM MK�00111 SPACIMA 00 V"" Wat MAW AXE INDCATIED ON 7WIS SCHENLE, FOR ED, LESS TIVIN NOCATIC) 00 IC"ROULK V40JM 0INCHOR PAC04 81 VATIP41140 VACIND VKWN ON THIC FOLLOWING FACTORS, FOR TOW OPERATION TO If POWAIU� �=40) SPACWG MMU SCHVQwr Or USWO IJICTOFF 9WI HOT K LESS DIAN ~mm SPACM MMATDD R* EACH ANCHOR IYFE At AMC" 10111000. M 1/4. NiRM cr up-" 1 3 3 '/a EN CAP Rea % FLORIDA BUILDING CODE (Mgh Velocify Nu come Z0001 "K LIL am Imm" IF Ale Y 0 a NO. 4167 1 MINCL RUZOO, VIC 20 "GE GALVANIZED STEEL STORM PANEL rp 'So • 11LIECO. QAM PROTECTION PRODUCTS. 3 3M14 0. 59)01-7M& W 20- 176 PyAA (7 L it am .-HM, 1. OINR - M4)US-M7 OR**& ntn A1010 TAIL INSTALLATION DETAILS FOR REDULAR PANELS311 A CIA INT9 EXISTING WOOD STRUCTURES J14-;0 PARKIMAX PUS 114-10 PANELIMTE PLUS L14-10 PANCIAMIC PLUS . O.c w/ I Vir TO= D.C. W/ 1 7/5, 6 14 To PlINEIMM" TO PENETRATION to THIVADCD Z'= "WIF! IIJOSTINIO WOOO REAM DKIM NOOD HEADER DASTINC WOOD HEADER P -AIM. co" PLO 0 of , I r"111 2 /0 at O.c kye Oc 3r WOOD 141AM Mn , 1 MIR. ACQUIRED G mor KHMM ON SET SOWDW OR To PAM OR WIN. StPANA71ON ON MIN- PAM u7mu" M- PAN11 LENCTI, aY-NWT AY (SET NOTE 1) No k 1) tt L IS" Him 1) I saw OF Of OF V MAX 40 ISE. mile" E. L"': 0 Is t/2,0c o1c. I f _.. 2,,4' WOW PLAIT ?'0" WOW PLATE %10 ""'T. AT URED REQUIRED REQUIRED MCWTH OF PLATE - L--, t - -7 4*0 LAG SOW" VII WO ANYTH Or PLATE 04 STAQCM , I 1�101 MM At MIRVIOT" OF PLATE J%"M p UAWN L DIRECT SCALE 3AL-l" INSTALLATION DIRECT MOUNT INSTALLATION SALE 3/8�- SGAUZ 3/4-11 MOTrsL 1. 45TAIJAMNS FOR ALTERNATIVES OW, 9W & IOW ONLY VAUD FOR BUILDINGS WITH AS . 0 DESK I )N LOAM UP 10 +43.8. -48.0 P.0, AMD PANEL'S LENGTH UP 70 12•- 4' 2. FOR NEW WOOD FRAME CONMLVICIF1. WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0 55 OR EQUAL. �711` CfIR? ryNAMIM OF SECTIONS TOP & BOTTOM MOUNTINGS CAN Of COMBINED IN ANY WAY to SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (D -cu > (D cc 2 COL) cc:)L M -0 CL (D (D CIO cu -0 0 2 0 Eli cu 0 0 u_ 0 cu > u) •cn E cp CIO 2 cu 40 < C%a c:1 clim 9 17 CIA EV C2 M C-4 cu 1w woa w INSTALLATION DETAILS FOR OPTION I FOR LIFE SAFETY STORM PANEL SYSTEM Ili 10 wm .00111, RATION I 1'�' (il' CD Ea ED ED to Ell( cu > ONT, im 12 1701, ALTERNATIVE I ALTERNATIVE -2 cn top iAi,, SEPARATION TO qV4SS to 1 1 .: , , om (01 CD to ED , Eo� WOOD MACY cu ALTERNATIVE 3 ALTERNATIVE DCORW/ cn I" movem -L.. /4.'-Mr AS " 0 V 0 C' OR ALTERNATIVE WOOD FUME CONDITIONS & ANCHOR LOCATION cu :/4*0-20 PANDIMM PLUME 0 OR = RUA mum O.Q& I � "" ptwrmum S,. zw PUTIC M MWE SKITTER NOT Dow To* CLARITY 00,0110410 TZ WALL MOLL NTINre INSTALLATION• w N4 %0, 167 1 FLORIDA BUILDING CODE (1119h Velottly Hur loan* Zone) .10" TILITOD, W_ 20 GAGE O&VANEZED STEEL SMIJ PANEL < Dow w- z 1. 04741004 ARE ONLY VAUD MR 01ASCAVOIS W110 AS 0 DESIGN LOADS UP 10 GLOM 01/31/un 45S 3. _12 a W AM PANIC$ L040H Lim to 4,_r FL PROTECTION PRODUCTS, LLC. 2. MR NOR WOW FRAME COMETS" LCTQAi,, WOOD 90fifois 10 IS SOUTHERN REM. at01� cc IL us'. 20-176 PINE k. 2, W/ SPECIFIC: " or, 0." Opt CQUAL 'Nis J iwB43uD-?"e, FM (Wwu-$rm DiNemic RH PC Hill SHEET NO. SH 1. 4 - _ . - - .- ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 B, 20) - -- I 1-1 1 3* MAX 301/0 00y, Wit. Wit?, 4107. U/IIL 3' LAW' : I' moo, UWII�. ?AW/19 A, SO/M M/10. Nox/19 a OW/20 I. ,��, ­ Ft f* � D.M.or U4 77--7-7,. - -O I I _ -------* I - t_1__­ 1117 I l 11 0 , I 0 0 0 1 0 0 a .1 - -7-7 - ­, - ____i __11­____._ ­ . - I —7__[',—'___'__ 1 1 — F7 1. � i � I I l, I � . . I : I ! 1 � I : l: I T III H 1. II,= � . , 'a) � 0 IO � I 1 � I I -0� , , , - ".2. .,�. 1 ! ....I.. ,� ; � 0 L": " I I I ; , 2 W - I , I � , r ��, � _f � - - - - - ---------.--- _ - 11�� - I , - - - � I : � J� I � ,-' , . .. 1. I ,-7 ­ .,- - - - 1, - ILI . -;J..- , I' �..�104)F MAX. I, . 1_�� � ______�_____�_'I�� � Ij A . " , ;(SEE LENCIN 40. � Mrs � 3 - �;.. . � - I Moo On MOMMI%WSEE SCML Ul I I : I ! : �, I a" I . I . I 4- . LI4---I i, •I, _•i !,I , � ..4., ,­.) I !It 1 IsI . I zwI�"`KT-"-II. 0ye SFE. VI me Bottom aiven O.M.,@-I& fl�I . , l- _t"ftw- was turad"6WHE nm I MAX17 AA/17, SA/19, 4OV17. SVII. 3: AI . ILLit 1*AAW/I;, 141106 Ik &W/20 L�B. I" WAF/20 I• MIN. I• .. Dam= WN/19. "WAID a � I- - - - ­ ANCHORS (SEE SECTIONS ON SHUTS 17. 15, to A, 20) - _ _- OPTION #2 FQR LIFE SAFETY STORY! PANEL(LELIEVATION SCAM 3/76-.1- 10, - w T� 2ow . w -(i)-@ ' 01 I , , 19MM SECTION A —A SCM1.1/el MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND pR �:.! � 4 . . .P,��4.\ 1 L CORRESPONDING MAXIMUM PANEL LIENGTH "L" SCHEDULE :* � "t.)CEN jL'., , , . , . . Aor�;il`l ... 44 . * : : . e t . . * I . ) FLORIDA BUILDING CODE _(High Yerlocity, Hurricane Zone) . MAXIMUM A.S.D. Ml PANEL LENGTH MINIMUM SEPARATION *p ". . - - 02M VIM% iix. rp DESIGN PRESSURE L (ft, ON PANEL 0 1pt 20 GAGE GALVANIZED STEEL STORM PANEL ) N. ---.�...�RIDI',--' RATING (P.8,0 (SEE SECTIONS) TO GLASS CONDITION �. Dom ft -1 �4 - — /m/u" ­ I 5I __ _�. GLOBAL PROTECTION PRODUCTS, Liz. 0 bm +55.0. -72.0 81-8. 2 3/4- UNBOLTED w 11LIEC0.01C. am " 11,30C . .0 / I Mail FL - - - ft� OMXW-7$W F1% a""$-"? W-01 ,a-$,. 1.1 Arz".== 20-176 fmi en_� � 7 COL -­ ,.r. vx/somm"Tc 04011011?" I i "I nM vift^! — i - I OftioNa ft I . F=9 Sm" 16 of is INSTALLATION DETAILS FOR __ A UFE SAFETY STORM PANEL SYSTEM INM EXISTING POURE 1/4' UPCOW ANCHORS ­ 1,14;TAPOGNANCHM - t/4"tAPICON AMCM= * TAPCOh Awl O 4 r NUCK.0=1`11 BLOCK rsww , r-C I POURED CONCRIEi � ON CONCRETEn� 01" REQUIRED vci I I , . I 1/4' I- - I .— , � , , ; , �t I , w J. T 1 . V, I � I 0 .... I ". J! , 0 I I i I I � I # I I i : li 1 7 I ! I I 41 I I I I i I `,, 1, I � v bi � 1� I IA � ;1 � 11 111111;1.��4 .1 . � I I : I i I - ' f " , I'll - -a' "'ol - ,/32 ' MAC Awn %1.4, m. W*4 WA I Ii., U, to;N,SHEA 0 12 1/2, OR (BEYOND) 1,�4' TAPCON ANCHORS _ 114 6 4 1/2' _6 (WAGGONER W/ SIM) (ST . POURED GONC_rL I M,URED CONCRETE ON CONCRETE OAK Olt CONCRETE BLOCK "Moo WALL MQ1 ka'Nn INSTAI I Anow wj�u W"r, INSrNAAM a FaufffmEL 0 Unft"FMANEL SCALE 3/8-.,- SCALE 3/8-.1, I f I I jj O.C. O.C. Not INM to it 20 MR Arom TYPE & ANION111111 "PC 1. Y!7�_. w.cM. roo WILINUMNS "to woo ­ UNIDO Fft" oLqLDDO M, Xwom rum ov.I 1 WINANAW ARCHON SPACINOW AN 3 SOMEARI M" AMCKOR SIVIONIT OF 7- -, wal DISTANCE w —, W" .-AL - ttt 0.) ON Ties 11ICHIEDUU11 Mo ED LM TWA IOWA= . A = R-1-1 _ "TOLVINO VPCW SHIM10 am "C"'O'" APA LA "K awmac ram of TIME FOUCWM FACT=. FOR, INS , OPUMPM It) I POSMRL ft%M ­­ - I I Il As 44H L14M 091AM UWA FACTOR SMALL. Not , ­­ -­­ - ­­': FO-- W UESS it" wmw NOC" "MOM_�.W_ I I R EACH O WK ON TM S04101VIA - .A - . POURED Cow" CONDOM ­ aLORm WOUME, ! f--C! I - I I ED � I : , I k, I � � I L I I , �L - MARWl . live , i l : fXTSY I i ASS I � I : ., ,�' ) OR '"FE.", � C�� , , " , , I I EMA I 11 � %,, ; �.,.;, -,I_:��,",�� . � I I I - � . 1 ; I I 11 11 I I . I I CD 1 -0 : 1 (1) -wr A, i -070. hi, v to 1� I I ; M 4 ; 0 9 14 1 L 11 I 'if , 1. w .A. , ; i in 1 '* * 4 9 _ .41 ; i I I I & � i I - It. C pC i I tr✓ 1 ! I " ;f" "., ... � � " , " CD i , I, 0 1 uo.- : — C to. " / I / ; I . . - , I ­ I I C - 11,_I , I ,�f V1 I. l-V " -2,0011-F-S. M.I W/ .,;4 .;,2.0,31I WS W/ I 7, '. ONG NUT ftswA � 4 /4 , III! ..'. ONG NUT WASHER , " I W4 : I ' I � 0 4 1/9* CC: POURED CONCIM"k. OR CONCRETE BLOCK L- wou"M WALL HQUtMWO I !r I I ATION WALL MOU -RM"PAIIII SCALE 3/8*-i" SCAUr 3/8--1- I. ' TAPCON ANCHOft I 1/.•,EiN'+CON ��6RXI�LAIt� INSTALLAIMN DETAILS FOR OPTION #2 FOR SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES w e IAPCoN, 4,04M 1 W4'_ TAP ON ANCHORS a, D.C. I Cc 1�4 -114 POURED CONC. , , gD ONCR,M " DR CONCRETE MRETEOCAr � ORPOUWC� JXK. L I If I - I. 11 , RIOURCI) � ' I A REQUIRED , I _1 LIFE SAFETY STORM PANEL C : tEAL, � I , , , ; . I : - r v 3 - . t- , i M.- !. UTK� I ! � #9 ; . I : 1 '­�­"4 L if I : I I ;_ � i I : I . ; t I I i I : � I I � k"D 7 � I i ! L0.0 I 1 , I ; , , I . 41IIIIIIIIIII . I I U;I010 PANELMATE. Aim 1;43132- *160 KIT *ZOR I OIN,C BLOCK REQUIRED W" MQUKW INSTA=ON 0 U 0 11107PANFIL WAX 3/8--i- 1 I �­­Z' , " E.O # , i 1, , , � .1, , - I - L� 4. i I I I I i rd , - 19 I I :: I . I I Ir .1 I : 1 , I I I I L-IrA N01% TO% h fABM� 1100 Ems 011 SPULYfa BY . a, "*_0 a) CD 0 6­0 = a) ca. = = = CIO -M En 0 C 0 _C) - = 2 a) = C .0 U- — M M a) 2 Cn a) _10-11 CL j ( I AIMAXTIE - - ........ ... M­'-4 , 3/32- WING NUT OASHM (BEYOND) POURED CONCRETE ON CONCRETE GLOCK REQUIRED WALL 11112M p q:.UA'I ATION ZgeW AN L 0 LIFE SCALE 3/8-0- Yet In 04%;$ ft 20 FDA AWC , 1/4'. MALOND vom phbmk INSIALUITIM INTO 0 me I FRAME XAFUM W, Now www@ 0.4 3 ­ 3 ­ 17- ="=wj1=.= *-- m_..,___�_.__i_,w_ so"" rue " To" RacArra ow va-M4 QMRAM VIA 0`4 3 1 SIDAMULE *UW.A ANCHDI pu.wwx SiNcoo; pow" ON soma" ADM%. " on ONO* . . , MY 11111 F *W4 NICIM FOR TWIF OPUWft TO K POO&& *20=0 ­ I if-ai" -a : :_ VIACOM WrAm uw F-Cm 9%Lk WIT 4 qr - K LESS THAN WWOM SPACW INOICATO MO VCR ANDOR WAY 0. ?"A SCHEDULE - LL. - r - too me I I a 4 Z Z W J I - INSTALLATION DETAILS FOR OPTION/2 FOR LIFE SAFETY STORM PANEL INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on -11 "I'll - - 7 -! - 94AU K I 1/4 - . . ,- - L �', ,I1 Y " = 'I - I � , '. L, - - ­� T 1. . ILL— �_ --- , - . ��[ 0 1, 11 I! 4 1 � . j_�_,i. ... � . l, 1, . WIND LOADS SMALL BE DEI MWO AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0' CALK-01 ANCHORS SHALL BE IS 7/8' INTO CONCRETE. ia . I ! L I , 1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l I � . I rOcArM .1 i I EXCEED TIME MAXIMUM (A.. !) METO ANY FT ov 't .1 .,�� --, 9, , 1� I " OU �, - I , .. 1/4" 0-20 SS SIDEWALK BOATS ENOUGH(SHOULD ANY "141614 MATERIAL EXIST) 70 I �J.,=61"" - I V1.11-11-91w � I ,. 1 1! -'ig:;"`K-AO`" , / - - ANCHORS. I w ILAJ . . � � - .1 .. � I . � I .. " I I � � __ -, �, L' , ,�_ -- --1; � I , 1/4-0 TAPCDk 0 11' D.C. - t ASCE 7-16 - ts = I , , 'I liff TAPCON a Ir D.C.11 r 0 Or ,,, ,7 _ I" 0 1 � , __ - , , I i- . I ,... . w . . I :" :1[ i 11- - THREADED ll W'I 412- MAL DREADED , L'I I I ,;,�M. THREAM - . . I ,, . . I ,./, To I 11i;or Tw"= � , il 1, ,.� t I- - �� qMEAM .1 I AT STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL. L I I I , �",/- ._:,*;i�� ji, I ", AT wow ", At WOOD ") I HEADER . I FARM ANIONI)RAGIF 6 , . il I I . ii I 1 , 1i = ca tj �z .. MEADEW i 1: ME49CO * HER" I I. SMALL. K AS MENTIONED IN ITI) Mo IN 0.2), = HEADIA I 4M80,I06 � , I � I , I - �, I 1), I r , " i. I IN ORDER TO VERWY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT STRESSED. A ,SA INCREASE =2 - 1= = :111< , 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n " w . I 4 1/4 IN ALLOWABLE SPECIFC41XI OF THE ANCHOR' - /4� --- I 1/4* 147 114. , - I T loop. - 41"� , I j MM_ _ , . . � i. I S. .!a 1 L ­ 1!eN_ i i I sicenow tells OF MANUFACTURER - - 2: -% I I I 2; , I 1 7­ 1, � ! 2., . . , I v � , Min � VAM HEADER 14-- . �, WOOD HEADER, � , - ... 11 STORM PANEL'S ADEQUACY FOR IMPACT AND rAtIGur RMWA.wa HAS VERIFIED IN ACCORDANCE wr!)� 0 , I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �- � On, " �l I . �� I . ; REQUIRED � I I I IT -cc Z_ Mg ., ONLY 91 ATTACHED to CONCRETE. BLOCK 3; -�. 2 w I I I — � I . I ; I '. . ; I i (P.. � I 11 L � I . ; I �' I [t , i � � I 1. -1, , 2 US 4 0 BE INISTALLED ON THE OUTSIDE Or THE OPENING ACCESSING TIME OPENING FROM THE - I ; : ,­ , = 1�1 �, - A I I ,..� = . � 11 , J I r - . 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL COWOKNI EDGE$ WHICH REMAIN IN CONTINUOUS :p 11 = a 0 � ! : : 1. co i (3 I 017 cc :t: I a q, ,-%OZ -Lic EXISTING w BLVA� ) : I I 1 : ! Lon. suwym u W To CAM w MUM � LEMG'131 !X va , , , , , I I `� , I `� ` r I` L ��i - )I'- - I o I , __ I "I , I r � 2i — - --- r_ . , � 'r I , Mr, , � � - � , , tl` rp� I I "I �, "I L, i , I 01,111"/ I I , "_LI ` I .L ", 1:� - � � ! I , � - , Dor ! ; 1- 1. CLASS 901"Litr : I ! I 1. M­ =_� _( "'A'"Nom I I 3. SERIES 1000 IMSTALLATION IS APPLICABLE TO SINGLE AND DOLAILE SME W94DLWS WHEN iNSTALLATIONt is REWRIED fu K � , , I I $a C"WM I � = PANEL M.- � 11) I I PAWL TEAM I M am to) ! PERFORMED FIRD THE INSIOL or STRUCTURE 3: INCIIII 1" W­ I wT NOTE I KID" � MO, REGULATIONS PROVIDED BY THE JUMSIDICTICA1 WHERE PERMIT IS APPLIED To. 0) L' BELOW) XXSEYFS� Ir =1 � , . 6, j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u - - I �� , I , � i I I v W. All ZA, = = - So*"M. - sEr"'M , OWING I I , . (SEE 'NoTl "Tom-1 - — I I CLASS To MAM LL ; 1­'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I., LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I 1/4'*-2�4; , "TV cm SONWAR " ! ; ( v .s :9 .. wast 10) � I/,I I I I ON SHEET M ; I., C w 9-w 10) I SEE NOTE I KLOW) I/4-#-ZNI' , (SEE NOTE I BELOW) w 78. x: Is M.: I , - I I 6. OM NOT PROVIDE � � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in I -0 ! I -- ; I XCT. I = . I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_ i . ovo - I NU 11. - - : � � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY. 1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . . ONG , I I I W4131 111 L M Cl _ L': -- THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al - I , Not UWTL FROM THE CONDITIONS GET LED ON � I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY. I ; : I r O'C' W11 1/2- T . ; , I I � : z PENETRATION AT I".,r.' 'I', li!!j 1 1 1 _ 4 L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED. I . . 11 "� - 11� I l'. Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4 : . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED OR ARCHITECT *HIC" WLk I I I—, I I I I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL AND *MO WILL BE RESPONSIBLE FOR THE F"wC" .%, : I SMALL. 1 .0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW -. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC, I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND or THE PRoFEssoNAL m"Eve, or I . .k . I . IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I I - 1* I . - - V/410 TAPCG" � 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,) I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "­3112 P.J.,L) 1, LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN _@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4­tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS BY ELCO CONSTRUIC I I I . I 4, V4. 1 1 ­�, . ,�4� - It I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING . ....... , - 3/32, *ft WASHER 0 12 2 OF THE FLORIDA BUILDING CODE /r QC Mo W'Skin i �! . HER (armid)) j I , ; �l I(Kleopo) i � ;,�_ �l . -_ I :,�. - -- ' L I I � YAFCON f` 0. I I .. 4"0 1 I �77_ _1 I � � � I PAWIMATE L � , ��, I *,,Apl M, to Fr` Cc '7% , __ I I ! !/a f 3/3 Nut I , I= 3/32* ONG Mo . - I: V ,;= : STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL , FEMALE 10 A, PANELMATE PLUS. i ` '* WIND I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA I � * (BEYOND) =:I� J, ,. � � . or PLATE 1 ,. 14; u l - REOKORI � 1-1 ,- to I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE % FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN OF PLATE � Of PLATE , ,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : � - ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0 3/4- PLATE /V . ,ft. " I - . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK X. :1 . � "'l 'i 19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS I - --- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i J1'1.___ _- AM MWATION WALL Mg 0 - I .1� 13 ._=.a 'W'j"INTHM SCALE 3/4-- PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR 9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _* SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN ) AND IN A.ZL ji, TI a RIEGLILAR A " _E=jM_Q=WE.ftLQ.t�, �... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1- W. "" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone) /*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill . . 1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l . Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE SFORMI PAWL Rn Sw P �.. F. 3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or 2, MR FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. ­ __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. -- ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm ­.- . . 1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL . z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN ­ _111P T1 LTECO, -M I.. at 11LIECOin S,, . _.���_ Vt.. 00 z I/ 4 ��;-.. FL R1 . WAL FL 33314 PINE NO 2 W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176 A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n s, "I"All.).M. . r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"? - , . - -1 Ion."Wo- aelon- - - ze=_--ur- %,,',,,3,rF1 ii%- - am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at"" - IN a . a='m ... 1-11. , -, — .0 - AN 191�sm i CA-0,30117 M , . 1% IF — - , — P MALO.MiAn."M *_ , , a*-wats "JOIWV'WAL. ; - Wow " 06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war ' or to I — I -,w I*-# w-iIU 44NI, I - I .- SYSTEM ' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK `.:i DESIGN .,; FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT USED SHALL K LONG INTO ! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4- I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER O.C. 1 1/411, TAPCON 0 #* O.C. HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH OVER STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1­ . _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND COO - L " � ­­ - I � , - _veI ­­, 2. —_ 11' 2 1 1 IMF BEEN , INC. REPORT 0 2032, AS PROTOCOLS 7 LW,.' i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL. II Vtu,: SHUTTER STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL FROIA . Yin. HUNG I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01 Z. ORM PANEL ' ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND ' 'a..-. ,�..... I - . 1. " I , 1 4 �.. ,� WNW ., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR '1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES , i�' .�'„ 30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH ENGINEER , 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT . � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER, , 10 SIGNATURE CONT. I - ­0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S MANUFACTURED _L- 170R.93 1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099. D.C. 1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR I,; II ' ( . . . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE. ANY . BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE 1rL A-3) IN CAM THIIA' PRECAST STONE, , AI. PANEL GALVANIZED STEEL AND NEW WOOD , uxNl • 44167 r yA , t s — RIES 2000 & E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-l I. - - zbot- - Of"r , - " Do I a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M. \ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I* p_1_N.?__ ,j) . - - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1 =11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, , - - 1�1' 96,14 A,___ ., - I - i 1. .. r A-.�--4­t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I - � q.'� V-�4 � .MKIRM N ­(4) _�_ Cn -6-0 ­­­ 1lot _­\ L v . I zar_P, � ,,, 11 L L !In ; �T ."01~0 ­­.'NL - _ILL A -9 - I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif 12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I � _T , _ �� "I TLY IL : : ;,, - ! I I , I jj� .. - 073, � 2 SOO, - - 075',, -4) - � I * 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD . 4 �. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. ­ - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"� A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_ 0%_ I i / " A -- : _711%1' , I L I . I 11 � , _r 1 ]L] �, - J H , � 'I I 1!' I.. L.L.11111.1 ;A- 1 � I , � ,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' - ." , , I - , (b.) "I I MEAMM, 1"IFF. ASTW 4­653 � �L!Iilt I I( `466 � �f awo : I : L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I * 1, i i I I I I — """ 4.- I , EDGE - ____ . � I I I , I : I I . I I S M" _(�) l.1, , I 1 W ­' I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 1­4 v+=j U) 11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1 - ­_­ __ . . - -.- - .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - ­_ _­r . I : � .ise - - !. I 1 1 - - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i L_1,3�0­- I I I il - T"T �1, 1.1 � I �--� -- - ­­4.230' - - - ,*-2.470* #to. ! I 1 1w -, / , I iii Iw - L, --A,- --kl- - — - 1 -2.470' -- _L_ .k-- - A i — -0 =3 > 1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � � I I I - 14V I i . 70. , I ... ii I 1] I—_ i , I i Il'l i i I I I !, I I � -1 i[I .1 ! I I I (1) STORM PANEL i . I i � _1 1 - , - -] IJ I -_ - � I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I 1 i I in.i,i t I ) I I `1 I i ! I i ;, 0 : I L i I 1, I I I 11 I i I CBBBB L_ ��, , _�' 4: i� �,-, - � .A VIOW , I . a ii. 1 I I (1) RMRSED "h' 7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -, __,_­. ,--"---.F-"-.-L"-,----.-I---,-"- .,. / ..- I= - I y1.1 . MAl 1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "' I . - I- cryp ) MR W. - 11-w ft � __ , --- � . I MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL . I mo� L I . ,.= . 20-0/ - . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I rViNfLL*S '" Lj!P 1, �, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a - I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I W;w K OVERLAP I 4=14w. a I 11_� ."Z' � I ". 1 ator 31 PAWLS-6. i I ; I I X U) �, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�­­_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 ­­ . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I "",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ; " �­ � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL T e I 11 I 1 4-j ,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91­ (D SYSTEM - - ,� ,� j I' if �� , . -l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I � .,, � r I I, � ! I , �1' - I � I I - _.-IL-_ - I < - r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0 D. - I 1-__jL,__ - ,* . .1 ................... ,_ ____%1 - "'. I . Kwxq,_,,- I , .1 3/w . I' 11 **S , I I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' ! 1 3.750' I - III. 1 1F7117._. ; I If , /_4 -1/41 III. - 1,4. I i t I I ;, I i VR� � i a) = i I # . ISOMETRIC VIEW DETAIL A , I 0 J1 -0 -, !-"T " I *161�- : C I ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i 1.;I ,I ,-It END UP W/ A;A SECTION 0-8 MACK "i I� 1, - _ I 2. L_ , I � T 4;r- q"'v .1 I 0 1 I L '� (N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3 - " .�"."." IV , 1:: (1) A0B[BM_2L3L20_=; - Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r, I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM —2 000' I i�r " : MILANX co-own I (1) MUTIQN-of SERIES STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 2­4 1 !" - 0 BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�.. C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO A i I 11 ", .. J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, , I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70 TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I - OW SMALL BE _2W/4 1��/tr 32;, - %AJtA%`* � (�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0 j + ­1 , VWA - _(9) .11.1 SHou 2W t3l & It L mr/ -T MQUNTINa A 0 7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U) 3. ,qD= =C�� SHALL CC ML 1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL 00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING " Cu EXTERIOR FULL FILAAGES OF D40 PAWL OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0 1. BE PROVIDED AT TOP OF SUCM PANELS, (-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR =AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI 04VMR PANEL = 3PCC#CATON OKVAWAAIM no (3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW, 1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4 I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE IRS USED JOWLY IN 4 . . ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1 I - to BOTTOM TRACK MAY OCCUR ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS S ..., TO BY Y M TRACK �L= INSTALLED - ri w Obs' (Typ) . 10,1VIIIIII I,. %, IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3 4 _S �Jfl ­11311V6 , .1 . Jods N tit THEIR OVERLAPS RETAINED By . . . . , �.; ... ...... . , M cgo"MM" a AWJM . � v I �N . : NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone) ­j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . < -1 . . om "M AK1 F.P. - I Ro= I'll, BE . olm ILMM INC. FP 1 7 T D I __ . -- - I, . . I .* No. 4 167 7. I , FATE OF :'q 20 PANU ;z i .?w - OF -'q: 4m TKIOM IN: 20 CAGE GALVANIZED STEEL ST01111 PANEL r, -, I 20 GAGE GALVANIZED STEEL STOW PANEL DOM , & A , - r DOM MY � , - - - (_ - .;01 COW& w- . *. : 3' Mo.. --J .. . . - L-L I < Z3;".. ?!.Ia---- , =_-�'--, — z _-4;_1 GWRAL PROTECIII QUAIL I �.l �Lxaz � ---------\ PRIODM LLC. I"/w/3'" - '> STAT 0 .. 7E C �_* . DKIII I1CAU` I/r - I* �, am- z - . . ' F - 1. ON LLC. '",""No VIEW GLOBAL PROTECTION 3"WiMax.) AL 1, few I / ILTECOm \ _ 1-T � 51 FAULT _ _ (2) "' " I I - 11LIECOINC am IV, TIT mw \31" T CAME. IL 3014 "Iffrol 0 � �m, 4%r� A v ii/1-.7. (054)50-M-k FAIL. PIKIW' (M-)§W-7140, IATI < 11063.43 NUNI IN - FAW .1.1 I 6" I 1, - � am W-41, _*`01cot'm 1r(:*"=j­ O.-ccow, -io6i, "AII 0-0"- 16416"I .Woo* 190 Ofte" %,, I At I - D,0=719 or !!! . I AA."O - 1 1 1 ! PX, ap,�� 6 -.1 iwiwwo LANKA.% — abow ft ;,100va, tLAU/so"TuAL'un Fix . VA41VWWW410AX ukfm A, ALUT a.. op - ; I I" LONG , WX I 'i =, Lr "'IIIII, .. OUT .196, IMMIL I'L ILI" la,j DoMMO_#", (ft.Ow-f"? E-.-..jr,r= Mac. OM)NI-7$4k FAX, (W)NO-Wo 20-176 , gi x=..ew= P~ 20-176 W. I'D- 176. . A�.:.M_61 F., Woo A, ,f I LINI . , _j WULM .� PC 2E , � .S�W ILL or 21 . " OF III - -- - -11 1000 7 ji.t, %As V/24 10 14'/24r To""W'90.0 (M wn 3 SCLO" '. It". 2-/24 * V/249, Ni cm won A entwi PANEL(I)INTO POURED CONCRETE OR CONCRETE BLOCK Mn- I-2.591`-7![ �, • _1�i� < ..` T_I j -.,I 60 4 v ' ' '(6,D 44V . M NO2 I } ,4I • t It{ i , I ! I Hii] 1'I I TRACK (1) REVERSED "U" TRACK 'BEE �.,-'" �'`' San as ' - Ni a' W. w --�._. HEMMED EDGE. ',",,�- __ - . ". SECTION of L. �':: ?me: E - Z NAND BILL. WALL BY MEANS Of zgxt:o?-- GO--, I 11 " `'r, BOTTOM CONNECTED WING NUT on la,lo) M M. Um3wftv ONTO TAP AS '� INST. CONNECTION SHALL MOUNTING INST. BUILD-.01ft MOUNTING INST. (4)locyrow NaIF RarO OI , ONE SILL DISTANCEFOR Al BUILDING GAGE GALVANIZED STEEL STORM ..-�~. lil ATE , PRODUCTS. UM. ANGLE T STOP BAR 11 '' / GIMBAL PROTECTION PRODUCTS , LLC. 5" I I Z �T�i L �,wc 4m S.R. ALLAY SHEET NO. SH 1.2 NUCK.0=1`11 BLOCK rsww , r-C I POURED CONCRIEi � ON CONCRETEn� 01" REQUIRED vci I I , . I 1/4' I- - I .— , � , , ; , �t I , w J. T 1 . V, I � I 0 .... I ". J! , 0 I I i I I � I # I I i : li 1 7 I ! I I 41 I I I I i I `,, 1, I � v bi � 1� I IA � ;1 � 11 111111;1.��4 .1 . � I I : I i I - ' f " , I'll - -a' "'ol - ,/32 ' MAC Awn %1.4, m. W*4 WA I Ii., U, to;N,SHEA 0 12 1/2, OR (BEYOND) 1,�4' TAPCON ANCHORS _ 114 6 4 1/2' _6 (WAGGONER W/ SIM) (ST . POURED GONC_rL I M,URED CONCRETE ON CONCRETE OAK Olt CONCRETE BLOCK "Moo WALL MQ1 ka'Nn INSTAI I Anow wj�u W"r, INSrNAAM a FaufffmEL 0 Unft"FMANEL SCALE 3/8-.,- SCALE 3/8-.1, I f I I jj O.C. O.C. Not INM to it 20 MR Arom TYPE & ANION111111 "PC 1. Y!7�_. w.cM. roo WILINUMNS "to woo ­ UNIDO Fft" oLqLDDO M, Xwom rum ov.I 1 WINANAW ARCHON SPACINOW AN 3 SOMEARI M" AMCKOR SIVIONIT OF 7- -, wal DISTANCE w —, W" .-AL - ttt 0.) ON Ties 11ICHIEDUU11 Mo ED LM TWA IOWA= . A = R-1-1 _ "TOLVINO VPCW SHIM10 am "C"'O'" APA LA "K awmac ram of TIME FOUCWM FACT=. FOR, INS , OPUMPM It) I POSMRL ft%M ­­ - I I Il As 44H L14M 091AM UWA FACTOR SMALL. Not , ­­ -­­ - ­­': FO-- W UESS it" wmw NOC" "MOM_�.W_ I I R EACH O WK ON TM S04101VIA - .A - . POURED Cow" CONDOM ­ aLORm WOUME, ! f--C! I - I I ED � I : , I k, I � � I L I I , �L - MARWl . live , i l : fXTSY I i ASS I � I : ., ,�' ) OR '"FE.", � C�� , , " , , I I EMA I 11 � %,, ; �.,.;, -,I_:��,",�� . � I I I - � . 1 ; I I 11 11 I I . I I CD 1 -0 : 1 (1) -wr A, i -070. hi, v to 1� I I ; M 4 ; 0 9 14 1 L 11 I 'if , 1. w .A. , ; i in 1 '* * 4 9 _ .41 ; i I I I & � i I - It. C pC i I tr✓ 1 ! I " ;f" "., ... � � " , " CD i , I, 0 1 uo.- : — C to. " / I / ; I . . - , I ­ I I C - 11,_I , I ,�f V1 I. l-V " -2,0011-F-S. M.I W/ .,;4 .;,2.0,31I WS W/ I 7, '. ONG NUT ftswA � 4 /4 , III! ..'. ONG NUT WASHER , " I W4 : I ' I � 0 4 1/9* CC: POURED CONCIM"k. OR CONCRETE BLOCK L- wou"M WALL HQUtMWO I !r I I ATION WALL MOU -RM"PAIIII SCALE 3/8*-i" SCAUr 3/8--1- I. ' TAPCON ANCHOft I 1/.•,EiN'+CON ��6RXI�LAIt� INSTALLAIMN DETAILS FOR OPTION #2 FOR SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES w e IAPCoN, 4,04M 1 W4'_ TAP ON ANCHORS a, D.C. I Cc 1�4 -114 POURED CONC. , , gD ONCR,M " DR CONCRETE MRETEOCAr � ORPOUWC� JXK. L I If I - I. 11 , RIOURCI) � ' I A REQUIRED , I _1 LIFE SAFETY STORM PANEL C : tEAL, � I , , , ; . I : - r v 3 - . t- , i M.- !. UTK� I ! � #9 ; . I : 1 '­�­"4 L if I : I I ;_ � i I : I . ; t I I i I : � I I � k"D 7 � I i ! L0.0 I 1 , I ; , , I . 41IIIIIIIIIII . I I U;I010 PANELMATE. Aim 1;43132- *160 KIT *ZOR I OIN,C BLOCK REQUIRED W" MQUKW INSTA=ON 0 U 0 11107PANFIL WAX 3/8--i- 1 I �­­Z' , " E.O # , i 1, , , � .1, , - I - L� 4. i I I I I i rd , - 19 I I :: I . I I Ir .1 I : 1 , I I I I L-IrA N01% TO% h fABM� 1100 Ems 011 SPULYfa BY . a, "*_0 a) CD 0 6­0 = a) ca. = = = CIO -M En 0 C 0 _C) - = 2 a) = C .0 U- — M M a) 2 Cn a) _10-11 CL j ( I AIMAXTIE - - ........ ... M­'-4 , 3/32- WING NUT OASHM (BEYOND) POURED CONCRETE ON CONCRETE GLOCK REQUIRED WALL 11112M p q:.UA'I ATION ZgeW AN L 0 LIFE SCALE 3/8-0- Yet In 04%;$ ft 20 FDA AWC , 1/4'. MALOND vom phbmk INSIALUITIM INTO 0 me I FRAME XAFUM W, Now www@ 0.4 3 ­ 3 ­ 17- ="=wj1=.= *-- m_..,___�_.__i_,w_ so"" rue " To" RacArra ow va-M4 QMRAM VIA 0`4 3 1 SIDAMULE *UW.A ANCHDI pu.wwx SiNcoo; pow" ON soma" ADM%. " on ONO* . . , MY 11111 F *W4 NICIM FOR TWIF OPUWft TO K POO&& *20=0 ­ I if-ai" -a : :_ VIACOM WrAm uw F-Cm 9%Lk WIT 4 qr - K LESS THAN WWOM SPACW INOICATO MO VCR ANDOR WAY 0. ?"A SCHEDULE - LL. - r - too me I I a 4 Z Z W J I - INSTALLATION DETAILS FOR OPTION/2 FOR LIFE SAFETY STORM PANEL INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on -11 "I'll - - 7 -! - 94AU K I 1/4 - . . ,- - L �', ,I1 Y " = 'I - I � , '. L, - - ­� T 1. . ILL— �_ --- , - . ��[ 0 1, 11 I! 4 1 � . j_�_,i. ... � . l, 1, . WIND LOADS SMALL BE DEI MWO AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0' CALK-01 ANCHORS SHALL BE IS 7/8' INTO CONCRETE. ia . I ! L I , 1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l I � . I rOcArM .1 i I EXCEED TIME MAXIMUM (A.. !) METO ANY FT ov 't .1 .,�� --, 9, , 1� I " OU �, - I , .. 1/4" 0-20 SS SIDEWALK BOATS ENOUGH(SHOULD ANY "141614 MATERIAL EXIST) 70 I �J.,=61"" - I V1.11-11-91w � I ,. 1 1! -'ig:;"`K-AO`" , / - - ANCHORS. I w ILAJ . . � � - .1 .. � I . � I .. " I I � � __ -, �, L' , ,�_ -- --1; � I , 1/4-0 TAPCDk 0 11' D.C. - t ASCE 7-16 - ts = I , , 'I liff TAPCON a Ir D.C.11 r 0 Or ,,, ,7 _ I" 0 1 � , __ - , , I i- . I ,... . w . . I :" :1[ i 11- - THREADED ll W'I 412- MAL DREADED , L'I I I ,;,�M. THREAM - . . I ,, . . I ,./, To I 11i;or Tw"= � , il 1, ,.� t I- - �� qMEAM .1 I AT STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL. L I I I , �",/- ._:,*;i�� ji, I ", AT wow ", At WOOD ") I HEADER . I FARM ANIONI)RAGIF 6 , . il I I . ii I 1 , 1i = ca tj �z .. MEADEW i 1: ME49CO * HER" I I. SMALL. K AS MENTIONED IN ITI) Mo IN 0.2), = HEADIA I 4M80,I06 � , I � I , I - �, I 1), I r , " i. I IN ORDER TO VERWY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT STRESSED. A ,SA INCREASE =2 - 1= = :111< , 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n " w . I 4 1/4 IN ALLOWABLE SPECIFC41XI OF THE ANCHOR' - /4� --- I 1/4* 147 114. , - I T loop. - 41"� , I j MM_ _ , . . � i. I S. .!a 1 L ­ 1!eN_ i i I sicenow tells OF MANUFACTURER - - 2: -% I I I 2; , I 1 7­ 1, � ! 2., . . , I v � , Min � VAM HEADER 14-- . �, WOOD HEADER, � , - ... 11 STORM PANEL'S ADEQUACY FOR IMPACT AND rAtIGur RMWA.wa HAS VERIFIED IN ACCORDANCE wr!)� 0 , I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �- � On, " �l I . �� I . ; REQUIRED � I I I IT -cc Z_ Mg ., ONLY 91 ATTACHED to CONCRETE. BLOCK 3; -�. 2 w I I I — � I . I ; I '. . ; I i (P.. � I 11 L � I . ; I �' I [t , i � � I 1. -1, , 2 US 4 0 BE INISTALLED ON THE OUTSIDE Or THE OPENING ACCESSING TIME OPENING FROM THE - I ; : ,­ , = 1�1 �, - A I I ,..� = . � 11 , J I r - . 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL COWOKNI EDGE$ WHICH REMAIN IN CONTINUOUS :p 11 = a 0 � ! : : 1. co i (3 I 017 cc :t: I a q, ,-%OZ -Lic EXISTING w BLVA� ) : I I 1 : ! Lon. suwym u W To CAM w MUM � LEMG'131 !X va , , , , , I I `� , I `� ` r I` L ��i - )I'- - I o I , __ I "I , I r � 2i — - --- r_ . , � 'r I , Mr, , � � - � , , tl` rp� I I "I �, "I L, i , I 01,111"/ I I , "_LI ` I .L ", 1:� - � � ! I , � - , Dor ! ; 1- 1. CLASS 901"Litr : I ! I 1. M­ =_� _( "'A'"Nom I I 3. SERIES 1000 IMSTALLATION IS APPLICABLE TO SINGLE AND DOLAILE SME W94DLWS WHEN iNSTALLATIONt is REWRIED fu K � , , I I $a C"WM I � = PANEL M.- � 11) I I PAWL TEAM I M am to) ! PERFORMED FIRD THE INSIOL or STRUCTURE 3: INCIIII 1" W­ I wT NOTE I KID" � MO, REGULATIONS PROVIDED BY THE JUMSIDICTICA1 WHERE PERMIT IS APPLIED To. 0) L' BELOW) XXSEYFS� Ir =1 � , . 6, j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u - - I �� , I , � i I I v W. All ZA, = = - So*"M. - sEr"'M , OWING I I , . (SEE 'NoTl "Tom-1 - — I I CLASS To MAM LL ; 1­'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I., LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I 1/4'*-2�4; , "TV cm SONWAR " ! ; ( v .s :9 .. wast 10) � I/,I I I I ON SHEET M ; I., C w 9-w 10) I SEE NOTE I KLOW) I/4-#-ZNI' , (SEE NOTE I BELOW) w 78. x: Is M.: I , - I I 6. OM NOT PROVIDE � � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in I -0 ! I -- ; I XCT. I = . I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_ i . ovo - I NU 11. - - : � � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY. 1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . . ONG , I I I W4131 111 L M Cl _ L': -- THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al - I , Not UWTL FROM THE CONDITIONS GET LED ON � I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY. I ; : I r O'C' W11 1/2- T . ; , I I � : z PENETRATION AT I".,r.' 'I', li!!j 1 1 1 _ 4 L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED. I . . 11 "� - 11� I l'. Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4 : . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED OR ARCHITECT *HIC" WLk I I I—, I I I I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL AND *MO WILL BE RESPONSIBLE FOR THE F"wC" .%, : I SMALL. 1 .0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW -. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC, I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND or THE PRoFEssoNAL m"Eve, or I . .k . I . IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I I - 1* I . - - V/410 TAPCG" � 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,) I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "­3112 P.J.,L) 1, LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN _@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4­tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS BY ELCO CONSTRUIC I I I . I 4, V4. 1 1 ­�, . ,�4� - It I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING . ....... , - 3/32, *ft WASHER 0 12 2 OF THE FLORIDA BUILDING CODE /r QC Mo W'Skin i �! . HER (armid)) j I , ; �l I(Kleopo) i � ;,�_ �l . -_ I :,�. - -- ' L I I � YAFCON f` 0. I I .. 4"0 1 I �77_ _1 I � � � I PAWIMATE L � , ��, I *,,Apl M, to Fr` Cc '7% , __ I I ! !/a f 3/3 Nut I , I= 3/32* ONG Mo . - I: V ,;= : STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL , FEMALE 10 A, PANELMATE PLUS. i ` '* WIND I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA I � * (BEYOND) =:I� J, ,. � � . or PLATE 1 ,. 14; u l - REOKORI � 1-1 ,- to I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE % FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN OF PLATE � Of PLATE , ,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : � - ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0 3/4- PLATE /V . ,ft. " I - . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK X. :1 . � "'l 'i 19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS I - --- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i J1'1.___ _- AM MWATION WALL Mg 0 - I .1� 13 ._=.a 'W'j"INTHM SCALE 3/4-- PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR 9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _* SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN ) AND IN A.ZL ji, TI a RIEGLILAR A " _E=jM_Q=WE.ftLQ.t�, �... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1- W. "" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone) /*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill . . 1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l . Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE SFORMI PAWL Rn Sw P �.. F. 3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or 2, MR FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. ­ __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. -- ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm ­.- . . 1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL . z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN ­ _111P T1 LTECO, -M I.. at 11LIECOin S,, . _.���_ Vt.. 00 z I/ 4 ��;-.. FL R1 . WAL FL 33314 PINE NO 2 W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176 A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n s, "I"All.).M. . r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"? - , . - -1 Ion."Wo- aelon- - - ze=_--ur- %,,',,,3,rF1 ii%- - am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at"" - IN a . a='m ... 1-11. , -, — .0 - AN 191�sm i CA-0,30117 M , . 1% IF — - , — P MALO.MiAn."M *_ , , a*-wats "JOIWV'WAL. ; - Wow " 06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war ' or to I — I -,w I*-# w-iIU 44NI, I - I .- SYSTEM ' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK `.:i DESIGN .,; FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT USED SHALL K LONG INTO ! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4- I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER O.C. 1 1/411, TAPCON 0 #* O.C. HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH OVER STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1­ . _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND COO - L " � ­­ - I � , - _veI ­­, 2. —_ 11' 2 1 1 IMF BEEN , INC. REPORT 0 2032, AS PROTOCOLS 7 LW,.' i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL. II Vtu,: SHUTTER STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL FROIA . Yin. HUNG I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01 Z. ORM PANEL ' ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND ' 'a..-. ,�..... I - . 1. " I , 1 4 �.. ,� WNW ., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR '1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES , i�' .�'„ 30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH ENGINEER , 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT . � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER, , 10 SIGNATURE CONT. I - ­0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S MANUFACTURED _L- 170R.93 1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099. D.C. 1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR I,; II ' ( . . . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE. ANY . BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE 1rL A-3) IN CAM THIIA' PRECAST STONE, , AI. PANEL GALVANIZED STEEL AND NEW WOOD , uxNl • 44167 r yA , t s — RIES 2000 & E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-l I. - - zbot- - Of"r , - " Do I a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M. \ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I* p_1_N.?__ ,j) . - - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1 =11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, , - - 1�1' 96,14 A,___ ., - I - i 1. .. r A-.�--4­t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I - � q.'� V-�4 � .MKIRM N ­(4) _�_ Cn -6-0 ­­­ 1lot _­\ L v . I zar_P, � ,,, 11 L L !In ; �T ."01~0 ­­.'NL - _ILL A -9 - I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif 12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I � _T , _ �� "I TLY IL : : ;,, - ! I I , I jj� .. - 073, � 2 SOO, - - 075',, -4) - � I * 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD . 4 �. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. ­ - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"� A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_ 0%_ I i / " A -- : _711%1' , I L I . I 11 � , _r 1 ]L] �, - J H , � 'I I 1!' I.. L.L.11111.1 ;A- 1 � I , � ,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' - ." , , I - , (b.) "I I MEAMM, 1"IFF. ASTW 4­653 � �L!Iilt I I( `466 � �f awo : I : L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I * 1, i i I I I I — """ 4.- I , EDGE - ____ . � I I I , I : I I . I I S M" _(�) l.1, , I 1 W ­' I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 1­4 v+=j U) 11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1 - ­_­ __ . . - -.- - .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - ­_ _­r . I : � .ise - - !. I 1 1 - - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i L_1,3�0­- I I I il - T"T �1, 1.1 � I �--� -- - ­­4.230' - - - ,*-2.470* #to. ! I 1 1w -, / , I iii Iw - L, --A,- --kl- - — - 1 -2.470' -- _L_ .k-- - A i — -0 =3 > 1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � � I I I - 14V I i . 70. , I ... ii I 1] I—_ i , I i Il'l i i I I I !, I I � -1 i[I .1 ! I I I (1) STORM PANEL i . I i � _1 1 - , - -] IJ I -_ - � I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I 1 i I in.i,i t I ) I I `1 I i ! I i ;, 0 : I L i I 1, I I I 11 I i I CBBBB L_ ��, , _�' 4: i� �,-, - � .A VIOW , I . a ii. 1 I I (1) RMRSED "h' 7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -, __,_­. ,--"---.F-"-.-L"-,----.-I---,-"- .,. / ..- I= - I y1.1 . MAl 1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "' I . - I- cryp ) MR W. - 11-w ft � __ , --- � . I MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL . I mo� L I . ,.= . 20-0/ - . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I rViNfLL*S '" Lj!P 1, �, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a - I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I W;w K OVERLAP I 4=14w. a I 11_� ."Z' � I ". 1 ator 31 PAWLS-6. i I ; I I X U) �, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�­­_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 ­­ . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I "",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ; " �­ � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL T e I 11 I 1 4-j ,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91­ (D SYSTEM - - ,� ,� j I' if �� , . -l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I � .,, � r I I, � ! I , �1' - I � I I - _.-IL-_ - I < - r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0 D. - I 1-__jL,__ - ,* . .1 ................... ,_ ____%1 - "'. I . Kwxq,_,,- I , .1 3/w . I' 11 **S , I I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' ! 1 3.750' I - III. 1 1F7117._. ; I If , /_4 -1/41 III. - 1,4. I i t I I ;, I i VR� � i a) = i I # . ISOMETRIC VIEW DETAIL A , I 0 J1 -0 -, !-"T " I *161�- : C I ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i 1.;I ,I ,-It END UP W/ A;A SECTION 0-8 MACK "i I� 1, - _ I 2. L_ , I � T 4;r- q"'v .1 I 0 1 I L '� (N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3 - " .�"."." IV , 1:: (1) A0B[BM_2L3L20_=; - Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r, I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM —2 000' I i�r " : MILANX co-own I (1) MUTIQN-of SERIES STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 2­4 1 !" - 0 BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�.. C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO A i I 11 ", .. J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, , I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70 TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I - OW SMALL BE _2W/4 1��/tr 32;, - %AJtA%`* � (�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0 j + ­1 , VWA - _(9) .11.1 SHou 2W t3l & It L mr/ -T MQUNTINa A 0 7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U) 3. ,qD= =C�� SHALL CC ML 1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL 00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING " Cu EXTERIOR FULL FILAAGES OF D40 PAWL OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0 1. BE PROVIDED AT TOP OF SUCM PANELS, (-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR =AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI 04VMR PANEL = 3PCC#CATON OKVAWAAIM no (3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW, 1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4 I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE IRS USED JOWLY IN 4 . . ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1 I - to BOTTOM TRACK MAY OCCUR ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS S ..., TO BY Y M TRACK �L= INSTALLED - ri w Obs' (Typ) . 10,1VIIIIII I,. %, IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3 4 _S �Jfl ­11311V6 , .1 . Jods N tit THEIR OVERLAPS RETAINED By . . . . , �.; ... ...... . , M cgo"MM" a AWJM . � v I �N . : NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone) ­j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . < -1 . . om "M AK1 F.P. - I Ro= I'll, BE . olm ILMM INC. FP 1 7 T D I __ . -- - I, . . I .* No. 4 167 7. I , FATE OF :'q 20 PANU ;z i .?w - OF -'q: 4m TKIOM IN: 20 CAGE GALVANIZED STEEL ST01111 PANEL r, -, I 20 GAGE GALVANIZED STEEL STOW PANEL DOM , & A , - r DOM MY � , - - - (_ - .;01 COW& w- . *. : 3' Mo.. --J .. . . - L-L I < Z3;".. ?!.Ia---- , =_-�'--, — z _-4;_1 GWRAL PROTECIII QUAIL I �.l �Lxaz � ---------\ PRIODM LLC. I"/w/3'" - '> STAT 0 .. 7E C �_* . DKIII I1CAU` I/r - I* �, am- z - . . ' F - 1. ON LLC. '",""No VIEW GLOBAL PROTECTION 3"WiMax.) AL 1, few I / ILTECOm \ _ 1-T � 51 FAULT _ _ (2) "' " I I - 11LIECOINC am IV, TIT mw \31" T CAME. IL 3014 "Iffrol 0 � �m, 4%r� A v ii/1-.7. (054)50-M-k FAIL. PIKIW' (M-)§W-7140, IATI < 11063.43 NUNI IN - FAW .1.1 I 6" I 1, - � am W-41, _*`01cot'm 1r(:*"=j­ O.-ccow, -io6i, "AII 0-0"- 16416"I .Woo* 190 Ofte" %,, I At I - D,0=719 or !!! . I AA."O - 1 1 1 ! PX, ap,�� 6 -.1 iwiwwo LANKA.% — abow ft ;,100va, tLAU/so"TuAL'un Fix . VA41VWWW410AX ukfm A, ALUT a.. op - ; I I" LONG , WX I 'i =, Lr "'IIIII, .. OUT .196, IMMIL I'L ILI" la,j DoMMO_#", (ft.Ow-f"? E-.-..jr,r= Mac. OM)NI-7$4k FAX, (W)NO-Wo 20-176 , gi x=..ew= P~ 20-176 W. I'D- 176. . A�.:.M_61 F., Woo A, ,f I LINI . , _j WULM .� PC 2E , � .S�W ILL or 21 . " OF III - -- - -11 1000 7 ji.t, %As V/24 10 14'/24r To""W'90.0 (M wn 3 SCLO" '. It". 2-/24 * V/249, Ni cm won A entwi PANEL(I)INTO POURED CONCRETE OR CONCRETE BLOCK Mn- I-2.591`-7![ �, • _1�i� < ..` T_I j -.,I 60 4 v ' ' '(6,D 44V . M NO2 I } ,4I • t It{ i , I ! I Hii] 1'I I TRACK (1) REVERSED "U" TRACK 'BEE �.,-'" �'`' San as ' - Ni a' W. w --�._. HEMMED EDGE. ',",,�- __ - . ". SECTION of L. �':: ?me: E - Z NAND BILL. WALL BY MEANS Of zgxt:o?-- GO--, I 11 " `'r, BOTTOM CONNECTED WING NUT on la,lo) M M. Um3wftv ONTO TAP AS '� INST. CONNECTION SHALL MOUNTING INST. BUILD-.01ft MOUNTING INST. (4)locyrow NaIF RarO OI , ONE SILL DISTANCEFOR Al BUILDING GAGE GALVANIZED STEEL STORM ..-�~. lil ATE , PRODUCTS. UM. ANGLE T STOP BAR 11 '' / GIMBAL PROTECTION PRODUCTS , LLC. 5" I I Z �T�i L �,wc 4m S.R. ALLAY SHEET NO. SH 1.2 . POURED Cow" CONDOM ­ aLORm WOUME, ! f--C! I - I I ED � I : , I k, I � � I L I I , �L - MARWl . live , i l : fXTSY I i ASS I � I : ., ,�' ) OR '"FE.", � C�� , , " , , I I EMA I 11 � %,, ; �.,.;, -,I_:��,",�� . � I I I - � . 1 ; I I 11 11 I I . I I CD 1 -0 : 1 (1) -wr A, i -070. hi, v to 1� I I ; M 4 ; 0 9 14 1 L 11 I 'if , 1. w .A. , ; i in 1 '* * 4 9 _ .41 ; i I I I & � i I - It. C pC i I tr✓ 1 ! I " ;f" "., ... � � " , " CD i , I, 0 1 uo.- : — C to. " / I / ; I . . - , I ­ I I C - 11,_I , I ,�f V1 I. l-V " -2,0011-F-S. M.I W/ .,;4 .;,2.0,31I WS W/ I 7, '. ONG NUT ftswA � 4 /4 , III! ..'. ONG NUT WASHER , " I W4 : I ' I � 0 4 1/9* CC: POURED CONCIM"k. OR CONCRETE BLOCK L- wou"M WALL HQUtMWO I !r I I ATION WALL MOU -RM"PAIIII SCALE 3/8*-i" SCAUr 3/8--1- I. ' TAPCON ANCHOft I 1/.•,EiN'+CON ��6RXI�LAIt� INSTALLAIMN DETAILS FOR OPTION #2 FOR SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES w e IAPCoN, 4,04M 1 W4'_ TAP ON ANCHORS a, D.C. I Cc 1�4 -114 POURED CONC. , , gD ONCR,M " DR CONCRETE MRETEOCAr � ORPOUWC� JXK. L I If I - I. 11 , RIOURCI) � ' I A REQUIRED , I _1 LIFE SAFETY STORM PANEL C : tEAL, � I , , , ; . I : - r v 3 - . t- , i M.- !. UTK� I ! � #9 ; . I : 1 '­�­"4 L if I : I I ;_ � i I : I . ; t I I i I : � I I � k"D 7 � I i ! L0.0 I 1 , I ; , , I . 41IIIIIIIIIII . I I U;I010 PANELMATE. Aim 1;43132- *160 KIT *ZOR I OIN,C BLOCK REQUIRED W" MQUKW INSTA=ON 0 U 0 11107PANFIL WAX 3/8--i- 1 I �­­Z' , " E.O # , i 1, , , � .1, , - I - L� 4. i I I I I i rd , - 19 I I :: I . I I Ir .1 I : 1 , I I I I L-IrA N01% TO% h fABM� 1100 Ems 011 SPULYfa BY . a, "*_0 a) CD 0 6­0 = a) ca. = = = CIO -M En 0 C 0 _C) - = 2 a) = C .0 U- — M M a) 2 Cn a) _10-11 CL j ( I AIMAXTIE - - ........ ... M­'-4 , 3/32- WING NUT OASHM (BEYOND) POURED CONCRETE ON CONCRETE GLOCK REQUIRED WALL 11112M p q:.UA'I ATION ZgeW AN L 0 LIFE SCALE 3/8-0- Yet In 04%;$ ft 20 FDA AWC , 1/4'. MALOND vom phbmk INSIALUITIM INTO 0 me I FRAME XAFUM W, Now www@ 0.4 3 ­ 3 ­ 17- ="=wj1=.= *-- m_..,___�_.__i_,w_ so"" rue " To" RacArra ow va-M4 QMRAM VIA 0`4 3 1 SIDAMULE *UW.A ANCHDI pu.wwx SiNcoo; pow" ON soma" ADM%. " on ONO* . . , MY 11111 F *W4 NICIM FOR TWIF OPUWft TO K POO&& *20=0 ­ I if-ai" -a : :_ VIACOM WrAm uw F-Cm 9%Lk WIT 4 qr - K LESS THAN WWOM SPACW INOICATO MO VCR ANDOR WAY 0. ?"A SCHEDULE - LL. - r - too me I I a 4 Z Z W J I - INSTALLATION DETAILS FOR OPTION/2 FOR LIFE SAFETY STORM PANEL INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on -11 "I'll - - 7 -! - 94AU K I 1/4 - . . ,- - L �', ,I1 Y " = 'I - I � , '. L, - - ­� T 1. . ILL— �_ --- , - . ��[ 0 1, 11 I! 4 1 � . j_�_,i. ... � . l, 1, . WIND LOADS SMALL BE DEI MWO AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0' CALK-01 ANCHORS SHALL BE IS 7/8' INTO CONCRETE. ia . I ! L I , 1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l I � . I rOcArM .1 i I EXCEED TIME MAXIMUM (A.. !) METO ANY FT ov 't .1 .,�� --, 9, , 1� I " OU �, - I , .. 1/4" 0-20 SS SIDEWALK BOATS ENOUGH(SHOULD ANY "141614 MATERIAL EXIST) 70 I �J.,=61"" - I V1.11-11-91w � I ,. 1 1! -'ig:;"`K-AO`" , / - - ANCHORS. I w ILAJ . . � � - .1 .. � I . � I .. " I I � � __ -, �, L' , ,�_ -- --1; � I , 1/4-0 TAPCDk 0 11' D.C. - t ASCE 7-16 - ts = I , , 'I liff TAPCON a Ir D.C.11 r 0 Or ,,, ,7 _ I" 0 1 � , __ - , , I i- . I ,... . w . . I :" :1[ i 11- - THREADED ll W'I 412- MAL DREADED , L'I I I ,;,�M. THREAM - . . I ,, . . I ,./, To I 11i;or Tw"= � , il 1, ,.� t I- - �� qMEAM .1 I AT STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL. L I I I , �",/- ._:,*;i�� ji, I ", AT wow ", At WOOD ") I HEADER . I FARM ANIONI)RAGIF 6 , . il I I . ii I 1 , 1i = ca tj �z .. MEADEW i 1: ME49CO * HER" I I. SMALL. K AS MENTIONED IN ITI) Mo IN 0.2), = HEADIA I 4M80,I06 � , I � I , I - �, I 1), I r , " i. I IN ORDER TO VERWY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT STRESSED. A ,SA INCREASE =2 - 1= = :111< , 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n " w . I 4 1/4 IN ALLOWABLE SPECIFC41XI OF THE ANCHOR' - /4� --- I 1/4* 147 114. , - I T loop. - 41"� , I j MM_ _ , . . � i. I S. .!a 1 L ­ 1!eN_ i i I sicenow tells OF MANUFACTURER - - 2: -% I I I 2; , I 1 7­ 1, � ! 2., . . , I v � , Min � VAM HEADER 14-- . �, WOOD HEADER, � , - ... 11 STORM PANEL'S ADEQUACY FOR IMPACT AND rAtIGur RMWA.wa HAS VERIFIED IN ACCORDANCE wr!)� 0 , I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �- � On, " �l I . �� I . ; REQUIRED � I I I IT -cc Z_ Mg ., ONLY 91 ATTACHED to CONCRETE. BLOCK 3; -�. 2 w I I I — � I . I ; I '. . ; I i (P.. � I 11 L � I . ; I �' I [t , i � � I 1. -1, , 2 US 4 0 BE INISTALLED ON THE OUTSIDE Or THE OPENING ACCESSING TIME OPENING FROM THE - I ; : ,­ , = 1�1 �, - A I I ,..� = . � 11 , J I r - . 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL COWOKNI EDGE$ WHICH REMAIN IN CONTINUOUS :p 11 = a 0 � ! : : 1. co i (3 I 017 cc :t: I a q, ,-%OZ -Lic EXISTING w BLVA� ) : I I 1 : ! Lon. suwym u W To CAM w MUM � LEMG'131 !X va , , , , , I I `� , I `� ` r I` L ��i - )I'- - I o I , __ I "I , I r � 2i — - --- r_ . , � 'r I , Mr, , � � - � , , tl` rp� I I "I �, "I L, i , I 01,111"/ I I , "_LI ` I .L ", 1:� - � � ! I , � - , Dor ! ; 1- 1. CLASS 901"Litr : I ! I 1. M­ =_� _( "'A'"Nom I I 3. SERIES 1000 IMSTALLATION IS APPLICABLE TO SINGLE AND DOLAILE SME W94DLWS WHEN iNSTALLATIONt is REWRIED fu K � , , I I $a C"WM I � = PANEL M.- � 11) I I PAWL TEAM I M am to) ! PERFORMED FIRD THE INSIOL or STRUCTURE 3: INCIIII 1" W­ I wT NOTE I KID" � MO, REGULATIONS PROVIDED BY THE JUMSIDICTICA1 WHERE PERMIT IS APPLIED To. 0) L' BELOW) XXSEYFS� Ir =1 � , . 6, j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u - - I �� , I , � i I I v W. All ZA, = = - So*"M. - sEr"'M , OWING I I , . (SEE 'NoTl "Tom-1 - — I I CLASS To MAM LL ; 1­'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I., LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I 1/4'*-2�4; , "TV cm SONWAR " ! ; ( v .s :9 .. wast 10) � I/,I I I I ON SHEET M ; I., C w 9-w 10) I SEE NOTE I KLOW) I/4-#-ZNI' , (SEE NOTE I BELOW) w 78. x: Is M.: I , - I I 6. OM NOT PROVIDE � � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in I -0 ! I -- ; I XCT. I = . I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_ i . ovo - I NU 11. - - : � � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY. 1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . . ONG , I I I W4131 111 L M Cl _ L': -- THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al - I , Not UWTL FROM THE CONDITIONS GET LED ON � I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY. I ; : I r O'C' W11 1/2- T . ; , I I � : z PENETRATION AT I".,r.' 'I', li!!j 1 1 1 _ 4 L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED. I . . 11 "� - 11� I l'. Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4 : . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED OR ARCHITECT *HIC" WLk I I I—, I I I I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL AND *MO WILL BE RESPONSIBLE FOR THE F"wC" .%, : I SMALL. 1 .0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW -. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC, I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND or THE PRoFEssoNAL m"Eve, or I . .k . I . IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I I - 1* I . - - V/410 TAPCG" � 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,) I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "­3112 P.J.,L) 1, LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN _@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4­tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS BY ELCO CONSTRUIC I I I . I 4, V4. 1 1 ­�, . ,�4� - It I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING . ....... , - 3/32, *ft WASHER 0 12 2 OF THE FLORIDA BUILDING CODE /r QC Mo W'Skin i �! . HER (armid)) j I , ; �l I(Kleopo) i � ;,�_ �l . -_ I :,�. - -- ' L I I � YAFCON f` 0. I I .. 4"0 1 I �77_ _1 I � � � I PAWIMATE L � , ��, I *,,Apl M, to Fr` Cc '7% , __ I I ! !/a f 3/3 Nut I , I= 3/32* ONG Mo . - I: V ,;= : STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL , FEMALE 10 A, PANELMATE PLUS. i ` '* WIND I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA I � * (BEYOND) =:I� J, ,. � � . or PLATE 1 ,. 14; u l - REOKORI � 1-1 ,- to I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE % FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN OF PLATE � Of PLATE , ,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : � - ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0 3/4- PLATE /V . ,ft. " I - . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK X. :1 . � "'l 'i 19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS I - --- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i J1'1.___ _- AM MWATION WALL Mg 0 - I .1� 13 ._=.a 'W'j"INTHM SCALE 3/4-- PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR 9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _* SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN ) AND IN A.ZL ji, TI a RIEGLILAR A " _E=jM_Q=WE.ftLQ.t�, �... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1- W. "" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone) /*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill . . 1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l . Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE SFORMI PAWL Rn Sw P �.. F. 3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or 2, MR FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. ­ __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. -- ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm ­.- . . 1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL . z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN ­ _111P T1 LTECO, -M I.. at 11LIECOin S,, . _.���_ Vt.. 00 z I/ 4 ��;-.. FL R1 . WAL FL 33314 PINE NO 2 W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176 A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n s, "I"All.).M. . r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"? - , . - -1 Ion."Wo- aelon- - - ze=_--ur- %,,',,,3,rF1 ii%- - am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at"" - IN a . a='m ... 1-11. , -, — .0 - AN 191�sm i CA-0,30117 M , . 1% IF — - , — P MALO.MiAn."M *_ , , a*-wats "JOIWV'WAL. ; - Wow " 06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war ' or to I — I -,w I*-# w-iIU 44NI, I - I .- SYSTEM ' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK `.:i DESIGN .,; FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT USED SHALL K LONG INTO ! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4- I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER O.C. 1 1/411, TAPCON 0 #* O.C. HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH OVER STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1­ . _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND COO - L " � ­­ - I � , - _veI ­­, 2. —_ 11' 2 1 1 IMF BEEN , INC. REPORT 0 2032, AS PROTOCOLS 7 LW,.' i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL. II Vtu,: SHUTTER STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL FROIA . Yin. HUNG I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01 Z. ORM PANEL ' ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND ' 'a..-. ,�..... I - . 1. " I , 1 4 �.. ,� WNW ., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR '1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES , i�' .�'„ 30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH ENGINEER , 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT . � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER, , 10 SIGNATURE CONT. I - ­0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S MANUFACTURED _L- 170R.93 1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099. D.C. 1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR I,; II ' ( . . . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE. ANY . BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE 1rL A-3) IN CAM THIIA' PRECAST STONE, , AI. PANEL GALVANIZED STEEL AND NEW WOOD , uxNl • 44167 r yA , t s — RIES 2000 & E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-l I. - - zbot- - Of"r , - " Do I a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M. \ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I* p_1_N.?__ ,j) . - - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1 =11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, , - - 1�1' 96,14 A,___ ., - I - i 1. .. r A-.�--4­t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I - � q.'� V-�4 � .MKIRM N ­(4) _�_ Cn -6-0 ­­­ 1lot _­\ L v . I zar_P, � ,,, 11 L L !In ; �T ."01~0 ­­.'NL - _ILL A -9 - I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif 12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I � _T , _ �� "I TLY IL : : ;,, - ! I I , I jj� .. - 073, � 2 SOO, - - 075',, -4) - � I * 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD . 4 �. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. ­ - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"� A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_ 0%_ I i / " A -- : _711%1' , I L I . I 11 � , _r 1 ]L] �, - J H , � 'I I 1!' I.. L.L.11111.1 ;A- 1 � I , � ,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' - ." , , I - , (b.) "I I MEAMM, 1"IFF. ASTW 4­653 � �L!Iilt I I( `466 � �f awo : I : L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I * 1, i i I I I I — """ 4.- I , EDGE - ____ . � I I I , I : I I . I I S M" _(�) l.1, , I 1 W ­' I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 1­4 v+=j U) 11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1 - ­_­ __ . . - -.- - .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - ­_ _­r . I : � .ise - - !. I 1 1 - - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i L_1,3�0­- I I I il - T"T �1, 1.1 � I �--� -- - ­­4.230' - - - ,*-2.470* #to. ! I 1 1w -, / , I iii Iw - L, --A,- --kl- - — - 1 -2.470' -- _L_ .k-- - A i — -0 =3 > 1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � � I I I - 14V I i . 70. , I ... ii I 1] I—_ i , I i Il'l i i I I I !, I I � -1 i[I .1 ! I I I (1) STORM PANEL i . I i � _1 1 - , - -] IJ I -_ - � I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I 1 i I in.i,i t I ) I I `1 I i ! I i ;, 0 : I L i I 1, I I I 11 I i I CBBBB L_ ��, , _�' 4: i� �,-, - � .A VIOW , I . a ii. 1 I I (1) RMRSED "h' 7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -, __,_­. ,--"---.F-"-.-L"-,----.-I---,-"- .,. / ..- I= - I y1.1 . MAl 1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "' I . - I- cryp ) MR W. - 11-w ft � __ , --- � . I MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL . I mo� L I . ,.= . 20-0/ - . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I rViNfLL*S '" Lj!P 1, �, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a - I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I W;w K OVERLAP I 4=14w. a I 11_� ."Z' � I ". 1 ator 31 PAWLS-6. i I ; I I X U) �, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�­­_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 ­­ . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I "",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ; " �­ � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL T e I 11 I 1 4-j ,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91­ (D SYSTEM - - ,� ,� j I' if �� , . -l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I � .,, � r I I, � ! I , �1' - I � I I - _.-IL-_ - I < - r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0 D. - I 1-__jL,__ - ,* . .1 ................... ,_ ____%1 - "'. I . Kwxq,_,,- I , .1 3/w . I' 11 **S , I I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' ! 1 3.750' I - III. 1 1F7117._. ; I If , /_4 -1/41 III. - 1,4. I i t I I ;, I i VR� � i a) = i I # . ISOMETRIC VIEW DETAIL A , I 0 J1 -0 -, !-"T " I *161�- : C I ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i 1.;I ,I ,-It END UP W/ A;A SECTION 0-8 MACK "i I� 1, - _ I 2. L_ , I � T 4;r- q"'v .1 I 0 1 I L '� (N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3 - " .�"."." IV , 1:: (1) A0B[BM_2L3L20_=; - Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r, I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM —2 000' I i�r " : MILANX co-own I (1) MUTIQN-of SERIES STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 2­4 1 !" - 0 BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�.. C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO A i I 11 ", .. J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, , I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70 TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I - OW SMALL BE _2W/4 1��/tr 32;, - %AJtA%`* � (�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0 j + ­1 , VWA - _(9) .11.1 SHou 2W t3l & It L mr/ -T MQUNTINa A 0 7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U) 3. ,qD= =C�� SHALL CC ML 1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL 00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING " Cu EXTERIOR FULL FILAAGES OF D40 PAWL OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0 1. BE PROVIDED AT TOP OF SUCM PANELS, (-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR =AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI 04VMR PANEL = 3PCC#CATON OKVAWAAIM no (3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW, 1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4 I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE IRS USED JOWLY IN 4 . . ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1 I - to BOTTOM TRACK MAY OCCUR ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS S ..., TO BY Y M TRACK �L= INSTALLED - ri w Obs' (Typ) . 10,1VIIIIII I,. %, IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3 4 _S �Jfl ­11311V6 , .1 . Jods N tit THEIR OVERLAPS RETAINED By . . . . , �.; ... ...... . , M cgo"MM" a AWJM . � v I �N . : NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone) ­j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . < -1 . . om "M AK1 F.P. - I Ro= I'll, BE . olm ILMM INC. FP 1 7 T D I __ . -- - I, . . I .* No. 4 167 7. I , FATE OF :'q 20 PANU ;z i .?w - OF -'q: 4m TKIOM IN: 20 CAGE GALVANIZED STEEL ST01111 PANEL r, -, I 20 GAGE GALVANIZED STEEL STOW PANEL DOM , & A , - r DOM MY � , - - - (_ - .;01 COW& w- . *. : 3' Mo.. --J .. . . - L-L I < Z3;".. ?!.Ia---- , =_-�'--, — z _-4;_1 GWRAL PROTECIII QUAIL I �.l �Lxaz � ---------\ PRIODM LLC. I"/w/3'" - '> STAT 0 .. 7E C �_* . DKIII I1CAU` I/r - I* �, am- z - . . ' F - 1. ON LLC. '",""No VIEW GLOBAL PROTECTION 3"WiMax.) AL 1, few I / ILTECOm \ _ 1-T � 51 FAULT _ _ (2) "' " I I - 11LIECOINC am IV, TIT mw \31" T CAME. IL 3014 "Iffrol 0 � �m, 4%r� A v ii/1-.7. (054)50-M-k FAIL. PIKIW' (M-)§W-7140, IATI < 11063.43 NUNI IN - FAW .1.1 I 6" I 1, - � am W-41, _*`01cot'm 1r(:*"=j­ O.-ccow, -io6i, "AII 0-0"- 16416"I .Woo* 190 Ofte" %,, I At I - D,0=719 or !!! . I AA."O - 1 1 1 ! PX, ap,�� 6 -.1 iwiwwo LANKA.% — abow ft ;,100va, tLAU/so"TuAL'un Fix . VA41VWWW410AX ukfm A, ALUT a.. op - ; I I" LONG , WX I 'i =, Lr "'IIIII, .. OUT .196, IMMIL I'L ILI" la,j DoMMO_#", (ft.Ow-f"? E-.-..jr,r= Mac. OM)NI-7$4k FAX, (W)NO-Wo 20-176 , gi x=..ew= P~ 20-176 W. I'D- 176. . A�.:.M_61 F., Woo A, ,f I LINI . , _j WULM .� PC 2E , � .S�W ILL or 21 . " OF III - -- - -11 1000 7 ji.t, %As V/24 10 14'/24r To""W'90.0 (M wn 3 SCLO" '. It". 2-/24 * V/249, Ni cm won A entwi PANEL(I)INTO POURED CONCRETE OR CONCRETE BLOCK Mn- I-2.591`-7![ �, • _1�i� < ..` T_I j -.,I 60 4 v ' ' '(6,D 44V . M NO2 I } ,4I • t It{ i , I ! I Hii] 1'I I TRACK (1) REVERSED "U" TRACK 'BEE �.,-'" �'`' San as ' - Ni a' W. w --�._. HEMMED EDGE. ',",,�- __ - . ". SECTION of L. �':: ?me: E - Z NAND BILL. WALL BY MEANS Of zgxt:o?-- GO--, I 11 " `'r, BOTTOM CONNECTED WING NUT on la,lo) M M. Um3wftv ONTO TAP AS '� INST. CONNECTION SHALL MOUNTING INST. BUILD-.01ft MOUNTING INST. (4)locyrow NaIF RarO OI , ONE SILL DISTANCEFOR Al BUILDING GAGE GALVANIZED STEEL STORM ..-�~. lil ATE , PRODUCTS. UM. ANGLE T STOP BAR 11 '' / GIMBAL PROTECTION PRODUCTS , LLC. 5" I I Z �T�i L �,wc 4m S.R. ALLAY SHEET NO. SH 1.2 ,�' ) OR '"FE.", � C�� , , " , , I I EMA I 11 � %,, ; �.,.;, -,I_:��,",�� . � I I I - � . 1 ; I I 11 11 I I . I I CD 1 -0 : 1 (1) -wr A, i -070. hi, v to 1� I I ; M 4 ; 0 9 14 1 L 11 I 'if , 1. w .A. , ; i in 1 '* * 4 9 _ .41 ; i I I I & � i I - It. C pC i I tr✓ 1 ! I " ;f" "., ... � � " , " CD i , I, 0 1 uo.- : — C to. " / I / ; I . . - , I ­ I I C - 11,_I , I ,�f V1 I. l-V " -2,0011-F-S. M.I W/ .,;4 .;,2.0,31I WS W/ I 7, '. ONG NUT ftswA � 4 /4 , III! ..'. ONG NUT WASHER , " I W4 : I ' I � 0 4 1/9* CC: POURED CONCIM"k. OR CONCRETE BLOCK L- wou"M WALL HQUtMWO I !r I I ATION WALL MOU -RM"PAIIII SCALE 3/8*-i" SCAUr 3/8--1- I. ' TAPCON ANCHOft I 1/.•,EiN'+CON ��6RXI�LAIt� INSTALLAIMN DETAILS FOR OPTION #2 FOR SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES w e IAPCoN, 4,04M 1 W4'_ TAP ON ANCHORS a, D.C. I Cc 1�4 -114 POURED CONC. , , gD ONCR,M " DR CONCRETE MRETEOCAr � ORPOUWC� JXK. L I If I - I. 11 , RIOURCI) � ' I A REQUIRED , I _1 LIFE SAFETY STORM PANEL C : tEAL, � I , , , ; . I : - r v 3 - . t- , i M.- !. UTK� I ! � #9 ; . I : 1 '­�­"4 L if I : I I ;_ � i I : I . ; t I I i I : � I I � k"D 7 � I i ! L0.0 I 1 , I ; , , I . 41IIIIIIIIIII . I I U;I010 PANELMATE. Aim 1;43132- *160 KIT *ZOR I OIN,C BLOCK REQUIRED W" MQUKW INSTA=ON 0 U 0 11107PANFIL WAX 3/8--i- 1 I �­­Z' , " E.O # , i 1, , , � .1, , - I - L� 4. i I I I I i rd , - 19 I I :: I . I I Ir .1 I : 1 , I I I I L-IrA N01% TO% h fABM� 1100 Ems 011 SPULYfa BY . a, "*_0 a) CD 0 6­0 = a) ca. = = = CIO -M En 0 C 0 _C) - = 2 a) = C .0 U- — M M a) 2 Cn a) _10-11 CL j ( I AIMAXTIE - - ........ ... M­'-4 , 3/32- WING NUT OASHM (BEYOND) POURED CONCRETE ON CONCRETE GLOCK REQUIRED WALL 11112M p q:.UA'I ATION ZgeW AN L 0 LIFE SCALE 3/8-0- Yet In 04%;$ ft 20 FDA AWC , 1/4'. MALOND vom phbmk INSIALUITIM INTO 0 me I FRAME XAFUM W, Now www@ 0.4 3 ­ 3 ­ 17- ="=wj1=.= *-- m_..,___�_.__i_,w_ so"" rue " To" RacArra ow va-M4 QMRAM VIA 0`4 3 1 SIDAMULE *UW.A ANCHDI pu.wwx SiNcoo; pow" ON soma" ADM%. " on ONO* . . , MY 11111 F *W4 NICIM FOR TWIF OPUWft TO K POO&& *20=0 ­ I if-ai" -a : :_ VIACOM WrAm uw F-Cm 9%Lk WIT 4 qr - K LESS THAN WWOM SPACW INOICATO MO VCR ANDOR WAY 0. ?"A SCHEDULE - LL. - r - too me I I a 4 Z Z W J I - INSTALLATION DETAILS FOR OPTION/2 FOR LIFE SAFETY STORM PANEL INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on -11 "I'll - - 7 -! - 94AU K I 1/4 - . . ,- - L �', ,I1 Y " = 'I - I � , '. L, - - ­� T 1. . ILL— �_ --- , - . ��[ 0 1, 11 I! 4 1 � . j_�_,i. ... � . l, 1, . WIND LOADS SMALL BE DEI MWO AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0' CALK-01 ANCHORS SHALL BE IS 7/8' INTO CONCRETE. ia . I ! L I , 1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l I � . I rOcArM .1 i I EXCEED TIME MAXIMUM (A.. !) METO ANY FT ov 't .1 .,�� --, 9, , 1� I " OU �, - I , .. 1/4" 0-20 SS SIDEWALK BOATS ENOUGH(SHOULD ANY "141614 MATERIAL EXIST) 70 I �J.,=61"" - I V1.11-11-91w � I ,. 1 1! -'ig:;"`K-AO`" , / - - ANCHORS. I w ILAJ . . � � - .1 .. � I . � I .. " I I � � __ -, �, L' , ,�_ -- --1; � I , 1/4-0 TAPCDk 0 11' D.C. - t ASCE 7-16 - ts = I , , 'I liff TAPCON a Ir D.C.11 r 0 Or ,,, ,7 _ I" 0 1 � , __ - , , I i- . I ,... . w . . I :" :1[ i 11- - THREADED ll W'I 412- MAL DREADED , L'I I I ,;,�M. THREAM - . . I ,, . . I ,./, To I 11i;or Tw"= � , il 1, ,.� t I- - �� qMEAM .1 I AT STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL. L I I I , �",/- ._:,*;i�� ji, I ", AT wow ", At WOOD ") I HEADER . I FARM ANIONI)RAGIF 6 , . il I I . ii I 1 , 1i = ca tj �z .. MEADEW i 1: ME49CO * HER" I I. SMALL. K AS MENTIONED IN ITI) Mo IN 0.2), = HEADIA I 4M80,I06 � , I � I , I - �, I 1), I r , " i. I IN ORDER TO VERWY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT STRESSED. A ,SA INCREASE =2 - 1= = :111< , 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n " w . I 4 1/4 IN ALLOWABLE SPECIFC41XI OF THE ANCHOR' - /4� --- I 1/4* 147 114. , - I T loop. - 41"� , I j MM_ _ , . . � i. I S. .!a 1 L ­ 1!eN_ i i I sicenow tells OF MANUFACTURER - - 2: -% I I I 2; , I 1 7­ 1, � ! 2., . . , I v � , Min � VAM HEADER 14-- . �, WOOD HEADER, � , - ... 11 STORM PANEL'S ADEQUACY FOR IMPACT AND rAtIGur RMWA.wa HAS VERIFIED IN ACCORDANCE wr!)� 0 , I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �- � On, " �l I . �� I . ; REQUIRED � I I I IT -cc Z_ Mg ., ONLY 91 ATTACHED to CONCRETE. BLOCK 3; -�. 2 w I I I — � I . I ; I '. . ; I i (P.. � I 11 L � I . ; I �' I [t , i � � I 1. -1, , 2 US 4 0 BE INISTALLED ON THE OUTSIDE Or THE OPENING ACCESSING TIME OPENING FROM THE - I ; : ,­ , = 1�1 �, - A I I ,..� = . � 11 , J I r - . 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL COWOKNI EDGE$ WHICH REMAIN IN CONTINUOUS :p 11 = a 0 � ! : : 1. co i (3 I 017 cc :t: I a q, ,-%OZ -Lic EXISTING w BLVA� ) : I I 1 : ! Lon. suwym u W To CAM w MUM � LEMG'131 !X va , , , , , I I `� , I `� ` r I` L ��i - )I'- - I o I , __ I "I , I r � 2i — - --- r_ . , � 'r I , Mr, , � � - � , , tl` rp� I I "I �, "I L, i , I 01,111"/ I I , "_LI ` I .L ", 1:� - � � ! I , � - , Dor ! ; 1- 1. CLASS 901"Litr : I ! I 1. M­ =_� _( "'A'"Nom I I 3. SERIES 1000 IMSTALLATION IS APPLICABLE TO SINGLE AND DOLAILE SME W94DLWS WHEN iNSTALLATIONt is REWRIED fu K � , , I I $a C"WM I � = PANEL M.- � 11) I I PAWL TEAM I M am to) ! PERFORMED FIRD THE INSIOL or STRUCTURE 3: INCIIII 1" W­ I wT NOTE I KID" � MO, REGULATIONS PROVIDED BY THE JUMSIDICTICA1 WHERE PERMIT IS APPLIED To. 0) L' BELOW) XXSEYFS� Ir =1 � , . 6, j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u - - I �� , I , � i I I v W. All ZA, = = - So*"M. - sEr"'M , OWING I I , . (SEE 'NoTl "Tom-1 - — I I CLASS To MAM LL ; 1­'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I., LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I 1/4'*-2�4; , "TV cm SONWAR " ! ; ( v .s :9 .. wast 10) � I/,I I I I ON SHEET M ; I., C w 9-w 10) I SEE NOTE I KLOW) I/4-#-ZNI' , (SEE NOTE I BELOW) w 78. x: Is M.: I , - I I 6. OM NOT PROVIDE � � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in I -0 ! I -- ; I XCT. I = . I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_ i . ovo - I NU 11. - - : � � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY. 1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . . ONG , I I I W4131 111 L M Cl _ L': -- THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al - I , Not UWTL FROM THE CONDITIONS GET LED ON � I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY. I ; : I r O'C' W11 1/2- T . ; , I I � : z PENETRATION AT I".,r.' 'I', li!!j 1 1 1 _ 4 L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED. I . . 11 "� - 11� I l'. Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4 : . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED OR ARCHITECT *HIC" WLk I I I—, I I I I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL AND *MO WILL BE RESPONSIBLE FOR THE F"wC" .%, : I SMALL. 1 .0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW -. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC, I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND or THE PRoFEssoNAL m"Eve, or I . .k . I . IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I I - 1* I . - - V/410 TAPCG" � 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,) I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "­3112 P.J.,L) 1, LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN _@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4­tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS BY ELCO CONSTRUIC I I I . I 4, V4. 1 1 ­�, . ,�4� - It I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING . ....... , - 3/32, *ft WASHER 0 12 2 OF THE FLORIDA BUILDING CODE /r QC Mo W'Skin i �! . HER (armid)) j I , ; �l I(Kleopo) i � ;,�_ �l . -_ I :,�. - -- ' L I I � YAFCON f` 0. I I .. 4"0 1 I �77_ _1 I � � � I PAWIMATE L � , ��, I *,,Apl M, to Fr` Cc '7% , __ I I ! !/a f 3/3 Nut I , I= 3/32* ONG Mo . - I: V ,;= : STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL , FEMALE 10 A, PANELMATE PLUS. i ` '* WIND I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA I � * (BEYOND) =:I� J, ,. � � . or PLATE 1 ,. 14; u l - REOKORI � 1-1 ,- to I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE % FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN OF PLATE � Of PLATE , ,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : � - ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0 3/4- PLATE /V . ,ft. " I - . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK X. :1 . � "'l 'i 19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS I - --- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i J1'1.___ _- AM MWATION WALL Mg 0 - I .1� 13 ._=.a 'W'j"INTHM SCALE 3/4-- PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR 9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _* SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN ) AND IN A.ZL ji, TI a RIEGLILAR A " _E=jM_Q=WE.ftLQ.t�, �... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1- W. "" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone) /*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill . . 1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l . Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE SFORMI PAWL Rn Sw P �.. F. 3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or 2, MR FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. ­ __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. -- ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm ­.- . . 1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL . z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN ­ _111P T1 LTECO, -M I.. at 11LIECOin S,, . _.���_ Vt.. 00 z I/ 4 ��;-.. FL R1 . WAL FL 33314 PINE NO 2 W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176 A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n s, "I"All.).M. . r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"? - , . - -1 Ion."Wo- aelon- - - ze=_--ur- %,,',,,3,rF1 ii%- - am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at"" - IN a . a='m ... 1-11. , -, — .0 - AN 191�sm i CA-0,30117 M , . 1% IF — - , — P MALO.MiAn."M *_ , , a*-wats "JOIWV'WAL. ; - Wow " 06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war ' or to I — I -,w I*-# w-iIU 44NI, I - I .- SYSTEM ' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK `.:i DESIGN .,; FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT USED SHALL K LONG INTO ! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4- I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER O.C. 1 1/411, TAPCON 0 #* O.C. HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH OVER STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1­ . _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND COO - L " � ­­ - I � , - _veI ­­, 2. —_ 11' 2 1 1 IMF BEEN , INC. REPORT 0 2032, AS PROTOCOLS 7 LW,.' i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL. II Vtu,: SHUTTER STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL FROIA . Yin. HUNG I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01 Z. ORM PANEL ' ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND ' 'a..-. ,�..... I - . 1. " I , 1 4 �.. ,� WNW ., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR '1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES , i�' .�'„ 30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH ENGINEER , 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT . � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER, , 10 SIGNATURE CONT. I - ­0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S MANUFACTURED _L- 170R.93 1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099. D.C. 1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR I,; II ' ( . . . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE. ANY . BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE 1rL A-3) IN CAM THIIA' PRECAST STONE, , AI. PANEL GALVANIZED STEEL AND NEW WOOD , uxNl • 44167 r yA , t s — RIES 2000 & E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-l I. - - zbot- - Of"r , - " Do I a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M. \ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I* p_1_N.?__ ,j) . - - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1 =11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, , - - 1�1' 96,14 A,___ ., - I - i 1. .. r A-.�--4­t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I - � q.'� V-�4 � .MKIRM N ­(4) _�_ Cn -6-0 ­­­ 1lot _­\ L v . I zar_P, � ,,, 11 L L !In ; �T ."01~0 ­­.'NL - _ILL A -9 - I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif 12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I � _T , _ �� "I TLY IL : : ;,, - ! I I , I jj� .. - 073, � 2 SOO, - - 075',, -4) - � I * 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD . 4 �. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. ­ - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"� A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_ 0%_ I i / " A -- : _711%1' , I L I . I 11 � , _r 1 ]L] �, - J H , � 'I I 1!' I.. L.L.11111.1 ;A- 1 � I , � ,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' - ." , , I - , (b.) "I I MEAMM, 1"IFF. ASTW 4­653 � �L!Iilt I I( `466 � �f awo : I : L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I * 1, i i I I I I — """ 4.- I , EDGE - ____ . � I I I , I : I I . I I S M" _(�) l.1, , I 1 W ­' I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 1­4 v+=j U) 11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1 - ­_­ __ . . - -.- - .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - ­_ _­r . I : � .ise - - !. I 1 1 - - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i L_1,3�0­- I I I il - T"T �1, 1.1 � I �--� -- - ­­4.230' - - - ,*-2.470* #to. ! I 1 1w -, / , I iii Iw - L, --A,- --kl- - — - 1 -2.470' -- _L_ .k-- - A i — -0 =3 > 1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � � I I I - 14V I i . 70. , I ... ii I 1] I—_ i , I i Il'l i i I I I !, I I � -1 i[I .1 ! I I I (1) STORM PANEL i . I i � _1 1 - , - -] IJ I -_ - � I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I 1 i I in.i,i t I ) I I `1 I i ! I i ;, 0 : I L i I 1, I I I 11 I i I CBBBB L_ ��, , _�' 4: i� �,-, - � .A VIOW , I . a ii. 1 I I (1) RMRSED "h' 7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -, __,_­. ,--"---.F-"-.-L"-,----.-I---,-"- .,. / ..- I= - I y1.1 . MAl 1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "' I . - I- cryp ) MR W. - 11-w ft � __ , --- � . I MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL . I mo� L I . ,.= . 20-0/ - . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I rViNfLL*S '" Lj!P 1, �, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a - I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I W;w K OVERLAP I 4=14w. a I 11_� ."Z' � I ". 1 ator 31 PAWLS-6. i I ; I I X U) �, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�­­_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 ­­ . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I "",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ; " �­ � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL T e I 11 I 1 4-j ,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91­ (D SYSTEM - - ,� ,� j I' if �� , . -l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I � .,, � r I I, � ! I , �1' - I � I I - _.-IL-_ - I < - r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0 D. - I 1-__jL,__ - ,* . .1 ................... ,_ ____%1 - "'. I . Kwxq,_,,- I , .1 3/w . I' 11 **S , I I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' ! 1 3.750' I - III. 1 1F7117._. ; I If , /_4 -1/41 III. - 1,4. I i t I I ;, I i VR� � i a) = i I # . ISOMETRIC VIEW DETAIL A , I 0 J1 -0 -, !-"T " I *161�- : C I ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i 1.;I ,I ,-It END UP W/ A;A SECTION 0-8 MACK "i I� 1, - _ I 2. L_ , I � T 4;r- q"'v .1 I 0 1 I L '� (N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3 - " .�"."." IV , 1:: (1) A0B[BM_2L3L20_=; - Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r, I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM —2 000' I i�r " : MILANX co-own I (1) MUTIQN-of SERIES STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 2­4 1 !" - 0 BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�.. C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO A i I 11 ", .. J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, , I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70 TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I - OW SMALL BE _2W/4 1��/tr 32;, - %AJtA%`* � (�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0 j + ­1 , VWA - _(9) .11.1 SHou 2W t3l & It L mr/ -T MQUNTINa A 0 7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U) 3. ,qD= =C�� SHALL CC ML 1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL 00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING " Cu EXTERIOR FULL FILAAGES OF D40 PAWL OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0 1. BE PROVIDED AT TOP OF SUCM PANELS, (-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR =AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI 04VMR PANEL = 3PCC#CATON OKVAWAAIM no (3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW, 1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4 I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE IRS USED JOWLY IN 4 . . ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1 I - to BOTTOM TRACK MAY OCCUR ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS S ..., TO BY Y M TRACK �L= INSTALLED - ri w Obs' (Typ) . 10,1VIIIIII I,. %, IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3 4 _S �Jfl ­11311V6 , .1 . Jods N tit THEIR OVERLAPS RETAINED By . . . . , �.; ... ...... . , M cgo"MM" a AWJM . � v I �N . : NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone) ­j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . < -1 . . om "M AK1 F.P. - I Ro= I'll, BE . olm ILMM INC. FP 1 7 T D I __ . -- - I, . . I .* No. 4 167 7. I , FATE OF :'q 20 PANU ;z i .?w - OF -'q: 4m TKIOM IN: 20 CAGE GALVANIZED STEEL ST01111 PANEL r, -, I 20 GAGE GALVANIZED STEEL STOW PANEL DOM , & A , - r DOM MY � , - - - (_ - .;01 COW& w- . *. : 3' Mo.. --J .. . . - L-L I < Z3;".. ?!.Ia---- , =_-�'--, — z _-4;_1 GWRAL PROTECIII QUAIL I �.l �Lxaz � ---------\ PRIODM LLC. I"/w/3'" - '> STAT 0 .. 7E C �_* . DKIII I1CAU` I/r - I* �, am- z - . . ' F - 1. ON LLC. '",""No VIEW GLOBAL PROTECTION 3"WiMax.) AL 1, few I / ILTECOm \ _ 1-T � 51 FAULT _ _ (2) "' " I I - 11LIECOINC am IV, TIT mw \31" T CAME. IL 3014 "Iffrol 0 � �m, 4%r� A v ii/1-.7. (054)50-M-k FAIL. PIKIW' (M-)§W-7140, IATI < 11063.43 NUNI IN - FAW .1.1 I 6" I 1, - � am W-41, _*`01cot'm 1r(:*"=j­ O.-ccow, -io6i, "AII 0-0"- 16416"I .Woo* 190 Ofte" %,, I At I - D,0=719 or !!! . I AA."O - 1 1 1 ! PX, ap,�� 6 -.1 iwiwwo LANKA.% — abow ft ;,100va, tLAU/so"TuAL'un Fix . VA41VWWW410AX ukfm A, ALUT a.. op - ; I I" LONG , WX I 'i =, Lr "'IIIII, .. OUT .196, IMMIL I'L ILI" la,j DoMMO_#", (ft.Ow-f"? E-.-..jr,r= Mac. OM)NI-7$4k FAX, (W)NO-Wo 20-176 , gi x=..ew= P~ 20-176 W. I'D- 176. . A�.:.M_61 F., Woo A, ,f I LINI . , _j WULM .� PC 2E , � .S�W ILL or 21 . " OF III - -- - -11 1000 7 ji.t, %As V/24 10 14'/24r To""W'90.0 (M wn 3 SCLO" '. It". 2-/24 * V/249, Ni cm won A entwi PANEL(I)INTO POURED CONCRETE OR CONCRETE BLOCK Mn- I-2.591`-7![ �, • _1�i� < ..` T_I j -.,I 60 4 v ' ' '(6,D 44V . M NO2 I } ,4I • t It{ i , I ! I Hii] 1'I I TRACK (1) REVERSED "U" TRACK 'BEE �.,-'" �'`' San as ' - Ni a' W. w --�._. HEMMED EDGE. ',",,�- __ - . ". SECTION of L. �':: ?me: E - Z NAND BILL. WALL BY MEANS Of zgxt:o?-- GO--, I 11 " `'r, BOTTOM CONNECTED WING NUT on la,lo) M M. Um3wftv ONTO TAP AS '� INST. CONNECTION SHALL MOUNTING INST. BUILD-.01ft MOUNTING INST. (4)locyrow NaIF RarO OI , ONE SILL DISTANCEFOR Al BUILDING GAGE GALVANIZED STEEL STORM ..-�~. lil ATE , PRODUCTS. UM. ANGLE T STOP BAR 11 '' / GIMBAL PROTECTION PRODUCTS , LLC. 5" I I Z �T�i L �,wc 4m S.R. ALLAY SHEET NO. SH 1.2 I. ' TAPCON ANCHOft I 1/.•,EiN'+CON ��6RXI�LAIt� INSTALLAIMN DETAILS FOR OPTION #2 FOR SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES w e IAPCoN, 4,04M 1 W4'_ TAP ON ANCHORS a, D.C. I Cc 1�4 -114 POURED CONC. , , gD ONCR,M " DR CONCRETE MRETEOCAr � ORPOUWC� JXK. L I If I - I. 11 , RIOURCI) � ' I A REQUIRED , I _1 LIFE SAFETY STORM PANEL C : tEAL, � I , , , ; . I : - r v 3 - . t- , i M.- !. UTK� I ! � #9 ; . I : 1 '­�­"4 L if I : I I ;_ � i I : I . ; t I I i I : � I I � k"D 7 � I i ! L0.0 I 1 , I ; , , I . 41IIIIIIIIIII . I I U;I010 PANELMATE. Aim 1;43132- *160 KIT *ZOR I OIN,C BLOCK REQUIRED W" MQUKW INSTA=ON 0 U 0 11107PANFIL WAX 3/8--i- 1 I �­­Z' , " E.O # , i 1, , , � .1, , - I - L� 4. i I I I I i rd , - 19 I I :: I . I I Ir .1 I : 1 , I I I I L-IrA N01% TO% h fABM� 1100 Ems 011 SPULYfa BY . a, "*_0 a) CD 0 6­0 = a) ca. = = = CIO -M En 0 C 0 _C) - = 2 a) = C .0 U- — M M a) 2 Cn a) _10-11 CL j ( I AIMAXTIE - - ........ ... M­'-4 , 3/32- WING NUT OASHM (BEYOND) POURED CONCRETE ON CONCRETE GLOCK REQUIRED WALL 11112M p q:.UA'I ATION ZgeW AN L 0 LIFE SCALE 3/8-0- Yet In 04%;$ ft 20 FDA AWC , 1/4'. MALOND vom phbmk INSIALUITIM INTO 0 me I FRAME XAFUM W, Now www@ 0.4 3 ­ 3 ­ 17- ="=wj1=.= *-- m_..,___�_.__i_,w_ so"" rue " To" RacArra ow va-M4 QMRAM VIA 0`4 3 1 SIDAMULE *UW.A ANCHDI pu.wwx SiNcoo; pow" ON soma" ADM%. " on ONO* . . , MY 11111 F *W4 NICIM FOR TWIF OPUWft TO K POO&& *20=0 ­ I if-ai" -a : :_ VIACOM WrAm uw F-Cm 9%Lk WIT 4 qr - K LESS THAN WWOM SPACW INOICATO MO VCR ANDOR WAY 0. ?"A SCHEDULE - LL. - r - too me I I a 4 Z Z W J I - INSTALLATION DETAILS FOR OPTION/2 FOR LIFE SAFETY STORM PANEL INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on -11 "I'll - - 7 -! - 94AU K I 1/4 - . . ,- - L �', ,I1 Y " = 'I - I � , '. L, - - ­� T 1. . ILL— �_ --- , - . ��[ 0 1, 11 I! 4 1 � . j_�_,i. ... � . l, 1, . WIND LOADS SMALL BE DEI MWO AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0' CALK-01 ANCHORS SHALL BE IS 7/8' INTO CONCRETE. ia . I ! L I , 1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l I � . I rOcArM .1 i I EXCEED TIME MAXIMUM (A.. !) METO ANY FT ov 't .1 .,�� --, 9, , 1� I " OU �, - I , .. 1/4" 0-20 SS SIDEWALK BOATS ENOUGH(SHOULD ANY "141614 MATERIAL EXIST) 70 I �J.,=61"" - I V1.11-11-91w � I ,. 1 1! -'ig:;"`K-AO`" , / - - ANCHORS. I w ILAJ . . � � - .1 .. � I . � I .. " I I � � __ -, �, L' , ,�_ -- --1; � I , 1/4-0 TAPCDk 0 11' D.C. - t ASCE 7-16 - ts = I , , 'I liff TAPCON a Ir D.C.11 r 0 Or ,,, ,7 _ I" 0 1 � , __ - , , I i- . I ,... . w . . I :" :1[ i 11- - THREADED ll W'I 412- MAL DREADED , L'I I I ,;,�M. THREAM - . . I ,, . . I ,./, To I 11i;or Tw"= � , il 1, ,.� t I- - �� qMEAM .1 I AT STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL. L I I I , �",/- ._:,*;i�� ji, I ", AT wow ", At WOOD ") I HEADER . I FARM ANIONI)RAGIF 6 , . il I I . ii I 1 , 1i = ca tj �z .. MEADEW i 1: ME49CO * HER" I I. SMALL. K AS MENTIONED IN ITI) Mo IN 0.2), = HEADIA I 4M80,I06 � , I � I , I - �, I 1), I r , " i. I IN ORDER TO VERWY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT STRESSED. A ,SA INCREASE =2 - 1= = :111< , 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n " w . I 4 1/4 IN ALLOWABLE SPECIFC41XI OF THE ANCHOR' - /4� --- I 1/4* 147 114. , - I T loop. - 41"� , I j MM_ _ , . . � i. I S. .!a 1 L ­ 1!eN_ i i I sicenow tells OF MANUFACTURER - - 2: -% I I I 2; , I 1 7­ 1, � ! 2., . . , I v � , Min � VAM HEADER 14-- . �, WOOD HEADER, � , - ... 11 STORM PANEL'S ADEQUACY FOR IMPACT AND rAtIGur RMWA.wa HAS VERIFIED IN ACCORDANCE wr!)� 0 , I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �- � On, " �l I . �� I . ; REQUIRED � I I I IT -cc Z_ Mg ., ONLY 91 ATTACHED to CONCRETE. BLOCK 3; -�. 2 w I I I — � I . I ; I '. . ; I i (P.. � I 11 L � I . ; I �' I [t , i � � I 1. -1, , 2 US 4 0 BE INISTALLED ON THE OUTSIDE Or THE OPENING ACCESSING TIME OPENING FROM THE - I ; : ,­ , = 1�1 �, - A I I ,..� = . � 11 , J I r - . 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL COWOKNI EDGE$ WHICH REMAIN IN CONTINUOUS :p 11 = a 0 � ! : : 1. co i (3 I 017 cc :t: I a q, ,-%OZ -Lic EXISTING w BLVA� ) : I I 1 : ! Lon. suwym u W To CAM w MUM � LEMG'131 !X va , , , , , I I `� , I `� ` r I` L ��i - )I'- - I o I , __ I "I , I r � 2i — - --- r_ . , � 'r I , Mr, , � � - � , , tl` rp� I I "I �, "I L, i , I 01,111"/ I I , "_LI ` I .L ", 1:� - � � ! I , � - , Dor ! ; 1- 1. CLASS 901"Litr : I ! I 1. M­ =_� _( "'A'"Nom I I 3. SERIES 1000 IMSTALLATION IS APPLICABLE TO SINGLE AND DOLAILE SME W94DLWS WHEN iNSTALLATIONt is REWRIED fu K � , , I I $a C"WM I � = PANEL M.- � 11) I I PAWL TEAM I M am to) ! PERFORMED FIRD THE INSIOL or STRUCTURE 3: INCIIII 1" W­ I wT NOTE I KID" � MO, REGULATIONS PROVIDED BY THE JUMSIDICTICA1 WHERE PERMIT IS APPLIED To. 0) L' BELOW) XXSEYFS� Ir =1 � , . 6, j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u - - I �� , I , � i I I v W. All ZA, = = - So*"M. - sEr"'M , OWING I I , . (SEE 'NoTl "Tom-1 - — I I CLASS To MAM LL ; 1­'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I., LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I 1/4'*-2�4; , "TV cm SONWAR " ! ; ( v .s :9 .. wast 10) � I/,I I I I ON SHEET M ; I., C w 9-w 10) I SEE NOTE I KLOW) I/4-#-ZNI' , (SEE NOTE I BELOW) w 78. x: Is M.: I , - I I 6. OM NOT PROVIDE � � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in I -0 ! I -- ; I XCT. I = . I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_ i . ovo - I NU 11. - - : � � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY. 1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . . ONG , I I I W4131 111 L M Cl _ L': -- THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al - I , Not UWTL FROM THE CONDITIONS GET LED ON � I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY. I ; : I r O'C' W11 1/2- T . ; , I I � : z PENETRATION AT I".,r.' 'I', li!!j 1 1 1 _ 4 L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED. I . . 11 "� - 11� I l'. Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4 : . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED OR ARCHITECT *HIC" WLk I I I—, I I I I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL AND *MO WILL BE RESPONSIBLE FOR THE F"wC" .%, : I SMALL. 1 .0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW -. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC, I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND or THE PRoFEssoNAL m"Eve, or I . .k . I . IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I I - 1* I . - - V/410 TAPCG" � 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,) I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "­3112 P.J.,L) 1, LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN _@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4­tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS BY ELCO CONSTRUIC I I I . I 4, V4. 1 1 ­�, . ,�4� - It I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING . ....... , - 3/32, *ft WASHER 0 12 2 OF THE FLORIDA BUILDING CODE /r QC Mo W'Skin i �! . HER (armid)) j I , ; �l I(Kleopo) i � ;,�_ �l . -_ I :,�. - -- ' L I I � YAFCON f` 0. I I .. 4"0 1 I �77_ _1 I � � � I PAWIMATE L � , ��, I *,,Apl M, to Fr` Cc '7% , __ I I ! !/a f 3/3 Nut I , I= 3/32* ONG Mo . - I: V ,;= : STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL , FEMALE 10 A, PANELMATE PLUS. i ` '* WIND I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA I � * (BEYOND) =:I� J, ,. � � . or PLATE 1 ,. 14; u l - REOKORI � 1-1 ,- to I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE % FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN OF PLATE � Of PLATE , ,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : � - ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0 3/4- PLATE /V . ,ft. " I - . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK X. :1 . � "'l 'i 19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS I - --- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i J1'1.___ _- AM MWATION WALL Mg 0 - I .1� 13 ._=.a 'W'j"INTHM SCALE 3/4-- PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR 9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _* SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN ) AND IN A.ZL ji, TI a RIEGLILAR A " _E=jM_Q=WE.ftLQ.t�, �... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1- W. "" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone) /*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill . . 1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l . Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE SFORMI PAWL Rn Sw P �.. F. 3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or 2, MR FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. ­ __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. -- ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm ­.- . . 1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL . z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN ­ _111P T1 LTECO, -M I.. at 11LIECOin S,, . _.���_ Vt.. 00 z I/ 4 ��;-.. FL R1 . WAL FL 33314 PINE NO 2 W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176 A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n s, "I"All.).M. . r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"? - , . - -1 Ion."Wo- aelon- - - ze=_--ur- %,,',,,3,rF1 ii%- - am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at"" - IN a . a='m ... 1-11. , -, — .0 - AN 191�sm i CA-0,30117 M , . 1% IF — - , — P MALO.MiAn."M *_ , , a*-wats "JOIWV'WAL. ; - Wow " 06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war ' or to I — I -,w I*-# w-iIU 44NI, I - I .- SYSTEM ' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK `.:i DESIGN .,; FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT USED SHALL K LONG INTO ! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4- I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER O.C. 1 1/411, TAPCON 0 #* O.C. HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH OVER STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1­ . _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND COO - L " � ­­ - I � , - _veI ­­, 2. —_ 11' 2 1 1 IMF BEEN , INC. REPORT 0 2032, AS PROTOCOLS 7 LW,.' i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL. II Vtu,: SHUTTER STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL FROIA . Yin. HUNG I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01 Z. ORM PANEL ' ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND ' 'a..-. ,�..... I - . 1. " I , 1 4 �.. ,� WNW ., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR '1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES , i�' .�'„ 30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH ENGINEER , 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT . � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER, , 10 SIGNATURE CONT. I - ­0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S MANUFACTURED _L- 170R.93 1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099. D.C. 1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR I,; II ' ( . . . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE. ANY . BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE 1rL A-3) IN CAM THIIA' PRECAST STONE, , AI. PANEL GALVANIZED STEEL AND NEW WOOD , uxNl • 44167 r yA , t s — RIES 2000 & E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-l I. - - zbot- - Of"r , - " Do I a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M. \ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I* p_1_N.?__ ,j) . - - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1 =11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, , - - 1�1' 96,14 A,___ ., - I - i 1. .. r A-.�--4­t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I - � q.'� V-�4 � .MKIRM N ­(4) _�_ Cn -6-0 ­­­ 1lot _­\ L v . I zar_P, � ,,, 11 L L !In ; �T ."01~0 ­­.'NL - _ILL A -9 - I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif 12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I � _T , _ �� "I TLY IL : : ;,, - ! I I , I jj� .. - 073, � 2 SOO, - - 075',, -4) - � I * 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD . 4 �. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. ­ - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"� A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_ 0%_ I i / " A -- : _711%1' , I L I . I 11 � , _r 1 ]L] �, - J H , � 'I I 1!' I.. L.L.11111.1 ;A- 1 � I , � ,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' - ." , , I - , (b.) "I I MEAMM, 1"IFF. ASTW 4­653 � �L!Iilt I I( `466 � �f awo : I : L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I * 1, i i I I I I — """ 4.- I , EDGE - ____ . � I I I , I : I I . I I S M" _(�) l.1, , I 1 W ­' I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 1­4 v+=j U) 11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1 - ­_­ __ . . - -.- - .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - ­_ _­r . I : � .ise - - !. I 1 1 - - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i L_1,3�0­- I I I il - T"T �1, 1.1 � I �--� -- - ­­4.230' - - - ,*-2.470* #to. ! I 1 1w -, / , I iii Iw - L, --A,- --kl- - — - 1 -2.470' -- _L_ .k-- - A i — -0 =3 > 1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � � I I I - 14V I i . 70. , I ... ii I 1] I—_ i , I i Il'l i i I I I !, I I � -1 i[I .1 ! I I I (1) STORM PANEL i . I i � _1 1 - , - -] IJ I -_ - � I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I 1 i I in.i,i t I ) I I `1 I i ! I i ;, 0 : I L i I 1, I I I 11 I i I CBBBB L_ ��, , _�' 4: i� �,-, - � .A VIOW , I . a ii. 1 I I (1) RMRSED "h' 7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -, __,_­. ,--"---.F-"-.-L"-,----.-I---,-"- .,. / ..- I= - I y1.1 . MAl 1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "' I . - I- cryp ) MR W. - 11-w ft � __ , --- � . I MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL . I mo� L I . ,.= . 20-0/ - . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I rViNfLL*S '" Lj!P 1, �, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a - I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I W;w K OVERLAP I 4=14w. a I 11_� ."Z' � I ". 1 ator 31 PAWLS-6. i I ; I I X U) �, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�­­_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 ­­ . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I "",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ; " �­ � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL T e I 11 I 1 4-j ,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91­ (D SYSTEM - - ,� ,� j I' if �� , . -l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I � .,, � r I I, � ! I , �1' - I � I I - _.-IL-_ - I < - r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0 D. - I 1-__jL,__ - ,* . .1 ................... ,_ ____%1 - "'. I . Kwxq,_,,- I , .1 3/w . I' 11 **S , I I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' ! 1 3.750' I - III. 1 1F7117._. ; I If , /_4 -1/41 III. - 1,4. I i t I I ;, I i VR� � i a) = i I # . ISOMETRIC VIEW DETAIL A , I 0 J1 -0 -, !-"T " I *161�- : C I ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i 1.;I ,I ,-It END UP W/ A;A SECTION 0-8 MACK "i I� 1, - _ I 2. L_ , I � T 4;r- q"'v .1 I 0 1 I L '� (N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3 - " .�"."." IV , 1:: (1) A0B[BM_2L3L20_=; - Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r, I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM —2 000' I i�r " : MILANX co-own I (1) MUTIQN-of SERIES STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 2­4 1 !" - 0 BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�.. C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO A i I 11 ", .. J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, , I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70 TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I - OW SMALL BE _2W/4 1��/tr 32;, - %AJtA%`* � (�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0 j + ­1 , VWA - _(9) .11.1 SHou 2W t3l & It L mr/ -T MQUNTINa A 0 7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U) 3. ,qD= =C�� SHALL CC ML 1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL 00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING " Cu EXTERIOR FULL FILAAGES OF D40 PAWL OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0 1. BE PROVIDED AT TOP OF SUCM PANELS, (-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR =AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI 04VMR PANEL = 3PCC#CATON OKVAWAAIM no (3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW, 1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4 I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE IRS USED JOWLY IN 4 . . ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1 I - to BOTTOM TRACK MAY OCCUR ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS S ..., TO BY Y M TRACK �L= INSTALLED - ri w Obs' (Typ) . 10,1VIIIIII I,. %, IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3 4 _S �Jfl ­11311V6 , .1 . Jods N tit THEIR OVERLAPS RETAINED By . . . . , �.; ... ...... . , M cgo"MM" a AWJM . � v I �N . : NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone) ­j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . < -1 . . om "M AK1 F.P. - I Ro= I'll, BE . olm ILMM INC. FP 1 7 T D I __ . -- - I, . . I .* No. 4 167 7. I , FATE OF :'q 20 PANU ;z i .?w - OF -'q: 4m TKIOM IN: 20 CAGE GALVANIZED STEEL ST01111 PANEL r, -, I 20 GAGE GALVANIZED STEEL STOW PANEL DOM , & A , - r DOM MY � , - - - (_ - .;01 COW& w- . *. : 3' Mo.. --J .. . . - L-L I < Z3;".. ?!.Ia---- , =_-�'--, — z _-4;_1 GWRAL PROTECIII QUAIL I �.l �Lxaz � ---------\ PRIODM LLC. I"/w/3'" - '> STAT 0 .. 7E C �_* . DKIII I1CAU` I/r - I* �, am- z - . . ' F - 1. ON LLC. '",""No VIEW GLOBAL PROTECTION 3"WiMax.) AL 1, few I / ILTECOm \ _ 1-T � 51 FAULT _ _ (2) "' " I I - 11LIECOINC am IV, TIT mw \31" T CAME. IL 3014 "Iffrol 0 � �m, 4%r� A v ii/1-.7. (054)50-M-k FAIL. PIKIW' (M-)§W-7140, IATI < 11063.43 NUNI IN - FAW .1.1 I 6" I 1, - � am W-41, _*`01cot'm 1r(:*"=j­ O.-ccow, -io6i, "AII 0-0"- 16416"I .Woo* 190 Ofte" %,, I At I - D,0=719 or !!! . I AA."O - 1 1 1 ! PX, ap,�� 6 -.1 iwiwwo LANKA.% — abow ft ;,100va, tLAU/so"TuAL'un Fix . VA41VWWW410AX ukfm A, ALUT a.. op - ; I I" LONG , WX I 'i =, Lr "'IIIII, .. OUT .196, IMMIL I'L ILI" la,j DoMMO_#", (ft.Ow-f"? E-.-..jr,r= Mac. OM)NI-7$4k FAX, (W)NO-Wo 20-176 , gi x=..ew= P~ 20-176 W. I'D- 176. . A�.:.M_61 F., Woo A, ,f I LINI . , _j WULM .� PC 2E , � .S�W ILL or 21 . " OF III - -- - -11 1000 7 ji.t, %As V/24 10 14'/24r To""W'90.0 (M wn 3 SCLO" '. It". 2-/24 * V/249, Ni cm won A entwi PANEL(I)INTO POURED CONCRETE OR CONCRETE BLOCK Mn- I-2.591`-7![ �, • _1�i� < ..` T_I j -.,I 60 4 v ' ' '(6,D 44V . M NO2 I } ,4I • t It{ i , I ! I Hii] 1'I I TRACK (1) REVERSED "U" TRACK 'BEE �.,-'" �'`' San as ' - Ni a' W. w --�._. HEMMED EDGE. ',",,�- __ - . ". SECTION of L. �':: ?me: E - Z NAND BILL. WALL BY MEANS Of zgxt:o?-- GO--, I 11 " `'r, BOTTOM CONNECTED WING NUT on la,lo) M M. Um3wftv ONTO TAP AS '� INST. CONNECTION SHALL MOUNTING INST. BUILD-.01ft MOUNTING INST. (4)locyrow NaIF RarO OI , ONE SILL DISTANCEFOR Al BUILDING GAGE GALVANIZED STEEL STORM ..-�~. lil ATE , PRODUCTS. UM. ANGLE T STOP BAR 11 '' / GIMBAL PROTECTION PRODUCTS , LLC. 5" I I Z �T�i L �,wc 4m S.R. ALLAY SHEET NO. SH 1.2 N01% TO% h fABM� 1100 Ems 011 SPULYfa BY . a, "*_0 a) CD 0 6­0 = a) ca. = = = CIO -M En 0 C 0 _C) - = 2 a) = C .0 U- — M M a) 2 Cn a) _10-11 CL j ( I AIMAXTIE - - ........ ... M­'-4 , 3/32- WING NUT OASHM (BEYOND) POURED CONCRETE ON CONCRETE GLOCK REQUIRED WALL 11112M p q:.UA'I ATION ZgeW AN L 0 LIFE SCALE 3/8-0- Yet In 04%;$ ft 20 FDA AWC , 1/4'. MALOND vom phbmk INSIALUITIM INTO 0 me I FRAME XAFUM W, Now www@ 0.4 3 ­ 3 ­ 17- ="=wj1=.= *-- m_..,___�_.__i_,w_ so"" rue " To" RacArra ow va-M4 QMRAM VIA 0`4 3 1 SIDAMULE *UW.A ANCHDI pu.wwx SiNcoo; pow" ON soma" ADM%. " on ONO* . . , MY 11111 F *W4 NICIM FOR TWIF OPUWft TO K POO&& *20=0 ­ I if-ai" -a : :_ VIACOM WrAm uw F-Cm 9%Lk WIT 4 qr - K LESS THAN WWOM SPACW INOICATO MO VCR ANDOR WAY 0. ?"A SCHEDULE - LL. - r - too me I I a 4 Z Z W J I - INSTALLATION DETAILS FOR OPTION/2 FOR LIFE SAFETY STORM PANEL INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on -11 "I'll - - 7 -! - 94AU K I 1/4 - . . ,- - L �', ,I1 Y " = 'I - I � , '. L, - - ­� T 1. . ILL— �_ --- , - . ��[ 0 1, 11 I! 4 1 � . j_�_,i. ... � . l, 1, . WIND LOADS SMALL BE DEI MWO AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0' CALK-01 ANCHORS SHALL BE IS 7/8' INTO CONCRETE. ia . I ! L I , 1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l I � . I rOcArM .1 i I EXCEED TIME MAXIMUM (A.. !) METO ANY FT ov 't .1 .,�� --, 9, , 1� I " OU �, - I , .. 1/4" 0-20 SS SIDEWALK BOATS ENOUGH(SHOULD ANY "141614 MATERIAL EXIST) 70 I �J.,=61"" - I V1.11-11-91w � I ,. 1 1! -'ig:;"`K-AO`" , / - - ANCHORS. I w ILAJ . . � � - .1 .. � I . � I .. " I I � � __ -, �, L' , ,�_ -- --1; � I , 1/4-0 TAPCDk 0 11' D.C. - t ASCE 7-16 - ts = I , , 'I liff TAPCON a Ir D.C.11 r 0 Or ,,, ,7 _ I" 0 1 � , __ - , , I i- . I ,... . w . . I :" :1[ i 11- - THREADED ll W'I 412- MAL DREADED , L'I I I ,;,�M. THREAM - . . I ,, . . I ,./, To I 11i;or Tw"= � , il 1, ,.� t I- - �� qMEAM .1 I AT STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL. L I I I , �",/- ._:,*;i�� ji, I ", AT wow ", At WOOD ") I HEADER . I FARM ANIONI)RAGIF 6 , . il I I . ii I 1 , 1i = ca tj �z .. MEADEW i 1: ME49CO * HER" I I. SMALL. K AS MENTIONED IN ITI) Mo IN 0.2), = HEADIA I 4M80,I06 � , I � I , I - �, I 1), I r , " i. I IN ORDER TO VERWY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT STRESSED. A ,SA INCREASE =2 - 1= = :111< , 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n " w . I 4 1/4 IN ALLOWABLE SPECIFC41XI OF THE ANCHOR' - /4� --- I 1/4* 147 114. , - I T loop. - 41"� , I j MM_ _ , . . � i. I S. .!a 1 L ­ 1!eN_ i i I sicenow tells OF MANUFACTURER - - 2: -% I I I 2; , I 1 7­ 1, � ! 2., . . , I v � , Min � VAM HEADER 14-- . �, WOOD HEADER, � , - ... 11 STORM PANEL'S ADEQUACY FOR IMPACT AND rAtIGur RMWA.wa HAS VERIFIED IN ACCORDANCE wr!)� 0 , I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �- � On, " �l I . �� I . ; REQUIRED � I I I IT -cc Z_ Mg ., ONLY 91 ATTACHED to CONCRETE. BLOCK 3; -�. 2 w I I I — � I . I ; I '. . ; I i (P.. � I 11 L � I . ; I �' I [t , i � � I 1. -1, , 2 US 4 0 BE INISTALLED ON THE OUTSIDE Or THE OPENING ACCESSING TIME OPENING FROM THE - I ; : ,­ , = 1�1 �, - A I I ,..� = . � 11 , J I r - . 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL COWOKNI EDGE$ WHICH REMAIN IN CONTINUOUS :p 11 = a 0 � ! : : 1. co i (3 I 017 cc :t: I a q, ,-%OZ -Lic EXISTING w BLVA� ) : I I 1 : ! Lon. suwym u W To CAM w MUM � LEMG'131 !X va , , , , , I I `� , I `� ` r I` L ��i - )I'- - I o I , __ I "I , I r � 2i — - --- r_ . , � 'r I , Mr, , � � - � , , tl` rp� I I "I �, "I L, i , I 01,111"/ I I , "_LI ` I .L ", 1:� - � � ! I , � - , Dor ! ; 1- 1. CLASS 901"Litr : I ! I 1. M­ =_� _( "'A'"Nom I I 3. SERIES 1000 IMSTALLATION IS APPLICABLE TO SINGLE AND DOLAILE SME W94DLWS WHEN iNSTALLATIONt is REWRIED fu K � , , I I $a C"WM I � = PANEL M.- � 11) I I PAWL TEAM I M am to) ! PERFORMED FIRD THE INSIOL or STRUCTURE 3: INCIIII 1" W­ I wT NOTE I KID" � MO, REGULATIONS PROVIDED BY THE JUMSIDICTICA1 WHERE PERMIT IS APPLIED To. 0) L' BELOW) XXSEYFS� Ir =1 � , . 6, j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u - - I �� , I , � i I I v W. All ZA, = = - So*"M. - sEr"'M , OWING I I , . (SEE 'NoTl "Tom-1 - — I I CLASS To MAM LL ; 1­'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I., LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I 1/4'*-2�4; , "TV cm SONWAR " ! ; ( v .s :9 .. wast 10) � I/,I I I I ON SHEET M ; I., C w 9-w 10) I SEE NOTE I KLOW) I/4-#-ZNI' , (SEE NOTE I BELOW) w 78. x: Is M.: I , - I I 6. OM NOT PROVIDE � � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in I -0 ! I -- ; I XCT. I = . I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_ i . ovo - I NU 11. - - : � � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY. 1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . . ONG , I I I W4131 111 L M Cl _ L': -- THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al - I , Not UWTL FROM THE CONDITIONS GET LED ON � I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY. I ; : I r O'C' W11 1/2- T . ; , I I � : z PENETRATION AT I".,r.' 'I', li!!j 1 1 1 _ 4 L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED. I . . 11 "� - 11� I l'. Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4 : . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED OR ARCHITECT *HIC" WLk I I I—, I I I I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL AND *MO WILL BE RESPONSIBLE FOR THE F"wC" .%, : I SMALL. 1 .0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW -. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC, I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND or THE PRoFEssoNAL m"Eve, or I . .k . I . IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I I - 1* I . - - V/410 TAPCG" � 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,) I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "­3112 P.J.,L) 1, LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN _@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4­tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS BY ELCO CONSTRUIC I I I . I 4, V4. 1 1 ­�, . ,�4� - It I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING . ....... , - 3/32, *ft WASHER 0 12 2 OF THE FLORIDA BUILDING CODE /r QC Mo W'Skin i �! . HER (armid)) j I , ; �l I(Kleopo) i � ;,�_ �l . -_ I :,�. - -- ' L I I � YAFCON f` 0. I I .. 4"0 1 I �77_ _1 I � � � I PAWIMATE L � , ��, I *,,Apl M, to Fr` Cc '7% , __ I I ! !/a f 3/3 Nut I , I= 3/32* ONG Mo . - I: V ,;= : STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL , FEMALE 10 A, PANELMATE PLUS. i ` '* WIND I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA I � * (BEYOND) =:I� J, ,. � � . or PLATE 1 ,. 14; u l - REOKORI � 1-1 ,- to I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE % FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN OF PLATE � Of PLATE , ,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : � - ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0 3/4- PLATE /V . ,ft. " I - . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK X. :1 . � "'l 'i 19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS I - --- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i J1'1.___ _- AM MWATION WALL Mg 0 - I .1� 13 ._=.a 'W'j"INTHM SCALE 3/4-- PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR 9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _* SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN ) AND IN A.ZL ji, TI a RIEGLILAR A " _E=jM_Q=WE.ftLQ.t�, �... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1- W. "" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone) /*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill . . 1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l . Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE SFORMI PAWL Rn Sw P �.. F. 3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or 2, MR FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. ­ __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. -- ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm ­.- . . 1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL . z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN ­ _111P T1 LTECO, -M I.. at 11LIECOin S,, . _.���_ Vt.. 00 z I/ 4 ��;-.. FL R1 . WAL FL 33314 PINE NO 2 W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176 A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n s, "I"All.).M. . r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"? - , . - -1 Ion."Wo- aelon- - - ze=_--ur- %,,',,,3,rF1 ii%- - am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at"" - IN a . a='m ... 1-11. , -, — .0 - AN 191�sm i CA-0,30117 M , . 1% IF — - , — P MALO.MiAn."M *_ , , a*-wats "JOIWV'WAL. ; - Wow " 06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war ' or to I — I -,w I*-# w-iIU 44NI, I - I .- SYSTEM ' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK `.:i DESIGN .,; FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT USED SHALL K LONG INTO ! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4- I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER O.C. 1 1/411, TAPCON 0 #* O.C. HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH OVER STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1­ . _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND COO - L " � ­­ - I � , - _veI ­­, 2. —_ 11' 2 1 1 IMF BEEN , INC. REPORT 0 2032, AS PROTOCOLS 7 LW,.' i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL. II Vtu,: SHUTTER STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL FROIA . Yin. HUNG I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01 Z. ORM PANEL ' ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND ' 'a..-. ,�..... I - . 1. " I , 1 4 �.. ,� WNW ., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR '1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES , i�' .�'„ 30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH ENGINEER , 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT . � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER, , 10 SIGNATURE CONT. I - ­0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S MANUFACTURED _L- 170R.93 1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099. D.C. 1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR I,; II ' ( . . . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE. ANY . BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE 1rL A-3) IN CAM THIIA' PRECAST STONE, , AI. PANEL GALVANIZED STEEL AND NEW WOOD , uxNl • 44167 r yA , t s — RIES 2000 & E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-l I. - - zbot- - Of"r , - " Do I a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M. \ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I* p_1_N.?__ ,j) . - - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1 =11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, , - - 1�1' 96,14 A,___ ., - I - i 1. .. r A-.�--4­t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I - � q.'� V-�4 � .MKIRM N ­(4) _�_ Cn -6-0 ­­­ 1lot _­\ L v . I zar_P, � ,,, 11 L L !In ; �T ."01~0 ­­.'NL - _ILL A -9 - I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif 12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I � _T , _ �� "I TLY IL : : ;,, - ! I I , I jj� .. - 073, � 2 SOO, - - 075',, -4) - � I * 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD . 4 �. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. ­ - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"� A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_ 0%_ I i / " A -- : _711%1' , I L I . I 11 � , _r 1 ]L] �, - J H , � 'I I 1!' I.. L.L.11111.1 ;A- 1 � I , � ,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' - ." , , I - , (b.) "I I MEAMM, 1"IFF. ASTW 4­653 � �L!Iilt I I( `466 � �f awo : I : L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I * 1, i i I I I I — """ 4.- I , EDGE - ____ . � I I I , I : I I . I I S M" _(�) l.1, , I 1 W ­' I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 1­4 v+=j U) 11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1 - ­_­ __ . . - -.- - .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - ­_ _­r . I : � .ise - - !. I 1 1 - - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i L_1,3�0­- I I I il - T"T �1, 1.1 � I �--� -- - ­­4.230' - - - ,*-2.470* #to. ! I 1 1w -, / , I iii Iw - L, --A,- --kl- - — - 1 -2.470' -- _L_ .k-- - A i — -0 =3 > 1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � � I I I - 14V I i . 70. , I ... ii I 1] I—_ i , I i Il'l i i I I I !, I I � -1 i[I .1 ! I I I (1) STORM PANEL i . I i � _1 1 - , - -] IJ I -_ - � I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I 1 i I in.i,i t I ) I I `1 I i ! I i ;, 0 : I L i I 1, I I I 11 I i I CBBBB L_ ��, , _�' 4: i� �,-, - � .A VIOW , I . a ii. 1 I I (1) RMRSED "h' 7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -, __,_­. ,--"---.F-"-.-L"-,----.-I---,-"- .,. / ..- I= - I y1.1 . MAl 1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "' I . - I- cryp ) MR W. - 11-w ft � __ , --- � . I MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL . I mo� L I . ,.= . 20-0/ - . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I rViNfLL*S '" Lj!P 1, �, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a - I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I W;w K OVERLAP I 4=14w. a I 11_� ."Z' � I ". 1 ator 31 PAWLS-6. i I ; I I X U) �, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�­­_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 ­­ . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I "",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ; " �­ � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL T e I 11 I 1 4-j ,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91­ (D SYSTEM - - ,� ,� j I' if �� , . -l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I � .,, � r I I, � ! I , �1' - I � I I - _.-IL-_ - I < - r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0 D. - I 1-__jL,__ - ,* . .1 ................... ,_ ____%1 - "'. I . Kwxq,_,,- I , .1 3/w . I' 11 **S , I I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' ! 1 3.750' I - III. 1 1F7117._. ; I If , /_4 -1/41 III. - 1,4. I i t I I ;, I i VR� � i a) = i I # . ISOMETRIC VIEW DETAIL A , I 0 J1 -0 -, !-"T " I *161�- : C I ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i 1.;I ,I ,-It END UP W/ A;A SECTION 0-8 MACK "i I� 1, - _ I 2. L_ , I � T 4;r- q"'v .1 I 0 1 I L '� (N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3 - " .�"."." IV , 1:: (1) A0B[BM_2L3L20_=; - Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r, I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM —2 000' I i�r " : MILANX co-own I (1) MUTIQN-of SERIES STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 2­4 1 !" - 0 BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�.. C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO A i I 11 ", .. J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, , I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70 TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I - OW SMALL BE _2W/4 1��/tr 32;, - %AJtA%`* � (�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0 j + ­1 , VWA - _(9) .11.1 SHou 2W t3l & It L mr/ -T MQUNTINa A 0 7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U) 3. ,qD= =C�� SHALL CC ML 1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL 00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING " Cu EXTERIOR FULL FILAAGES OF D40 PAWL OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0 1. BE PROVIDED AT TOP OF SUCM PANELS, (-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR =AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI 04VMR PANEL = 3PCC#CATON OKVAWAAIM no (3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW, 1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4 I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE IRS USED JOWLY IN 4 . . ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1 I - to BOTTOM TRACK MAY OCCUR ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS S ..., TO BY Y M TRACK �L= INSTALLED - ri w Obs' (Typ) . 10,1VIIIIII I,. %, IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3 4 _S �Jfl ­11311V6 , .1 . Jods N tit THEIR OVERLAPS RETAINED By . . . . , �.; ... ...... . , M cgo"MM" a AWJM . � v I �N . : NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone) ­j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . < -1 . . om "M AK1 F.P. - I Ro= I'll, BE . olm ILMM INC. FP 1 7 T D I __ . -- - I, . . I .* No. 4 167 7. I , FATE OF :'q 20 PANU ;z i .?w - OF -'q: 4m TKIOM IN: 20 CAGE GALVANIZED STEEL ST01111 PANEL r, -, I 20 GAGE GALVANIZED STEEL STOW PANEL DOM , & A , - r DOM MY � , - - - (_ - .;01 COW& w- . *. : 3' Mo.. --J .. . . - L-L I < Z3;".. ?!.Ia---- , =_-�'--, — z _-4;_1 GWRAL PROTECIII QUAIL I �.l �Lxaz � ---------\ PRIODM LLC. I"/w/3'" - '> STAT 0 .. 7E C �_* . DKIII I1CAU` I/r - I* �, am- z - . . ' F - 1. ON LLC. '",""No VIEW GLOBAL PROTECTION 3"WiMax.) AL 1, few I / ILTECOm \ _ 1-T � 51 FAULT _ _ (2) "' " I I - 11LIECOINC am IV, TIT mw \31" T CAME. IL 3014 "Iffrol 0 � �m, 4%r� A v ii/1-.7. (054)50-M-k FAIL. PIKIW' (M-)§W-7140, IATI < 11063.43 NUNI IN - FAW .1.1 I 6" I 1, - � am W-41, _*`01cot'm 1r(:*"=j­ O.-ccow, -io6i, "AII 0-0"- 16416"I .Woo* 190 Ofte" %,, I At I - D,0=719 or !!! . I AA."O - 1 1 1 ! PX, ap,�� 6 -.1 iwiwwo LANKA.% — abow ft ;,100va, tLAU/so"TuAL'un Fix . VA41VWWW410AX ukfm A, ALUT a.. op - ; I I" LONG , WX I 'i =, Lr "'IIIII, .. OUT .196, IMMIL I'L ILI" la,j DoMMO_#", (ft.Ow-f"? E-.-..jr,r= Mac. OM)NI-7$4k FAX, (W)NO-Wo 20-176 , gi x=..ew= P~ 20-176 W. I'D- 176. . A�.:.M_61 F., Woo A, ,f I LINI . , _j WULM .� PC 2E , � .S�W ILL or 21 . " OF III - -- - -11 1000 7 ji.t, %As V/24 10 14'/24r To""W'90.0 (M wn 3 SCLO" '. It". 2-/24 * V/249, Ni cm won A entwi PANEL(I)INTO POURED CONCRETE OR CONCRETE BLOCK Mn- I-2.591`-7![ �, • _1�i� < ..` T_I j -.,I 60 4 v ' ' '(6,D 44V . M NO2 I } ,4I • t It{ i , I ! I Hii] 1'I I TRACK (1) REVERSED "U" TRACK 'BEE �.,-'" �'`' San as ' - Ni a' W. w --�._. HEMMED EDGE. ',",,�- __ - . ". SECTION of L. �':: ?me: E - Z NAND BILL. WALL BY MEANS Of zgxt:o?-- GO--, I 11 " `'r, BOTTOM CONNECTED WING NUT on la,lo) M M. Um3wftv ONTO TAP AS '� INST. CONNECTION SHALL MOUNTING INST. BUILD-.01ft MOUNTING INST. (4)locyrow NaIF RarO OI , ONE SILL DISTANCEFOR Al BUILDING GAGE GALVANIZED STEEL STORM ..-�~. lil ATE , PRODUCTS. UM. ANGLE T STOP BAR 11 '' / GIMBAL PROTECTION PRODUCTS , LLC. 5" I I Z �T�i L �,wc 4m S.R. ALLAY SHEET NO. SH 1.2 j ( I AIMAXTIE - - ........ ... M­'-4 , 3/32- WING NUT OASHM (BEYOND) POURED CONCRETE ON CONCRETE GLOCK REQUIRED WALL 11112M p q:.UA'I ATION ZgeW AN L 0 LIFE SCALE 3/8-0- Yet In 04%;$ ft 20 FDA AWC , 1/4'. MALOND vom phbmk INSIALUITIM INTO 0 me I FRAME XAFUM W, Now www@ 0.4 3 ­ 3 ­ 17- ="=wj1=.= *-- m_..,___�_.__i_,w_ so"" rue " To" RacArra ow va-M4 QMRAM VIA 0`4 3 1 SIDAMULE *UW.A ANCHDI pu.wwx SiNcoo; pow" ON soma" ADM%. " on ONO* . . , MY 11111 F *W4 NICIM FOR TWIF OPUWft TO K POO&& *20=0 ­ I if-ai" -a : :_ VIACOM WrAm uw F-Cm 9%Lk WIT 4 qr - K LESS THAN WWOM SPACW INOICATO MO VCR ANDOR WAY 0. ?"A SCHEDULE - LL. - r - too me I I a 4 Z Z W J I - INSTALLATION DETAILS FOR OPTION/2 FOR LIFE SAFETY STORM PANEL INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on -11 "I'll - - 7 -! - 94AU K I 1/4 - . . ,- - L �', ,I1 Y " = 'I - I � , '. L, - - ­� T 1. . ILL— �_ --- , - . ��[ 0 1, 11 I! 4 1 � . j_�_,i. ... � . l, 1, . WIND LOADS SMALL BE DEI MWO AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0' CALK-01 ANCHORS SHALL BE IS 7/8' INTO CONCRETE. ia . I ! L I , 1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l I � . I rOcArM .1 i I EXCEED TIME MAXIMUM (A.. !) METO ANY FT ov 't .1 .,�� --, 9, , 1� I " OU �, - I , .. 1/4" 0-20 SS SIDEWALK BOATS ENOUGH(SHOULD ANY "141614 MATERIAL EXIST) 70 I �J.,=61"" - I V1.11-11-91w � I ,. 1 1! -'ig:;"`K-AO`" , / - - ANCHORS. I w ILAJ . . � � - .1 .. � I . � I .. " I I � � __ -, �, L' , ,�_ -- --1; � I , 1/4-0 TAPCDk 0 11' D.C. - t ASCE 7-16 - ts = I , , 'I liff TAPCON a Ir D.C.11 r 0 Or ,,, ,7 _ I" 0 1 � , __ - , , I i- . I ,... . w . . I :" :1[ i 11- - THREADED ll W'I 412- MAL DREADED , L'I I I ,;,�M. THREAM - . . I ,, . . I ,./, To I 11i;or Tw"= � , il 1, ,.� t I- - �� qMEAM .1 I AT STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL. L I I I , �",/- ._:,*;i�� ji, I ", AT wow ", At WOOD ") I HEADER . I FARM ANIONI)RAGIF 6 , . il I I . ii I 1 , 1i = ca tj �z .. MEADEW i 1: ME49CO * HER" I I. SMALL. K AS MENTIONED IN ITI) Mo IN 0.2), = HEADIA I 4M80,I06 � , I � I , I - �, I 1), I r , " i. I IN ORDER TO VERWY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT STRESSED. A ,SA INCREASE =2 - 1= = :111< , 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n " w . I 4 1/4 IN ALLOWABLE SPECIFC41XI OF THE ANCHOR' - /4� --- I 1/4* 147 114. , - I T loop. - 41"� , I j MM_ _ , . . � i. I S. .!a 1 L ­ 1!eN_ i i I sicenow tells OF MANUFACTURER - - 2: -% I I I 2; , I 1 7­ 1, � ! 2., . . , I v � , Min � VAM HEADER 14-- . �, WOOD HEADER, � , - ... 11 STORM PANEL'S ADEQUACY FOR IMPACT AND rAtIGur RMWA.wa HAS VERIFIED IN ACCORDANCE wr!)� 0 , I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �- � On, " �l I . �� I . ; REQUIRED � I I I IT -cc Z_ Mg ., ONLY 91 ATTACHED to CONCRETE. BLOCK 3; -�. 2 w I I I — � I . I ; I '. . ; I i (P.. � I 11 L � I . ; I �' I [t , i � � I 1. -1, , 2 US 4 0 BE INISTALLED ON THE OUTSIDE Or THE OPENING ACCESSING TIME OPENING FROM THE - I ; : ,­ , = 1�1 �, - A I I ,..� = . � 11 , J I r - . 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL COWOKNI EDGE$ WHICH REMAIN IN CONTINUOUS :p 11 = a 0 � ! : : 1. co i (3 I 017 cc :t: I a q, ,-%OZ -Lic EXISTING w BLVA� ) : I I 1 : ! Lon. suwym u W To CAM w MUM � LEMG'131 !X va , , , , , I I `� , I `� ` r I` L ��i - )I'- - I o I , __ I "I , I r � 2i — - --- r_ . , � 'r I , Mr, , � � - � , , tl` rp� I I "I �, "I L, i , I 01,111"/ I I , "_LI ` I .L ", 1:� - � � ! I , � - , Dor ! ; 1- 1. CLASS 901"Litr : I ! I 1. M­ =_� _( "'A'"Nom I I 3. SERIES 1000 IMSTALLATION IS APPLICABLE TO SINGLE AND DOLAILE SME W94DLWS WHEN iNSTALLATIONt is REWRIED fu K � , , I I $a C"WM I � = PANEL M.- � 11) I I PAWL TEAM I M am to) ! PERFORMED FIRD THE INSIOL or STRUCTURE 3: INCIIII 1" W­ I wT NOTE I KID" � MO, REGULATIONS PROVIDED BY THE JUMSIDICTICA1 WHERE PERMIT IS APPLIED To. 0) L' BELOW) XXSEYFS� Ir =1 � , . 6, j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u - - I �� , I , � i I I v W. All ZA, = = - So*"M. - sEr"'M , OWING I I , . (SEE 'NoTl "Tom-1 - — I I CLASS To MAM LL ; 1­'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I., LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I 1/4'*-2�4; , "TV cm SONWAR " ! ; ( v .s :9 .. wast 10) � I/,I I I I ON SHEET M ; I., C w 9-w 10) I SEE NOTE I KLOW) I/4-#-ZNI' , (SEE NOTE I BELOW) w 78. x: Is M.: I , - I I 6. OM NOT PROVIDE � � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in I -0 ! I -- ; I XCT. I = . I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_ i . ovo - I NU 11. - - : � � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY. 1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . . ONG , I I I W4131 111 L M Cl _ L': -- THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al - I , Not UWTL FROM THE CONDITIONS GET LED ON � I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY. I ; : I r O'C' W11 1/2- T . ; , I I � : z PENETRATION AT I".,r.' 'I', li!!j 1 1 1 _ 4 L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED. I . . 11 "� - 11� I l'. Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4 : . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED OR ARCHITECT *HIC" WLk I I I—, I I I I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL AND *MO WILL BE RESPONSIBLE FOR THE F"wC" .%, : I SMALL. 1 .0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW -. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC, I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND or THE PRoFEssoNAL m"Eve, or I . .k . I . IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I I - 1* I . - - V/410 TAPCG" � 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,) I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "­3112 P.J.,L) 1, LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN _@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4­tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS BY ELCO CONSTRUIC I I I . I 4, V4. 1 1 ­�, . ,�4� - It I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING . ....... , - 3/32, *ft WASHER 0 12 2 OF THE FLORIDA BUILDING CODE /r QC Mo W'Skin i �! . HER (armid)) j I , ; �l I(Kleopo) i � ;,�_ �l . -_ I :,�. - -- ' L I I � YAFCON f` 0. I I .. 4"0 1 I �77_ _1 I � � � I PAWIMATE L � , ��, I *,,Apl M, to Fr` Cc '7% , __ I I ! !/a f 3/3 Nut I , I= 3/32* ONG Mo . - I: V ,;= : STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL , FEMALE 10 A, PANELMATE PLUS. i ` '* WIND I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA I � * (BEYOND) =:I� J, ,. � � . or PLATE 1 ,. 14; u l - REOKORI � 1-1 ,- to I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE % FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN OF PLATE � Of PLATE , ,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : � - ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0 3/4- PLATE /V . ,ft. " I - . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK X. :1 . � "'l 'i 19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS I - --- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i J1'1.___ _- AM MWATION WALL Mg 0 - I .1� 13 ._=.a 'W'j"INTHM SCALE 3/4-- PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR 9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _* SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN ) AND IN A.ZL ji, TI a RIEGLILAR A " _E=jM_Q=WE.ftLQ.t�, �... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1- W. "" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone) /*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill . . 1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l . Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE SFORMI PAWL Rn Sw P �.. F. 3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or 2, MR FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. ­ __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. -- ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm ­.- . . 1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL . z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN ­ _111P T1 LTECO, -M I.. at 11LIECOin S,, . _.���_ Vt.. 00 z I/ 4 ��;-.. FL R1 . WAL FL 33314 PINE NO 2 W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176 A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n s, "I"All.).M. . r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"? - , . - -1 Ion."Wo- aelon- - - ze=_--ur- %,,',,,3,rF1 ii%- - am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at"" - IN a . a='m ... 1-11. , -, — .0 - AN 191�sm i CA-0,30117 M , . 1% IF — - , — P MALO.MiAn."M *_ , , a*-wats "JOIWV'WAL. ; - Wow " 06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war ' or to I — I -,w I*-# w-iIU 44NI, I - I .- SYSTEM ' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK `.:i DESIGN .,; FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT USED SHALL K LONG INTO ! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4- I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER O.C. 1 1/411, TAPCON 0 #* O.C. HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH OVER STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1­ . _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND COO - L " � ­­ - I � , - _veI ­­, 2. —_ 11' 2 1 1 IMF BEEN , INC. REPORT 0 2032, AS PROTOCOLS 7 LW,.' i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL. II Vtu,: SHUTTER STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL FROIA . Yin. HUNG I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01 Z. ORM PANEL ' ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND ' 'a..-. ,�..... I - . 1. " I , 1 4 �.. ,� WNW ., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR '1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES , i�' .�'„ 30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH ENGINEER , 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT . � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER, , 10 SIGNATURE CONT. I - ­0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S MANUFACTURED _L- 170R.93 1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099. D.C. 1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR I,; II ' ( . . . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE. ANY . BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE 1rL A-3) IN CAM THIIA' PRECAST STONE, , AI. PANEL GALVANIZED STEEL AND NEW WOOD , uxNl • 44167 r yA , t s — RIES 2000 & E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-l I. - - zbot- - Of"r , - " Do I a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M. \ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I* p_1_N.?__ ,j) . - - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1 =11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, , - - 1�1' 96,14 A,___ ., - I - i 1. .. r A-.�--4­t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I - � q.'� V-�4 � .MKIRM N ­(4) _�_ Cn -6-0 ­­­ 1lot _­\ L v . I zar_P, � ,,, 11 L L !In ; �T ."01~0 ­­.'NL - _ILL A -9 - I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif 12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I � _T , _ �� "I TLY IL : : ;,, - ! I I , I jj� .. - 073, � 2 SOO, - - 075',, -4) - � I * 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD . 4 �. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. ­ - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"� A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_ 0%_ I i / " A -- : _711%1' , I L I . I 11 � , _r 1 ]L] �, - J H , � 'I I 1!' I.. L.L.11111.1 ;A- 1 � I , � ,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' - ." , , I - , (b.) "I I MEAMM, 1"IFF. ASTW 4­653 � �L!Iilt I I( `466 � �f awo : I : L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I * 1, i i I I I I — """ 4.- I , EDGE - ____ . � I I I , I : I I . I I S M" _(�) l.1, , I 1 W ­' I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 1­4 v+=j U) 11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1 - ­_­ __ . . - -.- - .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - ­_ _­r . I : � .ise - - !. I 1 1 - - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i L_1,3�0­- I I I il - T"T �1, 1.1 � I �--� -- - ­­4.230' - - - ,*-2.470* #to. ! I 1 1w -, / , I iii Iw - L, --A,- --kl- - — - 1 -2.470' -- _L_ .k-- - A i — -0 =3 > 1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � � I I I - 14V I i . 70. , I ... ii I 1] I—_ i , I i Il'l i i I I I !, I I � -1 i[I .1 ! I I I (1) STORM PANEL i . I i � _1 1 - , - -] IJ I -_ - � I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I 1 i I in.i,i t I ) I I `1 I i ! I i ;, 0 : I L i I 1, I I I 11 I i I CBBBB L_ ��, , _�' 4: i� �,-, - � .A VIOW , I . a ii. 1 I I (1) RMRSED "h' 7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -, __,_­. ,--"---.F-"-.-L"-,----.-I---,-"- .,. / ..- I= - I y1.1 . MAl 1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "' I . - I- cryp ) MR W. - 11-w ft � __ , --- � . I MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL . I mo� L I . ,.= . 20-0/ - . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I rViNfLL*S '" Lj!P 1, �, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a - I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I W;w K OVERLAP I 4=14w. a I 11_� ."Z' � I ". 1 ator 31 PAWLS-6. i I ; I I X U) �, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�­­_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 ­­ . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I "",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ; " �­ � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL T e I 11 I 1 4-j ,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91­ (D SYSTEM - - ,� ,� j I' if �� , . -l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I � .,, � r I I, � ! I , �1' - I � I I - _.-IL-_ - I < - r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0 D. - I 1-__jL,__ - ,* . .1 ................... ,_ ____%1 - "'. I . Kwxq,_,,- I , .1 3/w . I' 11 **S , I I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' ! 1 3.750' I - III. 1 1F7117._. ; I If , /_4 -1/41 III. - 1,4. I i t I I ;, I i VR� � i a) = i I # . ISOMETRIC VIEW DETAIL A , I 0 J1 -0 -, !-"T " I *161�- : C I ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i 1.;I ,I ,-It END UP W/ A;A SECTION 0-8 MACK "i I� 1, - _ I 2. L_ , I � T 4;r- q"'v .1 I 0 1 I L '� (N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3 - " .�"."." IV , 1:: (1) A0B[BM_2L3L20_=; - Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r, I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM —2 000' I i�r " : MILANX co-own I (1) MUTIQN-of SERIES STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 2­4 1 !" - 0 BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�.. C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO A i I 11 ", .. J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, , I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70 TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I - OW SMALL BE _2W/4 1��/tr 32;, - %AJtA%`* � (�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0 j + ­1 , VWA - _(9) .11.1 SHou 2W t3l & It L mr/ -T MQUNTINa A 0 7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U) 3. ,qD= =C�� SHALL CC ML 1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL 00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING " Cu EXTERIOR FULL FILAAGES OF D40 PAWL OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0 1. BE PROVIDED AT TOP OF SUCM PANELS, (-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR =AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI 04VMR PANEL = 3PCC#CATON OKVAWAAIM no (3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW, 1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4 I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE IRS USED JOWLY IN 4 . . ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1 I - to BOTTOM TRACK MAY OCCUR ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS S ..., TO BY Y M TRACK �L= INSTALLED - ri w Obs' (Typ) . 10,1VIIIIII I,. %, IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3 4 _S �Jfl ­11311V6 , .1 . Jods N tit THEIR OVERLAPS RETAINED By . . . . , �.; ... ...... . , M cgo"MM" a AWJM . � v I �N . : NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone) ­j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . < -1 . . om "M AK1 F.P. - I Ro= I'll, BE . olm ILMM INC. FP 1 7 T D I __ . -- - I, . . I .* No. 4 167 7. I , FATE OF :'q 20 PANU ;z i .?w - OF -'q: 4m TKIOM IN: 20 CAGE GALVANIZED STEEL ST01111 PANEL r, -, I 20 GAGE GALVANIZED STEEL STOW PANEL DOM , & A , - r DOM MY � , - - - (_ - .;01 COW& w- . *. : 3' Mo.. --J .. . . - L-L I < Z3;".. ?!.Ia---- , =_-�'--, — z _-4;_1 GWRAL PROTECIII QUAIL I �.l �Lxaz � ---------\ PRIODM LLC. I"/w/3'" - '> STAT 0 .. 7E C �_* . DKIII I1CAU` I/r - I* �, am- z - . . ' F - 1. ON LLC. '",""No VIEW GLOBAL PROTECTION 3"WiMax.) AL 1, few I / ILTECOm \ _ 1-T � 51 FAULT _ _ (2) "' " I I - 11LIECOINC am IV, TIT mw \31" T CAME. IL 3014 "Iffrol 0 � �m, 4%r� A v ii/1-.7. (054)50-M-k FAIL. PIKIW' (M-)§W-7140, IATI < 11063.43 NUNI IN - FAW .1.1 I 6" I 1, - � am W-41, _*`01cot'm 1r(:*"=j­ O.-ccow, -io6i, "AII 0-0"- 16416"I .Woo* 190 Ofte" %,, I At I - D,0=719 or !!! . I AA."O - 1 1 1 ! PX, ap,�� 6 -.1 iwiwwo LANKA.% — abow ft ;,100va, tLAU/so"TuAL'un Fix . VA41VWWW410AX ukfm A, ALUT a.. op - ; I I" LONG , WX I 'i =, Lr "'IIIII, .. OUT .196, IMMIL I'L ILI" la,j DoMMO_#", (ft.Ow-f"? E-.-..jr,r= Mac. OM)NI-7$4k FAX, (W)NO-Wo 20-176 , gi x=..ew= P~ 20-176 W. I'D- 176. . A�.:.M_61 F., Woo A, ,f I LINI . , _j WULM .� PC 2E , � .S�W ILL or 21 . " OF III - -- - -11 1000 7 ji.t, %As V/24 10 14'/24r To""W'90.0 (M wn 3 SCLO" '. It". 2-/24 * V/249, Ni cm won A entwi PANEL(I)INTO POURED CONCRETE OR CONCRETE BLOCK Mn- I-2.591`-7![ �, • _1�i� < ..` T_I j -.,I 60 4 v ' ' '(6,D 44V . M NO2 I } ,4I • t It{ i , I ! I Hii] 1'I I TRACK (1) REVERSED "U" TRACK 'BEE �.,-'" �'`' San as ' - Ni a' W. w --�._. HEMMED EDGE. ',",,�- __ - . ". SECTION of L. �':: ?me: E - Z NAND BILL. WALL BY MEANS Of zgxt:o?-- GO--, I 11 " `'r, BOTTOM CONNECTED WING NUT on la,lo) M M. Um3wftv ONTO TAP AS '� INST. CONNECTION SHALL MOUNTING INST. BUILD-.01ft MOUNTING INST. (4)locyrow NaIF RarO OI , ONE SILL DISTANCEFOR Al BUILDING GAGE GALVANIZED STEEL STORM ..-�~. lil ATE , PRODUCTS. UM. ANGLE T STOP BAR 11 '' / GIMBAL PROTECTION PRODUCTS , LLC. 5" I I Z �T�i L �,wc 4m S.R. ALLAY SHEET NO. SH 1.2 ........ ... M­'-4 , 3/32- WING NUT OASHM (BEYOND) POURED CONCRETE ON CONCRETE GLOCK REQUIRED WALL 11112M p q:.UA'I ATION ZgeW AN L 0 LIFE SCALE 3/8-0- Yet In 04%;$ ft 20 FDA AWC , 1/4'. MALOND vom phbmk INSIALUITIM INTO 0 me I FRAME XAFUM W, Now www@ 0.4 3 ­ 3 ­ 17- ="=wj1=.= *-- m_..,___�_.__i_,w_ so"" rue " To" RacArra ow va-M4 QMRAM VIA 0`4 3 1 SIDAMULE *UW.A ANCHDI pu.wwx SiNcoo; pow" ON soma" ADM%. " on ONO* . . , MY 11111 F *W4 NICIM FOR TWIF OPUWft TO K POO&& *20=0 ­ I if-ai" -a : :_ VIACOM WrAm uw F-Cm 9%Lk WIT 4 qr - K LESS THAN WWOM SPACW INOICATO MO VCR ANDOR WAY 0. ?"A SCHEDULE - LL. - r - too me I I a 4 Z Z W J I - INSTALLATION DETAILS FOR OPTION/2 FOR LIFE SAFETY STORM PANEL INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on -11 "I'll - - 7 -! - 94AU K I 1/4 - . . ,- - L �', ,I1 Y " = 'I - I � , '. L, - - ­� T 1. . ILL— �_ --- , - . ��[ 0 1, 11 I! 4 1 � . j_�_,i. ... � . l, 1, . WIND LOADS SMALL BE DEI MWO AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0' CALK-01 ANCHORS SHALL BE IS 7/8' INTO CONCRETE. ia . I ! L I , 1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l I � . I rOcArM .1 i I EXCEED TIME MAXIMUM (A.. !) METO ANY FT ov 't .1 .,�� --, 9, , 1� I " OU �, - I , .. 1/4" 0-20 SS SIDEWALK BOATS ENOUGH(SHOULD ANY "141614 MATERIAL EXIST) 70 I �J.,=61"" - I V1.11-11-91w � I ,. 1 1! -'ig:;"`K-AO`" , / - - ANCHORS. I w ILAJ . . � � - .1 .. � I . � I .. " I I � � __ -, �, L' , ,�_ -- --1; � I , 1/4-0 TAPCDk 0 11' D.C. - t ASCE 7-16 - ts = I , , 'I liff TAPCON a Ir D.C.11 r 0 Or ,,, ,7 _ I" 0 1 � , __ - , , I i- . I ,... . w . . I :" :1[ i 11- - THREADED ll W'I 412- MAL DREADED , L'I I I ,;,�M. THREAM - . . I ,, . . I ,./, To I 11i;or Tw"= � , il 1, ,.� t I- - �� qMEAM .1 I AT STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL. L I I I , �",/- ._:,*;i�� ji, I ", AT wow ", At WOOD ") I HEADER . I FARM ANIONI)RAGIF 6 , . il I I . ii I 1 , 1i = ca tj �z .. MEADEW i 1: ME49CO * HER" I I. SMALL. K AS MENTIONED IN ITI) Mo IN 0.2), = HEADIA I 4M80,I06 � , I � I , I - �, I 1), I r , " i. I IN ORDER TO VERWY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT STRESSED. A ,SA INCREASE =2 - 1= = :111< , 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n " w . I 4 1/4 IN ALLOWABLE SPECIFC41XI OF THE ANCHOR' - /4� --- I 1/4* 147 114. , - I T loop. - 41"� , I j MM_ _ , . . � i. I S. .!a 1 L ­ 1!eN_ i i I sicenow tells OF MANUFACTURER - - 2: -% I I I 2; , I 1 7­ 1, � ! 2., . . , I v � , Min � VAM HEADER 14-- . �, WOOD HEADER, � , - ... 11 STORM PANEL'S ADEQUACY FOR IMPACT AND rAtIGur RMWA.wa HAS VERIFIED IN ACCORDANCE wr!)� 0 , I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �- � On, " �l I . �� I . ; REQUIRED � I I I IT -cc Z_ Mg ., ONLY 91 ATTACHED to CONCRETE. BLOCK 3; -�. 2 w I I I — � I . I ; I '. . ; I i (P.. � I 11 L � I . ; I �' I [t , i � � I 1. -1, , 2 US 4 0 BE INISTALLED ON THE OUTSIDE Or THE OPENING ACCESSING TIME OPENING FROM THE - I ; : ,­ , = 1�1 �, - A I I ,..� = . � 11 , J I r - . 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL COWOKNI EDGE$ WHICH REMAIN IN CONTINUOUS :p 11 = a 0 � ! : : 1. co i (3 I 017 cc :t: I a q, ,-%OZ -Lic EXISTING w BLVA� ) : I I 1 : ! Lon. suwym u W To CAM w MUM � LEMG'131 !X va , , , , , I I `� , I `� ` r I` L ��i - )I'- - I o I , __ I "I , I r � 2i — - --- r_ . , � 'r I , Mr, , � � - � , , tl` rp� I I "I �, "I L, i , I 01,111"/ I I , "_LI ` I .L ", 1:� - � � ! I , � - , Dor ! ; 1- 1. CLASS 901"Litr : I ! I 1. M­ =_� _( "'A'"Nom I I 3. SERIES 1000 IMSTALLATION IS APPLICABLE TO SINGLE AND DOLAILE SME W94DLWS WHEN iNSTALLATIONt is REWRIED fu K � , , I I $a C"WM I � = PANEL M.- � 11) I I PAWL TEAM I M am to) ! PERFORMED FIRD THE INSIOL or STRUCTURE 3: INCIIII 1" W­ I wT NOTE I KID" � MO, REGULATIONS PROVIDED BY THE JUMSIDICTICA1 WHERE PERMIT IS APPLIED To. 0) L' BELOW) XXSEYFS� Ir =1 � , . 6, j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u - - I �� , I , � i I I v W. All ZA, = = - So*"M. - sEr"'M , OWING I I , . (SEE 'NoTl "Tom-1 - — I I CLASS To MAM LL ; 1­'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I., LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I 1/4'*-2�4; , "TV cm SONWAR " ! ; ( v .s :9 .. wast 10) � I/,I I I I ON SHEET M ; I., C w 9-w 10) I SEE NOTE I KLOW) I/4-#-ZNI' , (SEE NOTE I BELOW) w 78. x: Is M.: I , - I I 6. OM NOT PROVIDE � � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in I -0 ! I -- ; I XCT. I = . I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_ i . ovo - I NU 11. - - : � � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY. 1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . . ONG , I I I W4131 111 L M Cl _ L': -- THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al - I , Not UWTL FROM THE CONDITIONS GET LED ON � I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY. I ; : I r O'C' W11 1/2- T . ; , I I � : z PENETRATION AT I".,r.' 'I', li!!j 1 1 1 _ 4 L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED. I . . 11 "� - 11� I l'. Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4 : . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED OR ARCHITECT *HIC" WLk I I I—, I I I I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL AND *MO WILL BE RESPONSIBLE FOR THE F"wC" .%, : I SMALL. 1 .0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW -. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC, I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND or THE PRoFEssoNAL m"Eve, or I . .k . I . IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I I - 1* I . - - V/410 TAPCG" � 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,) I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "­3112 P.J.,L) 1, LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN _@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4­tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS BY ELCO CONSTRUIC I I I . I 4, V4. 1 1 ­�, . ,�4� - It I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING . ....... , - 3/32, *ft WASHER 0 12 2 OF THE FLORIDA BUILDING CODE /r QC Mo W'Skin i �! . HER (armid)) j I , ; �l I(Kleopo) i � ;,�_ �l . -_ I :,�. - -- ' L I I � YAFCON f` 0. I I .. 4"0 1 I �77_ _1 I � � � I PAWIMATE L � , ��, I *,,Apl M, to Fr` Cc '7% , __ I I ! !/a f 3/3 Nut I , I= 3/32* ONG Mo . - I: V ,;= : STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL , FEMALE 10 A, PANELMATE PLUS. i ` '* WIND I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA I � * (BEYOND) =:I� J, ,. � � . or PLATE 1 ,. 14; u l - REOKORI � 1-1 ,- to I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE % FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN OF PLATE � Of PLATE , ,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : � - ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0 3/4- PLATE /V . ,ft. " I - . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK X. :1 . � "'l 'i 19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS I - --- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i J1'1.___ _- AM MWATION WALL Mg 0 - I .1� 13 ._=.a 'W'j"INTHM SCALE 3/4-- PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR 9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _* SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN ) AND IN A.ZL ji, TI a RIEGLILAR A " _E=jM_Q=WE.ftLQ.t�, �... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1- W. "" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone) /*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill . . 1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l . Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE SFORMI PAWL Rn Sw P �.. F. 3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or 2, MR FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. ­ __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. -- ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm ­.- . . 1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL . z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN ­ _111P T1 LTECO, -M I.. at 11LIECOin S,, . _.���_ Vt.. 00 z I/ 4 ��;-.. FL R1 . WAL FL 33314 PINE NO 2 W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176 A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n s, "I"All.).M. . r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"? - , . - -1 Ion."Wo- aelon- - - ze=_--ur- %,,',,,3,rF1 ii%- - am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at"" - IN a . a='m ... 1-11. , -, — .0 - AN 191�sm i CA-0,30117 M , . 1% IF — - , — P MALO.MiAn."M *_ , , a*-wats "JOIWV'WAL. ; - Wow " 06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war ' or to I — I -,w I*-# w-iIU 44NI, I - I .- SYSTEM ' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK `.:i DESIGN .,; FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT USED SHALL K LONG INTO ! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4- I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER O.C. 1 1/411, TAPCON 0 #* O.C. HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH OVER STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1­ . _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND COO - L " � ­­ - I � , - _veI ­­, 2. —_ 11' 2 1 1 IMF BEEN , INC. REPORT 0 2032, AS PROTOCOLS 7 LW,.' i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL. II Vtu,: SHUTTER STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL FROIA . Yin. HUNG I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01 Z. ORM PANEL ' ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND ' 'a..-. ,�..... I - . 1. " I , 1 4 �.. ,� WNW ., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR '1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES , i�' .�'„ 30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH ENGINEER , 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT . � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER, , 10 SIGNATURE CONT. I - ­0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S MANUFACTURED _L- 170R.93 1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099. D.C. 1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR I,; II ' ( . . . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE. ANY . BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE 1rL A-3) IN CAM THIIA' PRECAST STONE, , AI. PANEL GALVANIZED STEEL AND NEW WOOD , uxNl • 44167 r yA , t s — RIES 2000 & E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-l I. - - zbot- - Of"r , - " Do I a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M. \ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I* p_1_N.?__ ,j) . - - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1 =11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, , - - 1�1' 96,14 A,___ ., - I - i 1. .. r A-.�--4­t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I - � q.'� V-�4 � .MKIRM N ­(4) _�_ Cn -6-0 ­­­ 1lot _­\ L v . I zar_P, � ,,, 11 L L !In ; �T ."01~0 ­­.'NL - _ILL A -9 - I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif 12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I � _T , _ �� "I TLY IL : : ;,, - ! I I , I jj� .. - 073, � 2 SOO, - - 075',, -4) - � I * 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD . 4 �. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. ­ - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"� A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_ 0%_ I i / " A -- : _711%1' , I L I . I 11 � , _r 1 ]L] �, - J H , � 'I I 1!' I.. L.L.11111.1 ;A- 1 � I , � ,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' - ." , , I - , (b.) "I I MEAMM, 1"IFF. ASTW 4­653 � �L!Iilt I I( `466 � �f awo : I : L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I * 1, i i I I I I — """ 4.- I , EDGE - ____ . � I I I , I : I I . I I S M" _(�) l.1, , I 1 W ­' I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 1­4 v+=j U) 11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1 - ­_­ __ . . - -.- - .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - ­_ _­r . I : � .ise - - !. I 1 1 - - - __J I � -I oQUIv A :1 I I ; ---Cl) I i � �T` I , X- : I � I ; CID I I \ i - 11� I I � I k�!:1;1:1_11411 *1 , ' � I i L_1,3�0­- I I I il - T"T �1, 1.1 � I �--� -- - ­­4.230' - - - ,*-2.470* #to. ! I 1 1w -, / , I iii Iw - L, --A,- --kl- - — - 1 -2.470' -- _L_ .k-- - A i — -0 =3 > 1� , 1 ! � vzw.p I to .1 71 I H! ; I jLj ,� _1.� � � I I I - 14V I i . 70. , I ... ii I 1] I—_ i , I i Il'l i i I I I !, I I � -1 i[I .1 ! I I I (1) STORM PANEL i . I i � _1 1 - , - -] IJ I -_ - � I � 1 1 1. i I, I - 1 -i-wY. 7"" 40 4 'L' I I 1 i I in.i,i t I ) I I `1 I i ! I i ;, 0 : I L i I 1, I I I 11 I i I CBBBB L_ ��, , _�' 4: i� �,-, - � .A VIOW , I . a ii. 1 I I (1) RMRSED "h' 7! T44 I . I I I 1 i Six ,C,NVAA � 1 I' To a 4, .-..--.- " � -, __,_­. ,--"---.F-"-.-L"-,----.-I---,-"- .,. / ..- I= - I y1.1 . MAl 1. . 1_4 - (ar 51OV09,70M 1 ,6. ey. VKIL I �,:-" "' I . - I- cryp ) MR W. - 11-w ft � __ , --- � . I MOTE . on," ME Wort I k- I �_ ,/.-.�WW4, lk I CL . I mo� L I . ,.= . 20-0/ - . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I rViNfLL*S '" Lj!P 1, �, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a - I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I W;w K OVERLAP I 4=14w. a I 11_� ."Z' � I ". 1 ator 31 PAWLS-6. i I ; I I X U) �, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�­­_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 ­­ . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I "",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ; " �­ � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL T e I 11 I 1 4-j ,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91­ (D SYSTEM - - ,� ,� j I' if �� , . -l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I � .,, � r I I, � ! I , �1' - I � I I - _.-IL-_ - I < - r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0 D. - I 1-__jL,__ - ,* . .1 ................... ,_ ____%1 - "'. I . Kwxq,_,,- I , .1 3/w . I' 11 **S , I I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' ! 1 3.750' I - III. 1 1F7117._. ; I If , /_4 -1/41 III. - 1,4. I i t I I ;, I i VR� � i a) = i I # . ISOMETRIC VIEW DETAIL A , I 0 J1 -0 -, !-"T " I *161�- : C I ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i 1.;I ,I ,-It END UP W/ A;A SECTION 0-8 MACK "i I� 1, - _ I 2. L_ , I � T 4;r- q"'v .1 I 0 1 I L '� (N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3 - " .�"."." IV , 1:: (1) A0B[BM_2L3L20_=; - Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r, I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM —2 000' I i�r " : MILANX co-own I (1) MUTIQN-of SERIES STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 2­4 1 !" - 0 BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�.. C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO A i I 11 ", .. J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, , I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70 TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I - OW SMALL BE _2W/4 1��/tr 32;, - %AJtA%`* � (�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0 j + ­1 , VWA - _(9) .11.1 SHou 2W t3l & It L mr/ -T MQUNTINa A 0 7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U) 3. ,qD= =C�� SHALL CC ML 1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL 00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING " Cu EXTERIOR FULL FILAAGES OF D40 PAWL OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0 1. BE PROVIDED AT TOP OF SUCM PANELS, (-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR =AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI 04VMR PANEL = 3PCC#CATON OKVAWAAIM no (3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW, 1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4 I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE IRS USED JOWLY IN 4 . . ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1 I - to BOTTOM TRACK MAY OCCUR ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS S ..., TO BY Y M TRACK �L= INSTALLED - ri w Obs' (Typ) . 10,1VIIIIII I,. %, IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3 4 _S �Jfl ­11311V6 , .1 . Jods N tit THEIR OVERLAPS RETAINED By . . . . , �.; ... ...... . , M cgo"MM" a AWJM . � v I �N . : NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone) ­j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . < -1 . . om "M AK1 F.P. - I Ro= I'll, BE . olm ILMM INC. FP 1 7 T D I __ . -- - I, . . I .* No. 4 167 7. I , FATE OF :'q 20 PANU ;z i .?w - OF -'q: 4m TKIOM IN: 20 CAGE GALVANIZED STEEL ST01111 PANEL r, -, I 20 GAGE GALVANIZED STEEL STOW PANEL DOM , & A , - r DOM MY � , - - - (_ - .;01 COW& w- . *. : 3' Mo.. --J .. . . - L-L I < Z3;".. ?!.Ia---- , =_-�'--, — z _-4;_1 GWRAL PROTECIII QUAIL I �.l �Lxaz � ---------\ PRIODM LLC. I"/w/3'" - '> STAT 0 .. 7E C �_* . DKIII I1CAU` I/r - I* �, am- z - . . ' F - 1. ON LLC. '",""No VIEW GLOBAL PROTECTION 3"WiMax.) AL 1, few I / ILTECOm \ _ 1-T � 51 FAULT _ _ (2) "' " I I - 11LIECOINC am IV, TIT mw \31" T CAME. IL 3014 "Iffrol 0 � �m, 4%r� A v ii/1-.7. (054)50-M-k FAIL. PIKIW' (M-)§W-7140, IATI < 11063.43 NUNI IN - FAW .1.1 I 6" I 1, - � am W-41, _*`01cot'm 1r(:*"=j­ O.-ccow, -io6i, "AII 0-0"- 16416"I .Woo* 190 Ofte" %,, I At I - D,0=719 or !!! . I AA."O - 1 1 1 ! PX, ap,�� 6 -.1 iwiwwo LANKA.% — abow ft ;,100va, tLAU/so"TuAL'un Fix . VA41VWWW410AX ukfm A, ALUT a.. op - ; I I" LONG , WX I 'i =, Lr "'IIIII, .. OUT .196, IMMIL I'L ILI" la,j DoMMO_#", (ft.Ow-f"? E-.-..jr,r= Mac. OM)NI-7$4k FAX, (W)NO-Wo 20-176 , gi x=..ew= P~ 20-176 W. I'D- 176. . A�.:.M_61 F., Woo A, ,f I LINI . , _j WULM .� PC 2E , � .S�W ILL or 21 . " OF III - -- - -11 1000 7 ji.t, %As V/24 10 14'/24r To""W'90.0 (M wn 3 SCLO" '. It". 2-/24 * V/249, Ni cm won A entwi PANEL(I)INTO POURED CONCRETE OR CONCRETE BLOCK Mn- I-2.591`-7![ �, • _1�i� < ..` T_I j -.,I 60 4 v ' ' '(6,D 44V . M NO2 I } ,4I • t It{ i , I ! I Hii] 1'I I TRACK (1) REVERSED "U" TRACK 'BEE �.,-'" �'`' San as ' - Ni a' W. w --�._. HEMMED EDGE. ',",,�- __ - . ". SECTION of L. �':: ?me: E - Z NAND BILL. WALL BY MEANS Of zgxt:o?-- GO--, I 11 " `'r, BOTTOM CONNECTED WING NUT on la,lo) M M. Um3wftv ONTO TAP AS '� INST. CONNECTION SHALL MOUNTING INST. BUILD-.01ft MOUNTING INST. (4)locyrow NaIF RarO OI , ONE SILL DISTANCEFOR Al BUILDING GAGE GALVANIZED STEEL STORM ..-�~. lil ATE , PRODUCTS. UM. ANGLE T STOP BAR 11 '' / GIMBAL PROTECTION PRODUCTS , LLC. 5" I I Z �T�i L �,wc 4m S.R. ALLAY SHEET NO. SH 1.2 Z Z W J I - INSTALLATION DETAILS FOR OPTION/2 FOR LIFE SAFETY STORM PANEL INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM . I INTO EXISTING WOOD STRUCTURES , INTO EXISTING WOOD STRUCTURES I I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATION DOCUMENT (P.4.0) HAS KEN VERIFIED FOR COMPULANCE IN 0 ,I MINIMUM EMKDMW OF TAPCON ANCHORS AND PmEtmAit FEMALE 10 * PANELWAn PLUS INTO coNcRur on -11 "I'll - - 7 -! - 94AU K I 1/4 - . . ,- - L �', ,I1 Y " = 'I - I � , '. L, - - ­� T 1. . ILL— �_ --- , - . ��[ 0 1, 11 I! 4 1 � . j_�_,i. ... � . l, 1, . WIND LOADS SMALL BE DEI MWO AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0' CALK-01 ANCHORS SHALL BE IS 7/8' INTO CONCRETE. ia . I ! L I , 1,; ' - !- FOR A ONG SPUD AS REQUIRED BY THE JURISDICTION WHERE 1"ESE SHUTTERS WILL K INSTALLED AN NO EMBEDMENT NISH MATERIAL SMALL BE PE"'I'l I � . I rOcArM .1 i I EXCEED TIME MAXIMUM (A.. !) METO ANY FT ov 't .1 .,�� --, 9, , 1� I " OU �, - I , .. 1/4" 0-20 SS SIDEWALK BOATS ENOUGH(SHOULD ANY "141614 MATERIAL EXIST) 70 I �J.,=61"" - I V1.11-11-91w � I ,. 1 1! -'ig:;"`K-AO`" , / - - ANCHORS. I w ILAJ . . � � - .1 .. � I . � I .. " I I � � __ -, �, L' , ,�_ -- --1; � I , 1/4-0 TAPCDk 0 11' D.C. - t ASCE 7-16 - ts = I , , 'I liff TAPCON a Ir D.C.11 r 0 Or ,,, ,7 _ I" 0 1 � , __ - , , I i- . I ,... . w . . I :" :1[ i 11- - THREADED ll W'I 412- MAL DREADED , L'I I I ,;,�M. THREAM - . . I ,, . . I ,./, To I 11i;or Tw"= � , il 1, ,.� t I- - �� qMEAM .1 I AT STONE, OR PRECAST CONCRETE PANEES BE FOUND ON TIJE E MG C=6 C_ 4= . PDV*ATVN AT WOOD , '117 � I A" , L w WCOID XISTI WALL. L I I I , �",/- ._:,*;i�� ji, I ", AT wow ", At WOOD ") I HEADER . I FARM ANIONI)RAGIF 6 , . il I I . ii I 1 , 1i = ca tj �z .. MEADEW i 1: ME49CO * HER" I I. SMALL. K AS MENTIONED IN ITI) Mo IN 0.2), = HEADIA I 4M80,I06 � , I � I , I - �, I 1), I r , " i. I IN ORDER TO VERWY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT STRESSED. A ,SA INCREASE =2 - 1= = :111< , 11. ILI ovappop 6� I �1� ,� -Q W800 , .0 , I In. /'.L- v'r - - I !2' , /2* 1/2* 1 1 _n " w . I 4 1/4 IN ALLOWABLE SPECIFC41XI OF THE ANCHOR' - /4� --- I 1/4* 147 114. , - I T loop. - 41"� , I j MM_ _ , . . � i. I S. .!a 1 L ­ 1!eN_ i i I sicenow tells OF MANUFACTURER - - 2: -% I I I 2; , I 1 7­ 1, � ! 2., . . , I v � , Min � VAM HEADER 14-- . �, WOOD HEADER, � , - ... 11 STORM PANEL'S ADEQUACY FOR IMPACT AND rAtIGur RMWA.wa HAS VERIFIED IN ACCORDANCE wr!)� 0 , I , . , Rrour"M THE ADM MENTIONED CODE AS PER FENIESTRAMN TESTING LABORATORY AS-201, SMALL K THE RESKNS18RJTV OF THE CONTRACTOR TO VEMFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER - - �- � On, " �l I . �� I . ; REQUIRED � I I I IT -cc Z_ Mg ., ONLY 91 ATTACHED to CONCRETE. BLOCK 3; -�. 2 w I I I — � I . I ; I '. . ; I i (P.. � I 11 L � I . ; I �' I [t , i � � I 1. -1, , 2 US 4 0 BE INISTALLED ON THE OUTSIDE Or THE OPENING ACCESSING TIME OPENING FROM THE - I ; : ,­ , = 1�1 �, - A I I ,..� = . � 11 , J I r - . 1111� IN'SIDE USE OF A UVIDDER OR LIFE THIS APPUCAIM IS VAUD WHEN INISTAMATION IS IWEALOCO TO SHE PERFORMED 12 THE ISTALLATION CONTRACTOR is TO SEALICAUIX ALL COWOKNI EDGE$ WHICH REMAIN IN CONTINUOUS :p 11 = a 0 � ! : : 1. co i (3 I 017 cc :t: I a q, ,-%OZ -Lic EXISTING w BLVA� ) : I I 1 : ! Lon. suwym u W To CAM w MUM � LEMG'131 !X va , , , , , I I `� , I `� ` r I` L ��i - )I'- - I o I , __ I "I , I r � 2i — - --- r_ . , � 'r I , Mr, , � � - � , , tl` rp� I I "I �, "I L, i , I 01,111"/ I I , "_LI ` I .L ", 1:� - � � ! I , � - , Dor ! ; 1- 1. CLASS 901"Litr : I ! I 1. M­ =_� _( "'A'"Nom I I 3. SERIES 1000 IMSTALLATION IS APPLICABLE TO SINGLE AND DOLAILE SME W94DLWS WHEN iNSTALLATIONt is REWRIED fu K � , , I I $a C"WM I � = PANEL M.- � 11) I I PAWL TEAM I M am to) ! PERFORMED FIRD THE INSIOL or STRUCTURE 3: INCIIII 1" W­ I wT NOTE I KID" � MO, REGULATIONS PROVIDED BY THE JUMSIDICTICA1 WHERE PERMIT IS APPLIED To. 0) L' BELOW) XXSEYFS� Ir =1 � , . 6, j : tw Non PANEL LENGTH � . I � 4, SEWS 2000 INSIA11LAYON IS APPUICABLX 70 SIN= AND DOUBLE MUNG AND NORQOWAI SUDERS SrYIE WINDOWS WHEN - u - - I �� , I , � i I I v W. All ZA, = = - So*"M. - sEr"'M , OWING I I , . (SEE 'NoTl "Tom-1 - — I I CLASS To MAM LL ; 1­'_ I '�: (SCL kwf I ILI CO) 10 QLAILL,_1 INSTALLATION 6 REQUIRED TO BE PERFORMED FROM INC INSIDE Of STRUCTURE 14 ATIRRIA WINDOWS AND DOORS. INC. IT - 2 HANG ST PANEL SYSTEM- is F%wff Myc" I L , " -_ 11 - . I., LENGTH - - " I'v. I PANEL LUCT14 . "I -1 Dox we" ,.- , - I was - r-ool I 1/4'*-2�4; , "TV cm SONWAR " ! ; ( v .s :9 .. wast 10) � I/,I I I I ON SHEET M ; I., C w 9-w 10) I SEE NOTE I KLOW) I/4-#-ZNI' , (SEE NOTE I BELOW) w 78. x: Is M.: I , - I I 6. OM NOT PROVIDE � � IS. 4115m; I S W . - . � L ", - � ISS. M.S, vf� --- I SW&M Per in I -0 ! I -- ; I XCT. I = . I 7/8 N I " vio , Tun 1 1 ONFORUATION FOR A SITE . , # WHERE 141 SITE CONDITIONS "TE FROM THE P E.D P_ i . ovo - I NU 11. - - : � � S. AU ALUMINUM SHEET METAL USED AT CLOSURES, SMALL HAVE 3105-HI4 061,LJOY. 1. : __ L ZrI11111- _....'!"-_�,`,�_ - r I - - . . ONG , I I I W4131 111 L M Cl _ L': -- THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFVFY OF � w I , I I . IL , I I-1 GRAM 50 Win.. GALVANIZED STEEL Al - I , Not UWTL FROM THE CONDITIONS GET LED ON � I � ; 46 IAPCOM.%.j ! I . 11%, , T USAGNIK110k */fly- U.5 KILL (AFTER ROLLED). THIS DOCUMM CONSTRUCTION SALFM AT SITE is THE CONTRACTOR'S RESPONSIBILITY. I ; : I r O'C' W11 1/2- T . ; , I I � : z PENETRATION AT I".,r.' 'I', li!!j 1 1 1 _ 4 L i I ! MIN tRRIAOED " � L � ... I ; I I � I " I 0 ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AISt SEWS OR CORROSION RESISIANI COATED CARBON STEEL AS PER DIN (�) THIS PRODUCT EVALUATION DOCUMENT WIUL BE CONSIDERED INVALID or MODIFIED. I . . 11 "� - 11� I l'. Ar SMALL COMPLY W/ Rol Ill DINO CODE SECTION 241 "JL3.4 : . WIDMOTH, OF PLATE (d) SITE SPECIFIC PROJECTS SMALL BE PR[PARrO BY A FLORIDA REGSTERRED OR ARCHITECT *HIC" WLk I I I—, I I I I I ! '. _ a I ,-av i : I P. BOLTS TO BE ASIM A-307 GALVANIJED STEEL AND *MO WILL BE RESPONSIBLE FOR THE F"wC" .%, : I SMALL. 1 .0 I . I" , I . 10 ANCHORS 10 WALL, SMALL. SIX AS FOLLOW SUBMIT TO - THIS LATTER " SITE SPECIFIC DRA**4S FOR REWW -. . & : , G , 11 , � - I ! : I � (A) MUWWLe%=,Mf.R[TC, I- I . � I %!!i 11 (.) THIS PLJD. SHAUL HEAR THE GATE AND ORIGINAL SEAL AND or THE PRoFEssoNAL m"Eve, or I . .k . I . IN IBM i6 �� L-----[ : ____1 RECORD THAT PREPARED I I - 1* I . - - V/410 TAPCG" � 1. .1 * I � I L .- I I ; A I I ,/4- a X 7/3 CAUX�fk ANCHORS. AS MANUFACTURIO BY VEINAL r INC (WoN, i't.Soolo, p..I,) I . .1� LP. - � ','� I I 1, � i - .ANCMORS AS MANUFACTURED By 1 I W, TILAUDEX. W (MIN. "­3112 P.J.,L) 1, LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION 161 STOW PANEL IN _@ Il �E,- *s S Mo I 1 10-3/ - Am NUT I -- - (1,4­tO PANDAIATE FEMALE 0 B. PAINCLAIXTE " ANCHORS. AS BY ELCO CONSTRUIC I I I . I 4, V4. 1 1 ­�, . ,�4� - It I "IF 313r W44 40 I/wo `l — f_� " 7/8 32 1. I ! "_33SO FLAL) ACCORDANCE WITH SCCTION OF FLORIDA BUILDING CODE ONE LABEL SHAUL BE PLACED FOR EVERY OPENING . ....... , - 3/32, *ft WASHER 0 12 2 OF THE FLORIDA BUILDING CODE /r QC Mo W'Skin i �! . HER (armid)) j I , ; �l I(Kleopo) i � ;,�_ �l . -_ I :,�. - -- ' L I I � YAFCON f` 0. I I .. 4"0 1 I �77_ _1 I � � � I PAWIMATE L � , ��, I *,,Apl M, to Fr` Cc '7% , __ I I ! !/a f 3/3 Nut I , I= 3/32* ONG Mo . - I: V ,;= : STUD) ; �� W/ STUD) , 2".4* WOW PLATk I . , � , 2.0, Now P ' X jL , FEMALE 10 A, PANELMATE PLUS. i ` '* WIND I "ELIDED : T"tP= ., I . , TiON AT MIDWIDD4 0 �: � 1 j( . WASHER 0 a I/4' O.C. REQUIRED , LA I � * (BEYOND) =:I� J, ,. � � . or PLATE 1 ,. 14; u l - REOKORI � 1-1 ,- to I uvmwm . , - =T�m WDWJM _, , - WOOD "it ; p ift-TO PANEUILATIE % FINISH MATERIAL SMALL or PEFEwnED No EveMMENT IN OF PLATE � Of PLATE , ,;;IV PLATE #14-10 PANELMATF PLUS , � , � I : � - ........ . _ _jjjjW PLATE _ ,_-. - IF 6,1/4' OC I � 0 1 Aft � - 0 3/4- PLATE /V . ,ft. " I - . I - . MIN /4' AOC. I 1 114 -20 SS SIDEWALK X. :1 . � "'l 'i 19;i;r ING WSIAUA WALL j MIN. TOREAM = � I INTO ANCHORS I - --- _= .010,09 9190IL-LIMION AT MOMTH OF PLATE .1� �, I - AT wowl OF PLATE "'" . . i J1'1.___ _- AM MWATION WALL Mg 0 - I .1� 13 ._=.a 'W'j"INTHM SCALE 3/4-- PRECAST CONCRETE PANELS, ON PAKRS BE FOUND ON !4E EXISTING 1014. OR 9 011011� a AM us%% Paz EL 61 SCALE 3/8--i- WALL AdOU NO INSTAw nON WALL MOUNTING IKSr&"0N FLOOR ANCHOItS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE SMALL _* SCALE 3/0'- I' SCALE 3/9-- I" . ALTERNATFff-uw VAAHNNWI 81 AS MENITNED IN ) AND IN A.ZL ji, TI a RIEGLILAR A " _E=jM_Q=WE.ftLQ.t�, �... ... *�CEN am . .. SCALE 3/8--i - f M-_� SCALE 3/81-1- W. "" - - � 0 : . 1;ez�'Vx FLORIDA BUILDING CODE (High Velocity Nu cons Zone). - 1/4* 0 VAPCON ANCHORS AS MANUFACTURED IN 0 7 W IFUILDI INC r,_ FLORIDA BUILDING CODE (High Vol"Ify Ifurricone zone) /*44 . ... 4<11�1 -..!It 0 =UFMAi`rANl (a) Ill . . 1, INSTALLATIONS ARE OW VALID FOR GULUKINGS WITH A.SQ. DEMON LOWS . . . FLORIDA BUILDING CODE (1419h V,MWty 1#u one Zono)l . Y ... , . rp TO= . 1 PLIM NOM tc Fp - 1/4- 0 X 7/6` CALK -of ANCHIORS, AS MANUIACTAACI) BY DE*ALT INC. (r-I al,) *. It .* , 0am" too. w UP TO -554. -?to 09 AM PAWLI LENGTH UP 10 0*-r .* 40,111, A ... I Pam , w- 20 OAK GALVANIZED STEEL STORM PANEL * 20 GAGE SFORMI PAWL Rn Sw P �.. F. 3 . DMM For % NVALAULIMS; ARE ONLY VALE) FOR BUILDINGS WITH ASO. DESIGN LOADS I . * 1- owwo I 1. 114-10 PANELMATE FEMALE to FAMELMATE PLUS ANCHORS, AS MANUFACIURED BY ELCO CONSTRUCTION 20 GAGE GkVANaED STEEL STOW PAWL DROW or 2, MR FTAME CONSTRUCTIONDINOOD MCLAIMINS TO K SOUTMEAN t _: I -_ AND PANECr TO 6'-e*. ­ __�� PRODUCTS (F-707s pot) GLOBAL PROTECTION PRODUCTS, I.I.C. -- ON NO. 2. W/ SPECIFIC DENSITY OF 55 OR EQUAL. 1 To .. 1. am up TO +55.5. -720 PSF � 'ENCE. LIP I .. ATE QE7-. 1 -I- I. 1_> — GLOBAL PROTECTION PRODUCTS, I.I.C. M/U�sm ­.- . . 1� - *. S1_� GLOBAL PROTECTION MDUM LI.C. 1041L. - 1wFL91 Stow - MIL . z .m IN, 61 ~ Z FOR NEW WON FRAME CONSTRUCT : WODD MEMBERS TO K SOUTHERN ­ _111P T1 LTECO, -M I.. at 11LIECOin S,, . _.���_ Vt.. 00 z I/ 4 ��;-.. FL R1 . WAL FL 33314 PINE NO 2 W/ SPM*V DENSITY OF 0 55 Olt fOUAL � 11 MWIL rL 3XII4 -176 M.. .11Lt't MAL 20-176 A , . I *�';I' I= 17 ' 9%=00.0"WAI FMQnQ (W)'M-'W, FAX (OUM�=7 20 11" - "OIL (%")On-n s, "I"All.).M. . r ... .... I &I& TWOW 74 zr1""=wXxr1M 0"wou. (04)M-?Oft PX (0�)GO-IN? 20-176 ,.ft 11 -11"? - , . - -1 Ion."Wo- aelon- - - ze=_--ur- %,,',,,3,rF1 ii%- - am 01-Im � (MIN, Pit -1 J)KVM hi, �11w, . ,A-00001' covowa w to at"" - IN a . a='m ... 1-11. , -, — .0 - AN 191�sm i CA-0,30117 M , . 1% IF — - , — P MALO.MiAn."M *_ , , a*-wats "JOIWV'WAL. ; - Wow " 06 111 PE. WAVLAXNAAW4DAN 1= TRUT .,. , L , I war ' or to I — I -,w I*-# w-iIU 44NI, I - I .- SYSTEM ' ACCORDANCE WTVI THE 2020 f7th EDITION) OF THE FLORIDA BUILDING CODE. BLOCK `.:i DESIGN .,; FOR A OVIECTIOAALTY FACTOR Kdl USING ASCIE 7-16 AND SHALL NOT USED SHALL K LONG INTO ! 1/01, TAPCON 0 6' D.0 DESIGN PREWILIFIE RATINGS INWATED ON $HEXTS 25 4 26, D44M 3/4 4- I I " --- — �, i - 1/1, 12112! I . I I I " IN OMER TO VERIFY THE ADDIVE CONDITION. ULTIMATE MOO" IMMID LOWS DETERMINED PER O.C. 1 1/411, TAPCON 0 #* O.C. HOOD SHALL BE FIRST REDUCED TO ASO. DES" WIND UO4,0S BY MULTIPUYINC THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST di WADER TO COMPARE THESE */ MAX. (".0) MICIN PRE"ILIRE RATINGS "KAlti) ON SHEM 25 A, 26, ANCHORS SMALL SIX LONG ENOUGH TO REACH TIME MAIN STRUCTURE K4IND SUCH OVER STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS KEN _; = LA- C1­ . _ . DETERMINED IN ACCORDANCE WITH W.C.S. n1% (C) ANCHORS 94OU BE INISIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND COO - L " � ­­ - I � , - _veI ­­, 2. —_ 11' 2 1 1 IMF BEEN , INC. REPORT 0 2032, AS PROTOCOLS 7 LW,.' i I i - - - -_ - --- IS To K ATTACHED to INSURE PROPER ANCHORAGE THIS SHUT" SHALL. II Vtu,: SHUTTER STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WIROI WIRLMON CAULK AND SEAL StILITTER TRACKS NI. AROUND FULL FROIA . Yin. HUNG I I � M 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING I'l NO WUOINO AND JONOl 01 Z. ORM PANEL ' ALL. ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION UMENT ED) PREPARED BY THIS ENGINEER IS GENERIC AND ' 'a..-. ,�..... I - . 1. " I , 1 4 �.. ,� WNW ., I- , "�,�.-I' (b) CONTRACTOR TO K RESPONSIBLE FOR '1 11 ; f 7. ALL SIM SHEET METAL PANELS SMALL "AVE STRUCTURAL DUALITY STEEI_ AStM A THIS PRODUCT BASED ON THIS PE.O. PROVIDED HUSHE DOES , i�' .�'„ 30DI6 */ 50 W YIELD SIRLNCT" AND 90 Lan TENSILE STRENGTH ENGINEER , 04 APS1 304 SERIES STAINLESS STEEL, WITH 36 kv MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (IEO-ftj FOR THE PROJECT . � I : I I i . a, i i , G � USE Or IN P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. IWANEER, , 10 SIGNATURE CONT. I - ­0 co"I I - 04 S• . */ 111"� 1/4'10-2003/4-S� Ml W/ I I . .. -TION PRODUCTS TO. STORM PANEL MANUFACTURER'S MANUFACTURED _L- 170R.93 1/a' cc � : , i WASHER . L , - I �` I I I ,- LABELING TO OONIPIY WITH SEC74N 17099. D.C. 1;{'.� I � I 0 0, O.C. I I � - I 2, MIN, THKADED . . - &O MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL K 1 3/4- AND 2- FOR I,; II ' ( . . . � � -, , - I , I A2) MINIMUM DMXDWW OF 1/4-0 1 I/V CAUE-IN, ANCHORS SHALL BE IS 7j6- INTO CONCRETE. ANY . BOLTS USED SHALL BE LOW ENOUG*SNOUW ANY FWSH MATERIAL XxTST) to ENGAGE 1rL A-3) IN CAM THIIA' PRECAST STONE, , AI. PANEL GALVANIZED STEEL AND NEW WOOD , uxNl • 44167 r yA , t s — RIES 2000 & E-Z HANG STORM PANELS /24 pi (Mo .UTE 2 111100) INSTALLATION 9 ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM (SCALE 1/2-l I. - - zbot- - Of"r , - " Do I a w ----,,t ON wA=.z— - - Sl- It-- — —(on GONCIRDE 400.01% T T — 3' M. \ [?;�� 1 1 !A;,,� /1�,,V6 SOMOAAA ON WHIET ,� I* p_1_N.?__ ,j) . - - I I . i&iiwi" (TOTAL WON) I - - - ,- - 2_2W 1 =11"_!" —"W _"_ i � F � C"MR ai*ows — ,-_____111` 0=00O A. .1 4 -, , - - 1�1' 96,14 A,___ ., - I - i 1. .. r A-.�--4­t----r4_,(11,04 = ve or 19" K =w" "01) -\ =44vo � aw Koort, M) "I , I I - � q.'� V-�4 � .MKIRM N ­(4) _�_ Cn -6-0 ­­­ 1lot _­\ L v . I zar_P, � ,,, 11 L L !In ; �T ."01~0 ­­.'NL - _ILL A -9 - I 360" - I, '�00" 4 71 F, 1� 1 1 1 'A I I N T I � , J Z ,L=w '. 041rif 12.5010' (EFTECTIVE WRITH) � I I ___� I i 2.250* -71 4.). I,,- . $12" g 1'j L.11 " K 3 6IFY " -1 I -, - 011M."". I � _T , _ �� "I TLY IL : : ;,, - ! I I , I jj� .. - 073, � 2 SOO, - - 075',, -4) - � I * 1, 1, _� �_. __ TYPI 2.244' ; TOP. : I I I ,1 ; � : ! I 1 1. f 7 ru f"214:11! 2 " � - t I 'W'" - ,� j straDw CD . 4 �. l.iv, O.QML` MAL THICK HEII 1 3sw 1 1 � 2.50c' , , ,- "', - I ,.,. ­ - . I I - .. - - . 60 2 .1.1 I - -vow 1 cl ,"� A) 1 2_244' Mo PANEL) WITIMOR PAWL) wanNOR PA411 - IF T`�- f_ 0%_ I i / " A -- : _711%1' , I L I . I 11 � , _r 1 ]L] �, - J H , � 'I I 1!' I.. L.L.11111.1 ;A- 1 � I , � ,� ., I N\� QALwj4"D On EDGE , I I - � , I I I 11 -_ - 7 :Q_Ow-1 -.1 I Ie \ I' - ." , , I - , (b.) "I I MEAMM, 1"IFF. ASTW 4­653 � �L!Iilt I I( `466 � �f awo : I : L I 4 ! � MY WIX 2.1 4 KIM 'I 11 a I * 1, i i I I I I — """ 4.- I , EDGE - ____ . � I I I , I : I I . I I S M" _(�) l.1, , I 1 W ­' I 1. . 1 GRADE 50 MiNk%w DEIAAL J � �_11.1`215r - I" I _1 IL 41]nLi�111� I — � 1­4 v+=j U) 11p. A 4aZ 0-60 GALV I .�,?., , - � I i � I I '� I. ( i ; , �) � � .1 - ­_­ __ . . - -.- - .1 , .?,I* ',P�- It I i 01 I �1 1 'I i � i L - ­_ _­r . 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I mo� L I . ,.= . 20-0/ - . * , - TO O`K` I 4-A IF W.. UPAIM"OK I �� Ow IMINUP I rViNfLL*S '" Lj!P 1, �, __.t,'MEXU�tX�g=nw;ig%—, . --..,r---- .: - :�4 — I a I i to am 1 =1 a - I _ Mw"D, fIr I w t to MAIL. W/ NFAMM EDGE .,;! - ! 11 ar" 9 : I W;w K OVERLAP I 4=14w. a I 11_� ."Z' � I ". 1 ator 31 PAWLS-6. i I ; I I X U) �, - ,� LAST ) TO of OVAUM AT P411 I 9 '_�­­_ L - MOW I 1 ii� I ': ' L ; :1,"." I - - I" � *0006 ­­ . .=q ALWAYS K PROVIDED IFACKPIATE "ST I I I "",tr . SERIES I 00 IF INTENDED To BE INSTALLED M. I - I ; " �­ � , TYPICAL ELEVATION FOR SIM ARAR WKANIXX TO FACIUTAIE INSIALLAY19 UEIM ELVATION FOR WAR HANDUE TO i — . T If MITENOW TO BE IMITAUVID FROM 04M Or S"WURL T e I 11 I 1 4-j ,�, ` IEK E-Z HMG STORM PA SMEM OWN OF STRUCTURE, E-Z HANG STAD& P�91­ (D SYSTEM - - ,� ,� j I' if �� , . -l"'LA , 813 '� I ,�) CA (3) IF, DR -1 - (z) , " az-.Ta.up�mx- B@ I � .,, � r I I, � ! I , �1' - I � I I - _.-IL-_ - I < - r � '��,__� 115' . � NELN I' I p _A___1N_ I I C I 0 D. - I 1-__jL,__ - ,* . .1 ................... ,_ ____%1 - "'. I . Kwxq,_,,- I , .1 3/w . I' 11 **S , I I w r-1/4* kw CAP ,/4, ii,.. w I I I i I of 0 11 . 3t*i, �f 11 ;' ! 1 3.750' I - III. 1 1F7117._. ; I If , /_4 -1/41 III. - 1,4. I i t I I ;, I i VR� � i a) = i I # . ISOMETRIC VIEW DETAIL A , I 0 J1 -0 -, !-"T " I *161�- : C I ROLMED CORNER 0 ENDS OF PIANE 'S 01 wOREvw/wvVl e ra it , i 1.;I ,I ,-It END UP W/ A;A SECTION 0-8 MACK "i I� 1, - _ I 2. L_ , I � T 4;r- q"'v .1 I 0 1 I L '� (N .S) I l H I t — _==____=4: . 1. NPM ow ww - 1. -ZKM I't I am ,1 3 - " .�"."." IV , 1:: (1) A0B[BM_2L3L20_=; - Z HANG STORM PA14EL SYSTEM CONSISTING OF PANEL - r, I R:�) - I 11 - 5' MIT.. - NQIFS TONS AT TOP A, PANELMATE PLUS OR IV LOW1/iFL. KM —2 000' I i�r " : MILANX co-own I (1) MUTIQN-of SERIES STORM PANEL SYSTEM CONSISTING OF PANEL I �a I -v-,dt MIMI �� _1 2­4 1 !" - 0 BOTTOM W/ PANEILMATM �-r:� 1__( e ONLOW .,Z%A:�.. C-1. 11I TOP A BOTTOM. (2). END PAWLS SHALL. ALWAYS K 00 NO A i I 11 ", .. J* TRACK @) PA�� T writ, wo" iI / i " M`M I �, , I 'pWrA 2"W(M".) ALUM, ANGLE (2) (VD PAWLS SHALL ALWAYS BE CONNECTED 70 TRACK OTHERWISE A STOP BAR PANEILMATES OR, F rED 0 r IN jej*5 LONG TRACK AT WPQM,.. END PANELS I - OW SMALL BE _2W/4 1��/tr 32;, - %AJtA%`* � (�) " (1) IM PROVIDED AT TOP OF SUCH PAWLS, NW"/rC7 to 14.S, W/ (XCE "I MoV, I - S�%� 0 0 j + ­1 , VWA - _(9) .11.1 SHou 2W t3l & It L mr/ -T MQUNTINa A 0 7 r 125' WGI-76 Akon. ALLOY (3) IF END PANELS ARE CONNECTED Teo "I OF DESCRIKO ON 3 aj NTING Il - WALL AND bil M emp as - U) 3. ,qD= =C�� SHALL CC ML 1/4 -2M(e M.S. %aalw, 1/4 Ol MIT. UWISSCREIV WALL 00;0 TAP BOTTOM LOCATION FASTENERS MAY BE At EITHITH OF TWO (3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W 0jf;4TXP#%, (p AT 1 WW: FLOOR M CFHJNG MOYNTING " Cu EXTERIOR FULL FILAAGES OF D40 PAWL OF (MOUT END PAWLS ARE NOT CONNECTED To "1v L STOP am IR&I - 0 1. BE PROVIDED AT TOP OF SUCM PANELS, (-) IN CASE "I END PANELS ARE NOT CONNECTED TO BOTTOM MOM (i., A STOP BAR =AWTeMj AWN 00 PANELS NO SOME INTERIOR PANELS ARE DIRECTLY - WLIDW , --os — 9V�QwAwtf .1111 3/4. I' L. M I - IS ONLY ESED USING 54CS 4CM 401NLM TWO, PAWLS SMALL BE CONNECTED TO 8101 I M TRACK EANIS Or FAKLMATI 04VMR PANEL = 3PCC#CATON OKVAWAAIM no (3) ABOVE IN SUCH CASE CONNECTION OF PANELS MAY BE USED JOW, 1w. Al BOTTOM AITACMIND BOTTOM MACH TO "I LIKE """ Top 4 I r, A. 3' A, 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON 314EET 2& ALI EDGE IRS USED JOWLY IN 4 . . ......... I..... ol ACT KID EMIG CA _�%_ PM, 016 1=1 I - to BOTTOM TRACK MAY OCCUR ANY PANEL LOCATOR W1 TWO PAINELMAItS FOLLOWING XG SHOWN ON DIVATION ANOZ V a I E M ACLA t4,4111. uj I (3) SEE SECTION 1'. . r -t OF POLL - it OF IS S ..., TO BY Y M TRACK �L= INSTALLED - ri w Obs' (Typ) . 10,1VIIIIII I,. %, IQ .. %3CEN 00,Wk. tit . SUCH ThAT ADJACENT PANELS Iffi IT LM A, RIGHT SIDE Of PANIM) HAVE =3 4 _S �Jfl ­11311V6 , .1 . Jods N tit THEIR OVERLAPS RETAINED By . . . . , �.; ... ...... . , M cgo"MM" a AWJM . � v I �N . : NO. 44167 " Q .., \r,EN - FLORIDA BUILDING CODE (Mgh VaToetty, "Urroone Zone) ­j 1* '. I FLORIDA BUILDING CODE (019h Velocity Nu arta zcao)l y .... v . FLORIDA CODE (lifigh Velocity HU Ol Zono)j 0 Sw ANY . < -1 . . om "M AK1 F.P. - I Ro= I'll, BE . olm ILMM INC. FP 1 7 T D I __ . -- - I, . . I .* No. 4 167 7. I , FATE OF :'q 20 PANU ;z i .?w - OF -'q: 4m TKIOM IN: 20 CAGE GALVANIZED STEEL ST01111 PANEL r, -, I 20 GAGE GALVANIZED STEEL STOW PANEL DOM , & A , - r DOM MY � , - - - (_ - .;01 COW& w- . *. : 3' Mo.. --J .. . . - L-L I < Z3;".. ?!.Ia---- , =_-�'--, — z _-4;_1 GWRAL PROTECIII QUAIL I �.l �Lxaz � ---------\ PRIODM LLC. I"/w/3'" - '> STAT 0 .. 7E C �_* . DKIII I1CAU` I/r - I* �, am- z - . . ' F - 1. ON LLC. '",""No VIEW GLOBAL PROTECTION 3"WiMax.) AL 1, few I / ILTECOm \ _ 1-T � 51 FAULT _ _ (2) "' " I I - 11LIECOINC am IV, TIT mw \31" T CAME. IL 3014 "Iffrol 0 � �m, 4%r� A v ii/1-.7. (054)50-M-k FAIL. PIKIW' (M-)§W-7140, IATI < 11063.43 NUNI IN - FAW .1.1 I 6" I 1, - � am W-41, _*`01cot'm 1r(:*"=j­ O.-ccow, -io6i, "AII 0-0"- 16416"I .Woo* 190 Ofte" %,, I At I - D,0=719 or !!! . I AA."O - 1 1 1 ! PX, ap,�� 6 -.1 iwiwwo LANKA.% — abow ft ;,100va, tLAU/so"TuAL'un Fix . VA41VWWW410AX ukfm A, ALUT a.. op - ; I I" LONG , WX I 'i =, Lr "'IIIII, .. 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U - r 12f; --2376" -- -1 END LIP W/ .MMED ED" (",I S) C , , .1 37V 3.700' .072* � I'M* I 1 1 s �qogl- I057- _0 ,' � IYP.) i", I � ­' �. .-I. I...",." . .... . (�) 3KEY N= WASHER 105-$4154 ALUM ALLOY (�) - __ I.&, BOTTOM p1maj a= or "IC U - ,w-.- I - I : 2.124- ". ., 750* - 121. 4 1 .SIM SWU 6 FDA AOOMOK-L At], LIMITATIONS OF SAIIEVE LOW), is I J*. "L Ol WAR, POR INSTALLATIONS Also I f.2 11 -_ L I - I __". I I I'M' - 4 � � . I 1". (�) ILEUM-2-w I MAX, L.ENGTH 1 2.0w - - , . I - _. I ,,at*" rL 4 AIRIF, 1 1 wow STRUCTURES . ,W . 3L750' I- 2.54a' 07 REL_*e...NEAQER ,.,Is . ,01;0 . 0 (�) No U" HUDER 0 Iriw.), � 750, , � t I 9� I, - I' MIN, To S, M_ - - - - I 1, , g =EvF j Ai MAx. W, MR 60 (@ ANGLE - 2 M., . (B 'j- TRACK I I @ PANCL HAN9 ,V4' I . I - 3.000* � SOR , %.; - I I I . .200 .0112, _� 51. 4�T. ..., I 0 .. . .... .­ E ...... *%, " . (I I,I V"DE) (USIE ONLY FOR E-Z HMO WORM PANEL SYSTEM) 063-76 ALUM. At-LOY : 1.5 I 71, I .27V MIN _� I 11 it , 0 1 1125' , i 2. .bk () 17.. coo, . I i�, 1;�. T I& MIN. * I- 123" .1 - - I'D WAIT % FLORI BUILDING CODE (Man High Velocity Hu tecinal Zono)l - : F.P I wm "Llm Pit 24 GAGE GALVANIZED STEEL STORM PANEL ( I, I . 'm ITY") . I � 1.201 , V ­­­ - --.I- .11 ,�_ I 7 on . 1. TATE OF .. , '. vv� L. - 2 ooa-� -- t �_ - -_ SEE SECTIONS _A.. - - A, I- '3kmi - �_ ,m' .. - .* MIN '-'LLLL . 101,'.. C�__ 'I , JILIEC or/V/sm GLOBAL PROTECTION PROIDUIM U.C. 0, , FE muse Ls. Ili IVW - @ OJI110-OUT "r g BUILO-OUT or TRAM @ & (�� WASHIERED q., 01' AMU - 1A.;r,= A WINGNUIT . - � - CA- A. Is ,.am 1 20 "A wol� M. I"It" -$75 -1.1. (V�)M-75". m, (M)NII-M awwwo ft, L - - � -m- I �, TRACK ANGLE QAMAC 3 ALLOY) I I.-C SILAL/111WINATURLIOM WILMA, t . M.LH-0 1 1-0, . a se 10 I I I I I .- ........ I I - INSTALLATION DETAILS FOR REGULAR PANEL TE OR CONCRETE BLOCK STRUCTURES ALTERNATT CONCRETE __j�� LOCATION r SCH CONCRETE ANCHORS _ VIME ON EXISTING POURED CONCRETE , (Su SCHEME Oq , EXISTING POUAED CONCRETE SHOM 9 THROUGH 10) OR CONDOM SLOCIA 11 ... 11., germ 9 ymmisuct, Ici, OR CONCRETE BLOCK � REQUIRED. k, REQUREDL All"' I I If LEG ,i . ., .: _m= , . - �. �� - ft. I . ,� 1104 wlil� 1'1,�� ", .4 1 - � O� %2VIIIErwo , 11 $HIM 9 THROUGH _4 'r I U2 . ;,,�,,­*:­� ­1 .� ,I: o, � _;,�� -.I- - , .1, - , I'll, . I,"" � , "' I , - MIA XMIND, MUND - j , "...", � ,, .... � A to ­­ W.- - - ;P" "M Sell& at ,1/4' ".. jl/4' __ ;�,� �.`, I . _., W, ,;5 SX " w/wRr � , �� MAX k CONCRETE OKHORS , -_ w .,� _j­ - - - . - . � . i A!Ax , - Il (SEE SCMIO ON , _ _,�� I ). ; ,,r I I I i I 9 = 10) w i IAV-211,1' 1 C.6 "'.."I'le, L "I", i 1'r Russ mm I . I , ; rO. � ��Ii�11111 I a 6 1/4- ac . ­,,r�'� r I , v ill.. ' ,;: PANEL LENGTH ,�� . . 11� I i :��.L`,�', I ; i� : '_'�, , �, " N I F , �.�, 14 (�)_ -1 ! u1i As, "", , * rm I W. 11 (SVIE SCHEME I.N.N., ,. _;,� 4 i . - 1 - (j- O*,�W� 10 1 inz, 0 � : (1) I TO QLASS� ,; ,G . . w, ': I 11 � . ON SV&TM , , N_ I ( i � Aw"IXAM KIM TO GLASS I SEE SCHEME Socio I ULE ON . I ON SwErt 3) "";; OR I =.%m., I SEE SCHIED I I 11 I 6 ,L* AIR. i .-�,.,_�11 � :1 - .4. 31�9 ch w I PANEL LENGTH I SMkfT_ A! - A, I y, ". *I, M... I 4' 11 � �,� � ==,".., I I - It - (SEE SCHEME I w,/ I = Orr-111 PANEL LENGTH I I a.. L I - ! ON SWL7 3) 1 (SEE SCHEDULE I SEPARATION I tx=14 I -1, ON SHEET 3) 11 I 11 I . I =:&� ��'- I .-, TO QIASS� . I �,,, I IL lrlr.­­�A - - I-. v(SEE SCHEDULE - 01 t - - L . � . , . ­­ .,_ _. - - 1__ . -, I L 11 _. ­ - j --' C Is ON SHEr 3) : 501; I I I (1) . . 1) I I OF 'L, ' "�J"�',�',�"`.."�' - _� Or It L.' , , �,�_� : ill" ."', F-;',�,' `,,"�, I , , . , '',� I . . Mo. 11 � " �. � , , , I I , L .,_­;�,�,, ,�',r , � ' ' %1,1111-1­� we 1 40 E-0 ,',,�,,,�.,�,, : j ,',",��'�' SPACER II �,'�`-'.',�, ',� Q, 011/2' CC, . . . . . . . . I . I I I I I E, . D � ,_ � � - L `�� Mill I 11 � _� I I "', . I I, �, I L I I ,�, . - F_ -1 , �e.,,Z,., "�, � - I - CONCRETE AKMC*$ "I ,��, � ,111m7s , , ­_ L ,--- � F � 11 `;,��­� � L CAM i j I L 1. 1, 0""T, 7 , - ,,,r�,�, . two PoLotio =,.��",;�,M�I-K` � (SEE SCHEDULE, 06 10 (SEE SCHEDULE ON I 115 ') :: .11 U ann, call 6WHOM GIRL ,� 1111',��, �� : � I � � �11 __ 4_=,:= 11 0, " m f4 �_ CONCRETE N ;��.. 1� ;N11 "' � � "I" EDGE OF INALL lip SAM SNEETS 9 THROWN SHEETS a TKWL04 6) .'�.;111� � rj,2 I/O' LONG MAIL AMMMUM ': �_ lld SPACM 4111 illoX' D.C. VALID FOR REQUIRED i iT 'I,' ." (ALt CONDITION) .1 Ar ALL DIESKIN SH AND PANEL C=D(Irfllm EXISTING POURED CONCRrfU CONCRETE ANCHORS L ...."o" IIE4LVn. ft oft CONCRETE OLD" LENGTHS Pfft EET 3. (Sm SCHEDULE: ON— FICOUIRIED . CA INUM ., ;; MAX, LONG ALUM SPACEAS 0 E D - t1r OC. (Sit YABLE #1 ON SHICETS 9 THROUGH 10) - SHEM 0 as to) CEILING ANQ FLOPS MOUNTING WILD-9MI MOUNTING WALL MQUI]IMING ADIRFE MgRNI W/3PAr,ERS (M Olt 6 wal W%p =. M31. -I FlIll"t, A. ..... ... * �­--- . .. %_ FLIORI BUILDING CODE (Han Mob Valowtv, No loomp Zone) . " 0. 44167 '. .am MR= w_ 24 GAGE GALVANIZED STEEL STORM PANEL CO. ; * OWN S*r .** * I Tir J, 1"' . GLOBAL PRIM (SEE TOP Ot BOTTOM MOUNIINCS CAN BE \ I . F �-M "AN MR-C �__O, - - � I owt n. 30,4 SCHEDULE ON NQJF EM COMENNADON ­,$'... STATE Q�.' * ��. - LIE Is. $1 I?AW /V/wn E.D. - EDGE OWANCE 011-SECTiM, I , __ -E�� _��_ ECTION Pwwm, LLC. 0, MAIL , SHEETS 9 & 10) COMBINED IN ANY WAY 70 SUIT ANY . / 4.0 20-175 --;,,� - W.?"L FAIL M4)0"717 INSTALLATION. 11t,s1;__. - A .-- DR." Its, . I C*IOMN?lo 3E41 2 �1; RQ 0$10WWX4VWAnWIWE oft I - I - - X= in &�� FIX I I ij= 1 .smmm 0 OFF is I INSTALLATION DETAILS FOR SERIES 2Q00 & 1000 E-Z HANG STQgM pANEL INTO EXISTING WOOD STRUCTURES - 3, :/.-I Ix Sam 0 I,. O.,,� III/ - . . �. .1 " I , .1. I - - . I - - ­ 1, . I '..' wow I � . ! 11 .I. LAG SCRONS, 0 a. " ., .� , " I ,_ '11 :� r, . ,� -TO,/I, - V.-vatic mwowl'oN � . - - =. RE..". --A LAL; SmIsts 0 a- Ox W/ - I � I I/. .- I - C"In"k; vow MILADIR . � , 11 _� M" T-W,W.o PEW IM1.4 I 1 i ! , . +i :/ � I - I , I "I 10 � Coal ,�I* W TIARIAM PENETRATION , � _�./Z* . I I.- 11 F.00000 WOW 41AIDIR i: ) I I - - I ,- ( xx � . I : I'll ---C4)C_, vw-SN� . I .� ! - . . I �, ­- 1; ,­0 CA, Ear, ur(D ,� I I . Y14 .-2t I I ". , ­04C-I #1`61- S-vs � ,,,4 v -...:", I INIr Jl� � � I 1. 6 t�.% , : , ` . -1 . - "Ll irl", - "' �", � 0- fww Q) ' " I � � I I - I � , ..7 ki - __I 5 � I I - � , , � � � IJ4'4 LAC SCREW$ 0 S' 0 C W/ T 4 cl,w Itsw shi.s , � ` � ,� I . T , I .4 . 1,4 . � , � � "' -"T, mum .� "T'/r. -, ,~)FT, sq.f ,� . " I I i V i � , -14, 0 C. END a, 0 "� � , T ! , , I 1 , IT. . I I � � A � / , , 1 �� r ISLE WILL ,/2. k , To C"PIRG . .E.a. � Will; .0 I MAIWOR, , � �, 1. Nam IA-viem) . I t- - � . - - .. . I I a- Pill, I ISM OCIAk. 1/24 A :3�1 f,,,� " , - I -3/ W Q.- Pop Rw 0"I"" pftv fxs, I I L NOT .1 00, --(� i _,(�) C I 0 WO-0- a, CW^ ,� CD 0 EA CRE, 01 E) ; ",2� �_' I ]� �F Z_ _T III pstot � in TX -, __ .I,, i . �� � 1 me- 9 - --'III' __Lj--0 - - .... �� I .. ISVE GET L �,/�,- b . � '. NOTI: 'A ALI _7 .- - - , I ---c I 9 I - I I , I I - � *Do, NA`RA "O"Rat I v qw Ill 1. 4,0 2.014. - - , i - - __ - - - - SIARRATION . , - - /,-,-" I - v = � -, I i0 9/16 TO CLASS i K,z..- 1 - - SI(PARAVION - V / - § WIN, ;,J, at a �� 0 : V"I"w7NI. .1, . I " I T M GLASS. g OC D I ?/*- IR,I ReS, % CA- ""I � - FIIA, �� I I'mo 11 R I - I I ",� � --,,P..Ml*m- 1/.,* Iso.y.. - in rLAOIS I -. 2OMA/4, R§ , s,/. , g .§ I<, - 8 2 O/W ik� m. i -k- __ -__�-_ - - %PNIAIX% - L �,-:%`/ � 0--y'.", r-, 70 MA&S EYLW (19wo Cvm 0%,M.Nl ; I r 1-- __ -- I I! I I 9 III � - , , Lj j I I I I 9 __L_ - _-Li I- 1 1 ; , I 0 .,., ; I j I I I - 19- I - . -- 6 , I � . . . I 11 -, ! I - 61 4 P i " ;- I . I ` ---I-, I , , I 0 �, R e 1 I I -- 0 � I 3 r-f k p I N -1 8 1. ,� . j��,�­. D, 9 " I , I I I I �-v I 1 I , , I I, E: I � 11_ @B 1 1 1. 11 _ I J.. - 0 11 " __ I , ,I I :� - I ;I.* I I L - , . -1 �� IS-.- .., � I .-I . ,. i i , I I ., 81- Il "I - §0 4-4$4 . �', . � � Q44 6 1 ,. - - ;/ ./ I ; I I ' i�,�- FLOW*/ EtWj � HAAL` M �It y E , I - � 1 - L � 1; li �� . � I- I � / I 11 Lolzia-71-IKITIE IA IFFIGM) - PENE'DIIATK" 12 I/2* oc el '. I L �,*'Y',^,'�' -"`�'. I . I 1. I - . I, 1; FM - I S - ;/I sf�I M4, ,,�Ui,.r 1* , 1401, I ,�12_IAG ot�kll� . .am L " , 11 I MRS, I WAVA0 '�. Rta".. ; I - , - , �,� , N I . ' I- " D, PAW 4, S.." 2. �, 7 .14", li—_� �� '�� - st - vo � mm MOE :7 .11, "I . '41'a PANSILIARTE P-5 *I ) ,,AT 04 OR I, mm ` MIOW) �� .. _T�"" I , - 7/10-ft4/11. - � 6 :4=v1?10 ,g)'' � f IAH VIDIFTIMIlasti 0 17 a I � , .i . NG V.m A low .,�� ---I I 1, -�(*,-.LAC WAN$ a INSTALLATION . , �111�01_`.Z,111;zzv- l:;I Ift 162,11111 W. U.. I . � FCNEDRA, im, 2) I .-%:%0, K - THREAGEo = " ­1­1^ ALTERNATIVE 2" 7 7E# 0 womm. OF PLI _'­ 1 � .4 RE FLAT OR 0. CME MO, ?-'I. *ODD PU` offmLow- SCAU I /4'.t* � 1� "I CA 0. I . - I I "Art RECIARED FLO - � -I'A . - M&TV t"w ... 1 AUL BUILD-0i MOUNTI ,,,Ax.,. � INSTA I --;I! FLOOR NG ---,- GAILINg MOLINTI ku", , ALTERNA19=1111mew >-.- I hNSTALIATIONI, ARE UK T VALID FOR SIAKINNOS WRIM k,ii D OLSIG. LOADS .� - � A mig -.I- , It liu."."�_ .1- SCAL.E ,/A UO TO +06o. -75A P.1 AND PAW -I'$ L041W UP TO 5'-10- LI I , I '00j'A".lKh" - --,A" I A. TQ - - , -- TON : -Na" 1 I """ " I I 'PIM, NEW WOOD FRAME CONSTRUCTION, WOW ME , ,!�J, 2- MOM In FIT Soln"FAII I , I 77t P�l M 7. All MCIFIC DENSITY Of 0.56 ON COAL 4��- . jo'4'�.'­��IiIi� T . - I FLORIDA BUILD;NC CODE (High Velocity HUf cone zons)l i I .., 4Tgr" 1 : NO.4 . t 1420 M70%) - 1P * : .* E 1 Ran" " - WARL I C&RE� " LUIF fti;AAI W " 20 CAM GALVANIZED STEEL STORM PANEL " WELL As PAND. It CA WE SPOUArAT12: NEV F swo .. , i : � . *z' low OR 20M MT no. )f%, "4_ � . INSTAUAlsolirMt. ON =Tm - STAT OF,- -f " ", — 7� _0 " _:;A_ wl, 4', .. 75�, \ GLOBAL PROTECTION PRODUCTS, LLC. mn . __ :-1 / Tj 7LrE C , �' ' , - t 4 ... FDA, ALTERNATIVE TOP HEAL 0 . O . . 91-1292LEWel". . . '"N" , Is. I '"Al . I ;zlia&� , , , . I. - we q, uv. ,� 4 "%0_ttmzU.1orv1T. 20-176 CONDITTM A, AMC ,_, [k: a BOTTOM wxwivm CAN Or 10MEMiUl AN MY ILDCAMN '111".0 ..... lip., J -, -Mosm, (SiMildnRl". Im 10"mass-o", �' I am ...., �1 / - IARI -Z= I 0, so ,� - _ Sull ANY INSTALLATION SWCAMLE, 1/4' . ,I1;4,OE -.1 - 1 - r.1 *WWMIW ! �ft- IMAIMIC A,I - . U.MEA 'w"S'.; 15, � - -, I- Ili; __ - How .00 CLARII I __ . AARqv I . I.- ... . . C., " l, -1 - - I . , I - -_ ..- - - - _, I I SINGLIT FAMELS(b i W= ,,I OR ag) * MAXIMUM PANEL LENGTH "L+" OR "L-" (It.) 0 &VXW" A,." on" CONCRETE It FROGG INSMILLATIONS t tP.P.I.) k. ..:; L+ I L_ - 20LO -O' - ----,ii,i--.�-.�-.,-._!��_.,__122_K_ W-0, I t'-&* ._.._15ii­___­ .__i_,.7_._ -0, ­_ ,i;7 , MO J" W-101 so, . -0 __ - __ __ a--,- ____!�Io ____ -LOL-1, - 9--!!-� . - - --oo , - - avi - � "'I' _2-:!-__ - ­1�. � . � - 1. __ _ ifitc- ,- ­ - sm-'�� ­ a,-01 - _�-:_Y� - - - - _ too + ­., - W-, ]r7- - _... __ 'I" . ­ ­ 1. ­_ -1. ­­­ Y,-4* _.- __ __ ;`_i� ___ ;; - r-3* @,-to' .11-1-1 .�!,? ... - ­ nio Sao ­T47- ___ - 61-71 1-1 No __ 71-0* ­ ­i7�F__ I ­tl�l --- __6:_� --- V-0, ­­­ L 11 ... 1_61�!, � I- ­­­na___­­_ __j!::! ..AL_I�L_ ­­!�"- ­­­ "0510 __i` _.. 11-1. " ­­_11. floo __ - - - 11-A, - _12, - _ S -T ­­_ _4 , 4`_ - _4_J_'_S' -_ I flat - - I . ___ ) AND CORREMMOING _* 2/4 nHMULF ONLY FOR REGULAR STORM ANCHORS (m ScHrIEDULE CA REM CONCRETE BLOCK & WOOD (t) - I - � - __ SwrT% a, 10 611) PAMF IS Cl I NCMMAVIO -4 2R 4, a ..__...__­. fkM WITH TRACKS (1) a) (3 k I — 4. 3/4�,/4/5, 5/5 & 6/5 '/I711 4� �11111` .3/2 3W/7 k 4W/7 - I I - I- _ _ � - - ­3, Mo- , I* MAE ­7 - -- �_ 16 I - U.M..W. %,!�;. k.V r-T I- -I-- r -...I-- -1 ­ 7 ­ r I.. - -1 7-r--i I - . � � I DIRECT MGUWM AI EACH EN _ 4� 1 1 1 1 : I I I - ---t­ -t- .14---- .- MAXIMUM PANEL LENGTH 'L+. OR "L-" (ft.) 0 MAXIMUM A'S.D. CONCRETE 11, WOOO Dvm PRESSURE PATW. WAUAT04 t (o. 1.) L+ ., -) L# - I .- 20LO -iio-_ ___ .��_�,_ u.-Fo- ._2L_1!:_ ? l'-.1, ­ ­­­ 0 ­­ W-41' _­­ - ,a--7* ____.��_ __ J15.0 - - .. ia--w ­ ;.-".,-- - - 40.0 , - ji�� ­i--J�_ ­-Zo- _­_v1_F_ __T__F_ . ___ _49i.0- - -,- AT-, 7; - - ­09-2; - .- 11 idiIi -i-j" . - _. I .. . -I`--a-, - - . - - . ­­Sv�____ a-- a- I. _S -_ - - ... �-si,-�-- _r_.­___- - I r-A*_ - a,- I 0, I ... 7-0. . - ...!�:a:.­ ...... - Sao ?-a. __L-1: __ 1L.- 1____1�0_1 - . - 1. _1L. "'_!1­. _.1__JT��_____.._____S�__1!s:_ 950 0'-?, 6".-k - 5,-Io, ,­i`-_7_'_ - __ foo-0 - __ � ....... ____ fil;G ___�__ ar- ___ - - ' - ­ -j�a.c ­­­ ­­­­ _ _� _ ___ _ ;_ _ . _ r1l... '. S -1 ­__ - - - __ L4 It __ _ G_ I` O�__ .2 L ' ­7 --- - __ 10 __ _ _! . � I 110.6 - IF . _S- 41-0 - MINIMUM SEPARATION TO CLASS SCHEDULE __,.__ VMR" PANEL LENGTH - wIND SPEED , I 70 ..ph W94D SPEED I, 170 ..V.h . 04 UmkmTKWM - I REST"WO : Luqtslwmo kcruw�o. 30 OR LESS I. I � I ,in to I . I '20 TO 1.5 " , I - r L_ 1��! F_1,_1_-___1_;_5 - 4 ";;- I-' I. I ; 7 1/2 j -I.-LA .A.- - AIIIIPLI 11-% r^n A ^I�U LAAM1,11110,11silidn 41HPILIANIIII'LPILI, �11 DIRECT - - 1. .U1 11131XI v STUD i -r- BUILD -OU' ,�� WILD -Ow VI 9MOK BOTTOM! MOUNT HEADER 8 'Am ANGLE I MACK ...J;=.. C= - I DIRECT Now 49- 32* 32. I se 35' So, 1. A ---.-- I.S'XI.V STUD ANGLE - __w__ - __32- -mr, - 32. - ". w. - Sr 'F* TRACK ___ $5, - 3M2 --n- 32.� 67' '. 60' (13 st" � 1%tCK ANGLE : j"mw __ w ________ . 32' -, ____ 32' . , - 38' So* W —wi I _ we%&"mim=c` I SO- 1 32- 1 - 3r +2!� F 411. '. 7 W.U01115 I ! i I I i I I i I I � I 11 � � � � ! I I , I I . I i IJ i I I 1. � 11, � I I I 1. 1 1, �, 1, .1 1. , i , 1 � 2 I — . " I . - — . I I I ­­ . -1 , I . I .. - ,, I I I 1. L.. Lj...._. I — I � I I � � — � . i I . - I � I y I . � .4(i� � ! � j I 1 - I - -_ � � 1, UW`01 I I � OFOLIED PANELS W/ 1/40-20.1 . 1 A=.'� 1 I ks V-S Oaf W/=)OVERLAPI I APPLICABLE) ! 4a SECTIONS AS I I � I ; - 1 1 1 i I I I I 1 �(%-� I I 1 ,J 1 , I , ,I I i �. , "i'l I i � . . � , �,L'I . I I . � : f . I I 11 [ I f , 8 I I I I I 'I ''I I I i I I � I 1 1 ! I I � j i ; i I ; I � i I I i 1 +1 i � D�M.,(5).(��. __I- 1'r _­] - i IJ - I i � I I I I I ,�; I.! "i"I � : 1 i.�j - L�- v � Lil il.� 1;411 1 � @ .1(9 __T "W I I AL"� .1 inii m- __ _. 3. - I I I I. MIN -I 1_11..2/4 /4. 3/4. 4/6, 5/5 k 6/5 - ill-' -,;"W/6, 2W/G. 3W/7 Bit 4W/7' .- ­ ­ - -ANCHM (SEE SCHEDULE ON SHICITS 9. 10 611) _1 L(l) ELEVkTION ,/4* Mo GAP 1w. "J'S. I 9 (fam, a~ --I amm wiI I - - I/4"v \.r-/ I ,-/ N__/ \--/ \_/_ \ --- / MAX, GAP , ! m cl) ,IS. . Cl) mom- 0(t) L.r MAXIMUM ALLOWANCE PNa LEMM FOR A Ch" PWWE A.&O' DESIGN LOAD L- MAX. ALLOWMAE PANEL LENGTH FOR A OWN WGATI& A.S.D. DESIGN UNITY 42) OWAMft TO MMAK WYA" PANEL L&Cft OWN A POSITIVE A.S.D. OMAN LOAD, OMMM MAXIMUM %NIL LENGTH 'L-' FROM SCHEDULE. OWN =Q.ATK 0 DESIGN PANEL UDKfm 'L-- FROM SCHEME. is ALAS. FINAL MARRE Will" orr"Xisvitc, PANEL Unim Arnim It.* Am ,L-". (3) SEE SCHEDULE BELOW FOR MIN, PAM LOOMM FON POROSITY QLANIFICADE01, XISTAELA. . WOOD ARE "OM 10 , 11 PIT 1NV A SO* "" POOMI. .;.-nw - 0. 10 as I I MR lh:�S.G, 009�N WADS sk, MO. PANEL LENGTHS FOR 1 , /I C� r ". IN . N SPACER, , '4��6 OF ..." "Autiq . ,�-..wp% FLORIDA BUILDING CODE (Mon High Velocity NO cons Zone) - : . I * : : . * . . D. 44167 1; * * . WE Op I 11* �r��____, ,�� �,_._ "m 14mm w / 11LIEC 24 GAGE GALVANIZED STEEL STORM PANEL FA mm v GLOBAL PROTECTION PRODUCTSI U.C. W/Plim wit , ;`& " 1 I .. - , - - I 'z. 7 .jv;.,, ig�k .", / - - I I ___ .!"Ist-RAM-K.I. - wz�= .:.z4,r.­_ it 3im T ., . I holtogwit,olsta I "M &Isll, w DAML FL. All- plot (I"An--W v- ("-)�M 20-175 NW - 0 ! - g!m - I 411'r. . . 1 1 FE91 - f I .Aw I WIG - INSTALLATION DETAILS FOR REGULAR PANEL X . I I INTO WQOD STRUCTURES -1 - - - -"-- " -_ — I . I � � . � . " �) __ I . 1� '� L' � � - �I ' sv�.MnON I � .17__�_%_'� � . _­ . ..... t- � � , , �'. . JQDD ANCHORS � � � 0 OUASS� - I , . . � 1 1 "I !� (SEE SCHEDFUIX . I r ., , __ (SEE SCHEDULE ON , . � � 30 ----I- F ON SHEET 3) i "' , � I SHEET; I 1) ; I I" AXIS ;A�11 � . . 4,w : I . , I � I � . � I 1. � a q.-ii.. - I I �, - - I.. - _l, I I ___ - I . I -, , ­1 IIA, - . 4- - =-,jim,., , � � ".., I 1; ( -_ -1. 11 - - � r I ) I , " I I : �,� � I I I � I I, -1 . It" Mo.. I . I I PAWL LENGTIM - �� I "-Lllvl� WOOD HEADER, . I � �T ,- 20 WOOD ANCH "I I I , �) I (SEE SCHEDULE REOUIRED �, I . GAS I ­ ­ I - I , I , U.I. '. � I ,� WE SCHEME ON . . I I .1--l-,11 _1_-__qs1­_" I _ ON SHED le I . ,�� 1 1/4" I I , I SPACER SKEET I 1) : I , I colls . MO 0 - �Q: 1 � I - MAX 0 Agwm Z� 0: I - SPACER.- � )11 . I ; 11/2 ,� �I i , 1: P�j .01 or It I I I I 1� I 1 LENGTH : - s.I ;. � 1� � ., � � - : I WOOD HM R I � ED I , 1. - I -I- I ,7. �, � I . t : � - .1 CE �., - .---- :: I . � Mill $tEQUWD I " I H 1, I � - I , , I , � � : "I I 1� -1� : ED I I i - J, ), '�-r-L._-1, . - i ___: -.� 1, --- , . I - 1 I 1. � I , . .1.1 Ili ___t . . , , - : I � i; . _,@1' MAX. WKS ALUMINUM SPACE" 0 12 1/2* 1 i : TW O,C, (SEE IAOUE 11 ON SHEET I Ij _j 5T4 � ; � � , , 1 �:: 1�i LI - I I I : � SE MOM - BELOW FOR LIMITATIONS FOR f , I E i Mill. : _.Cl) ; i "r MAX. 1/2* LONG SEEM. I SEPARATION I It' MAX i . : � i I I j: i To GLASS, � i PANEL LENCITH I PANEL 1XIIECTI � I 1, �- ( I, (SEE SCHILO ILI, I I I - PANEL WE PDRIALE 0 OR PANE1. WALE � . � SEE SCHEOW (SEE SCHEME i - -_ ,I I U I ON SKU 3) : ON SHEET, 3) 11- - 00 SHEET 3) .1 , , ",I � P V, - , , I I , i : LUS ISCE SCHEDULE am SHM 11) ] I � � i I � 3 SOL wo � �j � ,�'� I ja� 3� 1 Mm. I .11, I (AS rim FRALL I SEPARATION : I � :_ u)cp� am r__e) CxSnNG To OLASS, 1 2'.4' WOOD = -1, GLASS 4 PLATE REQUIRED 4 �ISEF rEDULE - I ­­ C1 ) I gh .�_ N M ') , DIRECT MOU W,l SPACER I � I * I I - - � I I I Vs- T�_ -7 �.­ ALURNAIWE M � - I- _ C SCALE 3/0.1' I I T I i !k,k I i SUR I� � 1____j li 6 12 1/2' OX SEE TAKE (1 ON SHEET I I FOR MAX, PANEL LENGTHS A, I 0 i M". A .D DESIGN LOADS FOR THIS INSTALLATION, I I F, ILI I I ED I I i , 0 MAX. I � I I t'-L-11 . . I I � � I L I a I " 1/2- a C It : , " , 'I . - .--; I ­­­­ " Ib, .11 4 L . I � -, - ----------- ___,_,­_­__­ ---,-- -,----, r - I - � 4- i . � . I � � WOOD ANCHORS * * M=. -quo=;o - ��� - I I k �1_1 i . I � �� (SEE SCHEDULE ON @A MIA, IRE I Iff tm w, I I , , .11 _ - t - I 11: � � SIAGOMID W/ TWO PAM I I ", , L i L I � . 'L - - _ . I I , I , , � 1 ��;; SHEET I 1) I (1) mntuxm a Lucto As A ONE BMW muslowas W"t tw-v . , I � , I I _____________! ': mu 60" mw V~ (THIS Is A mm"NCMN "ft ANN �� - U4 : *wm 2%A' WOOD - I I � � I i PLATE REIGUIRE15 ­ ,�, , I I � I OALAW WEUR *)MFAXKV INGICAFE11, ON SHOET 41). Woo IS I* uK suvjkmm To 7 � 210- WOW Da I = "DP-InD � , � , . : i I - - - t7AQ=W`j STU, i . , Motels` SO"o " a" 1 , .I 'a Ile I ON '"BY " Mo` "' IS I PLATE' REGUIRED , (SEE SCHEDULE ON =4 IRE FOUDWAV O"r4od ARE I - - 1 Pw4ft som Put 4"H=m: =IT,T/V*,0'. � , r, ­ . , .1 I " 15 MDWMN MAIN It 1/2'" IMAGING ^WM ON � , . I , , �.� ; SHEET I 1) = Wift SIR swn I i � 0) kvigiLow Mo no" PRIXFAI I ,J) � WZM 0 4006 -40 �.J. mx 24 "a PANEL UIMm a two 10 9S* Al &W OPEMNO I I � � . , A fm?ROM "M LM= PANCL WOM ALLUM ON i. I ;; . ­"­ I I .1 (2) sommmum STOW Amem LOW" a WALL M MOUNT � = OHM Ill. QU 1. 1 i ALVINLA01W 1 (4) 1 f/2' 104 VACM COM"W MA WALL K 4 "WAD IN I WALL WOUN'TING NEWBeirr it issammuslow or I ;a Low wvm sit mas Bay WOOD &M (3) =A� , SCALE 3/6-l' 1 . FOR 00 WM 1. X&M 3 AS WVAKO W AM � I I I I E-IM $"$CA" -0 Im EMm vorroso or THE non" WALE 3/9-1- i (A) 00"UAIM WMAD OM,1 FOR WM *AaM OM I � nm 1. 2 a 5 so AWM C ,�000mfu I � I- I _­__.1_1_­__. ­­ - - ­- ­­­­-­­----­1. .!�L!,�4T, . MOM, -' \�CEAI .. � . !�N��:T\ FLORIDA BUILDING CODE (Non High Vellocity Hur tone Zone)l :k' IN&M or SECTIONS. I INSTALLATION ARE ONLY VALID FOR MAX. A.SD. f No, 44167 '. - two fl�1U*l M. m I . . 1 24 GAGE GALVANIZED STEEL STORM PANEL MON W. DESIGN PRESSURE RATING (Pitf) AND PANEL LENGTHS f Its III .'* IF TOP & BorFOM MOUNIINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - ; * 0/"/"" COMBINED IN ANY WAY TO SUIT ANY ALTERNLM 2W') Xj%. 'TATE 0 INC. GLOBAL PROTECTION PRODUCTS, I.I.C. wr. - .0 .4101 4 .= S.W. 61 S"qw - INSTALLATION. , , t, , 0 - - IWAL FL 33314 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD _ &!�= .. .z ,Ax,. Ot"Nat-asv 2G-1 75 � ORR, - . Is "On. (W)M-?M� MEMBERS TO BE SOUTHERN PINE No 2, Wl SPECIFIC 1� UAL Oft� . ....... -.�'. MA.1 � I .. - -i — !­X - I DENSITY OF 0.55 OR ECILIAL I '10 ! i -111, 1 = r, t 117, I I FIM9 ; -Dw a w1a _.___ __._.__..,____ - I ----.-"��-�.-------"-.-.------- — --.,------- I A * (C) Tg;�����l§-MN,4 MOCU11RENT 1 slomm PANE Smi"'FOM IW�!I (P E .-) MAS - VERIFIED I OR COMPLIANCE ft ACCORDANCE . IFIN BLAUDEA. INC AFT4 THE 2020 (7th EVIVION) OF THE FLORIDA, BUILDING CODE ft," STORM PANEL SHALL NOT or INSTALLED At HIGH - #14-10 PAMELMATIE 11DIALF 10 AND PANEUMAIT PLUS ANCHORS , AS MANUFACTURED BY CLcQ CONSTIEV004 PRODUCTS. VELOCITY HURRICANE ZONES (MMO�a6DE / BROWAAD COUNTIES) - LAIC SCREWS PER NO.& ;/4�* DESIGN WIND LOADS SHALt BE DETERMINED AS PER SECTION 1509 Or THE ABOVE MENTIONED CODE FOR A UAW. WIND - /to-# . 5/8- WOOD BUSHING. AS DISTRIBUTED By $41 POINT SCREW. SOLT of SPECIALTY CO, SPEW AS REQUIRED BY THE JURISDICTION WHERE WORM PANEL *Pit 01 INSTALLED. AM FOR A DIPTC1101*041TY FACTOR KO-OR.5, USING ASCE I - 16 AND SKAUL NO EXOM THE MAX04UM OR$ 0) DES" PRESSURE RATINGS INDICATED ON 94CETS C 1) MINIMUM THREAM KNETFIVITION INTO WOOD OF TAPCON ANCHORS SHALL BE I 1/2' AND 2' POP MCC PANCUMATF PLUS 3. 9 PHAU 12 It 17, Is AND RANELMALE rEMAU 10 IN ORDER TO VEMIRY IRE ABOVE CONDIPON, ULTIMATE DESPON FIFIRD LONDS, DETERMINED PER ASCIE 7-41 SHALL FIL FIRST PEWCEO TO AS D DE116ON PAM. URE RAING BY MULTIPLYING THEM BY 0 6 As OMER TO COMPARE THESE A/ MAX Ok $ 0) C 2) 64MMU4 T14KAGM PENETRATION Or LAC SCREW. INTO THE WOOD rR#AC UNIT SHALL BE 1 1/2* NO THREADED PESADN PAICSISURE RATINGS INDICATIED ON $HEETS ). 0 tHft I? & I?, It PENEIRA71001 INTO STUCCO SMALL BE CONSIDERED AS PAW OF THE FICIOLASED THREADIED PENETRATION IN ORDER TO VERIFY THAT ANCHORS ON THIS PEM AS nVMD WERE NOT OVER SARCSSCV, A a3X INCREASE IN &LOWAIIALf ST IM ran WRIP LOADS *45 I= VSEQ IN WIN ANAA TSIS FASTENERS SPACING TO WOOD I LAS KI '. J� WNAAUv EDM DiStANCE ()I LAC SCREWS, INTO WOOD SHALL BE AS INDICA" IN THtS DRAWING ACCORDANCE WIN NID.S 2018 SICRM PANEL . 9 ADEQUACY FOR IMPACT AND WIND RMSIANCE "" KEN VERINED 14 ACCORDANCE WITH SECTION HILI9.1.2 OF CA) MINIMUM PENCIRADOMI Of WOOD PUSHING 51-Wi OF 5,,IS' 114- P-20 SCREWS USkO SIIALI BE I I./?- LOW M'NIMUM THE AFICIVE MENTIONED CUM AS PER AMERICAN TEST LAS OF SWIM FLORIDA REPORTS JIMA 01 -01 AND #0219.02-02. AS SHOULD STUCCO EXIST. AND I* MINIMUM FOR WALLS WIT" NO STUCCO FIER SSID ,2 -09 & ASIM E 530-02 STANDARDS, AND AMERICAN USING LAB SGUIR FLORIDA RfPOFrf 0112301-10 AS PER C 5) IN CASIF THAT PRECAST STOW, 00 PRECAST CONCAETE PAWLS, STUCCO OR WOOD $CARDS SEE FOUND 04 THE "SINO, JAS-201 AND TAS-M PIRCTOCOUSL AMC AS PEP CALCULATIONS PIRFORMED IN ACCORDANCE7 W/ SECTION 1004 01 THE, WALL. ANCHORS SHALL K LONG ENOV014 TO REA04 THE MAIN STRUCTURE BEHIND SUCH PAWLS (I CARLA Mill DING COOF ANICHORACE SHALL RE AS MENTIONED IN C 1). C 2) S, CA) 2 ALL ALUMINUM FAIPLISIONS 70 BE 006.1-16 ALLOY AND TEMPER (UNLESS OTHf.P*iSF Naito) SEE SHEET 2 (D) ANCHORS F14ALA OF, INSIAlill) FOUVA"KI AIL OF THE RECOMIALWARON-i AhD SPECIIIXAtIONS M THE ANACOUR'S AMMUFACTURE. 3 Au ALUMINUM SWEI METAL USED AT CtOVJRES SMALL RAVE JlRib-1­114 ALLOY It PANELS MAY ALSO BE INSTALLED 40MZCWTALLY FOLLOWING IMSFA�UATIM DETAAS SHOWN ON SECINDN 1 THROUGH 6 ($MEETS A 4 All, STEEL SKEET METAL PAWLS SHALL HAW STRUCTURN, QUALITY STEEL ASTV A-65J CRAM 90 1,11141,40k. G- go CALVANIZED �HROUOH 5) EXCEPT THAT MCAOCIM10 &(b SMALL NOT BE USED. SIM DENGNA11014 W/"� S22 "I (AFTER ROLLED), 9 ff SMALL Of THE RESIHONSISJUrf OF THE CONTRACTOR To VIERIFY THE SOUNDNESS Or THE STRUMIRE WHERE SAUTIER IS TO BE 5 ATTACHED 70 INSURE PROPER ANCHORAGE, THIS StivrTIER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR 10001) FRAME ALL SEI TO Or STAINLESS SIM, 304 OR 316 AISl SERIES OR OOFFRG�4044 RFSsSTA1ET COAIED CARBON STEEL AS PIE" VIN OU'LOINDS SOTS W/ 50 k.; YIEW STRENGTH AND " his, TENSILE STRENGTH AND SKILL COMPLY */ 1LORILA OURD04 COCE KCION 2.1 3.. 10 EACH RECULAP SIDIRM PANEL WIT14 LENGTHS OVER 00'. AS PER SECTIONS 1. 7 4. 5, 6 AND ALTERNATIVES IW. JW & 4W OR SKILETS, 4. 5, 6 & 7 RESPECIIVTLY� SHALL HAVr A LEGIBLE AND READILY VISIBLE MARK040 JNSTFit,4'TWG OWNER ON PE)VINT TO 0 BOtT1 TO OF ASTM A-30-� GALVANIZED STEFL. OR AF91 M4 SERIES SI-AINUES', SIM. WITH 36 ks, MINIMUM YIELD STRENGTH SECURE PAWLS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7 ANCIADRS 10 WALL SMALL III. M FGLLOWS� lt� TIRE INSTALLATION COWRACTOR IS FO SEAL/CALALK ALI, SHUIIER COMPONENT EDGES WHICH REMAIN Its �QNIINUOUS CUNIACT "Ill THE BUILDING to PRLMNT WFNE/Rmh INTRUSION ,A) IQ_E9WM_PW8EftSQ?jCfIETE I - 114'o TAFTEON ANCHORS AS MANUFACTURED BY JW, SI.A.I)EX. 1W. (W 1'­3192 pa.0 12 STORM PANEL INSTALLATION SHALL COMPLY "IN SPECS IWICATEO IN VNIS DRAWING PLV% ANY BUILDING NIO 0011M RtCULAIIDM% _ FRALIADED BY THE JUANSOICTION WHERE PERMIT IS APPUED TO :14* 0,. ?/!' CALKAft ANCliORS, AS MANUFACTURED By OFWAII INC - 14 .0 3/4 S(XjG-Sr ANCHORS. AS DISTRIBUTED By ALI PONT SCREW, SCL� A SPECIALTY CC (MI. f'-woo 0 (a) THIS MMJCT CVALJAAIIOh DOCUMENT (P ED.) PREPARED BY THIS ENGINEER IS GENERIC AMC DOES NO' PRDME INt ORMATION P.S.0 - 0, 4-HO PAWUMATr ;fNALj 0 & PAWLMATE PLUS ANCHORS. AS MANUFACTURED EIV Ell,*() CONSIRUCIION 1114000CM FOR A SITE SPECIFIC PROJECT, I a. WHERE I$* SITE ,CONDITIONS DEVATIE FROM THE P C 0 - 1 /4-8 ZAMAC NARLIN ANCHORS, AS MANUFACTURED .1 DIEWALI � ,%C (b) CDNMCIQ.R To BE ftfspom�satr FOR Tilt SELECTION. PURCHOSC AND WMINIATION INCLUDING LIFE SAFETY OF THIS PRODUCT A 1) MINIMUM EMIREDMEWT OF jApCG" ANCHORS IN70 POURED COWRETE SMALL. OF I 3/.'; 2" FOR ELCO PAWEkA,L AND SAWD (MI IMIS P E P PROVIDED HJ/SNIE DOES NOT DEVIATE FROM THE CONDITIONS MINLED OR Dos DOCUMENT CONSTRUCTION SAFETY AT SDE 15 tilt CONTRACTOR'S NIESPONSISIUM 1 3/4- FOR ZAMAC "LfN AWHORS, W THIS PRODUCT EVALUATION DOCUMENT VALL BE CONSIDERED INNAUD IF MODIFIED A 2) CALY-IN b SOUDI-SET AWROAS 9W( OU rMOEDOFD 7/11- INIO IlW POURED CONCRETE NO EMBEDMENT INTO STUCCO SMALL BE PERARRIkV. 1/4' 0-20 SCREW. USED SMALL HE I 1/7- LOW MINIMUM SHOULD STUCCO W,I, (40) SITE SPECIFIC PRQIECTS SHALIL BE PREPARED BY A FLORIDA REGISTIFFIED ENGINEER OR ARCHITLI71 Wflirli III gFrOut PIF AND I* monmuss Fast *ALLo. WITH No SIWCO, AVRO AtRY Of, HEADED SCREWS OR ALL 141"IED SCRIEWS W/O HEAD, MANTUA OF RECORD (EOR1 FOR THE: PROJECT AM WHO WILL 91 RESPONSIBLE FOR THE PROPER FHF P RECORD. to THE OUT WITH WNC NUTS US-t Of ED CNGMEFP OF AC1FKG AS A DELP"' Itti __ PIE 0 FINGINCER, SMA1.1 ':,'IJ@Mff TO -145 LAtTEIR TMO. SITE SPECIFIC Q"WVGS FOR AE`ALw A-5) IN CASE THAI PRELASt STORE, PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOW WARDS IR F04NO ON THE EXISTING WALL 00 It", ANCHOFD� SHAI I OF (OW, INEALAH I(, REACH THL MM14 "RUCTURF BEHIND SUCH PANELS (.) THIS P.LO SMALL WAR THE DATE AND 0014INAL SEAL AMU SIGNAIURE OF INC PROFESSIONAL ANCHORAGE SMALL Or A$ MENTIONED W A.I) AND IN A,2), ENCINTIR of RECORD INA? PREPARED) IT (0) TO.Vu"O,�QKRM.1&0�K-W&LA&LI4-1�Z29I 14 S44UTIER MWUFACTUOV'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION At SIORM PANCL 544UMP IN ACCORDANCE WITH SECTION 17091.2 Or FLORIDA BUILDING CODE ONE LABEL - t/4: : TAPCON ANCHORS AS MANI)FAC(UPED BY I ; W RUWAX. INC SMALL BE PLACED FOR EVENT OPENING LABC]l to tOMPLY WITH SECTION TTOS9.3 Os� tilt - I 11 - FiB* CALK -IN ANCHORS, AS MANUFACTUREE, Orr OEWALT. INC� FLORIDA BUILDING CODE -0 . /A- SCLO-StI ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO 1/4 X , - 014-10 PAWILMATE I'VIMEE ID MO PAINCLMATIE PLUS ANCI10", A, MANUFACTURED BY WXI rONSTFICICION F tilt###, - ?/4- 0 ?AMAC NAILIN ANCHORS. AS MANUFACTURED BY GEWALT. INC f, A. T .., ....... �!�,�� IE!) 1611,14114FLA EMBEDMENT OF tAPCON ARCHORT, FLCO PANELMATES AND ZAMAC JWQLIN ANCHOR. ROD THE . , , " q OCE 6.��,, FLORIDA BUILDING CODE (Rom High Velocity Hur Icons Zon0 � OLOCK UNIT Sit -it AT 1 1/4* ... ' *2m HE'llso, WIL 1. 9,1� CALK -IN & SOUP -SIFT ANCOCIRS Visit. RE t.MtJtDDFD 116' INTO TRE CONCRETE VOCU UNIT, NO C - %,44 7 *11 I - _ 24 GAGE GALVAWEO STEEL STORM PAWL - w - SIUCCO SMALL BE Offastno- 1/4 0.20 SCREIA USED SMALL BE 1 1/2- LOW MINIMUM SHOULD ,00 rx;,,;'. * � '. \ AND " MINIMUM FC* WALLS W"Il NO MCCO. . I., - % / 07,1,/." -*`.. STA .* -_ . 11LIEC I GLOBAL PWTECTION PMROMDUCMTS, U.C. DAM .. , -y" -w-- 4" It 11 raw . 8.3) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS, STQoCO CA WOOD BOARDS HE I LIM � .. E AZO . gZa", I I. EXISTING WALL. ANCKOAS SMALL BE LOW; ENOUOH TO AMR IMF MAIN SMCfURF PRENN0 .Sir P .. .Yrw. ". . .. MAIL 1, A111. -4", 20-175 S, Mw­,.& 'Am, DRAMm, ANCHORAGE SHALL BE AS MENTIONED IN IE0 A40 IN R* $116 , * - __ � . Isof ,A_`Xx._ A "Iffif 0", " WA`�oW"VR`m" lw.m A. 'Sur M. .1 �1_ -is I I tilt .!E-:, - SHOP I a — L 1 114W 1, IT _07 . . I ------.--- ­-- . . I - — .- IMALLATIOhl- ! REGULAR PANEL INTQ EQUREQ CQNCREIE OR CONCRETE BLOCK STRUCIURES _,&snNr POURED CONCRETE . 95,1:Lpouwo CONCRETE . , , "" ,,,.�",�, ", , CCW" ANCHORS ,,, , - " CONCAM BLOCK I OROVIRED I .. " V, " VKI. . . .. IK , , , "I CONCREFF ANCHORS ""' , , " I " , : :1 :"I"!"", RIM BLOCK I REOULFIED. ", , (SEE SCRIIEMA ON I "�,'ti , , SHEM 9 TMROUc" It! I,- " , - (;z) "', � I , (SEE SCHEDULE ON 11 , , 11, r, "L , SHE"$ 0 THROUGH 10) .. � ... "I , " , - " 02' EXISTING POURED CONCRETE OR ; - f .1 " , - � 1. - , .0 CONCRETE BLOCK REOL"W. - I - (3) .' �,%V I , ; , ,,� 1/2- .. ­ ,1/4" � , I ,, i ... � , ,,, 1��� , �� " "/ III— - ,1/4" 1 1 - Q6 . , ,,,,, I,/", .box, � __ 1. I I I , � - " - !-, - � � . CONCRETE ANCHORS , ,4� � I I , - ­ 9 : - I '.-r-, ` , .- I I (SEE SCHIEDULE 04 I _;iW4 I ! I F .J­,-�', : 16) :-� I "I 4�,11'1��,� `�,- :�, , �)", �� , ", i 1�,,, . I , " . - ,i 1% - �. - �. -",, I I I I L "S:.1 C I --t i , ,,, - I ,, -) : (i � 11.1 � � 1 - Cl') i 01 1 I- R I - 11�­/,,, . � , , " " ��111.1, . I - . � - -, IA � , - . , , -, I . � a- -4- - Ili ___ 'L - " I "'. � rL Il. ! : i I kill I . I ,�� 11 Fou . It SEPARATION I i/.,* . 4, 'i '9 A :L �111,��, " " 'I i : S PARA - _ tE , GLZ � - on Mo Sit ew� A to CLASS. I Im - AMU : 'so" 0'" r4ri .,�� � 1� 1, ': �, �,, I '1111� I w (SLY SCHEDULE �1� I I ttyvm 0: % . ... � I I SEE .Ep� ,I 'a" =Dr I I .1, 11,111,111 11 I : � OtASS I ON SHEET 3) � PANEL LENGTH ,,�% I (SEE ScMEDULF Of, Il ) 0 " I "I., Ill iml. SEPAPAIFON TO OIL ASS I 'L� MR.. I I I ON SHIFT 5) I I 10 ! PANEL LENGTH : -1 (SEE SCHEDULE PANFI, LFNGIH : (SEE SCHIEDIAC I COW,MTF ANCHORS I *11 (SEE SCHEDULE ON I I o (SEE SCHCCIUUE I I ON SHEET 3) 1 ON I I I ON SHEET 3) SHEETS; I THROUGH 1% I - 1) i In I , ; ­_ ,-,f ,�� . �";.U,�,l 1'T,,',,'.,�,,r,.' '41"';. wx i OF 'L' =Il i . C1 ) 1 =N94 I i I ,�, , ',� � ." " ,;)� V r ., 4 I MAX ( , .. 0 ��, ,t-_ ;5F � �- ,7777 I WIT I or 'L" I � i - cl) E.D. ��jld'��,` � - - k � 0. wo S. I oc 1 � 7, . �,., I zj: , ,�, "'."'.,.�", �. ,,,!,. I MAX ; �1� '' "" t �:.,. � �." " � ! ;;" 1 L ` I 11" 1 , �;� I , ��, � � � I " ,?_,�,'I,4"'L��,`� ,. , t'. - ::,�` r O �� A-1 t ` 1�jll � � ��. , I , I .,�",�, �.,.!�. EA ��j,�"'��4 . I " E.D. '�' , � �:,�� I I i - ��m "'. ""' I . . I I I � - :�V,�,,,�' 41 � (� ; . ,�, .'. �." I " I (54 " " . - "I I I --- T-----r - "I -,-, EXISTING �,�;, COKKT;oor, ­4� : a 12 )/2- ac. e . I � I (AS APIAUCASI k I 1.11, I I , , , ,I,/ @__ , I � �4, W;"WX Ressissis Nac It, Sam. OR 1.11 11 I/ "U 1/0- I - I., - , CONCRETE BLOCK I I . WOUIRED. I, , I I I CONCRETE ANCHORS 7��, I (SEE SCHEDULE ON " "'4"' I I _1 I - - - ,;111 t" � I a � i6- t I 11 /;.c , - - , . N:1 "us 0 THROUGH 10) , �� � � I "t - I' mil - " I Wj*ONEY *w% SIOLM ,�,A'J ,�! �, , - - - �,T,-j, :� , : , , �, L � (�� ' * r; . J'W,, ARE US : EXISTING POURED CONCRETE OR CONCRETE BLOCK ALTERNATE CONCRETE. : _.W5CNQ POURED CONCRETE CONCRETE AMCIIORS PANELMATCS , ATTE AFT USED REOUMED, ANCHORS CONCRETE start( m1EOUIQEO. 0 STANM W/ STUD (SEE SCHEDULE ON (�,%gmr�,.- SMrrrS 9 THROUGH 10) 'a) BUILD-Otff MPUNITING wm, � NO SCALE 3/9.1' MOM WALL M0UNJjj1,,6&QT MOUNT SCALE 3/6. I' ..... of" NINR% w- V'I,% ; I!W- .... , � , ` ... i�­--?*\ .... FLOMDA BUILDING CODE (Non High VidocIty Hu Icame tons), EM - EDGE DISTANCE (SEE SCHEDULE ON hQ1L_EQ8_QQMwmhm._Qf_5L0m TOP At BOrrOM MOUNTINGS CAN BE I "I : 0� 44167 " I x - * = z * " * , S . _ . 1 7$ STATE O# <Z!�� --- _% � 4 �_:_. __ % oe'.. "��.Ip� am U."Em w 24 GAGE GALVANIZED STEEL STORM PANEL - IILIIECO-esc GLOBAL PROTECTION PRODUCTS. U.C. ING 114. 61 STNV "Lur ONAlf., ft MI. 'L-- X, 1� ill^" 11P. ?M/N" 0 Wit SHEETS 0 Ar 10) COMBINED IN ANY WAY TO SUFT ANY -,,.,,,, ".;, ��i -.,, ,4 -- .2 Wx- f.R.-F, -.Do--, RICAN, (U4)M-?M& FAR (ft.)Uf-sm 20-175 INSTALLATION "" .11y"e. - - M. - 1 AAR - - Owwww ft ,AOW;-T- 47,Ans,- CA-Mo?lt "LIM A 1411 1. a 1 . namm LIL I 1� I Is I - - ­- F I ; I I OHM I wus I ____ ___ ___ ___ __ INSTALLATION DETAILS FOR REGULAR PANEL I INTO WQQQ . ­ � -"­.. ­ ­ . , � " ,,'' ,r' 1 ALTFW"TE LEG 41.8" =EXISTING WIM. I " ',r I ' , I ' I -_ - - , , 1 : �' � - � , � LOCATION NAM ED. SMETU . ; ,� I I I . . � I I I ACIEDUACY OF UIW ill= , I � ,._1 I I �, , 9EAm To BE ctitnlm BY - 'to . . - ,. " I A.- ft ­ . I I I , � : Is REGISTERED ENGINEER DR ,r � .f " 4-4 �� ,� - ARCWIM PRIOR TO SHUTTLR L'' '. r I - � . ,f - : I INSPALATIO!"t I � I I . I � . - I � . , TOD ANCHORS ALTERNATE WOW ANCHO". I I I* ficM. I . , ww Has We." . I`.: - 'I ON I CE (SEE SON ,.. EE SCHEDULE ON EDW , -EG­_EO_ . f/e�2%" " III* ./ - SHEET I0 1" � , '. SWEET a 1) � =_=_� 1 I 7 -i 1/2* 1 1 1 , . , " � ­ � 0 ,2 '/I- as, I-10 'Its I 1/4- - - I . , - I MAX. WOOD HEADER I . I . - 1 112' , - - - I -,, I : ­. .1 I I I REQUWIED , ; I( w.m f=*=� . . ., % ;�/ 0 11 is ..,,, so I I i . i . .1 6� �� i . I - - IM"I N � 0000 ANCHORS - * 2 ' ' 0� (SEE SCHEDULE ON , . :: ; I I � .. i I SHEET I 1) ,,.� � , , LLLL I � ' 10 M., 1 I- ­­', 4 f , -(,:) � FPAMMN TO (1) I L 1 GLASSISE1, . : L'� I ; SCHEME V...-20.11 MIA' SPA01' 3m TO CLASS. - 1 ON SHEET 3) .. A w1m.0 I 'L' I , I/...- MAX SEE SCKEDUL ON SHIFT 3) " � n It . � I - (UK FOR wm i I 1, S'.V.j- 0 PAN LE-4 ; I � 00 r-41"I .L* VAN : Av I I ., M ARS, SCHID1111 1 (SEE I I I - - -- s PAWL LENGTH . I LROW VAR Y-40 ON SRW S) I (SEE SCKETVuE I I uzri I * 11 , 1-ON SHEET 3) I 1. . � _1 I I I ., 1' I , I I 11 i -.(D 11 - - ­1 � � _1 - 1­ `.�­­ ___ � " - - I DUK IT : f -0. I OF ILI I C1 ) I r I 1 (0 Mo I L.___j I I �, ) I � '4, 4 I 0 12 1/2- O.0 I v- I . --I I E'Q . " . . . 11"81111 A'11104:=;� No : I' i 11 � 11 � A K� , . - I . ! , , ALLOW, � I ED �, � - 4C I I I - I . _-4--_ " I 1, 1 , 4� ? !., .11 .I.- . - f � I .. ..., � : �, ': � I - 9;Xv R_ 2".4" , I , � � I . .- CK COUIRED FREGUI Wool) PLATE - -, .. i I WOW ANCHORS RED . . WOOD ANCHORS � - - - " I � (SEE SCHEME ON I (SEE SCHEME ON , L' 5/4 , . � � � - f SHEET I I) , _ _ _ ��_ : � SKEET I I) I- . - I - . � - - ___ __ __ - i I - - 2' Win - - . �� , � . , � CrIum! LAN BUILDOUT MOUNTING TIP EWOR MOUNTI ALTERNATIVE SW ALTERNATIVE 4 SCALE .S/3-1* .000" - ii� K r/iN,*> SCALE 3/6-1- Faissm'"O."I"t � 4 , * "�r - �" '), . I ,E;I� ..-A , 1. Nom: . i; I . . NO. 44167 '.. S FLORIDA BUILDING CODE (Mon High Velocity Hur cone Zono)j . I. INSTALLATION ARC ONLY VALID FOR MAIX. A.S.D f*j TOP As BOTTOM MOUNT114GS CAN BE DESIGN PRESSURE RAIING (pe.0) AND PANEL LENGTHS I'... - - w *i am IILIM Nt 24 GAGE GALVANIZED STEEL STORM PANEL I'A - S TATE OF .*A � ON COMBINED IN ANY WAY TO SUrt ANY AS PER SCHEDULES ON SHEET 3 . ft *� k - , - . . ,� 0 � 'd 5 - .L 'Z��,.��, 07/2)/"" 'v io � INSTALIATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD . M.OBAL PROTECTION PRODUCTSI, LLC. �; - /I � DM V", � �.. I MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC .. _�.­ I � EGUAL A L � .WiLsl vrtr DENSITY OF 0.55 OR �'V� I, IW. =_ _� _,_ slese. EAHMRX_r 3331. -am 20-175 v , X� XNA.. !%r. .t.. WARM "O.'"saw, - - RWW1WAAl`I RMA _ 'o. r. (45I)m CA-OWIO . , I I o""Ma "' - - i Pr maj,"quit"wit/worg tkm I nuilif - PA - am I wit L_ . 7 1 __ 1 __ I -111....# (D CD = Cn -0 —Cu > 2 a) = 4­ .bo.j = -0 2 a) C:)- C C — Cm Cu t5 -0 .9.). a- Cn - a) ­1­W0 , a QD = -0 0 Cu 0-0-0 0 -cu -a Fn_ a 0 a ZI q 0 0 -3: CU = C> 0 .4- w U- %+_ 0 CU ;:i. .Cn . SQ -0 OD CO t 0 S? CU 2 SL = II- Cu -0 4- . = -#--a U) - < Ly 4 z ; AMARA` -3 = �/ 0 C= �g . — %7 I Cm �Z = --� -0 g 1u; z; IV; _w I ­ = CC 11011 Het 2! 9� 3; C23 C:6 III, C0 . r= 7C, = = Ls Cz � -ArK CC " -�6 3: - 3; CC - C, = . ;; C" .= u at "t-1 CS; �� Cr. = C= m �:_ = V. C -0 CL. F_ I in 0 - 4: Cn L. (1) :3 Cf) (1) C: CIO 0 " " =3 w 2 < ;z z < _j IL _11AR-0 a) (1) .(__ U) ICU > 0 L_ CL CL < -6-0 0 =3 _0 0 L_ a— (1) 0) Cu m SHEET NO. SH 1.3 I ­1111! F , - 17 IIFW-w Jrq � I 11 - I- - m !7 �� "I'll," - - -Tpq! 11 ql--Ll I - -" V--�- -L - - - END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL (f) SYSTEM '41 1 11 1'1� 1� : �!,� . -J - -� .1 4,(�) 19, Q OR amilf"40.10%. I � , , � , ­ v rm, *= rNAMIF -��;111 " ,,:. AWS I I 1 2' , 3- . -003, 3106 =X oti, , - M.., 4010-14 ALLOY ECM . I :,�',' r �� & qo . Almumm A"" I" It... I 3/4' ,�. I , �11��,; ` " 1� I , '�' 11 ", I - ­ 1 vl:)*�. IOCON a 2' or I '. I - �A " 3,1 11 1.1LIV POURED Cokvltm ," -1 I Imm P Ca A'= A S'.!*C'f* .1 2- - 't �, mrouno CONCRETE INLOCK Ca - , I I i - , rke wow omme I 411 OR(3 x . . . . . I I ,ft 11 - I I �"11� ftwmw I - ` . . Z� 1.1.f-,,,:�Jf ­1 Y.,/A, w " : , 1� . .jf ��". , _j " - I)- - �:­�z:,:: .11 ­1­'1111 WIMm - 11 �1�17 . , I , -1 ,�'. . 4 �� �� - - .- I ` I � " - ' -// " "I I F�l �-; Ix",/" �. - 0 12' Ot 1 2* : 2* : COS: 10 ALTERNATE Lim I " �, .. VARIES 2. I r S' a&$ cow - t , � 7f) " S* St. W. L .Am 0. ALUM ARM OR , .. , III - 4. Me' 3105 4154 SHCEI POLIfto CONCRETE. CONCRI'm r x . . , 4 ­71-T­ :_. ,N11 METAL ALUN IMENT PLATE . " OL= 2'.4' Woon rKAME .1 I 11. , 31-1. - , 2 1/2- / - 4 -1 ;I- - 1 4 , / , " " ­ - - " . - - T/ / . --- - - - - - tt. - - ­j Me. GAP \L 1/-' SOL! 2 0 12 ! ac , ";All",: a, * as ROfS­TR �0, KA"w4url CAYI. Ah- NAILLE CASE A (PLAW CASE Q (P SCALE 1/4--l' SCALE I/e.l. VALE 1/4-W SCALE 1/4--l- -- SCUD-917 OR CALK-01 L'� I 00 OCO PAMLLMAIX I I f� ­ 11 ) 'a 4) .0 OR ASUDON W= At - S =&CENAQARTE� irING �%*,, 0 AM 11 1.5x :L. POURED ...." L . OR . = =.x .\ r.. I ­L , KI%R I \ OR 2N4' WOW som a, CFO" - (MIX PAWL , mz= --�� .YAKS rRAW emoLo" Ad APPUCMNJ w a 'I) , . � OVERLAP K,ow f" F.e .= r"O's 1�1 I .-I 04 & (D . h :, RIOUNIFT, .�� opeam*04 *MTN) .� �1 :� - � ,'. -�e -., ­1� V1. - It ��"L �-, =jD;,e:!TL.4 NY.,w L, : ,J) 71T,7777777--, 77 ,,'�� �, 1 11, ­� - - ., �.,'.' �,,",L,,�'�.��.�-. - I ,,�, " 1 ie ". I 11 I WOLMO 14 ; , � 1-�. ,�- - ,� , � "I / ,,- - Lt-= - - ,,�,�, 1;,,`,.��,.�'L, :'��,!��:,v�% � :�L I VARIES v -­ I .Ct ORI) \ , "I ,,,, / " PARALLIC. to i 5' M. I I WALL (NEVER CUY CMD VAND.) � x - 0 0 DISTANCE r--77-* 1--M* I / It ) . =��_:j : . /-.\ I., /--i- /,-,. x �Ir, "O".040"NA0,10 , I / / - 0XV.0 ,,, 1q,% SCALE 1/4-.1- '- - ." 1 W� zo� � �:. � . ?�\ -,-/ \- I - .. , VALID FOR DIRECT MOUNT INSTALLATION ONLY At - . W. *... %00111141-..4i 1� . .. . * , aRTIfIEO PANEL INSTALLATION AT WALLS W/ I : No. 44167 . , I SURIFACr LIVEL VARIATIONS WrMN 3/4' a* I A. : ; Ar : . er f FLORIDA BUILDING CODE (Mon High Velocity Hu leans Zone) . - CASE E (PLAN) CAS F (PLAN) 5TAIE OF , � 24 GAGE GALVANIZED STM STORM PANEL A SCALE I/e-l- SCALE 1/0-1 . V01-Ie----..'40Rlo1�...-,4� "'" "I'me, ", OR- IN, ,I- . , I ��- , GLOBAL PROTECTION PROWIS. LLC. Q`/ P.' T,Cce %Z5. \ 11 Z-Izt­�.�,- 4:S 150L .10014 Ill ~ ll�Nl/ i/L.01w -- -­ M-�.- COAL M MIA 177 , 20-175 . I 'YEARL TINN � I - Use ­AW - - Sea K"-`AN me-73-A "A I _4M ��, vw~ . -C WALIUPW.MEI"M CA-WN?10 I am ww n9E!!� 'ej 40111 , I I I= US, . . MAXIMUM A.S.D. DESIGN PRESSURE RATING (padj AND CORRESPONDING MAXIMUM ANCHOR SPACIRG STORM PANEL 11INSTALIATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 8 & 7) MAX &S D MAIKIMU14 ANCHORS SPACING MR E.D. - AS SHOWN ON SHEETS 6 Ar I AN"UGNSUE 11101111 DESIGN TO PANEL TAPCON LAO SCREW PANELNMTE PANELMATE wow WSW4 PRESSURE RATING CurT*N ForTmw LEMCMw v (p.s.f.) FEMALE 10 PLUS IN) 13' ill IF 15, IF IV (tam -­ .. 31 ­--­�- 3 ­73- -- ­ -- IS- -­ I— -- Ij . !!A�71� ­L -- - s-yK ­ 6 1/2�. Clam "", ---- 6 1/2- -- -- a 1/2- -.---- I 1/2- I - - - - ... ---.!- - ... /4 ", * I" ­ � ..-]) 51-01 -- .1 - - - I Ile -.---.-,.. I 2 1/2 , ­­ - - Ir . ­­- ­ ­ a" ­ . ­ or - . ­ . - --- '. -- -- --6-I ­ ­ -- ­ ­­ - t �- f OR LESS ----- --- IF ­­ W --- a.- - - 111* : - ... . f . - - IL. -- -- ­ I IF --- - ­ - .--- 13 -- - - i-3; -- - -- ----- , - --- Ii. ­ -1 . -- - - - - ) - �:) +45. -45 -- - ­ ,. 13' . -- - IF ---- � _; - - 13 � ­ ­17i; I -., Ij F ) IS - OR LESS . 13* 13- IF --- 0 112- - (w) --i ­- IF -.-Ir-- IF -- ­ 13, 13- --j ---­W- I -- 1. -�.� - ( .- --i T)ir­ -61/2' - ­6- 112' -.W 5 . - I-- 11r 11r 11r (TOP) - -..-..-- ­­ - -i­ 1/4. - 12 1/2' 6 1/4 . (Imon') ,w - - __ - -- -.-.-- -oak- _ , TO . 4'-4 -- --- 4 1/2- -- --- A- -- -- 5 1/2' - . a 'f/2- ­­ 4 1/2- I . ­­­... 4 1/2. -.--- - " - ------ 7- - (wrw --Ti-,-1r --- ---i�,:----- T-­­­i?:.­­-__L - -- --- - -2:_ .. - 1. , _-__ --- ) . ,,�k4 . 1. 13, . 130 13' __ a ,l2- 20117011) . -�-- IFOR MAX A.S.D. DESIGN LOADS & MAX, PANEL LESIGTMS WHIM SPACER " IS [ SEE TABLE IIII I USED CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I NW. A.S.D. DESIGN MAXIMU61 ANCHORS SPACING FOR E.O. - AS SHOWN ON SHEETS 0 Ar 7 APPucAw 0. MR ... TAIACON LAG 9CRIEW PAXIELMATE FEMALE 0 PANIELWATE PLUS wm sup" PRESSURE RATING (0.6.1,) mc, I'. ROF Irmo = 1, (Ft.) I r IF ,- 13, I r Is -TRIF -- -- - IF - -T37----- --- ­ --Ti; -- ­ -'-- I]F --- a; mumom 1*0 ) 6 T/2�' ----i---------i7 llr 4 2� -7i---­-i--- 1/2' 1/2- mr) - -- . 1. --r- ­ -1. -- .. ­ -:, ­ . ", -­� -42- ... . I - ------ - 31-0" ON LESS - -------- 6 1/4- - . - - r" - -: .­ - . 12 1/2" ­ .. ­ - ��- - - '. , ­ - 6 Ile ­ __ ­ _L - --- - --- ­ W,qr.-) __ SO rYOPj 7 1/2----- V t a. �#�*�� - - - lr-- -­r I - .. � ­ --.-- 13" --- -------- .� ­ - +45, -45 -75 To -75 , -- . 13, ­13, ­ IF --- - ---- 13' --q,-----.--1 13' 1 III � Ir ­ ­­-.1-F - - - $3 . -- --- ­ 13' -­ ­ ­­, � ­ to . -­-­­­-1­ IW (w) - ­.­ -- IF 13, 13" I�- Ile ?IS may") .--- - - ' '" 6--T/2' - --- 6 Cli� IS 1/2' -- ' * S 1/2- --- ----±--- ­ 6 1/2' ­.- -- - ­ -7, 210 (TOP) - ------ � ­111 A 1P. - 15'-Ir 'a ?'-V -- - -- 1. - ­ �- _1le 1 -- __ 7 1/2- ----- 2 1 /2. __L_ _ __ 7 1/2- ------- --------- 6 Ile ___ ­ ___ - - ­ ­ " (W-n 1) I 3w (TOP) ­ ---i-l�/:F--­ 7- 21­--:-­ I - - '. -- - - -"- 5- IS. - SO toortow) .--- ­.- 13'____ - ­ 12* ----.-- � -- - ­­­­­ IF 13, ---"- -- -­ 5 1/2- --­­ 4W (TOP) _ ---- -­ IF - ­-y- ­ 1 ---F--'-'- ­ - -Tcj� OR olonom) ­ - IF ISEE TABLE ft FOR VAX, A,S.D. DESIGN LOAM & AIAX. PNCL 1.1100THS WIMEN SPACER * USM, CORRESPONDING ONLY TO ALTERNA11 2W ON SHM 6 TAME JI 6 - . A.S.O. DESIGIN LOAD MAXIMUM PANEL LENGTH _ 40 PSF OR LESS 6*-e^ > 40 PSF TO 50 PSF 6'-2- 1 > 50 PSF TO 60 PSF W-101 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTAUAT)ONS W/ PANEL MATE AMAILE 10 OR PANEL MATE PLUS A14CHORS III W/ " T*XlINtjN4 1/2' O.C. . INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1) INTO POURED CONCRETE OR CONCRETE QUICK STRUCTURES I/e* TAPCON l/ef TAPCON -- -, , . URED ANCHOR * I' b.C. V=wo.Lm ANCHOR 0 @I O.C. -9=0. . 1. CONCRETE @I= ,� � *., CONCAM DLOCK , , REQUIRED .� � ,,, REQUIRED I , 1� " . . I , , � , . I I 4) I �; , 'I,.. XD2 ft/.- I ::,� Ile - li ,�- -, MAX �,�'�', IN ,�,. . `X. . . e. �­­ ".:", too ,:1 . . - . , " . EOO 8 ,,, " I ..... ,11 � "'11 ,� � , ; , " ,., �: , , OWV�t` " F 11 ., I V/1, �;��, ; (1) : ; I I I -",...,;a�@ A, I %, .1 ; ==.R., : A I I I I ,L* M. I (./ I PA4EI LENGTH I I I ... . t�­­ I , (SEE ELrVAWW I '. I, F--WAWMTM- I : ON SKET 12) I TO QQLASS 0 ! 9WOUIP : E.DO CONCRETE IRLDOX --- -- �4* LUNIA"I C.�� . I. 1pt It, 1 . Cj) L/I ; : @ i0 a IXW. 1� - I I a ISSEVALs in smem Is 6 IS MR ANC -ORS TYPE ft WIZARD MR NATUNLATIONS WIND WOOD In" . MONQUA AMENCO SP02iM AND WWMN 11CCE MT44M AM BOOM ON TM SCHEDULE. TOW Lo. LESS THAN *MATO ON SCIGIDUUE KOM 44CWA SPACING by MULTIPLYING SPACING 94M ON SO4MU In THE FOLUMANG FACTORS. MR INS OPEOMM TO K POSSM.L REDUCED SPACING OISTANIED LONG FACTOR SPIALL NOT K LESS THAN moa%m woe" WORAICID FOR EACH ANCHOR TYPE of THIS SCHODUALE­ 1,�4'. I/e. Now Tft wm 'RR&III-1 ---.-,- WAWA mom wass 0wj I I � - L, 3 7- ­ - " 3 31/2 -- ,., � DR... N ---mA mieftmosimmitow now I ,/I' -2 Yr- - - - - -- ­ -- r . -- � . . 3 'Ir 1-1 �; : --ci) ; v Ail.. i 0--scPARATION 0 TO GI.ASS, ­ I I 0 %A '. - , . I ; -.0 M EXISTINij I GLASS I I I : .. I *L* VAN. I A I 1. PAWL LENGTH I I (SEE EILEVATKW I 0 I + � I I ; ON SHEET 12) I I I I .1 -- - 9 I t-- . ::, . - ,� - � . . :�.?,�""".,; , , "', 1`� 'I'll, . , r - I i ­ OD I I ;11 I a ,,;;;, , !I. �­;,� i . =0MIYOK."M .o� �­ " M-W CONCRETE ft" RECRARED I ormw . L . - ­ A ­i � �.-� .11, ­ ., ="�2Z�1�� , . - I �11, -­.w CODE (VAUD ONLY FOR PANELO) INSTALLATIONS AS PER SECTIONS I THRU 8. ON SHEETS 4 & 5) MU. A,S.D. DESIGN P` .W (P 6.0 r MUO" ANCHORS SPACING MR MIN E.D. PER SCHEDULE 11111,001 III APPUCmmU: TO swnm 1. 6 ANY ....... or THEM "Ann' PANEL LOOM4 .1 I") WX. .5,D.1 DESIGN PRESSURE RATING (p AS) I VAIDA" ANCHORS SPACIAIC MR M ED. PER SCHEDULE OnDw Ill APOUCAW To IF & ANY : C1 MAXIMUM PANEL LENGTH v TAPICOM SOLID -SET paminuain FINALE 0 ft"amArr PLUS ,W-,,,, - AN TAINGO" SOUD-117 polawn FnUu" 0 PANCLAI'm ZAMAC-WUN CACK-04 to "" To 3�WW 10 � �'* TV 1� = To I I . Jw . 1. I -m- comemmmmm .-..!X-. -3 mcam wxm�o .* ,-a . ;�� OF INIA1 OF +65. -46 OR LESS . I'. F iL- 13' r ­­­ 1 (BOTTOM) 51-4* Olt USES .46. -45 To .05, -65 13, 13, is' is, I 13, IF IF IF it Il2' 1 (TOP) 3,-r an LESS - -2�- 13, _-W Is- ­ � 13 -t -1 _ F , I __�K. _ _ _j_ 13 ­_13�_­­'... 13' IF IF - - - 13; -- IF -- i3� - lk­ --;F­ --- -,IF Is- - -- IF - 7i; I * I j; I- ---- 13* --';- - F --- $3� 13, '- -- IF --j- -- 3;1 IF - ­ii ­1 -- F IF ­ I F ­- IF it t/2' T I f � 7 ii -111, ,I 1/2' imurmw I (BOTTOM r LM- (WrTow) I IF -- IF_- ­-�- I �F- _ - I_ - IF , . _ ....... i.37.1 I.' 3 _ IF F - F ' _ �3 . ;�� ­jyj_ IF - 13' _.L�:­ IF - 13' ­1�:­ IF - 13' IS .- . IF 13" i�'.­ _is- - - -!"- '. -FT-r, 1 3�� -7 j . - - ­L3 �­--!�:­ IF - - ... ... . ­- - 0* -- . � -; k I - _ 1�3 _ f - ­13, 'r 6 t/4' .1 -.- 11' - - - 'il I r I ­ 13* Il* _ I,_ -- 13, . I',.- Ile ,�� - ill /2 - .. --i: 2 Crop) -- 2 19077010) 3 (fop) 3 (NOTION) - - 4 (TOP) . 4 �" i (TOP) a lwoiv�) _�j. _ 2�F (8-.-). _L3L _, IIF __I�L_ IF `-T-T 13 __T _ IF r - _TJ';'_ IF ­ - �3� -T-;- 3 IF ---- - J�-, 4-­K- -i- 13, --- - . 1. - I - IF - -- 13- ­.- � - -, - - . - ,;i� - 13 ' - j3' 1 _ -- Ir 'r I -71! - ±7 - i " IF --- -�- 3; -] tlF . _ " . , IF 12 1 2- FI,!- --!:-. -.---- 3�- -L -� F lk-- � - T- 6 Ile . -- 9, -!I* � , -'3 - S: - _ 3. 1 W7 IF 6 Ile -- -Y - .. -- - IF Cr. IF -I- i /4. I IF 12 llr - r - 1. 13' IF 3 ' -- -- _ - ; 4. IF 12 1/2' -- - 15i -, - ­ 13. - - ­13; -1s;'- -13`- lr--" ­li- - 1-3 --IF 13- 1.r it 1/2' a (w) --T- - --IF- - _ ­ 5 Tir ­ - 12 1/2'12 -V- -- 1/2" -A- I—. - - I . I ". �!f-- 6 Ile - 6 t/e -IF I- :,.... �-. . . . _ _ �S ,F I _ � - ­ It Ile 'r I -IF -- - - 3' 2;: ­ -2i 13. I _ 13 . _ � -ijL - - . , 4 1/4 --- 32 1/2" - -F- - .--!*.- ­14: 1 IF iF . -1 .... . - ­ 12 1/2' i -1 -/2-*, � ­ -7---- �� ill* o ­ - - ­W- �� � ' - - �' 3 -1 � I_ F - ---- -1 - ­ - - -I" 13 . . . . � r. -­­­ - - - 6 1/4' -- -8, - e I . 3 � I . . -- - IF I, I/i;l 6 Ile ­S* - ­­­ - IL12T - 11 1/2 11 1/2' i - ,;v 3 (IOTTOM) "-- .­Cw) 4 %0011-j ­­ - 1 Tr- 5 (BOTTOM) a (top) i *�--y -ij- ­- 1. . - IF � - , , -13 ­­­ .1 . 13"-- - --- '. -- - 1 � 51; i�.J. � - - - - 11 - 6 I /el ­ir- i'lle­1i ­­ 13: _ 1 ,,;._ -- - -, _ 4 S ji -----.- - ­!� --I!:- � �j 6 Ile 3� S* 10 t/2' IF 1. 13. 1. - - ­ 0 1 2 7 1/2 10 !�2 - _I -1/2 7 2 __jL ,- 2i:-- IF ­ 2 LiL 0- _ 1 I T!M- f OM) -_�� - �,,-,- TO 14--e -!�-- I �!­ '.. JL L 1/2* Ir a 1/2, 0 I/2115 1/2 IF 5 1/2' t ,5*-r To 1. -1. J . ­L _ 13, -- --i; -1 ... __IF_ 13- -- ­T� - - , ­ 13 . ---- I . . . . . . 9 1/2 :�j . . � iF- - -,--- --131- 3� __.!_ . ,F. ­­- I , -!i-­ _L3. . Til;-` 7 I1r --- ... - 1. ­ ? 'Ir I 1/2- -- -- ­5-,ii; -- Y;­ - � IF ­5' - F --- , 13, - w -r - - ­ - -sw --- - � t IF. -ir - - i--1W i -!A! ­ IF -V . i ­­ Ir --T - 37 ii-iii� - -,W-- -. . ­- ill 1 _-1751737 I 36TIU�7 -i-y . �� - L1.211 eii Is- ,3. __ - - -TX -.--- IF �F' -T - it i7iv , -,.--- 1. - - ­ IF ­.- - - IF - .A�- . IF �1/,F -71j .6 . ,O- - -­­ IF I 1. - - it' li-l" f 8* ­ 13" -- - 6 1/2' --- -!,?)--. 1 (410117110m) -- - IF - 6- - - 13F - ­.. - - --- __r_ --K- -In_._ ­,3 -*­ I . --- -r b' -­ r ---- I- ­ - - _41 _ . -:, r I - ` ,, ,� - ­4-1,4,4, _ _!_�7 _ ir - is-- .. ­ �? I /v ­. - _ _Y_ _ --!:-- IF .- IF to _1/2 " -1 -i-ii- IF ­ I 2 I/v - A 'Ir - - - 11; --- IF ��" 23' - 11F ­ IF ji-;74� --- -1 _ ­?L _ '. - -;-- ; -T3; ­ I— ­ 13, v ­ !- -�­f 7 1/2 ­ 0 112 I --T�ii- to �12 ------ - ----'- 4 1/2- 6 112 .--- 7 1/2 - -- 3- ­ I r ---- is- ---F---- ---- & 1/4' ---'- 9 1/2- 4.1/2' ­-1-1-1 6 1/2' ��. � 0 Ile ­­-­ F 2 (TOP) 2 (DOTMM) ,-,------ 1PL-L- 3 (90110M) 4 (w) ­­ 4 (borom) - .---- ' - - - ( i TOO) - (. ) � _ , . Tm�ri-;i i 1/2' - ". - to, T--- I/,. A- 1 ,-- - -- .. ..�O 0. " IF . - 6 i/2' --- 11rj -.---. I/F - . 13; 5 1/2; ­ i (FOP) -- 9 1/2 0 I/I t4l 'i 17;; -- - � 1/2- - 4 4 I 4 I i /2. z 9 t/2 r ! - -- V3�­ IA- - 2��L/r E _� IF 1/2 +1 9 1/2 --- -i li4 - -- - - ­ A- IF --"-,- IF - ­ III 1/2,12 - .r I T --i;- I W --- IF " IQ , .. 10' '--'- 1/2' _--", e --- : a- - _lf__L -- !IL-111 - 4 L/r�3 i 1/2 -t Ir _ -�4r­.. - ­- 'Ir . - -I 3: _I .. IF ­­;. 5 1/4 ---­­-- 1/2* !­­--­. 7 1/2. 1 �21 !-?)�Z:. 'i 1/4 - 3' - ! IOCaOt), �­Tn)-- 3 MOTTION) 4 (TOP) .--- 4 (morrom) --i­ i - q31 _ ". � ". m I - 107 ___i �� a / . '. -- 5 1 7 - 1�111'T-, -- !_�.�I/27 7 �F2 --- - - -;" !�- - - 7 ll- i I i ". I , - _ ... .-- 1/2. - - - - "' F I _ . � ,_I . it , -- -. 6 ' ' - I - li---� - 4 z : A,: ­­ . . ,;A� . - -i;-- - .- 'l: `J� F T, .. - .. . 11 . ----T- _ K ----- . i-I � ? - - . In- _-- - I - - . ", '"t - -- " (TOP) -; - 1; " -1 -- - 2 - I. 6 I/ 2 i'14 _ j_ _ F _ l _ 13- - 1 F '3 ;10* _- 0. 'a _ _ .i�� . a I �i� � -�',', �.-,��,i-,;:i, i'�- -. �, !, , - -;;." , .T-,/.-, - -- - .0 -"//, ! " " � , ff, - .! (111OrT0M) Li 6�� = /e - T)4-18 1/4-15 Ila . _ _ --- -I i -i4' I _ -- - _f - -­ - _ - - - - - , ". 6 114' - - . I/ . 6 1/4' , , i . six ow 11 MR AN04M rfK * Sww TOW RWALAtod WIG am Fit" &KOM A, � MOM WORKS, AND WN" EDGE DISTANCE ARE ININATED ON 00 SCHEDULE FOR E.D LESS TWA# OMCATM OR SC3,43tivut REDUCE ANCHOR IPACXXI w WAW"& 004-M SHOWN ON SCHEDULE IN I'd fftLOW4 FACTORS, I= I" OPERATKAI TO K POSMU. NVIUM SPACS4 OWINNED USING th" SMAL. NOT K LESS TION NORMAN SPACIWO POKATES 700 E401 ANCHOR TYTI ON INS SCHEDULE ANCHOR T09 . ,'4** _1__ 1/4'. _ _ 1, I/W! 1/0. Ile. - 1/4'. wpm cam-mr, i = �� V..t-fmw CMU- wmwim ANDWIR VACM (k) - 3 3 1 3 2 'A- /� 2 !�� 6WRAUM- Poom 60 - 3- , ,_� ::�_ ___ .. , 3 'Ir - - - � �4 DATTRAC, � : , .1 1 ; i;�) --- -5 _ __ , ".� _ � , "ii; -- - 2�712 -,-- ­ 3 1 AC1111111111. m FAMN I - I Vr , , .. - �-- - -- - - -- - - - I 'Ir - - all . - � - - F - - - ---- - � a" .. .- -- I . I r call .Y. - J Im - 9.43 1 ­­ - L - � - I 'Ir 1­ . I - I ,RD - - ---- . LOD I � I Im - I- SPACINGS ONILY VAUD WHEN WADER @) IS USED. SEE XRE 11 MR A.& D. I DESIGN LOADS & WX PANEL LEWIHS WHEN SWER " IS USED. -- D&L& A "D. DESIGN LOAD WIAIOMUM PANEL umm - .- 40 PSF OR LESS --- 6'-$' >� 40 PSF TO 50 PSF 6*-2' 1 > So PSF TO 60 PSF 51-10* - A Mlm. PANEL LENGTHS ARE ONIX VALID FOR RMALLATIONS W/ SOLID SET ANCHORS & */"SPACER AT 12 1/2- O.C. - L - . - ANCHORS (SEE SECT40NS & ALTUPIATINES ON SHEETS t3. IA. 15 ktfi), ----- L I----,----- - � 3 " MAK, 0- A/13, R-2A/13 --3A/14. ft-lep -21/13� It-30/14, F wMx : I � D.M.,(�.). . A & A I. NON. ,- I- .. A-IAW/15, 0-2AW/13. R-3AW/16, * 111-19W115. 111-281111/11� R-30*/16. - .- -- - -- - - - I - -- -- - - L . - . . I I . . -- - L - ­­ " . -, , -- -'- , : L I , (1) .1 @ , � � - 6 0 0 0 0 0 6 - � ------- I I -- -1 . I I I -,-----,-- � r ----- --- 7- 7 I -------- - -­ 7 - " ............. [----, � � i I 1 --- I ----- I I i i ! I I � : I ,I � II I i I I I ! 1 i : :, . 1 1 ! ! � � L I I � L I � ; 4 �, I i i i - I I j I : 1� , I i i I ,� i I I I Li ,11 I ! , 1 ,,/2 . . I I- . I . I I ' 1 " -0-zow S�S BOL'S *0 I ; � � IV � . i IUSE r0P PANEL LENGTH 7 NX , : Mo. ' � ,\ PANEL UEHVH ' - OVER I'-G*) I 1 REGULAR L PANEL i , REGUAR STORM PANEL : W-4r 0 +40.0. -40.0 p4J - . Z4' . �� , ; I , . L , \ � (W/ OVERLAP Mo pAwn LENGTH Wom I - . - � - , , ' ­ I .0_ .-.i.--: -�+ -1 - ­ . . - --------------- i -m�fl , � : L I , . . I . '� ?*-4' 0 +60.0. -MA P...I+ I I UFL SK-,-,-4.Iix; I : ! !� L ! : I (W/o "KAIN MO PAWL UMM 901.1) . . � L I . I -7-�A . � .1 I -- . . . � : I I - USE 2'-V MIN. PANEL LESIGIN I , : I � A�-, � 1/4*0-20.1' - .411`� � . � - I I . - � - .1 AT ALL MOL"twm _O�� I SLS BOLTS w . � I I '�� ,, 1 . -�. ; � : . I AT EA OVE. � , I � I I I �' . I ­ - - - - ---- -1 I , I L -- - - I ­ - � � . j- � ­ L ­ L - I I - � ­ -1 '- L, - � - - , I . - � a --- , - � � I k. � - - 'I � 1/2 -6-1 I I -0- ------- � : - - I � � I i L I , I I � . � I � I . . I - .1, ­ - . I � -1 . . I . ­­ L ­ - - 1. I L - � _ I . � , - - . iI .... � - - - .1 I - ; � �' - ­ - L- - - - i I � i � --- ----- � ---- I ­ I.... . ---- ' � - , t��--- -I--,-- - . -- _ - _ -,------------- - I . ­ -1 11 6. L� Le. .- SAFETY - - I= - , ! X, �, PANEL BOTTOM CORINM I 0 D.M.'(1), L---.-.---- �� ­_ _ - . � I I . ­ : ' � ---�Ki� L ; . I I -OVEM.-P- OVERLAP-' . � - . of @ *ING MO At OffERIOR . WING NUT AT - 3- Milk LEfT PANE RIGHT PANEL 3 t INSTALLAY04S ONLY VAUD, FOR WIND : iaAr, [ I I I* ON. R-IA/13, R-2A/13, R-U/K It-n/13. R-3B/14. I MIN SPEED UP TO 170 .Pn � _0. +R;11111/13. 111-iAW/15, P-2AW/15. -1 W, 10. _ ­, -5. R-211111/15, R-39W/16. .- --- ­ . I -ANCHORS (SEE SECTORS & ALTEOMYTVES ON SHEET$ 13. 14. 15 &16) I L . - Ile Mo. GAP ANEL J) ELEVATION (t) - . - " I Al, CD -N tGULAR 2.4111. SCALE I/4--l- :C ' 'I REGULAR TORM PANEL (NIN, OARDAIN _-t� INtOLF VALM "w woo-A4, STORM PANEL ' � " 2 � 1=1 112 'it � - .­ 4=�X94YZ� ­­ ----------- ----- � g- RA- " . .- ----- !,..rp1 ;e,',�. -� - ­. , I - - � -� ;��, r � L ..... ip�\ ,/e �r - �� ---- �7­- --- --- - ­: rF I ­i* I . ;� - , I *- .. -�T Kt , ;�':, \ *' 6 - .:- � MAX, GAP ( it i \, / - -- , k ��.,.AO � ; 11 , I � �. , - ­' , � , . -------- !:­ -. - ­ �­­­.-­4-- ­­ - . - .. L. -, ­ -! -V� �/ __ . ­­­­� -­­ ­z­ - . ­ - �.. � . - - ---- 4-r- I.. I I � . m-"mrr � n, I j: ' 1 2 I r rE SAI&Y PAWL I -i-. .,:. -* -- :*j MORI BUILDING CODE (Nion High Velocity Nur leans Zone) , " " �1� "�' 4- 24 CAGE GALVANIZED STEEL STORM PANEL ONM BY EMERIOR 1�efgj�!-!�t .1 � Itum M. I`^ ,� CLOW PROTE /am DATE 2.5 1, � -*:-'��, IL ECOme � CT*N PRMCM LLC. , < §/Qllt ;�*V�n- .... Am S.W. 51 STREET - M. OWL rL X& =.- E -- "I'les.).N.-ans, 20-175 SCALA 1/4--l' 0�/,YI;0� - am - - PHONE. M-)M-M-% m - or.*" Ni - - �-wwio , R.1 - 01. ItN"Dm&MMWJU.n , I .4 1�� --:�� WAL - - - ! X= Iw 4'.. P. I I Fwq . f I I Lw A . -- - �­- I I INSTALLATION DETAILS FOR LIFE SAFETY PANEL (17) INTO WOOD STRUCTURES 1 1 . . ­ : , . ; �T 7 - .. I -- I ­i .. ... .. I'— � ,, � -- , ", L , I - - '- -' '. . I � , � ,- I I I , � . �., . . , : I I �,, ) 1 , . ; � I I �� I ­L­� , 1 . --- -- I . . 1� . I I I . . - I . ,- I � . , . * ` � -", 1 1 .- W0040 HEADER . - 17 - roo H�hm I .1 - I . i�! . . � fataRto . I ­ - . =zomw . " � - I- -- 1" - : I I ." la'PEL, I I , 9:44POON � , I - � , G . I , . , � . . I 1, , I I � ", I .1 I I ,. 1� ," , � , - . I ., , I - .., , ,�- ,. - , . ON .�, I I I -? , /4-d I � 1­7e -� ,, X,4*0 TAPCON )C , I I -' �i . . - � � 11 i � i,� ... =ANC . - r '� - An OC I : �i I I , =AtC� I Ill " I I : I , I '. I ol - � �, .Ll . I I I I I ,1� ! i "Ir � I I . �� . . . . I ,. :I 1�1 1p " I I I - 0 , I T . 11 I i I . , . I 1 . 2 14) . 1 1 02 1 � , , ) , .1 .1 ., -1 1. '4300 1 j weWs " -e w*AB I � /I. Ile : " "S W*06" � � - . , w I 066m �, :: 0* 1 114' � I I 48 P )/21- 1 I" ,. . Mo ''r L . ,,, . I 1/4' , , I . I I , . I "I ... ,1/4' - , , , ­­ . . . . . -- - ­ 4 ;1 I ; I ... I w- . - I :, � 1, 2 . ----r-" I I I - � � 11". ­­... . . 2 � I , , - 2- p I 2 � I, I I I Min. � . I Is. I WIN, ; I � W. , I , I'll, .. I I I " . ill : : : : I , 11, A; . L f ", , I , I " I I It - , : IQ-, : � 13 - 1 <D I A@ 10 -,. i 9 w N � , ! . '. ; .� . , � At . 1=0 I In 'I �'. ! I -.� � .-VA-1 i �z.-.3,�,a 4 1 , - � I 111119*� r � t . Las . , . , 1 =4 - mwo ; I - I -- =-.=, I : Y' , ! An 'im, own I . =*Ii � I I tow Own r�) =111 : I 'r MAX ; . I 0 " : I 'I, Mo 11 C . . , I " ' - . I . - , . , � ;. � 1 �­ it. PANEL ULWGT4 11 I r . I ­1 4 1. - -) " - PANEL LEXIC114 m %, Me. I 'A I EVAMW I ,I* V­ � 1p I-- � I (SEE El 11 . (SEE EIWTON " � Q 11 : PANEL. LENCINI 11 I : PANEL LENGTH 11 . � _j ON SHUT 12) , " I ON SHEET 12� - �--- 'A 1- ,(SEE r"TIONI r - -1 � ' (Skts=T:m 1 4 � . ON SHEET, 11) T . 1�� a- 2) 1 1 1 I IT - --- I : " i "m v I ! ­1 I . 1`1 . ,� ,I t � , - M� I -­ � -V,-- I &­--SEI i a I' Mw,. ! - I It- SEPAMINGIN : 0 � - PAPATION, - . . N M GLASS. �i , N TO GLASS � I L/' II -SEPARATION -- a 11 low : Oi) , (D a I 11- SEPARATION 11 . 0 2 1 11 , I I I OLASS. : 1. I I I I To CLASS 'I -� I - f J.� � L12 I : 30 " - I � L---- " - 0 i I . I II � -1 L- ' I EDI " I.% '. I 0,2,/r - . D I Eb . 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SECIION.R-JA * REGULAR PANELS Q LIYU-42WANEL III, REGLARED, tONCRETE ILOON- R-ZA 0 REGULAR PANELS &I" REQUIRED CONCRM 0 NX&HINEL ko" PEOLOU WALL MOUNTINGS SC,41 3/6.1- - tPNIZ .A10 & �:. F/I ", WALL IdOUNTINGS SCAU 3/11.1, SEE SHET'S is a Is Mo ANCHORS, 4140= vm Ile. "INE At SPACING FOR INITIALLATIONS "ill to" 01100 14" "-M" AND MIN. NOW" ANCHOR SPACINIS we"A mom VACM o,L) 3 __ I �� *� (ft) ';- metammo.4 .�,;;�-*-;T _ 3 -*--j*'-- - som"qEDILAV'43" T& =W=6 ON SCmwULE "[MrA ANC11011 SPACING AN MIA1,11 "ING SPACING: S"CWW ON SCHEDULE By tK roU."M fACTIA'S AUX ROME � 90 011011111t , L , 'IF. -- I i/r -- - 0­30 Dal 'm TIRE OPEPATION 10 K POBSGLL REDUCED SPACING MAP" k4M FACM Sm" "In K LESS THAN M.Aww VACUA, INDICATED MR EACH I #jf:lm ,.E 0. na SCHEDULE 3' . 1 311 , 2- a" 1 - . I I INSTALLATION DETAILS INTO WOOD - - � .. r... I r � -I - ,�� .1 h . I;j . , ­ I I � � � - woomo HEADER .,j . -REQUIRED FOR UFE SAFETY PANEL STRUCTURES � ". 1, , . - I 1. [1: L' - - ! � � .1 � WOOD HEADER - . , - L - . I ,,, 1'' , . L - ; REQUIRED 1. � I .. � , - -- - , 1 . 1. ,,ii - Z / % , O.C. ..L I . , .x � I I . , � , 11 , " - - -94.14r. O.0 , . I , i X - I ,�! I . . , �! ! I 11 � . I , I i :j. � 1 20 .1.1.11 , �, . . , . �., I I I � 20 i =' I i'12- -, I., 1 i t- I/e � . I I ,,.,e mom 0, - �-, 2: I -] _j__, I/,. � I I , t . mm. . I I : i --�l WA - L 2' � I I I L �, . I I .1 I , �l I . I "I � .1 : o L I I "', I I . . I � L � I I I - I I I ;r. - - '0 L : I i I 11 I . i I 11 ; -1 .1, I .111), ; --.� - , I ­. I ; ..: I I ,..--r-�-!-p I I I LL " I I �� - . : . It wum., -i � ; I i: I i , 'L* MAX. !� .. -L' MAN U .. - t. PANEL LENGTH i I � PANEL LLNGTHI .1 ,,, (SEE ELEVATION " I " (SEE ELEVA � 1 "O" 0 1 ; ON SHEET 12) . ­ . . SHEET 12) 'Ir ­ 7- I ON 1 ' I I it :� : � -S�;. : � - I I 11 to GLASS ! -01 4, L L � - ­ L I . I I 0 1, im,'.. 1, - cl) , 11--SEPAUTION : A I f 0 GLASS. I It. I I.,/2 I L -7- I 0 : I - --j 11 0 �1 L� -� - 0 ISVIr. 0 , I , I I I- � , - I � SOW L It L , � ,� ARNIM - � 1 T, ": I 490" 1 �L I � ED' , I '. � , - - - I I EQ L' I , I I � � _ . . t I,- - -----�- ; , I I , . - � I 4- - � --T- , I . , 2-.4- WCQQ , "' �� �� 2*.A, WOW-. -­ � .; - jL PLAIT REOUKO . I �' ;,; i/4-0 PANELMATE PLUS PLAN . REQUIRED � I I , . 1/4-0 PAIArt."It PLUS - 1,�: - T� ANCHOR 0 12 I/2, a C I L . L : 11 1.i.�­,.,:­ 1­ L � I I 1 - I � ANCHOR 0 12 1/2' OC I , - I L � i.i ; : � . -.1.1i'l. . Hm - NGS UL6rs 1811NEWOL .1-1.1"Y'll" lik A 1401's 1 .,... I ...... i.......�� 'Ar :.., ..-.\ : "167 ". I FLORIDA BUILDING CODE (Mott NNgh Velocity Nu cone Zoned * * ,k: . 1 I cc .3m "Am. A`C 24 GAGE GALVANIZED STEEL STORM PANEL to ORNWif or I . INSTALLATION ARE OWY VAUD FOR MM. A.S.0 DESIGN PRESSURE RATINGS (ps,f) AND PANEL. 1. SIM OF ...: . I , -. qOR - ' - -- at/"/$= LENGTHS AS PER ELEVATION ON SHEFT 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .... . - ­ il�' ILIEC0.11111: MOM PROTECTION PROD=. I.I.C. 4= SO. 51 27W AM DATE mEmBERS 70 BE SOUTHERN PINE No 2. W1 SPECIFIC " / y4-w I �;.O.. " MXIL 11. 33314 2�E7V A" " ns')OW-456f, Ift DANMAA�Nll 20-175 DENSITY OF 0.55 OR EOLAAL o�owle -.1 � - 0 ... *� . VIANY O I WAA*kl",W - _ _ AW - d=,m ... OL I i - - I I 2 i 1 A ow, 6 or is -11-0 a) (D = -0 - > 2 C- ­- S `0 2 a) a) a- CD- C o 2 C . - CM Cu .#--a 0 -0 (D -62, Q- Cn - 2 a) -0 0 0 -0 -a -0 C 2 a) ICU C 0 0 - u- %+­ 0 - CU > . - w co " ,,, CIO 0- C-- � Cu .102 . C 6) ca- < a 4 z z w mi % 4= 4111:21 - �: C�) . . C14 '� -0 X-C -w C 0- .!2 M - An .0 = ca I IS .x 2 Ne jo .5 m W C6 5 = 'T I- = :lp C2 =� -cc 9- 4.1, 1i (a 3� `­ M CP w �= = - La 0) .= M.- = = �� 9Ca -,- = �= A, C3. E C5 w I �s Cn " (1) -111BB-110 #--a =3 U) (1) C: Cu 0 " " =3 LLJ 2 < z z < -j (L (1) (1) WWC U) Cu > 0 LOON CIN CIN < -6-0 0 =) ROD 0 LOON D.R. (1) U) Cu m SHEET NO. SH 1A, _T1MWrr_W"FI I "IL11=111IRM"r IREETT C� L4 *EZI/18, EZIW/18 ANCHDRS (SEE SECTION Ert A Ainlourvir EZ1W 0% wr Ill) (Sri NOTE 2) W/o Wo LVA"skim wrt T� PANII At 2 PER L crip I 50% OF 'L' ful4t) PANEL) jINTERtOP PANE0 (IWtRFOR PANEL) ONTERK)R PANEL) (END PANEL) MAX W NOTES 2. .3. A SU NOTIS 2. 3� A IF of 40f, �74 J I 1 1 1 1 (nrE UCT.ONS AS APPLIcAiax) 00L AD% or 4' 1 1h J. 1-4_T4!4'4_!_TLr4t­T --I f-� -1 t, T"- -f I i -I T- -J-,L.L JJ SEE NOTE 4 3' UP. SEE I' M. I-b-40 ANCFow (Sri skmo. Ezi .�'t;ikurvr iz,w ON SVW 18) EZI/18, EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PAN L (T) SYSTEM (t) '�CAtf 3/32*-1- SECTION A -A SCALE 3/32--l- ENG11`\JFEEP�INI-3 EIFI113114110ERING 1EXPRE88* PRODUCT F-VALUAT113N REPORT September 15, 2020 Application Number 1711109.1 - R2 EX Pro" Number. 20-31543 Product Mantilocturer AJI Arnancon Shuttons and Glest Mentiftecturef Address 1540 Donne Road West Palm Sesch, FL 33409 Product Nams, A Dessaliptlarr 24go Goiss"od Slasell Ssorm Panels Large Wd*fo Impact Rashatom Scqm of Evaluation. This Product Evelisibon Report Is being Issued in accordance with the requirements of the Florida Departrinerst of Business end Prolosslonall Regulators (Florida Sta" Commossisori) Rule Chapter SIG20-3 006, FA C for statewide acceptence par Method 1(d) The product noted above has bow WM#d andtor evaluated as summarIM herein to show corrollanco with the Florida Building Code Seventh Echlion (2020) and is, lot Me purpose intended. at least equivalent to that required by the Code Re-evolusition of this product shot be required following pairtmorst Florlde StAlding Code modilicallons or revisionis. Substantiating Des: Is ffl0�0XUCT EVA OCCUMEN72 EX drawing 420-31543 sided '24ge Golvinized Steel Storm Panels (HVHZ & Non44VHZ)'. sheats 1 -5. prepared by Engineering Express, signed & sealed by Frank Sonnardo FIX is an integral port at THIS Evaluation Report . TEST REPORTS Uniform stalic s1ructurell performance has been tested in accordance with TAS 202 test Standards psi test report(s) OBT-ASG-17-M by Blockwoster Testing, lnc� Law missils, Impact nouganco, and cyckc loading performorics has been tested In accordance with TAS 201 and TAS 203 test *Wdwde per test reW(s) OBT-ASO-1 7-001 bor Slackwolor Testing. Inc. . STRUCTURALE Structural engineering Calculations have been prepared which evaluate the product based on comparowe andfor notionall anstjosis to clumilly, The following deep criteria. 1. Moolmurn Allowable Spent 2 Minimum Allowable Span 3, Minimum Glass Separoficir, 4 Anchor Spacing 160 SW 121- AVENUE SUITT 106, DIERFIALD BEACH, FLORIDA 33441 (954 ) 354-0660 1 (866) 396-9999 TIANCENGIN91 MING EXPRISS.Ca" Ax LAST PANEZ 0 TO HE NSIAU ED AT EACH OPENINC SlIALL ALWAYS Of PRfAADEO W1 REAR HANDLE TO FACCUTATE iNsTAL-Alior, IF INTENDED '0 BE INSTALLED FRO M INSIDE Or STRUCTURE tarl.5- (I) OILFINJT)ON_QL_1L81U� E-1 14MU STORM PANEL CONSISTINC. OF PANEL I C-t TRACKS TOP & ECF7TOM 0) END F-MELS SMALL ALWAYS BE CONNEC".1, 10 a(WOM lfw:k OtHERWISF A STOO RARTSsIALL BE I'WIVIVILD AT -Or Of SUC14 PANELS. (3). IF 64t, PANFIS ME CONNIFCTED to HOrjoM TRACH, CONNECiloto S0114i CONStS1. OF 1/4"0-20.3/1* M.S W1 ?/8'o0/A?' W-NI; NOT 0" 1 /4'01x3/4" Uill rH'jMtJSCREW INTO TAPPEr) Eongm TRACk LtJCATQN OF FASTENERS MAY BE A' EITKER OF TWO EXTERIOR I'LA7 FILANCEIS Of END PANEL IN CASF 711AT LNO PANFI.5 ARE NOT CONNECTED 10 BOTTOM TWX 6 r� A 5701" W IS ONI. Y USLO AT TOP) AT IEAS- TWO PAWLS SHALL BE CONNECTED TO BOTTOM TRACK USONG SPEC4, INDIC.A110 ON NIXIE QnEv IN SUC. CASE, CONNECTION OF �AFIFL', TO BOTTOM OCCOR AT ANY PANEL (OCATION t INSTALLATIONS ONLI VAUD FOR WIN,[) SPEED L. To ! ?o t,, p 1, 1 Hkirricane EM-31NEERING Page 2 01,2 All American Shutters and Glass - 24p Galvanized Steel Siorm Panels No 33% increase In allowable stress has been used In The design of this product. Separation train glazing is not required lot insolallatlaras outside of wirki zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demons&otod as evidenced In previously Filled test repan(a). and is accounted (at In the engineering design of this product. Wind Load Resistance This product has been designed to tessist wind looft as indicated in Me span schedule(s) on the tespechve Product Evaluation Document (i.e. onflines"no dtawing) Installation This product shall be Installed In sW compliance with As respective Product Evoluestion Document 11 a engineering drowing). along with all components noted therein. Product components shall be of the material ap"ed in that product's respective FIT oduct Evaluation, Document (1-9 engineering drawriniv) Utinitations & Conafflons of Use: Use of this product shell be in strict accordance with the respective Product Evaluation Document (te ongirseefing drowing) as noted herein All Supporting hos! structures shuall be designed to resslat *0 superimposed loach; and *hall be of a material liniod in this product's respective anchor schedule, Hood structuis conditions which we not accounted for in this product's respective anchor schedule shall be designed for on a alte4pecific bash, by a naphatrod prolossiones! engineer AN components which are pernminently insisted shall be pr~od against corrosion. contamination. and other such dome" at all Times. This product has been designed for use w1hin and outside the High Ve" Hufficare Zone (HVHZ)� Frank Hennardo. PE ENGINEERING iDWRESSO OPF(KA6549 I Can Auth ()895 160 SW 121" AVENUE SUTTV 106, DEERFIELD BEACH, FLORIDA 33442 (9S4) 354-0660 1 (866) 396-9999 ENGINE FRINGE XPRESS.COM 9,M T-% I LL 'j VW \0 JL IN _T 0 F,'7�- to F.- �­,_,,, 1- 1,11 �_A�l (�� 2 Us 9.14 "1 kl w--ow LU i titt, E _L_j_ - him T, "o Ed IT," A.I. AM, INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL(j) 1KT0 POURED CONCRETE, CONCRETE BLOCK AND MfOOD STRUCTURE CONCRM Kwx ".0 TAIscoti IT: ANCHOR 0 12' C.0 REOURM 1 -0 Y 93 /4 APOON GCjW_ 114PI* HEX HEAD TD, 0 C SCREW 9 4' FROM EDGE OF EDGE Or ED 2" Ll 1/2 IT 1 '12 0 I SEPARATION I u-I 4 To CLASS SEPARATION I -k "61 kAAGNUN1 POP POP Ss TO GLASS. R%V C1 I awl 01 4s �X%srj MAX. oil LENGTH sX- PANEL I LENGTH so M a� IF ( D lIP-SEPARATION I' Min I It -SEPARATION sal, To GLASS, _01 C SON I TO GLASS OF "L' or -L- It C THUMBSCREW ED r I (7D -1 1/2 P. TWO TAPCON ANCHOR O-C I,. 1/4'0 TAPCON r"";. . . 0 =KWOURED AIXFOR 0 12 C OR CONCRETE BLOCK NCGUotm WALL WOUNnNO WALL. hIOUND1149 SECTION EZI 1W SCALE 3/8-l' SCALE 3/8-1- 10 FLORI BUILDING CODE (NO" High Velocity Hur Tcafts Zone) 1111= MIN. PANEL LENGTH No, 4416T `knw. 24 GAGE GALYANIZED STEEL STORM PANEL SHALL BE 2'-6' 1, INSTALLATION ARE ONLY VALID FOR MAY. A-S 0 DESIGN PRESSURE RATING +/- 40.0 poi. AND 5*-0' MAX STATE 0 /11LIECOsoir /M PANEL GWUL MOTECWN PRWUCTS, LLC. LENGTH m 2. FOR FiEW WOOD FRAME CONSTRUCTION: WOOD imt, A, MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 20-175 4 , 401A� 100 DENSITY OF 0.55 OR EQUAL F`4', 1I,LI1 FIX ALL AMERICAN SHUTTERS AND GLASS ' 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)j WIDTH UNUMITED (PERP. TO PANEL PAN) TOP MOL'NT (COFLN TYPE AS REQ'D) SECrIT ONSr OPTIOINAL s"40 STITCH ,/--BOLTS Wrrtt WASHERED WINGNV rs FASTENED OVERLAPS * MIDSPANO(USL- APPWMAT& SPAN FABLE) x PLAN VIEW Ed CASE, Ll BOTTOM MOUNI (CONNTYPE A' REQ-0) MAYSEA11 Go" 1"T'N TYPICAL VERTICAL MOUNT OEMLEVATION N T S ELEVATION TOP MOUNT UNIN (cm , 7,-\ (SFAN ADOVIE OEQC, r",1,0.`rNNTT,,, (LOCATION MAY VARY o wp 11111 N. Borlam MOUNT EMAn-/ Lmax TYPE AS REDD) (SPAN IDEOW DESTRUCTION) �PANILSMAVBIEAOT tDASROGWRED ONA� -10 STTTCV1 CH R. PROVIDED THAT CON14ECTIONS AND DOLTS W1 WASHERED ANCHORS AALE USED WHICH SATISFY ININGNUTS FASTENED 0 OMIRIICIION OVERLAPS 0 IWI DSPAN (USE APPROPRIATE SPAIN TABLE) VERTICAL MOUNT ELEVATION (NOTCHED PANELS) N.1 IS. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS IMN TURM PANU 'I PARAI ION FROM GLASS j"VIU!, WIND ZONE 4 A ESSE14TAI FAC111111,S) AIIOWADU iNMAIIA TWINS LnS OOSTALLAWINS�,Bfsstfft SPAN it ­1 THANWASCIVEGRADt (PSfI _qjU__ A S-VIL.-W tAU IF 1. 6.06", 110 Do 60fisr, uso a.. 606. 16 1. so I-Sas, . 6,06� 161,, Inkso'n 606,. 41?. GD9.- 2 53,. 16A. 612. 2 71 77 0., 613. 2,98 111 :sFAN bLNtUUL t NU I Lb: 1, ENTER SPAIN SCHEDULES WIT" NEGATIVE DFSIrA LOAD & PANEL PASTENER SPACtNG TO DETERMINE MAXIMUM ALLOWABLE STO M PANEL SPAN SCH1!OUL1tSACCISPTA8LI!F0It=WlrHF POSEITVIE 'DADS LESS THAN ON EQUAL TO NEGATIVE DESIGN LOADS, 2 'PANELFASTIENEPS'AREMOSVISEDIN CONAINCTION WITH A L MOUNTING "USIONS I-P.TRACN, sluvoer) ANGLE, VC.) USE b.25 0 C, PANEL FASTENER SPACING TABU VALUES FOR ALI , H"� AND "U'-HEADERS (INCLUDING SURD 001 CONDITIONSE 3 LINEAR INTERPOLATION 0 INVEN LOADS 15 AciEPTAMI, OTHERWISE Use"NEXT HIGHER LOAD. GLASS SEPARATION NOTES: I ENTER SPAN SCHEDULE WrTH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE WARATION FROM THE OPENING TO BE PROTECTED. 2 SCHEDULE ISIREQUIREPKIR USE WITH POSITIVE LOAD$ ONLY INTERPOLATION BEMM LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. 3 FDA INSTALLATIONS OUTSIDE OF THE HVKZ AND OUT51DE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE is NOT RWRIED AND NO MINIMUM SEPARATION $ROM THE PAOTKTtD OPENING IS ASCIVIRID. MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN DESIGNI DESIGN NOTES! � SCHEDULE$ I POSnr ANA ,, V, rS9%CT?WGN PRESSURES Chl:ULATED FOR ED IN "ALL ME 0 RMINED PER Se IRA E LING IN E IT Tit - MINTCHAPW i6og OF NVLOPIOA ifl.10fgr COD#­4TkLL BE LESS AN T 0 IT Nr4AT E DESIGN P:. PUWAISIM ES LISTED VIEFURN FOR AN, . AS SHIMN GENERAL NOTES: VSIT 0 On �W= "AST Aft, NOMPH's.- ;Z=LT OWABLE SPAN SCHEDULE INRUSH am &A . . . M IN . . . . . . . . . . . . 111MVIS ... 00"Em"FAR so .... M" L 'W ONAL INTERIOR FASTENING DETAIL !N -1-11-- ­1­1 -1 11 T-4 DPIWTW� wl"" v 1w" /I,/// 1T_.9LZ.A Z ZI ­.�`s OF EGRESS PANEL DETAIL M MAL FA571ENING WWROU, &I SUR No a llw� 'A. I t Ell, in I.& LU 2: 21 it 0 FAI _4�8 0 094' )0% . , 2 2288, 1 _4�02 off A- -0629, 0.094 r, 125" 18 CA TkV - OJN4* _O 3 4 `Y' 0,094" '062, S�j �-t-s ".. rYP aco. "0301. - or 40M. evuu--to-v-!!� &&%L_ 04-PAO aunlif MM-M&- VE- E 31380" MAY 0 313" '.-1 r 0 0.179�1-giflrla, 6A - 5 $10 CL365" 0.3?SV* 0 376. 0 350" .4 12.5017'PINNICL COVERAGE ED 006 14 97" FAINIELLENOTH- is 0,090" Go, TY I TYPL ir_lz Zl�. I I 0.957, 4K LEG MACOM �-:EOOO MINING ri I,1!4�&Ir4 J�t QtCA101 OVERLAP V41! X 4' PAR X. - COPJAfAQDWRI DIIAL .25" MAX. 23' MAY. MAX� 1% 101 -' ex SUILD-OUT UU C05TANCE 4' G-_.- I 'I "I'll 4' a I 0r 370" TI, -P-;,L,La r li-, FAR It Ds'. _,FT" LOW -11 T 11 AD -EM13EO I snr 9.92I:r., A.. MAX A 23' MAX 1.500 IF MIN P lot I I I I 1.500 MAk MIN DROP DUN'll 1011, ANCHOR SPACING SCHEDULE 24GAUGE AVIELS, PANELVASTERE850 12 5-OC 48 ..1'. 51 6411 ?z AW MIN.M." 73 . CS 67 *I 11!r L3711 44 4.2111" 111,, 11 wr 12.3" ITIN TAI�01 *I I , ; 4! - T' 12 r' 11� 10' &ZS"IL4. ! 6.23* 101, 411, qxl� 0=:,AWMjW,V $1 0,25- 12.3r' 4.7- 4.6- & 25" _4L"I4.V 11-1.7" 4.1- J 4&' CIS- 10.7- 4.1 4.0" is� 40.7 44 . 1tv _UL It' 19.7* 4.1" 4 " 1 'Is 57 1 71t, In"Ji 125" 10 Or' 34 2" 11 V .I.. ff-7.., :iE tz.111 1110. al. full AUPOVINTS44110 On 0 1245" Iqq- um 9,3- 10'a.. 7181* 6.31, 12.51 ICV- 7.8* Its, 44 12.s. 1600- - &D" 7.2" 64'-� sz 1zS" 16.01, a. 7.2 12.91 36.01 ?71, 6.2', It.9- 16.0" 7.7, U. 1 114. Moto 12 12.1- mg. 4.4. 41'tr- 4.1" &23- 113.3. 4,V I" - a.' OZ. .-Is- IZ.F J3.4' 5.2' 4.6- &r 6.Z$- 9 2" 46, 131, �4 6.25, 1 i�. - 46 3:8 A114146111 FR=Suag TYPS (PSPI cm 9 Typt =MR TYPE C1 C2 C11 C4 ri rx C1 C1 C1 C2 C4 IM' . r IVIND 33 48 'I li ?.$- I;.s­ 16.0- Is"" 6.7,* ace, la.c. fils- 1Z V 126.01. 1 it 0*1 oil 12 9`1 is a" 3. all Go 12.5` iA-O, 26.0. 12.s. 16.0., 114.71, 6.0" 1251 15.0- 14.71 6.0, =2r L2 r AS c�'c Is ar 14T. a Ir 16.0 16 0:: i4, 14 :01 12T 60. .11,L rcM= 33 W040 ickow 41 D*1111111031111111=o- 72 VLSI' 16.9' 16,0� 121T 1610" "'.0" 12.7 16.0110.91 6.2, Co- 14.1- lilt I&A" 9.7" 5.6- jzT' 26.0- 9,7- 5,6- La,s' $CO-' 6.6" 12.91 65 "0:' 116,01, ' f 9.61, SA, 14�111111111 9"" M 91 "2 V: 12 Y, 6 N.: O'a ss 116,0. 9.6. $x' 1W A t-Ve [VIED 31 TAPORN-C� 41 49 31 ?a 125� , 4. f - 16.01, MCI I&D.. "si 16. 11.41 lals?, 12.V* 12.5" 44.0" 16.01, 16,0" 12. V 12. 119.0" 9,Z" MEMO a 1 1.2 'F' L2 T , 14 4 16.0*1 9;V RL" 12 V` .0. 1. )a IfI 41 WOOD guskmc 49 IL ri L2.T' 1"" 4 af, cl. A2.S. I Z.;­ 4.7" 4.0' CIS" 12.3 4.7" 4.0" L2 13, T, 4.7-1 40. 6 2V 12 P 4 7-1 4 O� 23. �2.3. a. ANCHOR NOTES: i ANCHCq SCHEDULE APPLIES TO ALL PRODUCTIs CERTIFIED HEREIN, OUT ONLY PROVIDES MMIMUM ALLOWADUE ANCHOR SPACING, MAXIMUM ALLOWA159 SPANS AND PUSSURES INDICATED I N SPAN SCIMeDULE SHALL APPLY, I ENTER AN04009 SCHEDU LE EASED ON PANEL FAS71 NITA SPAC INS. 7 HE 9 XISTING STA UCTURE WYEJUAL, a ANCHOR TYPE SE1_DCT DIMILIGN LOAD GREATER THOU4 OR eQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GMTER I KAN OP. EQUAL TO SHUT7111, SPARLSELE0 CONNECTION TYPE BASED ON APPAOPRIArE MOUNTING COWIT1014 (SEE MOUNTING DETAILS ON S "PAWL IAA!FTIl!NWAV ARE ffrUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTALUSIONS ("P�TIUKX, STUDDED ANGLE. OTC) USE 6 21"CIC PANEL FASTENER SPACING TABLE VALUES FOR ALL 'H'- AND 'U�'-FitALDeERS INCLLLUICING ISUILDOUT CONDITIONS) 4 ANCHORS � N EN�YA !a IN ACCORDANCE WITH MANUrACTUPfRS'FsECOMM1NDATIOM 11 HOLLOW BWM� HOST STRUC7VA! WALL CONFORM TO ASTM COO 111LOOK, I MTNIMU M 54 MM" SHALL BE AS NOTED IN ANCHOR SMEOULF. 7 MU M EMMMeNT AND EDGE M57ANCE MOCLU Deg STUCCO. FOAM, OFUCK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE UNIFIED To L/4' MAX OR $14ALL at VFRjFiito sy OTHERS TO ADEQUATELY TRANSPI!k LOADS TO HOST STRUCTURE " WHERE EXIST114HISTRUCTURE IS WOOD FRAMING,f)(167ING CONDITTONSMA VARY, FIELD ViRIPY THAT FASTENERS ARE INTO =ATE WOOD FRAMING MEMBERS , NOT FL�WOOD. FASTENWO , PLYWOOD IS ACCEPTABLE ONLY IMC1.0sUREPIECES, 10. WHERE ANO-10FIS PA5rEhI TO NARROW FACE OF S7 UD FRAMING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2- X 4" ("N I WOOD STUD I;/j. EDGE DISTANCE IS ACCEPTABLE- FOOL WOOD FRAMING). WOOD $Two SHAUL A `SOUTHERN Of G-OSS OR. GREATER DENSITY. LAO SCREW SHAU PAVE PHILUPS PAN HSAC, OR HEX WAD. 11. REMOVABLE ANICHOAS ARE DFWAIt PANIUMATI!, ALL -POINTS SCUD -SET Its MASS eLISHING U MACKNE SCRFWS SHALL HAVE 112-MINIMM ENGAGEMENT Of THREADS TNTOTHEME ANCHOR AND KAY HAVE EITHER A PAN H:fTFGISS HEAD OR WAFER HEAD (SIDEWALK BCLTe No 1-3. MINIMUM EMBEDMENT AND ENE DIST. NCE EXCLURS STUCCO 011,0THER WALL "NISH 14' No DESIGNATES ANCHOR CONDITIONS WHICH ARE N07 ACCEPTABLE USES ts * DIRECT MOUNTING CONDITIONS- L6 UNEAR INTEROCIA'110114 Is NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES IJSTM ON THISSHEET 4-7-41 I "IN 9 Cn -0 > C-P 2 2 ccDD- _11-0 cc 2 Cn a) Q 0 C= 0 0 C 0 CU 0 0 LL "... 0 CU > An Cn E CL CIO "o Z Z W mi OW3. 41. COD -,z cn -, 19 C14 Aa M C= 4 i c=1 C c *4 CP a) M: 1,P to ITO co 41 CIA 2 Lis CD 5 �5 Cn ICU 0 L- CL CL 'NIFIFFIFF 0 CIO C.) L. 0) ICU cn LU Z Z SHEET NO. IS H 1 .5.