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Home My WebLink About6545 Back Forty LpN 0 3 Q 00 0 r'7 rn L0 v a- O Q 0 L0 O J CO 0 I N S Q Do 0 r'o LO L0 0 .a L0 0 0 0 r7 C) O I r� i N rn 0 0 i L0 v N a O Q r� O i Q E N E 0 x `v c J 0 0 0 J LZ N N Ln 0 0 0 a 0 c0 0 z w z i� m v v ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Rad. Radius AC orA/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B. P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NITS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Divelter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR, Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finish Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 01-04-18 2.0 2017 FBC UPDATES 01-31-18 3.0 A ELE\/ BEAMS ILO LINTELSAT ENTRY. 02-27-20 4.0 RELOCATE ATTIC ACCESS 12-19-20 5.0 FBC 2020 CODE UPDATE 11-29-21 6.0 ADDED ELEV KLM PER C.M. i � JIL IL IF= I *J FS1 JX lqt am 3085 Al 1 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 SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1 A HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. C3 - .._._-- :0. W O w�+ C= O n CO to CO ® sx d r N � � C1) •' � s c u et c� � a c o N N cl-i s r- R l 11 y Ll r . r ?�,' r C' N• " ri t ,• ,: , LQ �S 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 00 ,a AukH o 4' N U 0 0, o V w a (0r co n ® N 44 H 04 J N 0 H A N co I � ILL , W a Lu C6 C V) w�� o . NN CO WtA2O~?°' m w Z NZ a LL L; cot7 N a z O U ¢ Ov U 0 I W ❑❑ o g z N z oa CZ N (/)V1 z 0 g wa c �Nco F- c� E O 1•,. z 0co N I� co J w M p z 4 zo �� zo z® Q E U o� wz oa FT 00 E oa�� 2 Z ICo,(a LrJ3 W (O ¢ m o� w m zl m J m ¢w Sp Z g 0 in wLL az m o w �0 MinM _ H 0 c O LO L0 01 ca �� Q cca H CM CO J o o LO Y J O �o N m m 0 Q ILL N O I 00 m N Cy) Ln M cfl Q r r LO L0 o z E N `m n U � Q p JOB NO: 23-06130 SCALE : AS NOTED SHEET NO. C S L0 00 c::) �0 L0 L0 CD Lo C=) 16, C) �2 CD :ZE L, 00 C> 1`0 tr) L0 V) *1 C> LO C> _J C=> t2 co CN LO C� LO L9 LO 2 Ln V C> -0 C14 C�- CN E Cl- <J 9 -2 r 7 CN C;` C'4 C:l Lo 45 15 =k LJ C:1 Cn CT TYP @ 2 STORY (:Z) (i) 25-SH VERIFY METER LOCATION WITH BUILDER 15'-0" TH.B. FILLED CELL LEGEND MCONT. FILLED CELL W1 3,000 PSI FROM LOWER WALL TO UPPER 31-0" FILLED CELL IN COLUMN BASE W/ 3,000 PSI CONCRETE AND SPACE PER PLAN EGRESS I 5-SH 16" DEEP FIBERGLAS `7� cc__�- rccN. VERIFY LOCATION TYP. - - o? SURROUND u_ JPANTRY a- ELECTRICAL PANEL rK - 0a C(J MI 00 iB I - - . 1 - 8!4,'- _ j FLAT CL6. 1 C) �4 - Lo 1 164� - - - - - - - - - - - 21'-021" r 5--o"I 2 All 1 V-4" TILE- 4-PLUMBING L6 LINE TO ui BATH J SECOND WALL I> 2x� FLOOR 1100 8'-8'! F :T CLG z U) rG G'� 1<1 11 LU CD 2,_O" 0 0 BEDROOM 6 2868-S.C� 2 CAR GARAGE IL'L I LL PLUMBING 6 L 8'-8" FLAT CLG. H2 0 8'-8" FLAT CLG. AFF 0 1 110 L? TYP @ 2 STORY - LINE I 0 C ARPET C z ONI SEC D FLOOR EDGE OF SLAB 2" 3 4"X3 P. L. 1.8E BEYOND WALL �6 2668 W/ HTT4 @ BASE HDR AT 7' -4" L K-cc,� W/o Lu > 0 0: a77-- --- UPLIFT 0 CD 4'-0" L7(fr 0 X K 30 30 A------ % ------------ - RANGE' 7- '4% T-O" 2'-2" PATIO 14'4, 264" KITCHEN CAFE U_ LU BUILDER TO PROVIDE rr 21'-8" 1 1 C? U) 8'-8" FLAT CLG. 11 (D PPLIANCE 8'-8" FLAT CLG. L 0- PROTECTION WHEN CMU COLUMN BAS_= 00 CARPET --- - - .--! I TILE 0 1 REQUIRED PER FBC NOTE: FINISHED w/ 4 SIDED TAPERE D WALLS TO BE FLUSH. WOOD COLUMN, s�NkVii/DISP� 2'-6" VERIFY IN FIELD. SEE 1/3.1 (TYP.) I D . W. L- - - - - - - - - - - C) 00 3L - 24 18 '3 - - - - - - - - - - - - -- - - - - - - - - - - - -- ----------- 6-10" 2'-3" 0 4'-2" 3068 FOYER ENTRY -IN C14 _J LL 8'-8" FLAT CLG. 8'-8" FLAT CLG. AFF C? 19--lo", 2 T- 7 -21' 4--li, LO 3'-4" i� 2' 6-4- W-5' 2'-Ol' :;t EO +42" SLOPING IL/AP HALF WA LL H DR AT T4" - GG H2 r @S3 -- - - - - - - - - - - - 2 Cl) 4"x4" PT SYP #2 POST w/ -CP 00 - J 3 . STOR. FAMILY RM , 'l SIMPSON ABU44 OR USP 3 4"X3 4" P.L. 1.8E 4 PAU44 w/ 5/8" A.T.R. EPDXY 5 ir lb wl 12" MIN. EMBEDMENT 8'-8" FLAT CLG. W/ HTT4 @ BASE L CARPET FLEX (TYP. 2 COL.) 7 8'-8" FLAT CLG. 12 1;2;: CARPET LO 8 00 9 - - - - - - - 10 rGG i�j TYP @ 2 STORY 00 rG G'), IN S3 (C DD LO +42" SLOPING HALF WALL . % 1111101111111 1 11 1 11111 Ill 111111 1117Y &I H.B.� TYP @ 2 STORY( (E�/ 42' HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W1 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W1 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow QIS4. See Plan for RAG FLITCH PLATE Bea ri ng Wa 11 Ca I I Out When Straps are Required VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU R.O. FRAME TYPE (Flange) (Fin) 12 20X26 184X251 S.H. 3 20 X 38 J 18JX 371 S. H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 SH 16 20 X 72 18 4 X 71 J S.H. 11-12 1113 27 114X38i 26 x 37 S.H. 11-14 27 4 X 50 -5 26 x 50 S.H. 27 JX 63 26 X 62 1/2 S.H. 1116 27JX72 26 X 71 1/2 S. H. 22 37JX26 3671 X 25 1/2 S.H. 23 37JX38i 3671 X 37 3/4 S. H. 24 3 7 J X 50 J 36 4 X 50 S.H. 25 37JX63 3671 X 62 1/2 S. H. 26 37aX72 4 36 J X 71 112 S H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 S. H. 33 54 X 3 8 52 4 X 37 S.H. 34 54 X 50 52 7' X 50 S.H. 35 54 X 63 52 17 X 62 S.H. 36 54X72 52 J X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S. H. FIRST FLOOR PLAN - ELEV-Al SCALE: Y4"=1'-O" R302.5 Dwelling/Garage Open ing/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, I 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 R302.1 1, 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 R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and s a I e 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" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 (d) +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 G SEE SN SHEE T H SEE SN SHEET NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE � +29.7 / -39.7 WALLLEGEND 11111111111 MASONRY HGT. @ 8l-8" A.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 "Al 1f FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA LIVING TOTAL 1324 1768 3092 1 GARAGE 496 ENTRY 55 TOTAL AREA 3643 PATIO 24 1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) cirs C2 g_ C3. C_ C.-5 C-4 cc 00 >4 -0 U_ a. 0) C-A to 9=1 CD Cc cz. cc 0 C1. 'p, 0 r r C', cli ol� ef 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. Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 8 IM UJCR 0 00 (1) N oo 0? _0) G EM" CN C) LL L_ Lu EL _J U) Co 9 Z, W 0 N 0 r Y, 0" c? W z (15 , M - �� Zo <. C0 z N < 0 0 00 (D w9w 0 4-1 C/3 LU U 0 ZD c7i E 4 0 U) 0 C.0 0D z < U_ C& E C�_ 8 E co ro C1 <=' E co 20 b 0 01 < t z co C <z 0" z _=5 2. 8 3: 02 0 . 0 W C> co z L 0 cl� 10 1 M 2 C:) LO LO cc 0 < Cle) co Lr) C:) LO C:) CT 0 0 C:) 0 U) 0 >1 120 i= LO < 4-J 0 0 LL CIO -1.14 C'4 LO L) C:) M FJ C:) 00 C:) 00 LO co LO LC) 6 E C 6 z cc z =3 E a. E 0 0 0 _J "D ca < 0 1 _J JOB NO: 23-06130 SCALE : AS NOTED SHEET NO. T _1_T_F__MF_T -1 1 1 1 Ili I ri A i I, . I 111 17171 1 -.1 1, 1 T ---I --TF--F ----- F__ - -----T- I 0 Cn L0 00 CD rl) L0 L0 Cr Cn 0 C:) Lr) C) co C L0 00 C> PO L0 L0 C, _n C:p LO t2 C=) LO C� L0 C) LL, L0 V) :rl 0 -0 a 0 _3:__ C-1 ti� E 9 W r K3 C'4 C=) LO cm z 0- PO C14 C) Eli li�_ zz- LO a; V) co 1 V-4" T_ U) (n LU Lu BEDROO 8'-0" FLAT CL6. CARPET 4) TYP @ 2 STORY 23'-6" 3 D2 2,L�,, 'L u� U) 1:6 Ca 00 0 L� o? 00 =E0 00 (0 0 'IT --\� TYP @ 2 STORY J 25 EGRESS 12'-02-1" BEDROOM 4 8'-0" FLAT CLG, CARPET 11, co TP' F17) 7'-4- 1---,(,WJDO 'IT co 1 3'-4'-" 1. ///3"-�Q- 4'-2" 3'-2" 3'-4" CN �J Jim 2068 B.F. IM LINEN TB, U) z R&S - - - - - - - - - 4 SH < Z) CD U-1 JI C3 10 CD X 00 'D A 1 :2868 Er In 0. BATR'ux'�07 Z) Cn co L W 0a LA,_UN._ .... 8'-0" FLAT CILG. Ir TILE TIL-z 02 T W.I.C. I , 26687 OPT. D FPT C 8'-0" FLAT CLG. -FT&,s CARPET ui z 00 U) Lu C\1 (0 12068 n F . I - - --- - - - - - - - - - - - - HANSON BOX C:�B.F., - R&S @ 36" A. F. F. DRYER VTR 4� i0 LU D2 TYP @ 2 STORY S�6 3'-71" 2 42'-0" 4 11 106 6 1 lf4 ' 711 3 1 48'-6" TILE I ILL 00 - (D 00 0 LO Men"! One 00 (0 CD C14 26-101" EXT. WALLS TO BE 2X4 #2 SPF @ 16" 0. C. U. N. 0. TYP @ CORNERS U.N.O. u. F 9 BEDROOM 2 (0 8'-0" FLAT CLG. 00 60 (D (i) C:) CARPET U) U) uJ U) 0 uJ <8> r ------------- - - -- rFC 0'3� o? F_ +42" SLOPING LOFT 12 HALF WALL 0 8'-0" FLAT CLG. 0M CARPET 494 - 3'-11 C? F_ D2 12'-8" OP BEDROOM 3 8'-0" FLAT CLG. U) CARPET U) ui uJ U) Lo ROOF G.T. --------------- TYP @ 2 STORY ri_,� S6 Lr)<� C� 00 00 o? �D HEADER SCHEDULE MARK HEADER SIZE REMARKS <e>(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2' FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LV`L 2.OE Fb=2950 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE 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 REQUIREDSTUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX254 S.H. 13 20 X 38J 18'X 374 S. H. 14 20 X 501 1871 X 50 S.H. 15 20 X 63 18 J X 62 4 S. H. 16 20 X 72 18 J X 714 S. H. 1112 27 1/4 X 26 26 X 25 4 S.H. 11-13 27 1/4 X 38 J 26 x 37 1 S.H. 11-14 27 4 X 50 J 26 x 50 S.H. 11-15 27 J X 63 26 X 62 1/2 S.H. 11-16 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 364X25 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 364X62 1/2 S.H. 26 37 -a 2 4X7 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734WIDE 32 54 X 26 52JX 25 4 S. H. 33 54 X 38 J 52 17 X 37 1 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 .2' X 62 1 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. Li SECOND FLOOR PLAN - ELEV-Al SCALE: Y4"=V-0" General Notes R302.5 Dwelling/Garage Open ing/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 R302.1 1, 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. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fIr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" (-A +29.7 -32.2 +29.7 / -39.7 �1� +28.3 -30.8 +28.3 / -37.0 ,(1), +26.6 -29.1 F)I +26.6/-33.5 SEE SN SHEET SEE SIN SHEET 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 "All' FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTAL AREA 3643 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFTFACED (GARAGE / LIVING) Cn C= f_36. Cl) C2 co C_J C-1 00 >4 cc C= C-4 -0 C= cc B 1:5 .R co Cc 0 0 cc co CD All, % Cp ub cz, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Al, E 2 0 0 UJ�10 D �2 C/) I- r- 04 C) R egg? L:L z 13 u_1 0- C: �K CU C) M I i W :E-: 7t-- C� 0 =)Cut- C'm 0 VJ U) z LL Lo M z a C*4 < z El 0 c) < < < U') CD 0 Q ) 0 V) C�l 00 UJ 0 U) 0 Cl> Cl> < U_ ce E CL 0 E co 0 <� Q 0 E < 0, z t Z U:) ro C: 0 0- C z z C> 0, 0 U> W C) M 10, d§1 CD a) > LO CU CD F- CD CL C:) 0 0 0 .2 0 < 0 LL c) _Ile CN C:) Lr) -0 0 C:) co 04 00 (0 U-) (=) I— C,e) < LC) LO a) E C Q0 6 cc z E M C M E 0 0 io < 30B NO: 23-06130 SCALE : AS NOTED SHEET NO. 1.2 an 3 -v LO O I'") LO In W v f� O Q rD LO O r� E 00 I M Q u7 0 M LO v v v Cn LO 0 J O M C O I N [V LO O tLj Ln Cn Ln v 0 / c Q 0 v Q C3 E 0 x a J a 0 v 0 J LZ N 0 -ram+ v 0 6 CL M 0 LO 0 0 0 z w x Q m v V) 60 O n O t0 TUB/SHOWER FINISH PER FLOOR PLAN - MIRROR BATH 3 DW 0 M KITCHEN ISLAND NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. VARIES CURTAIN HEAD ROD 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR_' ON BATHROOM WALL MEDICINE -1 _ SHWR. e e CABINET Co I VALVES TOILET SOAP PAPER C° DISH q HOLDER q LO p z p Z �-� o O N i O M JB M M M (M iv LT FIN. FLR. BATHROOMS, SHOWERS AND TUBS 0 w 17OLE f-Imt' J U DOUBLE RODS O n KITCHEN SINGLE ROD TUB/SHOWER FINISH PER FLOOR PLAN - MIRROR IX BATH 2 ITN ITN CONT. HANDRAIL OPT. REF. KITCHEN RETURN TO_ WALL DETAIL SCALE: 1 /2"=1'-0" 42" H UPPER CABI NETS -� 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS -- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 11 BATH 2 ITN ITN CONT. HANDRAIL OPT. REF. KITCHEN RETURN TO_ WALL DETAIL SCALE: 1 /2"=1'-0" 42" H UPPER CABI NETS -� 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS -- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 11 36 H BASE 0 FINISHED CABINETS COUNTER TOP 30" H BASE CABINETS 80 u- rIN O in 19 10 a � V-2" 2x a I? 00 FRAMING-----------W 1/2" GYP N `' c? BOARD N III CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS. M� 00 co O M O c� 1 -713 " PLYWOOD @ LANDING -I 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER EA. SIDE SEE PLAN FOR CLG. HT. 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO FLOOR SYSTEM 1x RISERS & TREAD (TYP.) 5 � 4 I NHUJ I t5LUUr\ JtI:UKtU I U SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. O M OWNER'S BATH O 50 INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311,7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight, Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. STAIR SECTION SCALE: 1 /2"=V-0" can N C� o cn G r .d4 c"`ca ai u d C >~ cG ca i5.Sf �i 1. 1�1��b�1#��y4944f t . , •Y � A ,4 ," icy To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. gg N�W E { 3, `*, ! 0) p O N r 0 W C N o? °'co Y N j?F I M Qj M [t u. ' aLLLL d Z 13W ru Q. ro W o 5 O o2N� 0 W corn °' t m J a �; N Z N M 0, 0 O O U 0 U U) v M � N Mp O O N a Q �¢ � N N M z f� C3 W � 0 O LU N wa U 1 o i CO /y. � '� IO O '1�,'• p5p'�'0Y�y I C O N N 0 o co w M m ti Q o Z z a LL E 0 z o < zp a 0° 00 E3 o E o< ' 0< N ro � ap 0 � wZ W �ru c Qomo �r pp �, z0 Zz0 in J ym r aZ ¢� �z Wcn > o <0 a Z �Z m 1 o J wa = �o IIIIIIIIII� <� 0 0, 2 0-117 0 iJ L LO m Q c� I� 00 L0 0 a Ln 0 0 0 m L r O LL ('7 0 I o �f (moo 0 00 m N (� LO M QLO T E -E M Z z E 0 (n CIO a U Q p 30B NO: 23-06130 SCALE : AS NOTED SHEET NO. 2 , I i I 1 11 h . i., '' ... a �i: n r_ - I -Tr -I- A 3 x 00 0 M L0 v C/) 0 Q 0 L0 0 O 0 CD O I fh x w0 0 L0 0 V) 0 0 0 J 0 rn C 0 I N N L0 0 0 LO LO v V) c M CV 0 E H CD E 0 v c c c 0 0 0 ii N O 0 0 a rh O[V 0 bi a 0 0 z W a m 0 SHINGLE OR TILE ROOF PER 12 5� 12 �5 F4 COMMUNITY SPECS - INSTALLED PER — — ��\\� SMOOTH TFXTI RF MANUFACTURERS SPECIFICATIONS,-r— FRONT ELEVATION - Al LEFT ELEVATION - Al SCALE: 1 /4"= V-0" F. ON N ti rl0 FLR. -1 - F- 00 11 PRE-ENGINEERED TRUSS REFER TO STRUCTURAL PLANS FOR BEAM SIZE — 2"X4" TYP. MIN 7/8" THICK EXTERIOR PLASTER (PER ASTM C926) OVER PAPERBACK METAL LATH, OVER WATER RESISTIVE BARRIERS, OVER WALL SHEATHING & FRAMING AS REQUIRED I w REFER TO STRUCTURAL PLANS FOR POST SIZE I 38„ 2x FRAMING AS REQ. V RIES w POST TO CMU j CONNECTOR - REFER TO ,. STRUCTURAL PLANS (2) 2"X6" TYP. rn r p 11.1 (1) #5 VERT. @ CENTER CELL AND (2) OPPOSITE CORNERS, SEE SHEET 6 FIN. F R. SEE FOUNDATION PLANS FOR FOOTER SIZE — — — — - COLUMN DETAIL General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703A Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for properjoint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 • d -o C W L aC- r. � a co X LL Cl- cc o N G N N JC GL N c a, o = -.R CU > cem a> � a H d c � m p a ca M tt 33 V t3V 0 •� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a v E O CD0 o V o 0 c m r oo N N CD J ik LL V J -J Lu JELL LL a LLI I{� it _ Ca n0 a o 9 r�l13 W 7 .F0 N O O -C o�nrn F W Z °_00 ' o m w L,) NZ a Z N O U U O W ❑ ❑ 0 Z N M � O Z N z o � J (An M Z vffw-mml bw �(1) U o 4-1LL w U O N �ln O Y LLJ Q 0 N I� r- o co U J o w z z Q L.L E 0 zg a E U o0 od zCo t- ra � o of o '.a a Z ° oa tt Z t L ao ra ¢o °U= w`t m m J mo ¢w o� Zo ams U3 c O < 0 nw s o w w� >° m a� 0 c Q > LO m cc Q cc O Ln o J O o W m = L r O M CD 1117I 00 -0 co N LO O Q c� Lnco It '- r LLO in E a Z m Z � E iri a E U � Q p Q) JOB NO: 23-06130 SCALE : AS NOTED SHEET NO. 3.1 I� - n o+ 3 x Q L0 0 M tC'3 Cn 0 0 L0 to J CO 0 I x L0 00 1.0 1.0 M L 0 v cn 0 ¢.n L0 0 Z co 0 I i M N L0 0 LO i L0 v Cr 0 0 a c 3 Q N 0 a 0 ai E 0 Cl- c J c 0 v U J r7 r� 0 co L0 hi a 0 N N LO 0 0 W a m v N -I00 00 00 N 12 5� SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 �5 rr,/-uvtc: 25 SH CJ CJ CJ 35 SH 2nd FIN. FLR. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 01 14'-10" FLASHING 6'-0" T.O.M. 10 L. — — — — — — ---------------------------- -- — — — — — — — — ----- CJ / WEEP HDR HGT. f` (TYP.) 35 SH FIN. FLR. 10.m�l I ---------------------------------------------- T.O.P. HDR HGT. 1'-a" _ _ 5068 SGD REAR ELEVATION - Al 12 5[:::� 16-10' RIDGE VENT 12 SHINGLE OR TILE ROOF PER ' �5 COMMUNITY SPECS - INSTALLED — — PER MANUFACTURERS SPECIFICATIONS RIGHT ELEVATION — Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 CV%1 a% aC=w o a C cc C...) N -- -a m x = C= d L 10 p$j Z, -j .- ei E 0 0 i I111d \\0111111I ,,,N • •• ,w �• AJdam.• O 0- '- �q F c To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I rk'�fi iii h a V of N 8 O cz p W C N r N 00 a� _ 5 a in M 0 C J LLLu a J U_ LL a a Y Z — (5 ai c a' CD W 7 (0 CV (O y W 05 Crn m w Z � 00 O J (V C�) Z Q OU v W ❑ U M � Z N M o g W N Q � a [3 U) t/1 M z G o L, 4-+ GO ® ° U 0�/� tv 11 W o Ly. N uaa E3 W SON, J E 8 m �..... z it 'l V O N � JIM, o J Z M 0o , Z Z i E E V �� o 110 z Z o� 20 Uo o o E _ ° 0, Z to fo t dz Qomo (Yz -Z - Q O U F ZO Z J y m '. Q w (5m a`° Zz o W c � az �w <0 a� 3 = 0 o J w� IIIIIIIIIIIII� V A 'o Ova 0 c 0 > (0 rr L0 m Ca QCa Imo- M :3 O LO o O 0 �/ J W J m m LO �-+ O LL co I LO 00 .Q ca N m 0D LO O � LO r LO in c CD iri o Z co z 7 E O N a E U J Q 0 J JOB NO: 23-06130 SCALE : AS NOTED SHEET NO. 3.2 i , .1LI.l. I',:_ 1, 1_ J _., k;<d;.t .L.,, & iLi, I A I I .I. I _ _7 I A Ul 3 _ L0 0 M L0 LO v 7 O O In O J M co O I M S 00 O L0 0 Cr 0 M LO C) .J O t2 O O I M tM cV O LO i L0 ILO 2 C3 Crc 0 Q rn 3 r14 0 / v a 0 iV E 0 z v J a 0 v 0 J N i% N 0 0 Lo Cl- ILD O r� 0 O a; 0 w 0 Z W Q a m v N 2" 1„ N N 2" iv 0 cn 1- VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES 2" � 2" � DETAIL TO BE � BUILT W/ STUCCO. EDGE OF OPENING 1'-10" � iv o M (V 12 CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 4 4' 3/4" RADIUS M� 1/2" RADIUS 1" 4" VARIES VARIES 21„ VARIES z 12' VAR] ES Cl' _ h1T MIT TIN _ CAP cv 1'-0" V-411 1,4 1 1 1„ 1�_0„ 1„ 1 1/2" RADIUS TN 4" „ 3 3414 MIT T ITT r"I<t 4 42, � MIT N � 00 3" N r 3,, a :14 2" MIT �p L0 MIT VARIES 12" ,,, ,,, 2 2 N M 32' 11" JA 1' 8„ 1" 2 1/2" RADIUS BASE its T � BASE 3„ 4 I • N 12" *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF 1'-6" 1" 24 � OPENING �- 6 ro 0 (V 1-1/2" THICK 1-1/2" THICK Bch 21" c T d' V V I�Ij (V _ CD C _ IN 4" 2 cV 2„ 4„ 3„ 6" 2„ 2- iv cn cn T Tri 1-1/2" THICK 32' 24" `IT 2'4' 7 , `�" -- 52 1 5„ 52„ _ N W 4.. 1" 1,_4„ 3„ 12' N _ N C 51„ 4 -- — VARIES VARIES 2 LIJ Q TM I 22„ •I VARIES VARIES 4-, 8„ r--------- I W m i '46- `� M 3z 3 �a 2 44" KEYSTONE F11 b OPTIONAL I'll4" GARAGE DR. OPENING 4" 0 KEYSTONE F11 OPTIONAL 3„ 3„ 3 4 4" WINDOW OPENING 4" 4° NOTE: • INSTALL OVER STONE, TYP. 6" 4" CV C° R44"„ v VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14, 1'_64" 14" 12, 54„ 2_ j 1, 1 -12" 54" f2" 00 1 " 3'-8„ 4" 3'-0" 4" 10.1 1,_4„ i0„ "�4 �O 7„ iv CV 19 - A (V co o • 1 R%., z T. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM � m I • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH cello N Cn i o uJ sa. C s 97 an to a >e- N w a, w � . � w � w C S m c� M CV O GV CO 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q U ray y,�,7 U N O N O vI co r, � 1II rn m � MW Q M # LL c LL w 1 m N� LL yV 7. 15fd 4 jJ t (6 2j zt- 0 0 T. 05 - N Z Q J M k N O U O Z U 4 = W o0 z 0 z N z o � � �l a r M vn�+ z CD W J o 4-1 C10 ° U O L /)ca, W o Uft �NU) U W J E: = If t U o m L U) _® Q N � � w M M z ¢ Z Q LL. p z o a iz tO 0 �o o a E p� o , Z d � ao 0 �w ci ro c <z 0< mo o� m 0� aw < >z oa Z go C/D T a N W _8 o J� w� c� �o v a ilQT o, 3 0 0 O i Q > (� LOCA 0 ' u Q C9 j O L0 o O O Y J M W m �/� Y / r O M IJ 0 t f) 00 00 N Y CD Q LONt LO in E c M CO i6 0 Z Z ECh d E U v Q c c JOB NO: 23-06130 SCALE : AS NOTED SHEET NO. F1 3 L0 0 LO LO O v- 0 0 LO O 0 J O M Ln 0 I rn i L0 tb 0 to LC) LO 0 cn a LO 0 O J O to CO O I N LC LO aV p 7 In 0 s to 0 v tz E in W E 0 x v c J d_ 0 •U N N M Lo W 5 C:l 0 M 0 CN M Lo r 0 177 Cn W 0 v ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q P. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) } PD PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) Q TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER NMI_ ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER METER MAIN 0 200 amp 150 amp UNDERGROUND Ds SERVICE BY POWER CO.----_ INTERSYSTEM BONDING #14 to lights & outlets #12 to appliances and GFI #10 oWH #8 to Range #6 to HVAC 200=4/0 in 2" Conduit Bare Cu Ground TERMINATION PER /1 WITH CODE APPROVED NEC 17, 250.94 JJJ CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV.03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. VERIFY METER LOCATION WITH BUILDER 15'-0" lqv 3 WC 3 Q TO 2r" 3° PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TC BE VERIFIED WITH PLUMBER M FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" LJJ ca. eR N t6Ny .N cc N � tr v • � t► C= 7 69 o ccoE 0 u � Y M N 0 N M Lr� 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specificat ons 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. nh N W d E S N O n M ry4 U ® N R N O m� co f 0)ajrNiv� 7 to to LI; a a iji, Q `^ V 13 Lu M LPL 0. (7 z z o 0 Z L m `r O o Imillio W y�Wo Lu ��M a m z o o w N M Z u T ' 3 Z U GU ❑❑❑ W z Na Z � N 1 -1 M Z 04-1 o N w m o i O N N w CD C2, =3 .) _ U w J E i V C) o U) 0 a o Q0� J a w C.-) M J m ¢ � � Z E � U- CB E zo oo > N Z< 141 a Q U wz Z B ❑a LE6 f--- O C E x 0 00 U C < a �z w ccz t'° o U.)< 6 C �o OU m� o° Z Z m J m a� aw gz o� Z Jo co 3 T o< uLL a� N W W J Jz <� =o wo o `r zla 3 0 c O = > ('0 fY I.i� LO �\LO co 0 00 :3 O o LO o C:)r � � Y o J CN En.�.+ m c LO U C) Lnl 00 m N T LO MQ U t— L0 E c0z coM Z E O Ch E c a U - Q C' 1 3 JOB NO: 23-06130 SCALE : AS NOTED SHEET NO. 4.1 TY 1 I u;, t 1 -1 -- -- - 31 -_ (7� 00 LO L0 2 C=) L0 C) C) re) 00 L0 L0 t7 V) C) C) LO co C I D NO LO C� L0 LO Ln t7 U) 0 C14 CD CL E E CID __j 41- 0 Q 3 CD 15 Z LO Cn _0 V) ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or LIL 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 WEATHERPROOF DUPLEX OUTLET P�3'_G F.1, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I 7'---�V SPECIAL PURPOSE OUTLET P-9 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH �R4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE #P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) [CH] CHIMES (OPTIONAL) HE9 PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL @ SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) NT TELEVISION (OPTIONAL) Fr7q 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. T THERMOSTAT IM ELECTRIC METER _Fl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN Gr:) (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 0 #12 to appliafl�s and GFI 1 50 AMP/ 200 AMP 10 #10 to WH 00 #8 to Range #6 to HVAC ,7R MAIN 0 200 amp 150 amp UNDERGROUND [Dis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING 200=4/0 in 2" Conduit Bare Cu Ground TERMIN ION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. BEDROOM 4 '\' /2ROUGH-IN FOR OPT.CLG.FAN/ LIGHT PRE -WIRE :D �8 G IT, --------- . r F —K- -1 :_� rm SYSTEM OWNER'S SUITE 6/ ROUGH -IN FOR OPT.CLG.FAN/ LIGHT PRE -WIRE S.D G /BEDROOM 2 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE S. (B 111111 (9, BEDROOM 3 /2ROUGH-IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE LOFT ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE SECOND FLOOR ELECTRICAL PLAN — ELEV—Al SCALE: Y4"=1'-0"" cc", C3- % C-4 C, cz. to CV co CID to Sr. to C CI), C14 C:� c::) To the best of the Engineer's knowledge, information and belief, the structural plans and specificaflons contained within these drawings comply with the 2020 Florda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. _g m P*- Ar, I IV 0 Uj CO ID .5 L, 00 0 11 — 13 ILL EL LU Z E: ZZC?— 0 W W U) CP Lu Z IL . Z�0< CN co Z M r a < b 0 Z U) W F I-] (D %2 < - 7 V) 71 Q) 0 2 LL 4—, Lij a 0 V) L_U ZD U) LIJ M E U 0 Of U) < - 0 04 M Q0 z- Z Z < LL, cd, E z z< E CX3 E < �0 0 < w 00 C) < Z ro 0- t 0 (10 C/D C: <. i� 0< Lum 10 10 Z < 0 wn < 0 co CD < 0 C:) LO LO 0) < (D CIO M LO 0 :3 0 CL LO 0 0 0 U) M LO 0 0 LL. c) _�e C-4 U 0 C:) Lo .0 M C4 00 00 (0 LO C:) CY) LO It LO L0 Q E cc Z =3 E CU a_ E 0 0 U _j �10 (D _j JOB NO: 23-06130 SCALE : AS NOTED SHEET NO. 4.2 3 C" 3 S Q LO 00 0 r) u7 CC) Q CJ') C'+ O Q 0 C) 0 J ror') cn I r-0 Q 00 CC) Ih L0 l0 i C7 V) 0 0 0 C) 0 0 J O M CO I N Cli N L0 C7 Lri C) li) L0 Cr C co d Q �C O 1U- Q M d N O S `v c J a c 0 0 0 t 0 Ln 0 0 0 El- rn 0 L v7 ci 0 0 Z a Z w W m 0 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0 0 Floor 55 53 8 26 2 13 0.0 0.0 0.0 (Zone 1) Upper 16 2 Floor 1826 1753 250 876 63 438 516.0 240.0 276.0 (Zone 2) **NOTE* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. )NE-1 TIC SPACE SQ. FT. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" 0 Cn u C") �f N N Ny cc a d m C Y 61 o r 9CO 3 0 01 F" +� NNI 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. E W1, W Q U �z C" @ v �, C ® CO N N CD 64 CD 64 CD W li'j vs-`' 3 J Q c � u_ LL w m u_ a In J Lu mrn _13 w2)0 S'� ..WtCD0 Z - Mm< (Z� N Q K O Z U v U)i `1€ W ❑ [] (D M N M O O O Q Q � J (Z � N z � � o �N w C J O S tiOs V) N� N U)� N U � 8LLJ N �... ate.. o N �� O CD M J J � 0, W W Z Z LL C4 _ CL o E U 20 �O U LL z ZO <N Z ❑a F- M 0 o o f o C Q p < Itr az '0 ¢z �w ` Cl) C ¢ o z< 2U W m O OW m J Nm 'W <w z OZ C� V F o< z O U WZ W A ) N W da =� F a J w� . .0 v oQ a o� O > O LL LO O ' u ZA m ^\ Q � Fes- M j O o LO C) � � o J CN IW C0 o L0 4,, T 4-1 V- M O C) C:) �I 00 m co 64 L0 M to Q LO LO E E co z Z E O N a E 0 � w U _j Q p JOB NO: 23-06130 SCALE : AS NOTED SHEET NO. 5 3 _ Q 2 0 L0 LO v O C7 U') 0 J M C) 0 I rn 00 Q Cn, 0 C ens O .a LO Q 0 0 M co I M N L0 C7 L0 i Ln u7 d 0 v 0 -0 .o 3 a P+7 O a 0 N E O _ 0 v i a 0 0 0 0 0 0 0 a N N c�D N 0 d 0 Z W Q m 0 C c d 6'-4" A T-10" 3'-108" 2'-8" TYP @ 2 STORY (SEE JJ/S6 FOR J STEM OPT.) S6 6'-0"_ VERIFY METER LOCATION WITH BUIL ER I H.B. "' ELECTRICAL PANEL I (2) #5 REBAR I �� ( 1 I 1 FILLED CELL TICALS / in O � 0'-01, 1 " 1 . • • ^ i�� I I GG 1 CC W/O N ; S3 UPLIFT S3 0 ( 1 S3 f LO PLUMBING 1 1 PLUMBING I TYP @ 2 STORY STACK ---.� T co STACK U.N.O. (SEE JJ/S3 1 1 1 I FOR STEM OPT.) 1 SLOPE 7'-2" 1 N - - - CJ - - - 1 1 1 -3 1 /2"Q� c14 - - - C J 1 - - - O cv 16'-7° 9'-11" 1 - ...................... ...... lk O 1 I 4'-0" 26'-6" 21'-6" ■ 20'-44' 1 6'-13" 1 I 3-1/2" MIN 3000 PSI CONC, SLAB FOR RAN GE 1 HERNANDO COUNTY ONLY 2'-6" x 2-6" x 1'-0" W 1 I I cSLOPE 3-1/2" MIN 2500 PSI CONC SLAB OVER W/ (3) #5's E.W. I I 6 MIL VISQUEEN VAPOR BARRIER 1 I- I (2) #5 REBAR o CO"'3 N L M a0 2'-42" M24 VERTICALS w/ in 17 S3 13'-11" 2'-6" 3'-Oa' 4'-8a" FILLED CELL L—PROVIDE L-6- W.H. STUB UP TO S3 FLOOR 1 qFOR d oSTEPS 1 %2' RECESS SGD. REFER TO MASON'S SLOPE FOR I----1 1, SINK W/ DISP I 0 D W a 1 1 _ WIDTH I I L— - - CHASE TO I ISLAND I co FOR I FOR A/C T AS ■ REQUIRED 1 - J - _ - PER FIELD - - - - --=------ i� L----- --_— Cl) CONDITIONS 1 --J .. 01-01, L . v I — T ■ 19'-54' T-Od / 15'-6" 6'-0" 2'_0" INDICATES FILLED CELL w/ 3000 PSI KITCHEN `1� �> ' �� T PROVIDE %2' x 9 �2' RECESS FOR FRT. DOOR IT 4" 00 i� CONC. GROUT FROM FT. TO BEAM ISLAND LOW // TOP OF CONC./ PAVER TO BE 4" 1 is W/ (1) #5 REBAR VERT ABOVE SLAB WALLS _ SLOPE 1 TYP @ ALL PLACES SHOWN I— BELOW FIN. FLR. CO L ■ �, HOOKED FTG. DOWELS 5" EMBED "GRADE I — — �'/' S3 W/ 25" EXT. ABOVE SLAB 40 • • • • . • :::::::: :: CD STEEL" I 20' 44" O� r 3' 72" 3'-72' I 14'-44" 1 ■ — iv TYP @ 2 STORY / I N o> 10 J / / '-r--GJ'/ / �Tm 1 ( I 6-0" 2 -0' 2'-6" x 1'-0" • 1 // I #5's E.W. I 2 -6" x 2'-6" x 1'-0" I I L_ J ,_� 1 W/ (3) #5's E.W. I I GG - I S3 N 1 J TYP @ 2 1 0 '- / /' HVAC CHASE 1 10'-0" 1 S6 STORY �'�' ■ / BASEDCATON ON AC PAD AC PAD --- — -- — — — — — — — — — -L — -- —IL 20■ — ■ ■ ■ ■ NJ I■ ■ ■ ■ H.B. TYP @ 2 STOR J T-O" S6 6'-4" 6-0" 6-0" 2'-0" . 2'-0" 2'-O" . 2'-0"' V-4" . 2'-8" 1 5-8" 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. FOUNDATION PLAN - ELEV-Al SCALE: %4'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LF wco z n-- w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ♦ .� ♦ m ♦♦- #5 CONTINUOUS n ♦ ♦ ` "♦. REINF. SEE FND. FOR ♦V, q- ♦♦ QUANTITY #5 X 25" X 25" CORNER ♦7,f ♦ ♦ ~ - ♦♦ BAR ONE FOR EA. `� HORIZ. REBAR, TYP. U.N.O. ® (, ',_ -Alternate: ♦ ♦ ♦ ♦ ♦ ♦ The reinf. bars shall be a;r cont. around corner by cold ♦ae,° , ♦�; �. ♦°;♦ ° , ♦> ,° ,°�br bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" o e9 eaa � y o � � ® cc rs -o w - c b N co N cc m v e' �.. ev Fees 7. 0 0 i }p g a • • r> �o %.� � •e�.7 . `""s`� r two To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H o F 0 p® co � N n 0 QO:I _ N _ co h` J L1A t� ai NLU CJ lJi u. LL EL 113 C: 0, " 6 Y. j I6 � CV _ W U) . m W ey N ¢ J `" 0 N ¢ O V Z v U) W ❑❑ N M O co Q < C� Q M U) o 1 LL '�• ts'S r/ f6 u., O U O0 N ,^^ • Yp S d N m o_ ® w M M J � a Z 4 cd E �o so >6 zo aN � p V U, z z o ❑a tD �0 �o QD E < o, a W� w� N m mo CU o� c� z ¢U a ?� C) < ao a z ow r� v C as 0 L LO m rn B Q i— CM :3 C) o O � � x J m m LO O +-+ U- CM 04 Q CV OO m C.0 LO 0 r T LO LO E (0 M o z z E O CO E a- U J Q J JOB NO: 23-06130 SCALE : AS NOTED SHEET NO. 6 co C:) r') L0 Lr) 0 7<0 C> Ln C) C=) CID C=> L0 00 C> r') L0 L0 C) LO 9 C) �2 �0 C=) I to C'4 Cli L0 CR LO C=) L0 L0 C-0 C14 C> C14 CL E U U) Q> E LO C14 C) LO U STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FORINFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUSS----L Z///rF FLOOR TRUSS 2x4 CONT. RIBBON W/ S�X) ' A (4) 16d NAILS I EA. TRUS 2x BLOCKING W/(2) -12d /(2) 12d NAILS I EA. END Aj,SEE PLAN �FTRUSS BRG. —4 \__cONNECTOR AT r\ EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING - -\\—LINTEL SEE PLAN STRUCTURAL SHEATHING rFCO3� CANT. FLOOR TRUSS CONN. k I SCALE: 3/4" = 1 '4' 2 D2 PT9(' f= T ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft /IND SPEED (ULTIMATE) 140.0 MPH /IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C rC=r'TIVC WIND PRESSURE AND SUCTION 1PSF1 WINDAREA VALUE DENOTES PRESSURE H I P ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e or 10 HIP -35.94 -49.57 -49.57 -49.57 I GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 -7 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 CY16) or 1V32" EXP. 1 (3�1'6) TILE: 1Y32" EXP. 1 (32/16) NOTE: 1. PER CODE ASTIM 1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0. 113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN `V32", SHEATHING SHALL BE FASTENED IAII�U AC�AA Clna7 OCOC 0-2 1AA Oi/ll 1) 10111 KIA11 Q nQ AQ�RA ClafZ7 0000 nA I)- 10f)" KIA11 C k x . I k X. a=4ft 3. GABLES- DROP GABLE END& (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [412]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. PTr-' P ,/— 2x BLOCKING I>< 11 11 11 11 11 1] Fr ..... 1.1 1 1, iv-lr 7:1 ..... r r _j Lr U_ L0 LL FT1 t z (2) A EAM TO BEAR EAM To BEAR DIRECTLY ON CDIRECTLY ON CIVIL WALL MU WALL 18 D1 OPTION C OPTION C A CANT UPP S SUPP T US TRUS fG E �1 W 00 0 0 ILL D2 ; Z- ........... ........... CANT SUPP TRUS -FT5A .......................................... 2 >< \,,SE 0,- J� ILL N U_ U) C) LL x 2 FO 0 LL > FT1 1 2.5 FT4 2) L (2) TX 11 SYP #2 W/ 7/16" OSB FLITCH PLATE NAILED BEAM TO BEAR TOGETHER W/ (2) ROWS 12d DIRECTLY ON NAILS @ 12" O.C. STAGGERED CMU WALL (TYP. EA. SIDE), TYP. (3) BEAMS (BOTTOM OF BEAM @ 8'-1 LL I I�j IFT3GE FT12 M .................... U_ 7— . FT1GE f 9 *N — Zx bLUUKINU k::V 2 'N ZX bLUUKIN(_i YIP. BEAM TO )RT DGE BEAM TO )FIT DGE UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 11 x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875(1)PLY 1795 (2)PLY 9 - 1 Od x 1 1/2" B HETA16 1810 9 - 1 Od x 1 1/2" HTA1 6 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 - 1 Od x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 11 x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 1 9 - 11 x 1 1/2"& 8-1 Od H FGTR 4725 3400 wl (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 11 x1 -1/21 K HD3B 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SIDS WOOD SCREWS & (1) 5/8" ATR IN LUS26 1165/1060 1005/915 8 - 1 Od x 3" JUS26 1000/11 --- 8 - 11 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 -11 x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" MTW12 1195 1005 14-1 Od x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMEN. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT1 5 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F wl (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" T SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-11 x 1 1/2" HHCP2 680 570 1 (20)11 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") FA0 MIN EACH kD) MUSS VVEB 10 EACH k1A) MUSS IOPCHORD p EVEM nmlrnor_�,IINU 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 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR/ROOF FRAMING PLAN — ELEV—Al SCALE: Y4"=V-0" C CO on ik t:t 0z .3; Cc cz C= C3- 1, Ad S - A d C le"e, 0, To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. J0 -z E -8 -6 2 � A C 0 0 Q,) �2 ul U) U) r- r Z 04 CD C6:: cc LL u_ _j EL Z 50 M5 U) Z 0 coz�r < of 0 b 0 < 0 z iz- Q ul A Lug 0 LLJ V) Lj_j E C) 00 < 0 C.0 cl� I 0 � z< z co E C:)- 0 E z 0 Z <� zo tg CO E z0 < C/) C: -C3 ai (IJ z 2 0 '0 'm 02 z 0 60 C) W M <0 Z, 0 z A Cl> 10 10 1 5 0 0 0 C) L0 LO < 0 CIO ca Lr) C:) LO 0 0 C:) U) M LO < 0 4-1 1 c) 0 N U 0 00 M 1 LO C:) CY) < L0 It Ir- E 1.0 LO ca z C: E E Ca 0 0 JOB NO: 23-06130 SCALE : AS NOTED SHEET NO. 7.1 C71 LO 00 CD 1-3 LO V) C=) L0 C) �2 C14 00 CD r-1) Lr) LO C) C) U-) C) t2 CD LO C� U-) C:) -g L 411:� C'4 C:) E C) C) 01 C14 C) C14 C'4 C) 04 LC, C5 r_4 L'i LLJ S 0 Ul) (2) x Cl) LO A/ L) 0 L) V> 112) Cil CJ3 CJ5 CJ5 CJ3 Cil RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH �XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft [4:12]-[12:12] AREA ROOF I ze 2n Z, 6e JI I CI HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 7 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 F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 C4116) or IV32" EXP. 1 (3�/16) LLE� 1Y32" EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 x 0. 113") NAILS 4. "nl=nm I r1c onm� I nill I "I ININ I nm� I !=n I M�11 732, On!Z� I r1111U On�LL OM FMO I �INMU WITH ASTM F1667 RSRS-03 10d (2Y2" 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 W1 BLOCKING PER NAILING SCHEDULE. TYP (2) 1 G x 21 , 10 6� 0) < . . . 00 < . . . . . . . . . r- < . . . . . CD < * . . . . . . . . . . LO < . . . . . . . . . . . . . . . M < . . . . . .................. . . . . . < . . . . . . L0 < ... . CD .. r, < — �� . . i . . . . . C, M . . . . . . . . . . . . . . . . W 0 : c) ..... . r4 ..... ..... .... . 7_1 I Cil . . CN . . ..... \ ..... U C < ................... . . . . . . . . . . . . . . . . . . . . ..... . ..... ..... ... . . . . . . . . . . . . . W J1G W 7 4—CJ5 ..... ..... ..... . M LO 0 L) L) 0 (2) x LO CY) 1>1 v (2) X a=4ft GABLE ROOF > 20 TO 45 DEG. [4:121-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 HETA1 6 1810 9 - 10d x 1 1/2" HTA1 6 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 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 Odxl -1 /2" HTT5 5795 5/8" ANCH. /(26) 1 Old x1-1/2 K HD3B 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOODSCREWSAND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT-F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 1005/915 8 - 1 Old 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" 0 HUS28 1760/4095 1720/3125 30 - 16d x 3 1/2" HUS28 2950/5090 30d -1 6d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1 /2" S VGT-M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT . T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED W/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Old x (1) 5/8" ATR w/ 12" EMBED w/ LISP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F W/ W16-D—S—INKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 116 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SPI 555 535 10 - 1 Od SPT22 735 8 - 1 Od SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-1 Old x 1 1/2" (20)1 Od x 1-1 /2" HHCP2 680 570 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 AREAS & 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 kB) TRUSS WEB TO EACH (A) TRUbb 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 54" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET DI FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—Al SCALE: Y4"=1'-0" Cn coo Uj cz, U) cc C= C-A co 0 W co CD 0 v C141 U 0 S 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �,Vwvffl W t E CD M 8 0 ON C� 11 0 r- o0 IV 10 00 �2 r_ V) U) CC,", c? '2% M LL Lau 0 co C Co co C',i N, W U) c� Lu LL M 00 LO Z < co f-kU, z N < 0: 0 d C) < 0 0 co 1 W 11 E3 Q) co (D < 13 ul 0- (Ij 4-1 LU 0 V) LU C/) LU E C�f 10 < M 0 0 co cl_� z LL_ cd- C� 0 E �j co E 0 < .0 0 z 23 fu t , 0 z < � I 1 z W- 1z z Co C) 2 < M 1 0 0 5 101. 17 0;� U) LID M (D CY) co L0 C:) C:) & LID _j 'Ile 0 C:) U) LO < 0 0 LL C) co F4 0) 00 100 to LO C:) c1r) LO It LO U') E 2:s C.0 6 z CU z E C) (n 2 E 0 -a < _j JOB NO 23-06130 SCALE : AS NOTED SHEET NO. 7.2 _TL I I I I I i I I - - — - __ ___ - I I III I 1FT_-,-- 1, 1 , h I I �i 1, - i i -Tli I 1 -7] T-- — I 01 LO cc) C) n L0 L0 0 C=) LO C=) C) �2 C 1 L0 00 R L0 L0 JT LO C> C) r") L0 C� LO C> LO L0 ID 3. C/) 39 C14 CA. E E 0 CD r r.-) C�4 0 CD S ZZ- LO 43 15 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 L/1 80. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load Safe vertical d + Safe horizontal load <1 .0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS -Mm' 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`32113/1T (9 S (9 a FORM & GROUT SOLID C'4 < b L) #5 BAR CONT. 8 F 12-1 B/ 1 T (0 N" LINTEL DETAIL SCALE = NJ.S. 2 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" ILL I T r-C: UQQIUL4M I IUIN REBAR AT TOP IN. (1) RECI'D ALTERNATE POWERS F = FILLED WITH MIN. GROUT / U = UNFILLED R RECESSED EAR STEEL LINTEL QTY. OF #5 6 4 17'-4" LL -REBAR @ BOTTOM OF LINTEL CAVITY 4 ,*-c.m.u. #5 REBAR AT TOP A' 4 MIN. (1) REQ'D- 1-112" CLEAR :D 7 8RO'B/1T < < Z L9 '0 4 -GROUT E tNOMINAL. QUANTITY OF A --#5 REBAR AT U) LWIJ 6'-6" LL WIDTH #5 REBAR AT 0 BOTTOM OF Z 'WL wo TOP 0 '-W-BOTTOM LINTEL CAVITY u, NOMINAL-J HEIGHT REINFORCING e PROVIDED IN <M < (j M 0 U. Ir Z - ACTUAL 8" NOMINAL WIDTFF' LINTE� �2 S 0 4#A5S REBAR AT B TTO1 (VARIES) U) a - INDICATED MATERIALS T-7-c-precast linteis = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5, Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7� 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per A$TM C270 type M or S. M INIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SPF STUDS @ 16" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) LISP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR)/2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to 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 Intels prior to applying the cementibuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ,SEE PLAN 'T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL SCALE: 1" = 1'-0" LINTEL PLAN - ELEV-Al SCALE: Y4"=l'-O" C-1 U- cl.- -ZJ cc 'Awl M C2 �31RO Cb U1 ir -.*- To the best of the Engineers knowledge, information and belief, drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 'ot E Cc- 10 64 , cb Lon C' co Lo a 0 oo (n V) (:0:1 '10- "L -0 0) N C m LL c- u., 13'c Z 6 c: o" co -c 0 9 r� :3 0 �e I EM W 02c') ; ir 3: W 4, Z c' - d 'n N Z < 04 Ce) X 0 < Z W 0 ;z- g V) CZ Q) o 4-1 0 E o 55 < 2 o N cc> c < u- cd E z- CL I= cu ` E o < F�2 Z 'o z U.) C: C: < lo ol z < z z <� W ol < o .8 cl> C 2 C:> -117 (.0 LO LO < M CY) cu C) :3 C:) CL LO 0 0 C) U) CNI U') < 0 U- C-) 0 C'4 C) Lo ca 00 C:) c,e) < LO It U") E Z m Z E 0 w a) E 0 0 0 < JOB NO: 23-06130 SCALE : AS NOTED_ SHEET NO. 8 It U, L0 00 C:) LO Cn 0 Ln C:) C) t2 C) Of '�z U-3 00 C) tn LO L0 2 3:: C) _n L0 C) 9 C) �2 C) LO C� U-) Lr) L0 C14 C) 5�- CL E E 0 Cl- C'4 CD Cl- C14 LO 4i 15 rn 0-1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2, GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE SITMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 61TMS 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. DEADLOADS: 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4, BALCONY AND DECKS: 60 PSF-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. ROOFTRUSS 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 PILF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 + WIL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4,1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE, 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" 1 y2" Y4 " CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 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 11 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 ASTIM 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 W1 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. AND TIE DOWNS: -FASTENERS 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTIVI 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 = 33KsjWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0. 131 ", 1 Od = 0. 148", 12d = 0. 148", 16d = 0. 162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1, MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. 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 1557-02EO1 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 grinkler systems including all risers and spray hea s shall not be installed within 1' -0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1 �2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra S etc., shall be made rmanent forms. Permanent forms Ee with metal or plastic must P91 eliminate the disturbance of soil after the initial treatment. of a size and depth that wIl 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cgrete overpog and mortar along the foundation perimeter must be removed be ore exterior soi 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 comp!ete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin%department by licensed a pest control company before a certificate of occupancy will e 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". FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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.0 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 PROFESS I ONALS'S HOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. C*j 'i co C3 0,0 C: Or_ Rol VA v 0, AD I 'loll To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Fiords Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beadng Engineers signature and seal. W E 0 co 00 1� 101 C14 a - C CC) 0) C-4 0 C? 7D C/) r� r % 0!1 (N 0 or): u2 co LL LL U CLL , WL , 10; ca 'FD N w 0 C� W 65 Z 0 L Z R W < (D AMEEM L.Lj 0 L.0 U-) U E < Co Cl) Cl) E 0 0 CU r6 U 0 E co M W t ro C C: < 06 (D _j '2 < < 102 I Z < 0 C) M < 0 .j 10 '0 0 ,1-. < 0 ?! C.0 LO V) < cc 0 C10 (0 LO C:) :3 (=� O_ L0 0 0 C:) U) 0 .2 CO LO +_j 0 < 4-1 U_ 0 0") _�d U C:) C:) LO co 00 M LO Cy') LID lqt IT-- L0 U') a) E co Z =3 E E 0 -0 cc a) CL 0 _j < a _j 30B NO: 23-06130 SCALE : AS NOTED SHEET NO. S N A I I I I I I I I , 11 1 :1 , I'l '11,1 1 'L L, I I �, L I I I -FIT- cr� LO 00 LO LO 0 2 C> LO C=) -16 t2 (0 C> LO 00 CD N-) LO LO Cr :Q r') a) LL) 9 C) t2 C) r.1) C14 LO Ln C) C'4 C> CL F= E U 9 -2 17 — CN LO 0 1= 15 0- - rn C14 C) Ln < THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 177 --- ........... .1 1 ..... .... ........... .... C" ... ''So ........ 16GAxl-1\2" LONG (3/4"-1" CROWN) ... MAX-T.+. +. � ...... I..... � I—: I ... . ... 1. . . I 16GAxl-1/2" LONG (3/4"-l" STAPLES @ 6" O.C. VERT BETWEEN . .. ...... STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS V_ (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 101-011 TANK -LESS W/H L__J CORNER OF __,,7 H C G HOME GARAGE SIDE 000 0. 51-0" < '0 (D C:) 11 = 0 - I 0 LO STUB -OUT FOR 0 GAS METER 0 0 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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. 71-5" (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. 116-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6" -1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. (2) 16d TOENAILS 2" X 10" @ 24" O.C. "IT-O" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI8Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 112" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1111 CE11—\ STD. 90* HOOK F BOND BEAM F U) uJ 0 CONT. #5 #5 STD. 90 BAR HOOK CONT. BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJ I TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" Small gap 2 min. " . 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection, Tight fit 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" max. required when indicated or 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 Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor cnh imn w/ Inwi-q N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 1 Od box areas=20 of high or4l) sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or (D Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I NPR" (10d) nqil.-,.qt 6" n r,. Q�� Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D NOCKOUT EXEMPTS) (see table below) D W (see table below) higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Required on interior walls for vertical load transfer 7"IT when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist It When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing E 3" max JOISTS OFFSET 'oC Whe 13/4 Use 1 Gdx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. (0 CD �6- \-DO NOT CUT HOLES _`_�6- 6" BE CUT ANYWHERE IN A %" ROUND HOLE MAY CANTILEVER LARGER THAN THE WEB. PROVIDE AT 7 7e-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN WNW -3- MIN%& k 14 4� 8 Any 16" joist 12 Span (It 16 120 124 T-U' V-11" T-Z' V-2" V-3' V-3' V-7 V-11" 24' 2'-g' 3�-Z' 3-7 I -a' T-11" I'-Z' V-2" 1!-3' T-9' 2-4" 2-11" 3-7' 4!-Z' 4-9' 64' 1'-0" V-11" T-Z' 1�-2" V-7 2�-6' 3-2* 3-10" 4-9- 9-7- 6-4' 7-2' 1 T-a' V-11 " I 1:-Z' T2" 2�-G' 3�-O" 4-0" 14!-10" 1 1 T-0" I T-1 " I 1 -2' T 3" f 2-6' 13-7 4�-9' 19-10 "1 7-Z' &.4" g-G, 10,-g, NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE 1)/2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End Intermediate BCI 50OOsP 9-1/2" 11-7/8" 2-8d 3-8d 14" d 5-8d BC16000so BCI 6500s2' 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-87d 5-8d 16" 2-8d 6-8d BCI 60e 11 -7/8" 2-8d 3-8d 14" -8d 5-8d 16�1_ 2-8d 6-8d BCI 900 11-7/81, 3-16cl 3-16d 14- 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) - NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS I R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR E AND QUANTITY )IFFASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL FM on Backer block (112" wide min.) --I I I__I I 1--i 11-1111. _1 I I —_I I I —_I I --I Nail with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRU STEM . . - SEE PLAN FOR FOUNDATION INFO STEM FOUNDATION F- GRADE Filler block. /--R . SE PL 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—�_/:Z_ Block �3�13acker "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. /Web stiffner as Web stiffeners are not required when top red if hanger requi flange is laterally supported by joist hanger. doesn't meet height requirements — — �117 .1 0 6 X Joist D depth Joist hanger I -JOISTS BUCKETS N.T.S. (2) #5 REBAR CC �H ASE 4- PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 META12 TSS INSTALLATION @ MID SPAN UPLIFTVALUE NOTE: IS BASED ON S.P,F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION 1 JOA X11 /2' 015# TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE - PENETRATION� 4 41 4 4 /Z PLUMBING LINE PVC OR SCH40 SLEEVE A SEE FND. PLN I SIZE & REI 12" BELOW GRAD PIPE VERTICAL THRU FND. E TOP (2) #5's x 4' 0" CENTERED PENETRATION_� @ Pl�E PVC OR SCH40 SLEEVE PLUMBING LINE z 4 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 ., ''I HEI 11-1 11— 1. .0 SEE FND. PLN. SIZE & REINF. C: 0 C Cc-, W 0 Z", 5r J LA 7-;; F� 1 0 V'.-" 081111 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and sea] is only for the structural engineering portions of the drawing pages beamng Engineers signature and seal. .. I I .11� 0) W 8 E CD - 08 cq C, a) Z; a, .2-2 0 .5 LO 00 Cn 0 C/5 u� Lu W Cq CD 0 - -- , ! I C U M u_ -6 z 0 o' 2 �r 2 M C? - I :c .0 0 R 0 -5� C) W =3 C', 0 W U) CP d Z " Z� LL m < < - r z o� 0 Lu co z 3 N < < U a: 0 z b d El El 1-1 W (D Lp CO go J� Ln (D .2 41 LU 0 LU V) V) ZD W C) E W C.0 C10 z U_ E 0 E C, 0 R, oo 'CB, E C"n 0 '0 0, �z S? I, '< M -,=; C: z 'o 01 < 0, M <0 W 3: 0 2� z M 3: < Z�; - < 0 < 0 (D In LO LO 0) 2 < M 0 co CID LO C:) CL LO %,ef 0 0 CD V_ 0 -1 U) CN -9 >, M L0 +_J 0 4-1 0 C14 U 0 Lo 00 .0 co FJ -0 00 (7) LO C:) < LO co It LO LO W E >1 (.0 C: (y) 0 co z 6 E 03 E '0 0 0 _0 0 _5 < C JOB NO 23-06130 SCALE AS NOTED SHEET NO. SN 1 d I HAI I T]—. 1 11 1 1 1,, 1 ii T i L0 00 C=) to L0 Ln W C7 Lo Ln CD CD I Ck:: L0 00 C> 1-0 L0 L0 P LO c::) C:) �2 co C=) C'4 L0 C> Lr5 C=) L8 L0 1P 0 tv, L0 C__1 C=) E 0 I-- C') 4) E 0 CL Z� 0 C14 (7�4 C> C14 �R Lo U ck:� I -I ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES t_1zzz_z__ I INSU 5/8" OR 1/2" HIGH ----- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL-) NAILER STD, 90-HOOK (SEE DETAIL V r-2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @ 16" O.C. W/ (2) 1 U-101" (R302.1 1) 16d TOENAILS T & R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2� PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE = E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" A\ 4 1�! /-- 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER 1. 1 Ill . 1%� - - '. . SHINGLE ROOF, SHINGLES TO A BE IN ACCORDANCE w/ ASTM E� 7-11 r I I�E�l I IE]�l 11: =1 I> Ell 111=1 D7158-CLASS G or H, or ASTM -CLASS F, IN A D3161 -tl I 1=1 I -1 L17=," MI ri El I IE1 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING V I M I 1:=1 I 1�__I I CODE 7TH EDITION (2020) 811 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIESJJJ_'� I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X1 6" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL rYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD - U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH :1 FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB Cl) /7L4� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W /-NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BE LOW GRADE C� E= 1 0 z 00 6 MIL VAPOR 7 2� 0? BARRIER I> COMP. SOIL. (COMPACTED TO 95% EE11 I I I I= MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/ ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U. N. 0. 1 4" 1 V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-121" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS --- \ GG S3 8"x8"xl 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT-.-// I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" �3 2xS.P.F.ST DS@16"O.C. A 2x STUD LOADBEARINGOR EXTERIOR WALL 81, C. M. U. 1 "x P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL C\I G/S3 FOR ANCHOR BOLTINFO. 5/8" 6" "J" BOLTS BOLT x (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 1 Od NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 z NOTE: *FOR BEARING WALL W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECT 1 10 N rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=11-0" 11,�S3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"-_-,\ z GRADE 00 -MI117 I 1171171 (1) #5 REBAR w/ OPT. F, =FH� -=IrM I I I=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE T SCALE: 314"=1'-0" � S3 I BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND 14" 13" O.H.D. RECESS 0 H D. RECESS 4 ?: Cl) d 4 A iETT=.__T1T_. VILL].. -,1. 17 --I -IT rif� -_IrI :. . D- 'T 4. 4 60 00 4 4' =75 I I -11 I�HT S E E A/S3 OR J/S6 -`-I LF, I LI �T_IAI 11:-�+Ir_ ip FOR REINF. INFO. 13" MIN. CLEARANCE 114" (1 STORY) / V-8" (11 STORY w/ DEPRESSED SLAB OPT.) 1 1 1 8" (2 STOR) ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 --- -1 Llfi=, LLr,--,,L F, I WIF FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STCIRY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR S C A L E: N. T. S. 111 3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ - 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH CE E 711 1=1 III 6 MIL VAPOR BARRIER'fT=ll 1 11 5/8"OR 1/2" HIGH STRENGTH ---- (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" 0 ' C ' @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8- x 10" "J" BOLT @ 24" O.C. W/ 2x3/116" PLATE WASHER (TYP.) ELEV. Y-10" (ALT: 112"x12" TITEN HD @ 24" A. F. F. O.C. OR 5/8"xl O'WEDGE ANCHOR @ 24" O.C.) 211. 0 ELEV. 4-3 1/2" z 3 1/2" MIN. A.F.F. 5 �1 I U_ TRUSS BOTTOM CHORD OR 2x4 #2 SPF 518"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 1 Od NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 1 U-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"xl 2" TITEN H D @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 518"x10'WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 3 1/2" MIN. I .7. V (3 1�(il - - - �11 _=nI C:) 'I , 1% , -11 I�l 11-11 �_.71 �3 1/2"(min.) C14 a.: 00 A 1/2"(min) - 4"' -1 1 k-I I If I III (2) #5 CO T. fill I I 4" 1'4' 8" U.N.O. MIN.. TYPICAL BEARING WALL (@ STEP (@ SHEARWALL K"_C� "SHEAR WALL" SCALE: 3/4"=V-0" -7 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 1 Od NAILS ,,,2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH JL 00 3 1/2"(min.) - 4" :3 (2) #5 CONT. 41, U.N.O. MIN. I . t k 1/2"(min.)- 4" I Yt-'IUAL b AFIINU WALL La) Z5 ItzF CC SCALE: 3/4"=V-0" S3 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING APPLICATION NOTE: 10'-0" (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 nOOK DETAIL SIMPSON Spi W/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR x 3500#, MIN. TENSION 2600#) 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x SPACE ANCHOR BOLTS 6" MAX FROM 6x6W1 4xW1.4 WEEP SCREED INSTALLED BAR I ATr: C�! X 0 - WWF 0 END OF 2" x PLATE Cl) PER MFR INSTRUCTIONS 4, N"-#3 OR #4 REINFORCING BAR X !> / 0 IL GRADE 40 MIN. Fy= 40ksi X 2� #3 & #4 LAP SPLICE X [GRADE 60 MIN. Fy= 60ksi] C/) FINISH GRADE 60 2 0- 'T" 9 25" MIN. LAP [30" MIN. LAP] L x X LU 60 A W U) I I Fm=_ zz 4 F, #5 REINFORCING BAR C, < #5 LAP SPLICE -.. T17 (2) #5 CON -11 El. M LID E. I r 19-- &AIKI I AD ICV- KA110 I AD n 11 COMP. SOIL. (COMPACTED TO 'I if... 1 1-11, t 1 114 0 urim V-4" 8" (TYP.) r"'n 95% MODIFIED PROCTOR ASTM . I _'"T I I : D1557) t 41' V-4" � ., -, 1xx1 11 11 "--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=V-0" � S3 SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2% HOLD GYP. BD. 1/2" FROM SLAB 01-01, 0 CONT. BEAD SEALAN INTERIOR -3 1/2" 'A I I .6� A CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB--, 0? z 6 MIL VAPOR BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S. G. D. (U. N. 0.) 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO Al SEE PLAN FOR x & LAYOUT DESIGN m57=7; TOP OF BEAM 4V i�i IM" ill., SEE ROOF PLAN 0? A A '1 A IF (2) HTS20 FOR STRUCTURAL C-) E BEAM SIZE & 41 CONNECTION INFO, & 2x4 #2 SYP P.T. FRAMING w/ 4 T=-., F11EM11 I=_11 I I I MIN 7/16" O.S.B. SHEATHING SEE A/S3 /J/S6 z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION L U COLUMN SIZE AND BASE LU LU CONNECTION INFO, SLAB STEP & RECESS ( 'C--VN S.G.D. rM U) SCALE: 3/4"=V-0" �� 3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRYWALLAND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM L TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS E TO FOUNDATION PAD INSULATION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ON FLOOR PLAN Uj SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 009 - E FILLED SOLID (SEE PLAN FOR 2 6 x 6 W1.4 x W1.4 LU Uj SIZE AND REINFORCEMENT) Uj WWF OR FIBERMESH ULI Cn BRICK PAVERS or SLAB PER Z I-- LILI 5 a- LU ED 0 LU = 000 �2 LU z Z� COMMUNITY SPECS U_ Cn = < 14" [ 4" 1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" v _U 111. F L r%. �"-FOOTING BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONIC PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAM NG rCDT�2 PATIO COLUMN FTG. DETAIL � �N SCALE: 34" = V-0" SCALE: N.T.S. Cn A` s 0- 0', �:'�o S cli A C:� C-,L. L s, 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 a structural engineering portions of the drawing pages bearing W c- 1 Uj 0 0 oo Lo o? C/) 1-4 C-1 c6:: LLI cu LL IN, LL Lu EL -6;; EL 2 A, (a c 'IT 6 c� 0 =3 co �e 0 W r,- �; 0 n C, W 3: IL W 3 U) Lo zo �j- g 1_w, z 0 L) El r c, co f i� (D 4-1 <-/> C) U 0 V) L-u U g. 2 E o cl� cl_� �z < E z. CL E oo '.1 to z =3 c/3 C: C: o w o z Do 8 z < q W C/3 cD Do < j zj� C, 2 C:) M LO LO cle) co L0 0 :3 C:) 0- L0 _j Cr 0 0 C:) W o M �2 CD LO 4-1 0 4_j 0 LL Cy) C'4 C:) L0 -0 Co C14 00 -0 M (.0 L0 C:) cle) L0 It L0 LO E 0 z co z E cu CL ___1 E 0 - 0 ca _0 JOB NO: 23-06130 SCALE : AS NOTED SHEET NO. S3 (MONO) I - - I - , I I __T_I_ - - I , 1 1 1 k I I . 1 11 1 If I � - - I I I � H F _T F_ LO C� 00 LO LO Cn U, Q Ln CD CD 9 NO Cr �E , Ln Lo Ln 2 V) I:; 0 -0 :Q C> LO C> C:) LID LID C) LO LO Cr 311 0 _�2 15 C> E F2 E 0 0 33 Q> C-4 C) co 4; 16 C14 LO 6 15 in (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA, TEE SEE PLAN FOR HEADER—\ /////--SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT --2x DEADWOOD@ MID POINT wl (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O,C. OR 4d DRYWALL NAILS 75/81, 8" 75/81, 8" Q-SOLIDAREASARE 7 5/81, 8" TONEAILS SPACED STEEL AND GROUT DOUBLE2xTOP EVENLY EXTERIOR FACE OF BLOCK PLATE WALLIS 1 1/2" MAXIMUM INTERIOR F1 FACE OF BLOCK WALL IS 2 1/4" HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL IK ] U 11 OR 32 J/ VARIE5 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING _(2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N,T.S. � �4 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 TRUSSABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 W/ (12) 10d (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D BLOCKING @ MID =_�2x POINT EVERY OTHER + STUD W/ (3) 1 Od NAIL�S.� CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" OIC MAX W/ 8" EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 90A STD, HOOK IN K.O. BLOCK A v KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE E-f-i-f- BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL—* DOOR OPENING DOOR OPENING TO DRAIN EXTERIOR WALL CLEAN -OUT rA WALL F1 SCALE: N.T.S. 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11 " DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW B MASONRYLAYOUT SCALE: N. . T.S KNOCK-OUT),.5 BLOCK W1 (1 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT FF 8" STD. 9CrHOOK-/811- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) - OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION --- _R _�E - - - - - T E IT= NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, (�) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL , , , �' ��\� \,�' - I < > 0 FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 2x4 (NOM.) FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER Z / GARAGE DOOR TRACK X CONNECTION ASSEMBLY Z GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. I — 'BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER 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) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od NAILS@ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N .0.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1 1 4' (1) (2) (1) (2) TA 1 (1) LS 30 4'- 9' (2) (3) (2) (2) (1)LSTA30 91 -16' (3) 1 (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"xl 0" OR GREATER HEADER \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE W/ SIMPSON LS30 wl (6) 1 Od x 1 1/2" EACH SIDE '---2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL 6Q_`**� SCALE: N.T.S. ��4� 3E SIMPSON SIMPSON SP2 SP4 2X STUDS @ 2;�O 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/Sl FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" OIC 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 BARRIEZ� TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T LU O/C FIELD < 2x TOP PLATEJ Cl) 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) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 71/ 2x STUD @ 24" (24" O.C, MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE rp EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT� (SEE SCHEDULE) �j AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- H I W/ STD. 90' HOOK IN K.O. BLOCK MM— r— 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 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48,, SPLICE STAGGERED ��ICE �A '9" SP 10d @ 8" O/C ATTACH ALL f EXTERIOR STUDS W/ Y4816d TOENAILS TO P PLATE NOTE: BOT OM SPLIC LIST BE PLATE LENGTHS M AT LEAST 4'-0" LONG, TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M� SCALE: N.T.S. F= 2240 LBS SIMPSON C 2X P.T. PLATE SIMPSON SP4 SP2 � SIMPSON spi SP4 __ 1 O ST J-� M, TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL 1 E \-NAILED INTO TRANSOM FRAMING IMP ON SP4 [)P)1'50� 2X8 P.T. BOTTOM P�ATE SIMPSON SP2 -7 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 \-5/8"xl 0" "J" BOLT @ 24" O.C, MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " — TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL//" j SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) , (4565# SP F) , (5645# SP F) '(6970# SPF) iS (9335# SPF) N. 8" :)OXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIEDA.T.R. NUT ;P4 ROOFTRUSSABOVE 2XTOP PLATE 2X BLOCKING OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE A (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X 10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 1 Od NAILS@ 4 1 Od NAILS @ 6" O.C. -,-,---- STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. PLYWOOD FASTENED TO TRUSSES '�WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 8" O/C FIELD 9 SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE :—PLYWOOD SP8 FOR 2x8 WALL) SHEATHING I SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY-- SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW o-: 5/8"X1 0" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE I UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: — 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" 0,C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. irj_ C1111, CIO kj_ 0- =Cc CZD - _C3 C'A -V-- tn (P C-4 im .� '0 0 W 03.0 0 % o J, xe- "/, 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. W 11- It E 0 4 0 00 CQ4 5 6 C." 00 0 co 01 M 0 N C) 4 r 7 U_ M U_ U_ uj LU a Z cu 'S U) I 9 0 W 0 E 3: W U) M uj z Z� Cl) Zo <. C14 < L) < 0 z 0 U) . . . . . . (D �2 u- 4J C) U 0 L/) 0 ZD _0 CD 0 1-9 z< U_ C6 E E < mg 11 CU fa CL z cl, E . 0< �0 <. Ox 0, -Z IT2 1� M C 2 z < < :E 01 Z, CD C.� cf�- 3: 3: 0 i� -0 0 Z��; C"> U-) LO 1.-1 < a- a) CV) (10 U-) L0 C:) 0 0 0 U) LO < 4_j 0 1-i U_ 0 _�e 04 I In L) C:) C) Lr) 00 cc -0 00 04 M LO C:) ce) (0 < LO Itt E Lr) L0 (0 F CY) jj z E 4:=i Cn 2 C E ai 0 ;�; 'a - 0 'a Ca < 0 C: a) JOB NO, 23-06130 SCALE AS NOTED SHEET NO. S4 z: I it kid, "".1 1 1 1 1 1 11 LO 00 LO Lo C:' LO C0 C> 1") LO LO C> LO CD t2 r') 8 L6 a LO 0 =3 -- 0 > C-1 f _4 CL E (D E 0 01 L W Z- 04 CD C'4 Ln 0 a_ LO cm U-1 ::5 0-1 4 a SIMPSON HGAM11 W1 (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 4 BAYS) UNSUPPORTED, BACKNAI L w/ (2) 16d NA1 IF >9" SEE 1 O/S5 LS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. wl (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 101S5 MAX. 9" BAC KNAI L 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 v IF 45'± 4Y± Z 45' SEESTRUCTURAL NOTES AND NAILING�/ 2x4 CROI 3 BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER KERN 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @4,KI @ 8'-011 O/C. 8 _O�O/C EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4 CROSS BRACE -- WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS & EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. Nz 9-1-'/ BLOCKING 7/16" OSB SHEATHING END ' "- GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEAT HING ATTACHED 1// 10dXT' @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS �z7 w/ 1 Od NAILS @ 6" O.C. nu THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING� DETAIL 2"x4" CROSS BRACE-� X x APPROX. 8" FROM RIDGEFASTENEDAT DOUBLE TOP PLATE EACH JOINT w/ (3) 10d X 2x4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ x FROM RIDGE FASTENED AT EA.END EACH JOINT w/ (3) 1 Od & (2) 10d (NOT REQ'D WHEN " TOE NAILS @ EA. END GABLE IS 4'-1 OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ,,--1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. T OP& AND 12" O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS - - - - . . x 2x4 PANEL BLOCKING @ 48" O.C. FOR 21 2x BLOCKING 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 "T" ON T6P OF PANEL BLOCKING�� WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTENWITH 10dx3" @4" O/C SPACED " "" " BOLT 48" O C �2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. x @ . . WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH IE SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 7 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 wl (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,- GABLE WEB SECTION- r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. �5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" 0,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 C�! cli X-BRACING, AND TOP SEE STRUCTURAL--,,,,_ CHORD BLOCKING NOTES AND NAILING INFORMATION 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAILwl—/ 112 (2) 16d NAILS -WOODTRUSSES 60 co 2"x4" CROSS BRACE ---- APPROX, 8" FROM -2X4 RAT RUN BRACING 1 �2' RIDGE FASTENED AT AT 24" O.C. ON TOP OF --V-W EACH JOINT W/ (3) BOTT. CHORD FOR 4 v 10d & (2) 10d TOE TRUSSSPANS 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. 148", L 3") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES 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 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED -MASONRYWALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY / MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB -GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON SP2 w/ (12) 1 Od —2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD — SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) r3 SECTION r4 SECTION SCALE: N.T.S. SCALE: N.T.S. �5 REV. 06.08.22 �5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. 11 E E AND O.C. FIELD SEE PLAN FOR "CONNECTION JACK TRUSS OF THE LAST LAMINATION ( - ) 2X4 "T" ON TOP OF PANEI — L EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FAS 2X4 BLOCKING \1`11 1 Odx3" @ 4" O/C (2) 12d TOENAILS LL NON — LOAD BEARING LOCATION ('D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF IE B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION ( 9 SEE TYP. WALL SECTION FOR SCALE: 3/4" 11-01, ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S, S5 J IINIMUM 2x 3EE PLAN FOR 'ROSS BRACING OCATIONS) TOENAIL) (2) 16d NA (2) 16d PER JOINT --------- 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLETRUSS S5 1" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. S5 RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131 NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO. 131 @ 8" 0. C. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. -ENGINEERED PRE 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 W1 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA w/ (4) 114"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 71' BRACIN -d x 3" AT 0 EACH CONN. @ 24" OIC MOISTURE BARRIER BOND BEAM -MASONRYWALL ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATIO9(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N�0.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" T-O" - 6-01' 6'-0" & GREATER SCISSOR GABLE - (1) 2'W" #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) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-10" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING-,,,,,,, 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTAC H E D 10d NAILS 4' O.C. TYPICAL GABLE TRUSS EB DOUBLE 1" BRACING DETAIL,(�p SCALE: N.T.S. 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED ---16d NAIL W/ 1 Od NAILS @ 4" 0. C. TYPICAL TT� 4 �AL GABLE TRUSS WEB SINGLE 1" BRACING DETAILt/" 6 ' � S5 SCALE: N.T.S. DIAPHRAGM BLOCKING @ APHRAGM ?C @ O/KING C 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) SCISSOR GABLE "T" BRACE /`_7 16d PER SIDE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "V BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. 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 ZBOTTOM CHORD GABLE END BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C= Cc= cm cc C-4 v --i M C= :5: 3; 4111 v r x C'v — v "r"10 "a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ',T E 0 CNI 6 9 0 co a) N 'Co Lq a Co 10 NO U- U Uui� il, Z 2 c- W ':5 N!9 0 0 of cn M z 0 Z UM co 0 C' 0 00 0 z 0 U) W I-] El (D < 13 < V) C2 OD (D LL 4- C/, - LU U 0 LU V) ZD L.0 E R's, Z 0 am= W, 0 C.0 cl-> cl�' z < U- ce E 0 < & E 8 8 E 0 00 0< C.0 I < z W C/D M0 1, 0, E-5 z 1. 8 In < 0 8- W < z 0 . . C) LO LO ICU co Lo C--) COL LO Ise, Cr 0 -j 0 M LO 0 LL. 0 -�e C-4 L) C:) C:) U') 00 —0 ca C'4 -0 M I— (0 LO 00 < Ir— L0 11.0 E co z E (D U) 2 ca E 0 -j C -j JOB NO: 23-06130 SCALE AS NOTED SHEET NO. S5 k LID 00 CD r") L0 LO 0 CD LO t2 LO 00 c::, LO LO LO 9 C> t2 LID Cz LO LO Ln 19 C, C14 C:> E CAP W E 0 CL 0 9 W Lr- C14 CD C14 LO z ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 4z�� INSULATION — BAFFLE INSULATION P F CHART ON LO)4OR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING -------------- BOARD PER CODE W/ 13/8" 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 w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSI3 (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM \PER PLAN A 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP BOTTOM OF SHEATHING TO BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONIC. SLAB M IN. PSI MAY VARY PER MUNICIPALITY 7 .. A :4'.. 'A 4 .* -4 . . A =1 I MI I 1��l I — — =1 I . I. '. . 6x6 W1.4xW1.4 [—�tl —=I I MI I III WWF OR FIBERMES11 FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 x// 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 wl TABLE R905.2.6. 1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA N, SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER U-1 PLYWOOD SHEATHING -j C/) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU LU 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD -j I.- LAYER 1/8" THICK. -j UUTI: W INSULATION PER CHART ON FLOOR PLAN B R 6 S6 --METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 1HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) LU 0 4"x4" INSPECTION PORT AT U- - i EACH FILL CELL TYPICAL = LU AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR i CN CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE ' /FINISH GRADE 00 0? =fl1—=.1 I 1=1 I F 99 tl r =-1 I F \—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4"' TYP 2-STORY WALL SECTION_ REV. 03.16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST----------V" U— *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od X 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLIF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W1 O.C. IOR 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. CORNER TYPICAL "T" AND CORNER DETAILS KN SIC ALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W1 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN I I— 1 SEE FRAMING WEEP SCREED I : . PLAN INSTALLED PER MANUF. *X4" CROSS BRACE @ 2 48" T-T \SIMPSON HETA20 W/ (8) 1 Odxl 1/2" NAILS @ 24" O.C. INTO TRUSS O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)10dx3" @ EA. BLOCKING& MIN. 4" EMBEDMENT IN KO BLOCK END INTO 2"X4" BLOCKING SEE DETAIL 2/1312 FOR MORE INFORMATION �R 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( I PRE-ENGINEE FLOOR TRUSE FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. 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 F U u 2 INSTALLED PER, MANUF. U SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0'I B.U.C. (8) 10d NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL LL SCALE: N.T.S. S6 RIBBONS USS) DETAIL (FLOOR TR SCALE: 1 1/2"=V-0" �6 NOTE: SEE TYPICAL WALL — SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP W.B. MIN.@ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1 Y-O" (R302.1 1) EMBEDMENT @ 24" O.C. W1 SIMPSON SP1 W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 6 x 6 W1.4 2X P.T. PLATE x W1.4 WWF OR FIBERMESH I I 4 A" 4, 4 4 1r;q; :A 'd A 7 — (3) #5 CONT. ON 311 81, 1 CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-10" ADDITIONAL SLAB INFORMATION. ��S6 15/32" OSB EXPOSUREI I SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER 0 SECTION X-X IF Lu , NOT FULL 1 HEIGHT SHEET- -j C z L M FLOOR SYSTI y T (2)- 2x TOP PLATE BEYOND I �-15/32"OSB EXPOSURE1 F SHEATHING LLJ Lu = SOLID 2x (n BLOCKING @ALL SHEATHING E GES(SEE OPENING SDECTION X-X) Lu fL 0 &—x fl, Lu —2xSTUDS W BEYOND. U) SEE PLAN a Ida: 0 V) "-2x4 P.T. BASE '-�HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 314"112" S 1/2" S; 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7116" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O�C. STAGGERED FOR SHEATHING SECTION X-X 1 It` �P1`114vq010v 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT -j PENETRATE SURFACE MORE THAN Y8". < z NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" D.C. w/ Sol COMMON NAIL. @ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. W , J: ) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" D.C. CE w/ 8d COMMON NAIL W uj PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER < 1- 0 q) w/ 8d COMMON NAILS @ 4" D.C. (2) ROWS @ TOP & BOTT. 0 C) U) M U Z) F- �- 2 U. z (n @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL W 0 0 " W MEMBER IF GABLE END U- X NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN . 131" X 2 112" . Do NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". C� WALL SHEATHING INSTALL. & NAILING SCHED. ��6 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 :A� (2) 2x HEADER SEE PLAN 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 S I DE 44--o" 0 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS 2x BLOCKING HORIZON AILP(-� T @ INTERVALS NOT 11) EXCEEDING 10'-0" (R302 . 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 '1� WWF OR FIBERMESH -21 A, 4 A 4. I I ILI I 1 11 .4. 11 IIM I .11 j (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIMPSON SIZE EA END EA END EA END EA END V4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 91-16' 1 (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) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 9 I I I—, @ WOOD IIST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. v S6 cr� C*4 co C= J4 r2- FZ C= ci 0. C-1:0 = Cc Lj M M ; = ca- !2 cc to =, = W C= cc C) —P Iry cu E = 12 C v% 4 <,,,C4 ?o E c,z 10 V, 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. W I- ct, E 4 8 U 0 a Co Cq 0 C? U) 13 U) r- r- 04 0 Lt 'R .6-S, L�L A U U-uj -J uj �e 'E: z Co q 9 F13 0 W W 0 2 z Z� 0 LO Z C1) CN < x 0 a 00 z W El 0 0 3, < (n U) C1 Q) R LU U" 0 LU V) U) LU I- = E p mom ch� U) M a, < 0 —Ila " - MA ffw cl"� C', 0 z U- cri� E E 8 1�i Z �6 Z@ Co rd �j 8 U0 2:3 E 7, 0< 0< -Z M t C/> -ci < 1. , W:�F '0 1, 0, Z, -�.s .. H �z 0. Z<i �z co 3: C> CIO C9 mi cl-� I -. 0 10 0§1 Iz .0 CD LO cc 0 cle) LO a C) L0 0 Cr 0 0 C) 00 V) < +-j 0 U- 0 C\1 C:) C) LO co 00 C.0 LO LO cle) < T LO LO E C.0 0 z ca z :3 E ca ig E 0 0 10 C a. 0 -j < CI JOB NO 23-06130 SCALE AS NOTED SHEET NO. S6 (MONO) C" x Q L0 0 M L0 L v 7 V) 0 a Lo 0 J M 00 1 i Q l0 to In L0 L o- 0 0 L0 (=1 I t2 0 I N N L0 0 L0 i L 0 V) rn Q N O d H 0 E 0 x v` c c i 0 v J LZ r-4 0 �i v a Cl- 0 0 0 dz Z W Q m SCALE: i' = 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. VVMLL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN-"' AND 17' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER / 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 7 5YP CUT TO FIT %RS IN WALL 7 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 / 2x4 PT UNDER 2x12 C 2x6 SYP BROVIDE MOISTURE PROTECTION L/AAATTAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/ 4' XAND NAILED TO FLOOR WITH GLUE FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ TAPCONS @ MAX. 32" O.C. (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND AT STRINGER CONTACT POINTS \ NAILS) OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER / / 2 4' TAPCONS MAX.@32" O.C. / fI EW "A" SECTION VIEW "B" G . SECTION VIEW "C" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" \ SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER zzzxz--� TOP OFSTRINGER 60 E ,16AN' 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS NAILS) CTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER A SLUED NAILED -D SECTION7>AHA 2x4 SPF NOSING GLUED AND S NAILED MATCH NOSING ON OTHER TREADS 61,, 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 x$ SYP GLUED SYP BLOCKING AND NAILED TO STRAP FRAMING PSON MTS12 w/ (14) 10d x 1 1/2" 2x4 DRAFT 2x12 NAILS)/ STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED—\ i NAILED-1 / 2x4 PT NOTCHED INTO STRINGER AND TAPCO2X8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE---" NOT TOUCH STRINGERS AT STRINGER CONTACT 1x GLUED AND NAILED TO STRINGER POINTS —/ FOR DRYWALL SPACING B H E SECTION VIEW SCALE: 4" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWOO1 ON DECK --2x8 SYP GL AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C � NOTE: 2x8 DRYWALL STOP NOT SHOWN 1x4 GLUED AND NAILED TO STRINGER -2x4 DRAFT STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 4'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: "' = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST, NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" L JOINT LL TO IOISTS) D NAILED AND 'O TOP PLATE INTO RIM BAND, AND NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES L JOINT -L TO IOISTS) H 2X STRING R 2X B OCKING 4PSON MTS 2 w/ 1) 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R Ll� VARIES ,ECTION VIEW "H" SCALE: 1" = 1'-0" M CV o N Cn J Gh c covM c„ -a sn x .cn c LL. n y f9 N zc C J -zc .or N Y 3 2 CL) CP c ia- d ao CD m c c 1= � o � v p 1 t Nc n� a O l P �� Pm PePP°e n�� lr Lc .'. � .•PY9 eB s To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v � ?a W 4 O EE O tt ip o 0 CM N Oro a)00 ds w'7 ' r� C J LL Lu � � Zco 13IL Co LL Jw o_ o 5.2 W y q0 on ,+ o 2 � rn onJ m z° d N OU ¢ 0 W ❑ ❑ N N o 0 Z co N Q � J N � o 04-1 N w U —� 0,1,0 N w � rW— E v o N m o J c w M J oO' Z 4 < � L L E o U z o o� z Y N Za z® pd H (O <° Uo o E �a ao S< �Z W I_ a o wz J L � C: Q 0 0� W w m n Z 10 U W C/i > CD O w a N w m ¢ �z ~ Y =� v oIa" Q 03 0 c O LO L0 C9 co COL LIDLtd L ID Y �n- 0 O r LO LL M �I -lid o O 00 m N c� LO M Q T c (D o Z Z c E O N m ca d U - Q p c JOB NO: 23-06130 SCALE : AS NOTED SHEET NO. ST -T in i Rr - a IS-. -- �.. I 7- -, I I 1 1 -i - I Elf LO 00 C) r1) U-) LO C/3 PI) U-) CD �2 LO oo r.") LO Lr,) Cr 0 -0 __Q �2 C> CN r C4 LC5 C�l LO t�E C� CL E f.0 W E 9 r C14 CN hi Lj < U-1 1/2" DRYWALL 1x4 DOOR JAMB (REFER 1X4 1/2" DRYWALL L DOOR JAMB (REFER x4 1/2" DRYWALL F DOOR JAMB (REFER-\Flx4 P.T. F TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. D*NN. 1 x4 APPROVAL FOR CONN. 1 X 4 3-1/4" LONG 16"0 x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" L TAPCON @ 16" O.C. & 4" 2X8 E BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO b8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/2" DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL l x4 P.T. & 1x8 P.T. STAGGERED @ 12" D.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. N. 1X4 1x4 1/2" D I 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F_ TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" �j6" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" D.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & D IST . END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END W/ 2x8 P.T. W/ ATTACH SECOND PLY w/ 2x P.T. AS REQ ID MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 0. M C:-r A I 1 0 11AII ME:TAII STAGGERED@ 12"O.C. 1_11,4" M=TAII BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS( cc SCALE: N.T.S. SS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" 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 5A 2 x 8 4 DIAGONAL (4) 10d NAILS INTO \ — BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH 1 (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \\_2 x 4 SOLID BLKG, (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR-` ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 INTO ARCH BLKG. PER INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J� SCALE: N.T.S. �S 7A > \", 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN EMBEDMENT INT;`i�K. /4" MAX Z-O" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH —1 1 X 4 FURRING 11-1 BLKG. & BUCK 8d NAILS @ 8 O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od :J!!� PROVIDE 2 x 8 DIAG. BRACE B TWN"\\ NAILS AT EA. END VERT. BRACES WHEN HGT, OF BRACE EXCEEDS 24" S B ON T LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) ------- 4:z— )0 1��ULATION INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE I\ 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW—'1--_� ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B—B ARCH DETAIL rK SCALE: N.T.S. � �S SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od 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 TMAX. RAID. START OF ARC EQUAL MAX. 8" PROPER INSTALLATION FILL SOLID BOTH CELLS _� k #5 REB, (TYP,) STD. 90' HOOK - ±5 A NOTCH WEB AT FIRST 2 COURSI ...... 805 # FOR 1 STRAP 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y�" 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 EE S TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON H2.5A W/ (10) 2X6 TO 2X4 8d NAILS PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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 TOJAMBS 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 EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL P R 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) k,.gf� EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. r F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ... FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6'M LAP IN G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS .1 SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH . IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W W M AT PERIMETER #5 CONT. TOP & MID OCCURS WHERE THIS CONDITION N — — WITH MIN. 3" COVER 6-0" -F. 0 t, r t, k GRADE t. —III- t, co z ��! 2 \ - 0 (2) #5 REBAR. (1 -STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 00, SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" V-0" LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION #** ## DO NOT DO THIS _A- 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. #5 REBAR (TYP,) kR *40 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 0TD. 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE E NOTE: C (B --JLJI LAP SHEATHING TO A BOTTOM OF BAND C JOIST TYPICAL JO SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS 40 A0 W, TdMW FIRST COURSE _±2 THE :S INTO BAND JOIST & (4) 1/4'x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION (W) RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S.. `li,, SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN BRG WALL TYPE PER PLAN 2x2 42 P. 1. lviliv, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS ALUM DRIP EDGE 2x SUB FASCIA CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16'0" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. I" EMBEDMENT @ 16" O.C.) - WOOD w/ 0. 1 48"x 3 1/4" @ 16" 0. C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < T-4" SCALE: 3/4" V-0" FOR ALUMINUM SOFFITS 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.* S F aOl F + + 4 �&Q 2-, + �y + + + + + + + + + 77� + + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHEID. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR Z-16" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" D.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS i + REQUIRED TO + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION J_A FOR OVER HANG SECTION @ ROOF EXTENSIO (MAX. 4'0") ('�M SCALE: 3/4" V-0" SS qPPI=T M SIMPSON HTT4W/(18) 10dx 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD "SET" EPDXIED W/ SIMPSON EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,, - z >_ 0 C/) U_ 0 LU 0 < U_ L) < CO FILL 1st 4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. A RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" I NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 NISH A A #5BAR CENTERED W/ IN TOP C� A --------- KNOCKOUT CHAIR BLOCK *4 t? MONO FOOTING A SIZE AND REINF. PER PLAN E AND SECTION DETAILS CLEAN FILL DIRT ffTANDARD C:) gor 00 H K #5 BAR IN FILLED CELL 7 7 IV I" `L�L 's, �x V STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT rA SECTION SCALE: N.T.S. SCALE: N.T.S. C�A Cn C� C� C, V g, cz. 15 e 5- 0 irz cc CD S co U v "If'ooll C) 11 fill' 1 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 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E R 5 0 2 00 a) N Co C? V, jPi 13 of U_ u_ a- 5 CU CN W 0 Y, z M L,) Cl) Zo < - (14 < Q� 0 b U < z W 0 U) 1:10 z: M co N ;_;_ < 4-1 Lf-, C� 0 V) Lij 0:� Oft Ln U) i U 6 uel a �. � �1_ 4��A -L, =M E _F� 0 U) < 0 t C.0 cll� 0 < U_ Cur E < 0 U 12 rfs C, ccB E M 0 < 00 0 t '10 Wz C/D < z< O� .0 1, OE Z, z 2! �E '. .0 z <0 OEM D: 10 2� 0 12 7' rr LO LO 4i < ca a) CY) LO 0 a- LO 0 0 CD LO +-a 0 < 0 LL CY) C'4 C:) C) Lo -0 CN 00 CD LO (=D 00 < LO T, r- . . L0 LO E > C: CY) C.0 0 z E 0 CA 2 E 0 0 _j 'a CU a) _j JOB NO 23-06130 SCALE AS NOTED SHEE T NO. SS zz Zz I fit -------- T____ 11TI-J-1--l-IFFF-1-11 I I I i qr- r 1, 1 1 11 1 1 1 11 L0 00 C=) r") LO 1.0 2 C> CD C) C� LO co CD LO C> CD LO C> 9 CD �2 to CD LO C=� LO C=> LO 1D lu- C14 C) CL E E CL E .2 v 0 9 f 7 C"'! LO as U CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED 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 201-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS vvl 1 1 1 1 1 A- v 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) 1 Old x 1 1/2" NAILS EACH 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 CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ X \4v ROOF SLOPE ---2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR /—ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 8'-0" MAX TRUSS ROO SEE SHEATHING PLAN 2X4 BLOCKING I BETWEEN TRUSSES SECT. A -A E AN SHI 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, TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w) O.S.B. FLITCH Pt TOP @ TRUSS 6 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) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od 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 wl (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 1 Od NAILS CENTERED AT SIMPSON HUC410 wl 16d INTO HEADER & (14) (6) ISEE PLAN L. FOR CANT 1 Old TOP & BOTTOM SPLIT TO TIE 1 Od INTO BEAM - SEE — OR SIMPSON H2.5A W/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A W/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2X6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0. C. MAX. W/ (3) 1 Od COMMON TOENAILS TO TIE BEAM L 2X4 CONT. AT—/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES --------- x ROOF SHEATHING ATTACHED PER I NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d L — COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE 8, (2) 12d END MIN. (2) 2X4 J�' FOR CONNECTION NAILS TO TRUSS SPFTOP FPLATE INFORMATION. BOTTOM CHORD i gkVARIES SEE PLAN 'f FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION_@ ENTRY K 8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR I r i L —.14 1 COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSE3 FLITCH PLATE SEE FLOOR PLAN FOR & BA REQ'D ONLY WHEN COLUMN SIZE SE INDICATED ON BM. CONNECTION INFO /-% Mr 1 K I t-% 0 Rj SE OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS1 8 W/ (14) 1 Od NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 W/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 10d NAILS OR >< SIMPSON MTS12 W/ (14) 1 Old x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. Y 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION K�22� SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. jp 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. CENTER OF POST BM SPLICE OVER SEE PLAN FOR VALLEY TRUSS INFO. MASONRY WALL BELOW: SIMPSON HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 41.1 (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. aTO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS W/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION rIF 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) 1 Od NAILS 0 ZSEE OR IF 2 PLY TRUSS SIMPSON LUS26-2 W/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER W1 (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF SCALE:NTS LOW ROOF/WAL L SHEATHING ATTACHE\D PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 W/ (10) 1 Old NAILS AT BASE & SIMPSON SP2 w/ (12) 1 Old NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W1 (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 MTS1 2 W/ (14) 1 Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--" (2) 2X6 BLOCKING UNDER� FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 W/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUTr3q SCALE: NTS DETAILS & SECTIONS -:;a C�j 0 C" c� `01 CD V,7� 0 7 ....... �\A zz ; 'q % OPE's S 1 014?"�' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W I- .4 'r E 0 S 8 - 0 R 1� 0, cc: to U) 'r" OP N, All, L� LL Z --Dy) 'a C: U) 9 W 0 :_5 3: W 05 co du 0 LO Ce) Z ' 0 0 0 < z W 0 co 0 El < V) oft 0 V) V) LIJ i-u U) 0 .16 C=> C' Q0 0, z < ce E 20 -0 z cc, E 0 < 0 0 X Z -Z 1:, 2 co 9 0 0 z z 1z 5 W 8 0 n 0 W co CD 2 1 -z 1W 11 M <' H �jj' I '0 10, W, 10. < 03: C .0 a) >(0 LO LO < M L0 C) j 0 o- LO 1,eO 0 0 C) Cn L) _j 1- L0 < 0 0 LL c) I M _�e C'4 U C� C) LO co C14 00 00 CD L0 CD Cn < .>., LO LO a) E �E Ce) (0 6 z M z E E . . 4i 'a - CU r_ JOB NO: 23-06130 SCALE: AS NOTED SHEET NO. D 1 3 Q L0 O L0 L0 0 Q 10 co 00 0 O O I i a 00 M LO rn 0 .a 0 L0 0 J 0 N') C0 O I N O LO C) LO L0 0 Cn 0 .n i o, �L FU— M N 0 i v a W 0 a 0 0 v V J LZ 0 v 0 0 a M O v3 LLO Q 0 d 0 Q m 0 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 1L O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO � !7T SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS d FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • ° SURFACE q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONTARIBBON x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END OF CORRECT BLOCKING w/ (3) 12d EA. END HEADER SE Q/S4 FOR REQ'D JAMB G.C.°• • • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPIC FLOOR DECK 2x CRIPPLE AT EA. INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL °°• °• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MS WOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N,T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN.-@ 2nd FLOOR K3N HEADER CONN. @ 2nd FLOOR /"' 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 O 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. 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) 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 PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" TYP. 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) @ 24O.C. " SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS TO STUDS ABOVE & 11 10d . ( ) NAILS TO STUDS BELOW. NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS 0 FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER a INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR ° AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" El 1%1BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B of C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. 2 () 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 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 w/IN 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 PLAN2 FOR x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER 2 x # TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER E F TYP FSEE PLAN F (1) 2x SILL PLATE 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 (2) 2x TOP PLATE 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 16" I SEE FOUND. PLAN FOR FTG. REQ. � OH STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS _ ° ° -- TOP AND SIMPSON SP1 w/ (10) 10d 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 FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. a� 2nd FLOOR r6 FOR FTG. REQ. 2xCRIPPLES TO MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 SHEATHING CAN STOP ONCE UNDER 2 STORY COL. aC� GIRDER i (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. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR () 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 � *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B ° THEN DOWN THE FACE OF INTERIOR HEADER ° 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/C .I-T — 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. �qr Noy F� kQ@ �2xUDS 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x , 8'M� TpA TOP SPLICE 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. N (2) 10d TOENAILS AT EACH E EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE • ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 LS30 w/ (6) 10d x 1 1/2 EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ° SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ° ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/32O1C NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 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 PER PLAN 2x4 W/ 2 ROWS SIZE &CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aC� 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0 C" p° m p A N N -CNI cc � add c C2 to Q$ co 0 � y 0 I ®��1t44111EB091�/` , g '�G _ U �\0 O� SS{�0N��e�i>`• 9!! I11 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. a 8 to 0 rn��a 4 ,a J LL 2 W J LL - 555 u, 0 Z W a 4 v C� 0 NC,Y o- W co 1 0 m w N N Z Q J ,�3 Cl) Q or 0 � � W W ❑❑ N M og z N iz Q J d In M V) z Q) C9 0 C'0 W � O N Lu o � U � W Xr J E 8 �..... / = L �o ° in,®® N 0 I� 0 J o� ¢ z z a � cd-E a p V cu zo aF z >� z© oa H R of �0 &<S< 00 to o a z r0 C UZ am m o° z m J ¢w 8 � -- o< zzo go az W wLL m <� oz v oIQ a o NO LtdLO m cc CIO LOL,n C � CL 0 O m 0° LO r 4-1 O U- M C� I C) LC� 00 N m O LO MIt'— T_ LO LO C z M E O IL U _j Q p JOB NO : 23-06130 SCALE : AS NOTED SHEET NO. D2 LO 00 C:) 11) LO LO C=) t2 5_4 LO co C=> LO LO Cr U) �Q LO C> CD LO L0 C=) LO LO U) �9 -0 > C" E 1.2 E LZ C�4 C=) -15 16 0- - LO UJ 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 0 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK -2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOWFRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ---------- ATTACHED ----- -- __ P R CODE ,ED SEA NT 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING N�ID�GING G AND WINDOW CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( I . Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape ''n WEATHER /E BARRIER & I ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --�, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI,< UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -7 DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # in each detail that corresponds to the 0 numbered items in the list of instructions below: I . 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 5. Remove all release paper per standard installation instructions and minimize scoring cuts 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 SELF -ADHERED FLASHING NAILING FLANGE SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1 " BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6", USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING §2 SEAL TOPS OF JOISTS I UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ;;;-DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 81, CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN < V-4" PER PLAN V-0" PER PLAN LOPE SHOWER SEAT 4 4 SELF-ADHER 7' 4� 41 SELF -ADHERED FLASHING OUTSIDE CORNER LU W > Z NT Z Z :5 U) LU LU co 0- CL 0 LU LU 0 LU U-1 Lu U) 3: 0 U) J I DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. 3/4"-1 "BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. o raining o e ex erior wa er a pene ra es e ex erior c a ing. SELF -ADHERED FLASHING BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR 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 RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing Q I (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 0 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance ISO CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER a equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, I MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASH:NG,JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASH NG SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, KORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6' RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant, Fluid -applied membranes used as VERTICALLY FROM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings BOTTOM THRESHOLD shall be installed at the following locations: 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings P2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration PER manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 4 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 7 <> g 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods, SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under JIM stucco copings. Ground7 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. 7. 7.At built-in Clutters. 6.6.At wall and roof intersections. Wate Resistant Barrier :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 y � 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 11 THIS GAP IS A RESULT OF IN DO NOT SEAL. PLASTER STOP ATURAL SHRINKAGE. CONTINUOUS _% BACKE ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTI LEVER 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 SHEATH I NG,'OSB', PLYWOOD, DENSGILASS O=X�� kSTER STOP NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH FRAMING SHEATHING �NE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster er block ov 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance withASTMC1063 Building Paper 7/16" 0. S. B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Cn %2. CZ C= cl; to CJI C-4 5 -10 = C= .0 W cc C- RZ cc �= W C= cr_ x3 =. F_ C2 0 - 0 C"i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearmg Engineees signature and seal. 'It E 8 M U') CD C4 ASM 4 CD 0:: , 7 L LL UJ Z _J u� W q W 5 �9 0 W 0 a, ly W M Z . - 0 <. U� co Z < cr 0 < Z W 00 0 2,_ CO (o 2: CD 0 u- 4-1 M . 0- LU 2 0 V) LU 6, Ln U 677- - = 8 = 4:- W. U . , 0 U) 0 111111111 M 44 cl_� 0, - < U_ E < a E" E 00 10 11 7 CD cz, E co 0< 0 � 0< co M 10 7 2-2. 8 0 - -. Z 0 0 C/3 3: 0 W 0 0,3: C S? C) E2 CD L0 2 CU 1-, < 0 (D CY) co C) LO CL U-) 0 0 0 C) C.) CN co .2 LO 0 < 0 LL CY) 04 U CD C:) Lo .0 co 0') 00 -0 =11 L0 C:) co < LID It T_ LO LO E C CY) 0 ca Z D E E 0 0 < JOB NO 23-06130 SCALE AS NOTED SHEET NO. W P Mounting Brackets (10 Gall +V2'x4-1i2'x2-12' Sill Anchor Schedule Dolts 1,12" Dlia- A325 Gall (Typ') ---ff 14 Sell-Litil Ing Screws A AIC Unit Bottom EII IC U, H ur urrforie 5(rap (Typical; 3 in front) 7S �p ofl Front Cross Support. (May 1b42 cut tow) Left Bracket (116 Gauge) Back Cross Support Into A/C Unit Bottom Side iTypil 3 l slide for hurricane use) 1 cli-5/8 " I f "P. Washer; / Self-Lockirig Nuts lAczn.-q.k1 11- =Rabilged S-A Ellostill assileMle Pon "users iv. sal aril Back Cross Support (May be cut to W) >_" Rfght Bracket J145 Gauge) Florida Department of Business & Professional Regulation page 1 of I Building Codes and Standards 120 012021 Product Approval Application Detail C-44 Rol or Data Data Palo Paul Me 7VO. Milil Menturfasqtur., Contact 111noltil Lluensis Validated By Validated Istrioral FSCApprooral Approve all-til Affirmation 2020 Smart Vent Produce. Inc Michael Grabrim Hicnes IF N- P.E Lucia Swain P E, 12JJ612020 IDIWA20 12126t2020 Appro-al Caregl Structure] Comr,orents (a77) 441-036a PE-737?5 (334) 300-1800 Subcaregaric. Products Introduced as a Result of InforframadverlLcon Naw T.bhn,lgy Casorpi 'an- Method: Erralu.b. Report from a Florida R agi Saito! P,,Ibil ors, Licensed Florida Proferisicrial Ergl .. r Qul Assurarna. Appirceead for Us. Arriar-ad far Us. Intl Dealon L,_"11111 or "I'l P=d Pool Dar-intifirm, ccramill -on Dotia in HVHZ Doll HV"Z R-fifters, Pnessom #154 510 Dual Function Flood and Ventilation Vent yes yas N�A .10of 100 2 Sme Hitt Mad I # 54 - fli l Funden Flood and V-11artion Viol IMI/2023 Y.. Yea WA .10(i smor-tvalt Mod: 1 #11 54CO1520 Irviuclen,cl Flood Vent I?J3112023 Y. Yo W .10of-11DO 4 Soll I Model #1 540�521 mull Ficiaol Vent 1 2i3l/2023 ye, Y NJA flooAloo 5 'gol M da) #1 n40-524 16&qd; Gil Door Flood Vant n023 Y., Y.� NYA N/A 6 ShrintVar, M del#1540-570 �� WoodWall InsuflatedFlo.dVIlt 2f3i/2023 Y a Y a WA -10 �11)0 I Shol madal #1540.574 14,5&qd: Ocrige Door Flood Vort 12nil2a23 Y: a Y:s NYA MiA Florida Departmerd of Business & Professional Regulation Plig, 1 of I Building Codes and Standards I 114t2ul Product Approval Application Detail Code Erill Dal Data Dog P.Whig _Q19ile T Vionslair, Manufacturer Contact Enuffironar & U-nal validated 5,, Validated Suboolitfind Pal Again- Maus Fbwi.i.o 2020 Drexel Metals. Ill Jason Shumate 2achary R. Frost Looke So. -A. PE. 0I OB/0912020 08l 10113,2020 Apri-d Conegol Roofing doz, 203-1511 FE_74D21 (334) 300-1800 StroCategi Metal opal Jah-aiabrezroat.- C.thiplisairea Method: Evaluation Report from a Florida Registered Ambil-i ., a Lic,.d Florida Prcfessl.ri Erligi-or FIL#17M.R8 Prosoluaft, Cull Assurance Approwed for Use Anal for Use Impact loosim seas, I o,,Ihhamor,,1a Product Description contract Explostrist Data In HVKZ Outside MHz Resigned Pressure Dra�1 .1, R.afirlg Sy,tion- DRIC I gains, DMC 15066, DMC 175S. DMC 2006, 12/31t2025 Ye� No MIA �oi-lso Duo 5V Florida Department of Business & Professional Regulation Page 2 M4 Building Codes and Standards 3&QU23 ProductApproval Application Detail `3 Code entity a Dale D , Pa i I a Who Version Mamfircturar curial Endose, & U-na, validated I validated S.1brin'thid l Atural Status Ravidl 2020 Thentil Corporation Steve Jaspers. Lyndon F_ Sall RE Ryan J. Kng, P. E. Il 12�112020 Ol 06106/2021 Al Category-- Eoft, D.- 000� 843-7628 FE-43409 isla� ll`87-6556 Subcategory: Writing Exterior Door Assemblies illeSperwinethermal Ccmpi lance Method: Evaluation Report from a am Florida ReglichansdAmIlitert or a Licensed Florida Professional Ennnecr FW204SR-Ill Products Q,AtvAs,r,,ca A--d for Us. Atior ... Val Use boreal Deal- r I- "il C.rural F-Irsill- Date in HvHZ Oul HVHZ R-liliust Ar ... re bile-Cl-ii-nd Boll a, rr';�!, -Star Merrill 0039:15 &quot Impact8quat; Opaque 12nl �026 No Y. Ya. WA Composite Edge Fibeignst Single Door (I'S.InglOctswill X configuration) 2 b. Thamns-Tro Fibel-0- andiSmooln-St,ir Nominal 6&939;5 Doli 1213112029 No Y. Yes NfA Dump -sc, Edge Flicerst- Sighs Door Ann "llifte(s) finewft/Outiseing: YO. OX or OXQ ronfirglurldl. ) 3 c Therml Fiber -Classic and Smoozin-Star MarninaI66,139:5 9quotimpll Opaque 1213112026 No yes Yes NIA 4 2. Therm.-Tru Fo-Cli and Son.ii 5 . Thimul Firtil and Sirloorti-Sar 6 f, Thertrit-Tru Fiber-Olmildlund Sleboth-Ser 7 g. Thermal Rb-Cloi,lb and Smoorti-Sla, a h. Thermal Rol and Smooli 9 1. Therrol Fltae-O.as� and Sm.bith-Ster 10 1 Therms-Tru Fiti and Smooth-Ster 11 11. Thomini Hoor-Cobac and Smooth -Star 12 1 linirm.-IFF1 Fib-Cl-la and 5-nooth-Sar 13 r, Thaml Fnae,Cil wild Still 14 n. Th6hort-Tru Rber-Classic and School 15 .- Thannol Floer-Cessic and Smocall-Ster is p. Thamil Fits-0-ic and Smooth-Sar 17 l Thermal Ffiner-Classic and Shicarl Composite Edge Fiberglass Double Deal with or ,vithout Sidellea xx .,Dxxo aamigg el Morl 6&#39:0 &.qitb!;mp.cl Orl Comi Edge FibalgI.S.Bringle Door thwalnglOutiving; X configuration) Nominal 8'0 &qn.;Inzpt&qa, Opil Composite Edge Rbarglbss Single D-fth Sidelfit.is) lins.inglolit-Ing: XO. Ox., OXO confil ... Hall 11-insi 8&430:0 Opaque Campsite Edge Fib.rgl- Double D.-ith or a,lth but Slid sit. ilneeing.lOutaMing: XX or OXXO carliquishorss) Nominal E&#39a ttarics3mo.dilal GiazAd Comp.sita Edge Ficaro.. Bill Door (th-h globt-139: x conlillurchan) Momhrnil 6&iP39 ;8 &cs,etimpsaMbil Glazed Composite Edge Fiberglass Slagle Dool Sichalle") it'swinglOusevire: XO, DIX a, Ol coriffiguralimin Nominal 68#30.S"cJmpect&ql Glued Corriposite Edge Fiburgi , Double Door with with out S dailies chnsaingfOutsofing: XX or OXXO configuir2onsi Nan-crial 8'0 &WCAJimpect8abund. Glazed Composite Edge Fiberglass Sirl Do., (inswingtOuts,ving: X tonligurnion) Horrimil 8&#39.0 8quaCmaticl Glaced Conpoell Edge Fiberglass Single Door with Sdaillift XO OX or OXO oonfil'intil.ri 1.1ch,nal 86#39:0 &qsT;Impabt&ql Glazed Carnposifte Edge Fiberglass Double Q.-Ifth or with al Edell- (1-inglOut-nig: XX or OXX0 configural Nominal 6&#3' :8 &q..t;1rz,.qhi.ql Glazed Maidad Open Composite l Fibel Single Door illn-hrgiClueeing; X -figunsI Namna' 6&#39.8 ii.quanlropeoct8.,quot; Gazed Molded Open Composite Edge Fiberglass Single D- efth Glazed Molded Open Sidell ilinewhoglOutswing; XO, OX or OXO onfig.rall-) Mal al "79 �` &qo0ropedill Glazed l Open C-posiLe Edge Fib.rl D ble, Door "in -Ith..1 Gazed Mandhid Op. Sidi iInswInglouts-aill XX cir O)CKO configurations) Nominal 69*39:8 &qUbt:Ihhpaet&queb Opaque Camp-cle, Ed' e Fbsg Single O.-Ith Mall Open S dafitl flnaavirrg�Outs�qnfifi XO, OX f, It or OXOron gliortil Hall 6&#39:8 go-t3misediliol Opaque Cambodia Edge Fiberglass Double D-WIth .1 without Glazed Melded Open Sidiants (tritwingfOurta-ving: XX a OXXO configurations) IM-1/2026 No Y.s Y's NJA iMI/2026 No yee yes MIA IMI/2026 No Yea, yes MIA 1213112526 No yess yes MIA IM112026 No yai Y.a MIA IM112026 No ya� Yes MIA l?J31n0QQ No yas Yale NIA IM112026 No Yas Y. N/A 12J31/2029 14. yea yes MIA I M112026 No ye. MIA 12MV2026 No Yes yes N/A 1213112026 No Y. yes WA IM1/2026 M. yas ye� N/A i23112D26 No Yes Yee MIA Florida Departmerd of Business & Professional Regulation Pagal oft Building Codes and Standards 15=1 Product Approval Application Detail 9 Coal hill or Data Dide Date Pencima Dent Tvoa Version Manufacturer Contact Encrinaus, & License validated EW Voliclated Submitted l Arocial A-- Status Re,4bar 2020 POT Industries Jens Fail Miant-Dadle, BCOO - CER sfiari BCCO - VAL 11112M20 10126=20 1111242020 Approwed carnal gal D- (l 486-0100 (76efi o15-2590 SuoC.eebry! Bill Eralicr O-Assarnble. Jr.a-sld@pgtIndtivrca.tc Cquedl Method! Certification Mark or Using am PL#261-R33 Products oil Assurance Araro-iflar Mit A,e,o,d far Us, Ini Dinsid. 5-0 Emckit.MRSIel Number- Name Product Ownarlption Card,.& E..IrtIcaLD ho HV14Z Outside HVHZ R.sliant Pro-. 9 SGD_5,,o ll Missile Impact) 'Anyl slurry Gl Door 04A 4M21 yi, Y. Y.� MIA March 6, 2023 PRODUCT AP01"J"171K )VAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project fbr which you are applying fbr a Category/Subcategory Ma nufa ctu rer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm 112/31/2026 SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67,0/-67.0 psf 12131/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FI 20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332A - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 + 31 � 0/-35.0 psf 12131/2023 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/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1 537� 1 N/A (see inst sht) 12/31/2025 2. WINDOWS A, SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.01-35.0 psf 6/17/20,27 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 612212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/20,23 Pella Corporation Series 10 Sliding Window FL12811 NUA 5/25/2031 C. FIXE D MI Windows and Doors Series 185 FL15349.1 +6O� 01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 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 VA 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15.272.1 - FL1 5272.2 +75.01-75.0 psf 12/3112023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 prsf 7/30/2023 C, OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124A Nil 12/16/2025 B� UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undedayment FL12328 NIA 6/2912023 Plyalass USA, Inc. (Ibr Tile Roof) POLYSTCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918A - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202,1 + 97� 5/-97.5 psf 12110/.2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMO 15OSS, DMC 175S, DMIC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL1 5076,2 NYA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 Itill 12131/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999A - FL1999.4 N/A 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. High Strength Concrete Lintels FL1774 NIA 5/25/2024 r__ The products listed below did not demonstrate product approflal 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 Businesl Professional RegU]atiDn page I of 3 Building Codes and Standards 1126a1122 Product Approval Application Detail -"s Code Entity or Data Date I In Date T-e Versito Manufacture Call Validated validjall suirmid ro I Approved stally Revision 2020 Thermal Corporation Steve Ja.p.son Ryan J. King: P E_ 07123/2020 07/12f2020 t"gm,20 10113120= Approvqd Category: Exterior D. . . 1800) 843-7628 PE-43409 (813) 767-6555 SubsCategory: Swroging Exterior Door Assemblies sJosperson@thermathru.co M COO -0 Co Miallanors Method: E:valluarborr Report ftom a 1,0 %AJ Florida Reg stared Architect or a Lkensed Florida Pribresal.mill Engineer F1.22047l Proolu Chiallity Assurance Appri for Use &azrsvWLUile Sell 9 Eroduct MoLef,,Number or Name Product calculation ContractExpirtation Da in HVHZ Oubsibe HV R hill -7;g- I herma-7ru b-Classic and Smomm-Ster Nominal 434&439�8 i1qutJonip-Mutuch 0 q- p Composite Edge Filb.,gluis Single D_ 1 ?Jal 12022 Yes Yes 'I,- Nil in (I -Ang/O.fi-ing; X carrifigunal so 2 b. Therml Fiber -Classic and Shooddr-Star Nominal l &quot:Impbdt&quo1; Opaque 1 M1 12022 yas as Yea Yea Sscz Yeaft Composite Edge Fiberglass Sirel. Dal .9� 03 W Screlil (InsWrigiOubileirl XO, OX or CX0 configurations) C2. 3 c Therml Pilier-Classic and Smooth-Sticer Nominal 6&#3g,S "Impact&quot Op I 2J31 0022 Yes Ye Yes Composite Edge Fiblanglass Double Doorawq1l WthowtSidelites (In-Ing/Outemnel XX.r OXXO 4 d. Trierml Fliber-Claula and Smooth -Star configurations) Nominal B'0 "lmpact&qUbt, Op qua l2rJ112022 Y.s Yes Yes ra: Clormi Edge Fibgh- Single Door 5 Th-sl Rib-Clissic, 0 'sming/Outisming; X configuration) Nominal 8&419;0 . -,Z;l a. and Sno-di-Sta, &q..k;fimPqU&q.cAl Ol Composite Edge Fiberglass Single Door wth 12)3112022 yes Y Yes 0 Il C: Screfit.l.) 0-riglOutal XO, OX or CX0 3 t ThemI Fflb..Cltisab� and Sonoth-Stat, onnfig uradic 5) Noll 8' D 8,quot; Impact&qu.1; Opaque 12t3l,2022 yes Yea, Yea WA 0- Compolade Edge Fiberglass D-bl. Door vith or without Stall (InuM*Oularming. X( or O)Q(0 configurations) 7 9. Therholl Flistar-Classo and Strosith-Star Namin2I6&#3l &q-tI.rp.ct&qu.1L Glazed 12131/2022 Yes Yes Yes full Composite Edge Fiberglass Single Door (InsiMogfOutswing; Xclunfiguration) 8 h. Therml Fiber-Claser, and Smacth-Ster Nominal 6&#39:88quct:hmpaxt&quot Glued 1 nl Q022 yus yeis Yes NIA Composite Edge Filboglass Single Door Inith Sidelibil (InsivAng/Oubawl XG, Ox or Ol configurations) 1. Therml Fiber-Cbassio and Smooth -Star Nominal W39:8 9quatimicalart&quon: Glazed 12,13V2022 yes, yes, Yes NIA Composite Edge Fiberglass Double Door vAth or Wthout Sdelites (In-Ing/Olut-ling, XX or OXXO configurations) 10 J. Thermal Fifiber-Val and Smooth -Star Nominal W39;0 &quWmpusct&qupt Glazed 1 2i3l Y2022 You Yes Yea N/A Composite Edge Fiberglass Single Door (I mil JOuts,,irls; X configuration) 11 k. Thermo-Tru Ffiber-Clial and Smoothl N o M111.1 8' 0 &qucrImpciibt&quo1; Glued 12J31f2022 Yes Yes Yes NfA Composite Edge Fiberglass Sigle Door With Sidedil (Ims"inglouttawing; XG, OX a, Ol config ural 12 1. Thermal Fliber-Classic and Smasoth-Skitur N.mina 18&439,0 4uar;ImP.at&,l Glued 12J5112022 Yes yes yes NIA Composite Ecige Fiberglass Double Door With or Wthout Sichilite. (rh-inglOutari )0(.r CXx0 configurations) 13 on. Theml Fiber-Classh. and Smoofth-Sair Nominal 6'B &quotimpactikciluort; opaque 171W2022 Yes Yes Yes NfA Compossifill Edge Fiberglass Single D-r,,,fth &quoI;Noo-Impac,t" Sidelite(s) (InswinglQuill XO, OX .,OXO .-figurations) 14 r. Theroal Riter-Cluslo and SiDboth-Ster Nominal 6&*39l &qcst:Impqt&qI; Coal I 2f3l J2022 Yes, Yes Yiss NIA Composite Edge Fiberglass Double Door �Ath 8quoibrJoh-Impaid8cluot: Sidefibas (Invenng(Ourtsoing; OXXO configuration) 15 o. Therml Fibipr-Classic end Sunwhil Nomin 'I WBIl &qucrt:Impbrd&quot Opaque 1213112022 Yes Yes Yes, NIA Control Edge Fibergiags Single Cloorvilth &qu'!;Non-I.pa.t" Sidefte(s) �I'Zhglolsevving ; XO, OX or OX0 cordig ural 16 p. Therml Fiber-Closse and Shricath-star Nominal 8'0 "Imipoc:&quat Opaque I ?J31 f2022 Yes Ye. yes NIA Composite Edge Fiberglass Double Door vAth &quot,N.n. Dripst" Sid.1has (InsWrifir(Olul OXXO configuration) 17 9 Thermil Fib-Cl...i. and Sirso.th-Star eicnital 6398 &qux1,;N.n-1rnpzsqI Opaque I D31 =22 Y Yss No N/A Composite Edge Fiberglass Single Door is (InareiingiOla swing; X ..nfig.na:Iior) 1 a r. Thermal Froar-Classic and Shrooth-Ster Nothriall 8&#$9:S aquct.Non-Impaat&qul Opaque 1213112022 y ft Yes No NIA Composite Edge Fiberglass Single D-, oith Sbelil (Iii-AngfOutavling; XO. OX or OXO configurations) 19 s. Thermal Pra-Classic and Slincoth-Ster Nominal Sl &qLcicNoh-Impaot&qul Opaque 12J3112D22 Y.. Yes No NIA Composite Edge Fiberglass Double D� vAh or keith a ut Sol �IhswnigiOutawlhI XX or OXXO configuration.) 20 1, Themil Fiber -Classic and Shroxoth-Star Nominal 8'0 Squot.Non-Impactaciuct. Opaque I ?J3112022 Y es Yes No MIA Camporsiler Edge Fiberglass Single Door I nc,-�N/Grtsvnng; X configuration) 21 u, Therma-Tru Fiber -Classic and 'Smouth-Ster Nominal 8&#39:0 &quqtNon-Impaq*uot Opaque 12,13112022 Yes Yes No N(A Composite Edge Fbaglasa Single Doorstith 3delbids) (IniveringlOubsoving: XO, OXm Ol confou 111-c-1 22 1. Th-s-T. Filb-Clsei. and Smol N.rmco� Sil Rquot�Non-Impact5lcluot; Opaque 12131/2022 Yea Yes No MIA Composite Edge I'llb,argla. Double Door vAth or Wthout S;delrtos, (Inswing/Ourtswing: )O(or OXX0 configurachors) 23 w Thormal Filer-Clal and $rincoth-Stair Nominal Oa#S9;8 &qucrtlNon-Imp;aat6,quQt; Glazed 12,S112022 Yes Yale No N/A r -ohnipceit. Edge Fibl Single Door (I natsingfoutervorl X configural 24 x. Therrial Fiber-Claussic and Smooth -Star Morrinall l &quot�Nori-Impaai8quot; Glazed l2r3l=22 Y_ Y- No WA Composts E48 Fiberglass Single DoorwIth SIdell �l r sW nl ril XO, OX or CXO configuration a) 25 y. Therma-Tru FIber-Cfasisciand Smooth -Star Nominal B&939;S "quot�Nbin-Impuedt" Glazed 12r31J'2(322 Yes Yes No NfA Composite Edge Fitsargl... Double DoorvAth or vAthout Sid elites (I-Aingfolut-ing; KX or OXXO aorlifiguration ') 2S ft� Thelma -Tru Fiber-Classo and Sonooth-Seir Nominal 8&039:0 &qu.t,,N1mpea1&q..h GI ... al 12131/2C22 Yes, Yes No NIA Composite Edge Fiberglass Single Door OnewngfiOut-ri X ponfigurnattl 27 za. Thermo Tru Fiber-Clarava and Srolooth Star Nbritinal 8&#39.0 8" cit;Nhon-ImpactScipol; Glued ll Yes yes No MIA Campbell Edge Foaglsuos Single Door �cfth Sndelke(z) OnownglOuteising. XQ. OXor Ol confil "ficul 28 Al Therml Fiber -Classic and smooth-Ster Nominal 8&#39:0 &c.crILN-Imprebtiliquot; Glazed 1213112022 yes Yes No N/A Composite Edge PJbilarglass Double Door Win or ,,ithicut Sidelines OrisswingfOutswing, Xy or Ol configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I of 2 115;2021 N6,11- code Emkir or l Data Des. Pill PM "i"ors version Manufactures, Contact Enburinal Lianumile Valid.trad R, validated Sultionsitted F&CAtaboavat Acconi Status R.,A�ion 2020 MI Windows and Doors Brent Stinger l Robert. Lomas Steven A Ul PE 1 ME12020 10116/2020 10AIN12020 12,1�020 Approved Category: Exterior Doors, (717� 385-2300 PE-62514 (71T) 31T-8454 Subcategory: sidirlip Exterior DoorAssembres Instling,irglilied-carn Colliplian" ifiethook Evall Report from � Florida Regil-t-edsinchiftelocra U-sed rial Fril.h. 5,1 ... I Engineer VL*JSfl Produghi Qualty liciesual Appirceradiral Approved far Use Impact Dealer) S-Q 0 ProduqtModol humbor or ftm Produl Desertions, In HvHZ Outdo. HVHZ Resistant Pressure I SERIES 420ALUMfNUM SGo SERIES 420 ALUMINUM SGD OXO lni/2024 No Yas No MIA l45-3X"x80&.qjat; NON -REINFORCED 2 SgRIgS 420ALUMINUM SGO SE RIES 420 ALUMINUM $Go OX. XO.)�X 121311=241 Me 'fas No M/A 968,qu" ;�aosa` at, NO I -REINFORCED 3 SERIES 420ALUMINUM SM REINFORCED SERIES 420ALUMINUM SGO REINFORCED DXO lZr3l12u4 No Y. No MIA l45.3/4&qu.t;.96",i 4 SERIES 420ALUMINUM SOO REINFORCED .I'." r SERIES 420ALU �GD REINFORCED 07, 12OV2024 No Yes No NA S,51qt..:x9""quot; 5 SERIES 420ALUMINUM SGD 135hil SERIES 420ALUMINUMSOD REINFORCED XKK 1213112024 No Y.,t No N/A l43&q.n,,96&ql Call- 7y.a version ablinfilifecturer R.Aaion 2D20 Way-D,lon, a division ofOvernead Dwr Corporation Cat.g.tv Russia, Do - Subcategory! Sections; Estill D-Allemblies compli:0-Mattiod: evaluation, Report from . Florlds ReglinheredArchitactor a Licensed Flonds Professional Engineer F1.018249-It" Products Still 9 V, 11,1,1=,Ntaber or Nam 3 l #1105 10 8DQ0/4lQ01a20Q#1123 11 80 DOW 0 W8200 #1124 Code T... V-1- Manufacturer Rnam.iqn 207a Curries Divislon of #ADO. Inc, Category: Exterior Doors sobCalethory; Exterior Door Components Compliance Method: CartIfIcillon Mark or Listing FL#11531-RH P[gdUot, Sao, # =.at Model. Number or Name 1 60T,70T.727,T47.757,777 and 84T Single and P,ils t Doors Florlda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail At, page r air 2 IM12021 Entity or Data Ill. Data Panel me Call & License Validated By validated Submitted Fl Appraisal Approved status [).syn. K-lith Jahn E $.at. Jeffrey P. Arres., P 9 1DA212ON 09,2g)2026 10123�2020 12/1512020 Approved (330) 763-8121 PE-5,1737 �904) 821-5200 doornishlitiwayra-daltoric a. Quality Assurarics, Aars-croptl for Us, Apongved fail Us, hirract Dill Product DescrIanon Contraill 901rallphiDarie III l Outside HVHZ Resistant Pressure D&Il Me. Idth � 1 4&rl Max hisight GI-Irs 1 2i3V2023 No Y�, Y. .31,0005.00 sysisubl. in top a, thermedaide all . ll Max wil 14MO: WX height, Gesiong l2t3lr2023 No Yas yes avildil In top or Intermedflato sedge. i5ilisl Max width, 14194139. Mal height, Gazing 1213l,2023 No Yes Y'. 34.40l -table In top or nerm.disteculefloo Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards 11512021 Product Approval Application Detail Endw or we Date Data Paul DR. Correct E-Inislarl & Ll .. sit Validated Ev Validated Submitted FBG Ahborowal Arur ... d stal Tom Facility UL LLC Troy Bishop. RE. 12JI CM20 12JC112D20 1�1n(i Approved �641) 494-2813 i954) 94r-0580 tqm.at1.y@.tbl.y.c. no Cal Assural Approored for Use Appir.siod for Use Impact Design Foul Description in HVHZ Outsid. FIVRZ Resistant Prassons I'llich, Glazed. and Latinoured single and pairs of 12GII/20l yes Y. yas MIA hollmmenal doors. Florida Department of Busil Professional Regulation Pagel al Building Codes and Standards 1 r,`021 Product Approval Application Detail Cc& Ell Me me Data Pending oull Tsoure Wrilbso Manufacture Call Essainser & Upersee validated 5,r validated sighshil FSC Acirmt-1 A,ebvW alicturs Rovision 2020 Al Windows and Duane Sort stilliger American Architectural Steven M. Urldr. PE IIJ17f2020 11117�2020 1112W2020 Approved category: Wridows (717) 365-3300 Marnifit.birers A-dallon iTl 7) 317-8454 Subcategory: Shril Hong Insitlimll.,41imlvd.c., Compliance Method: Certhdartion Mad, or Living Quality Assurance Aarriecaled rar Ul Approved for Us, Intel Desiorn sea A bar or Nl Pr*lma a - an C contact EXPI rad on Date In HvHZ outside HVH Resistant Pressure 2 185 SH 52,72 FWFlal France IGISG Single Hung 1 D/Ol No Y's No -60/-60 Larinlraded Gl > 2 0- CL = 0 0 CIO 2) 0 = CU C= C) 0 -Ill Co U_ il 0 CU > -Ln (n !E -0 W Cn E L- l CD "0 0- � CU .0 .- = ._ -I co Z Z W MJ Cn E C_ CIO > 0 > L sell CDL 0 0 Cl -0 0 LU < (3) Z SHEET NO. PA 1.0_ [it I - It , 1 ]l , i _F_ I I I I L . I , III.J 'I . I I L I I L� -I t I . I I 1 1, 1 1 1 1 -I I - - __ 11 1 1 1[ -iiiiiiiii" I (1) (1) I C_ I U) -00 W A. -A Florida Department of Business & Professional Regulation Page 6 oil 9 Florida Department of Business & Professional Regulation page 1 of I Florida Department of Business &Professional Regulation Pagel a I Florida Department of Business & Professional Regulation Page 1 of 2 -0 > 0 Building Codes and Standards 1125,2022 Building Codes and Standards 16?=l Building Codes and Standards 11512021 Building Codes and Standards I 512021 = a 2 2 -0:3 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail = (2) 0- 0 0 , � "I - . , ","', � I " �,Ik� 11 ...*. ,,, " ��" , 11 k i n 11 '� , L" , I i , Ix", , 1, . - , _�' wl'""�_tr, I r �� , i r i � , - 1, 11111 __� � .""�'gjl ' ' "I'll, __' , � " ' w w 00 9, rre"�"L'g'z -�� I - code Entity o Date Date , I , ..", �1�11alzl`o�Avcc` � Emil ". loal Di Peri 1`5� _�, ";�'Jllpr� we = M -0 0- . T-- version Marrult,G111, Contact Enomeer & Literal Validated Validated submitted Flilt; Avoroyal Approved status cuals, T". Venom Manufacturer Entity Di 10A I. Data Pending Data contact lihnninatur 9 License Validated By Validated submitted F5C Approyal Approved star- C04JQ T". Version Date Mto Darre Pent Curiae Emil-orill, Licarso Validated ft Validated 9.1ohnii FBC Antmoosel me Auhrm,, elm, �_Q� In".. vinsi.in all.nufacturear a C. . Enalroor& Liconsia validation Bg submitted FBC A -howl A-rhyind auto, . a ..1, (3) (3) R-ii 2020 Tharmi C.,pomati- Category. &terior D=* Sts- J-parso, Lynd- F. Sidthmidt. P. E Ry.CJ, King: RE. (800) 643�7628 PF-4S409 (813) 767-6555 1010712021 091812021 1011312021 12)1512021 Aprpr-ad Affirmation 2D29 PG"Inditandies Jorns Riss."old rillitroli Si - CER Mi-I-Dede SCCO - VAL 1110512D20 11,Q=0 1111112020 Applo,od Reut�i r 2020 MI Windows and Doors Brent Sithirger American Architectural Steven A Ui PE 1WE12020 lofaaftia?a 10119/2020 Appr-d Rei 2020 MI VOrdows and Do., 8-1, ailing. Anner- An.InflaothimIl Sten,an M. Ji RE 1 ln2T2020 I ln7J2020 11,2812020 Approwaol 0 -+- :t:: SubCatili Swinging Exterior Door Asseemblets ejupersonothermatru.co Category, Wind- (941) 480-0100 (786) 315-2590 Category: Windows i717i 365-330a ManuitichureasAsspoiankah f7lT) 317-8454 Category: Windows thub(thareligory: Fixad (717) 385-3300 Manufacturers As-letion ,71 T) 31 7-8454 ., I thirtingar@mirval-com W -0 Compliance Method: Evaluation Recaprtfromst th SubCalegi Single Hung ji-ce-1killip9tinchvillies, sm Subcategory-. Hod,tintaiSidar Carnpilivere kremod: Cartificati.in t&,k o- Listing b,lfll,g,rQmh,d-m Chernplityche Method; Codification Nb,k o- Listing 0 Florida Registered Architect ora Licensed Florida Compillarraftflethod: Cartilicaffloo Mark m Listing 0 .'0 = _0 Professional Eni FL*239�R28 Products FW5351-RS original FLI11153,18i Product, 2 - = (1) Flulla,11611-R7 Products Q,,Lk� Assurent, Am-nd for ties Aporoved for Us, Imsect paid- Quality Assurance Approvend for Use Approved her Use IMDQCt Doolig Gui Assavarnat Arthrowdifortlee, Aggrieved for Use missal M. 0 0- q -2 3: Quality Assunince Approved1grUse AppromedforUge Impact Deskum 3-0 A Product M "N."". o""Name Product Descried- coggi glinfirall.th Date In HVHZ Outside HV Resistant Pretrator, 1111131 Product Mod,[. Member or Name, Priochuct Dinicril C-finect F-firai Data in 14VHZ Outside RVHZ Resistant laint.u. 8-49 Product Model. Number or Nam Product Darterlinflon Contract Expiration Date In HVHZ oulsid. HVHZ Resistant = 0 LL seq # Product Model, Num bar or Name Product Description Contract Expiration Date in HVHZ Outside HIVHZ Resistant Pressure 2 S H5500 [Large lill-ifl, lmp'�) Vinyl ri.91. HungWind-, 07/30,I2025 yros Y_ yte N)A i HS 188 Fin undi'lang, Frim. 75,rG2 a.unih,el Glass OVIM,124 No Yet No -55/-55 1 les PW 7S . 72 Insulated Class ONOM023 No Y. - .9;W I-S = �� M - cia 1 a. Thermai Fbe,Classio and 6mooth-Snair Nominal fi i1quotAoit-Impoot&quot Opaque 1213V2022 Composite Edge Fiberglass Single Do., No yos No MIA C" `4 'i ,,_ (Inswing/Olot"Ing: X Configuration) X_. cv, n L -0 2 a Therma-Tru 7ber-Classle and Smooi N.nrini 6Y8 &q.et N.n-l.p..1&q.at Opaque l2nIIJ2022 No Yes, No MIA % .� CZ) . (D E 0 L_ . Composite Edge 'barglast Single Door with . 41:17 W 0 Sidelil (InevonghOutswing: XO, OX or OXO 0 Cc U) CL cor,fig.refich.) 00 � CID � .10 C6. M u) 40- (a 3 C Thithma-Tri. Fjoear-Chainsi,, and Shrooth-Star Nominal 6&039;8 &quot N6it-Impaetaquot: Opaque 1213lf2O22 No Yes, No NJA 'J' 0� _E IM -6-0 - Fiberglass Composite E�dge Double Door with cp 41:� .,;, - 4 'a 1:0 X-' �_ = U) < Without Sidelites (I nowing,outrai XX or O)D' ,O ii . Z; .C� % Cc -0 - 4 d. Therma-Tru Fibe,Clai and 3mooth-Star comfigurati.n.) Nominal 78#39;O &q..t:N.m-Imp..t&qu.t: Opaque 1218112022 No Y- No NA -.4 _1b 0, �dl , - :�'2- I:-;% -* i" -Pi-' S Composite Edge Fiberglass Single Dow 5 e. Thermai Filre-Classic and Smooth -Star (I n swingfOulswing; X configuration) N-nal 7&#39,0 8,quottion-Impact8quot Opaque 121�V2022 No Yes No NJA, -, �' S X, 5C Composite Edge Fiberglass, Single Doarwith 3 dhalit.(s) (Inswi-WO.iti XO, OX oi- OXO .e 0. is 0 0 1. I cir- I 2 6 f Thermse-Tru Fiber-ClassIG sh,cl Samnoth-Star wnfi' uraijors) Nominal II 8,quottion-Impactilcul Opaque 12131 i2022 No yes No NIA Florida Department of Buslni & Professional Regulation P.S. i of I Florida Department of Business & Professional Regulation Past. I of i Florida Department of Business & Professional Regulation - __ Pet or tp;. to 0 a Com posite Edge FiberglassSingle Door Building Codes and Standards 1,5,2021 Building Codes and Sta ridards 1 &2021 Bui I di ing Cc des and Standa rds ---I , D21 % it i (In-ittg[Out-ung; X comfigunatuth) ..� - 7 ii, Th-c-T. Filow-Classi. and Sirnapth-Star Nominnal 8&#39o4qupt;NIm"dsquck. Opaque 1213112022 Q.mp..it. Edge FibehyllerasSingle Duar,fith No yes, No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Petal 11 . - C-I -.Z', 171 11 Sid.lite(s) (In.Wng1Ou1s,vhg;XO,OXolQXO 0 5 -_',�Cg%A"-_N'- � �c,�Z�'_-"� ...... ��-,,i,-��-Y-,�.,�,--�',�'�.-I��,.,��91-�,� �'t�'3� _�"�' ,- '�' 'T " , , _ ;"�y i'�i�`�"9',M 5�m' ,07' __ 'k, i� 1- - 1� , � I ' �11 � is ;�Kx iirr, I ", � " 1 configurations) 8 h, Thermi Filber-Classic Smooth Nominal 6'O&qUot;Non-mpact" 12131)2022 No yea No NIA and -Star Opaque C.mpc.ita Edge Fiberglass, DoiublasOccirwrtil or - `�� t-N" ",�?'R'7� - �111.1111 I'll, �- 1___11_ ,�,,��",--�n�-,Z",-�,�,�,�,�,�,,'�-%,',��,�e Z_ Code Entity, or ast. [Me Data pending gets , 11 � ,III - � -------- IF, Gila Eini Dou, Data Date Return, 21L. , -1 ,� 1-1 � I " Code Entity Data Me Data Parton, Oat's n 4 Without SIdalltess (IMswmgl/OuIswIrg'XX.r QXXO . 7ho", vertigo ifierryfecture, Cooked Erethere, & U,,h,, V,Iid,k,d By Validated submittal] FilcAnchronel A,,ros.,l slaut". T"'. Version mayourseture, carried En,iha.,& Lie .... Validated N Validated Submitted FDIC Ama-1 A-, sleaus 'hypt, Version Manufacturer Contact engineer & Licithnne Validated By Validated Submitted Paid: Approval Approved Slartarts 9 I I- Therml Filber-Classuc and Smooth -Star configurations,) Nominal 6&#N:84&quot:Non-mpact&qua Glued 121al i2022 No yes No NIA Animation 2D20 PGTIndi-shice done Raticsislil Mi-i-Diathe BCCD � CER Mbml�Q.dia RCCO - VAL 1 IJ05M20 1 i ii 1111112020 Appro,st! Rsmalcm 2020 MI Wind-. and Do- Rr.rt Shillings, Luis R Lomas. RE She- M. Ufth, i 10,9002) 10Ai3,,2D2O 10"12(i 12115,2026 Appr-d Affln-tion 2020 PGTInnuslides Jims RAi Mi.mil ECCO - CER MhhmikCide 8CC0 - VAL 1110512020 11/05,2020 11111/2020 Appro,ed C.rrl Edge Fiberglass Single Door Cateigi Windows (9i 486-010D (786) 315-2590 Category: Windows (717) 395-3300 PE-M14 (717) 31741454 Category: Wind.,,,, (941)48,3-000 (MO) 315-2590 (1-mg,'Cut-ing: X ocinfig.raticar) SnIcCatini Fited jr-41skiMpgUnduradras c subcategory: M.Alcmi bsitlingerairriwel-corm Subcategory: mulli- jrwowsloniQlIghinclugmes c 10 J. Therms.-Fru Fber-Chl and Smooth -Star Nominal 5&,%3S8&qu.t;N.n-mp..t&qUot; Glazed 12,(3112022 No Yes. No NfA compiler- Method: Cordi Mi or Listing or, Compliance Nothod: Evaluation Report ton a Compliance Method: Cortiliceflon Mark w Listing .. Composite Edge Fiberglass Single Door Win Florida Regrater.ii Ar�hiiael or. Licensed Fields Sdialirt.(.) (I nia,finglOwsiv,ring; XO, OX 6, OXO Firoli Product Pri.n.e.i.h.1 rho.- P LOM ul Praline 11 k Themi Filber-Classic, and Stricath-8t., poini urations) net Nom F I 6'68quot:Npr-Impact&qui Glued 1213112022 No Ye:a No MIA Cunalith, A-m- Apiandstedforlisat Atonwad far Use U-1, D-hari F Llyl 6i Products I Chi Artinuhheri Aaarri for Us, Aisaravind for Us, W ... t D.A.en Z Com thasice, Edge Fiberghosis Double Door with or se -A Prettier Model. 14hurriber or Mannis Prod.ot 10-HOI CPl,,t E-Inatithin Dan, in HVHZ Outside HVH lipaslanarrit pressure SMA Proituct Metal. Number or Name Product Description, Cchouget Expiration Data In HVHZ Outside i Realsent Pressure Without Sidelloss (IniswinglOut-ing XX or OXXO 5 PW-5520 fL.,ge Missil. impset! . Vinyl Fl Wnd- 34nbM25 Yee Y yes MIA Chnift Averuny- A,,,-df,rU,, Aratenwind for Us, Inninhad Deal- 1 Mulhoors for All Doors an d lithirdows Aluminum Mullions 05126,2020 Y. yes Y. MIA configurations) . S."I" Preguct Modal Numbarvilleme, lion Contrind expiration Data 1, HVHZ Outside HVHZ Resistant presen., 12 L Thermi Fither-Cfassucand Smooth -Star Nominal 7&#S9;O9qu.t;NImip-t&q-t. Glazed 1212112022 No Yas No NA 2 �784 V.rd-I Ah,min Mullion 1201=241 No Yet Yet WA Composite Edge Fiberglass Single, Do., (In-ingla utswini X configuration) 12 m 71'rentri Fibe,-Cl ... I. and Smoothi Nominal 7&93BDAquol;Non-ImpaCl,&quoL Glazed 1213112022 No Yet No NJA Compatite, Edge Fiberglass Single Door Wth Sidelii (ImawngillOursviing; XO, OX or OXO configurations) 14 n. Therma-Tru Fibiev-Clashaic and Sirrectin.spar Nominal alithi &quat:Non-Impthct&quC� Gliazeid 12al/2022 No Y.5 No MIA Z Composite Edge Fiberglass Single Door (Inswungfoutswing: X Configuration) 15 c. Thermi Fiber -Classic and Smooth -Star Nominal 8&#39:0 Siquot:Ncni mpapt&qUot, Glued 1213112022 No Ye,a No NA Composite Edge Fiberglass Single Door atith SidelrI (InswirglCMiaiving: XQ, OX or OXO Florida Department of Business & Professional Regulation page 1 pi Florida Departmenti of Business & Professional Regulation Pat. 2 ff 2 Florida Department of Business & Professional Regulation Page 3 a4 16 F. Thermi Floor -Classic and Smooth -Star Configuration.) Nominal &'0 &qudt;Non-ImpactSquct. Glazed ID3V2022 No Yes No NIA Building Codes and Standards 1 M12021 Building Codes end Standards loi Building Codes and Standards 31&2023 Composite Edge Fiberglass Double DporWth or without Sidefites (In5wrighOutsoi XX or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W Configurations) 17 q, ThormaTru Fiser-Classic and Smooth-Slar Nominal 6&#39:8 &quot:Non-Imp;act&qui Opaque 12,13112022 Composite Edge Fiberglass, Single Door with No Yes No NIA - , I 111� � ,�!' 11""'t�'3 " I ' ;1 " I R Transom (Intsiving/Ourts,ming; O/Xconfiquratian� I I I " ...... I �111 I �� 16 r Therni Pilber-Classic and Smooth-Sar Nominal 6W9:8 &,quatlMon-Impac6quot, Opaque 1213112022 No YPs No NiA code Entity or Delta Date lothe Pondlinth Dape, Code Entity orr get. owe care Pendin, age Code Entity 2d, Dem. rutto parrelloth P& Compi-ile, Edge Ficerglass Singlo, Door ,Ath Sidelite(s) and Transom (In-iingiOulewini OIXO, OfOX or OlGX0 Configurations) . Ii version ellumuls.t.'s, R-el., 2020 James Handle Builel Products In, Connect Erounter A Likeenea Validated St 11 &ad submitted F5GA,,,-1 Approve Status Chad Dich0l; V Andrew Ton J.h n Southard, P. E. OIJ0512021 121i4/2020 01,06i ding P13C Apri 7". V-1on Manufacturer Ravialon 2020 Alsid. C-nai ihnainter le. Lt.-.. Vaidateid B, Venda" Submitted FSC Ationaval Nick Thompson Lynda, F. Seri Ryar J, King, RE 02i15/2021 02Jl&7021 02,2212021 A,,r ... d sisti 04A3/2021 Approwed 7"'.. vartuipin ul.r.",thunor R.vmton M20 OAF cgrascit Enainear&ILiaerall Validated By avildnittird Find Astar,aed Michael Si R.I Niernmen John W, Knczaytch, PE 12)lgM22 12,I`17=22 12=12022 Arho'dired stal". 0210712023 App,-d 19 Therma-Tru Fber-Classic Smocthi Nominal 3&#3Q;89quotNom-Imphact&qucrt Opaque 12/31IM22 No Y.. No NA cal.goiry: Panel Walls f9(h9i 545-83M PE-81662 (352) 367-2526 Category: Pars[ Walls (330) 922-23BS i (813) 797-GS55 Category, Rooting t800) 7613-34111 PE-59166 (954) 772-6224 is. and Composite Edge Fibiarglase, Single D-wIth subcategory: Siding �lhod.dl.rplucejtmrpol subcategory: Soffits nithemp-&1eide.con, St,loCaniiii Asphalt Stringers 11.1nog.f.- MJ Shokel gmt,,orgl ... ing XO, OX or OXO Compliance Ifiethadi li�puafion Report from . a,-m Conitill-Mathapt Evaluation Repartfirom a Comphaheas Mahod: Evaluatiort Repod firm a Continuous F-lead and S11 configuratrall Florida RigintersdA,einnii Lican-d Flard. Florida R.gIsIsnedA,.hHad licensed Florida Florida RegilstersdArthiftect or , Licersad li 20 t Therrion-Tru Fibar-Classic, and Smooth -Star N ,hrithral 8&0i iiielucitNion-Impoet8icluot, Opaque 12/310`2022 No Yes No NJA P,chotelon.1 Engineer Professional Engineer Professional Eirginvor Ccimpasit. Edge Fiberglass Single Doorwith Sidielitia(t.) 0 nawinglOutswirl XO, OX or OXO FILO13119i la,.dy,it FL*IS2T2-R5 Pleiduct, FUH0124-1113 pontoons 21 L. Thermi Fbar-ClihI -of Sm.ath-Star Co ni Head and Sill configurations) Nominal 6&.439i &quot Non-IrripaC18,quat, Glazed 1213112022 No Yes No NJA QualwAssural AparowediforUso Approved for Use Impact Dealori Q-11fir A-rares Anw-ilferthat Aparna,hud for U, Ingai Ith'sks" OvaillyAssurani Approved for Us. Approved for U. Impact dealer Composite Edge FlIpergi.iss Single Do., with Sn"I'l, Product ItIodel. ritightiff or tharthe Product 0-101110 Contract Expiration Date It, Hi Outside Hl Resistant Pressure -am 0 Preell Model, Number., Ms.. lon:all 0-Histloi comhad I!,hrin.11- cal. in HvH2 outside HVHZ Resistant Pressure Sea A Product Modal. NUmbel-Dir Name Product phuserial Contract Explinallorl In HVFZ Outside HVH lithashatierl Pressure Sideallo(s) (InswirgiOutaithri XQ, OX or OXO I Cerni L.p Siding Vear-tem-ent lap.idiag 1213V2023 Yet Yet MIA N/A I a. &que:;2T8.quot: Soffit Vent of Solid Vinyl ,Will 1213V2023 N. yes No N)A I OAF Asphalt Roof Shingles for use In FBC irHVII�Z Fibehiji.s. reinforced 3-1.1b, hyrithated, 5-taic and 1 2M6r2O25 No yes WA MIA Co ritin.ou. Hered and 5111 c-figurathorns) 2 H.,d!,Ple.k L.p Siding liber-Fament ap.ii l2t3M,ai yet Yet MIA WA 2 b. &qud,Afl T4&quot: Soffit Vent or Sold Vinyl Soffit 12$3lt2023 N. Yes No NJA jurisdictions, hIpIndi nsphalt shingles 22 v Therma-Tru Filber-Classic and 8mouth-Stur Nominal 8&439:0 &qvut Non-Impactilquot; Glazod 12i31112022 No Yes Np NJA 3 c. itcructGFeenbriar Vintage Betce,039: Spirit Vent or Sold Vinyl Solk 1213V2023 N. yes No NLIA 1 Composite Edge Fiberglass Single Door with 4 d. Lqua:058q.ce ' Sent Vent or selld vitrySeft 12,31,2023 N. yes No NJA Sidelite(s) (In-AnglOubsi XQ, OX or OXO 5 .. &qua:Cri Oskgofi S.ffit Vent or Solid Vinyl 8.1ift lW31M23 N. ". s No N)A 23 W. "herma-7ru Filber-Classic and Smooth -Star Continuous i and Sill configurations) Non-InalSU89:88i Men-] mplact&cluci Opaque 12131/2022 No yes No NA 6 I &qu.t:Siup9p..i Saffit Vent or Sold Vinyl Soffit 12)31,2023 No yes No WA Composite Edge Fithing law Door Panel. with Vented Sitelil (I nOWngtoubsynni XX XXX .r XXXX configurations) 24 x Thermi Fiber -Classic and Smooth-StaT Nominal 8 0 &qui Non -I mroachRquort, Opaque 12131/2M NO Yes No NJA Composite Edge Fiberg lass, Door Panels Ath Vented Sidelite(s) (InaMinglOutswing; Xy. )=or X>= comfigureh.rins) 25 y Th.--Tru Firo.,�Casslc and S-th-St., N.ml,. 1 6&939: 8 &qUat; Nor -I mratot&quoln, Glazed l2t3112C22 No Yoda No N)A Composite Edge Fiberg knus Door Pa tell with Vented Sdelite(s) OnswingfOutowing. XX )V,X o, X)= Florida Department of Business & Professional Regulation Pagel at - Florida Department of Business & Professional Regulation Pagel of 1 Florida Department of Business& Professional Regulation page I of I configurations) Building Codes and Standards to&' .D21 Building Codes and Standards I 0-2021 Bulldlng Codes and Standards 102021 25 z. Thermi Fberr-Clai and Smooth-Ster Nominal 8&#3g:O &quotiNcir-Impach9quot Glazed 1213112022 No Yet, No NA Composite Edge Fiberg ass Door Pa nets with Vented Sidelita(s) (InsviingOuntriArri XX XXX orr XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configuration.) � �vc , , , , "' - _& . '17� �'!'��- - A - :12'11�� X _f , ��- _ iu� �� ---"4�' --,E '��' '�"" %'W-R �e , ��," I'--" � I _'� '�;1�1111__' -'�_g'go��_",�-� ___:-�'-'_-,��,'�.;',�� '_, ;""',"'-'-'-" ., m-'FVf-%l-*q '�,F'3A �rr '��' A, f��"'- L �,""yg"�'� , ��___. - .-�� - iz, "�� _' � graffi �"If , . - - - A - 1? I , - - ". _;� '�' ". �!r'4,' � - , '-t *"-�"��_�_' ��q: � �' " "j'�.!"��'_ - G"_ R', 'i' ' 27 za. Therma-TrLi Filbe,Classicand Smooth -Star Nominal 6&93.9;8 "NonrImpacO&cl Glued 12J3112M No yes. No NIA ComposittEdge Fibergla,st Single Door with W39,,O Sidelite(s) OnswInigiOutswing XO, OX or OXO 11 M '4 9;� � , - - -_ , " �' -r I"' � - -1 - _" �11 Configurations) code lirdit,r - 21111 Dot. Does Phadne kills code Entity or Date Data Data generic Date Code Entity a DXQ Data Dee Pending R& 23 zb. Thermi Fitter -Classic and Smooth -Star Nomina 1 6&#39: 8 &qui Nor-] mpactliquot; Glazed 1 2i3112022 No Y.a No N)A Tkno. Version Manufacturer correct Eiromear,116 License Validated 8, Validated submitted PSO A ,I A -my. Star. T. Version M-,T,t,,r Conrad Endinihou-& 0 ..... Validated By yalln",it Submitted FBCA-,-1 Atithrovied Raw, Type V.W.1, atinurifiscluer Contact Shal- & License Will By Valldaoid submitted Fad Appre,al Appirovad Status Composite Edge Fiberglass Double Door with Rov,ior, 2020 TAMKC Building Products LLC Kwr Eden Rattail Nerrileen John W. Knoac-lah, PE 10C412020 oaaa`2020 la]121204 1115/2020 Apprased R.,A,li 202a LV. Thompson. Inc. doe Thompson Archit.,turrial Tony Chirldrinam ZOthery R, great St.- kil. Uri PE 09ilTi2020 09flEV2020 ai 12,I1512020 Approved R.1A.i 2020 Florida Metal Prai Inc. Cla,kJ-.e Jamet L Bucker. RE.Q Sri- M. Li,ell. RE 09,21M20 09,2512020 10M412070 1211&2020 Appr-d 3&#39:0 Sidi (Inerwing/Outswing; Oi Category; Hoping (417) 624-8644 PE-51156 ID54)772-6224 Metals ComiparyiTAUClYt (913) 248�3456 PF�74021 I717)317�8454 Calleagory: Rooting (904) 783-8400 C RUCK Engineering (717) 517�8454 29 zc. Thormi Fiber-riassirc, and Smooth -Star configuration) Nominal WAS9�0 8qiuoL:Nor-Imrpaph&qQQt; Glazed 12,3112022 No Yes No NIA Subcategory: Underlayments . kem-od.nQhmnin. com Category: Reding Subcategory: Roping Anessorlial,lineat arearn tory@goineslyssinng - Subcategory: R-fing A-in-res, that are on Integral Part print R calling Strait m ol.ritiplitionco.- Pr-ZI242 Composite Edge Fiberglass, Single Doorwith 38#n,O Compliance method: Evaluation Report form a integral Pert .ftha Ropling System Compliance Method; Evaluation Reportfrom a Sidl.hite(.) �ln-inglOuti,Aing XO, OX or OX0 I Florida Registered ,architect ora Licensed Florida Compliance Method: E�fuatlon Repw hem . FWN2 RiglateradA,ohitect or a Licensed Florida 30 A Therma-TruMber-Classic and Smooth -Star a) ;Zl'n".'.'Ia".O'#39�0"Non-Impact&quat. Glued 1213112022 No Yet No NA Professional Engineer Florida Registered Aretittel oi� a Licensad Florida PrOossional Engine., Composite Edge Fiberglass Double Doorwitin FW2328-RO Products I I Pnotmosional Engineer FU0215SIO-11,1213roduals 1 38*39O Sidelites, insWrigliOutswri OXXO configuration) Quality As,u,,,, A,,-df,r Us, Apenrimneal for U, Inate.1, 0-har, I'L01018-R3 Products Approved for Ushe ADD roveA for Use Impact Design 31 a.. Ths,mr.-Tini F itair-Clia-ic and Smooth -Star Northing 1 7'0 &qu ot;Ii Into ot&quoli Sh a beir 12J3112022 No Y Ps No NiA San 11 larpd�vt Model, Muni or Name Product D..orlisi real, in HVHZ Outside HY42 Resistant la,a ... re Quality Assurance Apter.yed for Use Approved for thas thirtieth 2UL9.12 Made Prsi Modal. Numbeir or Me,, Madool, 0-notor, a I,, HVHZ auelai HVHZ Ca!!T1!= Riasliihtint Prairsure, Sian- Composite Edg. Glazed Fiberglass. Single 1 TAMKD Roof Undeftymorts (HVHZ) rissfundarayments forest r, r2C HVHZ 06fi Yes No MIA WA gIM11 Product Nod.], Nuartitur ,,Me,, Product Drolli C'ninact E,gIdnelm Bell in HVIZ 0.1sid. HVIIZ iiiintlettint Pnessam, 3 3- FLAMCO &qwt:RV 10 316ge Varinataud: Aluminum Ridge Vent for pitched rocks fabricated 12131r2024 No yes No MIA Door wth Cer without 1W9:2,&deIrte(a) jurisdietichs, 1 TAMCO Flat Top Ori a Vent with Static lar TH. 26 Ott. static ropi'vembli with baffle Q9109/2026 Yes Yes MIA MIA from 0 025'AJuminum (IneawhinglOutswing, X, OX XO orOXO Configurations) 2 TAMIKO Roof Unparlayments (N0N-HVHZ) Rocifundedayments for use In PBC HV14Z 06M/2U3 N. Yet MIA I'll 2 TAMCQ Gooseneck VON" 21 9:. 0$109/2026 M. Y MIA -W-52S jurl.dial- 3 TAIMICO Ofil R04 Von '%'It' Beffic �� 26 g - static ricavenfilatior witt, integrated baffle oa/08M26 Yss Y: WA NJA 4 .13. Round Top Ctf-Ridg. Vcat,.,ylrh, Battle far Tile; 26 ga- .ratio ropi'vortilao, with It 09109RO26 Yes yes NA NJA Florida Department of Business & Professional Regulation Pagel Fri Florida Department of Business & Professional Regulation P.g.1 d5 Florida Department of Business & Professional Regulation P.O. i or 1 Florida Department of Business and Professional Regulation Building Codes and Standards W12021 Building Codes and Standards IM2021 Building Codes and Standards 3rV2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) 1- I I , I - r , , _'__f'r -,-,,_ � %�'_'__'_Mr'. _" ,, , - - � """' - , ., - _' I _ .. 7 _' .16, , 1 4 'n � , � i$o' , lk"4",' ,% - Arprg ft',i,p'11pA?' � �r.'R'-'�F�', I - ".. � -1 4o' INS, �t�&%'� _� , , _ � "I , � - , � , , , � . . . . . I � " '? �� g I ---- I � - III, - a .. 11 � � � - I ` W; � li� � -,,��Im.. , I ..... � - � � - '__7�_' � � -.1 L. Code T"Do vei hile-ocanner Entity Data Data Dot. Fielding owe cisnact E-Incer & Uperse, Validated ML Vidid,tind Submitted FOC Xomirri Olump-ill Status Code It"'. Vent- Irlin-rutiesturrior Entity or Data [We Data P-oline, Cori Engineer a LIF_ Validated W V?dlJg,d Submitted red A-M D.I. Aile-ed saft's �Iro 71TO voragn Manufacturer r Data Di" Data Fortin cceirtia" E..I,- & Licninte, Validated By Validated submitted ITIC Approval Data Approve bleal FU*259-R31 Rai 2020 L-mr. Katrina Jollay inames _� Ru�lor P.a. Sl M. Ufth, RE IV2312020 1 V2512020 llr,912020 ding FBC Apprr Revinion 202G Boral Rooting Andairson Robin IAPMC Uniform E,iel-ton GayW. Welker 1 VOY202C 1110212020 1IM5/2020 Appro,,ed From- 2020 Global Predacti.m PlodJois LUC_ Frin Foci WalharAL TEIR Jr.. PE John W. Knazzi PE 09M)'2020 D910812C,20 1I)MV2020 12/15M20 Appr-d (D code fnLdy 21' Date Date Date Date, Status Canigi Feeling (501l983,6163 PE-31242 (71-1) 317-8454 category: Retiring (8Dl) 380-6091 SerAces, LLC, (205� 854-OIR Category, Shofters M541689,-7545 PE44167 (954i 772-6224 . .g Version Manufacturer lyp Conta Revision 2020 POLYGLASS USA Maury.Alpert, En - Validated SUbMitted Pendin , A proved Approved _gineer & !�Iljdhjrted By. -9 _P License John W 1012812020 f2070 FBC 12/15f2020 SuflaChdogi Rooting Acoo-oria, that .,a an Integral Partol'the RaefingStoOlhon C..pli-..FA.th.d:E�M..ti.nRap.d home kilill,yol.ther-ocm subcategory: Roorling Tiles Compiler.. Blamed: F,,al.ach Report firpm a R,blirAndersonCip-Loo in Subcategory: Storm Paris Complianceirlethi Evaluation Report from a t1r.r.bIr-@gppchi in Category: Roofing S9542331 330S mal pert@ polyg lass-com Robert Merriman KrI PE Allproval R.rid�R�l�t�r�dA,�hit�t�.L-�ftdP.nda Product E,e1.Lkm Enfity Plaids RegliteradArchlect or a Licensed Florida Professional Engineer Subcategory: Underlayments PE-591138 (954) 772-6224 11101i'2020 Professional Engineer FU#l7H2LRO Products FL0784"ll? Prioducts Quality Assurance Approved for Use Approved for Use Ightneart 2111111i P1,4115076ulti; Product I I Compliance Method: for Us. Approved for Us. Impact Deal b Ne"I'l, P�tg rhi 9 yl�ft!%1'Ts'aN1'W`!l.e. Product thisonistlot, C"'al's �"lgli I,, HVH Oultich. HVH L2 No litio,letint P,,,,, MIA QuatiWAsti-ni A -a -el far Vas Agonared le, 019 thentot Deal - E Evaluation Reportfrorn a-- a Product Model. Numbar or Memo, Quality Asiouralli Appriniall Product lie-li Contract li-inith., [);go in HVHZ Outsidea HVHZ Resistant Pnis_ is ,149it ad Thatch Ramr: irnpinet Flat Profit - Din-, CO I yet HfA 1291 Product Model. Numillaturg, Nam, Product 0 ... flOticin In Ill ouri HV Resistant P,,,,, a Florida Registered 1 Do,,k-A&I DA-4 ., TRIl Deek-A, DA-4 Low Profile. P.1yPnopylem. Plastic Roof Vent 121102025 No yet He �V�51-97_5 17 Barclay 800 - Sledi Shake Aturp; Split Shelos Flat Profile -spcld�h CA 1 2131 Q020 No yet MIA MIA I 70 Gage G.1-1-d 51thal Storm P.n,J,IKV]iZ Com,goi Galvanized Steel Storm Panels retained IZ'31/2023 Yes Yes Yet N/A a Archithect or a Licensed Florida Professional Mechanically Attached to Pr�woihd Deck, S-..y 900 -8- . Shnik.Aarri Split Shake I S. y 0 -a ..anno; Split Shake 1: .a 7 0 links, State 4 Fiat Profit - Mail,, CA 1213M2020 No Yee FWP,onle-Shloodph CA 12131r,020 No ye, MIA MIA MIA MIA 2 24 Gage Galvanized Steel Storm P.1la?NHVHZ .1 lot by hi to pli-do h-l- prdaWom. Com,grated GalvarrIchind Steel Stolm Panoyaretatined l2t3IM23 He Yes yes MIA = Q) Engineer 20 S.-y700-Shelke, SialoAtimp: Split Shake 2' T.Iaa E.p.m. � Barcelona F1oIP,.ffia-RI.It. CA l2f3lM20 No yet High Pircifita - Katy, TX l2f5lQ020 No yes NiA. MIA MIA NJA ornot bytrackh, to p-de hurricane Protection. (D FL#5259i Products 213 Via Low Profit. - K. ly. 7?t 12i3lQ020 N. yes MIA N)A F _(__ Qualily. Assuranc Atil2rovold for Li . .Mngfor use App In &t L.p L 1138sl 7 AWA Pioduist Model, Number carNsOm Product Description Contract E2pjration In HVHZ Outside HVHZ Resistant Presslure W Date I Polyglass Roof Undertayments Rooling underlayments 1012112C22 No Yes N)A -NIAI-622.5 1 Polyglass Roof Underhayments lHVIHI Politylilitse; root Underlaynnents for use in FBC12?2a12C23 Yes No INA N/A � M FIVIHZIturlsdieflords, > 2 Polyplass Roof Underlayments �noirl Poli roof underlayments, for use n No FRO ranHVHZ jurisdictions. ina.e2G23 Yes NIA -WAI-M.5 M 0 Florida Department of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation page 1 of I 1 Polyglass; Roof Underlayments (HIl Poll roof underlayments for use in F130112J2a,2023 Yes F1VHZJUrI.dId1 No NIA fithii. Building Codes and Standards lQ1,1022 Building Codes and Standards 11712021 Building Codes and Standards thri.tri > L_ 0- 2 Polyglass Roof Underlayments (non-HVF-P Poli roof underlayments, for use In 112J22t/2023 No FRO non-1-011-1Zjurisollations, Yes N/A -NIAI-622.6 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail DL 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underlayments-for use in 1`1301212=023 yes HVHZ jurisdi.tichrus. No NIA NIA 0 < �- % 111- I I 11 - I - "T.' 'g& '21 2 Polyglas% Roof Undedayments (non-HVHZ) Polyglass roof underlayments, for use in 12J2312023 No F BC non-HVHZ jurisdicti ones. Yes NIA -NJAI-622.6 Code Type Version Manufaqtumr Entity is Daze Data Delta Pending 29A C it, n tp . Eirgrineeir & Lic,annut Validated Validated Submitted 1113CAPProval Approved status Code halls Version Manufacturer Entity or Date Dars, Date leemilliho cariteret Endriner S Licamon, V,Iid,t,al EW vellol.tend Submitted FaC Agg-I I �� - - get, A,n,,d stailuat Code Martin, Ii DAG owe Cato, Pending � I 11 Ithot. I .1. I I--,' - " -6-0 1 Polyglass Roof Undertaymerts �HVHZ) Polyglass roof underlayments for use In FDC1212312023 Yes No NA NA Rer,sion 2020 All American Shutters and Glass Mike Bafloitin Frank L. Ran handle. P E Troy Eli P.E. 10128/2020 1 Oil 5�2020 11IM2020 1215,r2020 Appro,ed Ra,li 2020 Alpine Stuart Lc%-,Ia ICC Gviilit,rthem Sai LIUC William M. Ramon, RE 10,3112020 iDI2212020 1 1,05(g,020 11M/2020 Arpar-d T.", lilimahun,urn, Rit'hilon 2020 Commercial Concrete Productialno. Contact Engineer 11, Lutherent Validated lay Vidlidi submitted Fad Anconosel Rol GAI. Ssmuol A. Greenberg John Hoy 1 ZJ16/2020 1 211 iti 120912020 Amhumnid abillgi ding F8C Ap,ri 0 2 PQIYgIM$'ROOfUMCiedZyMentS(hon-HVHZ) HVHZ jurisdictions. Poll roof Underlaymethi use in 1212312023 No Yes NJA -NiAti Category Shutters StRoCatingi Storm Panels (561) 712-9882 PE-0046549 (954) 947-0880 mikeb@allaminericanstrutte Category: Structurel Components Subcategory; Trust Rates, (321) 710-3377 (407) 681-1917 slowis@spreftw,com Catingory!Struotural Components Subcategory: Products Introduced as a Ragult of (61 s) 65g-3707 PE-34245 (352) 5&3-5311 p'atqiC.'@y.h.c o'm = FBC non-HVHZ jurisdictions. Compliance Nel Evaluation Report from a Florida Registered Architect or a Licensed! Florida ravom C.mordlieni 11,11.1fir.ill iii,de.n., Report to. a Proci E.dation Entity N-Technolcluty Compliant. lifilithad: Evaluation Report from _0 "nalastiTernal Engineer FLIPS59,177 F-Wons a Note. R,glelartclAo,hileet.ra L,'.-.d Fiorito 0 FLAI 780-lisi Products County Assurance Apprci for Use, Astor ... d for Us, It"Peet Design Prct-tional Engineer L_ Seq U Product Model, Nunn It" or Nam a our a I ity Allow naM Approvedfidi-Lise, Arponowdiforl) Impact Desion Product Description Contract Expiration Dole in HVHZ outside, HVHZ Rensistimt Pressure S-00 Prpdwct Model, Number or Memo I [TW ISCGAlon. Higirer Strength jH &iimp: S) Produpt description Chtyritettilgilrylgilli In HV14Z outside MMZ Mittel C.mI Plot. 1VhIM24 yes Yes Reallstilurd Prienhurne MIA MIA F L41 T744thr Prorducr: Chanty As -rani Atasir-od for Us, Aporuhnnel fini- Uta thaect Deshom 0- 1 24ga S,alvanized Steel Storm Panels 24gia Galvanized Steel Storm Panels l2y3lf2G22 Yes Y - Yes NIA 2 17W BOG"he Hirge Plate Metal Connector Plate 12131,2024 yes Yes, MIA NIA -sholy Product Modal. *=bar or Nam. Product o0sp-hation Contract r;xmf*lo� Des, in HvHZ Cauttick, HVH R�Ihdtanrrl Pressure < 3 17VV BCG/AIIl T.I. 4 ITW 13CGiAliplite W Metal Connector Plate 12!31,2024 Yes Yes Metal Connector Plate 12/3112024 Yes Yes MIA NIA MIA NJA I Qual Pnocest or Ceremonial C.c.t. P-1heit, Precest and Proctessad Concrete Lintes, 05125,2024 No yes MIA NJA (D U) i (V 0 00 = < a Florida Departmenit Of BUSIhi & Professional Regulation Building Codes and Standards page 2 p`2 30512 ,023 Florida [)apartment of Business & Professional Regulation page I of I Building Codes and Standards 604i'2021 Florida Deparimeryt of Business & Professional Regulation Building Codes and Stir nda rds Page I ti iii -0 - �- Product Approval Application Petal] Product Approval Application Detail Product Approval Application Detail 0 L_ I �' �, I �' - : -, "I'll" � - - �'_ , . '�V� __ I - - __� .1 I � -i - - 'ii� I ' , _N _V'A 11 1 � � I , - ' _11' I - UJ C Code Entite is, Date Dot. Date Panel- Pat- Code Entity or owe Me Data PeOrchrip Date Code Entity * Date �111- Date penclina Date L. Type Version Manufacturer Contact Nuhinster a I.J.-i Validated By Validated Submitted FSC Appir-1 Apo .... d Si T'na" Vent . allismul'senmer Enoutinner & upersee Validated W Validated 5vernifted FOC Apai Acharoyed .,let, T". vonsh, Mornifee Contact snothrear & Liters. Validated Bi Validated Submitted PBC Asproval M-- Status ' .2 C Ru�ti 2020 MiTiek ne. Category: Sr.climil Components Erin Walden CC Evinueflon Sai LIUC CC E,htuhhlon Service. (952)898463S LUC, 01)03M23 1212012022 alli Appr-d R.,,,I.n 2020 Wayehae.- category: structural Comporchts Rob Buildi ICC Evaluallort Ser4m. LLZ ton Lahri P. E 0210212D2i li3fIM020 D?JO312021 App,pi (253) 824-B478 (605),KV-326O R,hart9eI&iin@wsyuh, Affl-tion 2020 Aph. Aurrimunh. In,. Category: Pernal Wells Lose Siva Luis R. Lomas eleven M, Urkin PE 11/1 W2020 1111GM20 I i4oi 509,2008 PE-6211 4 1717i 317-2454 llf=020 Appr-d < a) Subcategory-. True, Plot- Method: Evaluation Report from twoldennCirrii-in (2()S� 599-9800 subcategory; Engineered Lumber Compliants Method: Ewiluaber, Report from a .uns-corn StubCat.gi Snoffits ifliphinflurryn.mirnt@y.h. Z Compliance a Propuct Evaluation Entity Product Ewlusition Entity Compliance, Maurice; Evill.ation, Report from, . Florida Registered Architect u, a LiothsedPlorks acom Z __J FLIIZI�T41110 Products FiLliturl Products Preirs,el-I Engirear < Cualli,rA"Imance Aster-d lor Use Alorou,I4 for Us Inniod Dowun Curility Aefurstri Approwd for Use Apct.v*d for Us. Impa; 22im 1`01654441II5 fronducts I ama Pratuo Model. N..b.r or Me. P,,Iu.t Description Cant-i C,h0rallisn Del, in HVI1Z outside HVH Real,tert lamesum See, a Pr,,J,,l Model. Nunrib- N.- Product nesedoll. Ceentrecit E.,brallon Data he HVHIZ Cuthil li Risititert pro ... na Clualkly Assurali ApprOi for Use Approved to, Use mQuict Dirskin _J 1 rill 18 go. high strength trUse connector plate 12131RO24 yes Yes H [A MIA 1 Michallam LVL Laminated Veneer Lumber OanlJ2023 No y as NIA NtA Sn. # Product Model. Number or Name Dot' lama.ell 1) ... rhoij. dent ... 4 E:d.1'all na 14VHZ ounkei'la HVHZ Rinhilent Printiahns O_ 2 Mi 1 8 ge. super In Igh strength truss connector plate 1 V3112024 yea Yes MIA N,A 2 Pearei P5L � TimbierStimmid LSL Parallel Stand Luri OS/al,T(323 N. yet N/A MIA Laminated Smand Lumber 03i3la(323 No Yet NIA MIA I Alpha Aluminum Gold &zmp� Vented Aluminum Saffitf '" No Alpha Aluminum .solid 4,ami Vented Aumll Onr(5=023 Yens No MIA 3 all 18 16 up. truss .-optiol.t. 12t3l=24 Yes Y., M [A MJA MIA 4 TJ Rim Board structural Composite Lumber or Gnarled Strand Oai3l/2023 No Y. NrA MIA cMU &e,p; Wood Sefliv CMU &.mp; Wood 1 SHEET NO. 4 MT18HS 18 ga. high strength truss Connect. plate i 2131,2024 yes Yes MIA 6 MT20HS 20 ge. high sitength I- O'n"dor Pill' 12131=24 yet yes MIA NJA be idl Rim Board 6 1 TLI a. MT18 18 g., thruls connector plat. 12131,I2024 yet ye,, MIA N)A 5 Wayam ..... r Rim 2 ... d Orla-I.cl Strand Rei Rim B ... d 03131,2023 No Yes NIA MIA 7 TL2D. M720 20 go, i.e. ..n.ct. plidis, 1213V2024 yes Yes MIA N/A I I . March 6, 2023 PA 1.1 . 11 F ----------- F_ I : _ - - - - - - - � ___ __ - I I I , I . . ;I __ I i, I , " ; 1 I A __F --- IF-T,P-T 1-1 11 , , ''I I ___ - F_ - - --I 11 --- - - �--- I __ Regulation Paq t M i Building Codes and Standards enoroxx Building Codas and Standards enormxx Building l�lifxs arHi Standards anwxaxx Building Codes and Standards enaanx Product Approval Application N (� ( �a U OL W O L _v CU VJ 0^, O O W Q O ICU 0 Co �}� O L.L •� `/ O O 4` CU O `„600 �� .� vJ Cn E C. � _ v 0 Ce > CL /CL 0 U 0 L_ U) �--J ICU U m 3 � O WCL z J z J SHEET NO. PA 1.2 Florida Departrnertt of Business & Professional Regulation F.w t el x Rorida DePaMperrt of Business & Professional Regulation West •I1 RCdda Department of Business & Professional Regulation paw t oil Ronda QBpal4n8rit of 8ueineMs & Professional Detail Product Approval Application Detail Product Approval Application Detail Product Approval Applicati Ito D$.DebFenia�nYqubeiurorCamaatEntlngraLiasgVsli6lfdYN!lk4$:u6myLiFBCAOfrorafAepM>ww)9baeTj�•r:nMagWturo4gMt6eolrwaiLiwgWlidabder Wn4bd armFBCaaerdal �� rf'n YaAubeturor�6ndgfrdlisama WlidMfdIwlava 8uhmiHadFBCAeorovii AeorWM� 1jp�a Wr�kncoMaaEnnlrrarALleeneeYalYetadlhlldaxrdau�iidt(FF6CAOpOral Aporog�9T1a�rs Pey corporation Joe Hayden �I101 WIMOw aM Ooor JemW L Buckner, P_E Q OTn4tZ020 071142020 W/Z0l20Z0 Approved Ailntatlon 302D Rey corporation Joe Hayden htgl WlrgOvr and Door T.E. Wrin. PE, LLG O7n4r20T0 O7HN2030 07132f2020 Apgowtl Aflrmatlon ZOZO Pella Corporation Joe FIaYdN+SaMI WlrrJpw arq Dnpr JameD L Buckner, P E. 4 OT17N2010 07l1N2030 07'nIX2020 ApProo•d Aflrmatl rCWV yt 9kgk Hung Wlnd0lr [42'x72•) 0&17l2GZ7 No Yen No +5rya0 i Pella 10 Barba Engle Hung YAndaw Se'xaOr Vinyl Non-Impau Binge Hung Window 9912212022 No Yee No +40h10 1 Serle 10f20 Vlrlyl nyBd window (90n%78") 07n52922 No Yq No cc l 14 G .1 R (D a) Cn -Cu > 2 -o Ld) C�L 0 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 1213Qr2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130120210 Simpson Strong -Tie 2020 FBC Approved Products Updated 12MrzO2Q Simpson Strong -Tie 2020 FBC Approved Products pdatll 12,�111,120 Updated 12130120 O_ 0 C=MFor direct links to all SST approvals listed below CLICKHERE For direct links to all SETapprovals listed belovo, CLICK HERE For direct links to all SST approvals listed belovo: CLICK HERE Fordirect links to all 9ST approvals listed belovo: CLICK HERE CU For addtional Informiabon regarding Florda'sOltatewide Product Approval System and Marni-Dede CountyNcfice ofAcceptance (INGA), CLICK HERE. ad-lonal Information regarding Florida's Statewide Product Approval System and Miarn-Dade CountyNouce orAcceptance (NOA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mann -Dade County Notice of Acceptance (INCA), CLICK Flf!M For additional information regarding Florida's Statewide Product Approval System and Vilarri-Dade County Notice of A�oeptaroe (NOA). CLICK HER + FIL41I FL#10446-RG FL#1 0456-R5 11 HUS, HUSC series hangers Face-mou tit hangers available in widths rang Ing fVM1 -5 = M -M C/) 916" and heights ranging from 4-5116" to 11", Cc led flan 7 led ft., -0 0 -0 &UJ Product Model. Numberor Name Product Description Sea # Product Model, Num bar or Name Prioduct Description Sea X Product Model. Num bar or Name Product Description 1_.r version (HUSC) available for models having width I to or 0 -= -0 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-5S) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33 A34, A35. A44 Angles I ET, BTB, BTH brick Ties gre ater than 3-9116". ce) C2 -�9? L_ 0 0 (3) 2 APA21 , APA4. APA6, ARVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14. CMSTCI$ Called Straps 12 IUS series hangers Facia -mount hangers available in widths ranging from 1-7t CL) -0 3�: 3 APS44. APB44R. APVB66, APS66R, APB88, APB58R, AP61 010, AP61 01 OR, APVB44, Outdoor Accents Post Bases 3 CS14. CS16, CS18, C820. CS22 Coiled Straps 518" and heights ranging from 9-114" to 16" - C2 Lij %-- 0 LL - FL#9589-R6 APVB44R, APVB66. APVB66R, APVB88, APV1388R, APVB1010, APVBIOIOR 4 CSHPIS, CSHP20 Coiled Straps 13 LOUS.25-SIDS, I-GUS.83-SIDS, LGU5,25,SDS Face -mount hangers 4 APDJT2-4, APDJT2R-4, APDJT2-S. APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression[TensionStrap 14 U-124, LU26, LU28, LU210 Face -mount hangers cz. CIM to 0 > S- # Product Model. Numberor Name Product Description APVDJT2R,6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC262, LUC21 02 Face -mount hangers .0 U) .- -0 F= 0 1 SDI 01 12DBB Outdoor Accents Conn ector Screw 5 APHH46, APHH4OR. APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 Fil, HIOA, H2.5A, H3, His, H7Z2 H16, H16S, H16-2, H16-25 HurrioaneTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1 (31 to 4.1, r C6 cc U) L_ 2 SDO1 12, SD92112; SDI 0112, SDI 0212 Strong -Drive GO Connector Screw 6 APL4, APL5, APT4, APT8, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5fSr' and heights ranging from 3" to 10-1 V16" �cm C.-A X UM) M 3 SD9112SS. SD92123S Strong -Drive GD ConneoWF _15S Screw 'long 7 APLH24. APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 H524 HurricaneTie 17 MGU3.63-SDS, IVIGU5.26-SIDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-508 Face -mount hangers C�A e- !E -#-- 4 SDCF22434, SDCF22512, SDCF22614. SDOF227DOr SDCF22858, SDCF221014, S -Drive SDCP Tirri Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2 -SDSI.5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths rangrng!roMk2116" 'k f C2- SDCF221134, SE)CF2213:34. SI)CF271958. SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2. HST3. HST5 HST8 Straight Straps 118" and heights ranging from 6-15116�'to 10-112. .. 5 SDGP22434, SDCP22512. SDCP22614. SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CrT4Z, CJT5Z, CJTBZ Concealed Joist Ties 12 HTS16, HT820, HTS24, HTS28, HTS30, HTS30C Heavy Twst Strap 19 MUS26. MUS28 Face -mount hangers V 5. SDCP221100, SDCP221134, SDCP271400 11 Deck Joist Tie 13 1 SK TZ, HTS020KTZ Heavy Tvvst Strap 20 SUR. SUL: SURC, SULC series hangers Skewed face -mount hangers available in widths r Ing I I- an ro 6 SDHR27400. SDHR27614. SDHR31400, SDHR31614 Strong-DWe SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor to 9118" to 3-9118" and heights ranging from 3-1/16" 1 W 7 SDS251121 SD.S25134, SDS25200, SDS25212, SIDS25300, SDS25312, SDS25412: Stroing-Drive SIDS Heavy -Duty Connector Screw 15 FC4. FOS Framing Clips 15 USTAR LSTA12. LSTA15, LSTA18, LETA21: LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) availab for all do, be 0) SDS25500, SDS2560D, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X arid 4X models; only acute flange is concealed, ot: 8 SDS25112ES, SDS252OOSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LT820, LTS413 Bridging 21 U series hangers Face -mount hangers avaibble in widths ranging from 1 6" to 9 SDWF2716 SDVVF2720, SDWF2T24, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T: HS, HIOA-2, HIOS, H14, HGA10 HurricanaTies IS LTS12, LTS16, LTSI8, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11 -114"� 17 18 HCJTZ HH4; HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MOT MST27, MST37, MST48; MST60, MST72 Medium GirderTiedown Sleight Straps FL*10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTAI5, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FL#lQ667-R6 20 1_30,1_50,1_70,1_00 Angles 22 MSTC2a, MSTC4Q MSTC52: MSTC66, MSTC78 Sleight Straps Sea X Product Model, Number or Name lonoduct Description 21 LCF4 Post Cap 23 MSTC4SB3, MSTC,68133 Pre-9ent Straps Sw Product Model. Number or Name to uct Descriation I ATR318. ATRI12, ATR518. ATR314 Threaded Rods 22 LS3O,LS50.LS70,LS9O Skewable, Angles 24 MSTI26. MSTI36, MST148, MSTIOO. MST172 Straight Straps I BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD1 4, ATUD1 4-2 Aluminum Take -Up Device 23 LSC7 Adjustable Stair Stringer Connector 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS3DC Medium Twist Strap 118" and heights ranging from 7-118" to 59'. 3 BP318-2. BPI12, BP112-3. BPS/8-2, BP516-3 BP3/4, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, _SSJ20RZ, LSSJ25LZ, LSSJ2)3RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 23 NCA2xIO-12, NGA2x12-12. NCA2x8-16, INICA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-618" to 7- 4 CNW318, CNW112. CNW518, CNW3/4, CNW518-V2, ONW314-5/8 Coupler Nuts 25 LSSRI.81, LSSR2.1, LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable SlopeablefSkevsible Hanger 27 RCW212, RCWB14 Wall Bracing 118" and heights ranging from 9-1/4" to 24". 5 CTUD$5, CTUD65, CTUD66. CTUD75, CTUD713, CTUD77, CTUD87. CTUD86. CTUID97 Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 26 RPS18. RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in Wdths ranging from 1-1/2" to 3- Z CTUD98, CTUD99 27 ML23Z, ML242, MI-282, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24". 6 N3, N4, N5, NO Heavy Hex Nuts 28 MIAH8 RoofTila-Down 30 SPI, SP2� SP4, SP6. SPS Stu d Plata Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to a- 7 RTUD3, RTUD3B, RTUD4, RTUD48. RTUD5, RTUD15, RTUD7, RTUDO Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4,SPH6,SPH8 Heavy Stud Plate Tie 5f8" and heights ranging from 9-1/4" to 24"� 8 TUD9. TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU2S, MMLU28-2, MMLU210r MMLU]211. MMLU139. MMLU13Il Face -Mount Hangers a2 SS1. 5. SS2.5. SS3, SS4.5 Stud Shoe 5 EG5� EG7, EGg series hangers Top flange hangers available in wdths, ranging from 5.114" to 8- 9 TUVV36 Take -Up Washer 31 RBC RBCP Roof Boundary Clips 33 ST9, ST12, ST1 S. ST22, ST292, ST2122, ST2115: ST2215, STS215, ST6224, ST6236 Straight Straps 7f&' and heights ranging from I I" to 32-1/2" 1 D URS3 318" Uplift Rod Run Tiedown System 32 IRST-3 Roof -fie -Down 34 TE320, TB27, TB30. TB36, TB42, T1348. TB54, TB56. T136D Tension Bridging 6 EGO series hangers Top flange hangers available in wdths ranging from 3-618" to 7- 11 URS-4 1/2" Uplift Rod Run Tleclown System 33 RTC22Z, RTC42, R7027, R7C44 Rigid Tie Connectors 35 TWI510, TWB12, TVVB14 Wall Bracing 1/4" and heights ranging from I 1 -14' to 3Z'. Z 12 URS5 518" Uplift Rod Run Tiedown System 34 STC.STCTDTC.HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-70' 13 URSO 314" Uplift Rod Run Tieclavin Systern S5 TJC57, TJC57 Truss Jack Clips 57 WEI 06, WEI OOC, WEI 26, WEI 26C, VV8143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from I I " to 32'. FL#10441-R6 FL#105,31-R5 9 HB series I angers Top flange hangers available in wdths ranging from 1 -9/16" to 7- FL#10447-R5 112" and heights ranging from 8" to 39' Sag 9 Product Model, Num bar or Name Product Description §gjA Product Model, Numil or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to S-718" W 1 DTT2 Hold-down Seg It Product Model, Num bar or Name Product Description I C9H2.S7x5.5, C8112.37xTO3, CBH2-37xg.75 Concealed hangers and heights ranging from 10-112'to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DIU, DHU, DH UTF series hangers Face -mount �IDU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in wdths ranging from 3-1142'to 8- 3 HDQ8; HHDQ1 1, HHDQ1 4 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3w DSC5R-SDS3. DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9flg'to 3-9118" and heights 7f8" and heights ranging from 7-1/2" to 32' 4 HDU2, HDU4: HDU5. HDU8, HDU11, HDLJ14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15116". 12 HGLTV series hangers Top flange hangers available In vAdths ranging from 3-1/4" to T- 5 HPA28, HPA35 Strap -style curlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HG1.13,63-SIDS. HGW,25-SDS1 HGU5.50-SE)S, HGU5.62-SDS, HGU7.00-SIDS, HGU7.26- Face -mount hangers 113" and heights ranging from 14" to 33". a LSTHD8. LSTUiD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2. HHRC411 31, HHRC44, HHRC5.25i`3.25. HHRC5,3713A2, Heavy Hip to Ridge Connectors SDS, HGU9,0OSDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA,MASAP Foundation anchor strap HHRC66 4 HGUS series hanger�; Face -mount hangers available in widths ranging from 1-5/8"to 7- 9118" arid heights ranging from I S" to 26". 8 MPA132, MPA144 Strap-s" purlin anchor 6 HRC1.61, HRC22 Hip Ridge Connector W" and heights ranging from 5-5116�'to 12-718", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PAI 8, PA23, PA213. PA35. PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210�. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50.SDS, HHGL)5.62-SDS, HHGU7 00-SDS. HHGU7.25-SDS, Face -mount hargers 3-9116" and heights ranging from 5-318" to 10 PAI18, PA123: PA128 PAI35 Strap -style purlin anchor 8 LSU2S, LSSU28. LSSU210 Light SlopeablefSkewable U Hariger HHGU9,00-SDS 15 HUTF. HUCTIF series hangers Top flange hangers available nwdths ranging from 1-911&10 5- 11 STHDIO. STHDIORJ Strap -style hold-down 9 TBE4, TSE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS41 0, HHl Face -mount hangers 112" and heights ranging from 3-7116 to 15" Concealed flange 12 STHD14, ETHD14RJ Strap-styJe hold-down 10 TC24. TC26. TC28 Truss Clip H H US7 25/1 D vers;ion (HUCTF) available for all models having wicith equal to or 11 THA29, THA213, THA21 8, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, AdjustableTruss Hanger 7 HSUR, HSUL, HSURC, HSJLC series hangers Skswed face-mourt hangers available in widths ranging from 3- greater than 2-9/16". THAC422. THA426. THA422-2, THA426-2 118" to 5-118" and heights ranging from 4-314" to 15-3/4"- 16 HWP series hangers Top flange hangers available in wdths ranging from 1 -9116r'to 7- 12 THA11.81i`22, THAl2.06122, THAl2 1122, THA1222, THAI322; THA13522, THA1422 AdjustableTruss, Hanger Sized for I-Joisits Concealed flange version (HSURC, HSULC) available for all IfS" and heights ranging from 5-318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and [Xmodefs� only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA I Truss Hangers 8 HTU25, HTU28, HTU21 0, HTU213-2. HTU20-2. HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-3/8" to52'. 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 15 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19-114". Concealed flange 5f8" and heights ranging from 9-1/8" to 16'. 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 J13 series hangers Top flange hangers available in wdth of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5.318" to 7-14' 10 HUCO1.81/9-SIDS, HUCOI.81/11-SDS, HUCO210-2-SDS, HUCO210-3-SOS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUC0410-SDS, HUCQ412-SDS, HUCQ5.2519-SDS, HUCQ5.25fll-SDS, HLIC0610- ranging from 9-3110" to 13-118" SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12MI2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 C= For direct links to all SST approvals Ested beC'�"L CLICK HERE For direct links to all SST approvos listed belm,, CLICK HERE For direct links to all SST approvals listed belau. CLICK HERr; For dkeot links to all $ST approvals listed belv,,,,� CLICK HERE For additional informaton regarding I'lorida's Statewide Product Approval System andmami-Dade County Notice of Acceptance (NOA),,q�� For additional information regarding I'locclas Statewide Product Approval System and Miami-Oado County Notice ofArceptance (INCA), F(x adddonal information regarding Florida's Statewide Product Approval System an d Miami -Dade County Notice of Acceptance (NOA). LLIC&h" For additional information regarding Florida's Statewide Product Approval System an d Miami-Daide County Notice of Acceptance (NOA�. §ILQLbfa� 21 LB series he ngers Top flange hangers available in width of 1 -19M 6" and heights FL#11460-R5 18 SfLBVI,56. S/LBV1.81. SILBV2,06, BILBV2,37, StLEV2.515, SILBV2.68, SILEV3,12, Top Flange Joist Hangers 6 SET-XP Adhesive Anchor for concrete ranging from 5-3f8" to 15-1/8". SiLBV3.56, SILBV3.62. SILBV4.06, SJLBV4 12, SJUBV4.29, S;LBV4-76. SILBV5 50 6 Strong -Dolt 2 (STS2, STI324SS, STB2-6SS) Strorg-BcIt 2 Wedge Anchor for concrete avalable in carbon 22 UBAZ series hangers Top flange hangers available in width of 1-0/16" and heights Sea # Product Model, Number or Name Product Description 19 FdLTT20.,9fDTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3fl 6" to 13-118". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SfMST60, SIMS772 Straps I IS mil (10 ga) 7 Titein HD (THO-H, THD-HMG, THD-H4SS, THD-1146SS� THD-CS, THD-CSSSS) Titen HO Heavy Duty ScrewAnchorfor concrete and masonry 23 UEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 5- 2 HRS6. HRS8, HRS12 StrapTies 21 SP4. Bps Stud Plate Ties available with hex he -ad In carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-1/2". 3 HUCQ210-2-SDS, HU00210-3-SDS, HUM310-SDS Joist Hanger 22 SSPt DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5. Ml series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, TI THGEH2, THGBH3, THGBH4 Joist Hanger 23 STCL DTC Truss Clip Type 316 stainless steel 7/3" and heights ranging from 9" to 32-112', 5 THGQ2SDS3, THGQ3-SDS4 5, THGQH2-SDS3, THGQH3-SDS4 5, THGQH4-SDS6 Joist Hanger 24 T9D22 Truss Brace Diagonal 8 Titen HID Rod Coupler (TH037634RC, THD50934RC) Titen HD Threaded Rod Couplerfor concrete 25 MIT series hangers Top flange hangers available in wdths ranging from 1-9110" to 5- 6 THGW3-3, THGVV3-4, THGVV4-3, THGW4-4 Joist Hanger 25 TJCS7 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THD525168RH, THDB37158RH. THD37212RH, Titen HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1 M" to 24". THD50234FZH, THD10212RH) 25 PF, Pl PIFIDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FL#I 147$-R5 FL#13904-R5 (D 2T 28 RR WP series hangers Ridge rafter connector Top flange hangers available in Widths ranging from 1-9116" to 7- sea # Product Model, Num ber or Name Product DescURtila Sea # Product Model. Number or Name Product Desci U= FL#16230-RS Iff" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOM3 82-SDSHDG, OCOM4.62-SDSHDG, CCQM5-50-SDSHDG, CCTQM3-62-SDSG. Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4,02-SOSG. CCTQMS-50-SOSG, CCCQM3.62-SDSG, CCCOM4,62-SOSG. Sea If Product Model, Num ber or Name Product Descript on 3 HIS, H16S, H16-2. H16-2S Hurricane Tie CCCOM111.50-SIDSO I AT-XP AT-XP High -Strength AcrylicAdhesive for concrete or masonry FL*10860-R5 4 HEA12, HETA16, HETA20, HE-FA24 HETA40 Embedded Truss Anchor 2 ECCLQM3_62G-KT, ECCLQM4.62G-KT, ECCLQM5_50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry E 5 HETAL12, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQML)4.62G-KT. ECCLLOMD5.500-KT, ECCLROMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP H igh-Strength Epoxy Adhesive for masonry Sea # Product Model. Num bar or Name Pmduct Description 6 HGAMID, HM9 Masonry retrofit connectors KT, ECCLRQMD5,50G-KT 4 Strong -Bolt 2 (STB2) Stron;-Bott2 Wedge Anchorfor masonry W 1 ABA44, ABA44R, ABA46, ABA46R. ABA66. ABA68R Adjustable Post Base 7 HHETA16. HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUl HGUM550, HGUM7.00, HGU%47,25, HGUM9.O0 Heavy Masonry Hangers 5 Titen 2 (T7N2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU 44R, ABU46: ABU46R, ABU5-5. ABU5-6, ABU65, ABU66, ABU66R. ABU88, Adjustable Post Base 8 LGT2. LGT3-SDS2.5, LGT4-SDS3 GirderTledown 4 LCUM26-2, LGl LGUM264, LGUM28.2, LGUM2&-3. LGUM284. LCUM210-2. Masonry Beam Hangers 6 Titen HD (THD-H4SS, THD-HOSS, THD-CSBSS) Then HID Heavy-D uty Screw Anchcr for concrete available in 304 (D ABU98R, ABUIOIO, AEll ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor I-GUM210-3, LGUM210-4, LGUM48. LGUM48. LGUM410 or316 stainless steelwith hex head, ancI316 stainless steelwith 3 4 ABW44Z. ABW44RZ, ABW46Z. ABW46RZ, ABW66Z, ABW66RZ, ABWZ-7 AC4, AC4R, ACE4, AC8, AC6R, ACEO Adjustable Post Base Post Cap 10 I I META12, META16, META13, META20, META24, META40 MSTAM24, MSTAM36, M87CM40, MSrrCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.1219.25, IMBI-A3.12MI.25, MBHA3.56)7.25, MBHA3.56f9.25, MBHA3.56111.25 MBHA3.56/11.88, MBHA3.56114, MBIHA3,5616, MBHA3,56)18, MBHA5.6OfT25. MasonryTop Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head. Titen Turbo Screw Anchor for concrete or masonry co 5 BC4, BC45, BC4R, SCO, BOOR. BCB� 3052-2/4. BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5Of9.25, MBHA5.50111 25, PABHA5-50/11.88, MBHA5,50fl4, MBHA5.50116, 6 CB44, CB46, CS48; CB66, CB88 Embedded Column Base MBHA5�50118 CIO 7 CB5Q44-SD52. CBSQ46-SDS2, CBSQOS-SDS2 CB5086-SD,92, CBSQ88-SDS2 Embedded Column Base e MSHU3.50/9.25, MBHU3.56111 �25, MBHU3.W14. MBHU3,56/16, Masonry Beam Hangers FL#16937-R3 > 8 CC, ECC, ECCU Series Bolted caiumin caps with Wl ranging from 3-1J41" to G-ltZ' and FL*11496-R5 M13HU3.56118, MBHU6.60tg.25, ABHUE50111 25, MBHU5.60/1 1.88. MEN U5.50114, W2 ranging from 3-5f8" to 7-112" MSHU5.50/16, MBHU5.50118 SN 9 Prod Uct Model, N U M ber or Name Progluct Description P CCQ-SDS2_5, ECCQ-SDS2.5 Series Screwed oolumn caps with W1 ranging from 3-11,V'to O-IfZ'and Sea # Product Model. Number or Name Product Descrivition i X34Bl 01 6-5K; XIS1 016, XI BI 01 6-4K, X01 Sl 018, XQ1 6101 &4K 410-16 Stro ng-Drive X Metal Gelf-Drilling, Tapping Screws with 43 L W2 ranging from 3-5fs' to 7-112" 1 DTTlZ DeckTarsion Tie [)rill Point > 0- 10 CPT44Z, CPT66Z, CPT8aZ Concealed Post Tie Base 2 HD121 HD19 Bolted Holdowns, FL#13975-Rg 2 XLQI I 4T1 224, XLQl 1491224-2K 412-24 Strori XL Large -Head Metal Self-Drillirg, Tapping CDL 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3Ei HD513� HD713, HDOS Bolted Holdlowns Screws with #5 Drill Point and Large Diameter Hex Waster Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTTS-314 Tension Ties Sag # Product Model, Number or Name Product Description 3 XMQI 14SI224, XMQI 14B1224_2K 412-24 Strong-DriveXM Medium -Head Metal Self -Drilling, 0 < 13 LCB44. LCB66 Embedded Column Base 5 LTTlq, LTT20B. LTTI3l Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458� SDW226CO. SDW22eOO. SDW22638, Strong -Drive SDW EWPI-PLY and TRl Sure" Tapping Screws with #5 Drill Point end Medium Diameter Hex 14 15 LPC4Z, LPC6Z MPB44Z, MPB66Z, Light Post Cap Moment Post Base 2 SDVJ22634 SDWC15450. SDWCI58OO Stroing-Drive SDWC TRUSS Screw 4 X0114$1224. X011481224-2.5K X114S1224,XQII2S1224. XQ112BI224-2K #12-24 Strong-DrivoXIVIetalSelf-Drilling, Tapping Screwsvoith #5 Drill Point MPB88Z 16 PB44. P644R, PB403. P866, PB56R Embedded Post Base FL#13628-R5 3 SDWHID-300DB. SDWH194l SDWHI06COD6, SDWHl08OODB, SDWH11)1000DB Siong-DriveSDWH TIMBER -I 5 XU34IS1 016. XU3481016-5K #10-16 Strong-DriveXU Metal Self -Drilling, Tapping Scre\,awrth 17 PBS44A, PBS46. POS65 Embedded Post Base 4 SDWH27400G. SIDVIII-1271500G. SDWH276DOG, SDWF1271000G, SDWH27129OG Strong-DriveSIDWH TIMBFR-HEX HUG Screw #1 Drill Point is PBVO' PBV1O Round Post Base Seci# Product Model, Number or Name Product DescdRkM 5 SDWS16212, SDWSI 6300, SDWS1 6312, SDWSI 6400 Stron@-Drive $DWS FRAMING Screw 19 PC44-16. PC46-16, PC48-1& PC64-16, PC66-161 EPC44-16. EPC48-15, F-PC48-15, Post Cap I SB518x24, SB7/8x24, SBIx3O SB Anchor Bolts 6 SDWS19600, SDWS19712, SDVVS22400,SDWS22500.SDWS22512, SDWS22600: Strong -Drive SDWS TIMBER Screw (Interior Grade) 0 EPC84-16. EPC85--18 2 SSTBI 6, SST820, SSTB24. SST828, SSTB34. SSTB36� SST81 OIL, SST820L, SSTB24L, SSTB Anchor Botts SOW8228,00, SOWS22900, SDWS221 000, SOWS221 100, SDWS221200, SDWS221500 FLW320-RO 20 PC4Z, Fi PC6Z, PC3RZ, PC8Z, P08RZ. EPC4Z, EFC4RZ, EPC6Z, EPC6RZ. EPC8Z, Post Cap SSTB28L 7 SDWS223CODB SIDWS22400081 SDWS225001)13; SDWS22600DB. SDWS2280OD9. Strong -Drive SIDWS TIMBER Screw (Exterior G rade� EP08RZ SDWS221 GOODE Sw # Product ModeL Number or Name Product Description 21 PPB44_4ZL PPB44-6Z Post Base a SDVVS22312DBO, SDWS22512DBB Outdoor Accents Structural Wood Screw I D88CB43_5� DSSCB48, DSSCS48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13972-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS, SDWS276OOSS, SDWS2780OSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43-5, FC!845,�. FCB47L5, FCB49.5, FCB411.5 BypassFraming Fixed -Clip Connector 3DWS27100OSS, SDWS27120OSS 3 FPHSD34S10113, FPHSD34BI016, `PHSD34B1O15-5K. FPHSD34,91214, #10-18 and #12-14 StronS-Drive FPHSD Framing-tc-CFSSelf- Seq 9 Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34BI214, FPHSD34B12I4-5K Drilling, Tapping Screws C0 FL#JO866-R5 1 CMST12t CMS714, rMSTC16, CS1 4, CS16, CSI Or CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25, LSFC6-25, SFr2.25, SFC4.25, SFC6.25 Steel Framing Connector 2 HRS6. HIRES. HRS12, FHASr FHA9, FHAl2, FHAIS, FHA24. FHA30, Mi MST36, Sinaloa 97 mil (12 ga) 5 LSSC4.25, LSSCS.25, SSC2 25, SSC4,25. ESC6.25. MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors Sea # Product Model, Number or Name Product Descrintion MST148. MSTIGO, IVIST172, S/MST27, SIMST37, SIMST48 USSC4.25KW. MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28; HTS30, HTS30C Heavy Twst Straps FL*l 5363-R3 6 RCKW3, RCKW5.5, RCKW`T5, RCKWSS: RCKW5.5S Rigid Knee Wall Cannector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LS7A36, LST149, LST173, MSTA9, MSTA12, U87AI5, MSTAiI8, MSTA21, MSTA24 Straps 43 mil (18 9a) 7 SCI S0645.5, SCB47,5, 81-1349.5, SCB411.5. MSCB45-5, MSCB47 5 Bypass Framing Slide -Clip Connector 3 GH46-6. GH46-8, G H48-6, GH48-8, GH410-6. GH410-8, GH66-6, G HN-8. GH68-6, CHIOS- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292. ST2122, ST2115. ST2215 Straps 33 mill (20 g a) Sea 9 Product Model. NUMber or Name Product Description 8 SCS32-5197, SCSe2-5197, SCS62-5/1 18, SCS82-5il IS Bypass Framing Connector 8, G H61 0-6, G H 610-8 6 ILSURI-13.255, SUEH3L25, MSUSH3.25 Bridging Connector 1 AS 18, AS 1865, AS 1 8SO 18 ga. Truss Plates 9 SCVV3,25, SCW5_5 Head -of -Wall Slide -Clip Connector 4 GL65A, 01.13513, 01-135C, GLB60, GLB7A. GLE37B, GL87C. GLB7D Glulam Bearing Plate 7 1 Lateral Tie Plate 2 AS 20HS 20 ga High Strength Truss Plate 10 SJC8,25, SJO10.25, MSJC&25, MSJU10.25 Steel Joist Connectors 5 GLaT512, OBLT812, GLBT516, GBLT616, OLSTS20, GBLT620 GJularn Bearing Plata 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga Truss Plate 11 ssa3 518 Bypass Framing Slide -Clip Strut Connector 0 6 HGLBA, HGLBB. HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTASO. Mi ST6215, STO224, STS, ST12, ST18, ST22, MSTG28, MSTC410. MSTC52 5�aps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH78131 414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, STS236 Straps 68 mil (14 ga) Scrawls W = 8 UFPIO_SDS3 UniYersa I Foundation Plate 11 MTS12, MTS18, Mi MTS20. MTSSO, MT-S24C, MTS30C Medium Twist Straps 13 XQI S1 018, XQ1 B1 01 6-4K, XQ1 S1 214. XQl B1 214-3 SK, X078SI 224, XQ78131 224-3K, 410-16. 412-14, and Al 2-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIBI 56, &B1 81, SJ132.06, S1132 37. S/52.56, SIB2 58, S163.12, S163Z6, SIB3.62, S1134.06, Top Flange Joist Hangers FL#1 5730-R4 X01 I 4SI 224; XQI 14DI 224-2.51<1 XQI 12Sl 224, XQ1 12B1 224-2K, X3481016-SK, Tapping Screws S1134,12, M4.28, S/134.75, SIB5.50 XlSIOIO. X161016-4K, XISI214, XIBI214-3,5K (D 13 SIBA2.1218, SIBA2.12/10. SIBA2 112t12. SIBA2.12/14, S/BA4.18/8, SIBA4.18/10, Top Flange Joist Hangers Sea # Product Model, Number or Name Product DesocIgUa Z SIBA4.18112, SIBA4,18/14 1 ET -HP Adhesive Anchor foir concrete 14 SfH1A HurricaineTie 2 GAC, GDP. GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75. GW-100, GTH Gas -actuated fasteners andassemblies, < 15 SfHDBS, SIHD8B, S/HD10S, S/HD1OB, SfHE)15S, SIHDI513 Holdowns 3 PDRA, PDPA-K, PDPA-MG, POPAT, PDPAT-K, PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners. threaded studs, and assemblies 16 S/HDU4, S/HDUO. SIHL)U9, S/HDUI 1 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCIUDPA, PECLOPA, PTRHA3, PTRHA4 17 SfJCT, SIHJCT Joist Hangers 4 sEr-3G Adhesive Anchor for concrete SHEET NO. March 6, 2023 PA 1.3 -0--o a) cf) CU (3) > 0 0 =3 MIAMMADEM MUM-D"ECOUNTY PGT Ludustries, Ine. PGT Indwtriesjuc. C" L- " -0 mowPRODUCTCON17110L SECnIoN PGT Industries. Inc. a) 0- 0 11USSW-26Streer Room202 NOTICE Of ACCEP-r.A-.N'CE:EN,-IDEiNC.ESLTB3vffFTED a) CL 0 NOTICE. OFACCEPT-AINCE: ENIDENCE SUBAMTED CM cc -0 DEP-4RI-IIENTOFREGULAT4DRYA-NDE�Ca-NOM,CRIESOITRCF-SMER) mnml� pion& 33175-247 74 N OT ICE OF A�C CE PTAN' CE: EVIDENCE SUB 31=D -En 'MUM AIND CODEADMMUTRATION DrVIMON Tk786)315-2590 F(M)315-2599 0 C/) .N,OTICIE (YF A CCEPT.4,NCIE (INTOA) 1. Evidence submitted under preiious D. QUALrFY ASSUK-0 I Miami DadeDepartinent of Regulatory and Economic Resources, (RER) (D -0 0 B. TESTS (continued) ::30 0 -0 PGT Indusuies, Inc. A. D KA W I PING S 1 1070 Technoto U Dqive. L Mamfacturer's die draw, in�,s and sections. 5. Test report on 1) Air Infiltration Tesi. per FBC- TAS 2,02-94 cgg 2 - (D Cl) 0 3: - (Submifted underATOAA�. 11-0107 04) per FBC, TAS 202-94 .North Venkti. YL 342721 2) Unifonn Static Air Pressure Test- E. -NUTER.IAL CERTIFICATIOINS 0 LL - SCOPE: 2. Drawing Nlo� 3t]D-5570.0,titled "Viq-4 Sliding Glass Dom NOA(LIM)", Sheets 1 3) Water- Resistance Test., per FBC, TAS 202-94. 1 . Notice of Acceptance No. 15-0-528.14 issued to NTision Extrusion Limited for their -,Pe- M = ,- M -.. ct 0 CU 0 > -NNIkke Rigid PVC Exterior Fmrusions for W� mclows and Doors7. dated 0 1, C This NOA is being issued under ffie applicable rules and regulations govnerning the use of comtructioninatnials- The tbrough2l of2l, prepared bymanufacturer, dated 10-105/15, withrevision A dated 4) Large Missile Impact Test per FBC- TAS 201-94 =, " - -0 E 0 documentation submittedhas been rvviewed and accepted by Nfiaini-Dade CoufdyRER -Pioduct Control Section to 04.105/17, signed and sealed by A- Lynn Nffler- P-E. 5 Cyclic Wind P��-stue Loadingpu FBC, TAS 203-94 expbing on 0930,19. L- !� 0 (n (D CL be wed = Nfiami Dade Comry and other ucaswhere allowedbytLe Au1m#HavingJv62&Wx (AH�- 6) Forced Entry Test, pei FBC- TAS 202-94 2. Notice of AcceptanceNo. 16-0920.09 is�sued toVision FIxtrusion Licnited fortheir 40- M C:)- 5; C- -4- TILL- N0,A shall not be valid after the expiration date statedbetow. The Miami -Da -de County Product Control Section B. TESTS along with marked -up drawmggs and installation diagram of vinyl sliding glassdoor, prepared 1000 Tan -102 and lighter Shades,(Non-M71l:ite) Rigid PVC Exterior EYL nrussio C= U) (In,Nfiami Dade County) and�oi the AHJ (in areas adiff thanNham Dade County) res e rve the right to have this I Tt-A report on 1) Unifonn Static Air Pressure Test- per FBC- TAS 202-94 by Fenestration Testing Lab- Inc., Test Report No- FIL 8549- dated I I -%'l 5 signed and NX7,m d ows a nd D a o r,,", d at ed 1210.8 116- expiring on 112 9 �02 I product ormaterial tested for quality a-suranceputpo5es. If this prod= ormaterial fails to petformin the accepted 2 I -We Missile Impact Test per FBC- TAS 201-94 sealed by Idahins Ortega, P. E- (Test repmt revised on 11104115 and. 014 1116) 3- -Notice of Acceptance No - 15-0152S15 issued to Vision F-vtmsiort Limited for their Ills f mmmer. -the manufacturer uill, incur the expmse of such te-sting and th, e JAMmay iminediate-lyrev ake. mo dify, o r 3) Cyclic Wind Preswre Loading '-Brown Coated (Painted or Laminated) White Rigid PVC Exu4ior Extrusions f ,per FBC, TAS.20-3-94 6- Test report on 1) Air Infiltration Test, per FBC., TAS,202-94 ,suspend the use of such product or material within theirjuris4iction. RER reserves the, fi&t to revoke this along - , dated 0&13/15 � expiring on 09Y30fl 9- With marked -up draw igs and installation diagr im of vinyl, sliding glass door, PM)ared 2) Unifoma Static Air Pressure Test,per FBC- TAS 202-94 Windows and Doors" - acceptance. if it is determined by'Nfianiim-Dade Cotinty Pro4wt Corttrol Section that this product or inaterial fails to meet the requirements of the applicable build* code. b y Fenestra t ion Test iki z L ab . Inc.. - Test Rep oft N o � YTL 8 7 ? 17, d ated 1210 7 �,'l 5, signed and 3) W ater Resistance Test., per FBC, TAS 202 -94. 4- Notice of Acceptance No- 16-07121.02 issued to ENERGI Fenestration Solutions TJSk Thiss product is approtred as dewribed herein andhas been designed to comply with the Florida Building Code sealed by I d ahids Orteg a. P- E - (Test report revised on 02115A 6 and 01-24116) 4) Large Missile In4wt Test per FBC1, TAS 201-94 Inic. for their -T.A-N-' -%40 a nd L ighte r S h a de s (N on -White) Rigid F VC E xtei io z including the Hi4i. Velocity Hunicme.Zo� 2. Test repov on 1) Air Infiltration Test, per FBC. TA, S 2027-94 Extrusions for Windows and Doors" dated 09/15il6, expiring on 01`04;21. 5) Cyclic Wind Presw= Loading per FBC, TAS 203-94 Di E &CRI PTI 0 N: -Se ries " 5AS 77 V- 770 " Vin3i Slidi ng G la ss D cor (Reinhrc e d) w1wo 9 01 & 1,35 0 c mm er --L 2) Unifoan Static Air Pressure Test- perFBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance No- 16-07712.04 issued to ENERGI Pene-Aration Solutions USA, -AITROA 7AL DO C IMAJEN-1: Dra win�_g No. MD-5 5 10.0 Re v B, titled "Vm34 Shdin g Gla s & Doo r N 0 A (L N-1)" sheft 3) WateT Resistance Test, per FBC. TAS 7202-94- by Fem-stration Testing Lab- Inc., Test Report No- FTL 85552� dated 112X445- signed and Inc- for th& "Bronze and Lighter Shades of Cap Coated Rigid YVC Exterior -um 4) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idalmis Ortega, P. E- (Ilest report revised on 02115,2016) Exft d us for Windows and Doors" dated 09/1516, expiring on 04., gh 21 of 2 L, prepajredb� manafactuiw, dated 1 0105A 5 and List revised on 02 10 1;,2 1, signed andscaled by '20 '7. Test-feporton 1) Uniform Static Air PressureTest- �FBC, TAS 202-94 5) Cyclic Wind Prmwr Loading per FBC, TAS - -3-94 per & Notice of Acceptance No- 1"712.03 issued to ENERGI Fenestration Solutions USA, A. Lvnn.kfiller. P-E-- bearing the Miand-Dade CouatyFroduct Control Reiision stanip wiffi the Notice. of 6) Forced Entry Test, per FBCz ikS 202-94 2) Large Missile- Impact Test per FBC, TAS 201-94 Inc. for their"White ftd PVC Exterior Extrusions for Windows and Doors" dated Acceptancenumber and expiration doe by the Miami -Dade Counq Product Control Section- al ong w ith marked -up draw Ings a�d installation 6 bgram of vinyl s liding glass door, prepared 3) Cyclic Wind Presstme Loading per FBIC- TAS '03-94 09!1&'17, expiring on D2;28119. X1vs,='1x-j i P kcT R�tTrN-, G. La rg e a a d Sma H Mis s He I mF ac t Resist a n t 7- Test rq=s No(s). 10-002-792kk), 10-06-MO52 7*-, 535 753-0.9. per ASTME-84, by Fenestration Testing Lab, Inc, Test Rrport No- FIL & - C dated I L'06157 signed and -up drawrings and insstallation diagram of vinyl sliding glass door, prepared Limitadons- gong, with marked Z L See table I (sheet.Z) and table 2 (sheet ?) iforapplicable SGD unitsizes- design pressures- reinforcements. qpes, sealed by Id-almis Ortega� R E, (Test rtp�ort itvis6d. on 0 VO4iM and 02,11 by Fenestration Testing Lab, Inc.. Test Repoaft No. Yn 6638 (swVles A-1 thru A-22). dated ASTND15129 and ASTNID-635. issued byEXOVA toVision Extrusion for cellulosic -94 NOA IV Test report on 1) Air Infiltration Test, per FBC, TAS 202 composite matefial- glass types- siltriser(see tablesB-1 & B-2-sheets 7-8) and anchor hyciat sheets requirements in I I thlu 16. 1 1/1940,signed and sealed by Jorge -A- Causo, R E- (Submitted nnAFr. o.11- I Rigid Alite PVC, Tan (INon-iarbite) RigidPVT andRroum. coated (Painted or- laminated) white RipdFVC to be 2) Unffonn Static Air Pressure Testr per FBC, TAS 2029 -94 010,704) (Submitted ruider2VO-4 Xo. 11-0107 04) labek-d per fe-ferevia-d NOA'srequitements- 3) Water Resistance Test:: per FBC, TAS 202-94 8 Test report on 1) Air W- iltration Test., per FBC- TAS 202-94 8- Notice of Acceptance No. 14-0916.11 issued toKurarayr America., Inc. for their 4) Large Missile,Impact Test per FBC� TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-0-4 "Sentry Glast �(Clear and White) lnterlaveil� expiring on 07,104/1 S. - Egress operable doors rnmt cozoplywith min clear width or height per FBC requirement as applicable. 4. Pocket walls under separate approval, to be re--�iewed by Building official 5) Cyclic Wind Pressure Loading per F3C, TAS 203-94- 3) Water Resistance Test, per FBC- TAS 202-9-4 9. Notice of Accep tance N o. 16-1117� 0 1 Lss� to Kinarav Americ, a, I ac - for their LABELING. Ea ch unitshall bear a penz=ent label with the mmm�acturer`,-Y name or logo. city. state and series and 6) Farced Entry Test, per FBC, TAS 202-94- 4) LaW Missile InVact Test per'FB'C. TAS 201-94 Trasifolt', 11traclear. Clear and Color n:B Interlayers-, oqAring on 07.%,19. following statemetit IvEmm-Dade County P�roduc t ContralApproNe&., noted hereim alongwith marbed-up drawings and installation diagram of -vinyl sliding glass door, prepared 5) Cyclic W-ind Pressure LoadingperFBC, TAS 203-94 RENEWALof thi-ANOAshallbe consideredafter a reneiml applicaticnhas beenfiledand there hasbeenuo by Fenestration Testing Lab, Inc ., Test Report No- FTL 8-447, dated 11"OV15, signed and 6) Forced Entry Test. per FBC- TAS 21a2-94 F. STATE-AIENTS LU change in the applicable building code negatively affecting the peffamumce oftbis product. sealed by ld-,dmis Ortega, P. E. (Test report revised on 0211516) along with marked -up drawings and installation diagram of vmyl sliding glass door, prepared L Statement letter of confonmnee with FBC-5thEdition (2014) and FBC-6&Edition TERAHNA-ROIN-of this NOAwM occur afterthe expinfion date or if them hasbeen a re -vision orchutge in the 4. Trnqreporton 1) AirInfiltration Teo, per FI�C, TA.S .202-94 by Fenestration Testing Lab- Inc-, Test Report llio- IFTL 6337 (samples A- I thru A-5), dated )017).imiedbvnianufacturff-d-atedO8ll4/17,,si d & sealeed by Lynn 3,0er, PE- gne materws. uw� andior manufaclure ofthe product or process.Nfisuse ofthis.NTOA as= endorsement of anyproduct, 2) Unifoma Static Air Pressure Test, per FBC- TAS 202-94 1106110, signed and sealed by Jorge k Cmso, P. E- (Uhmifted underINT0.4 Xa. 11- 2. Statemienfletter of no finaneW interest, dated 04/1 Stl 7, issued by mamifacturex. signed for sales. aftau'sm'g or any other purposei, shall a-Womatic allvtemunale this NOA- Failure to cowplywith any 3) Water Resistance Test, per FBC, TAS 202-94 0107.-09) se2led ky Lynn Miller- PE. section ofthis NOA shali be cause forterminatkm andremoval ofNOA. 4) Lafge Mmile.Impad Test per FBC, T-AS 201-94 1 Letter of lab com;)hance. part of the above test reports. ADN-E RTISEHLN T �- The N 0 A n u mbet pfeceded b y the wo r ds NEu =-Da; de County, R, Gru la, and fo I low- ed by th e 5) Cyclic, Wind Pnww Loading per FBC, TAS 203--q4 4, RE R. Test Proposal No. 17-0387, dated 05,,�05 17., signed by Is. h Clmda� RE.. C. CALCULATIONS expiration date may be displa any portion o f the NO A is displayed- then it shall be L An-chorverification Calculations. and structural anakyvs,,complying wnhFBC-2014, _yedivad%-ertisJngliterature� If 6) Forced Enin- Tesl� per FBC, TAS 202-994 done in its entirety alone with marked -up drawings and installation diagram of -vmyl sliding glm door prepared G. OTHER 0 - prepared by PGT- dated 11,09d 5and buq revised on 014 5,`16- signed and sealed by r by Fenestration Testing L2b- Inc., Test Report No. FTL,9-548- dated 11-04115, signed and 1. Notice of Acceptance No. 1-5-1210.011 issued to PGT Industries, fortheir Series INSPECTION: A copy of diis entire NOA sballbepro-vided to the -user by the mainifacturer or its distributors and Anthmy L, Mller.. P.E. (Sit b m ifted irm der N'0A A'& 15-1210. 01). sha U beav ailable for insp ecti cmi at the j ob site a t the -retpnt o f the Buil ding Official. sealed by I d ahitis Ortega, P E, (res; t report revised on. 0 L0411 6 and 0 Z1 I I / I q). - . with ASTME- 1300-09- '1557 0,a,770" 17in-VISliding Glass Door (Reinforced) L.7111- expiring on 0411*2 1 2, Glvmg complies Ibis NOA revises & reneNnNOA420-0429.05 and consists of thi�pkpe I andevidencepages E-1. E-2- E-1 E-4. E-5 & E-6 as wellas appromal document mentioned ab<we- Iiha q L Chwndx, P�E. Ishaq L Cliiu42. P.E. hhaqL chanda, P1, The imbautted documentation was mriewed by ldiaq L C-1ha nda, P1. Product Control L-ait %per% isor ProduttContrGIVait Super'viser Produtt Contra] Unit SupervisDr ]NOA No., 21-021:05.0 1 NOANN6.21-01G5.03 IKOA No. Z I A 2 9S.03 NOA. Ne � 21 -0 2 05 �.,O 3 "X)u Expirm dou Date t Aprill.4,!026 E3:piradonDale, Apri][14,2016 fxpiratiGnDate- AprilN.2016 Y-xpiration Date, April 14, N16 Lot /M P-L- Approval Date-.1-farch 2,5, 2021 Approval D3t*. March 15, 2021 -APIPFOV21 Nte.. Mara 2;* 2:021 Approya I Date, March 2S, 2021 Page I E -1 E-2 E -3 PGT Industries. Inc. CGI Windows and Doors, Inc. PGT Indmtries. Ine. NOTICE OF AC CEPTkN4CE: E N 71D EINCESILT B'Xf IT TED NOTICE OF ACCMPTAINCE: EVIDENCE ST--jBNff TIED NOTICE OF ACC.PTA'3NC.T": EVIDENCE SUB 2. Evidence Submitted under previons submittal E. 1LAXERI-11, CERTIFICATION'S (continue) 3. New Evidence Submitted 5. Quanex Part Super, Spacer Standar complyiki, with ASIM C518 -Mermal Conductivity A. DKAIAT, iTGS 0-881 B-IU-W hr- -ft-�-F, ASTM F l249"%TTRPass, ASTM D3985'0xygen--Pass� ASTM E A� DRANVFP�GS 1. Drawing No.'NO-55570.0 Rev-B. titled "Vinyl Sliding Glass Door NOA W', sheets 2190 I.G- Durability-NoFog-Pass. (Skbwftied underpretions.*Y0.4 A7o. 1."409.05) L Drawing No- AID-5570.0 Rev B- titled -Vinyl SlidiagGlam Door NOA (LNW- shetts I I through 21 of 2- 1, prepared by naanufacturer- dated 10;05/15 and last re,,ised on 04122-120� siga� and w2led by A- Lynn Miller, P.E. 6. Quaam Part Dw,aseal complying with A.STM C51.8. Thernial. Conducthity 2.22 BTUI-ini through 21 of 21� prepared by nianufacturer. dated 10/051,15 and last re-,vised on 02/01.,?1- M F 1249 %1V`rRPass- ASTM D 1,434 Asgon Permeance-Pa ASDA E signed and sealed by A- Lynn Nfillef, RE� br--ft -`F, AST.2 K - Note This revision consists replacement of same existing mstallatimi screw with flat head.. B. TESTS 1-19-0 I.G. Dutrability-No Fog,- A�S-IM E 546 Dew Point Development -2(rF in 49 hTs- 1. Test reports on. 1) Air Infiltration- Test, per FBC, TAS 202-94 (Submitted iinder.VO-4 X& 15-009.05), B. TIESTS -AAMA 3,03-13- Voluntary Specificatton 2) Uniform. Static, Air Pressure Test, Loadingpff FBC,.TAS202-94 Vision Extrusions, Ltd- Parts complying with PVC 1. -None.. 3) Water Resistaace Test, per FBC, TAS 202-94 for Rigid Polymnyl Chloride (PVC) Exterior Profiles for Vmou Extnistons, Ltd.-VEX-1. ky 4) Large Missile Impact Test per FBC., TAS 201-94 A-AIUKA Femestration Exterior Profile Certification Program (Submh7ed underIVO-4 Xo 15- C. CALCIT-ATIONNS -5) Cyclic Wind Pnssure Loadingper FBC, TAS 203-94 0409, 01�') L. None - along with nuArd-up drawings and installationdiapm of all PGT industries, Inc. 8- Vision Fxtrusicus. Ltd- Parts complying -with R,'C,.-.kANL4- 303-13- representative units listed below and tested to qualify Dowsff 791 and Dowsil 993 silicones, f.9ribw&ed nader NOA Ao.15-04-69.05) prepared by Fenestration Testing Labofatory, Inc., Test Reports No.: 9- PVC-AAMA 303-13, Voluntary Specification for Rigid Pol3n�iwyl Chloride (PVC) Exterior D� QUALITY ASSU,&XNCE FTL-7897., PGT PAT-55 20 PVC Fixed Window (und 6 in proposal), dattd, 09�103114 Profile,-; for Vision . Extrusions, Ltd--VEX-1 by AAMA Fenestration Exteriof Prohile 1. Miarai-Dade Department of Regulatory and Economic Resources (RER)- U) YTL-20-2107.1, PGT SGD780 Aluminum� Sliding Glass Door (unit 7 in proposal) FTL-2,0- Certification Program 2107.2, PGT CA-740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No- 18-1217.14 issued to Energi Fenestration Solution- USA- Inc. for E. 3,LkTERLA.L CERTMC.ITIO-NS 2107.3, PGT Pla-76220A Aluminum. Fixed Window (unit 9 in proposal) and FTL-2OL2167.4- their --ran 3040 & light shade (non -white-) White Rigid PVC ExIetior Eitimsions for L Notice of Acceptance No- 19-0305.02 issued to Kuraray America. Ente. fof their > PGT PUT7620A Aluminum Fixed Window (unit 10 in proposal) dated 07113,eV2- all sigAed Windows and Doors", expiring on U20+21- "Trosffott Ultradear, Clear, and Color PVB Glass, Intertayers", eViling on 07103,224- 0 and sealed by Idalmis Ortega. P-E. 11- Notice of Acceptance No. 1,8-0122.02 issued to Enerp Fenestration Solution. U&k Inc-, for 1 Notice of Acceptance No. 17-080&02 issued toKuraray America, Inc. fWtheir their semi s � -White RWd PVC Exterior Extruskns for X-Vindows and Doors7- u4y�* on. "Senh-yGlavt (Clear and White) Glass lnterlayers�"- expiring on 07/04�23- > C. CALCULATIONS tb 012&23- 3- Notice ofAcceptance No, 18-1106.10 issued to V ision Extrusions Limited fbT their "Brown 1, Anchor verification calculatiou and structura. I analysis '. complying with FBC '7 1-7 Notice of Acceptance No, -2"203.03 issued to Energi Fenestration Solutim, USA- Inc., for Coated (Painted or Lamina led) White Rigid YVC Exterior Extrttsions f orVV, indows 0 < Edition (2020)- dated 04/22j"20, prepared by manufacturer signed and sealed by -+-j th& -Bronze & light shade cap coated White Rigid PVC Exterior Exmisiolus for and Doors-- ex piring on 0,9J30124. 0 Anthonyl.-YrnaNliller, P.E- Windows and Doors-'. eViring on 04,1&2L5- 4- Notice- ofAcceptance No- 19-1106.11 issued to Vision Extrusions Limfted for their series 1 Glazing conVhes with ASTM E 1300-04, 09. -12 and -16. "NT- 1000 Tan 2 02 and lighter sb ades (-N on-'Whke) Rigid Cellular PVC Exterior D. Q U, -A L IT Y A S S TLT R AINN C E 1. STATEMENTS Extrusions for Windows and Doors". expiring an I 1129L) 1. 0 Mian-d-Dade Department of Regulatory and Economic Resources (RER). 1. Stateammt letter of conformance to IFBC 76 Edition (2020), dated 04�22n-O. issued by manufacturer, signed and sealed by Anthony Lymn Miller, RE. CL F, STATE]Xff E. ALA.TERLA.L CERTIFIC.AXIONS 2. Statement letter of no financial in-terest and of independent.. Lssued'by marnifacturer, dated 1. Staterrient letter of conformance to TBC 71 Edition 002�)�, dated 01011'21, issued by 1. Notice of Acceptance No- 19-0-10,55.02 issued to Kurarav Ametica. Inc. for their 04/18,220. signed and sealed, by Anthony L-,m Millff, P.E� manufacfturr, signed and sealed by Anthony Lynn Millff, P.E. "Trom-folt Ultraclear,, Clear, and Color PVB Glass'lnterlayerc- expiring on 3. Prhmte Labeling Agreement docun-gmt betwem PGT dated 03,30JI5 and signed by all 2- Priimte Labeling Agreemant dated 03,10&121 between, PGT ludustries. Inc. and CGI 07i'08P-4- involved parties. Windows and Doors Inc-, signed by Dean M, Ruxt P�E-, V.P. Engkwering, on behalf of Notice of -Acceptance No. 17�080&02 issued to Kuraray An*rica, Inc. for their bothcompanies. < "SentiTG1as!1 (Cleu and NVWte) Glass Intoilavel-s". expiring on OT04/23- G. OTHERS 0- 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Lkuited for their I- This NOA. revises NOA# 1.7-0420..06TVTw!CGl]) and updates to FBC2020 (7&Editibn� G. OTHERS "Brown Coated (Painted or Laminated) White Rigid PVC'Exterior Extrusions exp iiing 04 02 1,;21 - L -Mis, NOA mises & renews NO.U. 20-04.29.05 (PLA wiCGD, expiring 04A*26, for AVindows awl Doors", expir� on 09/30J24.. 2. RER Tes! proposals #19-1155 dated OV1020 approved by Ishaq1. Cbanda- RE expiring 'Me cm=t associated PLA CGI file #21-02,055.01- expiring 04/14,26. 4. Notice of Acceptance No. 18-1106. 11 issued to Vision Extrusions Limited for their CU Uj series "VE IM Tan 202 and lighter shades (-N1 on -White) Rigid Cellular PVC 7-- L Am Exterior Exnmsions for Windows and Door�'-. expiring on 112'19,n.. I < Q) LhAq L Chux,&, PZ, Z Isha q 1, c1mudo, PX, Product Control Unit Superrizor Product Control Unk SuperTisor Z Product Control'Unit Supervisor NNOA N9. 21-0205.03 NTOA 'Nio. 21-0205.03 < N10A No� 21-020-5,91, Expiration Date., Apri][144026 Expiration Da!*: April 14, -ILoj'� E Xviraiian Date., April 14,20.26 �.Up roval Da te -, IMarck 2-4,1921 ApprovalDsve--, Marth, Vk, !021 IL ApprovalDate. AWck 25,2021 E f -6 E -4 SHEET NO. March 6, 2023 PA 10 MIAMI- MIIAMI-DADE COUNTY =am PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Nfiarni, Florida 33175-2474 T(786)315-2590 F(786)315-2599 -NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econorny 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 Seffner, Florida 33584 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of A. DRAWINGS 1. Drawing No. 1� 'D461 Z titled "Precast and Prestressed Lintel Details sheet I oy�� prepared by Craig Parrino, P.E., dated March 24, 2003 andDrawing Mo. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT461 Z titled "Cast -Crete 4", 6 & 12" SCOPE: "Cast -Crete 4", 6"& 12"LintelSafe LoadTables", sheets I through3 of3, preparedby LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 of3, last revision dated 06112114, all 0 -0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., daledMarch 24, 2003, last revision #1 datedApril 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and scaled by Craig Parrino, P, E, on 08119114. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P, E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on 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 (Al-U). 1. Test report onflexural 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 Unjilled Models, total of (13) concrete lintel specimens, per ASTME-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 hy Applied Research Laboratories, -Report No. 30404A, dated 04110103, signed and L None. L Calculationsfor Cost -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 perforin 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. Mone. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the Tight to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade- County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig D. QUALITY ASSURANCE 1. h�y Miami -Dade Count), 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 ofPermitting, Environment, and Regulatory Affairs. z Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P. E., signed and sealed by Craig Parrino, P. E. E. MATERIAL CERTIFICATIONS L None. Zone of the Florida Building Code. L None. DESCRIPTION: (Cast -Crete) 4", 6" & 1211 High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality S�,stem Manualfor Casi-Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter fi-om 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, 201Z signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Panino, P.E., dated March 24, 2003, last 2. Ca�t-Crete Quality System Manualfor Prestressed Products dated 2002, by Craig Parrino, P. E., certifying, compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and scaled by Craig Parrino, P.E., on January 22, 2019, all bearing the Edin . on. 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. MISSME IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELNG: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miam i-Dade prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. L T4612, titled 1. None. B. TESTS County logo. "Cast-Crele 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3� prepared by 1, None. RENE Craig Parrino, P.E., dated March 24, 2 003, last revision dated March 11, 200& B. TESTS WAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the L 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 Miami -Dade County Department ofRegulatory and Economic Resources (RER). 1. None, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1, By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at thejob site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed ky Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this -page 1, evidence submitted pages E - 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. /,;-tIifiuy'A. Makar, P.E., M.S. _(5�11clmy A. Makar, P.E., M.S. j::�Ah�liny A. Makar, P.E., M.S. NOA No. 20-0630.15 Pro(Tuct Control Section Supervisor NOA No. 20-0630.15 P. (ruct Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor OA No. 20- 630. 5 XMIAMIDADE Expiration Date: 09/11/2023 Expiration Date. 09/11/2023 Expiration Date: 09/1112023 Expiration Date: 09/11/2023 OgItc)w., Approval Date: 09/2012020 Approval Date: 08/20/2020 Approval Date: 08120/2020 Approval Date: 08/20/2020 Page I E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. Alone, B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Mimni-Dade County Department of Regulatoty andEconomic Resources (AER), L Ay Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & scaled by CraigParrino, RE Crete USA, Inc., dated 0810811 Z signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT461Z 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 2Z 2019. B. TESTS 1. None. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversionfor a name change. C*elmy A. Makar, P.E., M.S. 0/ Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date� 08/20/2020 E-4 E-5 March 6, 2023 CU a) _0 > 2—0 CL = 0 0 CU -0 0 Cn = CU - 0 -0 0 Co Cn 0, 0 -0 -0 L_ L_ W 0 = 0 0 U_ = ,- CU 0 M 0 > -0 E 0 0- Cn CU Co 40— 4— 0— _0 C/) < C: CM ca z z W MJ co > 0 > L 0_ 0 L) 0 Cl) L) < -0 0 LIJ < Z SHEET NO. 1 .51111111111111111 IPA I- — - — - - - I .-, il �,� I H, Id -I ; _,i, i � 1,11� , 1_1 I I -- I I I F—T__ I � --T-- I t --V I I - — __ 1 1 1 . I FFF-1 i i Z_ ,/ I I I E 0 imc\_ TILLIT TESTING S ENGINEERING COMPANY — WATTER -A. TTLLrr,. m., P.E __ - — A �11DC _21110.1-1 "'47FIL CA U-P411. 000.6119 PRODUCT EVALUATION REPO REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCTCATEGORY: Shutters PRODUCT SUB-CATE41ORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 0AbaLPrQUiiGtWnPradMGft=. 4800 S.W. 51 Street Davie, Flodda33314 1, F!URPQSE OF EVALUATI N: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verity that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED; 2.1. PRODU LUATIONIDOC MENT(P.E.D.)w 0 , Drawing No. 20-176. titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. Ti I lit, Jr., P. E.; dated 07128/2020. This drawing is an integral pa rt o,� tp Is Evaluation Report, , ,,%011 I 10st L oL t?, A t�4 "I,,,, 01, ,�� .. . 1: .. � 1) � , , A `� ..,/ , , �- 1-, 1. X I. I? t I - .. \r, EN _ -, - __ - - - ly,!:_ .: , - - . S- __ �_ I - - . No, 44167 -, zz -71- -1 , " , " , " , " , " "" , _,I * :, , :*= _ " - -� - : 2: I'll, , ... , 'O "' Z , I I ". zop I �-` I 12 I " , _.. 1 6355 N.W. 36th Street, Suite 305, Mimi, Florida 33166 - Phore� (305) 871-1530 - , 6' lliiw 0 I PR0DVCT_F,Y U�LT10NREP0]R'rNa_1"ff.2&U 2 22-TEST. _REPORTS; Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Jesting, Inc., Reports# 96-569 dated 08/0,911996, #96-570 dated 09118/1996, #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, RE., Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611998 and * 2126 dated 10/0$/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largeospada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E. 2A.-STRUCTURAL EN,GINEE N TIQNS: I—— On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design Wind load and panel length based on rational and comparative analysis, and in accordance with section 161 0 of the Florida Building Code. Calculations prepared by Tilteco, Inc,, dated 11103108 and 03112/15, signed and sealed by \(Vetter A. Tillit, Jr., RE. 3. MISSILE IMPACT RESISTANCE; La rge missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. _WND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indicated on sheets 8, 10, 14,15, 16, 19, 25 and 26 a 26 of Product Eva luation Document (P. E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicaled on sheets 8, 9, 1 0, I 1, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Docu ment (P.E. D,), drawing No. 20-176, LINSTA -LATIOW, Installation shall be perjormed strictly in accordance With details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8,14,16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. "'NW1114111111", ,,, ;�5, P, Tkil'�%, 'g'�� _ i., i... �, ,A,. - k/ -� " , - - -z:z��. -'\\ � , � - ,�,El`is,D.-%�I' IS, ,-, __1 4�� I7-, .. It < 7��i�@��=rz__�,__4167 '. I - -,-,- - t * 7 -I- __ - - ____ - ,� I - .:_,_ .4 ' 71 2,e1,%0141__j - - / / Z - ,_o-� STATE OF ,",pzf 1TWI -Y. 11,� At . �A,a �,�,Z�O'Rlt , ,�. '*,,Z�Slo, , ,'I,, � , �& , '01114111mi'll . . GENER& 8 3) IN CASE THAI PRECAST STONE, OR PRECAST COWRVE PANELS, S�UCCU 09 WOOD BOARDS BE FC,)ND ON THE I I 31KISTiNG WALL, ANCHORS SWL K LONG CNOUDH TO REACH THE MAIN STQUCPUFE IRTENWO SUCH PANELS. ' STORM PANEL SHOWN ON P45 PRODUCT EVALUATION DOCUMENT (P ED ) HAS BEEN VOOPI FOR C�OApLi&NKF it, ANCHORAG, SHAtt BE AS MENTIONED IN 0. 1) AND IN 8 2)_ CCUPDAKC WITH THE Z02U (70, EDITION) OF THE FLORIDA 8.11,GING CODE: f" 1;�-LWdhrlAM'LLM'N'--4'-'El'IM-��nUry..;�.,��DZ��N.i DESIGN MNO LOADS SHALL RE OETERMI,VED AS PER SECTION I 620 OF THE ABOVE MENTIONED CODE, - I/X-1 `tAPCON ANCHORS, AS MANUFACTURED BY I T W BUILDEX, ,NC FOR A WIND SPEED AS REQUIRED BY THE 4QRWICnON WMERC THESE SFILUTERS, WILL BE INSSIALLCT) AND - fl- ' F, PA14ELMATF FEMM"' 10 AND PARELMATE PLUS ANCHORS 'S MANUFACTURED BY FLCO CONSTPVC�-ON PRODUCTS FOR A WRECTNMAI FACTOR Kti.Oft. USING ASCE 7-16 AND �HQI NOT EXCEED THE WXIMUM (A,$U) - 1/4'0 LAC SCREWS PER N%S. DESIGN PRESSURE RApNGS INDICATED ON SHEETS 7 THRU 12, 14, 15� 16. III & 20� - 7116'. ,, 5/e WOOD EIUSHW,, AS USIRIBUIPED BY AU POINT SI 9OLT & SPECIALTY CO IN ORDER TO tTNNrY THC QM1 CONDITION, ULTIWIT DESIGN WIND LOADS DEIT-RMINTED PER ASCE 7-16 C 1) MIMI UM WEADCU FIENEIRLMop,I INTO *Oro UP 7APCON AKICHORS SHALL Or � 1/2- AND V FOR ELCO PAFELMKFC PW5 SHALL BE FIRST REDUCCO TO A.$,U� DESIGN WIND LOADS BY MULFPt ;NOA BY 0,6 IN ORDER 70 ANOMPAKELIANC ITAI O, COMPAPE THESE W1 MAX (A,SO) DESIGN PRESSURE RA`IfW.� INDICATED ON SHEETS 7 TWO 12. 14, iS, IG, 19 & 70, Ill COVER 70 VERIF, THAI ANCHORS ON 'HIS PC 0 AS CESIED WERE NOT OVER SFRE,�SED� A 43'X INCRCASf IN ALLOWABLE r �) MWIMLIV THREADED PENETRATION UP LAO SCREW, INTO THE NOCTO FRAME UNn SHALL BE - 112-� NO THREADED PENCTRAL11ON INTO STUCCO SHI BE CONSIDERED ASS PART I THE REW.Olt 1HREADED, PENCIRATIUK STRCSS FOR W40 LOADS WAS HOT U%O IN THEIR XNALYSS pASTENM SPAGNS TO WOOD RAS 15EFM DETERMINED To ACCOML504M WITH N.0,S, 201& C 3) MINIMUM CORE DISTANCE PF LAO SCREWS, INIO WOOD SHALL BE AS RILXXIED IN THIS DRAWING STORM PANEL'S ALEOUACY FOR IMPACT AND WIND RES17ANCE ,AS BEEN VERIFIED IN ACCORDANCE WITO SECTION t626 Of THE ABOVE MENTIONED CODE AS PER HURRIGIAl ENGINEERING & TI:STING INC REPORTS Se-S519. 96-570 & 96-T:50 AND C-4) MINIMUM PENETRATION OF WOOD RUSHING SFMLL BE 5/11� 1/4* 0-20 SCAEWS USED SHAU RE 1 1/2' LONG M;NIMQM FENESTRATION TM04 LAB INC, REPORTS #2032 IN it . AS PRTI00045 TAS-201, TAS-202 AND tAS-203 SHOULD 51VC10 EXIST AND I' MINIMUM FOR WALLS WITH No CTUICCU AS WELL AS AWI TEST LAB OF SOUTH FLOMDA REPORT 002HR.0109, AS PER 1AS ZOI. TAS 20� AMO I N ON rH LIT I LAS 202 STANDARDS. '_ 5) To CASE TINIJ PRIECAS1 STOKE. OR PREC.457 CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOU D E FST 2 AL ALUMINUM ENTRUS 45 "O BE M63-T6 ALLOY AND TEMPEN, (UNLESS 0 - SE U) WALL, ANCHORS SMALL BE LONG CNOUGH TO REACH '-WZ MAN STRHCUqC BEHIND SUCH PANELS - twRot NOTE SEE SHEr- 2 ANCHORAGE SHALL BE AS MENTIONED IN r, 1). C 2) a C 4) 1 ALL ALUMINUM SHEET METAL USC-D AT CLOSQRE� SHALL HAVE 3105-414 ALLOY. (U) ANCHORS SMALI ES NSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THI, ANCHOR'S MANUFA&rwREP A ALL STE11L SHEV METAL PAWLS SHALL HAVE ST.RUCTURAL OUAUTY S-iLEC, ASTM A-65-1 GRADE SO MiIiPMUQ_ C-60 CA-1VANIZED MEL DESIGNATION WI-Y- S8 5 ", (AFTER ROLLED) 8 PANELS MAY ALSO RE INSTALLED HORIZONTALLY FOLLOWIND INSTALLATION DETAILS SHOWN ON SECTION � TMROI,G� 10 SHEETS 4 1HROLOt 6) EXCEPT T"Al FILACERS (2 & Q SHALL Not BE USED 5 KI SCREWS TP BE STMWLM STEEL 304 04 316 AIS SERIES OR CORROSOK RESISTANT COATED CARBON STEEL AS PER 9 IT SHALL BE IN-, PESPONSIOUT, OF NE e0WIRACTUFF 10 VERI THE SOUNDNESS 0, THE STRUCTURE WHERE SHUT" IS To BE DIN 60018 W/ SO kPi YWI.D STRENGTH ARC 90 I,w TENSILE SIRENG-44 h SF� COMPLY W/ FLORIDA BUILDING COO[ S9CIIO. 2.11 3.3-4 ATTACHED TO INSURE, PROPER ANCHORAGE NIS SHUTTER SHALL ONII BE ATTACHED TO CONCRETE. BLOCP OR WOOD FRAMI. BUILDINGS, 5 POILTS TO W_ A -IN A-3q7 CALVAKIZED STEEL. 04 AISI 304 SERIES 57PNLESS "EM_ WITH M kai MMIMOM ITLO STRENGTH 10. EACA RECULAR S70RM PAHLI M141 LENOTHS CVER 8�-8 THROUGH ]�'i-, AS PER SECTIONS E� 8, 9 A, 70 AMC ALTERNATTVU KW� 17 qW & TOM ON SHEETS 15� 5 4" 12 AC5PECTNELY� SKAU H01. A LEGIBLE ANO READILY VISIBLE MARPMG INSTRUCTING OWNER OR ANCHORS TO WALL SH,ML BE AS FOLJU,� TEMAN'T TAD SOCURE PANELS WITH APPLICABLE RECINFORCCAM DURING PERIODS OF OURRiCAME . WARNIND (A) LO_�XfV_IN;_JQIT6SU__C7r_FrEJr It THE INVAI,i,fi, (ON COWTRit,CTOR IS 10 SEAL/ 'AUL� ALI, 94UITER COMPONENT EDGES WHICH RZMAN to CONTWUOUS, rU,ITACT NITH ' " - 114'# TACCON ANCHORS AS MANUTACTURLD CIT J,I,W BVILDEX. INC (M,, 1'1057 R,, Q 714E BLUING To PFFINEW YaND/RAIN INTRUSION, 1 - /41 4 � 7/a" C,ILK-IN ANCIJORS, AS MAHUYACTI BY DOTIALT INC (MIN. 1`3000 P-XI-) - ,/A to -,SET ANCHOR-,. AS DISTRIBUTED El� ALL Pool SC", BOLT A, SPECIALTY CO. 12 STORM PANEL INSTALLATION SIFAU COMPLY .RTI SPECS INDICATED III IF* DRAWING PLUS ANY 80LONG AND ZONNC RIGULAtION5 SOL, ,,,, ,,,J/,v .3000 P�' Q PROVIDED By THE JURISWC'nON WHERE PERM41 IS APPLIED TO - #14-10 FANELMATE FEMALE 0 & PANELMATE PLUS ANCHORS. AS MANUFACTURED BY OLCU CONSIPUCnLIN PRODUCTS LMOC I', 3350 S_ t) 1.1 (a) THIN PRODUCT EVALUATION DQCQMFNT �P E OJ PREPARED B, THIN ENGINEER �s cCNrRc AND, oors NOT PRoviOL iNroptMATION _' FOR A VIE S,IECFK PROJECT. � . WHERE THE SIFF CONLIMIONS 1CVMTr FROM rott P ED - 1/4�O Cr TZ-ORIP ANONORS, AS MANUFACTURED 6I TRU-PAST CORPOIJATON tf'3600 R,) A 1) MINFAIUM EAUTEOVEN1 OF TAPCON ANCHORS INTO POURED CONCRETE SKAL, ITE 1 _-/4�; 2� FOR PANEIVAIE FEMALE (P) CONTEACTI 10 K ROSPON51SLE FOR 'HE 5LUECTION. rURT`HASE AND V`IStALLA*�ON INCi_UDfNG LtFf SAFETY OF THIS PRODUCT BASED ON "S PTOt FRIPLACIED HF/Stif DOES NOY DEVATE FROM PFC, CONDITIONS DETAILED ON THr DOCUMENT ;O AMC PANIFNALTE PLUS AND I 1/4- FOR CF TAP-ORIP ANCKM CONSTROCRON S-APETY AT SITE IS THE CONTRACTOR"5 RESPONRIBRITY A.2� C-"-]N A, SQUO-SE-1 AFCHOR� SHALL BE EMBEDDED 7,18' INTO .THE POURIED CONCRETE W EMBEDMENT INTO (F) TMIS PRODUCT EVALIJAIION DOCUMENT WILL BE CONSDERM INVAUQ IF Loc-m STU= SHAL, RE PERMITTED, t/4� 4-20 SCREWS USED SKkl BE 1 1/2' LONC 1014MUN SHOULD -�TLICCO EXIST, ... � I' MW,MUM FOR WALLS VATH NO STUCCO. ANU MAY if HEADED SCREWS OR ALI TNTREADED SCREWS w/o HEALL III) SM ISPEI-IC P�IM4E0S SHN'. BE PREPARED IFY A FLORIDA REUTSTCREU ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT W"l, WIND RUM ENGINEER OF RECORD (EOR�) FOR THE RRO,tFC1 AMID WHJ WILL a, AESPONVau FOR THA PROPER USE OT 1HE PEP ENGINEER OF RECORD. ACTING AS A DELEGATED FNSKER TO T114F , _ A ,�) IN CkSF TIHA- PRECAST STONE PRECAST CONCRETE PANELS. PAVERS� STUCCO OR WOOD BOARDS BE IOUND UK TH$� P ED EITGXFEER� SHALL SUBMIT to THIS LAPIER THE SITE SPE1IFC DRAWINGS rOR RLVPCW� EXISTING WALL 04 FLOOR, ANCHORS SHALL BE, IONG ENOUGH TO BEACH THE MAIN STRUCTURE a041FO SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN A 1) AND N A 2) I.) THIS PZO SIA� BEAR THE DATE AND ORIGINAL SEAL AND SIGNAIURE OF THE PROI-ESSIONAL 1 ENGINEER OF RECONG THA'� PREPARED ,I (a) I"1SIA1)J�_MQL_W&L_A4N_f.T99 IAK13N ANCAOFM AS UMU 'CIURM ITY I I W BuILDEx, lw� 14 $MUTTER MARUF,`CflU9JDR'S LASEL SI BE LOCATED ON A READILY 'ADELE �,OCATFQN AT STORM "AS :/44�' : PANEL SHAMIR IN ACCORDANCE MTN SECTION 1709.9-1 Or FLORIDA BUILDING CGUE- ONE LAM - / 1 7/8� IOMUR-to AN�HORS, MANUFACIURED BY DEWALT IND (OR r-ISOO p-) SHALL It PLACED FOR EVERY CFICNING LABELING TO COMPLY WA H SECTON 1701� 9 2 OF TAP - 1/4�* X VAL' SCUO-SC7 ANCTIORV, AS DX5�TRICUTCD BY ALL POINT SCPfW� SOLT A SPeCAL7Y CO 110ROA SOLEMN, COOF (MIN 1-TSOU Prii,,) - 0"0 PANELMATE FEMALE 10 AND PANCI,MATt PLUS ANCHORS, AS kAANQtFACDJREC BY E= CONSTRUCTION 19�� - IS HAN V_aO71 p") 'LAI .... * ......... ntt iPRODU - /.- TAP -MO ANCHORS. AS MANUFAGWREn BY TRLT-FA5T �ORPOIRAHUN 4o %91 A 114,"N6, ,,I/�,. �,,�� . ..... � c A, __,� V_ FLDRIOA ESUILDIII CODE a 1) MINITAUN LUMEDUIEW OT MACON ANCHORS, 11(�O PANELMATIES AND DF TAP-041P PAl TWO Itif lt),..� * 'ii� (High Velocity al.rri.o,Ht Zone) --"F-- - . , - - - . SLUCx UNIT SNAU BE 1 1/4 '. �' * ' S .W7. ITM. N't 20 GAGE GALVANIZED SFML SIORM PANEL 1, No. 41167 . *. � VIVAP, i", 9.21 CALA-N & SOUD-517 ,ANCHORS SHALL BE EMBEDDED 7/8- INTO !HE CONGFIFTE BLOCK, UNIT I'D EMSIOD" . Z _____, "I"aloo 19TU 5TUCtO,%WJ, 89 PERMITTED 1/4- 0-20 SCREWS IJ13ED SHALL Be I TIZ- Lore, PININQ4 SIMI! gr;icco 4 < zjl��, — \ ULONAL PROTECTION PRODUCTS, LIC, EXIST, ANO I INAU�� NFNIMUM FOR WtT,1 No STUCCO, OF - __;�__ - � ___1 1.111TrEVO .. 't, .. TL " ___2tM_ .IRFET VLUFT IDDYNc III C-CEINNO Go I �F, I -1. DIT, . , — - IT. � 11 I- PION, (_F_ -I' - (".).9-i"', 20-176 .. � , - I.�.4= 1, -, __ oRAN'lic - EkAL,`5NiXP, � - CA�CXXIV'a �� - r"" I I I I I I I -. !N"%`Il � - . - I LIP " I M'1`1 ,wli I - - , - I . 12MIC ry3�ALU,A1WNyy?QU1_'40__2L.#JaX 3 6. MATERIAL CHARACTERISTI AND, SPECIFICATIONS; Shall be strictly In accordance with General Notes and Components indicated oil sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications she] I be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (RED.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No� 1, 8 thru 14, indicated on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of`26 of Product Evaluation Document i(P.E.D.), drawing No. 20-176 prepared by Tilleco, Inc. and signed and sealed by Walter A. Tillit, Jr, RE 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shal I only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A� Tillit, Jr., P.E. (Florida License No. 44167), President of Tillew, Inc. (Florida CA-0006719). ,%,%ilit'lloffil", ,OtO TIQ% 10N �1� .. ,,.:. _.. /), '!',. . ' "e ., " , ,,-K�.-' �,\C,EN ' �P,� - , 0,c ... - s it .., % 1�t ---- � �: � 1�_ __ .� � Z 1 _�:�44`1157 `% I - _ __�I,k .* * � I i_*_'. ---- ,- " ., " . I �� . � j I .1 % STATE OF .,'.451: 1 �Jl I - _ — el li� - ., � 0 .. IC40 , � 1 '2� R1 ...* "' '� ON ' ' .�', - , ""010111", � 4 1, IIIIIIIi,101 VVATLL D;� TILTECO ADMON RECORDS I P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE GALVANIZED STEEL STORM PANELILDRYM # M176% REPORTIr 20-OP8.01 . A_r_� X / 11LIECO-i TILLIT TESTING A ENGINEERING COMPANY 11 �VACTER A. DIULIT, M, 111. - PRODUCT EVALUATION REW—RI REPORT NO.: 20-OT27.02 DATE: July 27, 2020 PRODUCT CATEGORY; Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protectlan Produgo.-I-LIQ 4800 S.W. 51 Street Davie, Florida 33314 gI filto .coin Pr T 44 11 fLC.A LNAIINN� D1306119 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 6IS20-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Reporlas described herein, and has been verified for compliance in accordance with the 2Q20 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Gore. This Product Evaluation Report shall be subject to reviewand revision In case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 21. PRODUCT EV . ALUATION DOCWEHTLP_.E.D,); Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Ii signed and sealed by Walter A. Tillit, Jr., P.E,-, dated 07[2712020. This drawing is an integ , *11, V!11�410,% , , ,,Is Evaluation Report. ,N1 . ,��? - Q1 10e, .��'I;l I- ...... 1. �, ,,, ' , " \C,EN,� " -1 --'-kz, ,� - V6111� !- , Q, �" - - �� %� , �� ___It�l_ ,� - . ;=-!-_-_�--:--__--*4167 ", , A- -�a - : * ,� ,< T*'L� * . 6-155N.W. 36th Street, Suite M5,Mjarrri, Florida 33166 - Phofte: (305) 871 531 !�OMPONENTS FOR REGULA.R.& JLIFE- 5AFETY STORM EAN .- _EU (SCALE 1/2-I-) , - , I—- - I—- � - r 1 - -15.1"'(W�UVAM)----- -- - - -1 1. I -- - -- -- 1510- (TOTAL MOTH) I I - - --I-- �� I I __ _________,._._ . - - - -_ 1215007 (EPTEC7NE WIDTH) - I � -_ . __ I - -1 __: � iI- I- � . - I . 6 1/4 � - � _ __ , _ - I I.- � ,---- -- --fi-250' I- 1 - ----- - I I— _�. I- 1 3po, �, 1 3po - I '-,Sol 4 � , ,, -5w* 1 1 , "_�,500` i . I l � � I "N � I ., --I'm-, -� 0.036' MXM TFr_IX �-- i.350, - N ,� � I I , 1� .1 I ,� 1� ,_ , , "'n ............ ....... .... N F - - - TiDD- - -,,� �� I SALVAR90 SM_ , ��' �,;,, , � , , 1. el , � . e :*1 - _,Y,' �'. � - AM A-4$3 ,�'r I - - - - 7,A) \, ia5l* HEMMED -' ? u'/ / � 4 \ 2j&57. I GRADE 50 MIWMU T4CNNED � , � - ,� G* 1 Ii, =,� �;.;�,N,� CODE- 1� � G-60 0XV, - � I I � � � 7TIp \ , ,�, 0 AUM -03 1 - , I I EDGE 21000 � ", _.. 1% -, 21 , '24., ,�,4 , HDAVEO IYP, OCCALL -- - � , " � THEMMEO " "' / DIOI �T �_T I \ - I , ME I C-00 GAVII ("PW �o KWNN" " T -I:WAIL A �, I 1 40AF - -10" ,:jrETA1`LCA �"� � , 48�r \ _ _ _ _ __1_1 [ , � - - - - - - - � - - - - - - - - -_ � . � . -1 ___ �� \rt.-f/ , � _ I _ - "A W, I , -1 I - _--S,2W ------------ - 1.350* T IIQRH-E&NU 0 END STORM PANEL - - 2.IB7* - �__ 1. I � I 11 . I- ,� � � i - � ______ _____ 7 � - -2-10. � - 21187" - - � '125, 1/4 pmq is, ow up �,_`, �_ i --20, ,/4--m. ,� � ,2SO* I loo, 5,� 1 - - - 3bo, - so, SERIES 304 Saeo; ,12�: W1 IWMWD EOVC - , -' ,�' I t - .too* 5. - J50- I -1 A. 0. �� I -_12 is TITLE RoErm ss. STUD INMETED , , , - --�� I J. - 1 I -1 I - n V, ANDLE 0 1 -,,�` - I I . � .� - R.- � , A - ,�' - ., 4"X - � - too*' � i I - i I - � 1�1 r/l!1.91. 42 ,/P, OLD, , - � I M - F- 1 ---I - , - � - I - . I Gw Im. 500 . I 47 :t -Z'�I,f - - _�:--- *O ,,a 3",� 11 I - L� 1.5 00 -��- 5. , 1 I I �<,�,_, 11 2,1'2 < , L 1 ' 1-1 - - , .,a. 1, .1111, , - J:P� 'TAIL , '93 I UP, I , I 'a a , 7:a _,_ 1 ,,, i 4 // - 62$01 �Zz�--�--__ 2. i- R 01 H1754 11"It",t t,!A7.-r:AJ I 1 .2w� I 4 I t ��,_, -- -�,. , I I ff. a L "I I ftz I I I_ =====�! 125- 1 I I I I I 1�1 - - I I �,M_ . - I -A i�l , I I � i I IT, - - � - 5, M., - 11 1-11-1 -1 -, - -I.!"' - -t,5w- I - ,)" L - � , - (,V / �ftk , ,,,;< . , EIRIC VIEW DETAIL A I ___ 12,000� 311, - - l-2OW" - ROUNDED CORNER 0 D40S Of PANEIL'S M FLU A END Lip W/ HEMMED EDGE. kt-12"I !h!_J1EA= (� *U!_� (�) ANGLE (R ANGLE WITH STUD # ANQLE YM (NLT S) -) AIDTAX-rim i - -1 ----I VARIES � I SEE DET �374* 1:L4' - :: - ,�_l '/'. a 21. .�M.'_ FOR EDOE -. 750' -- .0w __ ,;r T PANEL '16 I- ,as- - 310, � , � 1.2190 � st�� ,Ose � - -11 _�_F _I 125' � S,��T20, 3CA; SERIES � , - - -, , . I - - =;� - I I 11 - i_:i STUD RNEED III � . __ I -- _ _VC'.6,%. , � 1 1.407"IACTI, ,,,75' / -3- 0 F__9, ' - I,,0. ITT ""2- a c, - ---I ') &_ .625-, I I I I ----I , I � - I-r - I , 300- / I V , ,V,I- -1 ,e I 1, .. - . -4 8, ,0*3*� 11,313- Z051- *�. I ol:* - , LIT'" PANEL INERW -Alir- 1 . I, I igly I TIZ* 1\ I IL - --R. 1 25" 1W I - 3 .50. LCr I I I I 1.0act- � � - ----- 1 - I �_,______� I - A�t TO-` I 'UW -1 - I --- ZDW,--- - -1 7,000' (�) KEY HOLE WAStfER ,625*0 __ .,Yp,) I - 46Z* (�) *E" TRACK Ak1GLE (9 WAX *E7 TRACK (7) FLAX PWEQ 1 Ir-----�, I 0.0,16, rmi,,�) - � Dge - . _� 'IMI0114INT", WIIH 3TUQ GALVANIZED STEEL - 11 .344 0 ) ;� N: , TQ 11, - : _ ,Mh- TV LORS I I . � - I - 4 � � , - - , 1< . . . ;N1. I � oc 11 � - - I � � 8"t / ,AP -EN- .A ` I ,� 3,\ & - I I 1 "I I "I e's'"S'A � _1�� ,F� ..., ,� 71" ` �' qi. . 1 �� I .. A I 11" I t i_ I 11 3 1_; - _J - - 44167 1 - No� I Z*- I E � -. � ,,��" - ; 1. * FLORIDA BUILDING CODE �Hrgfi Velocity Hurficono Zone) , : I I 0--l- - 1. I = . _* . - 1- I I , �� . , , BOTTOM . r NICKEL a STATE OF � Ayr. T'LTD001 W I � I .06 , I , = 11-C OF PANEL -$, . zzm " 450 - :- 71O "No NO S ., 20 WE GALVANIZED STEM STORM PANEL I i , - , 1- 4,5* , OROX, b", i 'I !� 'R 0 " qo��.'.Ai I.. - � - - , . ��t-�` - I I - � W (�� , . KEX HOLE , , , " - - - \ GLOBAL LLC. , ___ 21OW'_ - - MM44 AT PANE '. A,�",','4", - - 1:� / 11LIECOme, \ PROTECTION PRODUCTS, ,b -_7_--��_ ____ - ., � ".10, _ I Neo S--� 51 SIROPT 08 2:V'XI .o,.� , "�� - — A, ___ =*PAW .4-PI'L =H', 4A* ALTERIANT,41Y USE �- MIT W/otn , ��_ --- - W.N.N""P`,_. PHONE De - 4� PAN: USAKIWIF� 20�11 MONOLITHIC %k-'IQN W/ Am'"O'N't'L '/ / - 041--tem-, ALUMINUM ANQ . ----.-T- - - __ �, 7/81.3/3r IWISFER (SUIRI PIL SCN.,`BGNAR.ft,'IMTE 'A-DeNt"', " 1 7 i __ motor 2 or A I . SIDE, OR ,-CXR PLATED `F`EUI Mai --.,.,. =, 41 -- - --F - 1 ; 1 -�! . IDUC Jr ACYALLATION REEORT NO, V60727M 2 2. . TEAT REPOR-M- Large missile impart load tests were performed under SSTO 12-99 standard as per section 1609.1.2 of The Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.041-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largatespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, REI as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, RE as per ASTM F-8. 23__aTIRUC��ftl WGCAL�l �%, On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared byTilteico, Inc., dated 12115/10 and 08127/13 (for this revision), signed and sealed by Waiter A Tillit, Jr., RE 3. MIS,511LE IMPACT RES1113TA _N _- _CE Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11,13thru 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. EIADDLCT EVALLIZILT 1N_REEQRJNQ_LQ-AUUJ 1 6. INSTALLATION: 01). Installation shall be performed strictly in accordance with clI indicated O V� I / sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.j1_4 drawing No. 20-175. Minimum separation to glass shall be as indicated orl f" sheets 3, 6, 13, 14, 15, 16 and I 8 of I 8, of Product Evaluation Document e (P.E.D.), drawing No. 20-176. .) _J 6 ,,> r- tMATERIAIL CHARACTERISTKS A114D SPECIFICATIONS: _j Shall be strictly in -accordance with General Notes and Components Indicated on , 1�1 4W sheet 1 and 2 of 1 8, of Product Evaluation Document (P,E.D,), drawing No. 11, 20-175. . � Anchor specifications shall be as indicated on sheet I of 1 8, of Product . Evaluation Document (P.E.D.), drawing No. 20-175� _7_L11MJTA_TIO NIS OF USE� N$_AN1D.GONDIT[O_ , -110' 7.1. Shall be strictly in compliance with General Notes No. 1. 8 thru 14, Indicated � on sheet 1 of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and seated by Walter A. T111111, 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. 1 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr.I RE. (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). V`D�T�Lr D'ITtLTECOADMON RECORDS � P L. REPORT.20 I GOLVANIZED STEEL STORM PANEL \DRWG#20-175� R 1 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 1 * 1W/10, 2W/10. 31I 4W/10, ,-No. 6/5 5W/10, 6W/11 & 7W/11 - 5* KAX ANCHORI FOR CCTNCRr7TE SEE SCHEDULE ON SHEETS a ik 0 'r MAX "� I' MiN �� _ __ _ - ___ FOR WOOD SEE SIECTFUNTS ON SHEM 10 & 11 - _ . _ 1 I" MINt - � I I I Ir--- 0 --a 'I, 0 OF f-l"', __ --.,---- . - , — t D. M., 20, (�), + & --I ��_:;_=_�_ =-= - _� --- i-- , , T --7,-TJ - --- -1 - � , W _ __`__7__" _r .---1-------�- -� ........ � -� ,�,---T-7 . I , , � , , I � � -T_t71___1t___ -----+—, � . 117_7 �_._� I I � �il �11 , , I --,--, I I , �' i ! � I I . I 1 � � I �, ! 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I 1 i � __� I 1 !, 1*� I D.M I 4-- I ___ � I f I � i I i I ..(&,@4)4_4 - _'i _ I 0 !A�4 ..! , - " I - - I U - � - i -_ - - - - -I- - __ I --, 16ir IIii - i , 1 ;-1 -1 wil I � � I I � �k 1- E 0 1 . _ , ,! i "�_ I ii� " I i (�)+ (�) . (�)_@ I (�)-, � t 3, Lux __ . - - 1/4, 2/4, 3/4, 4/4,I 5/5, 7/5, - - - � I MIN I' MIN - Will), 2W/10, 3W/10, 4W/10, 6/'"5 SW/10, 6W/11 & 7W/1 I � ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 6 & 9 ___ ___ ____ - - . FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 , . � � - 'I,'& -1-4) ELEVATION NTS T/*" M GAP 267, -7 It DAN. INTERLAP - - - 1 - wroul VALID) i .. I " I � A- __ __ - I - - __ __ 11 , ", --- - -7 � " � � � I I- � - - A L::�� Z7 - -_ - 11 '01011 To *4,41 i /4- � �""� f �V?,PN" �It MAX. GAP I ,", �,v 7)�11S, ..... 1 "I I_ '. .. ...... 59 ,,� ,---(:D ,f:j�.." '* EN .. � !k FLORIDA BUILDING CODE (Il VSiOdty Hur 'COFTO 20n,L) CNI . - �� : ... .. S cQXPV `Ulcol Air 20 GAGE GALVANIZED STEEL STORM PANEL FF = : No 44167 *1 I MON W,. 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I I �, I I I I � I i I I � I , I _ 30 �. EXISTING POURED I S � ED .1 I., I I I I - . I � ; -0--i U) � - � 50% , ; jc'-g I A CONCRE_ � - - - � , . �� '� I I , I - 1 _,", I r - , ; i � I 11 11 FIXII _(�) a "� I ROOM ".. lor I ' ' i , -,� - � � I T T � � , � OF 'L' - � - - . - I � I , , I � t - _1 %�q A-, -" - - -, : 1 - � I 1, �, I MAX _ TXI,A CONCRETE REQUIRED:, "', 6 I , � ; -_ 4. I I -_ E�D, " 6. ; I ; I � , . I _� I a i ; A-01, : 1i ,11�1 I , , � EXMING I I 11 r �, � I - i_I, __ I I CONCRME - I I -MI) I I . , 1. -] - __ . I— ,-.14, � 11� I , � I- -+--a _�_-_ -1 .1, - ! 11 -0) % .. , - � ! - u : � - I I -1) --1 I - --- � - .,r,, _,,_,..,,__ I I ., A kocm : . � --; " iP I - FPN1 � - I I � I I , I I I I I � k6 i- oc, ,;-i;i.4'a- I I I e , ,+-,-" '1k, , L , � I I 4 , - - I I I-,-- _ " - I I �I 1 In -� M_� I 11 j,_-T 6 : ,!I - 4 , , , , ,�,44"�_,',,��:, � 4 � ; : I 1 4 � I � " I I M - - , I � I � ; ; I � I � I . 'T � , I d T5 _�__ W_r I i i ti ; t .,,."IV 1 4�� 1 . 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I � L � I , I � 1 , , i � , , � . I . V i ; - I I MAVI _! - �, I I Of a i � -1,X. i . I III ; 9 @ � i � I 1 1 ,� I - f�,: - I � _�l ,�, W : I L_ " ; I �, 11 1 6 7 W-1, . I I I 41 1, � "%? - I I 9 . ,., �', � -. I - I . - . 50% : i ; ; i -, , ; L [ 00 A poIr X I = lic"CAA, � .1 ,I. =. 0 �t, " ,4 "t * , 5 I �1� � ! : � 1 � � , , : ; I- : . L V 11 , oXLF - V1.1 . -- � � t . Ic I I , - _. (j) - � ; I �_, co &'LU, I __J .1 0J,,`I,Xo,L _., 1� I 11. I :,/. . I , ./ , I / - o- f I I I ; 1 It, 1 1 i I - ScHUTO, � .. XRPoA_ i It! "- PoiX 1. IH ��,� =,., 1, : I 'o L � � :1 - � I --- 5 1 1 ,,I i I TO - -, i . , _, i � i � : L . L � __F - - _(7 - __7 '� ::: �,�, ,4 ��__,L',, ! 11 : C1 I I i ,,,N 91W F - �) ; - (D (1-9 W:a� (� -, � -, _ i IL -V 9 wvl. i j ti ! L 0- I I I MLIAMAYXNN d a I 6 ;,; !;Q Q !-- I - ; I I -- .- . i 9T I - --� . + I I I. � ItI � i . �d !,.-. -A'�T* ! ,�� - : 11 ! : � ,� J � " � " I �,�, -, , :_,�,__�:_,: 1 7-6 . CUMM, l000�. ! . 1� _ I 7777�f7i I .. XuP I * . I d i I I ; it I ! i f ::: r. IbV` -I--- I I . - , I � � �.�� i I * I ;. ,- 111S� L _�� .. I _1 I I i : I I— , Y'i', -i I - ,_ M I - - I _ I - I 3� :� : I U) � I,-. _ L i I D � , . � I i * . I ,� I .11 I . � � 4 L' - ! I— - - - --- - - � - - - . ==�� .- �', �9,c,,,, I 1 �_, � � I I t_ — � L I _` : � I Wo*_. Ni ; ,2, .* I 'VIRY ". N 11 r �ej�,_. ��: 1, R as- Tim _ , - I- 1i ;., 1, i < EXISTING POURED �3 P01,P - ED , L - "*= X � �_ �. I , , ., � : t 9 I VWW 1T,o I - _// I I I - V I� L I I - I ._1 11 i �' -'r- � I- I 11 N . . . I I " � . _ . - . " ,/2- A,, --- CONCRETE Ruck 1,1z"'I" � J! I i CON.r , - . I 4 11 , -10-6 -- - CONCRETE OR '� , t - � I ! - I I : � , = O'DINSFUDO . - --- - - , : ", �' , ! 11 , ; I ; I ED Z -I . 4 06.. I 5T7 I f �!L ;_ a -'re, 6 1 , T � . ,L�7"r ! I __LA__, ; -+-O A ! /2?�" 3 EXISTING POURED ED I EXISTING , , - . , � - � I - L111,11, i. n W.PD, *12 I' a.. - REOUIRED .., 0 ,/2� .0 11 4 _"I�L - - k CONCRETE - CONCRETE BUT , " I i : . I I I �, i -, t ,'�, 1/1 - / -_ I A- ! : � I - - " - 0 i " CONCRETE OR - __ XA , - , i I .1, I - I� 1, 50% � �, I Ir OLOD' - REQUIRED .1 � , - .-.,-= �� 50% mr� " 01, 'L, w5j, 3' W., am-4.6 ova " ol __4 1 �� _'_ _ PEOUIRED I -,.,' � DUSTING POURED -� L . I . I I = i or V _X , . p � : ; . '. ,,, L' � I - . . 4r, 1 ; MAX 4 , , - I _ _ , _ __ . I 7-_f_.__*'J_ L : I . F *L ,, CASE C , . ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 , i 4 �--�t I ", "_, I ,_ t-- - : I I ; , : I- " ' ' COwcRCUE OR L I 4DA - 4 I � � � . i , � , - � ENISTING - .,L 7� CORCREM stor. 11 � - r __(� MA;4 A - I - I _ �� AM ---. - , I " i�,� - ___ , .R ! I SCALE 13/ I � I 1 I . . __ � . " REOU"Ito �. I I � I � L . FOR WOOD SEE SECTIONS ON SHEET 12 /A - . . . I i : � 1 ,� � .1 , . I I - I __ , _,�� CONCRETE: � -I �_ - - -g * ' L ,�� *_. - PULM. . I % , , , . . C -0 . - - .,, MZLJ___ - - -1 iTS0, , �, I — I - I:,- I I CD I I ="7__�,� A , , I - ��,7 7,_ , = , �; i, I - - III _ - _ — I'll I =1,110WEP LD — ��) , - G (3, _ � L r4l CA . �_ MA 'it�� i i CONCRIM BLOG# r 1�1�1 - -_ I EM� ,,L - = �, 'I,, � I ir - - I - (SEE SC.M." ON - , - - 7,�_ jg!g�z,-%V && ;i , � X, - , u) Li. ; L F�,14 _-_'� L I , REGULAR STORM PANE "��& a ELEVATIO14 , S - 19-1.1, I 1% P, 11 I L �� : I ., (�ff= ON 4 __�Z/4' MW * I" I.% I I 7 12, 1 , I . %,'�, - SHEETS B THRouFFT V) , IT, , SHEETS a THROUGH, 11) ,�, -7 SHEETS 0 TMMWR 0) I ��,- / 4"-N OR INOWU REOVACD 4 , . I I , =_= r - i- = . i I., I .11 - I I I, : � 050, SCALE 3/3 0 CONCRETE I _� - ' MI. -I .- - ODNCRM wai'Oft I F- Cc ll I � M( I � , - THEM a THROW. %F Q X, -1 , , . ,�, �t =16= t r:ia AotPA ... ) i I_ ,�� , A= - -- , , 4---T � _ CO.OeTE ANCH 4) . 1111�E1114 4' 1 C 1. , CE M� � , f r., ,� , � -, ".. - - , J , ��, ;�,,� -_ , L-Li- - , I -1 ; ; 1/4* M&AX. GAP _ I Go �, H'� JN_-'��'� " � `L'� ' "'_" ", . , ,�,�,,,,�,, .. _ : " - PURI OR Cf'tAfl-GWP I �� 1 � 2' L, " ," J I I I I - I __ - t - " 0 ; (�) . ��,� �/ Ills : IF L�', zi , � I ALTERNAIE MMff MOUND =rNXI ON zFi�EF .,-- -', - . �, � --- - I, f .,." SOO* � � I f 2.67' WAU - I I, 1/4- i L - I , , __J I I (Awn OVERLAP -1 WHOLE WKLEYI � . ,,, _ i,_ "I F14'260/4' S,S, SCIL7 : K Iffm � � 0- lifRUMTENG - - WAWMff � �, 1, . � 77" � W/ ?/C.3/wl WIND KUH � �/ - ______ ____ ,Z,�� ,______-.__-___ .. ..... � ...... ffsaaNA ,1 I I U I I D A IGNTh 9f 122, T _... . - " 1 - IM 11 _t&a . � 0 , 2 1 - I \_/7\/ ��_ ' , - - , SCAUr 318.1" VAXAP k-,qw,- _1 - TI) 'L - I I I/V OC CONCRETE ANC.ORS _ _ /�� \ 3/8.1- SO4LC 3/6�,. SCALE .1/8-,* Sc'NuC �/8_1" SCALE A/8-T, G1`oM" "Tto . X `� '\__/' , ,,J�-s * _�� - . '- � - - __1 RA, � coNcom Aocottte, ; (SEE SCHEDULC ON 1/4' MAX, DAP � 3 -- ___? -- - - - � I - I SML , _ S"CrT 2) - I I , 'L a , OF CUSP. * NEW T- WIDE � ARTES � t/6' ED. -tSE ANCIE I M =R (m ED ON 54M 9) ULU � 0 � i NNA;C EDGE I= SCKE ON F SCr F-0, -( EDGE 0151ANCE I - E6 I (D-6 QA�WPON) I OLZL Cn I IRS 12M � , 2 SEE SCHEDULE ON -1-1 4- I TRCX AkUM,- YUIFE OR I' � I .1 SHEETS ULE ON I I I I � StiZE7 1) 3� - SEC1108 A=AALV,RA) � CASTING STUCCO/ PJ WOOD PLATE SPACER 8 & g) I I - __W RZF�CTE OR I I REWRED "I REQUIRED 1 IL 01 ! �, �1_ __Wcoo BAND ! - C, I I I . ''' _\ 0UUTD( REWIRED, SCALE 3/.32--i - - I � � I __P OPURED CONCRETE OR ,� FITAAAAMAN 9 SHEETS a A, 9) I , * NEW i' WIDE X VARIES , i/8* �� 6.,Rm 1F_" " I I I � ALUM, TUBE OR I* . VARJES ,� ! ", " M � ! ''� / ,___� 11-1- - -_ � 11 I I � 1, PTL TRUCID PLATE SPACER %� I - NTING INSTALLATION I M tQu--Eu&-CQiHBN61[ON--QE-V-,-(M: I A .. I .. �, TOP & 807TOM MOUNTINGS CAN BE I INU&UAIION �� I VAR, ,F,uP 1 6 , � BEHIND I - : COMBINED IN ANY WAY TO SLAT ANY ! t I I" 11TC LIT: , TOP & BI MOUNTINGS CAN BE - cowkm ANCHM I C%A4PON) 5ECTION 9 SECIION I 0 ! - * ! 0 g ""411111114141"', COMBINED IN ANY WAY TO !WT ANY I'; .11 x � ISEE SCHEDULE 7, t:, i INSTALLATION L SCALE 3/8-1- smz 3/8-, SC�,1,,VRT4j; ..... ON I I ., INSTALLATION - I SHEETS a It I - I 'RACK C.,it I - I ,41�'-%�_fk A. �/,�Alk 2�__ 11 """ A LIJ Q=W- I - - /A , I _Mt 41, 1 1 ,I#� �:�N41 ,& r , !, I� 1�-�,N _.�, ... ` , - , -C-1 I C, C_ - XII�� ." = �L� I - , ... E - .-:r, ,V_ 'i" ..!/Q;,;N� 4 t ��, i . I ` 11 , Q&2 , .. __' , .11 1 41, � � �- - I - I L- ��l " ) I �_ 7 � . _ � , _ � ", . I _ , , '111 I , I I SIPAILIRR, � I , A 11 1", � I L�1_ I r�� ?* t �� AA , 1 4 �, I -_ i I '�'_`�=;, - JY____ " I 1__� -, I I 41� -, -_ -,`, ,7 -,-, _� . NI, ` - EN.e `� EX'St,,D�"? 111 , 1. �� .. �� W ,.-�? S_ I il ING P ED _;� - 14� _11 CEN ,t�, FLORIDA BUILDING CODE (1,119h Velocity HU Gone Zone) . i;t BUILDING CODE (1141gh one) 2 -- - MAIL. X,Moet Lo,.., El� , � - : 9 *.-' . - I i Lo,ok . 400.0I - Z : . - I XIM T`LrM Me F, � : 02M `tLFECT). � - I.P , . . CONCRETE _W, � , ; , . = CONCRETE SILCOX I - MATTO, �M� Tc K .1 .. ff�-.-` : I - ,, FLORIDA BUILDING CODE (High VelocRy NU cone zone), - -"= mo,"PI __ CONCRIM *R7 , ti� _40 FLORIDA Velocity Hurricane Z < REQUIRED- - - -- -E I I I i M" "I'm oc. ,,, =,-,r,.-,, , "( Mit, . � * , 20 GAGE GALVANIZED STEEL STORM PANEL .11, R CQM8IN61IQh_QE__a� _a " - L- - - 20 GAGE GALVANIZED STEEL STORM PANEL M. ACQUIRED. ,,, Twor. - No 44167 = DURAL IN. = : . - 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN QN. . '. CONCRETE ANCHORS .-- S _O,� * , .* * Z ows. or. SECTION X-X 2 *. I - - F D. - : * " Z " - ., x� 2 ;;;N-- (IT DISTAN.E., * ;-,7'\ Tsa su,DMILE ON .1 <__ = --- - * 6 - SC.EDUTLE - -,k�,x -----I;-,-- I 1) IATF GF_ 1* EC � w/ou"'ext SCALE 3/9-1- � ,.O.. F�]ii"TI1114 GLOBAL PROTEC TOP & BOTTOM MOUNTINGS CAN BE i *. - I GLOBAL PROTECTION PRODUCTS, w/m/M 0 - GLOBAL PROTECTION PRODUCTS, LLC. S OIL , Z 'i DAM. I 0- .1,, �___ U.C. DAIL 7� -,-. 0 I�7:?v 4-X- - - 7_7777_7�____, TION PRODUCTS, U.C. 'iw -_ - I 11LIECO,iiii., - �,At ---' / 11L1EC0,NH..A JILIECO.li \ SHEET COMBINED IN ANY WAY TO SUIT AW , CEILING AlD FLOOR MQUHIINrz . - _5R2�1 i I 000 SW 51 STREET - DEIAIL FOR SPACERS REQUIR Q_ALJ9f_jW o;,�'.. - � S.W.Al STREET g) . S , _? 410 SA 5, 30TOP, Z n"w Twim a IN. R=.r.A Y AAA I O_ lml� ...., XNA.. - DII., . t.-, V _� OU alw� n_ IIS31� 0I .Z.= '01. PHONE UnI4160I F�- 06.1"T - -1 Mhti. .� -,- - 1. PINNRI` (00"o-n.6. FAA DXo),NMFH11Q1 , xy_vl� - I - NOT.-Itt. - I , I - VIXK ... . `111111111'1�1 I - A__�__,Ev' oc;_.,�t Net = 1. ,UTI -176 . .;,�kw A . - 4 _ 20-176 , 1��, nuuT YuFri'm ALI vivinPritow COMPANY TAME, F_ IUMA INSTA IUPICN� .. tkme� FM c.0-m 20 . Filoll,',%n , 20-176 L__J .. .. Sk , 2 .7 1, ,f+ �� - L e -.1 — I - . - "` .1 k - ORA." .� .�%*:*1IN �, < D,_,,DI I I-i-iiii — - — 1-4-1 — I. Ck-mce'lli ow SCALE jr,`INYI I Jim `rF DE."i�TAW/Riat WALTER A. TLLT . ,, t -2!--- AL T.�'4pK^o,An,RE/GXFL CA-M671 f - 1114 , - -l"';, "I' A, 4. -M.- I n � �.,., ,;- _J F1 'MUCA A. Tow 11, PC - � , Vant, OF n I0Ui0W,�"Nn"M"",`M" I __... _ FIDO& .4.J , M107 = ", 11 - -- - D029t W& i gHF, . I I - A ; 11 I 1. 4" -- ---------- ��_ ._,&I, tt'w I I I I I CL SHEET NO. SH 1.0l L - t1l 1:1 I I If-----F— 11— I __ __ i _ — — ______ -F--F--- 11 I I -,.I hifl TF-7-mu, 11,01hi,41I4111, illh _1iJi,,,Ei.i_,__i._:_ — - . � li ____-7- it —,I- - - I F_____T______F_T I I I 11 I ----I ------ T-7 I I I �, ]�, . m .Xrlow 1, � A . ON !"PED 4 COMCAr"T ARCN,pe t1vE`zMvw ON, -) " �" � ------ L � - � I 11 , � . E __ - Ila \ I " I _m � � � = � I . , I/4' I - - I . 1 , , I \ - , " � I I I I A� " , 11 � 11 / 2- _" �!'' �, " I " " �'' ,I -- I I ; I t- I EDGE , I I IF AT I .. ,..-,.I __ ( D . � I I IOR . ,, 1 ki, I.Ct __ I i I i 1 1 1 (9 - : III-- ___ i1j.- -_ -r--,--j I M "":41". j . !! I ..90, � *ii' - ; - i Ill,_ I 1� I ; ' iv, 114i, Ir' i I I . 11A.. w. � If � �_� � I c". I ; ! I I I � - 'j, "- 7==*==4=44- i - _'L �' I e, -_ - : I) I ---`� -, - k 12,11" - , `77777,,-,�,,-V��,'�,, -pTp7--f T "--,, .� " " v, , � , , ��; N I I j �`� , �'_IJT*�l ". Ali - � "" - - '..1 -,-- 1 'I ��" , � I 'I, I I ' I , I I I ", I � c::-- , I . ' I I ------ mp --- � . � � ---X,,, II��-`i v - .. .sI ,�__"'--_ WALL AND F=8 MOUNIING 1NSTALLA11Q#_fQR - I 16.1 _ - SPLIT PANELS , p),/." TP. 0OLn ill R �..Lt. <'. - ,-.N,/,w r __ 1, .- I ;rkl*.;I(ea_d` - 7;T-7 B, � .. � --,P,. Fo4 A W.) . - �� I-. _�� "I c " I ,- "-" -04 f "I 1. , 1 ---T-I I ' ' , I �w �.. il- � '�' 11 � N"ALK" - " I �� .VT - . - I -9102-r. "A" ____ .. -2) vir, 1� � '. I. . =____ 11 , - 2 1/' - It; � - :'� - I- . .��- �' " ' ' C � 1, � "L�&y - . - __= - ' . - 1/2' .w4w. ON - MIC ED 4. 0_-__`ii_ -i ""'i _'I = =-� _ ......___'_ _� � S`w . A.) I - MIN �, . Imi I : � .11 . - - _w__ ___" �- - 4-F., , __ [' . , ,: I---"-r - ___ T-FF - - 77-_C_-jj-_j " ' '71 I 1 " I �H , , I� I I I , j I H I i I Ill i__F! 1 1-1 1 I , I i - L_ _1 I I � _U - -_ �_l .1 - - ": � -.1 � T . JT 11 ',-T-" T _Ij 'I I 1 1 if -i ' I _! '! -1 - _1'.. -I, - * ' *2. + I 1 1 1 i I I 1 1 1 1 i I I I I I I I I I I I - i I I 1 1 . i 1 i 1 1 I ! I 1 1 1 1 1 ! I I 1 1 1 I I I I I 1 � I i I i I I � I 1,It � L' 1 1,11 I I I --- I ,;:- , , , I , - I � I i I I 11-41, " , u" WIQ I' 1-�- !_Ll��.I w �.I �, Nk M 4. ,, SCA. 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I I i . = 2 I I 1 1 1 1 I I , i i - H JJL 1- I - L_ I - � I 0 4 �_'i , , ,/.*. - �n t - IL - I - 11 - I --- - --- 17- 9 RAINER. .9 - . ----' - I - - �:101_ � At � . ------- -1-41T ' I . 1, I , , - 1 -1 1H 11 i 11 i , 1. Iti : �: � - - � I � �1111 I �,-- ra-w,iw s- I I � : " A- N"' _)_�_4f��'T_ - MR " - ". . . � :��. . - I �� lecli �) 0ir - - - _' I ��' c4v. - A saiTw - ___ 2, - -1 �' 111, iku� � " : � I -1 _f i , I "Mum ' 2EaQ"_x__1 . "P IEL ELEw1QN SCALE 1/4--r puk" Dc" 1/4--i � v1-=1O - T" MULLION SCIREDULE 6i". MULUDIN ACQUIRED MI. � SPA, (Ft.) I TUBE MULLION �. I - , .'-er I 1 2- � 3- � 1/8- I � > Ir-6' 70 s'-w 2' � 4' . �/Il' i 1 11 5,-a, 10 Ji 2' � ti . I /Z___1 2- . 4- � I,'*- 1 , 6--ur TO 8--c-1 2- . li vs- � . SPANS VAg FOR A-S D� DESIGN PROMIRE RATING - LIP TO,' � 19-i" ' =10 I NARWILIP. 0_1 - SC41 3/8-1- MOIL MULUON CAN AM BE INSTALLED I STOR PANELS ON TOP OR surrom so THAT III Is WTd I lop "OR BOT70M Or OPEN?MG. (ONE PA14M OPENING W/ TUBE TOP & BOTTOM) INSTALLi DEJAILS FOR -REGULAR- - PANELS (-I) & ,AU I I INTO EXISTING WOOD STRU!QIURE5 I - -, 1 L'`A"`IiARP.1_w -1 � - � - =& I - - "; __ ' . . 1, 11 ___ - '0. 1, " I __ , I . I I .' _ ;�� ! � t � -7- I I __� .. A r ' "" " ---4-- 49 - V.. _11- t-7:--� � I ./ - I - - - -, . � I - / - I ;- - T.j'r,L;r , I - , - - - I � V. w PWOM. � �, I �`NNWNORXO� I I I I 1T';i.=r_-11 ___T1__/ _/ -.00I ' '-w 6� .- _��'�_ _� v*%,Q OKI �� N- I � ' - �1 . vg i �4 , I. I 2 , I - W'/ / � 0 � I Raw t4r, , s hc_ _ -, ___ Y:�� . , , I 19 ali 11 , � - ,,, i sj- 0_-, , 1-T %If I - - ' , � _ �- I— i I di _WK "74 ./ "I `�f 'Di 'K-m I T � V, I ' I I F"' I* t 'r, 1�j � I I A .. 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I- , j - --_-j:- Ij I CEILING & 11.0011 KQMNQ WALL & EMR MQUEMIN INSTALLATION ALTERNATIVE INSI&LOON - ALTERNATIVE 4W INWALLATIONS - ALTERNATIVE (SECTION AT TOP IS LIMITED TO +55,5-67.0 MAX. SCALF_� 1/4'- I' - A-S-D. DESIGN PRESSURE RATII SCALE, )/4'. I* SCALO 1/4' - I- - Z"41. ,'I .c., ____47" _. . 1, � I - 6 I ��4 --- - I I== - F,7.-- - . -�LL r" I - -_ - �_ D-, '_!�� .:�� !,,_ - _j'_' I ,-4. - I IMES ""'W I 111100", TI FLOOR MOUhMNG. INUALLIMON - SEctioN SCAI.r_� 1/4' - I, 1. INSTALLATIONS ARE ONLY VALID FOR BULLDINGS WITH kS.D DESIGN LOADS : ,111'1�0 - I !� '* I '" Up TO +55�5, -72,0 pis,f. AND PANEL'S LENGTH UP TO E'-B". .'..'. s FLORIDA BUILDING CODE (High Velocity HQF cons Zone) 2, FOR NEW WOOD FRAME CONSMUCITOk WOOD MEMBERS TO BE SOUTIHERNl . � . - - - - �- I PINE i 2, W/ SPECIFIC DENSITY Or 0,55 OR EOOAL I z 11 � % = � No� 4167 �. = W- Mmm. m lip 20 GAGE GALVANIZED STEEL STORM PANEL DRAW Jim NPM_M.&QWN&TWS_DE_AE9r,.9,K' . = * . - ' z * .. 61DI 1A_______1�_ I ,.a*.. ST of - ' , - - -_'�� 0111"llm . " ____\ GLOBAL PROTECTION PRODUCTS, I.I.C. i / I L tc 0-1 TOP & BOTTOM L40UNTINGS CAN BE 'WAY it C �iw S.W. 5 smm - S ii , !� , t.' "t RID , - '� -, - T -i'i- , . .y. - , DAM TI-ZLI , ... Ani.. lim �ui_ . r, ... 20-176 COMBINED IN ANY TO SUIT ANY "j/ '� � 1$L I, '� .'.':'�01.111 !�. - iI& - �- Di�)&&17NS, FAX GINMIN-M7 _, __ cee in _ _ cNN ,,, _ - T- DRAWNt,ft I -.1 ' INSTALLATION. -"";';'-"; ou jillit" SI'I_'*"`A1I`111�" - -OOOM"n, - I - I --. VULT � -, -I. __ *=OA-II 0 , I 'w'api, `_ = I I MAXIMUM A.% REMBLUMN9 (2,ndj AND QQRRESPQHQM MAXIMUM PANE LENM "L* SCHEDULE N_'__.-i�.('-1_'__._.._' _ -, . - "mr-im-S&A _�;ii' I -, - __ Im FAN11 CORDIDON rA",'% &I.K.M. OF THU .55AL -72.0 7'-V OR LESS 1 z '^' 1AMBOLTED I tHAL, 5 4 7 - .M.S' -72.0 - �7'-V T� �.__-_-_T I _w __ I - I A I . -�.Q, -72,0 _ ___ I,&'-d- TO W-2- -1 - 2 In' - � 11 "1711,61 t�X,,,, Am 6 I 14, �o r 12'-�' ON . � _ 3. 2� TmNRc,xBw,,cmN T L - A. 9 A 10 - amm Wj 114�-zi SS. W& A vneomff A, OM&W A 40.Mm o, PMEL (VALID ONLY FOR PANELs m& Q INSTALLATIONS AS PER SMTONS I THRU 7. ON SAEFTS 4 A, .51 ""i "A itAllow mcnons W.Cm MR ED, - 3 I/2# - I � Ous" APPLICABLE 'a Sli IT * 1 MAX"JW Aki __ TARCOMI - _____._ or GRIP I QAU` IN PMEIMATE MAA`f 0 PAROAM ILM PRESSLORE To To M<wr oo� 1 To co�krff CONCRETE 10 CONCRETE ANY COMBINATION I LENGTH ILI (ILI I RATINC (P.0 cLCCN INLOOK 1 _- To "'Arsm i o& To - BETE etNcRrr 11 liti OF T4EV � 1 4' e N/A - I N/A � --i-2LA - - ir N/A -_ _ - ....... �V�_____ i '/' a. - N/, � I "O", I - 1. I � I r MIA � I R/A - r 6' - '_'_ I e . r v � i (BOTITIA ; i I 1. i M/A N/A 1 -/A 0. M/A --------I-- 1. 1 wA I sr ./A 2 (TOPI ; - I m I ir I M/A � .". I N/A "/A :�______ I 1 $- 1 N/A . V - N/A I , � 2 (90110M) f ! I-_ ___T_ --- - --;-- - ' ' 55.5� -72-a a, 41", � ILAA ./A it' ,7A Ir 1--.;T- A li I N/ 'lop, I i 7i-r OR ICSS OR LLSS ----------- I- - I 1� a' I --- e -_ 6;___ -_ i ; - _i-!� a (80T.) 1 . _L__i___!i_ I r � MIA -.!/-,-. N/A __"�11_._"_. N/A 1 - 1. ::�.'A - 5* MIA - 5" N/A -_ -1 11.1 1 �-;:- , - N/A "/A -- _�___ I r - " _W _-'r - _- - , _.' �--�'! L_ I ----;,--.-r-- M/ I_/A I ___ 12 112* __ __,"i 5 ,/,' 12 1/2* a , I 1 I_'4*_ --- i -I/-- , , _;_'7C__ -6 -I/.--- __4_T'v_" ' ' -s"cap/cEirmw t I si�imrns -1. . I f MR Al" TYPE & SPACIN4 FOR AMILLAT446 INTO WOOD FRAME RUILD010 WINNAAA ANCHOR SPACINIS ANO PONIIAN EDGE DISTAMM AIRE IMONATM ON TK6 SMAOULE FOR Ce LOSE TRAA Wr ATM 04 SONEDULE REDILKE ANCHOR SPIiCIND IN lIULIMPLYND SNOWN ON %�ED'Lc a, flKE FDULOWMC FACTORS MR INS OPEUMM TO K POSSMAI REDUGEO $PACK MAP40 Lis"'T FAoTOR &-il NOT BE LESS TIIAN MMAIVIl SPACM INDOWED FDA 1ACH ANCHOR TtYC AT AW-ROAS IMAM Alam 7m 1/4'. "� �Iev_ fol-""" - Ile. - I I^'. PA� -1 *A�l ?0.1 to Ptis 1 1/4'. _____ - - 1/4-. ___ - . W. - sAwitim, 1,) --- ,l 1 3 2 " 2 3 .. i � - I , ) �/' Z' =_ , 'A 1 - vit - 1 - 'n AMIN. IIIA DDK WWO VA7m - - , ,/r . - - '_:� ' - ___; I _/� - _� __ _ - __ - +� __t__��__ - - - T_ $ 4_4 _'_.- � _E_ E ____7i�_,______ - " - - _±_ I - 1/4' ID. � 5/0' LONG ERASS ]KISHING W/ INSTALLATION DEJAILS.EQR REGULAR PANELSCi) A 114-0-20,r SS. W& 0 6 1/4- O�C. FOR - - , - - -,---T , 7 - - _1 , . , - PANEL LENGTHS LIP To W-0* MR) 6 1/4* O.0 FOR LVNGVMS W 10 5' -'Ii I OR 10 INTO EX151INq WQQ0 STRUCTURES , �� - __ 11� j '_1' j, � - I - 11 'y �' �- I I I i ' . I I I � ? � ' 11 ININELA&M FEMALE JD OR PANELVATt Pli 4 - 12 ' 0 t WITH 1 1/2- mo, "LAM FORT To MWER MR, Au. LENGTHS. UP Ve 5'--w W.- 'S -_ I .- I _S' . I , �� . I , , 1, ___�_.J"�!! 01, - ..Kw . v I" -, po, .'" M % Za . - I � "� I , '-'i� I - � I I I i � I I � ' y e I IL I I I� " ' F�li � IF! ; � j i I I I " !� i jiI, � ', �_4e) . V41-in .-k �&_' � I � I I �4 � �, � 11 � ," , .211, 1 1 , , - ' I ".m_Q1. -_1_1 j 0 p MUT a Ir I, , ,ill � � I , I , � � I ;_ LuL � I : � 1 �',,7 7� ' 9 I., _ - Eo 11.1 - a 7 - - �-m. ' 1 '�� T I � '' -IT . I I I , , I \'�l i i 1 EC -- , "I 7 1-1 � I I 1 ! I - L _� i I N 1-05 . 1 h I. I -, , I L' - '11, � �- . 1� 1 .� . Ill I r �� I ! I I a �L 11 I I L&U-41 __j I. I - -----;i) .. I I i � ! I � ; I ; . I : ; .wo � - -_ i'li i � � I I p "vou"l"m ; I ."UNTED I ! w000 MiAmu, I � ! & : V- ; _01 � _iit� I � --4- I- I !_ i i j. i 9 ALTERNATIVE 1W ALTERIMME - --- ? I � � � __ , I I I ] i . I I --------J,-_-.- � - I ,,----I - SCALE 3/8-1- T" SCALE J/S-i' _T", � i " Sm sc"mtz I I I I SEE So - SHEET 8 ! 1, f - - MR W, SEPWI - - . I ! i I i . i ; ON SMOE7 a 1 FOR . SEPARATION � 70 GLASS � 1 4 ____ 71 1 L_=1 � : �' i 1 1 1 10 I 1 DIM-, I am., ' I I Imu ;1 I m ". ", 1 43i�-_ t I -_ I - : ", T� I - * , � ! �_ anl I I �� ED , T � � , 01:;�- iiii 5 0 EC1' � I " I �' I i " ' ''' I, I -_ E!�!7� - - 7`7 � . � EC _' 1 Z5 0 I Eo I - �''_ I I - I -T! 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C� WIT, I 1/2' Wim THREADED PENETRATION At . . .1 � L I _V"'. ,Mi � A, li w , .' - -WIMOM .." r ALTERNATIVE 3W ALTERNATIVE AW . 11_4� WDWOITi or EXISTING WOW PLATE FOR - - LIP 10 11-8* V- ,, 1 2-W PXE 'T R&QUADO , !I i I d , Re"Al"'O"'A", SCALS S/8-1' ALTERNATIVE SCALE 3/15-1- WOOD FRA � DIRECT Mi JNSTALLAILON BU I D-� � L li--Ll MOUN INSTALLAMN ON12MQta & ANQJOR LOCAMThONS NO-,E : SHi TRAC� NOT 540" FOR CLAIM AMMUMBILAW I SCALE 3/8-1* SCALE 3/13-" ft=, wffi%100001#'� O' , Ti ,", 1. INSTALLAMNS, ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS _!�� "%� ARE EN $I& , \ FLORIDA BUILDING UP TO +55.5, -72-0 2. FOR NEW WOOD FRAME i AND PANEL'S LENGTH UP TO 8'-S' CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN _41A 4_ � = , 1b 1 '.* 1 .2m mirm. 1w_ CODE (High Voiclify Hurficane Zone) rp. PINE NO. 2, W/ SPECIFIC DENSITY OF OL55 OR EOUAL = - tw - = . 20 CAGE GALVANIZED STEEL STORM PANEL OWN w ___1'____ NMI F0 WMWN&TjQN_QE_SELTJQH5: TOP & BOTTOM MOUNTiNGS CAN BE = *'� =_� ___ � �� " $1 01i J ��'___" . 4 ils"yol". 1. pt, TIM Y'A". "i __ Z�� trum Tun" A, shommialittle, �6�� I - GLOBAL PROTECTION PRODUCTS, LLC. 4110c I., 51 STREET �. n- 03'. *"'V"m onE, 20-176 COMBINED IN ANY WAY iO SUIT ANY _"011to;fi';;"%QV�_�.� _ 1�.M'� _4r. . - - - - � jix�)siei-7�. '", ONHNAti __ :F�iT INSTALLATION, 000i WALTER A. TULT P., P-E �=_ I - 1 - I -I - I- I I - 1 - I M-iiial FFM I � \ � 0% MAXIMM &a& DE.919N PRESSURE RATIN fo.s.f.) AND CORRESPONDING MAXIMUM ANCHOR %. I- CING SCHEDULE E98 KQWA 5TORM PANELA (1) & C& INSTALLADONS �4 INTO EXIONG Q01reRETE A CONCRETE BLOCK ENCIURES Cn ____ (VALID ONLY FOR FAJi OINSTAULATIONS AS PER SECTIONS I THRU 10. ON shi 4� 5 a 6) CZ1, � = � whowum - WXMW ANCHORS SPACING Me ED - 3 t/2- - _j 0 A- o No" tApm CF TAP -GRIP QxU`_1N FAMINATE FEMALE 10 PANS."TE PLUS SOLID SET APPLICABLE TO . - -_ - swr,- I A IAMFIAUM PANEL PRESS - I To - LENOTH v hL) 1z"?v -0 't VNE 7 OF THEIR ON V, FIAT To ,,,, I TO To ANY COMBINAtT No I,, I TO, TO 01, ODMCFICTE TO CONCRETE I CONCRETE TO CONCRETE I CONVRETUE TO CONCRETE I oozm TO C_c R-R-FIE I cONCRM 10 CDNaRETE I .,-,, &Aj (P-. 0 . BLOCK I KOCK I BL= BLOCK � BLOCK 1 . e -.S-- C al � - ' I , I p r, 4� N/A I N/A S* I N/A --;r-t N/A S_ j ISIA N/A I M/A I (TOP) I g:r I " __ ' " - - I r- cc C-20 ;j _7-4�, :� �/A -------T . 6" 6' N/A I N/A I (BOTTOM) " _�2� I I _�A_ I I 1� i I - 11r, _ --- - __!i_1 - r_ - 06. N/A I N/A 6- t MIA '. N/A -Z� . �z .;,: '::��:_� - . ___ _ ___!:_ I NIA N/A J_.!�� . CTOP) S� ._ - - . 5n .0 a, 1 N/A N/A I N/A I M/A 5 . N/A 5. 1 N/A M/A j MIA 2 (BOTTOM) cn .05) CO '5!L5, -72-0 - 6 ' - 6' N/A '. I NIA N/A �3 & 4 (TOP) >71-5' M Fr .:1 � - �' f=- -- __ __ - -- - .& OR LESS - ___T__j_ N/A -_ -;T --- '31; � I NJA I/ ___ "L�-/� -_ _ -4- __±_T -a, ,;;-- 1___�i1_'____ _N/A 1 II/A ,i I a- 6 . 6' r 1 r N/A I NJA 3 (BOTTOM) s , - ____ ____�_ .e! tr 1 N/A N _____r__7_ 6. I ___T_ :w ii . _t/�4 N/A 55- 1 N/A 6- N/A N/A N/A I N/A 7 (TOP) C32 0 +_'__�__ __ -.- _ IV '__ ___ ______ __ ___ ____ - _'_1_____ --- - w � 6:,- I I- N/A i N/A 1. ! C i ! S" 6" III N/A N/A. 4 & 7 (BOTTOM) - 3; I= i I . cc w 0) - -_ - --2---T-- ---I /----t- - 4j ----I N;A 12 i/2* /2 6 14 II 4 N/A 5 (TG?/6C7TOM) '� 5; r- = ./A I ---I 6 1/4' 6 -'/4' 6 1/,,' 6 1/4- N/A . . ___ - - F ___ - -_ -;� g -j� --, - ' I I C�U - W 6 1/4� I 6 1/4' 6 1/4' 6 1/4� N/A 1 Fill, 6 (TOP/BOTTOM) �i TO IV-2' � +50.0. -53.3 Ik/A I ./A 12 /2- IS, /I - 12 t/2- , '/4� - in +S&O. -72.0 N/A N/A & 7/4- if NIA 6 1/4- N/A 6 1/0 1 6 114- 6 1/4- E, 1/4- N/A � ./A Eli (TOP/BOTTCIM) ,8'-S- To I V'-2- X = 5 I � cc C N/A N/A N/A ! N/A ./A -/A N/A N/A 6 1/4' 1 6 I/4' 6 1/4' 1 6 I/,- a, 9. -,a (TOP) 5 - I It. .43.8, -44S,O r 4. N/A I N/A N/A N/AL N/A . N/A I i i 6 1/4- 8 (BOTTOM) -_ �' - OR LESS 1. '� I r 1 12'-4" OR LESS N/A I N/A NA N/A NIA 1 N/A 6" ! - -_ -_ -_ I 1 Ii 1 1, 1/4- 1 6 I/.' 9 (BOTTOM) I I NIA I N/A NIA I N/A __:/A I, N/A 6 I/-- 1 6 1/4- i 6 1/4' ! 10 (9-=--) J _____,_ __.!!�� -1 SEE SIRECTS 10. 11 AND 12 FOR ANCHORS TYPE & SPACING FOR INWALLIITIONS INTO Wow FRAME SAinimm MINNUM ANWOR SPACINGS AMC, JANWILAA MUE DISTANCE ARE INDICATED ON INIS SCHi FOR ". LESS TNAN NDMIED ON SCKDLU Aai A"oh" S"C"' By "A"'tKY"' SPAC`W' S"""' ON `C.mU` sy TIRE FOLLOWING FACTORS. FOR INS OPOlATiOM TO BE POSSIBLE. REDUCED SPACA* OBTAINED USMC 'ACTOR SHALL NOT BE LESS INAN INNIMUM SIPACM INDICATED MR EACH ANCHOR TYPE AT ANCHORS LEGEND, 49*m TYPE: 'L.�' - yt% -1 1/4.. � - 1/4'. - 114*.-- __ 1/4�. , W, '4iMiLIMME IAMDN a lop-aw FEMALK v Ni CIAX-0 sou:_w O'k011inflit'N"', MR, AMPION SPAONAI G.) . 3 2 '/2 2 .';� L ��q; ' IX, - 'N - - - , ..-- I A 7 " , "'� _-_ - -_ __ 11�.--"\�CEN'9` .!�`s -I'i �=L tra , 7___�7 - _t_j , __. _7;'W_ ' .' 6" *.' � FLORIDA BUILDING CODE (High Vii Hu, cone Zone) AMAL asopm r Al T 0 Ill ff : No. 4167 " s 4INNO WLTEm - Lp "" __'i' __ I - - = * : : - 20 SAGE GALVANIZED STEEL STORM PANEL DRAIINI ar __2_1_A�____ �a I - I - - - __ ' * : - - * I - I __ ___ _7i - -1 2 'a, Z__ _q_.__ t -�". S, 6 4�: E. � / \ GLOBAL PROTECTION PRODUCTS, LLC. Q-' r_ - E�!i �T! ' . -11-L I-E-C 0 I Ile - _____ .'._�_4 ___1__4_ _ __- __ - - .11,1 -- �- i _:_ - 'M .63 7 il� Z;),. .. _ =:_ - - - _i 1; E, I- � mt, OL �� . - / 1� -w II-W 5; SMIDET * L - - - - ____ ____ ___ _ I , - ;i TWT Tmw A ..O.Outims -M,ANY li� J3314 +--!-+: 4_---�------1- jw -1, 11 '. .. - .1 ` _.A_-__ P'"Oks, two.) -7544 FAX' (0*)RAI 20-176 """'10 ci;�-Wlll - - P., .,.- 'T!i=-%�,'" --- - ' , '1140#rwkotll�E, Sc",FcNAT'iAi GA�0306719 - .T � Mj "I.Tv A6 'TILP; J" P =IT--, � .11 I - w1lb-A 4j��7" I . � � � � � ! � � � i � � I �� _�m IN, I I r u i - - - - INSTALLATIQLA MAIL$ FOR REGULAR PANELSQ11 & ,!--A INIQ EXISTING W!20D STRUf,TYRES � - 7-- � �___�! _" , I I ' :�f � ... I I I I i"If � �1L,_:--i - _'_�. __ - - �'� ' '� -- - -1 " , , . - � � I - 11 , -, ", , �-- - - � _ __ I 'i , .1 _�_ - ,1![ ' 11 1, . " il " -10 PANCILMATE PLOS I '. : I 1, __41 X �" . :� I . � � THAEA60D PO4FITi TO �- 1, � � " 11 10 PANELALATIL PLUS . I LI 4- . ". "" , I '� � !� ,- - � � I ' 11 � " - 1, 1 , THREADED PENETRATIO ! TO - I '�:' i ,'� - i:'� 1 WOOD ,. - ' ' �- __ V4 -10 PANVAIATE PLUS 4 1/4- - -- I TO gx"��/ L/ t EMDW WOOD WACO ` 1� I I I " � � �"' I I : , I cxisnw WOOD HEADER L'� I , 1 I 1RrERm ---, 1 � " , EXISW Waco HEADER , �': I - �, � ; 1 " V- ;� ii i I I I , 7 � '� , I I I � , j % I I I I 11 I I N � i , i ______,_.1_ � � � ' I � t � ? 0 , , .- I I—- � - -_ - 11 � I k .4" i, v � � V N� i I I /s, , x 1, <"m so I A & � , I,* so * #�� I ; C � I I " , I I I � L . � 1,103" sm 0 . , . , � , � I A '/'- .' 2 I WOOD OR I L �' I _14 0 - I � ; �" 0,94, SIDE, . 1 1 1 '. L 1 i.' %' � f '/r Oz Wool) MEADOR I I 1 . � � i 2. 1 1 1 I - - I � '�: V ' ` 71 � -=I 'A i tmu;T�. 1 t Ii "'w D� i I 1. � W . RV , I I R. : I - . . � ( I , �i� . � (31 . � nrf IT= : ZIT-_ I ' ' I 1Z 13�i REWKD - - --- I I - 'i � . I ----I,, J , k' ) ______ - i � - I --,ill I . : ,,, I - I L"LAT-71d, �!� Lrm r. I I 1, Mfl� �' . . . - I ��l I I JI � i_ . - - I - ;��_ � � I L � : - a : � : : � � : I SEE scmi ON, � W. SORAPXTKA� � - � I 1 - Eowftm'. � r : , I SEE SCHEDULE ON : I S.w a 1 FOR �� SEPOtATIom, : � I TO aLNm I I I ' - it SEE SCHEDULE OR !_ I. Slim a .. . I N) ..N3S. r . I � . � : ; I -1 I � I . I I '� I - � '� i M PANEI LENGTH 1 '1.'i,2m"_ Si � I (SEE NOTE , I I ! �" .ALI.�o .-* __ - - __ I I -1 , I i I t , - I I I I U.. PAN" LENGTH ' . I " � (SEE NOTE 1) ; IW-MI, ILI ��' � ' - V 7�' . - 1 V.3 1 7/r, . .s. V yr, . 'L�% . �* �_ � 4 3/w + 0 SMU� OVERLAP I ! - - I 111�1ZnZE, I ' i I I ! I I � . 11 11; M_ PANEL LEWD, - ". I ; (SEE Nam I) I _ I �t I_ -__ " � ___ m�� ! I j ",_ � '_'____' I - ", - I- - - - ' - -1, , ,,, -- I � � I : . L -- --------- _'___� - �_ �' I F__ ------- -_ : L ... - "I . - "I �� - - - � -_ � I � I- - � -'. , . I . I I 1 � I I 1 , I i � : I ! � I I ; I i � : � � f : 509 � I ! � 509 i " � : I 2'. I 50% I : � OF ILI I I MAY I I 1 I ( 1 el, i , OF 'i � '. j � --a mAx ! �_ , � ; - 43 � , I I I I ! I r 1� ' ' i " ' ' . - i - 4%P. I i I � - (D I � ! -1 �3/32- ,,- I . =w *As�m - - 1 � � L T � � I I � , 'efi LIii.- -- - ��. , I 1`7 ,- Ep� ' � - �� 1,1 '?'� ,' 'Ofii fm 0 : 4 �16_ 1 6 ,/-* 0. " '2 Ca� �'_.' �� I" ", "" r F 11 _-- ja : _ 'a, � ' , -,- -_ I EL_�'_Ju v74 I I i �. � � �� :: " r-_-L - I� J _ to - I " .1 � ..... . 11 - - . I - F cL - __T . �, , I 11 I � s I ' �' - � -_ , --r- � " i__ " .. '� , .. ___� I . LIS IT- 0 C� W11 1/2- :1 ,z 21.4' WOOD - r ' � 1 R ,FLATE I � , - EOUIRED --- " _ V. - I 0 PANEL14ATE PLUS � � . � 2"�4' WOOD PLATE "i I � [I, ' REOURED __ ,_7I_ � - '! , , , t 9'.. 2"�-' WOW, -PLATE ,_ _ I � � I REDUIRED . Not, THREADED PENETRATION AT I . : 6 1/4- ox 7/8- . - ; . � - iN 0 I THREADED PENATID - I ; I � L , 1 , I . � , mmol"I OF PLATE ., 1 3 , , MID WIDIN Of KATE � , , Ll -. i SCRM 0 ,j , , 1/4 �' I . , , �, I � 1. I , ' � I J--! L I -_ 6" D.C. STAGGERED W/ � I I '� � : I - I , j 1. I .� - _ '11- I I , I - I %. � i - = I" i I � , I ; 4 � � DIRECT MUNJJN INSTAL &1IOK -A - _. " ��' - , - AT WDWVM OF PLATE . - -_ - � I -_ - _j SCALE .1/8-1- I 2="QUNj, /, WALL MffNflNQ IMAUAIJOH DIRECT � W MQUKT ifibm!w INSTALLATION KOM; SCALE 3/8-1, r .A,E 3".Ip.'. 'r 1. INSTALLATIONS FOR ALTERNATIVES SW, SW & 10W ONLY VALID FOR BUILDINGS WITH ALSD_ DESIGN LOADS UP TO +43.6� -4B.O pe.f, AND %litill"IT114,11", 0 IL , PANEL'S LENGTH UP TO 72'-4' ':�<�i�'�-'.. �/'Q-% 2� FOR NEW WOOD FRAME CONSIRUCTIOk. WOOD MEMBERS TO BE SOUTHERN 'i .�c ' * � 11-1 PINE NO. 2, W/ SPECIFIC DENi Or 0,55 Oq EQUAL ; , �Cli sl�-"� '. .: . FLORIDA BUILDING CODE (High Veloelty HUr cane Zona)l COMBINATION Of ' - * No. 41 .. 1 2 - - " = .*= .= Pi - 20 GAGE GALVANIZED STEEL STORM PANEL r., ~4 W, TOP & BOTTOM MOUNIINGS BE 0 Uf A14Y COMBINED IN ANY WAY T. s T I . = 1 *-'. . - - . � I- ti� �a ". E " "i - - I __ - - GLOBAL PROTECTION PRODUCTS, I.I.C. / 1 E �CO __ ___ ./a/20 O"E'. INSTALLATION. . ��,�O�;. RL !Rdii "� ��. - - ' . . '_�`��_'7 I.- iL _�7m .,I -IlL.M. MrST � "A _r"=`=Q�q My - LAMI-1- -pm___- Nice $LW, 51 SrAi WW - n ""'. PHONE (954)0%-�z FW (04)M-097 ' 20-176 I 11 hq/ Ni � - is 4114110wi mA'ngwAAyVRli (A-00067' - RINTER A. IIIJUT 52, LL. I, jlo�r,i 11 �71 - 1 , 1 - I � wumm - - - " - a - _+` a) a) = Cn _0 -m > 2 (D C- -' " 0 =3 _0 2 a) 0- C 0 = CD Cu , 0 0 a) -ii...' a- (n . a) _111-4 '- = a) =3 -0 0 i 0 0 -cu -2 . -0 = 0 C: L_ " - a) CU = 0 .O- -4.- i U- L+- 0 - CU > .Ln (n -F --o (D Cn E L_ a) -1-a CIO 0 III Cx �_ ICU -0 -.0- . = , Clio 0- < it 4 z z w mi - - __ COMORE. 'N."Im CONCRETE 00"m MR CONCRETE AACK'I SEE SCRETAILF ON SHat 14; I- I I I I --- (SEE SCHEDULE (SEE SCHIMULE ON-", , rm WOOD SCROOL s EMIGN ON "IT , 6 _�_ TEC8 �-, '� I ALTERNATE INSTAL ION 9 I FOR UEE WER STORM PANEL - 1 p-'. 1 00 PANEL _" - I �4) � , � , III) -'�� -r- T 'W' S I D-] (-F - AT LOCATION -Ek ,,,, ' I SHEET -, ' 1, � & IW/15 1 - 8 _1131AI'I'D. 11 - I . LATION DETAILS FOR OPT -_ - � I __j tlIzll I-11ii 2/A, 2i 3/4 4/4 2 ! IW/15 y_ T , -SYaT I -A Pmwo COWREVE - F11i F*- � -I, MI. 4 - - - --j :-O 2 - -_ I ---_AT END P - - " - Rnm.rl, I 1, - . . %_ I/. INTO EXISTING MOD SIRLJQTURE5 , .we 1.20. '� ,_'. . . . . I , - STUDS a milif � - t la"AcIa"i 9 "� MC'W? - � � . I - L__ - I 1 --7-7 ' 111111 Wow IMAM I r -T � I , _ - 2' a- a.) � I � . I --- ; . . RMKPR_1 I I, I J� ! 1 � � i I z � : 1 !11 i 1 1 1 i i i 4 I i 1 I I TO HOLD P - I I I - - I I ' ? I 1 I 'L 1 1 \ I _--li � - - . - . "I -.1 z .- .1 � I __ - - �' i , --- 1. : I - il 1 7 11 , �� \1 :I. Z I , i " 9 �- 'j L'-',"' I �L___ 4 \ '�* I I I � i - - 7-7 -7 0 1 1 4 � . . L \�� L' '. I 7 I 1 1 I d - N �-- - _T ILI I r I 41.L ts, L 1L. I " L'. "L \ , - I � I I A I � 1 1 I t i I I I I _� I I I 11 i - I 1 1 78w 4994ri"'i = . L PMRM CONCRETE _� I I -___ - -_ � , - - -I I I�-� I I - I � Ill, - I 250 1 1 ; To -1 - q 1 (12 I/ T'i 1� I I 11 i ! i ! i -5- I I I , '�Ii � H.1 111''I'l I __ I � ' I I I -_ , i FI i i .1 U) -6-0 I i ' I i �� I � I I I 1 I I I 1 1 1 1 11 ' STUDS 0 EVERY I � I . _1"�, ,-. .1 I I i I I I I 1 1 _ -_ 1, I I F a) '_ I I - -, - -- Lr - - � -T- -1 -I- 1 . .1- ; (12 1/1' D,C -- I i � ! . I I � 1 - �11 _� ; 11;1 i 1 i 1 T-I T_- ' - T I i I HOLD I 1 1 1 � � I - , j , - ; --- M_ - - I I I To PANEL '. 2 !jI E j -1 ---- --- L I 11 f-su SeNEWLE rw ScHi O'k- I I � 1 1 1 1 i ! .� � I ] a) (1) SHEET 14 . I � PANEL) I I I I I I (iNTE" PAI ITCRWR PANEL] Q I I . � I I I I I ! 1 1 1 1 � ! ' 16 , 1. , . Elf - � . __ __C7t " It, I 1 6 I" Win7SEP.PATION I i ' I I I , I � ; . . : 1 [ ii : - - -_ �' I C_ I TO oi�� a i TO GLASS I R . I I ' ' I I , _____ I - , 6s 1 71' "AN"' L. I '--:--,-' - � 1 '�l I - - I I i i � I . ro - -iii L I \ I I i I, F i i I I � J'�" 'L j I � I i '___ -� -,-.. E. I , I � ! I -Q-1 - I Ili I . 6 6 I I p M!, -------�' 1 � OR � - I -+-i U) - E?�Y'_/"C' ,Z-- 1 ffv'� 4r7 - i * i - _�V' i I 61 1 C - __ I* INTS) I I I � &. I L L-- - 1 - - I I '_ � t I _ 41 ..... imqwm * - - � ___ �DR,Dcccc I � I H I I 11 Ili I, \ - 1 t i) � ED . � I - I I I 1 1 1 1 1� L ". i , I -INTERIOR PANEL \__CNID PANEL. A I I � " "' "' ' I - I li�_==T. __1u:j -4--i l�OEt. '/ L[ ANCHOR ANCHOR I --3'- 0 MR - 12 FOR ,'3' - � I I I i I _ / /----T;/T--'.'m!�-"g� ,/,. ! - SCHEDULE fj�-=-�j M.. - 6 � ` I " I -1 " �_ i5 I ___1 = CIO - Mi W. - _"Y" 1 1 21MV.&O" , 3' %11. (CA /_ - "� , , C m (CARE 0 i ' @- (7 - r FOBEM'.. � S. 'L,-__� .. "A"E" -'w' PANEL .&C I .St.. 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VIC - I, RLICABLE TO SCHEQUUJ) Q ,3/lr (APPUCABLE LQ__=_HEQU" I 1 ==321 W _ 0 ! , t!jpj'__' � IL" . sciii - I' 7" b 9 I ' " T I (AL 1 4 "'��' I " ' " "' " �d i � 1.i 1 14I I i. � � I i / I sm 9 12 112, cc, . -1 " ' , � �:3' 1 - - I i I ERNAINK-1 ALTERNATIA A I I I IIAT END PANELS) I ,", (If I t 1 1 i I III ou&5,/,A MAXIMUM A , I (SET A,%D,2E5QbL IG 02,iiii ANQ r.QRREAEQN-QW i 5 �m co"ii i ! I � i I I I I I I � I 1 1 1 I L11 & 2p.3 NW. � A IESIGN ING (p.s.f.) AND I � '/ -----+,/.-..I- ww.F 0- - � I 9 I -_1 -1-1 I I HaSURL-W : I ,/a. , I OR CONCRETE I �_' I I I . ±+�� ! 1 I I MAXIMUM EANEL LENGIH "L! 5-c-eEpuL ' (97S) (iilt REGUTRM I j �' _� -7 ) LIP 0_ BLOOK eALL �11 : , '� y , 7 � I I i I i - - .LILL", _L -_ 7____ - A ORRESPONDING MAXIMUM ANCHOR SPA-CINQ SCHEDULE AT I EOR I W. 1/,4) , I T�'T.*� SO- -T I ; �' I I 1' - & - lAgnamu-gui � I i I I m5uX_QH_AuC11_u1 I �_ ' . t T w - +1/4,, 2/4, 2A11. 3/4 . 4/4 : 2 �wps , z & Iw/15 � I , - ,I ! i � I INUALLABONS INTO CONCRETE A C.QN[QRETE BLOCK STRUCTURES . i I , : i I I < L 11 1 � I : ALTIERNATE LOCATION � NAP"Aft, . � � INNOL I SEE sc�E I I - N__ _ � - 1 1 I MQ`c"L,M 10 (AAMi I � ON SHEET L. I 1--(1` i -6-0 I . I I ' I -_� GN LIFE SAFETY PANEL - 5QftLUWZ _*1 �-.Z-Vj-#AU--MWIC--QQt�.-A-VAUQM-AL-E&---�-�I / �_* "'I*" "c'NoTON, - MR mi, I I . I 1j; I I I i I i W/NO LIFE SAFETY PANELS -- I SEPARATION 11 - I ; - - 1.o REGULAR PMELS W/ OR __ LOCATION OF LIFE (SEE NOTE Ili I I : �i I - I - .- L I � -AREA W/o SAFETY PANEL � mum-w kal, I wool, OF TAP-GRP I CiNJi- 104NEUmm FcAmr 0 PAKELWR PLUS APPUCARLE TO I �.O' -Ti I w-A- 1 � 3/0 I - I � TO OLASS I I I 1� ___ I . . ............ L" ..... LL ------ 7 - - sly_s_� L___ 1 1 , I �' 0 - 11� � REGULAR TRACKS �CTIONS 0 A "N"A"'. PANEL I El " ____' (SEE NOTE D""M - to to I To JCONT . *17 (M) ; - - E0 � ". I _�'-" ; "", , " - -�L""-y TO TO coMcrzn TO M , COMORMlick LEMOTH i I . �� - I - _ ._ �':.'�_� ",'� BELOW' A LAST PMEL p Yo BE fts7ALLEr -RISS"RE CONCRETE I . I - 11 CONCRETE AMCi / � , .".:, _ , 0. AS I`= CONCK�J-.za OF TWw SIDE SHECT 15 FOR ARC�.n TYPE & SPAM FOR IcnJILLATIONS INTO WOW FROM SUMNO. I I : ED; I j -, '..,iilli I a) - . 'J', L.'r SAFET, PANEL OPENING SIXL P'Two � CONCRETE BL,,, CONCAM "I cow"W I - � I_ L (Str SCMEDULE �. _0 F.-.i . i i'I OR =3 Ai_*k) BE PRi ____T I MMIMUM ANCNO SPACINGS AND PANIALAW EDGE OMAN" ARE WWATED ON THIS SCNEWU. POP . � I .,T 0,11) "'V -RED CONCRIL"i __ I W A -As OPTION #1 F 70 Fp2WATC T�SRr MARINE 1� MIA 6" N/A I & 2 (TOP) Co LESS THAN INDICATED ON SCHEMILE REOLCE ANCHOR SPACING BY IAXTRPLYMG SPACING I I 1 � EQi' - -1 ED " L ' (m �ori 'N"D N/A MIA N/A -.L.- � FN/A 6 � -_ � 4000= FIN r- -0 OF STRUCTURE 7' --�= -� (",-a,) S.-O- OR I-ms SHOWN ON SCMEOULE BY THE FOLLOWING FACTORS, FOR GAS OPPIAT" TO GE POSSMALE 4 - _ __�_ C_ "COUB" CONCRETE &W�RS I / �"- PANEL (1) & OA TO BE INSTALLED on REUOVED WFRLOM I.SIDE .5"I'O. -7LO '� Ii 9- D. 9* I 9, 9, L - I toil-, - . I (Sm smNii OR ' " - -f- . REDUCED SPAONO OBTAINED USM FACTOR Sk" NOT BE LESS THAN MIMAi SPAICING I __ - - ____L2� � . , � '. N/A N/A N/A S! N/A v I N/A IT. N/A I & 2 (YOR) murm FOR w" ANCKOR TYPE AT MoLm Lsi __ � - � . i 1 : I WOOD PLATE: , � � smm '.) ELEVATION _ . -1 -- I � I ,. 7 0 .-'F'I 455�O -72,0 . -I 11 7, .. -1 It � i I I , �' I 0IMUM --I' B, 51 9' '. '. 7 I/2' �� r 9. I IsOrrDi I" - , Ile. - I I*el. ,/A- 1/4-0 1/0. I � " '� I ' 5_ I � - ---- '"__' I � , WALL MOU14VNQJBX1Ai .LWALL A Q MOM MOUNTING INSI&LATM SCALE 3/32 01 a T4.4w AANOXIII FAMR61kir . , � : - 'I 1 1 � I i � _ PLAY ' I:, j � 11 -1 - � -I/,- R'L GAF - - 1� I ". N/A I & 2. (T � ANONOR TYPE - I I M'" 0 Ua CNI I : , t- ` � ----"j � L , -- � ' -- � - L _ ,� 0 , , .1 I - - - SECTIOK 2 @@. j4- uP,' +S5'.O -72�O -- - __:�.� I _ =_=Q1tQ8_1 SCAU; �/B - I' SCALE: 3/8' . 1* 6' N^ N/A MIA N/A S* N/A __ 11 n w . 4� 1. " V �'- 1. 'PI , 0. mmm WAM 0.) 3 Y 3 3 7 I/, . 1 ,4 "I -------------- N" 1 �f -, p _11� - �* I -if- I 6" _r J,��4.4, -61, 3 _____ ! I I I Cu vl"v __ /__1 /-\ / N /-\ / N, It 11 y ; 9 4' v 0 ."_� 1� � I . mmm_Qb_MfX_5hEE!t_'J_Q&1_m4f.'. A_1SmM_JNS1aL".N j - - - - - - _'��.Z_ y , I - � L I � �, .-A_ ?�=- 04 3 3 I - 3 ,, ,. ; . � � . ��I \1___' I UPE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAM PANELI C1 Y �' --'-Z-�l K. 1�_-�'�-O"W-=--'T'w -;�7-w---.---- L i 11 i ,,, 1 � ('s I �,,,. ALTERNATIVE 4 .11 r . . I _/ 0 a) "I'M 8 a mmiuR PANELS 8 r I REOU AT in 0 r a , '/2' LIE Nam ') il�476rpM "CM 0 AS AN INTERIOR PANEL- (ANY PANEL LOCATION IN BETWEEN END PANM)� I ANeCATIOM AM& FA "K OW03 2i FF SAFF,Y PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS LS soau'4-0- ,�,uwR-mhw-c2Nwnw,a-m-mm.-X,--L�- I/Z-. I ,/r - - I I (W/ OR WIO REGULAR TRACKS.) SEE ilm ') __ _% � - I L .x4:'T= 1.1m. %-W, V) _ .". I ___ - 'L I _ _ . W � I V� - "I ii� - ___ _ " ____ "_`!. MAXIMUM "A %% I (SILD 0 51W UP FROM TOP N ROLE), = III EM 0 r IN, BIN TOP OF Alli APR _ , 1. - L-� - I �1'4'� ICU 2 LIFE SAFM TDR6 �PV CONSISTS OF 0.039' GALVANIZED STEEL STORY PANEL AS SECTION 8-0 Oi S r __ - _ - - - 'e�._. ALIERHADME WQOQ FRAME CONDITION5 A ii LOCATION L. NS IAI�p i ECWSU#V& MAXIMUM PANEL 0 A. ) 'O-L ' '� WAE- 3X - 1' CNT EET 2 OF D DIMICRETE OF THEM 1 3 'jr t iaE .-, F.- io zi SCALE 3/32--i- PRISAURE Cowlim - WY CDM"AI)CI LENGTH "L' - -_ - I -,---- cn NIS PANEL RPAWING DIP N7111 Yt) ... %tUII#n# _ - - PER COMPO ALLOWS ITSELF TO BE EMOVED OR IN57TALLO FROM THE WSIDE OF 1i T17141 I __ STRUCTURE, 42", -1-1 I __atizc� - i I.... 1�"i PLATE WTE . VWTMR TRACKS NOT SIKWR, MR, ELNREY " I'litit" .49.2 -Stfl 31 3'_ 4 1/2- 4 0. 2 (BOTTOM) 7'-e ;� LESS , ""111.111"", _"' ... **'* ' "'%0110 i0if - ___ '. '. � . - - ,�\CENSi'-.? t, WALL MOUNIING IN51ALLATIO "'% � Tli T ,52,8 -66�0 4 4 2 (HOTTO14) - I ,,,o 3. LIFE SAFET� PA)t REOUIRES TOP TRACK TO BE COMPoNcNTO& Barom YTi TO 'N V-6- OR LESS I" BE COMPON T AS PER SHEET 2 OF THIS DRAWING , '0, ,,,, - ILLIP N.',' .. , '0�? ....... , !�i -- N ............ �� uj I ALTERNADVE JW Lz' - , - ,- - -- -, COMPOR-NTEWJAAY BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I & * e '.' = 2 ON THIS SHEET, AS WELL AS DETAILS I & 2 ON SHEET 14- �Z,' -`,\�,ENS,C "%. .SS_O -7;_�O 2 1/2- 2 1/2' A- 3 1/2- 2 (BOTTOM) 7-6, OR ti No. 4 - - - . -*= SCML& ve - 11 ,4; "\tmse .. , = . . � . j+S5D -72-01 2 - I -6* To 8'-O'j z * t . 4;� ' j N FLORIDA BUILDING CODE (High Velocity Hur come Zone) 1/2 2 I/z* N/A : MIA 1 2 I8OTTOM) pr . * . 2 FLORIDA BUILDING CODE (High Vetocity Hur 'cone Zone) � 167 \ FLORIDA BUILDING CODE (High no) 2 4- Mi, LENGTH FDR COMPONENT (1) 5 I&* z - ___ ? .* 0� __ -1 -_ Velocity Hur [cone Zo , * z - ST - . _____ - � . - - M ANCHOR SPACING FOR COMPONENT @ANCHORAGE AT EDT ! _" a IF. N/A 3* r 2 BOTTOM) �T-8- TO i !�-�'. P=XI Tll� - vp N -= �TEOO. Mo. . t .. ± � _ , .. j : r - < ,am rs GIVEN ON . No. "Em `MC 1+55.0 -72,01 N/A SCHEDULES I & Z SHEET 14, = . : = 20 GAGE GALVANIZED STEEL STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL : i 1 * �. * DA"k, R, ..'.741m DRAII W: s * � ORANN W. .ii z- .' It'i. .-. 20 GAGE GALVANIZED STEEL STORM PANEL - � . . .1 - - IQ= :: -. w if of :al I- z COMPOMENi BE PERMANENT OR REMOVABLE , ' ITE "I . 1, V/Amm __ �'-_Z I INSTAULATCAls ARE ONLI VAUD MR RAVACS WIN AAG. DESIGN tOAm UP to -, - 07/241 m � -a'- � _�'., C:�' � �� /-- !a / GLOBAL PROTECTION PRODUCTS, I.L.C. -t 11101 _��i�___' GLOBAL PROTECTION PRODUCTS, LLC, 0""'"" .W 5, -72 0 PO AND FAKCS LENGTH UP TO 01-11'. , � - _� GLOBAL PROTECTION PRODUCTS, I.L.C. i � DAM �,- ��.-.. -'u RM .� _N - ' �_ 5 SEE DIEEXILS FOR INSTALLAnON INTO WOOD FRAME BUILDINGS ON S1+F-ET r 1* ... 11LIECOINIC 61*. 51 STREET '10GI, S.W_ %, STREET a Pon NEW WOOD "RAME C k WOOD MMSERS 10 K SOLTITERN , , TILIECOINC \ lew S* S, $TROT ___ '1-0di'- . ?!� ' '* - _z - M IwER, � #7 I �) "_�� D.ML ft. U31. , - FIL =1. z TYLLIT TIVITINO a - I. - _� V _�"`i - M. - Ne. - ,,K)w. 20-176 PINE M... 2� w/ wiscinc vi or O'm OR EQUM� Y "Ill, F - '. = . . . � U - � �11111Z' -�c 'A' y � 20-176 s ...' W , F�i6 � , ;��xo,tk,LN"EMNO COMPA. 6 SEE SHM 4 FOR DET04L APPLICABLE TO THE NECESSITY FOR THE !NhIALLAPON OF , .. " 3m . TILIATILTZP4 A ENRAMIDOWNR COMPANY "I'll' I N �'V'114 0`HHWi I-' mom-M, 20-176 . Is!A"-7!Ki!L FAX. BISQW-SM - I , � ,. - Nit, lfrl= miumC G,61).-WIZO. F�. J054HKI SFACM AT TRACKS WSTAULFO ADJACENT AND BEYOND TO SIUCCOi 13ANDS.. I I �" / - IT-- -1.1 - p"),J-1m ===61 41MIJ: 11040, � __N. - I, E. SE./samoripm/aArz - CA- 6719 -W _. . - -1 __ _ - Cww'o - DRARiMp, K. - I -Ji.1 - I - INN'. t - - < O" i i PZ 5EALISAINKARe/OATt I �� I - CA-WO0719 _1!�� Ak'M A WAITER A 41, - I !, F E %AL/SMlNA%AIr/uxTt WALTER A ')Uft 'L. P'r , I - T-io imomwiPt I I , INJI-114111i �. _U I - - , ---4--1eKGET TIF 26 1 R 1-l'-fLoicif Lp?�E__ ��_ AWi '. of 26 FLQjr'N L-11 f -1112 . , I - I - 11 SHOIT Is " IN, . _j I I I I a - _v I I 1 , - _I1__T_,_j�]_Ti 11 I F I I -- IF I i I - SHEET NO. SH 1 .1, - --- - - - - _ - I _11 11 ANCJ40RS (ME SECTONS ON SREFT-S 17, 18, 19 ilt 20)----- -- - - - - -- _ : 13- MAX' Ellil. 44/17. WILL. 39/tI. 49/17. 50/111. 31 MAX. I . MIN, I I11`sA"W/l 7Aw/v9 A aAW/20 eveynts, 7aw/12 4, NW/20 I* MIN.; O. N. - (A-) I . F* ----- ---- I - __ I I __ _ - I- _ � - .- ____ '7__ � - t - -0- - - - 0 , a , . I _0 - __ _0 -- ----- - 0 , 7 . , . � �_ � T_ __,___7___ _____ -----I.--,-- _____ ! , i ; I I I 1 7 1 - T 1 , f , , I I Fil- 7----, ,---- � 11 i l � 1 I ; � � i � 1 � ; I . I ; I I ; I I � � I � I ; ; , i i .. ...... i i � I I I I H I . � I I I 1 1 ', - 1� I ,(� � IR � , 0 1 I I ! I . ! i I I : i I A s,otte wl � 1 � I i I : , I , NICOLA ; � I I , .,I,, a .. � , , lj) .,Ig! I I p I : Tow � i � � � I I LIFE wrl PAW, I i I � � - I ill -_ --- ____41 � I I � �._ , _ �,�.- - ___ � - r : � , I - � I I , --- I 1_,___J___ I -_ _.__ ______�__� " .L. I . I :_.. ::__-.__,_, _.� . - - A I . " -- � -6xn; W/7/6-;,; 1, I I I , - I � - i , It - .__:, - 'g;,Q� - T - - - __ - - - -, - -" -,� 77 ,:;l- T, � , i , � � PANneco, � �� I 1..�2011' 5 5 . ; I � w �e _', � � ------- � � � I n'llt, I , _', � .... 1), 11� I , . ,�,', � 1 I (SEE ScMcwt,E) T : I 1 =,r *`NN`c` 11 , i I � i � : � - - I .1 I ,� 1, I I I .� A ; I � �1 ll- I I -, �� 1. . � I� I . I . � � � I j 11 I I 1; i i � _. 1� � 7 - � I IF . i T, I I � � i � rl� I I- - I r � -1 I � � I ; : I : I � � � i - : � I 1 �_-�' I � I , I i � I I i � I 11 r - -1 - � � � , i I � ille� I I 1 7 , , i I I : 1�� I :�� _ � I - - I---- i , , : I : � I I . - I , , . � I � ," I I I j __ - , 11 � , � - . . . ! � I ----------- - --- --- - L_ .1- __ 4-,-,--+f __` L________ � _ - ___i__ -.,-.. ��, C. I : , Z4! - - [ � i I � I � - 11-41 � 021 t I 0.1,11.19-4 1 � 9 I __ I I PANEL, WOW DOWNERS I 1 _. I . _,,NtRi ,, NNG; .0 a LVT k NIGHT "M I .- : ,U/17, "/sl. W 06 1*30/1% 48/17.,5B/16, - 3� ;,�, _111NILAW/lit, IAW/19 &'OAW/20 EXTERIOR WWI% 71111e/ 9 & WW120 11: M.".- I' MIN. - - __ _ ,-, , - __ ANCHORS (SEE SECTIONS ON SK175 17, 15, I- a 20) -- __ __ - - - FE SAFETY STORM . SCALE 3/16--i- I/.- - w i 7_ 0 ! , , �31-@ 2sw � [�W MkIIUW�L tW WLEO , CD-9 i , � , C11"', 'or, � A � ��,-. - - --- - I I 1 1�xo PANE, Vx� ; '/ .v - . - - �A� �___ ,�;;, �_ - , "W'<.- .�,� - , __ - - , , 1, 11 , �_ - 'N � _��`_,___, - __` .. ...... /I It , 1;N:V � ) \1 ', I � '� �7 � , , � , _ �%, Z /,� ' *� "",z,_�_! ., -, pki \ j =�_ __�� _ � �_ "_7�_� ,�, _ _ _�= ___ __ _ , _ -z-1 , �__N�� __ _,__.� �__. - � wrRIOR L SECTIQN A -A SCALE 3/16--l- "', MAXIMUM A.S.9, OE51ON PRESSURE RATING (p.s.f.) AND e,,'.111w_-v01i'p'1_ '544N, CORRESPONQIN "'01i . � ........... N' ?". g MAXIMUM PANEL LENGTH "L" SCHEDULE ` \A- " se , , -':? ,-,, � � � . ;. .. ' . 14167 '.. I = . No. 4 - = TIT -, '. * i = .. * . - . - MAXIMUM A.S.D. Max� PANEL LENG'TH - I - .. VT. c - - !_ � �, T,.1i I4,:. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I , � _ M PANEL \ �. rF DESIGN PRESSURE INTMUM SEPARATION I .,. 20 GAGE GALVANIZED STEEL STORM PANEL " ,_�RM .,... - (ft.) TO GLASS CONDITION - _. RATING (PLS.f.) (SEE SECTIONS) I I --- - If - - I GLOBAL PROTECTION PRODUCTS, LLC +55.0, -7M 8'-8' 2 3/4- l iNBOI TEC - -w s1w. v VITIM I I -, C31 M� �., GEN... T. A. 1*1111-1111, / " __ NN,.1. `W, - -- .� (A T .FAXRN.T..-., - ---- ---- - T-L .I-,- �T� 'I- - . I _MeNeIi� I Px- srA/M ._�M; I - 1 !2!!-- I - w-nw/0-w `I&TER ' YLUT �L. F'E --- 112M.9-14- �_] INSIALLABON QUAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL_5Y5ffA INTQ EXISTING IN ) 2BUQJURES � _OOL ` -- '. _. , ,.� � , - . � - I : i. I 1 , , , U", ��.. �i � �i � 1 j ]I -_ ___ -_ , , , j- - 7 � I 01. I I I I - ,� . I x I - e � � 1� L, - 11�� , - � - ___------qq - I �,r'�r�� ,_� �1� I 1. - - I I'll 1. _,� Ile � �� . _11 ,,I! � I ��, 11 i'� - ; 1: . I 11 1 - i� ,V v �.', � __. Z HEAD � � I . � . I DURrER � I - lt� , ER I - - 17 , _VO�R�ADER 1.11 �; I IN . Y I - 1, " Z /I - I ou I �' � � � -, RCOUD04 ro EgAGUR , , I i � �11 � , I 11� I I " I I - , I "I - � , , - , - I I � - - � I 1: - -- � I I - I I :'' ._�_ , i " 4 .0 TAPCON 0 0, D.C. � I � ��',, , _ _ 1�4-0 TAPCON 0 6' D.C. . - , 1i , o, - � cl I I __T7 �j , 1/4-0 TAKON 0 6- D.C. ,� � �! I wl � W ;v . I I - ; , �ETO. NTH, THREADED I I I - ii, m � i� I , I , V/I 1/2' MIN. THREADED �r" , 1� . - -_ _ - I . � I I � � , I'm WOOD � . I If / pot 1, �'! / ,� I AT I . � I �i . ET,WON'AT WOW - I � � PENETRATION AT YMD I-- I I � HEADER �- I I HL4M 11 I 1, I 4 I ,�� 1, I I ? i!� HEADER . , 1!! HEADER I � , � " I 41 11 i , � I � r* .40 f � , �,r5 , � � I , t '. i : I , '.4, .r,,,IH_ j .. ''I .1 I . ,.*, . Tr - i-I - ,� . as, - -.1z, , I =�= 1'J'. I I , ::! . , " . 1 ��k 3p *2. , - 1/2 ,/.- I- I I � i 1/4' v . I /,. . I I , . I - � +7� .i I I - I I i t/4 I r - 1; Mqx I I I , - � :�- - � I M,,,�. I I 'j ' 2- '� , I 1- I , _ ,, ,� . � , . � 1. Min �; , ; � k � � I � . - " % L, � � 1 I � I ! � '_ , '� . U__]� . � " j � -a 1[5:: _ I . __ I _ %IT � I i I I . -1 I r�] I i ' CONT 1 I-- - ! � a ; : CONT. , , ___ , . , : I I I I - � � :�� 1 2- , - I 1 2 1 1 . I i i I - : �� .� I 4 - , . W 1'' MJ,, 1 a " 1i � 1 ; 1:p I ": 1�) , Li� L , . � I Min. �", " 2- . , I '. �. I t : I ['M I I - I , - �� I 1 (3 � � . t- 1 : 'l . I I I �L:_: LL,�� ; . .3 1, E;;�] � : (a) =, I I � � 01 i� . I . I I I . ! EX'S"ING f - �TKN ! I I � , -L I � : ; I C"SYTING I - - r ! : CLA.- I I I ILI = GLASS - i-- (� � - I 1, VkP. Ts - , 'o , : I P G�:= i : tXNmAE . ; i . (SEE ANSI. LINIGn, I . sHo, Hi; : 1, ..., I PANEL - � aN � 1.) � Nam I BELOW) I I I PANEL tENG114 i � (SEE NCT� I BELOW) � I 'I' M L-1- I M', ..449" � , I I � I � ! ISM - I i : I . PANEL LENGTH I . GLASS -�- , "S` � � I , NOTE I BELDW) EXISTI!jS, f I i � I I I Il- � 1 _4 1 I OAX SOMEIK" - i I A CLASS M CUTTS . I ,� (SEE NOTE I BELOW) . � . - . (uz soc..r - . � I I �.. " 1-1 "I � - - I � ON `Pw 15) 1/,,,20.1, - _ - � __ - I .... : ; : I ", - ---j � I I 11 . oK Vice; HIJ � -�*,� j -�� , - 7 1 1 ; ! S-S, ... - _ 4- - -1 �� && HIS W/ � I I � 7z*N, 3/327i � .. I I I , j , -1. I I ; 7/80%; 3 32 1 � � , �_,� , ] 1, , " "I -, _____," _', --A - � I - ._:i�:Cl _� , / � "I I - i :� �, -- , - , , I _ , � LIT 1 ��7 , , ; I - -, , I VeN I I "" - - I �, � - _ . . , , ,I-- ,,�, , -1 � , � , , � I � "I -_ � _ ,� I 'x '. I � � , I i : " - � -, I I - I I i 1, 111 i I i I I , �,� , -- ! ! , : 11/4", TAKONP-1 - I � � I * .... 0. � I i I I I � ,No,c. W/I 1/2- ; I � I i i I I , I I I . TH= , I � : I I � - :,�, ; I - _____1,_4�__,�_.__ _� � L I - -, - - - :, 11 - _ ] I : PERM ; � _', , - - - . �, , p � ; ... . i � : B'DN"'TH 1 I � , OF PLATE, I ; � � : % I : � I � I � � , , � I : - : I I i 6* V, - - I � 0 i ft. �: l a, S- I . , I , � � � - f � I . - 1 0. 1 1 11, I i - I . 11 , I'" , _ r E� I I i� - I I -1 , I , "' :� ei%��` = I)w I I " --- - * : I- - I " ; I , I � f? - -10 - . I . - � . ,_______1 - 1 ED. I ED � - .-- I I, I . I , i I -, � I .. I - � I . - I ,_� ! i -- - 1/4*0_2013/41S.S MS. W/ -1 I I/*-0-2N3/4-SS. WS W1 I --@ CoNT F @ CONT To I i6 , . : i =_ I I I I . I L : ; � ,7/8'. . 3/32' .NG NUT , . " 1/32- WING I ,��j 7/8-0.3/32' WIND NUT I , ,_ , � � 7/8-ft3/32- WING NUT I � "I - . WASHER 0 12 1/2' DC I, . 11 I ; WASHER 0 12 1/2' O.0 � . 11 1� I I WASHER (RICYOND) ! : . i , MIT WASHER 18EIlIWI � � I I I I I I . . r � oc �� lj�&"# TAPICON 0 5' OC I 1, 11111 11 �� . 1/4'0 TAPOON 0 fV` D.C. . , , � 1,; � W6;X MIN. THREADED I . . . ___ �STAVGEIRED W/ STUD) _ __ AGGERED W/ STUD) I P . � I" � , I , ! , ir , - _W�'# TAPCON 0 G' I I 11 L T�� AT M.DWIDIH . � 1": . I . ;6W' MIN THREADED � I , 1 /2 THREADED I i - � : � . iq OF PLATE -1 - _11�____ � I - - 1. " I - . ' WOW PLATE . . PLATE - ___ ; _ - , i L � I— I =T�MHI .: I I I - �'�, , I _ -- 11-L -I PON AT 440MOTH � , OF PLATE N AT MLO*1DTH , --A I Of PLATE � A -,,-,---,,' __�_�_ RED "Eiiij __ --,T VICOD PIATE - ___ - ___ a PLATE � , ig .r RE) I, � WALL MQUNnNfi ... IMALAAIII211 WALL MO 111 MIALIA11014 WIN ALTERNAW UATIM WALL MQMNTING INSTALLATION SIALF 3�0--I_ 2 REQUM UNEL tFMAPSAML "'MUHNNi SCALE 3/8--l- SCALE 3/0-.1. SCALE 3/8*-I" / . % ,0,,". �,�.�!VI!7 , ,� 'N a= Z.---\�,Mjp '-.- -,, . 1. INSTALLATIONS ARE OWY UALLD FOR BUILDINGS WITH kSD. DESIGN LOW$ . . \1 1. S FLORIDA BUILDING CODE (High Velocity NUT cone Zone) - w__ . -- UP TO +SS�5, -72-0 PST AND PANEL'S LENGTH UP 10 IT-0' f .1 1 67 *. .2070 TARX01 Ac. I - ___ _ _ z : tw A A - .. *i 20 GAGE GALVANIZED STEEL STORM PANEL ri� 2 FOR NEW WOOD FRAME CONSTRUCTION; WOW MEMBERS TO BE SOUTHERN , . - __ O" I" * PINE No 2. W/ SPECIFIC DENSM OF 0.55 OR EQUAL i it. 6� -,-,I / , % GLOBAL PROTECT 07/n/Im _ .�it_____�W_ ION PRODUCTS, LLC. CAM k �. I—- _:__ / 11LIECOLI... � NN'..;.. 4o '� __ \ i"I IN. 51 SOIEIT ... .... " TILLY TEWITILIG A, ENOL.111,NNG, cc DOME. F_ =14 20-176 1 IF. ';,, A� TYKIW-' (PPIN00-71LUP FAX (ItIM)MIS -6797 """'i I 0 , � I.* -.I- I. - (.� --I- "40"i $tit PE- 51A1wXK>k"1__10�1TE CA-D", I H* :: -.1 - I - ORNNNI; IN,, � I = aj 1- P1 14 _� �__� , I. or , __ .- I- - . I - � . I . I - I - I I 1,(�'. 1APCON ANCHORS ! I . 0 9 cc. .- __ -f , (2 : CONT. G I F 1i �� 9 q gs '. I . POURED CwwE OR CONCRIETE BLOCK REQUIRED z f, i INSTALLATION DETAILS FOR TIQN 02 FOR LIFE SAFEJY S,T0_ M PANEL MUM , INIQ EXISTING POUIRED CONCRETE OR CONCRETE 8LQCK STRUCIURE5 1/4" TATICON ANCHM'S 1�'4' TAPCON ANCHORS 1/4' TAPCOk ANCHORS - __ 6 a. O.C. .._ � _ 4) 9 . OC, _ 4 q* cc, POURED CONCRETE X awwlra"E. -I- , ,r= � � - - -1 , 3/32' WING NUT a 12 ,/2- ox, � I - C � I - POURED CONCRETE OR CONCRETE BLOCK REOUIRED ; INSTALLATION SECTION 3A 0 REGULAR PANEL SCAILE 3/8'-!* E-o- IN I I , .,] � �� , , - �L_ ", I � li, __ -%,,,,, � - - � I I ; I,IK`,NIiVKN III - -C 1 I- i5o - a I .� ft ,_ "I 1� �s I III - _ �, �� I I., I i . I I'm i I , I ! ,I I Id , , I , - , , 1� �, I " 6- . V 11"t , I ,, ;I -I!; �Ilm I - i I =ten NUT It - - I I- - I - ,Naw I I : , I- I -1 -11 .1 .. "?, -1 ,r____ - , 11 - � � i I I I � I I I - '_�,;i 77777 ;, , E Y.. , , 1 . , . I : .-I . � cv " . , � � I 11 , " � :: i � 4 -i"', 0- ! I 'k !,�� - - _;_ - - , j � I ", �F=_ �, I '' I 0..I'111'_`W,"1/1=, 1 1�4* TAKON ANCHORS - 6 6 (sr=ox., D W/ STUD) POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING NISTALLATION U01OK-M R LIFE SAFETY PANEL SCALE 3/8--I - sm SHEET 19 & 20 MR ANCHOS TYPE & AIIC"M INK . V470 SPACING FOR INSTALLATIONS ROD ill= NIPTOI, FRAME Buxom - Anavixt W14M (K4 ,, ,,NW11 AN04DR SPACINGS AND LITHO" ._ EDGE 06TAW-E ARE INDICATED ON THIS 3 SCIIEDUUE REDUCE ANCHOR SPM 0, T_=11 __i SCHED FOR CO. LM THAN 00"TED IP= �- Fm) waTINYWIL spAtAic smoft ON SCHEDULE Amie. EM am wallm fA" BY THE FOLLOWING FACTIM FOR THIS OPMTOW TO BE POSSOLF REDUCED --- ___ , I'.. J0 - ____ - SPACING OBTAINED USING FACTOR=INDT -. I r - RE LESS THAN NiNww SPACING 41 --,-- --- '� - ------ FOR Okc. ANCHOR TYPE ON THIS SSCHEOLUE -, - -- ----- �- _,_�r_ ___ I . � 3 ,�� t - __" A . � POURED CONCRETE . � :, %:`� ? POURED OUNG, OR CONCRETE - 4CRETE . , OR CONCRETE " I BLOCK REQUIRED f__C - - � �, SLOC. REQUIRED --c Ji - , - 1/4' I - .1. ,/,. , .. . I I 11 ! -Y-?L - - - _� � �, M 1 4Rm . . . � r ---- -- - -1 "' ED '__":'_'*' , 11 " I - ' -I. 'F. D. � E.D. 11", : � � . . , , I I I � I �,��,,,k� �� . : " *��',',',.t�', " ,, 1 � I " 1. 1 I -_ "" , ' ". I I � I IT � I � S. I I � . � I I I I - scit-KIN . : � . I 1 1 _13 ! � __ (11 i�� I -4-5 " ; ; � 1� 77.- I� jB* � � �r M" =.% � I - I : ! ft , I , " ; I 6 . EALGFNT�� I I � . - I I _, I I x IL21A 14 � I 1�1 I ! i , 8 CLASS I �.�� I � -, �, ! � I ; , I ; . ; .9 I " I � , I 9 .w ; I I � ,., : i , I � ,I a I I I i I . � I I � I � 1 I , I I . I - I � 11 - i I I . � '11� � t � 1 ;,! I 11 I � 11 � � �, � g .,-`;/`� , ___ � p : ; I - i I 0, I : I ; : I � i _. __ __ I i � �� 1. I., .1 I � 1 ft ! ! k I � I I ! � I ft,� � I � . - _ -'� I I - -- : ! I ( 1. , I -A. � �, I _ 777+774 7, : I , , ,, ,,, i ; ,�. � , I I �� I � ; , A3 i ,- , ,. 1 . I , 1, i I �� 1, ! E O.. " � 1� � ED'. L -, I I , 1 7 y , , I - I "" � i ',��,,` j � 1 1 : I � � � . "I ,,, I - I- _E__ , , 1-1 - I il I I ______ J_ ____ -I . __ , I � E_- jig , � 1/2 1:1 � 1�4'! 2/0�.,23e4* S - W/ �., 1, . I , 1 4 .,S.S, MLS. W/ _ __j a LIJ 1 1 , I G� L - - ,/ I NUT WASHER I , - � WING NOT WASHER � ", 11 * 12 1/2' 04, I ,� I , I � I (BEYOND) � . , � i � � �� , 44- TAPCON ANCHORS i : ON I I , __ __xi� TAK 4 $/r OC : ORS I 0 4 I/v O,C . , U .- POURED CONCRETE : _ _ , URED CONCRETE OR CONCRETE BLOCK 019 CONCRETE BLOCK REQUIRED REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 4A !R Ltff�ANEL SCALE 3/6--l- SCALE 3/8"- 1 " FLORIDA hurricane INSIALLABON DETAILS FOR OPII!DN #2 FOR LIFE SAFETY STORM EANEL SYSTEM INTO EXISTING WOQD STRUCTURES I � 1, J ----- - ___ - -:- �' " 11, " ; r, I -1 *�_� I i �, 11 '] - __ __ ", I - ,� "_ � �11 /I 11, �� I ,- .1� ,�, I -- li� " - -, ,�,, �� i� I - �-r - ; I" �. - I , , I ,�,�_ � � � F T - I � , 1, 1 1�4'f TAPDON 4 6* O.C� _11 I . i I . I t4". TAPOON 0 8" OX, 1, - �, ,� , qi� 11 - W , It � � - __ _ .. I I . PZUIET4 41N� "MED I I 1: � 6/1CX2 �, rich AT WOW �� U N. THREADED " . I I � � I I t! J N'AT WOOD , I I" �� 1, jtl , �/ I � �� HEADER 'i iT HEADER � , , . -, ,, I I � I I , � � , . ��i I � i .. I 4t, 8_3".1.;&r_ 7 1 11, i � I � - - . I I I LL , -1/1. I , I �_ � L 1, i � 1/4 �� , rr , 11 � I I /,. . . J � j I [F I �j -r-05M. , _._.___ 1, I M., - WOOD - - , � . , , 'r , " i I t I I I I I ; i- � , __ _ _ _ _ , �� WOODRED El � ,, _ I,-- ,,, �'�, ; REOUMD 11 " �� RECUT NFAD , I I � � I ; ,� Q � . . . I . - - III,, . I - CONI, i __4�� , 'i - I I i i h I � L [i , I ,n, --- - __ I t I I � � - I f 11 ;;;�� __ I 1. I =?,;L i I a, I I - . . . I : : : - CD i I I . . , I . I I . � 10 CUT;s I I � � EXISTING. ON SHEET PID 1 � I CLASS I I *I, sEPAoTK* , , 'L, N I 1, M... , TIT (RUSS I � PANEL LENGTH I I - - _.,� -,- . - 1 � D;EE SCHERULL: -- ... i 1;1,1:., - _ PANEL LENGTH Ex'slitta 1 0. SHEET 16) � (SEE NOTE I KLOWT 1/4 I.- * i - - (SEE NOTIE I BELOW1 t 2�,Ij. - _j_ 11-1 � ! ; GLASS _t � ss MS �� I -- I— . I - � "/"v I I 1- . I � � �.;; f � I I __ 7 - -, I I - � �;,, - NUT 1______� - , - `�� , , � I � I ,,,� ::__"�� : �� S" [ . � " � i , I f - I : i j" -, , __ � ; F I i 11NO , � I i I ! I ; i i i � _,_- _1_7�tl_ `___ - , - , __ '. � � ! � i ; �, I � i I : I I i I I � I � - 0 I- I'D , I I I � " , 77� � I 1 1 1 . � I I . �� . --I .. I I- f - - . - . I I '� 6. ED .�, - - - - I ., 11 - I --< I � -- __ E I 0. �- --.:--, _Mw � lia do. - ,- - I ... � � _�_ � I �� .1 :1 I �: i � � ..- �� ; i � - . I , I I r . I I . : I 2-.4- WOOD PLATE '-.� I I I � ,?/S'o . 3132' WING NUT 2"*4' WOOD PLATE - i I 7/8*o 1 3/32' WIND NUT REQUIRED __ - ,�, _ - I I �� I WASHER 0 6 ,/A- O.C. Rii - - �' - ' ' �� 1:1 WASHER 0 (BEYOND) I .1 I I . , I � 114-10 PANELMATE P�� . I �;; ,� ' ' !�' __ fl-10 PANELMATE N � ---- --- _L i ! � , �USI __ � ; " , -_ , I 0 5 114- /a , , i 0 is 1/4' O,C. W/, i�i' , . � .1 I i � �i 1, I .. lI.EAD11EC_ %Ir MITION i e � MIN' TMREADEO PENETRATION I I I AT MJOVAD70 OFPPLATE 1 : AT MOVO7M or PLATE 1, � I I z , � -, . - I � - L 1, �_ __ _ I - _. L I , L , � LINTINO INSTAUMON 9WHIM INSTA Amobf a" 0l't"AILN"No", 915 � Ij A MR a ,14� , �A, lWiNs, REGULAR PANEL . � .... 1. " a SCALE 3/8-1- A"!i�-"LEN&'*`, -�;;,*, SCALE 3X. I - FLORIDA BUILDING CODE (High Velocity NUT cone Zone)l ______,_, - " o 44 * ' �- NN' If *-.,* A NOTES ---: -` 14 ot4 41 61 " S M" ALUM W_ Pp I ' . 20 SAGE GALVANIZED STEEL STORM PA14EL 1� #45TAUATIONS ARE ONLY VALID FOR BUILDINGS WITH AS%D� DES" LoAGSE = , * . * E -�-_-, DIMPY1 &� � * - * ��_ -' UP TO +55�5. -72.0 PST AND PANECS LENGTH UP TO 8' r S ATE Qt-- � - ------------- I - . r7�1_ , , --- - �, % ,'. S ATE Qi�__ _�-_4_ , - _ - GLOBAL PROTECTION PROOUCTSe LLC. ' '.,,. or'ji�... 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN . .;� TTLuP!*"_ - , , z PINE No 2. W/ SPEC'M DENSITY OF 0.55 OR EQUAL �a% a Ro - , -- _. ITT 1�k�� - ... 11 - *` . TORINO & ENGINEERING COMPANY DAVE FL =11 20-176 ... ;- - III, , - _4= . .1. PHONE Ve"IYUP-71H". FAIL (65,MIL-87,71 - .. . � - _10AI.- - - alkeevc Ne,. _#lon, it ,'ot-VOT, �fq-q,ft/�VZTE CA- 19 W&TER X.. - F - -1. '. I f I __ tu�� , , HP. I ;, 1 - I F - I . I - i - .... I I POURED CONCRETE OR CONCRETE owd REQUIRED r I - fi- 11 I II I I i - F I 9 � 1�t ,9 'u r � �_ � I t:',w'r,777 I -, : - �3_ ", � �. ELO-' .,: ; i , , I : � ::��' I L I , I , - � � *!_11 � - _-, I � �j . ; - - 111,4ZIWO PANELMATE PLUS WY � 0 � 1/32, WIND NUT ws"Efir � 0 6 I/.- CC, . POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATM SECTION SA 0 REGULAR ?ANEL SCALE 3/a'- I" SEE SHEET 19 & 20 FW ANMW I TYPE A, Airmail Tow: ___ 1/4'I, - _kik Ilf-le SPACING FOR TNDujUO* I= WOW - TNN:ON � 'A'im0f. FRAMIC RUILDINC, 4, AtKNOR V- 01) 3 1 WNW ANCHOR SPACINDS 00 = (H') b � CDGE OWANCE ARE R97OICED 01 _ oe,_ __ ___ SCHMU FOR ED UEZRIA" INDICATED ON M. -.4 C.) 3 3 SCHEDULE R ANCHOR SPACING BY M " MULTIPLYING SPACING SIX" ON SCHEDULE Xceft ER Box WON* - w THE FOLLOWING FACTOM "OR THIS OPERATION TO BE POS39.1, REDUCED . I I --ILI?' __ , ___ � SPNCINT� OBTAINED USING A.VTO§ SHALL NOT _ � _ _ IT ,,�, - BE I= THAN, WNTANUM SPACING MOM - -1. - � - - FOR EACK ANOTM TYPE M T-tt SCHEDULE r � . __ - s 11. I -11 I 't�l : � 11 , ,� '114, rc , �� , wx , - I � , I - . � - I , 11 : I U_ �_ I , ; I !, ! I i ,, I - � I � � :,,,� -, I �� Lil ,t�-,��i- -, ... � a � , : : Cow I I I I � I �. _" : , - I � I.- OUGAIMP" ; : 3 q � - , - I `� 0 j t 0,01, , i � I t , � � M-1-21", :, _ -, __ j 4 ,= ____ __�N� --I 9 i - �� _:i,L_,11___1____ I i , i 4 , I -1 , �, - � 11 - I-.-- __ ___1i,_ -1 , " 11 11 ;_ 4'' I-M. ; .11 i, I Af�r , MR . - - , 9 01.7.MLAP I I I z , , , I __ - -1, ___ - _ � rl _! � - , - I ____ !_ - 1. : . I ! 1 : � 1 ; �� . I �� . -t � . � . .. �� -1 I I t (_ -- I , , Lo.- �� L 1_1 - I ,_ - E ; , ;,�', �"_ % � I � 7 1 - T ... i I � � , __j __( I .... �1; � � I -1 _ ,-.-,_,p J;�10�* AMELMATE PLUS W/ W � WITHO NUT WASHER WVWD)a/ST* - -EDURED CONCRETE OR CONCREW $LOOK REQUIRED N Ij;U6LIATIQN a SECTION 58 0 LIFE JAMY MEL SCALE Z/S'-I' - ;" r .��'ENI*ie, ... ' :- No. 44167 *: _'�._EL STAL/IMCNAVURE'DATEr toft ei( � , %_ C111 4 C:p I -..I 4� 1_> - C: FLORIDA BUILDING CODE (High Velocity Hur cone Zon, IF,,= �-TEM - I GALVANIZED STEEL STORM PANEL .rp.,; Lvo:n MwIv rK zt _ 2 - W", /"/� GLO I RVOTECT)ON" PRODUCTS. I.I.C. TO .� 4 Er JECOIN , \ Qmw ". ,,, IF 7 .. 4 ENVIMER'No COMPANY t = 20-176 P_ It-11t IT= P=0111=7�� 1� 410 -9-11, - - - = 10. M%11" :7�r - "INIT W� C: C. c a. C ; 3 .s � . A 14 C GENERAL 1 7 1 E-Z RANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-0.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, 0 MINIMUM EMBEDMENT OF TAPCON ANCHIMS AND PANELMAlt F-rukLE 11) & PANELMATE PLUS IWO CONCRETE ACCORDANCE Willi THE 2o2D (?in Ebaft) or THE FLORIDA BUILDING CODE, BLOCK SHAJ� BE I t/4- DESIGN WIND ED" SHAU, 19E DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CDOE� 82) MINIMUM EMBEDMENT OF 1/4-0 X 7/6- CALK-01 ANCHORS SMALL BE IS 7/5' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED 13Y THE JURISDICTION WHERE TH ST LE NO fMBEOMPUT "GO ANY FINISH MATIERAL SH&L SE PERMITTED. S4SE SHUTTERS WILL BE IN AN 0 FOR A ORECTMAUTY FACTOR KfJ-OBS_ USING ASCE 7- LL NOT EXCEED MAXIVOM (kM 1/4 0-20 SS SLIEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY TINISPI MATERIAL EXIST) 10 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 It ZE. TENTOACE 3/4- INTO ANCHORS, IN ORDER TO VERIFY THE ABOVE CONDITION, UIMMATE DESIGN WIND LOADS DETERMINED PER ASM 7-16 SMALL, BE FIRST RLOUCED TO A,&O, DESIGN WIND LOAD$ BY MULITPLYING THEM BY 0.6 IN ORDER TO 8-3) IN CASE THAT PRECAST STONE, 04 PRECAST CONCRETE PANELS BE POUND ON THE EXISTING WALL. 10 COMPARE THESE W1 MAX, 6kS,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SH41 BE LONG ENOUGH TO REACH THE MAMN STRUCTURE BEHND SUCH PANIELS. ANCHORACE SHALL BE AS MENTIONED IN 8, I) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND WHORS ON `P4TS PE,D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS N01 USED IN IMER ANULYS& FASTENERS SPACING 70 WOOD K0,_1 SEEN DETERMINED IN ACCORDANCE WITH W.DS, 2015- (C) ANCHORS -94ALL BE IWALLEAT) FOLLOWING ALL OF THE REACOMMENDAIONS, AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURCIT STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIF151) IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT III 2032. AS PROTOCOLS TAS-201� I 1 a SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF T44E STRUCTURE WHERE SHUMR TAS-202 AND TAS-2133, IS TO RE ATTACHED -10 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONIX RE ATTACHED TO CONCRETE. BLOCK I Z THIS SYSTEM KM BEEN DESIGNED TO BE INSTALLED ON THE OUfTSQE or THE OPENING ACCESSING 1HE OPENING MEW THE OR WOOD FRAME SPAWINGS I INSIDE W/O THE USE OF A JAGGER OR LIT-T THIS APPOCAInOel 15 VNJC WHEN INSIALIATTON r. INTENDED TO RE PERFORMED 12� THE INSTALLATION CONOWTOR IS TO SEk/CAU1_K ALL SHUTTER COMPONENT EDGES WHICH REMALN IN CONTINUOUS FROM THE INVDE OF STRUCTURE. CONTACT WITH Ti4t BUILDING TO PREVENT W;NDi INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI AROUND FULL LEN67H, 3. SERIES TOM INSTALLATION IS APPUCARLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN i'NSTALPATION .5 REQUIRED 10 aL PERFORMED FROM T14E W51DE 01' 5RUCTURE. 13 S�FORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 11PAWINC PLUS 94Y BUILDING AND ZONINC. 4, SERIES 2000 INSTALLATION IS APPUTAW TV SINGLE AND DOUBLE HUNG AND HORii SILMERS. STYEE WINDOWS, WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INVALLA71ON IS REQUIRED TO BE PERFORMED MOM T14E INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM. INC. E - F HANG STORM PANEL SYSTEM- 13 PAIEHT PEN!". 5� ALI. ALUMINUM EXTRUSIONS TO BE Goli ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 1 5, JO) THIS PROMICT EVALUATION DOCUMENT (P.ED�) PREPARED BY THIS ENGINEER I$ GENERIS AND DM NOT PFMOf- INFORMATION FOR A SFIT SPECIFIC PROJECT; I., WHERE THE SITE COMORDON-_ "TE FROM THE P�E�C, 1 6. AJU ALUMINUM SHEET METAL USED AT CU)FURES SHALL HAVE 3105-MI4 ALLOY- III) CONTRACTOR TO K RESPONSIBLE TOP THE SELECTION, PURCHASE AND INSTALLATION RIMMING UVE SAFETY OF 7. ALL STEEL SMELL METAL PAINTILLS, SHALL oIAIVE STRUCTURAT- QUALITY STEEL, ASIM A-063 GRATAL _% Min�, GALVANIZED MEL THIS PRODUCE BASM ON THIS PLO� PROVIDED HE/SHE GOES ROT DEVATL PROM T41C CONDITIONS DETAILED ON DES40NAT" W/Fy- S&S "I (AFTER ROILLEO,1� THUS DOCUMENT t0fTSTRUCTION SAFETY AT SITE IS THE CONTPACTICIVS RCSPOHSifip.ffy� IT ALL SCREWS TO HE STAINLESS STEEL 404 OR 116 IN& SERIES OR COMMON RESISTANT MAIM CARBON STEEL AS PER, DIN I.) THIS PRODUCT P_VALUATTGN DOCUMENT WILL BE CONSIDERED ;NVAEO IF LiCiATTED, 50018 W1 50 k8i YIELD STRENGTH AND 913 W TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,114 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MU 9. BOLTS TO BE ASIM A-307 GALVANTZED STEEL, OR AISI 304 SERIES STAINLESS STEEL. WITH 36 Kp MINIMUM YET,D ", ENCIM, BECOME THE ENGINEER Of RECORD [E.O.R�) FOR THE PRWECT AND WHO WILL BE RESPONSIBLE FOR TmE PRELPEFk USE OF THE: PE,D. ENGINEER OF RECORD. ACTING AS A DELP-GATED LNIONEER To THE P.E.D. ENG,iNEER, SHALL 10, ANCHORS 70 WALL SHALL OF AS FOLIDWSZ SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS 'OR. REVIEW (A) 10_=5�1"am_ (0) THM P F-D, SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - �/4141`,TAPCON ANCHORS AS MANUFACTURED BY IT W BUILDEX. INC. (MIN- t'P-3192 P�ILL') RECORD THAT PREPARED IT I- /4' X 7/8' CALK -IN ANCHOM AS MANUFACTURED BY DIEWALT INC. (MIN, V-3000, ;,�PQ 10. STORM PANEL MANUFACTULREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN I I I - I 0 PANILIIIAE L 11111 TO 8k 1.nMAXIE ILUI ANCHORS, AS MANUIACTURIEG 11 ILCII CONSTRUCTION PRODUCTS ACCORDANCE WITH SECT" 1709-5.3 OF FLORIDA BUILDING CODE ONE LABEL. SMALL BE PLACED FOR EVERY OPENING (flb`i'M PT'Ll) LASEUNG 'TO COMPLY WITH SECTION 1709,91 Or THE FLORIDA BUIL04NG COOE_ AJ) MINIMUM EMBEDMENT OF TAFCON ANCHORS INTO POURED CONCRETE SHAJ_L BE 1 3/4- AND 2- FOR PANELMATE I . FEMALE 10 & PANELMATIC PLIUS. ) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* CAL15-04 ANCHORS SHALL BE IS ?/B' 114TO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED- 1/4' o-20 SS SIDEWALK BOLTS USED SMAL, BE LOND ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS, ,0,�!Ivtossq" , - `� A,I) IN WE THAT PRECAST STONE, , CRETE PANELS, OR PAVERS BE POUND ON TH EXISTING WALL OR / ". 4 I ss , , PRECAST CON E ,�� - T� ".4 - FLOOR, ANCHORS SHALL REE LUNG ENOUGH TO REACH THE MAIN STRUCTURE K�INO SUCH PAINTEUS� ANCHORAGE SMALL 421- , 'VkGEN,� %'Vl; BE AS MINIINED W A 1) AND IN 44)� . , ., e %._ i� I ' s � No. 44167 " = kD) MD_2Tj&aAQN0M_M&1iL_� z *: = = : * : = . � TIT _z - 1/4- 9 TAPCON ANCHORS AS ILANUMILLSED 6f 4TW fiVi INC. Z; - _ __ - Z FLORIDA BUILDING CODE (High 6iocity NUT cone Zone - - 0 X - CAUK -i5W p,%.I,) %, �!V... e " . -7- 1 -, ,---, r P - . , . J;/4 7/8 -TN ANCHORS, AS MANUFACTURED BY DEWALT INC (Em ip- . '01, . 20 CAGE GALVANIZED STEEL STORM PANEL 4-10 PARELMAIC FEMALE 0 AND PALATELMATT! PLUS ANCHORS. AS MANUFACTURED BY ELM CONSTRUCTION 11 I - - DRAIIN BY PRODUCTS (V-2071 1P.A.) C, " . ;��, - 7/24/w4t. .... .. ____1:'1ft,i , - , / 111LIE 0 IN, \ GLOBAL PROTECTION PRODUCTS, LLC. " � -_ ell , * z I&M S.. .41 5RIECi I RUTH TvaiNa * ITHOINLICONG COMPANY D.Iv_ I'L ZLXiI`R,s,;WB_,w 1� ,I-L. 01. PHOW, 0115.)IRi 1w 20-176 . ... - I Im -I-,- _. ' Diel -.1 M_ - P.E MAt"�%_"o.it �-ODCII71 11 - I - I-f - I - __ *AiXLX A� "U" ' I I - ,_ , - � � ruw, J.. j w,eir' - -J--L - - - ;_ _Ami ::�� = " w .1 I _+_ a) a) = Cn -F0 a) -6-1, 1 _0 > = 0 = a) 2 -6-ft _0 L_ C�L 0 Lf = M -0 CL . - -6-l' w a) CD 0 4-, (n -4-0 - C = CU -co Cn a) -0 0 -0 -0 C:) 0 .= a) = L_ - 0 c- = -2 3: c = 0 U_ - �-� "_ CU CC 0 CU C:> > ::D CIO =') " C`� - !;i (n a) L_ -+-a 0- 0- . Cn ,0 - = CU .- CIO O_ R I _0 g < I 0 �- -0 . - U) .1 �� i;- S �,_� _s, �_, = - e .. s S .) S .." I ,;- -M Ln 0- a cz V. .� 0 0 CI_ - 0 4 z z w mi ___ - - � - - r I COMPONENTS EOR, SERIES 2000 & 1QOO E-Z HANG STORM PANELS X/24 a (M NOTE 2 KWWi INSIAL1910 DETAILS FOR �E JU ,2009 AN ANG STORM (SCALE 1/2-t-) 10a - itt IT's.. V/24 11, 1 14'/24 1, W - I/ 1 4 W/ ON W/O & 0 r * ISIX NOE 2 JARLOW) ,- Me,, 2 241111I� V/24 110� . EACH jqv FOR DONCREOT ANCHORS, M I CONME ANCOM T TPEL'�Vr r0a !`:n " PANEL (11), INTO POUREQ CONCRETE OR - reOCREIE BLOCK ,--- ---z,'1SI- , , ___ 0" N, - ,,, - SCHODIRSEWN TV,, ---Y- AT a I* - Min. - Tsm wlDuPt on SHEET , _,. _� L mxgp-- - - - . - _ 15. 1 go- (ICOAL WIDTH ,)'- - - L - - - L 11 . - L _ - - 2250'7 7- 2.59 1'� \ I, ft.- 1�� I' v.; T -F7- ! � � NKNO`Y; `��11 _U: i", - , \ 147 SMJLFM 00100 SCRE , IT SHOT 2A �L L 1 25) �L -J,�I- slks (m %o0NAu RN-1 11 .1171� �ANCNVRI L ____ . 7 - - ' L I gm . ,_ �____ -_ ____ -1 - - 12.500' (EFFECTIVE WIDTH) - - --- - I . - l�--2.25C'= ,i��' - - . . I -) __ - - I � - " 00119 i 40 TatCe'CAMPIPP, 1 "Z�_' - . sietv .) __ L_ soe� 1� 1� I Cn -4-i I I I I f , , ' L , 1, � __T _ � , , , 1111-- - __I - - \ ._�s M-.%") 7\ ��, �e_ in tj;� Wd - - - - - I � � � r I 1 3--��;WVV,w .. - - - - - - - --S 1/4- -- - - - 1� -I I � ,�' 412.-:b - ,/2* [_, T - - �."d - \ \ ,�,`, : I'M !! 1, __� _ I 7� -, �--�-V " W 7L I - 1�3?0'_ --i'ary - - 1350* - 'Sw - I 1 I � * � I I O' �, �p -1 1 "7 __�', , - _,�� ..... I -_ vi;�%d I i 1 � 1 1 1 I i I I I ! I . -, - \ __�� - ,,r / I 11 I , _N I I � z - .1 I 1 i 1_1 ! 1 ip 1 I 1 .� i ; 1 ; � I 1 I . - - __�� 5 1 1 P.We,R ...',"M 11 � � 1 ", __ - , I L I I 1 1 , , 7`!, i �, �� PeOcNoT 11�_ i T -4:0 I , - - Ty, 2.5w 1 i ! I I 1 1 1 I , - �� I ___, i Q75, I I I . . i I i I 1 til f , I i i �,,�� =t==�7 ---- 34- -1 / r - I I - - / , , - -z' 1 .073' -1 T,P. 4 I I i . I "' L � - �__ I .x bw 1 i I I i l � I , I ': ! L _' F _' ' r , ' � I i i I f t i I 1 I 1, j -1,11,\\ I 'i -1 P" I - ",�* I - 41 - - J_ ,. - __ 11 _ - - ; L_ d ;,, ""I �. 1, / -�:t � 3-soo, �1 2L24A' � 2.500" I I _ , _. � 1 1 1 i - , - []_ M i , _�, i I I L ", "I, � 1 � � 11- (1) zw* A - "" ' L .1 � I j i - I � zo� I . 1_� EDGE � 1 I I -_ , L T -_ �, 7, _, 11 1. I -,-,- -f- � 60 x �. - 11� I I - - i - I Ltaw = / HEMMED , - - , I 0 Y, M -, , - , - ' \ . :,; I- - I - / R.Nl� I (END PANEL) DO, � , P I I (. � I I (1w P ( W T _wM00; _��) I "I i - P��! -I �, � ___7 � � PANEL) IN�q L I . I - i Z / "TUL , � i �j Sir NLI L 3. . BELow I I I i t 1 1 1 I 1 1 1 1 i i : i SEE KOM 2. 1 . W-DY SITE NOTIE 2, 3. 1 BELOW IS E N?TE . SO.Q � I I I 1 ` i SEE NOTE 2. 3, 4 1 L 1' I "" Y. 1 1 _� __4 .", U) No - ! I ; I ! 1 ; lu�, , I i- \ I . I I I I I _ I I ; ; I BELOW - I N I -+--a , AEV. I 11 -i- I i I '1� I . � , I i I I . � ==4 . I ; I I � . i i I I '_ I a -'MaKr :," -, I 'i '--.?. ...... A 4 . I IT I � 1 1 14 - � 1 1 i q'I 3 i I i 11", �', , GRIDE I _,`=3 �j - . � �_ ------- ====��,_ � I - - _= . ASTIM A . I! ___ _"� ' _' ��P��) IT11"Ti -1 " , __ , 4'- -_� 73 TOO" I G&IAVIIZIET, STEEL. I 2.2.4- ., W IT ,�e >11 -So \ _ _1 - 2. _2 _ , �� I ,.�L" 'L",-, � _t�,E'A' - __ -1�7 1 1 4 1 1 1 _�,_ �I�,,� I 1. � L' \ - � --A- ,.6 1 i� I �'. I 1 14 - - .. - I I I ::� - I ,-- __ I I ,,�,_ I ! � I I . I ; � I I I I 1 i. 1 ; I L �M I ,,� � I TED PANELS Z�, I A V T 60L � i �- - WT, ; I ! .. - ! �1 =) M I I- � I I _ IOLP PANELS W _: ( ! � ! ,� -05 1 �_� rf).� 1 �-fl 11 11 1 T-� (� i i 1 71 -#--a I-, __ I ,� 4 ,-4, , � '' , IT N I - � i I i I � .1 I 1*fJ'e 1 i 1 1 1 I ,/. - I - ___ I- i � � 0 1 i I . I � � .?151 '��- 17 1 , , I , 1 � I 1 1 1 1 1,j 1 1 1 j I � I, . � I—- I i - / \_ I /� I I I � I I I � I 1, ,7,---f � -i5d, I , - - � 'V-2L470- 1�1;1 I I I i I 1 1 1 1 Y. g�.,�/. .., N/ � I I � I - - 6,250- --- - . f -, , I I F I i*' 1 ' � I � 1 1 I ! I I I I., III . __ Q� - � IL ' 1 , i i , I I , , 1 i � 14M IL. i-1--i- _!_01 I � (1) STORM PANEL - 2,470' -- 1 I 1 1 1 1 L � 111 I'll 1L]" 1 '� 1 i _1 11 I'L! ] I J i � - � . I- JiT 1� I 1 I I I I t I I—] Tf f J.'r I �L� 11 -T-- ---,- --7- -1 -------- - I'll, ...... - - T I . , , I j 1 � I � � ! IT I I , ! i i4l � i I ! I , I : I - I I 1 a i i IV I I i I I I I , 1 , � , � 1 1 L i i ___0 0 � - - - , i I � - , , W-ML . � - I 40 , _r_________1T1_ � I I L, - - � L ,,, , -.[ _ - j � �]_ - ., RtElw � I i , I �.! 111.1"LL j , I,JL 40 k �0 I I TL I I I _�T_ 11 > 1 I I '11 ! I I 5 § I I I i 11H 1H 11 H i Ill 1 1 Ill I "i I � 4I)III)II 1 1 , I I . I I I T : I ff,YU= 'U" BACK I I jil] I I!j ; a 1.1 11111 1 I i I , I I � id I j I I __ f""""""' L_ ,� 1�,l 11 ITH: I - � I w I 1 M $pmmsl 1 , ; , .----. . . _____ ��_,�__..;__ 4 _Z_4 LI-1,11-16 , ` 1, � I, w 1; 4.1 11111 !1 I Ill I I I I I I �41 Ili I , _� a , , � L IT I I � 4 1 Ell L I. ` I : i LOY SHM 0 . , - .= - ____r __ - .I--- - __ I - L , FOR M,. - - - - I VI " - - , . __I� = � ,Aw-RE i ,P) �PCN SEE SCHEDULE I - -1 M � � � � --: SEE NOTE - BELOW, . 11 - -;��-v III, - "%&Y - 0 i---,."` . - . i - jUTE 3- - I- -12- � - I .. i I . I 1/1 I I I.- TA . I , o- - - - - 1 3�_ `--� j-,M'%w) - I f I I a- I WISWN� �. � N PAVEL's END UP, ��,,�. ,- , 1, -, : (Er I To i I V. ,,a I 1 1 , - � fi I ;ze;� - 150' - ue� Iii .�MCLOP.1� .1E1 .0�. 'L . M r LOCAT , k/ Hamm EDGE - L __ __SMQ` SEE SETTIORS DIN SHOT 2a SCREW-'. M.L AMI"folelE OR 10, /2. I T/r 5 , lk " A I . - -1 I .2 1 L I I - . ,,, TO BE INSTALLED AT I I '_ KILT & TO c000. � �" 1 M. ,Nsi I I TO i 0- ; 1711* INTERIOR PANO.S_,,_ ; TvM �� ! EVEST Oi : 11w - : GROW " "M I 1-1 ],,1:11 - . _____ _____ __ .",��"" L' - _%1.1 I ��- I . i I i 1x%A.p i ZI. 1, - � I - - � < >-- - - - -1 - 4 1 K�r I 0-0- OR ./O@-O tl � I - Cn 11 . I � . ,-' *0.06* .3 I LAST PANEL 0 TO BE LIMSTIALLED AT T!AO" BE PRO17M E i -�� -- -1 , t,* ; TIQN FOR SERIE� OPENING SIOLL ALWAYS I ON F-0, 8 ME I 0 I REAR HANDLE TO fAC9AAW I - . i ! ,-, I � I I �, , ; =T9 I I I I I TYPICAL ELEVA 2QOQ REAR HANDLE TO FACILU, TYPICAL ELEVATI : IF PITENDED TO BE INSTAU-0 FROM : - I /I �: - -.!-- - ! - - _____ - ; § 1 ;1 ____L1 _ _.. _11'.... � 9f i 9 -6-0 , ��- - , >-�-,�� 125' h I i in, - i IF WMINDED To BE lNISTALuED - � 1 INSIDE or STRUCTURE- I I I Itl ----,v I - _X , Id PANEL 111 SISIEM � I ! - - - i I % , I I � - - INSIDE OF S E-Z HANG STO M PAL N I 1 SYSTEM §§ I -� I _____T - - � . "' D2,50- '-� - - I i SCALE 313r - I' I SONE "13r - I - I I; I . I I _�11_ _____k__L d ; I I N i I (D L) /' '. HEMMED I- - , , . Q- 3,750' i -1 i - i g".-,-�-7,.i ! i I . 11 � I i 11 .1 I 1 �1/4' Wu. GAP ,/,* - GAP r-1/4' Mm W 114. ft� GAP -I- 11 I i : = I I 1 �3 � I P, . /11� - . -A !h j . � i I ;1 .11 � I i 1 p F, Z, I a " - - . - - I i I I I ,� I p =3 1 , ),--/ 7`7 7 7 7 I '\ / I . ��' , I, I 0 . 111,_,,.�,, I � ir.s'-) r, I ! , -, , I - ,,��,,�`e,'; ,�,_�; 11 14 1 ISOMETRIC VIEW DEIAIL .00 2.060, �1 -Z 1.z \ N�/ \_/ \_/TL1_Kz_ \--/- NE I . e , :1� I a I , I . ; I �� I I ' ' ", i 0, i I$- I ,�!I,, 4 i C -0 " END LIP Ill HEM ED EDGE- 150 1, - � I- I I 1�1 : , - ��, � ROUNDED CORNER 0 ENDS OF PANEL'S 5' , I elf, V_ @ */ OR *10 (g). Q) I SECTIN 6- _" ;\,-, 2ginit � , � ".4 T! =. .1j I _,� - LL . - � � i � I I ii SEC119N A- 4N , 11 - 1-11 ; � 0 * __ i� t I L________._____ I I I =-,-. I - , : � i i �', ,� Wz%� *X/ .- �-� I '.� 1 4 __7 3 C (NT.S)" ; � I I i -i 26, . I' hm � so" 31w - I, I : I . I , � I ,,r ; I 11 L_ I I ,, *��111111 , - - � I I 42 I i , ;,-', - - Pe "I j I � SOME 3/v* (1) DEFINITION OF SERIES TOM: E - 2 HANG STORM PANEL, SYSTEM CONSISTING OF PANEL . _1 im 1" , � @B, I I I � "I . -2,1)00'---J R.Z - - I- M__1 � I - uglEs TRACKS AT TOP & PANEMIATE PLUS OR IS! LONG 11 q.'I ,I,- I 1 4 IXteDWIT � 1. I/I.Vi=- n BOTTOM W/ PANELMATES, � �-` Z" 9PNM 11 LOAM FANEL SYM CONSISTING OF PANEL � "I - I L��,W�� .C, . WPA, - I j , __ t I " I V `1�1 , I , Z, , - " ./7 W/ I CIO 7. 0), DZMMQN_Qf�SERL'x�� E - 2 HAND S M t, No ii - I I I .T . *M I GO to, - , .=�-�o�� ,",� W4� ,��k;- ... 1, WNG". ERW � I I I , - r , --� I I (�) .j!__Tj= . rq��p To I - i (1) 5"Nox.) ALUM, ANM (2) ED PANELS SliALL ALWAYS BE CONNECTED 10 90770M TRACK OTH ISE A STOP MR / �- 1� : I 11 "I L SMate"104NECTE", To ,xvv Ana...- OF _ ____ IF �11 _! ---- �_ _ , - _U"�, -�,!--.azn- ��,----, 0 a) Co,nl. TRACKS TOP & BOTTOM, (2)+ END PANELS SHALL ALWAYS BE C" W. ,I � MULAN",'I /�� ",,� = -_r - ,,, (�) Mg 2' ./ " \ I I/-, �11IDE SHALL BE PROVIDED AT TOP OF SUCM PANELS. ' "'IT ' " ' "' "', - _', �AOX N�N`P`M I � . VU . 6 it Ir *IIL - 11i' - - TV .'/?. 'EPT AS rsw .. 2 -16 Alurn. ALLOY WIND NUT OR 144;0-20. MK III UM TIASIXED 'NO " - moyNTING INSL �,=�* / 1 --,o _ TVI 00YOT04 I- Cn C4, A 6061 'L -I f- (3) %� ARE CGNI1,E/1M,,E TRACK, C�O/N4 3) ELOW)� t 125' IF END PAN/, .S. W y �EC-RGN SHAU CONSIST OF DESCRIBED ON 0 J ;, ipTlO11 1 1/4, -20.3 2 WIND NUT OR I 4 fty4' Min THUMBSCREW . 111100TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY I AT EITHER OF Two (3) FOR CASES WHEN END PANELS ARE USE JKANTLY / . EXTERIOR FLAT FLANGES OF ENO PANEL IN .�,S* 1-0 (p AT WALL _MOUNTINGL Lffim , = - - ELQQR 1Q_Qf1UNA_WJMNfL JMST, BUILD -Ma M M ON " .� q, (tWUT ENO PANELS ARE NOT CONNECTED TO K , STOP BAR 0 - "t I? " I 1 I BE PROVIDED AT TOP OF SUCH PANELS, I .wU951, 1 (4). IN CASE THIAl END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR SCALE it/S.I- usmo-A! IS LY USEDIAT (4)� FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY w1w/', ! i --Ai) 3A-, SCALE 5/8-, fn I - ON TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING UMATES. ONE INTERIOR PANEL - �__ 51 I. d) I L. i i ,E (3) ABOVE- IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTI OTTOM ATTACKING BOTTOM TRACK TO WALL w a AT UP v; %07011"", '".."11,4, USINGTSPECS NDICATED ON no � s`NcT`C-"0`4 AND W-014divi 1. I 77:�_11 ,I To Sto TOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMATES F No ING SHOWN ON ELEVATION AND W1 - r - I - -10 -1, "'At Ik T, -*A T'P .01 Al� - !1,1/' . "", . - - ,,, ,�,, � ........ . "'U011114t,"'F, NOT NEED TO BE rONNECTEC STALLED f IT - ON _11AiI7 n fi�..` EN ` � I I !I- r %. 1� ,sp Tj - ,, \Nr, si%��1� ,x.�t� N. Q;;?,�, SUCH THAT ADJACENT PANELS M - LEFT & PONT SIDE OF OR PANEL) RAVE �il : ( , , THEIR OVERLAPS RETAINED BY 0� ,8- - � - . -_ - 8 !I 11 0":. * I 5) SEE SECTION V, 3' & 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25- Min. EDGE DISTANCE. FOR TH V g,� 11 4 � 1 7 , OC Fill F "IN, , !Sj_kLM-R = _TR_ACII_ - i S, LLJ I i i 1 '055' (T,., lr�� , L.X 1. -MOB", - I = 50- , 4 , 'TI, , M X, r t - PAN -i IF - - ti ., (Ili I - I SCALE i ; , ... .�. - - _ - __ I z : III ... :E , - I - . �, .. �� I = . S .441 '. = -. , 0.44167 - = " 'L �� I__L====j] 67 ` s If-, I I M ,q) . ..., , S '..!�) , �� \yUN " i -J *: . - FLORIDA BUILDING CODE (High ValoCify Hur cone Zone), ;� 1. I- FLORIDA BUILDING CODE (High Velocity HIM cane Zone), . 1 Nz CAN ILL E *. : � . FLORIDA BUfLDIN city Hurricane Zone) L i : * * - - I 0 Top A BOTTOM MOUNT, - - = G CODE (High Vale I L I __ = I 7. f ,A, COMBINED I, MY eAT To TILT ANY ." 3 � < 350- - .- '. � TATE OF -'�.� 1 uILIao mlom, INC 20 GAGE GALVANIZED MEL STORM PANEL FP Z : .= I&TOW. � F.P i INSTAI-roo - . = PZIM,I "Eco, - fpLe, � �J, No, 4 167 " = 20 GAGE GALVANIZED STEEL STORM PANEL , I \ - I %'jI'--. STATE Of .�7 f 20 WE GALVANIZED STEEL STORY PANEL = 1 - ON" In, = . De'" � ., DMO -3, M_____j _ - , - = ,----�. - - In. A - I .'� 0; . A - - *: _,., . - , - � . i _ -% - GLOBAL PROTECTION PRODUCTS, LI.C. `K"`/`e`A __ int.,2020, 'zp*4_ 1�____Iz� M. --.--.-.--1 , i g � , , ' �� <5 F .*Q� z nkn� ___.__ � � � TATE� 0 3*x3,(m (�) STOP BAR �, . S/; 1�x GLOBAL PROTECTION PRODUCTS, LLC. ____ __\ GLOBAL PROTECTION PRODUCTS, LLC. -72;/� DETAIL I YEA-X I z ?�, ORIOQ LL� --., ;-6; - . . , 411.4�_ ____ �Itl ST a ,�L' .") - SCALE: 1/2' . 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L_ _J_ I agm,ej gj -I ; -11 I - I , I - I - 1=2-1-112i "41 I t I I � __ - PUYW04� IT 01 . _. a ±----Z± =_ a - I I I I I I SHEET NO, SH 1.2 IN51ALLAIION DETAILS FOR OPTION ;02 FQR LIFE SAEEIY STORM EANEL SYSIEM INTO EX151INQ 2!2URED CONCRETE OR CONCRETE BLOCK STRUCTURES 11/44' TAPC ANCHORS 1,'4' TAPDON ANC44ORS a IT, D.C. , LL_ O.0 I , �, , -11 POURED CONCRETE 1� � ., ,- OR CONCRETE BLOCK ��- , .11 li - I � - REGUIRM I I 1,(�'. 1APCON ANCHORS ! I . 0 9 cc. .- __ -f , (2 : CONT. G I F 1i �� 9 q gs '. I . POURED CwwE OR CONCRIETE BLOCK REQUIRED z f, i INSTALLATION DETAILS FOR TIQN 02 FOR LIFE SAFEJY S,T0_ M PANEL MUM , INIQ EXISTING POUIRED CONCRETE OR CONCRETE 8LQCK STRUCIURE5 1/4" TATICON ANCHM'S 1�'4' TAPCON ANCHORS 1/4' TAPCOk ANCHORS - __ 6 a. O.C. .._ � _ 4) 9 . 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V470 SPACING FOR INSTALLATIONS ROD ill= NIPTOI, FRAME Buxom - Anavixt W14M (K4 ,, ,,NW11 AN04DR SPACINGS AND LITHO" ._ EDGE 06TAW-E ARE INDICATED ON THIS 3 SCIIEDUUE REDUCE ANCHOR SPM 0, T_=11 __i SCHED FOR CO. LM THAN 00"TED IP= �- Fm) waTINYWIL spAtAic smoft ON SCHEDULE Amie. EM am wallm fA" BY THE FOLLOWING FACTIM FOR THIS OPMTOW TO BE POSSOLF REDUCED --- ___ , I'.. J0 - ____ - SPACING OBTAINED USING FACTOR=INDT -. I r - RE LESS THAN NiNww SPACING 41 --,-- --- '� - ------ FOR Okc. ANCHOR TYPE ON THIS SSCHEOLUE -, - -- ----- �- _,_�r_ ___ I . � 3 ,�� t - __" A . � POURED CONCRETE . � :, %:`� ? POURED OUNG, OR CONCRETE - 4CRETE . , OR CONCRETE " I BLOCK REQUIRED f__C - - � �, SLOC. REQUIRED --c Ji - , - 1/4' I - .1. ,/,. , .. . I I 11 ! -Y-?L - - - _� � �, M 1 4Rm . . . � r ---- -- - -1 "' ED '__":'_'*' , 11 " I - ' -I. 'F. D. � E.D. 11", : � � . . , , I I I � I �,��,,,k� �� . : " *��',',',.t�', " ,, 1 � I " 1. 1 I -_ "" , ' ". I I � I IT � I � S. I I � . � I I I I - scit-KIN . : � . 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W/, i�i' , . � .1 I i � �i 1, I .. lI.EAD11EC_ %Ir MITION i e � MIN' TMREADEO PENETRATION I I I AT MJOVAD70 OFPPLATE 1 : AT MOVO7M or PLATE 1, � I I z , � -, . - I � - L 1, �_ __ _ I - _. L I , L , � LINTINO INSTAUMON 9WHIM INSTA Amobf a" 0l't"AILN"No", 915 � Ij A MR a ,14� , �A, lWiNs, REGULAR PANEL . � .... 1. " a SCALE 3/8-1- A"!i�-"LEN&'*`, -�;;,*, SCALE 3X. I - FLORIDA BUILDING CODE (High Velocity NUT cone Zone)l ______,_, - " o 44 * ' �- NN' If *-.,* A NOTES ---: -` 14 ot4 41 61 " S M" ALUM W_ Pp I ' . 20 SAGE GALVANIZED STEEL STORM PA14EL 1� #45TAUATIONS ARE ONLY VALID FOR BUILDINGS WITH AS%D� DES" LoAGSE = , * . * E -�-_-, DIMPY1 &� � * - * ��_ -' UP TO +55�5. -72.0 PST AND PANECS LENGTH UP TO 8' r S ATE Qt-- � - ------------- I - . r7�1_ , , --- - �, % ,'. S ATE Qi�__ _�-_4_ , - _ - GLOBAL PROTECTION PROOUCTSe LLC. ' '.,,. or'ji�... 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN . .;� TTLuP!*"_ - , , z PINE No 2. W/ SPEC'M DENSITY OF 0.55 OR EQUAL �a% a Ro - , -- _. ITT 1�k�� - ... 11 - *` . TORINO & ENGINEERING COMPANY DAVE FL =11 20-176 ... ;- - III, , - _4= . .1. PHONE Ve"IYUP-71H". FAIL (65,MIL-87,71 - .. . � - _10AI.- - - alkeevc Ne,. _#lon, it ,'ot-VOT, �fq-q,ft/�VZTE CA- 19 W&TER X.. - F - -1. '. I f I __ tu�� , , HP. I ;, 1 - I F - I . I - i - .... I I POURED CONCRETE OR CONCRETE owd REQUIRED r I - fi- 11 I II I I i - F I 9 � 1�t ,9 'u r � �_ � I t:',w'r,777 I -, : - �3_ ", � �. ELO-' .,: ; i , , I : � ::��' I L I , I , - � � *!_11 � - _-, I � �j . ; - - 111,4ZIWO PANELMATE PLUS WY � 0 � 1/32, WIND NUT ws"Efir � 0 6 I/.- CC, . POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATM SECTION SA 0 REGULAR ?ANEL SCALE 3/a'- I" SEE SHEET 19 & 20 FW ANMW I TYPE A, Airmail Tow: ___ 1/4'I, - _kik Ilf-le SPACING FOR TNDujUO* I= WOW - TNN:ON � 'A'im0f. FRAMIC RUILDINC, 4, AtKNOR V- 01) 3 1 WNW ANCHOR SPACINDS 00 = (H') b � CDGE OWANCE ARE R97OICED 01 _ oe,_ __ ___ SCHMU FOR ED UEZRIA" INDICATED ON M. -.4 C.) 3 3 SCHEDULE R ANCHOR SPACING BY M " MULTIPLYING SPACING SIX" ON SCHEDULE Xceft ER Box WON* - w THE FOLLOWING FACTOM "OR THIS OPERATION TO BE POS39.1, REDUCED . I I --ILI?' __ , ___ � SPNCINT� OBTAINED USING A.VTO§ SHALL NOT _ � _ _ IT ,,�, - BE I= THAN, WNTANUM SPACING MOM - -1. - � - - FOR EACK ANOTM TYPE M T-tt SCHEDULE r � . __ - s 11. I -11 I 't�l : � 11 , ,� '114, rc , �� , wx , - I � , I - . � - I , 11 : I U_ �_ I , ; I !, ! 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FOR A WIND SPEED AS REQUIRED 13Y THE JURISDICTION WHERE TH ST LE NO fMBEOMPUT "GO ANY FINISH MATIERAL SH&L SE PERMITTED. S4SE SHUTTERS WILL BE IN AN 0 FOR A ORECTMAUTY FACTOR KfJ-OBS_ USING ASCE 7- LL NOT EXCEED MAXIVOM (kM 1/4 0-20 SS SLIEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY TINISPI MATERIAL EXIST) 10 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 It ZE. TENTOACE 3/4- INTO ANCHORS, IN ORDER TO VERIFY THE ABOVE CONDITION, UIMMATE DESIGN WIND LOADS DETERMINED PER ASM 7-16 SMALL, BE FIRST RLOUCED TO A,&O, DESIGN WIND LOAD$ BY MULITPLYING THEM BY 0.6 IN ORDER TO 8-3) IN CASE THAT PRECAST STONE, 04 PRECAST CONCRETE PANELS BE POUND ON THE EXISTING WALL. 10 COMPARE THESE W1 MAX, 6kS,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SH41 BE LONG ENOUGH TO REACH THE MAMN STRUCTURE BEHND SUCH PANIELS. ANCHORACE SHALL BE AS MENTIONED IN 8, I) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND WHORS ON `P4TS PE,D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS N01 USED IN IMER ANULYS& FASTENERS SPACING 70 WOOD K0,_1 SEEN DETERMINED IN ACCORDANCE WITH W.DS, 2015- (C) ANCHORS -94ALL BE IWALLEAT) FOLLOWING ALL OF THE REACOMMENDAIONS, AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURCIT STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIF151) IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT III 2032. AS PROTOCOLS TAS-201� I 1 a SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF T44E STRUCTURE WHERE SHUMR TAS-202 AND TAS-2133, IS TO RE ATTACHED -10 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONIX RE ATTACHED TO CONCRETE. BLOCK I Z THIS SYSTEM KM BEEN DESIGNED TO BE INSTALLED ON THE OUfTSQE or THE OPENING ACCESSING 1HE OPENING MEW THE OR WOOD FRAME SPAWINGS I INSIDE W/O THE USE OF A JAGGER OR LIT-T THIS APPOCAInOel 15 VNJC WHEN INSIALIATTON r. INTENDED TO RE PERFORMED 12� THE INSTALLATION CONOWTOR IS TO SEk/CAU1_K ALL SHUTTER COMPONENT EDGES WHICH REMALN IN CONTINUOUS FROM THE INVDE OF STRUCTURE. CONTACT WITH Ti4t BUILDING TO PREVENT W;NDi INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI AROUND FULL LEN67H, 3. SERIES TOM INSTALLATION IS APPUCARLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN i'NSTALPATION .5 REQUIRED 10 aL PERFORMED FROM T14E W51DE 01' 5RUCTURE. 13 S�FORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 11PAWINC PLUS 94Y BUILDING AND ZONINC. 4, SERIES 2000 INSTALLATION IS APPUTAW TV SINGLE AND DOUBLE HUNG AND HORii SILMERS. STYEE WINDOWS, WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INVALLA71ON IS REQUIRED TO BE PERFORMED MOM T14E INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM. INC. E - F HANG STORM PANEL SYSTEM- 13 PAIEHT PEN!". 5� ALI. ALUMINUM EXTRUSIONS TO BE Goli ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 1 5, JO) THIS PROMICT EVALUATION DOCUMENT (P.ED�) PREPARED BY THIS ENGINEER I$ GENERIS AND DM NOT PFMOf- INFORMATION FOR A SFIT SPECIFIC PROJECT; I., WHERE THE SITE COMORDON-_ "TE FROM THE P�E�C, 1 6. AJU ALUMINUM SHEET METAL USED AT CU)FURES SHALL HAVE 3105-MI4 ALLOY- III) CONTRACTOR TO K RESPONSIBLE TOP THE SELECTION, PURCHASE AND INSTALLATION RIMMING UVE SAFETY OF 7. ALL STEEL SMELL METAL PAINTILLS, SHALL oIAIVE STRUCTURAT- QUALITY STEEL, ASIM A-063 GRATAL _% Min�, GALVANIZED MEL THIS PRODUCE BASM ON THIS PLO� PROVIDED HE/SHE GOES ROT DEVATL PROM T41C CONDITIONS DETAILED ON DES40NAT" W/Fy- S&S "I (AFTER ROILLEO,1� THUS DOCUMENT t0fTSTRUCTION SAFETY AT SITE IS THE CONTPACTICIVS RCSPOHSifip.ffy� IT ALL SCREWS TO HE STAINLESS STEEL 404 OR 116 IN& SERIES OR COMMON RESISTANT MAIM CARBON STEEL AS PER, DIN I.) THIS PRODUCT P_VALUATTGN DOCUMENT WILL BE CONSIDERED ;NVAEO IF LiCiATTED, 50018 W1 50 k8i YIELD STRENGTH AND 913 W TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,114 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MU 9. BOLTS TO BE ASIM A-307 GALVANTZED STEEL, OR AISI 304 SERIES STAINLESS STEEL. WITH 36 Kp MINIMUM YET,D ", ENCIM, BECOME THE ENGINEER Of RECORD [E.O.R�) FOR THE PRWECT AND WHO WILL BE RESPONSIBLE FOR TmE PRELPEFk USE OF THE: PE,D. ENGINEER OF RECORD. ACTING AS A DELP-GATED LNIONEER To THE P.E.D. ENG,iNEER, SHALL 10, ANCHORS 70 WALL SHALL OF AS FOLIDWSZ SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS 'OR. REVIEW (A) 10_=5�1"am_ (0) THM P F-D, SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - �/4141`,TAPCON ANCHORS AS MANUFACTURED BY IT W BUILDEX. INC. (MIN- t'P-3192 P�ILL') RECORD THAT PREPARED IT I- /4' X 7/8' CALK -IN ANCHOM AS MANUFACTURED BY DIEWALT INC. (MIN, V-3000, ;,�PQ 10. STORM PANEL MANUFACTULREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN I I I - I 0 PANILIIIAE L 11111 TO 8k 1.nMAXIE ILUI ANCHORS, AS MANUIACTURIEG 11 ILCII CONSTRUCTION PRODUCTS ACCORDANCE WITH SECT" 1709-5.3 OF FLORIDA BUILDING CODE ONE LABEL. SMALL BE PLACED FOR EVERY OPENING (flb`i'M PT'Ll) LASEUNG 'TO COMPLY WITH SECTION 1709,91 Or THE FLORIDA BUIL04NG COOE_ AJ) MINIMUM EMBEDMENT OF TAFCON ANCHORS INTO POURED CONCRETE SHAJ_L BE 1 3/4- AND 2- FOR PANELMATE I . FEMALE 10 & PANELMATIC PLIUS. ) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* CAL15-04 ANCHORS SHALL BE IS ?/B' 114TO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED- 1/4' o-20 SS SIDEWALK BOLTS USED SMAL, BE LOND ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS, ,0,�!Ivtossq" , - `� A,I) IN WE THAT PRECAST STONE, , CRETE PANELS, OR PAVERS BE POUND ON TH EXISTING WALL OR / ". 4 I ss , , PRECAST CON E ,�� - T� ".4 - FLOOR, ANCHORS SHALL REE LUNG ENOUGH TO REACH THE MAIN STRUCTURE K�INO SUCH PAINTEUS� ANCHORAGE SMALL 421- , 'VkGEN,� %'Vl; BE AS MINIINED W A 1) AND IN 44)� . , ., e %._ i� I ' s � No. 44167 " = kD) MD_2Tj&aAQN0M_M&1iL_� z *: = = : * : = . � TIT _z - 1/4- 9 TAPCON ANCHORS AS ILANUMILLSED 6f 4TW fiVi INC. Z; - _ __ - Z FLORIDA BUILDING CODE (High 6iocity NUT cone Zone - - 0 X - CAUK -i5W p,%.I,) %, �!V... e " . -7- 1 -, ,---, r P - . , . J;/4 7/8 -TN ANCHORS, AS MANUFACTURED BY DEWALT INC (Em ip- . '01, . 20 CAGE GALVANIZED STEEL STORM PANEL 4-10 PARELMAIC FEMALE 0 AND PALATELMATT! PLUS ANCHORS. AS MANUFACTURED BY ELM CONSTRUCTION 11 I - - DRAIIN BY PRODUCTS (V-2071 1P.A.) C, " . ;��, - 7/24/w4t. .... .. ____1:'1ft,i , - , / 111LIE 0 IN, \ GLOBAL PROTECTION PRODUCTS, LLC. " � -_ ell , * z I&M S.. .41 5RIECi I RUTH TvaiNa * ITHOINLICONG COMPANY D.Iv_ I'L ZLXiI`R,s,;WB_,w 1� ,I-L. 01. PHOW, 0115.)IRi 1w 20-176 . ... - I Im -I-,- _. ' Diel -.1 M_ - P.E MAt"�%_"o.it �-ODCII71 11 - I - I-f - I - __ *AiXLX A� "U" ' I I - ,_ , - � � ruw, J.. j w,eir' - -J--L - - - ;_ _Ami ::�� = " w .1 I _+_ a) a) = Cn -F0 a) -6-1, 1 _0 > = 0 = a) 2 -6-ft _0 L_ C�L 0 Lf = M -0 CL . - -6-l' w a) CD 0 4-, (n -4-0 - C = CU -co Cn a) -0 0 -0 -0 C:) 0 .= a) = L_ - 0 c- = -2 3: c = 0 U_ - �-� "_ CU CC 0 CU C:> > ::D CIO =') " C`� - !;i (n a) L_ -+-a 0- 0- . Cn ,0 - = CU .- CIO O_ R I _0 g < I 0 �- -0 . - U) .1 �� i;- S �,_� _s, �_, = - e .. s S .) S .." I ,;- -M Ln 0- a cz V. .� 0 0 CI_ - 0 4 z z w mi ___ - - � - - r I COMPONENTS EOR, SERIES 2000 & 1QOO E-Z HANG STORM PANELS X/24 a (M NOTE 2 KWWi INSIAL1910 DETAILS FOR �E JU ,2009 AN ANG STORM (SCALE 1/2-t-) 10a - itt IT's.. V/24 11, 1 14'/24 1, W - I/ 1 4 W/ ON W/O & 0 r * ISIX NOE 2 JARLOW) ,- Me,, 2 241111I� V/24 110� . EACH jqv FOR DONCREOT ANCHORS, M I CONME ANCOM T TPEL'�Vr r0a !`:n " PANEL (11), INTO POUREQ CONCRETE OR - reOCREIE BLOCK ,--- ---z,'1SI- , , ___ 0" N, - ,,, - SCHODIRSEWN TV,, ---Y- AT a I* - Min. - Tsm wlDuPt on SHEET , _,. _� L mxgp-- - - - . - _ 15. 1 go- (ICOAL WIDTH ,)'- - - L - - - L 11 . - L _ - - 2250'7 7- 2.59 1'� \ I, ft.- 1�� I' v.; T -F7- ! � � NKNO`Y; `��11 _U: i", - , \ 147 SMJLFM 00100 SCRE , IT SHOT 2A �L L 1 25) �L -J,�I- slks (m %o0NAu RN-1 11 .1171� �ANCNVRI L ____ . 7 - - ' L I gm . ,_ �____ -_ ____ -1 - - 12.500' (EFFECTIVE WIDTH) - - --- - I . - l�--2.25C'= ,i��' - - . . I -) __ - - I � - " 00119 i 40 TatCe'CAMPIPP, 1 "Z�_' - . sietv .) __ L_ soe� 1� 1� I Cn -4-i I I I I f , , ' L , 1, � __T _ � , , , 1111-- - __I - - \ ._�s M-.%") 7\ ��, �e_ in tj;� Wd - - - - - I � � � r I 1 3--��;WVV,w .. - - - - - - - --S 1/4- -- - - - 1� -I I � ,�' 412.-:b - ,/2* [_, T - - �."d - \ \ ,�,`, : I'M !! 1, __� _ I 7� -, �--�-V " W 7L I - 1�3?0'_ --i'ary - - 1350* - 'Sw - I 1 I � * � I I O' �, �p -1 1 "7 __�', , - _,�� ..... I -_ vi;�%d I i 1 � 1 1 1 I i I I I ! I . -, - \ __�� - ,,r / I 11 I , _N I I � z - .1 I 1 i 1_1 ! 1 ip 1 I 1 .� i ; 1 ; � I 1 I . - - __�� 5 1 1 P.We,R ...',"M 11 � � 1 ", __ - , I L I I 1 1 , , 7`!, i �, �� PeOcNoT 11�_ i T -4:0 I , - - Ty, 2.5w 1 i ! I I 1 1 1 I , - �� I ___, i Q75, I I I . . i I i I 1 til f , I i i �,,�� =t==�7 ---- 34- -1 / r - I I - - / , , - -z' 1 .073' -1 T,P. 4 I I i . I "' L � - �__ I .x bw 1 i I I i l � I , I ': ! L _' F _' ' r , ' � I i i I f t i I 1 I 1, j -1,11,\\ I 'i -1 P" I - ",�* I - 41 - - J_ ,. - __ 11 _ - - ; L_ d ;,, ""I �. 1, / -�:t � 3-soo, �1 2L24A' � 2.500" I I _ , _. � 1 1 1 i - , - []_ M i , _�, i I I L ", "I, � 1 � � 11- (1) zw* A - "" ' L .1 � I j i - I � zo� I . 1_� EDGE � 1 I I -_ , L T -_ �, 7, _, 11 1. I -,-,- -f- � 60 x �. - 11� I I - - i - I Ltaw = / HEMMED , - - , I 0 Y, M -, , - , - ' \ . :,; I- - I - / R.Nl� I (END PANEL) DO, � , P I I (. � I I (1w P ( W T _wM00; _��) I "I i - P��! -I �, � ___7 � � PANEL) IN�q L I . I - i Z / "TUL , � i �j Sir NLI L 3. . BELow I I I i t 1 1 1 I 1 1 1 1 i i : i SEE KOM 2. 1 . W-DY SITE NOTIE 2, 3. 1 BELOW IS E N?TE . SO.Q � I I I 1 ` i SEE NOTE 2. 3, 4 1 L 1' I "" Y. 1 1 _� __4 .", U) No - ! I ; I ! 1 ; lu�, , I i- \ I . I I I I I _ I I ; ; I BELOW - I N I -+--a , AEV. I 11 -i- I i I '1� I . � , I i I I . � ==4 . I ; I I � . i i I I '_ I a -'MaKr :," -, I 'i '--.?. ...... A 4 . I IT I � 1 1 14 - � 1 1 i q'I 3 i I i 11", �', , GRIDE I _,`=3 �j - . � �_ ------- ====��,_ � I - - _= . ASTIM A . I! ___ _"� ' _' ��P��) IT11"Ti -1 " , __ , 4'- -_� 73 TOO" I G&IAVIIZIET, STEEL. I 2.2.4- ., W IT ,�e >11 -So \ _ _1 - 2. _2 _ , �� I ,.�L" 'L",-, � _t�,E'A' - __ -1�7 1 1 4 1 1 1 _�,_ �I�,,� I 1. � L' \ - � --A- ,.6 1 i� I �'. I 1 14 - - .. - I I I ::� - I ,-- __ I I ,,�,_ I ! � I I . I ; � I I I I 1 i. 1 ; I L �M I ,,� � I TED PANELS Z�, I A V T 60L � i �- - WT, ; I ! .. - ! �1 =) M I I- � I I _ IOLP PANELS W _: ( ! � ! ,� -05 1 �_� rf).� 1 �-fl 11 11 1 T-� (� i i 1 71 -#--a I-, __ I ,� 4 ,-4, , � '' , IT N I - � i I i I � .1 I 1*fJ'e 1 i 1 1 1 I ,/. - I - ___ I- i � � 0 1 i I . I � � .?151 '��- 17 1 , , I , 1 � I 1 1 1 1 1,j 1 1 1 j I � I, . � I—- I i - / \_ I /� I I I � I I I � I 1, ,7,---f � -i5d, I , - - � 'V-2L470- 1�1;1 I I I i I 1 1 1 1 Y. g�.,�/. .., N/ � I I � I - - 6,250- --- - . f -, , I I F I i*' 1 ' � I � 1 1 I ! I I I I., III . __ Q� - � IL ' 1 , i i , I I , , 1 i � 14M IL. i-1--i- _!_01 I � (1) STORM PANEL - 2,470' -- 1 I 1 1 1 1 L � 111 I'll 1L]" 1 '� 1 i _1 11 I'L! ] I J i � - � . I- JiT 1� I 1 I I I I t I I—] Tf f J.'r I �L� 11 -T-- ---,- --7- -1 -------- - I'll, ...... - - T I . , , I j 1 � I � � ! IT I I , ! i i4l � i I ! I , I : I - I I 1 a i i IV I I i I I I I , 1 , � , � 1 1 L i i ___0 0 � - - - , i I � - , , W-ML . � - I 40 , _r_________1T1_ � I I L, - - � L ,,, , -.[ _ - j � �]_ - ., RtElw � I i , I �.! 111.1"LL j , I,JL 40 k �0 I I TL I I I _�T_ 11 > 1 I I '11 ! I I 5 § I I I i 11H 1H 11 H i Ill 1 1 Ill I "i I � 4I)III)II 1 1 , I I . I I I T : I ff,YU= 'U" BACK I I jil] I I!j ; a 1.1 11111 1 I i I , I I � id I j I I __ f""""""' L_ ,� 1�,l 11 ITH: I - � I w I 1 M $pmmsl 1 , ; , .----. . . _____ ��_,�__..;__ 4 _Z_4 LI-1,11-16 , ` 1, � I, w 1; 4.1 11111 !1 I Ill I I I I I I �41 Ili I , _� a , , � L IT I I � 4 1 Ell L I. ` I : i LOY SHM 0 . , - .= - ____r __ - .I--- - __ I - L , FOR M,. - - - - I VI " - - , . __I� = � ,Aw-RE i ,P) �PCN SEE SCHEDULE I - -1 M � � � � --: SEE NOTE - BELOW, . 11 - -;��-v III, - "%&Y - 0 i---,."` . - . i - jUTE 3- - I- -12- � - I .. i I . I 1/1 I I I.- TA . I , o- - - - - 1 3�_ `--� j-,M'%w) - I f I I a- I WISWN� �. � N PAVEL's END UP, ��,,�. ,- , 1, -, : (Er I To i I V. ,,a I 1 1 , - � fi I ;ze;� - 150' - ue� Iii .�MCLOP.1� .1E1 .0�. 'L . M r LOCAT , k/ Hamm EDGE - L __ __SMQ` SEE SETTIORS DIN SHOT 2a SCREW-'. M.L AMI"folelE OR 10, /2. I T/r 5 , lk " A I . - -1 I .2 1 L I I - . ,,, TO BE INSTALLED AT I I '_ KILT & TO c000. � �" 1 M. ,Nsi I I TO i 0- ; 1711* INTERIOR PANO.S_,,_ ; TvM �� ! EVEST Oi : 11w - : GROW " "M I 1-1 ],,1:11 - . _____ _____ __ .",��"" L' - _%1.1 I ��- I . i I i 1x%A.p i ZI. 1, - � I - - � < >-- - - - -1 - 4 1 K�r I 0-0- OR ./O@-O tl � I - Cn 11 . I � . ,-' *0.06* .3 I LAST PANEL 0 TO BE LIMSTIALLED AT T!AO" BE PRO17M E i -�� -- -1 , t,* ; TIQN FOR SERIE� OPENING SIOLL ALWAYS I ON F-0, 8 ME I 0 I REAR HANDLE TO fAC9AAW I - . i ! ,-, I � I I �, , ; =T9 I I I I I TYPICAL ELEVA 2QOQ REAR HANDLE TO FACILU, TYPICAL ELEVATI : IF PITENDED TO BE INSTAU-0 FROM : - I /I �: - -.!-- - ! - - _____ - ; § 1 ;1 ____L1 _ _.. _11'.... � 9f i 9 -6-0 , ��- - , >-�-,�� 125' h I i in, - i IF WMINDED To BE lNISTALuED - � 1 INSIDE or STRUCTURE- I I I Itl ----,v I - _X , Id PANEL 111 SISIEM � I ! - - - i I % , I I � - - INSIDE OF S E-Z HANG STO M PAL N I 1 SYSTEM §§ I -� I _____T - - � . "' D2,50- '-� - - I i SCALE 313r - I' I SONE "13r - I - I I; I . I I _�11_ _____k__L d ; I I N i I (D L) /' '. HEMMED I- - , , . Q- 3,750' i -1 i - i g".-,-�-7,.i ! i I . 11 � I i 11 .1 I 1 �1/4' Wu. GAP ,/,* - GAP r-1/4' Mm W 114. ft� GAP -I- 11 I i : = I I 1 �3 � I P, . /11� - . -A !h j . � i I ;1 .11 � I i 1 p F, Z, I a " - - . - - I i I I I ,� I p =3 1 , ),--/ 7`7 7 7 7 I '\ / I . ��' , I, I 0 . 111,_,,.�,, I � ir.s'-) r, I ! , -, , I - ,,��,,�`e,'; ,�,_�; 11 14 1 ISOMETRIC VIEW DEIAIL .00 2.060, �1 -Z 1.z \ N�/ \_/ \_/TL1_Kz_ \--/- NE I . e , :1� I a I , I . ; I �� I I ' ' ", i 0, i I$- I ,�!I,, 4 i C -0 " END LIP Ill HEM ED EDGE- 150 1, - � I- I I 1�1 : , - ��, � ROUNDED CORNER 0 ENDS OF PANEL'S 5' , I elf, V_ @ */ OR *10 (g). Q) I SECTIN 6- _" ;\,-, 2ginit � , � ".4 T! =. .1j I _,� - LL . - � � i � I I ii SEC119N A- 4N , 11 - 1-11 ; � 0 * __ i� t I L________._____ I I I =-,-. I - , : � i i �', ,� Wz%� *X/ .- �-� I '.� 1 4 __7 3 C (NT.S)" ; � I I i -i 26, . I' hm � so" 31w - I, I : I . I , � I ,,r ; I 11 L_ I I ,, *��111111 , - - � I I 42 I i , ;,-', - - Pe "I j I � SOME 3/v* (1) DEFINITION OF SERIES TOM: E - 2 HANG STORM PANEL, SYSTEM CONSISTING OF PANEL . _1 im 1" , � @B, I I I � "I . -2,1)00'---J R.Z - - I- M__1 � I - uglEs TRACKS AT TOP & PANEMIATE PLUS OR IS! LONG 11 q.'I ,I,- I 1 4 IXteDWIT � 1. I/I.Vi=- n BOTTOM W/ PANELMATES, � �-` Z" 9PNM 11 LOAM FANEL SYM CONSISTING OF PANEL � "I - I L��,W�� .C, . WPA, - I j , __ t I " I V `1�1 , I , Z, , - " ./7 W/ I CIO 7. 0), DZMMQN_Qf�SERL'x�� E - 2 HAND S M t, No ii - I I I .T . *M I GO to, - , .=�-�o�� ,",� W4� ,��k;- ... 1, WNG". ERW � I I I , - r , --� I I (�) .j!__Tj= . rq��p To I - i (1) 5"Nox.) ALUM, ANM (2) ED PANELS SliALL ALWAYS BE CONNECTED 10 90770M TRACK OTH ISE A STOP MR / �- 1� : I 11 "I L SMate"104NECTE", To ,xvv Ana...- OF _ ____ IF �11 _! ---- �_ _ , - _U"�, -�,!--.azn- ��,----, 0 a) Co,nl. TRACKS TOP & BOTTOM, (2)+ END PANELS SHALL ALWAYS BE C" W. ,I � MULAN",'I /�� ",,� = -_r - ,,, (�) Mg 2' ./ " \ I I/-, �11IDE SHALL BE PROVIDED AT TOP OF SUCM PANELS. ' "'IT ' " ' "' "', - _', �AOX N�N`P`M I � . VU . 6 it Ir *IIL - 11i' - - TV .'/?. 'EPT AS rsw .. 2 -16 Alurn. ALLOY WIND NUT OR 144;0-20. MK III UM TIASIXED 'NO " - moyNTING INSL �,=�* / 1 --,o _ TVI 00YOT04 I- Cn C4, A 6061 'L -I f- (3) %� ARE CGNI1,E/1M,,E TRACK, C�O/N4 3) ELOW)� t 125' IF END PAN/, .S. W y �EC-RGN SHAU CONSIST OF DESCRIBED ON 0 J ;, ipTlO11 1 1/4, -20.3 2 WIND NUT OR I 4 fty4' Min THUMBSCREW . 111100TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY I AT EITHER OF Two (3) FOR CASES WHEN END PANELS ARE USE JKANTLY / . EXTERIOR FLAT FLANGES OF ENO PANEL IN .�,S* 1-0 (p AT WALL _MOUNTINGL Lffim , = - - ELQQR 1Q_Qf1UNA_WJMNfL JMST, BUILD -Ma M M ON " .� q, (tWUT ENO PANELS ARE NOT CONNECTED TO K , STOP BAR 0 - "t I? " I 1 I BE PROVIDED AT TOP OF SUCH PANELS, I .wU951, 1 (4). IN CASE THIAl END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR SCALE it/S.I- usmo-A! IS LY USEDIAT (4)� FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY w1w/', ! i --Ai) 3A-, SCALE 5/8-, fn I - ON TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING UMATES. ONE INTERIOR PANEL - �__ 51 I. d) I L. i i ,E (3) ABOVE- IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTI OTTOM ATTACKING BOTTOM TRACK TO WALL w a AT UP v; %07011"", '".."11,4, USINGTSPECS NDICATED ON no � s`NcT`C-"0`4 AND W-014divi 1. I 77:�_11 ,I To Sto TOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMATES F No ING SHOWN ON ELEVATION AND W1 - r - I - -10 -1, "'At Ik T, -*A T'P .01 Al� - !1,1/' . "", . - - ,,, ,�,, � ........ . "'U011114t,"'F, NOT NEED TO BE rONNECTEC STALLED f IT - ON _11AiI7 n fi�..` EN ` � I I !I- r %. 1� ,sp Tj - ,, \Nr, si%��1� ,x.�t� N. Q;;?,�, SUCH THAT ADJACENT PANELS M - LEFT & PONT SIDE OF OR PANEL) RAVE �il : ( , , THEIR OVERLAPS RETAINED BY 0� ,8- - � - . -_ - 8 !I 11 0":. * I 5) SEE SECTION V, 3' & 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25- Min. EDGE DISTANCE. FOR TH V g,� 11 4 � 1 7 , OC Fill F "IN, , !Sj_kLM-R = _TR_ACII_ - i S, LLJ I i i 1 '055' (T,., lr�� , L.X 1. -MOB", - I = 50- , 4 , 'TI, , M X, r t - PAN -i IF - - ti ., (Ili I - I SCALE i ; , ... .�. - - _ - __ I z : III ... :E , - I - . �, .. �� I = . S .441 '. = -. , 0.44167 - = " 'L �� I__L====j] 67 ` s If-, I I M ,q) . ..., , S '..!�) , �� \yUN " i -J *: . - FLORIDA BUILDING CODE (High ValoCify Hur cone Zone), ;� 1. I- FLORIDA BUILDING CODE (High Velocity HIM cane Zone), . 1 Nz CAN ILL E *. : � . FLORIDA BUfLDIN city Hurricane Zone) L i : * * - - I 0 Top A BOTTOM MOUNT, - - = G CODE (High Vale I L I __ = I 7. f ,A, COMBINED I, MY eAT To TILT ANY ." 3 � < 350- - .- '. � TATE OF -'�.� 1 uILIao mlom, INC 20 GAGE GALVANIZED MEL STORM PANEL FP Z : .= I&TOW. � F.P i INSTAI-roo - . = PZIM,I "Eco, - fpLe, � �J, No, 4 167 " = 20 GAGE GALVANIZED STEEL STORM PANEL , I \ - I %'jI'--. STATE Of .�7 f 20 WE GALVANIZED STEEL STORY PANEL = 1 - ON" In, = . De'" � ., DMO -3, M_____j _ - , - = ,----�. - - In. A - I .'� 0; . A - - *: _,., . - , - � . i _ -% - GLOBAL PROTECTION PRODUCTS, LI.C. `K"`/`e`A __ int.,2020, 'zp*4_ 1�____Iz� M. --.--.-.--1 , i g � , , ' �� <5 F .*Q� z nkn� ___.__ � � � TATE� 0 3*x3,(m (�) STOP BAR �, . S/; 1�x GLOBAL PROTECTION PRODUCTS, LLC. ____ __\ GLOBAL PROTECTION PRODUCTS, LLC. -72;/� DETAIL I YEA-X I z ?�, ORIOQ LL� --., ;-6; - . . , 411.4�_ ____ �Itl ST a ,�L' .") - SCALE: 1/2' . I' r .1 , // - INC "'Ity 4w �. 51 � 11' LONG TILLUT tOVIING * Z0==jftNY ow- VIL 3m" ff"A' Tts""No gOINECILING 0-0 mw� r, =,� IN P,M� LIL' / 'I--!,. ,C,j f Lee, / - - V`__`zl� MAIS, 1 3331- 4" SA, 51 vlew "11� InHIL i PRONo (sL4)w-7sIIi, fAx� I_ytiii , j toll, . 100v�/___ .1 - --- �!vi- - L!V" 1. !H)WW_"Ls1 ra Ga. / T, LTE C -0. 11 C\ 4HKX, �w. 5 STREET . /T17LEC0-._- \ L__L____j ' kAIAL " y I TILLIT TESTING IT CNIMNECANNO F5W� 20-17 . .11'... - .. 6 � ��g,l / _X46. F0. 1".)(11-57,11 20-176 "-!%,. PH`X�, to _M7 20-176 < W63-75 Aturn. ALLOY / M�..'=, ":K='0` - I - - _ MNt - - 1 02 - - P. I - - Nlt� I " P1. wN_/gwIArPiR,/oITE - i.w.111 --!! fT4� `1,,PNN",f�,,jA11FK sF*,aviMT.REM.R Ck-000KITH? L!r!L_1 __111 - - - _�!1�111 -.E SEAki"ATIM/lIATE `�; 219 ��_ E22J. __j .k,rfA & 'I 'in, PL I - - ! , , It JAALISR A, TAX 1k.. r WALTER A, LIPW .� 'I, IS ic _- F - M". L_ _J_ I agm,ej gj -I ; -11 I - I , I - I - 1=2-1-112i "41 I t I I � __ - PUYW04� IT 01 . _. a ±----Z± =_ a - I I I I I I SHEET NO, SH 1.2 IN51ALLAIION DETAILS FOR OPTION ;02 FQR LIFE SAEEIY STORM EANEL SYSIEM INTO EX151INQ 2!2URED CONCRETE OR CONCRETE BLOCK STRUCTURES 11/44' TAPC ANCHORS 1,'4' TAPDON ANC44ORS a IT, D.C. , LL_ O.0 I , �, , -11 POURED CONCRETE 1� � ., ,- OR CONCRETE BLOCK ��- , .11 li - I � - REGUIRM I .- __ -f , (2 : CONT. G I F 1i �� 9 q gs '. I . POURED CwwE OR CONCRIETE BLOCK REQUIRED z f, i INSTALLATION DETAILS FOR TIQN 02 FOR LIFE SAFEJY S,T0_ M PANEL MUM , INIQ EXISTING POUIRED CONCRETE OR CONCRETE 8LQCK STRUCIURE5 1/4" TATICON ANCHM'S 1�'4' TAPCON ANCHORS 1/4' TAPCOk ANCHORS - __ 6 a. O.C. .._ � _ 4) 9 . OC, _ 4 q* cc, POURED CONCRETE X awwlra"E. -I- , ,r= � � - - -1 , 3/32' WING NUT a 12 ,/2- ox, � I - C � I - POURED CONCRETE OR CONCRETE BLOCK REOUIRED ; INSTALLATION SECTION 3A 0 REGULAR PANEL SCAILE 3/8'-!* E-o- IN I I , .,] � �� , , - �L_ ", I � li, __ -%,,,,, � - - � I I ; I,IK`,NIiVKN III - -C 1 I- i5o - a I .� ft ,_ "I 1� �s I III - _ �, �� I I., I i . I I'm i I , I ! ,I I Id , , I , - , , 1� �, I " 6- . V 11"t , I ,, ;I -I!; �Ilm I - i I =ten NUT It - - I I- - I - ,Naw I I : , I- I -1 -11 .1 .. "?, -1 ,r____ - , 11 - � � i I I I � I I I - '_�,;i 77777 ;, , E Y.. , , 1 . , . I : .-I . � cv " . , � � I 11 , " � :: i � 4 -i"', 0- ! I 'k !,�� - - _;_ - - , j � I ", �F=_ �, I '' I 0..I'111'_`W,"1/1=, 1 1�4* TAKON ANCHORS - 6 6 (sr=ox., D W/ STUD) POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING NISTALLATION U01OK-M R LIFE SAFETY PANEL SCALE 3/8--I - sm SHEET 19 & 20 MR ANCHOS TYPE & AIIC"M INK . V470 SPACING FOR INSTALLATIONS ROD ill= NIPTOI, FRAME Buxom - Anavixt W14M (K4 ,, ,,NW11 AN04DR SPACINGS AND LITHO" ._ EDGE 06TAW-E ARE INDICATED ON THIS 3 SCIIEDUUE REDUCE ANCHOR SPM 0, T_=11 __i SCHED FOR CO. LM THAN 00"TED IP= �- Fm) waTINYWIL spAtAic smoft ON SCHEDULE Amie. EM am wallm fA" BY THE FOLLOWING FACTIM FOR THIS OPMTOW TO BE POSSOLF REDUCED --- ___ , I'.. J0 - ____ - SPACING OBTAINED USING FACTOR=INDT -. I r - RE LESS THAN NiNww SPACING 41 --,-- --- '� - ------ FOR Okc. ANCHOR TYPE ON THIS SSCHEOLUE -, - -- ----- �- _,_�r_ ___ I . � 3 ,�� t - __" A . � POURED CONCRETE . � :, %:`� ? POURED OUNG, OR CONCRETE - 4CRETE . , OR CONCRETE " I BLOCK REQUIRED f__C - - � �, SLOC. REQUIRED --c Ji - , - 1/4' I - .1. ,/,. , .. . I I 11 ! -Y-?L - - - _� � �, M 1 4Rm . . . � r ---- -- - -1 "' ED '__":'_'*' , 11 " I - ' -I. 'F. D. � E.D. 11", : � � . . , , I I I � I �,��,,,k� �� . : " *��',',',.t�', " ,, 1 � I " 1. 1 I -_ "" , ' ". I I � I IT � I � S. I I � . � I I I I - scit-KIN . : � . 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W/ _ __j a LIJ 1 1 , I G� L - - ,/ I NUT WASHER I , - � WING NOT WASHER � ", 11 * 12 1/2' 04, I ,� I , I � I (BEYOND) � . , � i � � �� , 44- TAPCON ANCHORS i : ON I I , __ __xi� TAK 4 $/r OC : ORS I 0 4 I/v O,C . , U .- POURED CONCRETE : _ _ , URED CONCRETE OR CONCRETE BLOCK 019 CONCRETE BLOCK REQUIRED REQUIRED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 4A !R Ltff�ANEL SCALE 3/6--l- SCALE 3/8"- 1 " FLORIDA hurricane INSIALLABON DETAILS FOR OPII!DN #2 FOR LIFE SAFETY STORM EANEL SYSTEM INTO EXISTING WOQD STRUCTURES I � 1, J ----- - ___ - -:- �' " 11, " ; r, I -1 *�_� I i �, 11 '] - __ __ ", I - ,� "_ � �11 /I 11, �� I ,- .1� ,�, I -- li� " - -, ,�,, �� i� I - �-r - ; I" �. - I , , I ,�,�_ � � � F T - I � , 1, 1 1�4'f TAPDON 4 6* O.C� _11 I . i I . I t4". TAPOON 0 8" OX, 1, - �, ,� , qi� 11 - W , It � � - __ _ .. I I . PZUIET4 41N� "MED I I 1: � 6/1CX2 �, rich AT WOW �� U N. THREADED " . I I � � I I t! J N'AT WOOD , I I" �� 1, jtl , �/ I � �� HEADER 'i iT HEADER � , , . -, ,, I I � I I , � � , . ��i I � i .. I 4t, 8_3".1.;&r_ 7 1 11, i � I � - - . I I I LL , -1/1. I , I �_ � L 1, i � 1/4 �� , rr , 11 � I I /,. . . J � j I [F I �j -r-05M. , _._.___ 1, I M., - WOOD - - , � . , , 'r , " i I t I I I I I ; i- � , __ _ _ _ _ , �� WOODRED El � ,, _ I,-- ,,, �'�, ; REOUMD 11 " �� RECUT NFAD , I I � � I ; ,� Q � . . . I . - - III,, . I - CONI, i __4�� , 'i - I I i i h I � L [i , I ,n, --- - __ I t I I � � - I f 11 ;;;�� __ I 1. I =?,;L i I a, I I - . . . I : : : - CD i I I . . , I . I I . � 10 CUT;s I I � � EXISTING. ON SHEET PID 1 � I CLASS I I *I, sEPAoTK* , , 'L, N I 1, M... , TIT (RUSS I � PANEL LENGTH I I - - _.,� -,- . - 1 � D;EE SCHERULL: -- ... i 1;1,1:., - _ PANEL LENGTH Ex'slitta 1 0. SHEET 16) � (SEE NOTE I KLOWT 1/4 I.- * i - - (SEE NOTIE I BELOW1 t 2�,Ij. - _j_ 11-1 � ! ; GLASS _t � ss MS �� I -- I— . I - � "/"v I I 1- . I � � �.;; f � I I __ 7 - -, I I - � �;,, - NUT 1______� - , - `�� , , � I � I ,,,� ::__"�� : �� S" [ . � " � i , I f - I : i j" -, , __ � ; F I i 11NO , � I i I ! I ; i i i � _,_- _1_7�tl_ `___ - , - , __ '. � � ! � i ; �, I � i I : I I i I I � I � - 0 I- I'D , I I I � " , 77� � I 1 1 1 . � I I . �� . --I .. I I- f - - . - . I I '� 6. ED .�, - - - - I ., 11 - I --< I � -- __ E I 0. �- --.:--, _Mw � lia do. - ,- - I ... � � _�_ � I �� .1 :1 I �: i � � ..- �� ; i � - . I , I I r . I I . : I 2-.4- WOOD PLATE '-.� I I I � ,?/S'o . 3132' WING NUT 2"*4' WOOD PLATE - i I 7/8*o 1 3/32' WIND NUT REQUIRED __ - ,�, _ - I I �� I WASHER 0 6 ,/A- O.C. Rii - - �' - ' ' �� 1:1 WASHER 0 (BEYOND) I .1 I I . , I � 114-10 PANELMATE P�� . I �;; ,� ' ' !�' __ fl-10 PANELMATE N � ---- --- _L i ! � , �USI __ � ; " , -_ , I 0 5 114- /a , , i 0 is 1/4' O,C. W/, i�i' , . � .1 I i � �i 1, I .. lI.EAD11EC_ %Ir MITION i e � MIN' TMREADEO PENETRATION I I I AT MJOVAD70 OFPPLATE 1 : AT MOVO7M or PLATE 1, � I I z , � -, . - I � - L 1, �_ __ _ I - _. L I , L , � LINTINO INSTAUMON 9WHIM INSTA Amobf a" 0l't"AILN"No", 915 � Ij A MR a ,14� , �A, lWiNs, REGULAR PANEL . � .... 1. " a SCALE 3/8-1- A"!i�-"LEN&'*`, -�;;,*, SCALE 3X. I - FLORIDA BUILDING CODE (High Velocity NUT cone Zone)l ______,_, - " o 44 * ' �- NN' If *-.,* A NOTES ---: -` 14 ot4 41 61 " S M" ALUM W_ Pp I ' . 20 SAGE GALVANIZED STEEL STORM PA14EL 1� #45TAUATIONS ARE ONLY VALID FOR BUILDINGS WITH AS%D� DES" LoAGSE = , * . * E -�-_-, DIMPY1 &� � * - * ��_ -' UP TO +55�5. -72.0 PST AND PANECS LENGTH UP TO 8' r S ATE Qt-- � - ------------- I - . r7�1_ , , --- - �, % ,'. S ATE Qi�__ _�-_4_ , - _ - GLOBAL PROTECTION PROOUCTSe LLC. ' '.,,. or'ji�... 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN . .;� TTLuP!*"_ - , , z PINE No 2. W/ SPEC'M DENSITY OF 0.55 OR EQUAL �a% a Ro - , -- _. ITT 1�k�� - ... 11 - *` . TORINO & ENGINEERING COMPANY DAVE FL =11 20-176 ... ;- - III, , - _4= . .1. PHONE Ve"IYUP-71H". FAIL (65,MIL-87,71 - .. . � - _10AI.- - - alkeevc Ne,. _#lon, it ,'ot-VOT, �fq-q,ft/�VZTE CA- 19 W&TER X.. - F - -1. '. I f I __ tu�� , , HP. I ;, 1 - I F - I . I - i - .... I I POURED CONCRETE OR CONCRETE owd REQUIRED r I - fi- 11 I II I I i - F I 9 � 1�t ,9 'u r � �_ � I t:',w'r,777 I -, : - �3_ ", � �. ELO-' .,: ; i , , I : � ::��' I L I , I , - � � *!_11 � - _-, I � �j . ; - - 111,4ZIWO PANELMATE PLUS WY � 0 � 1/32, WIND NUT ws"Efir � 0 6 I/.- CC, . POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATM SECTION SA 0 REGULAR ?ANEL SCALE 3/a'- I" SEE SHEET 19 & 20 FW ANMW I TYPE A, Airmail Tow: ___ 1/4'I, - _kik Ilf-le SPACING FOR TNDujUO* I= WOW - TNN:ON � 'A'im0f. FRAMIC RUILDINC, 4, AtKNOR V- 01) 3 1 WNW ANCHOR SPACINDS 00 = (H') b � CDGE OWANCE ARE R97OICED 01 _ oe,_ __ ___ SCHMU FOR ED UEZRIA" INDICATED ON M. -.4 C.) 3 3 SCHEDULE R ANCHOR SPACING BY M " MULTIPLYING SPACING SIX" ON SCHEDULE Xceft ER Box WON* - w THE FOLLOWING FACTOM "OR THIS OPERATION TO BE POS39.1, REDUCED . I I --ILI?' __ , ___ � SPNCINT� OBTAINED USING A.VTO§ SHALL NOT _ � _ _ IT ,,�, - BE I= THAN, WNTANUM SPACING MOM - -1. - � - - FOR EACK ANOTM TYPE M T-tt SCHEDULE r � . __ - s 11. I -11 I 't�l : � 11 , ,� '114, rc , �� , wx , - I � , I - . � - I , 11 : I U_ �_ I , ; I !, ! 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' :- No. 44167 *: _'�._EL STAL/IMCNAVURE'DATEr toft ei( � , %_ C111 4 C:p I -..I 4� 1_> - C: FLORIDA BUILDING CODE (High Velocity Hur cone Zon, IF,,= �-TEM - I GALVANIZED STEEL STORM PANEL .rp.,; Lvo:n MwIv rK zt _ 2 - W", /"/� GLO I RVOTECT)ON" PRODUCTS. I.I.C. TO .� 4 Er JECOIN , \ Qmw ". ,,, IF 7 .. 4 ENVIMER'No COMPANY t = 20-176 P_ It-11t IT= P=0111=7�� 1� 410 -9-11, - - - = 10. M%11" :7�r - "INIT W� C: C. c a. C ; 3 .s � . A 14 C GENERAL 1 7 1 E-Z RANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-0.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, 0 MINIMUM EMBEDMENT OF TAPCON ANCHIMS AND PANELMAlt F-rukLE 11) & PANELMATE PLUS IWO CONCRETE ACCORDANCE Willi THE 2o2D (?in Ebaft) or THE FLORIDA BUILDING CODE, BLOCK SHAJ� BE I t/4- DESIGN WIND ED" SHAU, 19E DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CDOE� 82) MINIMUM EMBEDMENT OF 1/4-0 X 7/6- CALK-01 ANCHORS SMALL BE IS 7/5' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED 13Y THE JURISDICTION WHERE TH ST LE NO fMBEOMPUT "GO ANY FINISH MATIERAL SH&L SE PERMITTED. S4SE SHUTTERS WILL BE IN AN 0 FOR A ORECTMAUTY FACTOR KfJ-OBS_ USING ASCE 7- LL NOT EXCEED MAXIVOM (kM 1/4 0-20 SS SLIEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY TINISPI MATERIAL EXIST) 10 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 It ZE. TENTOACE 3/4- INTO ANCHORS, IN ORDER TO VERIFY THE ABOVE CONDITION, UIMMATE DESIGN WIND LOADS DETERMINED PER ASM 7-16 SMALL, BE FIRST RLOUCED TO A,&O, DESIGN WIND LOAD$ BY MULITPLYING THEM BY 0.6 IN ORDER TO 8-3) IN CASE THAT PRECAST STONE, 04 PRECAST CONCRETE PANELS BE POUND ON THE EXISTING WALL. 10 COMPARE THESE W1 MAX, 6kS,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SH41 BE LONG ENOUGH TO REACH THE MAMN STRUCTURE BEHND SUCH PANIELS. ANCHORACE SHALL BE AS MENTIONED IN 8, I) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND WHORS ON `P4TS PE,D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS N01 USED IN IMER ANULYS& FASTENERS SPACING 70 WOOD K0,_1 SEEN DETERMINED IN ACCORDANCE WITH W.DS, 2015- (C) ANCHORS -94ALL BE IWALLEAT) FOLLOWING ALL OF THE REACOMMENDAIONS, AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURCIT STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIF151) IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT III 2032. AS PROTOCOLS TAS-201� I 1 a SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF T44E STRUCTURE WHERE SHUMR TAS-202 AND TAS-2133, IS TO RE ATTACHED -10 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONIX RE ATTACHED TO CONCRETE. BLOCK I Z THIS SYSTEM KM BEEN DESIGNED TO BE INSTALLED ON THE OUfTSQE or THE OPENING ACCESSING 1HE OPENING MEW THE OR WOOD FRAME SPAWINGS I INSIDE W/O THE USE OF A JAGGER OR LIT-T THIS APPOCAInOel 15 VNJC WHEN INSIALIATTON r. INTENDED TO RE PERFORMED 12� THE INSTALLATION CONOWTOR IS TO SEk/CAU1_K ALL SHUTTER COMPONENT EDGES WHICH REMALN IN CONTINUOUS FROM THE INVDE OF STRUCTURE. CONTACT WITH Ti4t BUILDING TO PREVENT W;NDi INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI AROUND FULL LEN67H, 3. SERIES TOM INSTALLATION IS APPUCARLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN i'NSTALPATION .5 REQUIRED 10 aL PERFORMED FROM T14E W51DE 01' 5RUCTURE. 13 S�FORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 11PAWINC PLUS 94Y BUILDING AND ZONINC. 4, SERIES 2000 INSTALLATION IS APPUTAW TV SINGLE AND DOUBLE HUNG AND HORii SILMERS. STYEE WINDOWS, WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INVALLA71ON IS REQUIRED TO BE PERFORMED MOM T14E INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM. INC. E - F HANG STORM PANEL SYSTEM- 13 PAIEHT PEN!". 5� ALI. ALUMINUM EXTRUSIONS TO BE Goli ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 1 5, JO) THIS PROMICT EVALUATION DOCUMENT (P.ED�) PREPARED BY THIS ENGINEER I$ GENERIS AND DM NOT PFMOf- INFORMATION FOR A SFIT SPECIFIC PROJECT; I., WHERE THE SITE COMORDON-_ "TE FROM THE P�E�C, 1 6. AJU ALUMINUM SHEET METAL USED AT CU)FURES SHALL HAVE 3105-MI4 ALLOY- III) CONTRACTOR TO K RESPONSIBLE TOP THE SELECTION, PURCHASE AND INSTALLATION RIMMING UVE SAFETY OF 7. ALL STEEL SMELL METAL PAINTILLS, SHALL oIAIVE STRUCTURAT- QUALITY STEEL, ASIM A-063 GRATAL _% Min�, GALVANIZED MEL THIS PRODUCE BASM ON THIS PLO� PROVIDED HE/SHE GOES ROT DEVATL PROM T41C CONDITIONS DETAILED ON DES40NAT" W/Fy- S&S "I (AFTER ROILLEO,1� THUS DOCUMENT t0fTSTRUCTION SAFETY AT SITE IS THE CONTPACTICIVS RCSPOHSifip.ffy� IT ALL SCREWS TO HE STAINLESS STEEL 404 OR 116 IN& SERIES OR COMMON RESISTANT MAIM CARBON STEEL AS PER, DIN I.) THIS PRODUCT P_VALUATTGN DOCUMENT WILL BE CONSIDERED ;NVAEO IF LiCiATTED, 50018 W1 50 k8i YIELD STRENGTH AND 913 W TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,114 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MU 9. BOLTS TO BE ASIM A-307 GALVANTZED STEEL, OR AISI 304 SERIES STAINLESS STEEL. WITH 36 Kp MINIMUM YET,D ", ENCIM, BECOME THE ENGINEER Of RECORD [E.O.R�) FOR THE PRWECT AND WHO WILL BE RESPONSIBLE FOR TmE PRELPEFk USE OF THE: PE,D. ENGINEER OF RECORD. ACTING AS A DELP-GATED LNIONEER To THE P.E.D. ENG,iNEER, SHALL 10, ANCHORS 70 WALL SHALL OF AS FOLIDWSZ SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS 'OR. REVIEW (A) 10_=5�1"am_ (0) THM P F-D, SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - �/4141`,TAPCON ANCHORS AS MANUFACTURED BY IT W BUILDEX. INC. (MIN- t'P-3192 P�ILL') RECORD THAT PREPARED IT I- /4' X 7/8' CALK -IN ANCHOM AS MANUFACTURED BY DIEWALT INC. (MIN, V-3000, ;,�PQ 10. STORM PANEL MANUFACTULREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN I I I - I 0 PANILIIIAE L 11111 TO 8k 1.nMAXIE ILUI ANCHORS, AS MANUIACTURIEG 11 ILCII CONSTRUCTION PRODUCTS ACCORDANCE WITH SECT" 1709-5.3 OF FLORIDA BUILDING CODE ONE LABEL. SMALL BE PLACED FOR EVERY OPENING (flb`i'M PT'Ll) LASEUNG 'TO COMPLY WITH SECTION 1709,91 Or THE FLORIDA BUIL04NG COOE_ AJ) MINIMUM EMBEDMENT OF TAFCON ANCHORS INTO POURED CONCRETE SHAJ_L BE 1 3/4- AND 2- FOR PANELMATE I . FEMALE 10 & PANELMATIC PLIUS. ) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* CAL15-04 ANCHORS SHALL BE IS ?/B' 114TO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED- 1/4' o-20 SS SIDEWALK BOLTS USED SMAL, BE LOND ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS, ,0,�!Ivtossq" , - `� A,I) IN WE THAT PRECAST STONE, , CRETE PANELS, OR PAVERS BE POUND ON TH EXISTING WALL OR / ". 4 I ss , , PRECAST CON E ,�� - T� ".4 - FLOOR, ANCHORS SHALL REE LUNG ENOUGH TO REACH THE MAIN STRUCTURE K�INO SUCH PAINTEUS� ANCHORAGE SMALL 421- , 'VkGEN,� %'Vl; BE AS MINIINED W A 1) AND IN 44)� . , ., e %._ i� I ' s � No. 44167 " = kD) MD_2Tj&aAQN0M_M&1iL_� z *: = = : * : = . � TIT _z - 1/4- 9 TAPCON ANCHORS AS ILANUMILLSED 6f 4TW fiVi INC. Z; - _ __ - Z FLORIDA BUILDING CODE (High 6iocity NUT cone Zone - - 0 X - CAUK -i5W p,%.I,) %, �!V... e " . -7- 1 -, ,---, r P - . , . J;/4 7/8 -TN ANCHORS, AS MANUFACTURED BY DEWALT INC (Em ip- . '01, . 20 CAGE GALVANIZED STEEL STORM PANEL 4-10 PARELMAIC FEMALE 0 AND PALATELMATT! PLUS ANCHORS. AS MANUFACTURED BY ELM CONSTRUCTION 11 I - - DRAIIN BY PRODUCTS (V-2071 1P.A.) C, " . ;��, - 7/24/w4t. .... .. ____1:'1ft,i , - , / 111LIE 0 IN, \ GLOBAL PROTECTION PRODUCTS, LLC. " � -_ ell , * z I&M S.. .41 5RIECi I RUTH TvaiNa * ITHOINLICONG COMPANY D.Iv_ I'L ZLXiI`R,s,;WB_,w 1� ,I-L. 01. PHOW, 0115.)IRi 1w 20-176 . ... - I Im -I-,- _. ' Diel -.1 M_ - P.E MAt"�%_"o.it �-ODCII71 11 - I - I-f - I - __ *AiXLX A� "U" ' I I - ,_ , - � � ruw, J.. j w,eir' - -J--L - - - ;_ _Ami ::�� = " w .1 I _+_ a) a) = Cn -F0 a) -6-1, 1 _0 > = 0 = a) 2 -6-ft _0 L_ C�L 0 Lf = M -0 CL . - -6-l' w a) CD 0 4-, (n -4-0 - C = CU -co Cn a) -0 0 -0 -0 C:) 0 .= a) = L_ - 0 c- = -2 3: c = 0 U_ - �-� "_ CU CC 0 CU C:> > ::D CIO =') " C`� - !;i (n a) L_ -+-a 0- 0- . Cn ,0 - = CU .- CIO O_ R I _0 g < I 0 �- -0 . - U) .1 �� i;- S �,_� _s, �_, = - e .. s S .) S .." I ,;- -M Ln 0- a cz V. .� 0 0 CI_ - 0 4 z z w mi ___ - - � - - r I COMPONENTS EOR, SERIES 2000 & 1QOO E-Z HANG STORM PANELS X/24 a (M NOTE 2 KWWi INSIAL1910 DETAILS FOR �E JU ,2009 AN ANG STORM (SCALE 1/2-t-) 10a - itt IT's.. V/24 11, 1 14'/24 1, W - I/ 1 4 W/ ON W/O & 0 r * ISIX NOE 2 JARLOW) ,- Me,, 2 241111I� V/24 110� . EACH jqv FOR DONCREOT ANCHORS, M I CONME ANCOM T TPEL'�Vr r0a !`:n " PANEL (11), INTO POUREQ CONCRETE OR - reOCREIE BLOCK ,--- ---z,'1SI- , , ___ 0" N, - ,,, - SCHODIRSEWN TV,, ---Y- AT a I* - Min. - Tsm wlDuPt on SHEET , _,. _� L mxgp-- - - - . - _ 15. 1 go- (ICOAL WIDTH ,)'- - - L - - - L 11 . - L _ - - 2250'7 7- 2.59 1'� \ I, ft.- 1�� I' v.; T -F7- ! � � NKNO`Y; `��11 _U: i", - , \ 147 SMJLFM 00100 SCRE , IT SHOT 2A �L L 1 25) �L -J,�I- slks (m %o0NAu RN-1 11 .1171� �ANCNVRI L ____ . 7 - - ' L I gm . ,_ �____ -_ ____ -1 - - 12.500' (EFFECTIVE WIDTH) - - --- - I . - l�--2.25C'= ,i��' - - . . I -) __ - - I � - " 00119 i 40 TatCe'CAMPIPP, 1 "Z�_' - . sietv .) __ L_ soe� 1� 1� I Cn -4-i I I I I f , , ' L , 1, � __T _ � , , , 1111-- - __I - - \ ._�s M-.%") 7\ ��, �e_ in tj;� Wd - - - - - I � � � r I 1 3--��;WVV,w .. - - - - - - - --S 1/4- -- - - - 1� -I I � ,�' 412.-:b - ,/2* [_, T - - �."d - \ \ ,�,`, : I'M !! 1, __� _ I 7� -, �--�-V " W 7L I - 1�3?0'_ --i'ary - - 1350* - 'Sw - I 1 I � * � I I O' �, �p -1 1 "7 __�', , - _,�� ..... I -_ vi;�%d I i 1 � 1 1 1 I i I I I ! I . -, - \ __�� - ,,r / I 11 I , _N I I � z - .1 I 1 i 1_1 ! 1 ip 1 I 1 .� i ; 1 ; � I 1 I . - - __�� 5 1 1 P.We,R ...',"M 11 � � 1 ", __ - , I L I I 1 1 , , 7`!, i �, �� PeOcNoT 11�_ i T -4:0 I , - - Ty, 2.5w 1 i ! I I 1 1 1 I , - �� I ___, i Q75, I I I . . i I i I 1 til f , I i i �,,�� =t==�7 ---- 34- -1 / r - I I - - / , , - -z' 1 .073' -1 T,P. 4 I I i . I "' L � - �__ I .x bw 1 i I I i l � I , I ': ! L _' F _' ' r , ' � I i i I f t i I 1 I 1, j -1,11,\\ I 'i -1 P" I - ",�* I - 41 - - J_ ,. - __ 11 _ - - ; L_ d ;,, ""I �. 1, / -�:t � 3-soo, �1 2L24A' � 2.500" I I _ , _. � 1 1 1 i - , - []_ M i , _�, i I I L ", "I, � 1 � � 11- (1) zw* A - "" ' L .1 � I j i - I � zo� I . 1_� EDGE � 1 I I -_ , L T -_ �, 7, _, 11 1. I -,-,- -f- � 60 x �. - 11� I I - - i - I Ltaw = / HEMMED , - - , I 0 Y, M -, , - , - ' \ . :,; I- - I - / R.Nl� I (END PANEL) DO, � , P I I (. � I I (1w P ( W T _wM00; _��) I "I i - P��! -I �, � ___7 � � PANEL) IN�q L I . I - i Z / "TUL , � i �j Sir NLI L 3. . BELow I I I i t 1 1 1 I 1 1 1 1 i i : i SEE KOM 2. 1 . W-DY SITE NOTIE 2, 3. 1 BELOW IS E N?TE . SO.Q � I I I 1 ` i SEE NOTE 2. 3, 4 1 L 1' I "" Y. 1 1 _� __4 .", U) No - ! I ; I ! 1 ; lu�, , I i- \ I . I I I I I _ I I ; ; I BELOW - I N I -+--a , AEV. I 11 -i- I i I '1� I . � , I i I I . � ==4 . I ; I I � . i i I I '_ I a -'MaKr :," -, I 'i '--.?. ...... A 4 . I IT I � 1 1 14 - � 1 1 i q'I 3 i I i 11", �', , GRIDE I _,`=3 �j - . � �_ ------- ====��,_ � I - - _= . ASTIM A . I! ___ _"� ' _' ��P��) IT11"Ti -1 " , __ , 4'- -_� 73 TOO" I G&IAVIIZIET, STEEL. I 2.2.4- ., W IT ,�e >11 -So \ _ _1 - 2. _2 _ , �� I ,.�L" 'L",-, � _t�,E'A' - __ -1�7 1 1 4 1 1 1 _�,_ �I�,,� I 1. � L' \ - � --A- ,.6 1 i� I �'. I 1 14 - - .. - I I I ::� - I ,-- __ I I ,,�,_ I ! � I I . I ; � I I I I 1 i. 1 ; I L �M I ,,� � I TED PANELS Z�, I A V T 60L � i �- - WT, ; I ! .. - ! �1 =) M I I- � I I _ IOLP PANELS W _: ( ! � ! ,� -05 1 �_� rf).� 1 �-fl 11 11 1 T-� (� i i 1 71 -#--a I-, __ I ,� 4 ,-4, , � '' , IT N I - � i I i I � .1 I 1*fJ'e 1 i 1 1 1 I ,/. - I - ___ I- i � � 0 1 i I . I � � .?151 '��- 17 1 , , I , 1 � I 1 1 1 1 1,j 1 1 1 j I � I, . � I—- I i - / \_ I /� I I I � I I I � I 1, ,7,---f � -i5d, I , - - � 'V-2L470- 1�1;1 I I I i I 1 1 1 1 Y. g�.,�/. .., N/ � I I � I - - 6,250- --- - . f -, , I I F I i*' 1 ' � I � 1 1 I ! I I I I., III . __ Q� - � IL ' 1 , i i , I I , , 1 i � 14M IL. i-1--i- _!_01 I � (1) STORM PANEL - 2,470' -- 1 I 1 1 1 1 L � 111 I'll 1L]" 1 '� 1 i _1 11 I'L! ] I J i � - � . I- JiT 1� I 1 I I I I t I I—] Tf f J.'r I �L� 11 -T-- ---,- --7- -1 -------- - I'll, ...... - - T I . , , I j 1 � I � � ! IT I I , ! i i4l � i I ! I , I : I - I I 1 a i i IV I I i I I I I , 1 , � , � 1 1 L i i ___0 0 � - - - , i I � - , , W-ML . � - I 40 , _r_________1T1_ � I I L, - - � L ,,, , -.[ _ - j � �]_ - ., RtElw � I i , I �.! 111.1"LL j , I,JL 40 k �0 I I TL I I I _�T_ 11 > 1 I I '11 ! I I 5 § I I I i 11H 1H 11 H i Ill 1 1 Ill I "i I � 4I)III)II 1 1 , I I . I I I T : I ff,YU= 'U" BACK I I jil] I I!j ; a 1.1 11111 1 I i I , I I � id I j I I __ f""""""' L_ ,� 1�,l 11 ITH: I - � I w I 1 M $pmmsl 1 , ; , .----. . . _____ ��_,�__..;__ 4 _Z_4 LI-1,11-16 , ` 1, � I, w 1; 4.1 11111 !1 I Ill I I I I I I �41 Ili I , _� a , , � L IT I I � 4 1 Ell L I. ` I : i LOY SHM 0 . , - .= - ____r __ - .I--- - __ I - L , FOR M,. - - - - I VI " - - , . __I� = � ,Aw-RE i ,P) �PCN SEE SCHEDULE I - -1 M � � � � --: SEE NOTE - BELOW, . 11 - -;��-v III, - "%&Y - 0 i---,."` . - . i - jUTE 3- - I- -12- � - I .. i I . I 1/1 I I I.- TA . I , o- - - - - 1 3�_ `--� j-,M'%w) - I f I I a- I WISWN� �. � N PAVEL's END UP, ��,,�. ,- , 1, -, : (Er I To i I V. ,,a I 1 1 , - � fi I ;ze;� - 150' - ue� Iii .�MCLOP.1� .1E1 .0�. 'L . M r LOCAT , k/ Hamm EDGE - L __ __SMQ` SEE SETTIORS DIN SHOT 2a SCREW-'. M.L AMI"folelE OR 10, /2. I T/r 5 , lk " A I . - -1 I .2 1 L I I - . ,,, TO BE INSTALLED AT I I '_ KILT & TO c000. � �" 1 M. ,Nsi I I TO i 0- ; 1711* INTERIOR PANO.S_,,_ ; TvM �� ! EVEST Oi : 11w - : GROW " "M I 1-1 ],,1:11 - . _____ _____ __ .",��"" L' - _%1.1 I ��- I . i I i 1x%A.p i ZI. 1, - � I - - � < >-- - - - -1 - 4 1 K�r I 0-0- OR ./O@-O tl � I - Cn 11 . I � . ,-' *0.06* .3 I LAST PANEL 0 TO BE LIMSTIALLED AT T!AO" BE PRO17M E i -�� -- -1 , t,* ; TIQN FOR SERIE� OPENING SIOLL ALWAYS I ON F-0, 8 ME I 0 I REAR HANDLE TO fAC9AAW I - . i ! ,-, I � I I �, , ; =T9 I I I I I TYPICAL ELEVA 2QOQ REAR HANDLE TO FACILU, TYPICAL ELEVATI : IF PITENDED TO BE INSTAU-0 FROM : - I /I �: - -.!-- - ! - - _____ - ; § 1 ;1 ____L1 _ _.. _11'.... � 9f i 9 -6-0 , ��- - , >-�-,�� 125' h I i in, - i IF WMINDED To BE lNISTALuED - � 1 INSIDE or STRUCTURE- I I I Itl ----,v I - _X , Id PANEL 111 SISIEM � I ! - - - i I % , I I � - - INSIDE OF S E-Z HANG STO M PAL N I 1 SYSTEM §§ I -� I _____T - - � . "' D2,50- '-� - - I i SCALE 313r - I' I SONE "13r - I - I I; I . I I _�11_ _____k__L d ; I I N i I (D L) /' '. HEMMED I- - , , . Q- 3,750' i -1 i - i g".-,-�-7,.i ! i I . 11 � I i 11 .1 I 1 �1/4' Wu. GAP ,/,* - GAP r-1/4' Mm W 114. ft� GAP -I- 11 I i : = I I 1 �3 � I P, . /11� - . -A !h j . � i I ;1 .11 � I i 1 p F, Z, I a " - - . - - I i I I I ,� I p =3 1 , ),--/ 7`7 7 7 7 I '\ / I . ��' , I, I 0 . 111,_,,.�,, I � ir.s'-) r, I ! , -, , I - ,,��,,�`e,'; ,�,_�; 11 14 1 ISOMETRIC VIEW DEIAIL .00 2.060, �1 -Z 1.z \ N�/ \_/ \_/TL1_Kz_ \--/- NE I . e , :1� I a I , I . ; I �� I I ' ' ", i 0, i I$- I ,�!I,, 4 i C -0 " END LIP Ill HEM ED EDGE- 150 1, - � I- I I 1�1 : , - ��, � ROUNDED CORNER 0 ENDS OF PANEL'S 5' , I elf, V_ @ */ OR *10 (g). Q) I SECTIN 6- _" ;\,-, 2ginit � , � ".4 T! =. .1j I _,� - LL . - � � i � I I ii SEC119N A- 4N , 11 - 1-11 ; � 0 * __ i� t I L________._____ I I I =-,-. I - , : � i i �', ,� Wz%� *X/ .- �-� I '.� 1 4 __7 3 C (NT.S)" ; � I I i -i 26, . I' hm � so" 31w - I, I : I . I , � I ,,r ; I 11 L_ I I ,, *��111111 , - - � I I 42 I i , ;,-', - - Pe "I j I � SOME 3/v* (1) DEFINITION OF SERIES TOM: E - 2 HANG STORM PANEL, SYSTEM CONSISTING OF PANEL . _1 im 1" , � @B, I I I � "I . -2,1)00'---J R.Z - - I- M__1 � I - uglEs TRACKS AT TOP & PANEMIATE PLUS OR IS! LONG 11 q.'I ,I,- I 1 4 IXteDWIT � 1. I/I.Vi=- n BOTTOM W/ PANELMATES, � �-` Z" 9PNM 11 LOAM FANEL SYM CONSISTING OF PANEL � "I - I L��,W�� .C, . WPA, - I j , __ t I " I V `1�1 , I , Z, , - " ./7 W/ I CIO 7. 0), DZMMQN_Qf�SERL'x�� E - 2 HAND S M t, No ii - I I I .T . *M I GO to, - , .=�-�o�� ,",� W4� ,��k;- ... 1, WNG". ERW � I I I , - r , --� I I (�) .j!__Tj= . rq��p To I - i (1) 5"Nox.) ALUM, ANM (2) ED PANELS SliALL ALWAYS BE CONNECTED 10 90770M TRACK OTH ISE A STOP MR / �- 1� : I 11 "I L SMate"104NECTE", To ,xvv Ana...- OF _ ____ IF �11 _! ---- �_ _ , - _U"�, -�,!--.azn- ��,----, 0 a) Co,nl. TRACKS TOP & BOTTOM, (2)+ END PANELS SHALL ALWAYS BE C" W. ,I � MULAN",'I /�� ",,� = -_r - ,,, (�) Mg 2' ./ " \ I I/-, �11IDE SHALL BE PROVIDED AT TOP OF SUCM PANELS. ' "'IT ' " ' "' "', - _', �AOX N�N`P`M I � . VU . 6 it Ir *IIL - 11i' - - TV .'/?. 'EPT AS rsw .. 2 -16 Alurn. ALLOY WIND NUT OR 144;0-20. MK III UM TIASIXED 'NO " - moyNTING INSL �,=�* / 1 --,o _ TVI 00YOT04 I- Cn C4, A 6061 'L -I f- (3) %� ARE CGNI1,E/1M,,E TRACK, C�O/N4 3) ELOW)� t 125' IF END PAN/, .S. W y �EC-RGN SHAU CONSIST OF DESCRIBED ON 0 J ;, ipTlO11 1 1/4, -20.3 2 WIND NUT OR I 4 fty4' Min THUMBSCREW . 111100TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY I AT EITHER OF Two (3) FOR CASES WHEN END PANELS ARE USE JKANTLY / . EXTERIOR FLAT FLANGES OF ENO PANEL IN .�,S* 1-0 (p AT WALL _MOUNTINGL Lffim , = - - ELQQR 1Q_Qf1UNA_WJMNfL JMST, BUILD -Ma M M ON " .� q, (tWUT ENO PANELS ARE NOT CONNECTED TO K , STOP BAR 0 - "t I? " I 1 I BE PROVIDED AT TOP OF SUCH PANELS, I .wU951, 1 (4). IN CASE THIAl END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR SCALE it/S.I- usmo-A! IS LY USEDIAT (4)� FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY w1w/', ! i --Ai) 3A-, SCALE 5/8-, fn I - ON TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING UMATES. ONE INTERIOR PANEL - �__ 51 I. d) I L. i i ,E (3) ABOVE- IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTI OTTOM ATTACKING BOTTOM TRACK TO WALL w a AT UP v; %07011"", '".."11,4, USINGTSPECS NDICATED ON no � s`NcT`C-"0`4 AND W-014divi 1. I 77:�_11 ,I To Sto TOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMATES F No ING SHOWN ON ELEVATION AND W1 - r - I - -10 -1, "'At Ik T, -*A T'P .01 Al� - !1,1/' . "", . - - ,,, ,�,, � ........ . "'U011114t,"'F, NOT NEED TO BE rONNECTEC STALLED f IT - ON _11AiI7 n fi�..` EN ` � I I !I- r %. 1� ,sp Tj - ,, \Nr, si%��1� ,x.�t� N. Q;;?,�, SUCH THAT ADJACENT PANELS M - LEFT & PONT SIDE OF OR PANEL) RAVE �il : ( , , THEIR OVERLAPS RETAINED BY 0� ,8- - � - . -_ - 8 !I 11 0":. * I 5) SEE SECTION V, 3' & 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25- Min. EDGE DISTANCE. FOR TH V g,� 11 4 � 1 7 , OC Fill F "IN, , !Sj_kLM-R = _TR_ACII_ - i S, LLJ I i i 1 '055' (T,., lr�� , L.X 1. -MOB", - I = 50- , 4 , 'TI, , M X, r t - PAN -i IF - - ti ., (Ili I - I SCALE i ; , ... .�. - - _ - __ I z : III ... :E , - I - . �, .. �� I = . S .441 '. = -. , 0.44167 - = " 'L �� I__L====j] 67 ` s If-, I I M ,q) . ..., , S '..!�) , �� \yUN " i -J *: . - FLORIDA BUILDING CODE (High ValoCify Hur cone Zone), ;� 1. I- FLORIDA BUILDING CODE (High Velocity HIM cane Zone), . 1 Nz CAN ILL E *. : � . FLORIDA BUfLDIN city Hurricane Zone) L i : * * - - I 0 Top A BOTTOM MOUNT, - - = G CODE (High Vale I L I __ = I 7. f ,A, COMBINED I, MY eAT To TILT ANY ." 3 � < 350- - .- '. � TATE OF -'�.� 1 uILIao mlom, INC 20 GAGE GALVANIZED MEL STORM PANEL FP Z : .= I&TOW. � F.P i INSTAI-roo - . = PZIM,I "Eco, - fpLe, � �J, No, 4 167 " = 20 GAGE GALVANIZED STEEL STORM PANEL , I \ - I %'jI'--. STATE Of .�7 f 20 WE GALVANIZED STEEL STORY PANEL = 1 - ON" In, = . De'" � ., DMO -3, M_____j _ - , - = ,----�. - - In. A - I .'� 0; . A - - *: _,., . - , - � . i _ -% - GLOBAL PROTECTION PRODUCTS, LI.C. `K"`/`e`A __ int.,2020, 'zp*4_ 1�____Iz� M. --.--.-.--1 , i g � , , ' �� <5 F .*Q� z nkn� ___.__ � � � TATE� 0 3*x3,(m (�) STOP BAR �, . S/; 1�x GLOBAL PROTECTION PRODUCTS, LLC. ____ __\ GLOBAL PROTECTION PRODUCTS, LLC. -72;/� DETAIL I YEA-X I z ?�, ORIOQ LL� --., ;-6; - . . , 411.4�_ ____ �Itl ST a ,�L' .") - SCALE: 1/2' . I' r .1 , // - INC "'Ity 4w �. 51 � 11' LONG TILLUT tOVIING * Z0==jftNY ow- VIL 3m" ff"A' Tts""No gOINECILING 0-0 mw� r, =,� IN P,M� LIL' / 'I--!,. ,C,j f Lee, / - - V`__`zl� MAIS, 1 3331- 4" SA, 51 vlew "11� InHIL i PRONo (sL4)w-7sIIi, fAx� I_ytiii , j toll, . 100v�/___ .1 - --- �!vi- - L!V" 1. !H)WW_"Ls1 ra Ga. / T, LTE C -0. 11 C\ 4HKX, �w. 5 STREET . /T17LEC0-._- \ L__L____j ' kAIAL " y I TILLIT TESTING IT CNIMNECANNO F5W� 20-17 . .11'... - .. 6 � ��g,l / _X46. F0. 1".)(11-57,11 20-176 "-!%,. PH`X�, to _M7 20-176 < W63-75 Aturn. ALLOY / M�..'=, ":K='0` - I - - _ MNt - - 1 02 - - P. I - - Nlt� I " P1. wN_/gwIArPiR,/oITE - i.w.111 --!! fT4� `1,,PNN",f�,,jA11FK sF*,aviMT.REM.R Ck-000KITH? L!r!L_1 __111 - - - _�!1�111 -.E SEAki"ATIM/lIATE `�; 219 ��_ E22J. __j .k,rfA & 'I 'in, PL I - - ! , , It JAALISR A, TAX 1k.. r WALTER A, LIPW .� 'I, IS ic _- F - M". L_ _J_ I agm,ej gj -I ; -11 I - I , I - I - 1=2-1-112i "41 I t I I � __ - PUYW04� IT 01 . _. a ±----Z± =_ a - I I I I I I SHEET NO, SH 1.2 IN51ALLAIION DETAILS FOR OPTION ;02 FQR LIFE SAEEIY STORM EANEL SYSIEM INTO EX151INQ 2!2URED CONCRETE OR CONCRETE BLOCK STRUCTURES 11/44' TAPC ANCHORS 1,'4' TAPDON ANC44ORS a IT, D.C. , LL_ O.0 I , �, , -11 POURED CONCRETE 1� � ., ,- OR CONCRETE BLOCK ��- , .11 li - I � - REGUIRM I FLORIDA hurricane INSIALLABON DETAILS FOR OPII!DN #2 FOR LIFE SAFETY STORM EANEL SYSTEM INTO EXISTING WOQD STRUCTURES I � 1, J ----- - ___ - -:- �' " 11, " ; r, I -1 *�_� I i �, 11 '] - __ __ ", I - ,� "_ � �11 /I 11, �� I ,- .1� ,�, I -- li� " - -, ,�,, �� i� I - �-r - ; I" �. - I , , I ,�,�_ � � � F T - I � , 1, 1 1�4'f TAPDON 4 6* O.C� _11 I . i I . I t4". TAPOON 0 8" OX, 1, - �, ,� , qi� 11 - W , It � � - __ _ .. I I . PZUIET4 41N� "MED I I 1: � 6/1CX2 �, rich AT WOW �� U N. THREADED " . I I � � I I t! J N'AT WOOD , I I" �� 1, jtl , �/ I � �� HEADER 'i iT HEADER � , , . -, ,, I I � I I , � � , . ��i I � i .. I 4t, 8_3".1.;&r_ 7 1 11, i � I � - - . I I I LL , -1/1. I , I �_ � L 1, i � 1/4 �� , rr , 11 � I I /,. . . J � j I [F I �j -r-05M. , _._.___ 1, I M., - WOOD - - , � . , , 'r , " i I t I I I I I ; i- � , __ _ _ _ _ , �� WOODRED El � ,, _ I,-- ,,, �'�, ; REOUMD 11 " �� RECUT NFAD , I I � � I ; ,� Q � . . . I . - - III,, . I - CONI, i __4�� , 'i - I I i i h I � L [i , I ,n, --- - __ I t I I � � - I f 11 ;;;�� __ I 1. I =?,;L i I a, I I - . . . I : : : - CD i I I . . , I . I I . � 10 CUT;s I I � � EXISTING. ON SHEET PID 1 � I CLASS I I *I, sEPAoTK* , , 'L, N I 1, M... , TIT (RUSS I � PANEL LENGTH I I - - _.,� -,- . - 1 � D;EE SCHERULL: -- ... i 1;1,1:., - _ PANEL LENGTH Ex'slitta 1 0. SHEET 16) � (SEE NOTE I KLOWT 1/4 I.- * i - - (SEE NOTIE I BELOW1 t 2�,Ij. - _j_ 11-1 � ! ; GLASS _t � ss MS �� I -- I— . I - � "/"v I I 1- . I � � �.;; f � I I __ 7 - -, I I - � �;,, - NUT 1______� - , - `�� , , � I � I ,,,� ::__"�� : �� S" [ . � " � i , I f - I : i j" -, , __ � ; F I i 11NO , � I i I ! I ; i i i � _,_- _1_7�tl_ `___ - , - , __ '. � � ! � i ; �, I � i I : I I i I I � I � - 0 I- I'D , I I I � " , 77� � I 1 1 1 . � I I . �� . --I .. I I- f - - . - . I I '� 6. ED .�, - - - - I ., 11 - I --< I � -- __ E I 0. �- --.:--, _Mw � lia do. - ,- - I ... � � _�_ � I �� .1 :1 I �: i � � ..- �� ; i � - . I , I I r . I I . : I 2-.4- WOOD PLATE '-.� I I I � ,?/S'o . 3132' WING NUT 2"*4' WOOD PLATE - i I 7/8*o 1 3/32' WIND NUT REQUIRED __ - ,�, _ - I I �� I WASHER 0 6 ,/A- O.C. Rii - - �' - ' ' �� 1:1 WASHER 0 (BEYOND) I .1 I I . , I � 114-10 PANELMATE P�� . I �;; ,� ' ' !�' __ fl-10 PANELMATE N � ---- --- _L i ! � , �USI __ � ; " , -_ , I 0 5 114- /a , , i 0 is 1/4' O,C. W/, i�i' , . � .1 I i � �i 1, I .. lI.EAD11EC_ %Ir MITION i e � MIN' TMREADEO PENETRATION I I I AT MJOVAD70 OFPPLATE 1 : AT MOVO7M or PLATE 1, � I I z , � -, . - I � - L 1, �_ __ _ I - _. L I , L , � LINTINO INSTAUMON 9WHIM INSTA Amobf a" 0l't"AILN"No", 915 � Ij A MR a ,14� , �A, lWiNs, REGULAR PANEL . � .... 1. " a SCALE 3/8-1- A"!i�-"LEN&'*`, -�;;,*, SCALE 3X. I - FLORIDA BUILDING CODE (High Velocity NUT cone Zone)l ______,_, - " o 44 * ' �- NN' If *-.,* A NOTES ---: -` 14 ot4 41 61 " S M" ALUM W_ Pp I ' . 20 SAGE GALVANIZED STEEL STORM PA14EL 1� #45TAUATIONS ARE ONLY VALID FOR BUILDINGS WITH AS%D� DES" LoAGSE = , * . * E -�-_-, DIMPY1 &� � * - * ��_ -' UP TO +55�5. -72.0 PST AND PANECS LENGTH UP TO 8' r S ATE Qt-- � - ------------- I - . r7�1_ , , --- - �, % ,'. S ATE Qi�__ _�-_4_ , - _ - GLOBAL PROTECTION PROOUCTSe LLC. ' '.,,. or'ji�... 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN . .;� TTLuP!*"_ - , , z PINE No 2. W/ SPEC'M DENSITY OF 0.55 OR EQUAL �a% a Ro - , -- _. ITT 1�k�� - ... 11 - *` . TORINO & ENGINEERING COMPANY DAVE FL =11 20-176 ... ;- - III, , - _4= . .1. PHONE Ve"IYUP-71H". FAIL (65,MIL-87,71 - .. . � - _10AI.- - - alkeevc Ne,. _#lon, it ,'ot-VOT, �fq-q,ft/�VZTE CA- 19 W&TER X.. - F - -1. '. I f I __ tu�� , , HP. I ;, 1 - I F - I . I - i - .... I I POURED CONCRETE OR CONCRETE owd REQUIRED r I - fi- 11 I II I I i - F I 9 � 1�t ,9 'u r � �_ � I t:',w'r,777 I -, : - �3_ ", � �. ELO-' .,: ; i , , I : � ::��' I L I , I , - � � *!_11 � - _-, I � �j . ; - - 111,4ZIWO PANELMATE PLUS WY � 0 � 1/32, WIND NUT ws"Efir � 0 6 I/.- CC, . POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATM SECTION SA 0 REGULAR ?ANEL SCALE 3/a'- I" SEE SHEET 19 & 20 FW ANMW I TYPE A, Airmail Tow: ___ 1/4'I, - _kik Ilf-le SPACING FOR TNDujUO* I= WOW - TNN:ON � 'A'im0f. FRAMIC RUILDINC, 4, AtKNOR V- 01) 3 1 WNW ANCHOR SPACINDS 00 = (H') b � CDGE OWANCE ARE R97OICED 01 _ oe,_ __ ___ SCHMU FOR ED UEZRIA" INDICATED ON M. -.4 C.) 3 3 SCHEDULE R ANCHOR SPACING BY M " MULTIPLYING SPACING SIX" ON SCHEDULE Xceft ER Box WON* - w THE FOLLOWING FACTOM "OR THIS OPERATION TO BE POS39.1, REDUCED . I I --ILI?' __ , ___ � SPNCINT� OBTAINED USING A.VTO§ SHALL NOT _ � _ _ IT ,,�, - BE I= THAN, WNTANUM SPACING MOM - -1. - � - - FOR EACK ANOTM TYPE M T-tt SCHEDULE r � . __ - s 11. I -11 I 't�l : � 11 , ,� '114, rc , �� , wx , - I � , I - . � - I , 11 : I U_ �_ I , ; I !, ! I i ,, I - � I � � :,,,� -, I �� Lil ,t�-,��i- -, ... � a � , : : Cow I I I I � I �. _" : , - I � I.- OUGAIMP" ; : 3 q � - , - I `� 0 j t 0,01, , i � I t , � � M-1-21", :, _ -, __ j 4 ,= ____ __�N� --I 9 i - �� _:i,L_,11___1____ I i , i 4 , I -1 , �, - � 11 - I-.-- __ ___1i,_ -1 , " 11 11 ;_ 4'' I-M. ; .11 i, I Af�r , MR . - - , 9 01.7.MLAP I I I z , , , I __ - -1, ___ - _ � rl _! � - , - I ____ !_ - 1. : . I ! 1 : � 1 ; �� . I �� . -t � . � . .. �� -1 I I t (_ -- I , , Lo.- �� L 1_1 - I ,_ - E ; , ;,�', �"_ % � I � 7 1 - T ... i I � � , __j __( I .... �1; � � I -1 _ ,-.-,_,p J;�10�* AMELMATE PLUS W/ W � WITHO NUT WASHER WVWD)a/ST* - -EDURED CONCRETE OR CONCREW $LOOK REQUIRED N Ij;U6LIATIQN a SECTION 58 0 LIFE JAMY MEL SCALE Z/S'-I' - ;" r .��'ENI*ie, ... ' :- No. 44167 *: _'�._EL STAL/IMCNAVURE'DATEr toft ei( � , %_ C111 4 C:p I -..I 4� 1_> - C: FLORIDA BUILDING CODE (High Velocity Hur cone Zon, IF,,= �-TEM - I GALVANIZED STEEL STORM PANEL .rp.,; Lvo:n MwIv rK zt _ 2 - W", /"/� GLO I RVOTECT)ON" PRODUCTS. I.I.C. TO .� 4 Er JECOIN , \ Qmw ". ,,, IF 7 .. 4 ENVIMER'No COMPANY t = 20-176 P_ It-11t IT= P=0111=7�� 1� 410 -9-11, - - - = 10. M%11" :7�r - "INIT W� C: C. c a. C ; 3 .s � . A 14 C GENERAL 1 7 1 E-Z RANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-0.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, 0 MINIMUM EMBEDMENT OF TAPCON ANCHIMS AND PANELMAlt F-rukLE 11) & PANELMATE PLUS IWO CONCRETE ACCORDANCE Willi THE 2o2D (?in Ebaft) or THE FLORIDA BUILDING CODE, BLOCK SHAJ� BE I t/4- DESIGN WIND ED" SHAU, 19E DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CDOE� 82) MINIMUM EMBEDMENT OF 1/4-0 X 7/6- CALK-01 ANCHORS SMALL BE IS 7/5' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED 13Y THE JURISDICTION WHERE TH ST LE NO fMBEOMPUT "GO ANY FINISH MATIERAL SH&L SE PERMITTED. S4SE SHUTTERS WILL BE IN AN 0 FOR A ORECTMAUTY FACTOR KfJ-OBS_ USING ASCE 7- LL NOT EXCEED MAXIVOM (kM 1/4 0-20 SS SLIEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY TINISPI MATERIAL EXIST) 10 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 It ZE. TENTOACE 3/4- INTO ANCHORS, IN ORDER TO VERIFY THE ABOVE CONDITION, UIMMATE DESIGN WIND LOADS DETERMINED PER ASM 7-16 SMALL, BE FIRST RLOUCED TO A,&O, DESIGN WIND LOAD$ BY MULITPLYING THEM BY 0.6 IN ORDER TO 8-3) IN CASE THAT PRECAST STONE, 04 PRECAST CONCRETE PANELS BE POUND ON THE EXISTING WALL. 10 COMPARE THESE W1 MAX, 6kS,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SH41 BE LONG ENOUGH TO REACH THE MAMN STRUCTURE BEHND SUCH PANIELS. ANCHORACE SHALL BE AS MENTIONED IN 8, I) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND WHORS ON `P4TS PE,D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS N01 USED IN IMER ANULYS& FASTENERS SPACING 70 WOOD K0,_1 SEEN DETERMINED IN ACCORDANCE WITH W.DS, 2015- (C) ANCHORS -94ALL BE IWALLEAT) FOLLOWING ALL OF THE REACOMMENDAIONS, AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURCIT STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIF151) IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT III 2032. AS PROTOCOLS TAS-201� I 1 a SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF T44E STRUCTURE WHERE SHUMR TAS-202 AND TAS-2133, IS TO RE ATTACHED -10 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONIX RE ATTACHED TO CONCRETE. BLOCK I Z THIS SYSTEM KM BEEN DESIGNED TO BE INSTALLED ON THE OUfTSQE or THE OPENING ACCESSING 1HE OPENING MEW THE OR WOOD FRAME SPAWINGS I INSIDE W/O THE USE OF A JAGGER OR LIT-T THIS APPOCAInOel 15 VNJC WHEN INSIALIATTON r. INTENDED TO RE PERFORMED 12� THE INSTALLATION CONOWTOR IS TO SEk/CAU1_K ALL SHUTTER COMPONENT EDGES WHICH REMALN IN CONTINUOUS FROM THE INVDE OF STRUCTURE. CONTACT WITH Ti4t BUILDING TO PREVENT W;NDi INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI AROUND FULL LEN67H, 3. SERIES TOM INSTALLATION IS APPUCARLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN i'NSTALPATION .5 REQUIRED 10 aL PERFORMED FROM T14E W51DE 01' 5RUCTURE. 13 S�FORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 11PAWINC PLUS 94Y BUILDING AND ZONINC. 4, SERIES 2000 INSTALLATION IS APPUTAW TV SINGLE AND DOUBLE HUNG AND HORii SILMERS. STYEE WINDOWS, WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INVALLA71ON IS REQUIRED TO BE PERFORMED MOM T14E INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM. INC. E - F HANG STORM PANEL SYSTEM- 13 PAIEHT PEN!". 5� ALI. ALUMINUM EXTRUSIONS TO BE Goli ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 1 5, JO) THIS PROMICT EVALUATION DOCUMENT (P.ED�) PREPARED BY THIS ENGINEER I$ GENERIS AND DM NOT PFMOf- INFORMATION FOR A SFIT SPECIFIC PROJECT; I., WHERE THE SITE COMORDON-_ "TE FROM THE P�E�C, 1 6. AJU ALUMINUM SHEET METAL USED AT CU)FURES SHALL HAVE 3105-MI4 ALLOY- III) CONTRACTOR TO K RESPONSIBLE TOP THE SELECTION, PURCHASE AND INSTALLATION RIMMING UVE SAFETY OF 7. ALL STEEL SMELL METAL PAINTILLS, SHALL oIAIVE STRUCTURAT- QUALITY STEEL, ASIM A-063 GRATAL _% Min�, GALVANIZED MEL THIS PRODUCE BASM ON THIS PLO� PROVIDED HE/SHE GOES ROT DEVATL PROM T41C CONDITIONS DETAILED ON DES40NAT" W/Fy- S&S "I (AFTER ROILLEO,1� THUS DOCUMENT t0fTSTRUCTION SAFETY AT SITE IS THE CONTPACTICIVS RCSPOHSifip.ffy� IT ALL SCREWS TO HE STAINLESS STEEL 404 OR 116 IN& SERIES OR COMMON RESISTANT MAIM CARBON STEEL AS PER, DIN I.) THIS PRODUCT P_VALUATTGN DOCUMENT WILL BE CONSIDERED ;NVAEO IF LiCiATTED, 50018 W1 50 k8i YIELD STRENGTH AND 913 W TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,114 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MU 9. BOLTS TO BE ASIM A-307 GALVANTZED STEEL, OR AISI 304 SERIES STAINLESS STEEL. WITH 36 Kp MINIMUM YET,D ", ENCIM, BECOME THE ENGINEER Of RECORD [E.O.R�) FOR THE PRWECT AND WHO WILL BE RESPONSIBLE FOR TmE PRELPEFk USE OF THE: PE,D. ENGINEER OF RECORD. ACTING AS A DELP-GATED LNIONEER To THE P.E.D. ENG,iNEER, SHALL 10, ANCHORS 70 WALL SHALL OF AS FOLIDWSZ SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS 'OR. REVIEW (A) 10_=5�1"am_ (0) THM P F-D, SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - �/4141`,TAPCON ANCHORS AS MANUFACTURED BY IT W BUILDEX. INC. (MIN- t'P-3192 P�ILL') RECORD THAT PREPARED IT I- /4' X 7/8' CALK -IN ANCHOM AS MANUFACTURED BY DIEWALT INC. (MIN, V-3000, ;,�PQ 10. STORM PANEL MANUFACTULREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN I I I - I 0 PANILIIIAE L 11111 TO 8k 1.nMAXIE ILUI ANCHORS, AS MANUIACTURIEG 11 ILCII CONSTRUCTION PRODUCTS ACCORDANCE WITH SECT" 1709-5.3 OF FLORIDA BUILDING CODE ONE LABEL. SMALL BE PLACED FOR EVERY OPENING (flb`i'M PT'Ll) LASEUNG 'TO COMPLY WITH SECTION 1709,91 Or THE FLORIDA BUIL04NG COOE_ AJ) MINIMUM EMBEDMENT OF TAFCON ANCHORS INTO POURED CONCRETE SHAJ_L BE 1 3/4- AND 2- FOR PANELMATE I . FEMALE 10 & PANELMATIC PLIUS. ) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* CAL15-04 ANCHORS SHALL BE IS ?/B' 114TO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED- 1/4' o-20 SS SIDEWALK BOLTS USED SMAL, BE LOND ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS, ,0,�!Ivtossq" , - `� A,I) IN WE THAT PRECAST STONE, , CRETE PANELS, OR PAVERS BE POUND ON TH EXISTING WALL OR / ". 4 I ss , , PRECAST CON E ,�� - T� ".4 - FLOOR, ANCHORS SHALL REE LUNG ENOUGH TO REACH THE MAIN STRUCTURE K�INO SUCH PAINTEUS� ANCHORAGE SMALL 421- , 'VkGEN,� %'Vl; BE AS MINIINED W A 1) AND IN 44)� . , ., e %._ i� I ' s � No. 44167 " = kD) MD_2Tj&aAQN0M_M&1iL_� z *: = = : * : = . � TIT _z - 1/4- 9 TAPCON ANCHORS AS ILANUMILLSED 6f 4TW fiVi INC. Z; - _ __ - Z FLORIDA BUILDING CODE (High 6iocity NUT cone Zone - - 0 X - CAUK -i5W p,%.I,) %, �!V... e " . -7- 1 -, ,---, r P - . , . J;/4 7/8 -TN ANCHORS, AS MANUFACTURED BY DEWALT INC (Em ip- . '01, . 20 CAGE GALVANIZED STEEL STORM PANEL 4-10 PARELMAIC FEMALE 0 AND PALATELMATT! PLUS ANCHORS. AS MANUFACTURED BY ELM CONSTRUCTION 11 I - - DRAIIN BY PRODUCTS (V-2071 1P.A.) C, " . ;��, - 7/24/w4t. .... .. ____1:'1ft,i , - , / 111LIE 0 IN, \ GLOBAL PROTECTION PRODUCTS, LLC. " � -_ ell , * z I&M S.. .41 5RIECi I RUTH TvaiNa * ITHOINLICONG COMPANY D.Iv_ I'L ZLXiI`R,s,;WB_,w 1� ,I-L. 01. PHOW, 0115.)IRi 1w 20-176 . ... - I Im -I-,- _. ' Diel -.1 M_ - P.E MAt"�%_"o.it �-ODCII71 11 - I - I-f - I - __ *AiXLX A� "U" ' I I - ,_ , - � � ruw, J.. j w,eir' - -J--L - - - ;_ _Ami ::�� = " w .1 I _+_ a) a) = Cn -F0 a) -6-1, 1 _0 > = 0 = a) 2 -6-ft _0 L_ C�L 0 Lf = M -0 CL . - -6-l' w a) CD 0 4-, (n -4-0 - C = CU -co Cn a) -0 0 -0 -0 C:) 0 .= a) = L_ - 0 c- = -2 3: c = 0 U_ - �-� "_ CU CC 0 CU C:> > ::D CIO =') " C`� - !;i (n a) L_ -+-a 0- 0- . Cn ,0 - = CU .- CIO O_ R I _0 g < I 0 �- -0 . - U) .1 �� i;- S �,_� _s, �_, = - e .. s S .) S .." I ,;- -M Ln 0- a cz V. .� 0 0 CI_ - 0 4 z z w mi ___ - - � - - r I COMPONENTS EOR, SERIES 2000 & 1QOO E-Z HANG STORM PANELS X/24 a (M NOTE 2 KWWi INSIAL1910 DETAILS FOR �E JU ,2009 AN ANG STORM (SCALE 1/2-t-) 10a - itt IT's.. V/24 11, 1 14'/24 1, W - I/ 1 4 W/ ON W/O & 0 r * ISIX NOE 2 JARLOW) ,- Me,, 2 241111I� V/24 110� . EACH jqv FOR DONCREOT ANCHORS, M I CONME ANCOM T TPEL'�Vr r0a !`:n " PANEL (11), INTO POUREQ CONCRETE OR - reOCREIE BLOCK ,--- ---z,'1SI- , , ___ 0" N, - ,,, - SCHODIRSEWN TV,, ---Y- AT a I* - Min. - Tsm wlDuPt on SHEET , _,. _� L mxgp-- - - - . - _ 15. 1 go- (ICOAL WIDTH ,)'- - - L - - - L 11 . - L _ - - 2250'7 7- 2.59 1'� \ I, ft.- 1�� I' v.; T -F7- ! � � NKNO`Y; `��11 _U: i", - , \ 147 SMJLFM 00100 SCRE , IT SHOT 2A �L L 1 25) �L -J,�I- slks (m %o0NAu RN-1 11 .1171� �ANCNVRI L ____ . 7 - - ' L I gm . ,_ �____ -_ ____ -1 - - 12.500' (EFFECTIVE WIDTH) - - --- - I . - l�--2.25C'= ,i��' - - . . I -) __ - - I � - " 00119 i 40 TatCe'CAMPIPP, 1 "Z�_' - . sietv .) __ L_ soe� 1� 1� I Cn -4-i I I I I f , , ' L , 1, � __T _ � , , , 1111-- - __I - - \ ._�s M-.%") 7\ ��, �e_ in tj;� Wd - - - - - I � � � r I 1 3--��;WVV,w .. - - - - - - - --S 1/4- -- - - - 1� -I I � ,�' 412.-:b - ,/2* [_, T - - �."d - \ \ ,�,`, : I'M !! 1, __� _ I 7� -, �--�-V " W 7L I - 1�3?0'_ --i'ary - - 1350* - 'Sw - I 1 I � * � I I O' �, �p -1 1 "7 __�', , - _,�� ..... I -_ vi;�%d I i 1 � 1 1 1 I i I I I ! I . -, - \ __�� - ,,r / I 11 I , _N I I � z - .1 I 1 i 1_1 ! 1 ip 1 I 1 .� i ; 1 ; � I 1 I . - - __�� 5 1 1 P.We,R ...',"M 11 � � 1 ", __ - , I L I I 1 1 , , 7`!, i �, �� PeOcNoT 11�_ i T -4:0 I , - - Ty, 2.5w 1 i ! I I 1 1 1 I , - �� I ___, i Q75, I I I . . i I i I 1 til f , I i i �,,�� =t==�7 ---- 34- -1 / r - I I - - / , , - -z' 1 .073' -1 T,P. 4 I I i . I "' L � - �__ I .x bw 1 i I I i l � I , I ': ! L _' F _' ' r , ' � I i i I f t i I 1 I 1, j -1,11,\\ I 'i -1 P" I - ",�* I - 41 - - J_ ,. - __ 11 _ - - ; L_ d ;,, ""I �. 1, / -�:t � 3-soo, �1 2L24A' � 2.500" I I _ , _. � 1 1 1 i - , - []_ M i , _�, i I I L ", "I, � 1 � � 11- (1) zw* A - "" ' L .1 � I j i - I � zo� I . 1_� EDGE � 1 I I -_ , L T -_ �, 7, _, 11 1. I -,-,- -f- � 60 x �. - 11� I I - - i - I Ltaw = / HEMMED , - - , I 0 Y, M -, , - , - ' \ . :,; I- - I - / R.Nl� I (END PANEL) DO, � , P I I (. � I I (1w P ( W T _wM00; _��) I "I i - P��! -I �, � ___7 � � PANEL) IN�q L I . I - i Z / "TUL , � i �j Sir NLI L 3. . BELow I I I i t 1 1 1 I 1 1 1 1 i i : i SEE KOM 2. 1 . W-DY SITE NOTIE 2, 3. 1 BELOW IS E N?TE . SO.Q � I I I 1 ` i SEE NOTE 2. 3, 4 1 L 1' I "" Y. 1 1 _� __4 .", U) No - ! I ; I ! 1 ; lu�, , I i- \ I . I I I I I _ I I ; ; I BELOW - I N I -+--a , AEV. I 11 -i- I i I '1� I . � , I i I I . � ==4 . I ; I I � . i i I I '_ I a -'MaKr :," -, I 'i '--.?. ...... A 4 . I IT I � 1 1 14 - � 1 1 i q'I 3 i I i 11", �', , GRIDE I _,`=3 �j - . � �_ ------- ====��,_ � I - - _= . ASTIM A . I! ___ _"� ' _' ��P��) IT11"Ti -1 " , __ , 4'- -_� 73 TOO" I G&IAVIIZIET, STEEL. I 2.2.4- ., W IT ,�e >11 -So \ _ _1 - 2. _2 _ , �� I ,.�L" 'L",-, � _t�,E'A' - __ -1�7 1 1 4 1 1 1 _�,_ �I�,,� I 1. � L' \ - � --A- ,.6 1 i� I �'. I 1 14 - - .. - I I I ::� - I ,-- __ I I ,,�,_ I ! � I I . I ; � I I I I 1 i. 1 ; I L �M I ,,� � I TED PANELS Z�, I A V T 60L � i �- - WT, ; I ! .. - ! �1 =) M I I- � I I _ IOLP PANELS W _: ( ! � ! ,� -05 1 �_� rf).� 1 �-fl 11 11 1 T-� (� i i 1 71 -#--a I-, __ I ,� 4 ,-4, , � '' , IT N I - � i I i I � .1 I 1*fJ'e 1 i 1 1 1 I ,/. - I - ___ I- i � � 0 1 i I . I � � .?151 '��- 17 1 , , I , 1 � I 1 1 1 1 1,j 1 1 1 j I � I, . � I—- I i - / \_ I /� I I I � I I I � I 1, ,7,---f � -i5d, I , - - � 'V-2L470- 1�1;1 I I I i I 1 1 1 1 Y. g�.,�/. .., N/ � I I � I - - 6,250- --- - . f -, , I I F I i*' 1 ' � I � 1 1 I ! I I I I., III . __ Q� - � IL ' 1 , i i , I I , , 1 i � 14M IL. i-1--i- _!_01 I � (1) STORM PANEL - 2,470' -- 1 I 1 1 1 1 L � 111 I'll 1L]" 1 '� 1 i _1 11 I'L! ] I J i � - � . I- JiT 1� I 1 I I I I t I I—] Tf f J.'r I �L� 11 -T-- ---,- --7- -1 -------- - I'll, ...... - - T I . , , I j 1 � I � � ! IT I I , ! i i4l � i I ! I , I : I - I I 1 a i i IV I I i I I I I , 1 , � , � 1 1 L i i ___0 0 � - - - , i I � - , , W-ML . � - I 40 , _r_________1T1_ � I I L, - - � L ,,, , -.[ _ - j � �]_ - ., RtElw � I i , I �.! 111.1"LL j , I,JL 40 k �0 I I TL I I I _�T_ 11 > 1 I I '11 ! I I 5 § I I I i 11H 1H 11 H i Ill 1 1 Ill I "i I � 4I)III)II 1 1 , I I . I I I T : I ff,YU= 'U" BACK I I jil] I I!j ; a 1.1 11111 1 I i I , I I � id I j I I __ f""""""' L_ ,� 1�,l 11 ITH: I - � I w I 1 M $pmmsl 1 , ; , .----. . . _____ ��_,�__..;__ 4 _Z_4 LI-1,11-16 , ` 1, � I, w 1; 4.1 11111 !1 I Ill I I I I I I �41 Ili I , _� a , , � L IT I I � 4 1 Ell L I. ` I : i LOY SHM 0 . , - .= - ____r __ - .I--- - __ I - L , FOR M,. - - - - I VI " - - , . __I� = � ,Aw-RE i ,P) �PCN SEE SCHEDULE I - -1 M � � � � --: SEE NOTE - BELOW, . 11 - -;��-v III, - "%&Y - 0 i---,."` . - . i - jUTE 3- - I- -12- � - I .. i I . I 1/1 I I I.- TA . I , o- - - - - 1 3�_ `--� j-,M'%w) - I f I I a- I WISWN� �. � N PAVEL's END UP, ��,,�. ,- , 1, -, : (Er I To i I V. ,,a I 1 1 , - � fi I ;ze;� - 150' - ue� Iii .�MCLOP.1� .1E1 .0�. 'L . M r LOCAT , k/ Hamm EDGE - L __ __SMQ` SEE SETTIORS DIN SHOT 2a SCREW-'. M.L AMI"folelE OR 10, /2. I T/r 5 , lk " A I . - -1 I .2 1 L I I - . ,,, TO BE INSTALLED AT I I '_ KILT & TO c000. � �" 1 M. ,Nsi I I TO i 0- ; 1711* INTERIOR PANO.S_,,_ ; TvM �� ! EVEST Oi : 11w - : GROW " "M I 1-1 ],,1:11 - . _____ _____ __ .",��"" L' - _%1.1 I ��- I . i I i 1x%A.p i ZI. 1, - � I - - � < >-- - - - -1 - 4 1 K�r I 0-0- OR ./O@-O tl � I - Cn 11 . I � . ,-' *0.06* .3 I LAST PANEL 0 TO BE LIMSTIALLED AT T!AO" BE PRO17M E i -�� -- -1 , t,* ; TIQN FOR SERIE� OPENING SIOLL ALWAYS I ON F-0, 8 ME I 0 I REAR HANDLE TO fAC9AAW I - . i ! ,-, I � I I �, , ; =T9 I I I I I TYPICAL ELEVA 2QOQ REAR HANDLE TO FACILU, TYPICAL ELEVATI : IF PITENDED TO BE INSTAU-0 FROM : - I /I �: - -.!-- - ! - - _____ - ; § 1 ;1 ____L1 _ _.. _11'.... � 9f i 9 -6-0 , ��- - , >-�-,�� 125' h I i in, - i IF WMINDED To BE lNISTALuED - � 1 INSIDE or STRUCTURE- I I I Itl ----,v I - _X , Id PANEL 111 SISIEM � I ! - - - i I % , I I � - - INSIDE OF S E-Z HANG STO M PAL N I 1 SYSTEM §§ I -� I _____T - - � . "' D2,50- '-� - - I i SCALE 313r - I' I SONE "13r - I - I I; I . I I _�11_ _____k__L d ; I I N i I (D L) /' '. HEMMED I- - , , . Q- 3,750' i -1 i - i g".-,-�-7,.i ! i I . 11 � I i 11 .1 I 1 �1/4' Wu. GAP ,/,* - GAP r-1/4' Mm W 114. ft� GAP -I- 11 I i : = I I 1 �3 � I P, . /11� - . -A !h j . � i I ;1 .11 � I i 1 p F, Z, I a " - - . - - I i I I I ,� I p =3 1 , ),--/ 7`7 7 7 7 I '\ / I . ��' , I, I 0 . 111,_,,.�,, I � ir.s'-) r, I ! , -, , I - ,,��,,�`e,'; ,�,_�; 11 14 1 ISOMETRIC VIEW DEIAIL .00 2.060, �1 -Z 1.z \ N�/ \_/ \_/TL1_Kz_ \--/- NE I . e , :1� I a I , I . ; I �� I I ' ' ", i 0, i I$- I ,�!I,, 4 i C -0 " END LIP Ill HEM ED EDGE- 150 1, - � I- I I 1�1 : , - ��, � ROUNDED CORNER 0 ENDS OF PANEL'S 5' , I elf, V_ @ */ OR *10 (g). Q) I SECTIN 6- _" ;\,-, 2ginit � , � ".4 T! =. .1j I _,� - LL . - � � i � I I ii SEC119N A- 4N , 11 - 1-11 ; � 0 * __ i� t I L________._____ I I I =-,-. I - , : � i i �', ,� Wz%� *X/ .- �-� I '.� 1 4 __7 3 C (NT.S)" ; � I I i -i 26, . I' hm � so" 31w - I, I : I . I , � I ,,r ; I 11 L_ I I ,, *��111111 , - - � I I 42 I i , ;,-', - - Pe "I j I � SOME 3/v* (1) DEFINITION OF SERIES TOM: E - 2 HANG STORM PANEL, SYSTEM CONSISTING OF PANEL . _1 im 1" , � @B, I I I � "I . -2,1)00'---J R.Z - - I- M__1 � I - uglEs TRACKS AT TOP & PANEMIATE PLUS OR IS! LONG 11 q.'I ,I,- I 1 4 IXteDWIT � 1. I/I.Vi=- n BOTTOM W/ PANELMATES, � �-` Z" 9PNM 11 LOAM FANEL SYM CONSISTING OF PANEL � "I - I L��,W�� .C, . WPA, - I j , __ t I " I V `1�1 , I , Z, , - " ./7 W/ I CIO 7. 0), DZMMQN_Qf�SERL'x�� E - 2 HAND S M t, No ii - I I I .T . *M I GO to, - , .=�-�o�� ,",� W4� ,��k;- ... 1, WNG". ERW � I I I , - r , --� I I (�) .j!__Tj= . rq��p To I - i (1) 5"Nox.) ALUM, ANM (2) ED PANELS SliALL ALWAYS BE CONNECTED 10 90770M TRACK OTH ISE A STOP MR / �- 1� : I 11 "I L SMate"104NECTE", To ,xvv Ana...- OF _ ____ IF �11 _! ---- �_ _ , - _U"�, -�,!--.azn- ��,----, 0 a) Co,nl. TRACKS TOP & BOTTOM, (2)+ END PANELS SHALL ALWAYS BE C" W. ,I � MULAN",'I /�� ",,� = -_r - ,,, (�) Mg 2' ./ " \ I I/-, �11IDE SHALL BE PROVIDED AT TOP OF SUCM PANELS. ' "'IT ' " ' "' "', - _', �AOX N�N`P`M I � . VU . 6 it Ir *IIL - 11i' - - TV .'/?. 'EPT AS rsw .. 2 -16 Alurn. ALLOY WIND NUT OR 144;0-20. MK III UM TIASIXED 'NO " - moyNTING INSL �,=�* / 1 --,o _ TVI 00YOT04 I- Cn C4, A 6061 'L -I f- (3) %� ARE CGNI1,E/1M,,E TRACK, C�O/N4 3) ELOW)� t 125' IF END PAN/, .S. W y �EC-RGN SHAU CONSIST OF DESCRIBED ON 0 J ;, ipTlO11 1 1/4, -20.3 2 WIND NUT OR I 4 fty4' Min THUMBSCREW . 111100TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY I AT EITHER OF Two (3) FOR CASES WHEN END PANELS ARE USE JKANTLY / . EXTERIOR FLAT FLANGES OF ENO PANEL IN .�,S* 1-0 (p AT WALL _MOUNTINGL Lffim , = - - ELQQR 1Q_Qf1UNA_WJMNfL JMST, BUILD -Ma M M ON " .� q, (tWUT ENO PANELS ARE NOT CONNECTED TO K , STOP BAR 0 - "t I? " I 1 I BE PROVIDED AT TOP OF SUCH PANELS, I .wU951, 1 (4). IN CASE THIAl END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR SCALE it/S.I- usmo-A! IS LY USEDIAT (4)� FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY w1w/', ! i --Ai) 3A-, SCALE 5/8-, fn I - ON TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING UMATES. ONE INTERIOR PANEL - �__ 51 I. d) I L. i i ,E (3) ABOVE- IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTI OTTOM ATTACKING BOTTOM TRACK TO WALL w a AT UP v; %07011"", '".."11,4, USINGTSPECS NDICATED ON no � s`NcT`C-"0`4 AND W-014divi 1. I 77:�_11 ,I To Sto TOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMATES F No ING SHOWN ON ELEVATION AND W1 - r - I - -10 -1, "'At Ik T, -*A T'P .01 Al� - !1,1/' . "", . - - ,,, ,�,, � ........ . "'U011114t,"'F, NOT NEED TO BE rONNECTEC STALLED f IT - ON _11AiI7 n fi�..` EN ` � I I !I- r %. 1� ,sp Tj - ,, \Nr, si%��1� ,x.�t� N. Q;;?,�, SUCH THAT ADJACENT PANELS M - LEFT & PONT SIDE OF OR PANEL) RAVE �il : ( , , THEIR OVERLAPS RETAINED BY 0� ,8- - � - . -_ - 8 !I 11 0":. * I 5) SEE SECTION V, 3' & 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25- Min. EDGE DISTANCE. FOR TH V g,� 11 4 � 1 7 , OC Fill F "IN, , !Sj_kLM-R = _TR_ACII_ - i S, LLJ I i i 1 '055' (T,., lr�� , L.X 1. -MOB", - I = 50- , 4 , 'TI, , M X, r t - PAN -i IF - - ti ., (Ili I - I SCALE i ; , ... .�. - - _ - __ I z : III ... :E , - I - . �, .. �� I = . S .441 '. = -. , 0.44167 - = " 'L �� I__L====j] 67 ` s If-, I I M ,q) . ..., , S '..!�) , �� \yUN " i -J *: . - FLORIDA BUILDING CODE (High ValoCify Hur cone Zone), ;� 1. I- FLORIDA BUILDING CODE (High Velocity HIM cane Zone), . 1 Nz CAN ILL E *. : � . FLORIDA BUfLDIN city Hurricane Zone) L i : * * - - I 0 Top A BOTTOM MOUNT, - - = G CODE (High Vale I L I __ = I 7. f ,A, COMBINED I, MY eAT To TILT ANY ." 3 � < 350- - .- '. � TATE OF -'�.� 1 uILIao mlom, INC 20 GAGE GALVANIZED MEL STORM PANEL FP Z : .= I&TOW. � F.P i INSTAI-roo - . = PZIM,I "Eco, - fpLe, � �J, No, 4 167 " = 20 GAGE GALVANIZED STEEL STORM PANEL , I \ - I %'jI'--. STATE Of .�7 f 20 WE GALVANIZED STEEL STORY PANEL = 1 - ON" In, = . De'" � ., DMO -3, M_____j _ - , - = ,----�. - - In. A - I .'� 0; . A - - *: _,., . - , - � . i _ -% - GLOBAL PROTECTION PRODUCTS, LI.C. `K"`/`e`A __ int.,2020, 'zp*4_ 1�____Iz� M. --.--.-.--1 , i g � , , ' �� <5 F .*Q� z nkn� ___.__ � � � TATE� 0 3*x3,(m (�) STOP BAR �, . S/; 1�x GLOBAL PROTECTION PRODUCTS, LLC. ____ __\ GLOBAL PROTECTION PRODUCTS, LLC. -72;/� DETAIL I YEA-X I z ?�, ORIOQ LL� --., ;-6; - . . , 411.4�_ ____ �Itl ST a ,�L' .") - SCALE: 1/2' . I' r .1 , // - INC "'Ity 4w �. 51 � 11' LONG TILLUT tOVIING * Z0==jftNY ow- VIL 3m" ff"A' Tts""No gOINECILING 0-0 mw� r, =,� IN P,M� LIL' / 'I--!,. ,C,j f Lee, / - - V`__`zl� MAIS, 1 3331- 4" SA, 51 vlew "11� InHIL i PRONo (sL4)w-7sIIi, fAx� I_ytiii , j toll, . 100v�/___ .1 - --- �!vi- - L!V" 1. !H)WW_"Ls1 ra Ga. / T, LTE C -0. 11 C\ 4HKX, �w. 5 STREET . /T17LEC0-._- \ L__L____j ' kAIAL " y I TILLIT TESTING IT CNIMNECANNO F5W� 20-17 . .11'... - .. 6 � ��g,l / _X46. F0. 1".)(11-57,11 20-176 "-!%,. PH`X�, to _M7 20-176 < W63-75 Aturn. ALLOY / M�..'=, ":K='0` - I - - _ MNt - - 1 02 - - P. I - - Nlt� I " P1. wN_/gwIArPiR,/oITE - i.w.111 --!! fT4� `1,,PNN",f�,,jA11FK sF*,aviMT.REM.R Ck-000KITH? L!r!L_1 __111 - - - _�!1�111 -.E SEAki"ATIM/lIATE `�; 219 ��_ E22J. __j .k,rfA & 'I 'in, PL I - - ! , , It JAALISR A, TAX 1k.. r WALTER A, LIPW .� 'I, IS ic _- F - M". L_ _J_ I agm,ej gj -I ; -11 I - I , I - I - 1=2-1-112i "41 I t I I � __ - PUYW04� IT 01 . _. a ±----Z± =_ a - I I I I I I SHEET NO, SH 1.2 IN51ALLAIION DETAILS FOR OPTION ;02 FQR LIFE SAEEIY STORM EANEL SYSIEM INTO EX151INQ 2!2URED CONCRETE OR CONCRETE BLOCK STRUCTURES 11/44' TAPC ANCHORS 1,'4' TAPDON ANC44ORS a IT, D.C. , LL_ O.0 I , �, , -11 POURED CONCRETE 1� � ., ,- OR CONCRETE BLOCK ��- , .11 li - I � - REGUIRM I hurricane INSIALLABON DETAILS FOR OPII!DN #2 FOR LIFE SAFETY STORM EANEL SYSTEM INTO EXISTING WOQD STRUCTURES I � 1, J ----- - ___ - -:- �' " 11, " ; r, I -1 *�_� I i �, 11 '] - __ __ ", I - ,� "_ � �11 /I 11, �� I ,- .1� ,�, I -- li� " - -, ,�,, �� i� I - �-r - ; I" �. - I , , I ,�,�_ � � � F T - I � , 1, 1 1�4'f TAPDON 4 6* O.C� _11 I . i I . I t4". TAPOON 0 8" OX, 1, - �, ,� , qi� 11 - W , It � � - __ _ .. I I . PZUIET4 41N� "MED I I 1: � 6/1CX2 �, rich AT WOW �� U N. THREADED " . I I � � I I t! J N'AT WOOD , I I" �� 1, jtl , �/ I � �� HEADER 'i iT HEADER � , , . -, ,, I I � I I , � � , . ��i I � i .. I 4t, 8_3".1.;&r_ 7 1 11, i � I � - - . I I I LL , -1/1. I , I �_ � L 1, i � 1/4 �� , rr , 11 � I I /,. . . J � j I [F I �j -r-05M. , _._.___ 1, I M., - WOOD - - , � . , , 'r , " i I t I I I I I ; i- � , __ _ _ _ _ , �� WOODRED El � ,, _ I,-- ,,, �'�, ; REOUMD 11 " �� RECUT NFAD , I I � � I ; ,� Q � . . . I . - - III,, . I - CONI, i __4�� , 'i - I I i i h I � L [i , I ,n, --- - __ I t I I � � - I f 11 ;;;�� __ I 1. I =?,;L i I a, I I - . . . I : : : - CD i I I . . , I . I I . � 10 CUT;s I I � � EXISTING. ON SHEET PID 1 � I CLASS I I *I, sEPAoTK* , , 'L, N I 1, M... , TIT (RUSS I � PANEL LENGTH I I - - _.,� -,- . - 1 � D;EE SCHERULL: -- ... i 1;1,1:., - _ PANEL LENGTH Ex'slitta 1 0. SHEET 16) � (SEE NOTE I KLOWT 1/4 I.- * i - - (SEE NOTIE I BELOW1 t 2�,Ij. - _j_ 11-1 � ! ; GLASS _t � ss MS �� I -- I— . I - � "/"v I I 1- . I � � �.;; f � I I __ 7 - -, I I - � �;,, - NUT 1______� - , - `�� , , � I � I ,,,� ::__"�� : �� S" [ . � " � i , I f - I : i j" -, , __ � ; F I i 11NO , � I i I ! I ; i i i � _,_- _1_7�tl_ `___ - , - , __ '. � � ! � i ; �, I � i I : I I i I I � I � - 0 I- I'D , I I I � " , 77� � I 1 1 1 . � I I . �� . --I .. I I- f - - . - . I I '� 6. ED .�, - - - - I ., 11 - I --< I � -- __ E I 0. �- --.:--, _Mw � lia do. - ,- - I ... � � _�_ � I �� .1 :1 I �: i � � ..- �� ; i � - . I , I I r . I I . : I 2-.4- WOOD PLATE '-.� I I I � ,?/S'o . 3132' WING NUT 2"*4' WOOD PLATE - i I 7/8*o 1 3/32' WIND NUT REQUIRED __ - ,�, _ - I I �� I WASHER 0 6 ,/A- O.C. Rii - - �' - ' ' �� 1:1 WASHER 0 (BEYOND) I .1 I I . , I � 114-10 PANELMATE P�� . I �;; ,� ' ' !�' __ fl-10 PANELMATE N � ---- --- _L i ! � , �USI __ � ; " , -_ , I 0 5 114- /a , , i 0 is 1/4' O,C. W/, i�i' , . � .1 I i � �i 1, I .. lI.EAD11EC_ %Ir MITION i e � MIN' TMREADEO PENETRATION I I I AT MJOVAD70 OFPPLATE 1 : AT MOVO7M or PLATE 1, � I I z , � -, . - I � - L 1, �_ __ _ I - _. L I , L , � LINTINO INSTAUMON 9WHIM INSTA Amobf a" 0l't"AILN"No", 915 � Ij A MR a ,14� , �A, lWiNs, REGULAR PANEL . � .... 1. " a SCALE 3/8-1- A"!i�-"LEN&'*`, -�;;,*, SCALE 3X. I - FLORIDA BUILDING CODE (High Velocity NUT cone Zone)l ______,_, - " o 44 * ' �- NN' If *-.,* A NOTES ---: -` 14 ot4 41 61 " S M" ALUM W_ Pp I ' . 20 SAGE GALVANIZED STEEL STORM PA14EL 1� #45TAUATIONS ARE ONLY VALID FOR BUILDINGS WITH AS%D� DES" LoAGSE = , * . * E -�-_-, DIMPY1 &� � * - * ��_ -' UP TO +55�5. -72.0 PST AND PANECS LENGTH UP TO 8' r S ATE Qt-- � - ------------- I - . r7�1_ , , --- - �, % ,'. S ATE Qi�__ _�-_4_ , - _ - GLOBAL PROTECTION PROOUCTSe LLC. ' '.,,. or'ji�... 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN . .;� TTLuP!*"_ - , , z PINE No 2. W/ SPEC'M DENSITY OF 0.55 OR EQUAL �a% a Ro - , -- _. ITT 1�k�� - ... 11 - *` . TORINO & ENGINEERING COMPANY DAVE FL =11 20-176 ... ;- - III, , - _4= . .1. PHONE Ve"IYUP-71H". FAIL (65,MIL-87,71 - .. . � - _10AI.- - - alkeevc Ne,. _#lon, it ,'ot-VOT, �fq-q,ft/�VZTE CA- 19 W&TER X.. - F - -1. '. I f I __ tu�� , , HP. I ;, 1 - I F - I . I - i - .... I I POURED CONCRETE OR CONCRETE owd REQUIRED r I - fi- 11 I II I I i - F I 9 � 1�t ,9 'u r � �_ � I t:',w'r,777 I -, : - �3_ ", � �. ELO-' .,: ; i , , I : � ::��' I L I , I , - � � *!_11 � - _-, I � �j . ; - - 111,4ZIWO PANELMATE PLUS WY � 0 � 1/32, WIND NUT ws"Efir � 0 6 I/.- CC, . POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATM SECTION SA 0 REGULAR ?ANEL SCALE 3/a'- I" SEE SHEET 19 & 20 FW ANMW I TYPE A, Airmail Tow: ___ 1/4'I, - _kik Ilf-le SPACING FOR TNDujUO* I= WOW - TNN:ON � 'A'im0f. FRAMIC RUILDINC, 4, AtKNOR V- 01) 3 1 WNW ANCHOR SPACINDS 00 = (H') b � CDGE OWANCE ARE R97OICED 01 _ oe,_ __ ___ SCHMU FOR ED UEZRIA" INDICATED ON M. -.4 C.) 3 3 SCHEDULE R ANCHOR SPACING BY M " MULTIPLYING SPACING SIX" ON SCHEDULE Xceft ER Box WON* - w THE FOLLOWING FACTOM "OR THIS OPERATION TO BE POS39.1, REDUCED . I I --ILI?' __ , ___ � SPNCINT� OBTAINED USING A.VTO§ SHALL NOT _ � _ _ IT ,,�, - BE I= THAN, WNTANUM SPACING MOM - -1. - � - - FOR EACK ANOTM TYPE M T-tt SCHEDULE r � . __ - s 11. I -11 I 't�l : � 11 , ,� '114, rc , �� , wx , - I � , I - . � - I , 11 : I U_ �_ I , ; I !, ! I i ,, I - � I � � :,,,� -, I �� Lil ,t�-,��i- -, ... � a � , : : Cow I I I I � I �. _" : , - I � I.- OUGAIMP" ; : 3 q � - , - I `� 0 j t 0,01, , i � I t , � � M-1-21", :, _ -, __ j 4 ,= ____ __�N� --I 9 i - �� _:i,L_,11___1____ I i , i 4 , I -1 , �, - � 11 - I-.-- __ ___1i,_ -1 , " 11 11 ;_ 4'' I-M. ; .11 i, I Af�r , MR . - - , 9 01.7.MLAP I I I z , , , I __ - -1, ___ - _ � rl _! � - , - I ____ !_ - 1. : . I ! 1 : � 1 ; �� . I �� . -t � . � . .. �� -1 I I t (_ -- I , , Lo.- �� L 1_1 - I ,_ - E ; , ;,�', �"_ % � I � 7 1 - T ... i I � � , __j __( I .... �1; � � I -1 _ ,-.-,_,p J;�10�* AMELMATE PLUS W/ W � WITHO NUT WASHER WVWD)a/ST* - -EDURED CONCRETE OR CONCREW $LOOK REQUIRED N Ij;U6LIATIQN a SECTION 58 0 LIFE JAMY MEL SCALE Z/S'-I' - ;" r .��'ENI*ie, ... ' :- No. 44167 *: _'�._EL STAL/IMCNAVURE'DATEr toft ei( � , %_ C111 4 C:p I -..I 4� 1_> - C: FLORIDA BUILDING CODE (High Velocity Hur cone Zon, IF,,= �-TEM - I GALVANIZED STEEL STORM PANEL .rp.,; Lvo:n MwIv rK zt _ 2 - W", /"/� GLO I RVOTECT)ON" PRODUCTS. I.I.C. TO .� 4 Er JECOIN , \ Qmw ". ,,, IF 7 .. 4 ENVIMER'No COMPANY t = 20-176 P_ It-11t IT= P=0111=7�� 1� 410 -9-11, - - - = 10. M%11" :7�r - "INIT W� C: C. c a. C ; 3 .s � . A 14 C GENERAL 1 7 1 E-Z RANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-0.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, 0 MINIMUM EMBEDMENT OF TAPCON ANCHIMS AND PANELMAlt F-rukLE 11) & PANELMATE PLUS IWO CONCRETE ACCORDANCE Willi THE 2o2D (?in Ebaft) or THE FLORIDA BUILDING CODE, BLOCK SHAJ� BE I t/4- DESIGN WIND ED" SHAU, 19E DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CDOE� 82) MINIMUM EMBEDMENT OF 1/4-0 X 7/6- CALK-01 ANCHORS SMALL BE IS 7/5' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED 13Y THE JURISDICTION WHERE TH ST LE NO fMBEOMPUT "GO ANY FINISH MATIERAL SH&L SE PERMITTED. S4SE SHUTTERS WILL BE IN AN 0 FOR A ORECTMAUTY FACTOR KfJ-OBS_ USING ASCE 7- LL NOT EXCEED MAXIVOM (kM 1/4 0-20 SS SLIEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY TINISPI MATERIAL EXIST) 10 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 It ZE. TENTOACE 3/4- INTO ANCHORS, IN ORDER TO VERIFY THE ABOVE CONDITION, UIMMATE DESIGN WIND LOADS DETERMINED PER ASM 7-16 SMALL, BE FIRST RLOUCED TO A,&O, DESIGN WIND LOAD$ BY MULITPLYING THEM BY 0.6 IN ORDER TO 8-3) IN CASE THAT PRECAST STONE, 04 PRECAST CONCRETE PANELS BE POUND ON THE EXISTING WALL. 10 COMPARE THESE W1 MAX, 6kS,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SH41 BE LONG ENOUGH TO REACH THE MAMN STRUCTURE BEHND SUCH PANIELS. ANCHORACE SHALL BE AS MENTIONED IN 8, I) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND WHORS ON `P4TS PE,D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS N01 USED IN IMER ANULYS& FASTENERS SPACING 70 WOOD K0,_1 SEEN DETERMINED IN ACCORDANCE WITH W.DS, 2015- (C) ANCHORS -94ALL BE IWALLEAT) FOLLOWING ALL OF THE REACOMMENDAIONS, AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURCIT STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIF151) IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT III 2032. AS PROTOCOLS TAS-201� I 1 a SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF T44E STRUCTURE WHERE SHUMR TAS-202 AND TAS-2133, IS TO RE ATTACHED -10 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONIX RE ATTACHED TO CONCRETE. BLOCK I Z THIS SYSTEM KM BEEN DESIGNED TO BE INSTALLED ON THE OUfTSQE or THE OPENING ACCESSING 1HE OPENING MEW THE OR WOOD FRAME SPAWINGS I INSIDE W/O THE USE OF A JAGGER OR LIT-T THIS APPOCAInOel 15 VNJC WHEN INSIALIATTON r. INTENDED TO RE PERFORMED 12� THE INSTALLATION CONOWTOR IS TO SEk/CAU1_K ALL SHUTTER COMPONENT EDGES WHICH REMALN IN CONTINUOUS FROM THE INVDE OF STRUCTURE. CONTACT WITH Ti4t BUILDING TO PREVENT W;NDi INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI AROUND FULL LEN67H, 3. SERIES TOM INSTALLATION IS APPUCARLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN i'NSTALPATION .5 REQUIRED 10 aL PERFORMED FROM T14E W51DE 01' 5RUCTURE. 13 S�FORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 11PAWINC PLUS 94Y BUILDING AND ZONINC. 4, SERIES 2000 INSTALLATION IS APPUTAW TV SINGLE AND DOUBLE HUNG AND HORii SILMERS. STYEE WINDOWS, WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INVALLA71ON IS REQUIRED TO BE PERFORMED MOM T14E INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM. INC. E - F HANG STORM PANEL SYSTEM- 13 PAIEHT PEN!". 5� ALI. ALUMINUM EXTRUSIONS TO BE Goli ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 1 5, JO) THIS PROMICT EVALUATION DOCUMENT (P.ED�) PREPARED BY THIS ENGINEER I$ GENERIS AND DM NOT PFMOf- INFORMATION FOR A SFIT SPECIFIC PROJECT; I., WHERE THE SITE COMORDON-_ "TE FROM THE P�E�C, 1 6. AJU ALUMINUM SHEET METAL USED AT CU)FURES SHALL HAVE 3105-MI4 ALLOY- III) CONTRACTOR TO K RESPONSIBLE TOP THE SELECTION, PURCHASE AND INSTALLATION RIMMING UVE SAFETY OF 7. ALL STEEL SMELL METAL PAINTILLS, SHALL oIAIVE STRUCTURAT- QUALITY STEEL, ASIM A-063 GRATAL _% Min�, GALVANIZED MEL THIS PRODUCE BASM ON THIS PLO� PROVIDED HE/SHE GOES ROT DEVATL PROM T41C CONDITIONS DETAILED ON DES40NAT" W/Fy- S&S "I (AFTER ROILLEO,1� THUS DOCUMENT t0fTSTRUCTION SAFETY AT SITE IS THE CONTPACTICIVS RCSPOHSifip.ffy� IT ALL SCREWS TO HE STAINLESS STEEL 404 OR 116 IN& SERIES OR COMMON RESISTANT MAIM CARBON STEEL AS PER, DIN I.) THIS PRODUCT P_VALUATTGN DOCUMENT WILL BE CONSIDERED ;NVAEO IF LiCiATTED, 50018 W1 50 k8i YIELD STRENGTH AND 913 W TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,114 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MU 9. BOLTS TO BE ASIM A-307 GALVANTZED STEEL, OR AISI 304 SERIES STAINLESS STEEL. WITH 36 Kp MINIMUM YET,D ", ENCIM, BECOME THE ENGINEER Of RECORD [E.O.R�) FOR THE PRWECT AND WHO WILL BE RESPONSIBLE FOR TmE PRELPEFk USE OF THE: PE,D. ENGINEER OF RECORD. ACTING AS A DELP-GATED LNIONEER To THE P.E.D. ENG,iNEER, SHALL 10, ANCHORS 70 WALL SHALL OF AS FOLIDWSZ SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS 'OR. REVIEW (A) 10_=5�1"am_ (0) THM P F-D, SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - �/4141`,TAPCON ANCHORS AS MANUFACTURED BY IT W BUILDEX. INC. (MIN- t'P-3192 P�ILL') RECORD THAT PREPARED IT I- /4' X 7/8' CALK -IN ANCHOM AS MANUFACTURED BY DIEWALT INC. (MIN, V-3000, ;,�PQ 10. STORM PANEL MANUFACTULREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN I I I - I 0 PANILIIIAE L 11111 TO 8k 1.nMAXIE ILUI ANCHORS, AS MANUIACTURIEG 11 ILCII CONSTRUCTION PRODUCTS ACCORDANCE WITH SECT" 1709-5.3 OF FLORIDA BUILDING CODE ONE LABEL. SMALL BE PLACED FOR EVERY OPENING (flb`i'M PT'Ll) LASEUNG 'TO COMPLY WITH SECTION 1709,91 Or THE FLORIDA BUIL04NG COOE_ AJ) MINIMUM EMBEDMENT OF TAFCON ANCHORS INTO POURED CONCRETE SHAJ_L BE 1 3/4- AND 2- FOR PANELMATE I . FEMALE 10 & PANELMATIC PLIUS. ) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* CAL15-04 ANCHORS SHALL BE IS ?/B' 114TO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED- 1/4' o-20 SS SIDEWALK BOLTS USED SMAL, BE LOND ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS, ,0,�!Ivtossq" , - `� A,I) IN WE THAT PRECAST STONE, , CRETE PANELS, OR PAVERS BE POUND ON TH EXISTING WALL OR / ". 4 I ss , , PRECAST CON E ,�� - T� ".4 - FLOOR, ANCHORS SHALL REE LUNG ENOUGH TO REACH THE MAIN STRUCTURE K�INO SUCH PAINTEUS� ANCHORAGE SMALL 421- , 'VkGEN,� %'Vl; BE AS MINIINED W A 1) AND IN 44)� . , ., e %._ i� I ' s � No. 44167 " = kD) MD_2Tj&aAQN0M_M&1iL_� z *: = = : * : = . � TIT _z - 1/4- 9 TAPCON ANCHORS AS ILANUMILLSED 6f 4TW fiVi INC. Z; - _ __ - Z FLORIDA BUILDING CODE (High 6iocity NUT cone Zone - - 0 X - CAUK -i5W p,%.I,) %, �!V... e " . -7- 1 -, ,---, r P - . , . J;/4 7/8 -TN ANCHORS, AS MANUFACTURED BY DEWALT INC (Em ip- . '01, . 20 CAGE GALVANIZED STEEL STORM PANEL 4-10 PARELMAIC FEMALE 0 AND PALATELMATT! PLUS ANCHORS. AS MANUFACTURED BY ELM CONSTRUCTION 11 I - - DRAIIN BY PRODUCTS (V-2071 1P.A.) C, " . ;��, - 7/24/w4t. .... .. ____1:'1ft,i , - , / 111LIE 0 IN, \ GLOBAL PROTECTION PRODUCTS, LLC. " � -_ ell , * z I&M S.. .41 5RIECi I RUTH TvaiNa * ITHOINLICONG COMPANY D.Iv_ I'L ZLXiI`R,s,;WB_,w 1� ,I-L. 01. PHOW, 0115.)IRi 1w 20-176 . ... - I Im -I-,- _. ' Diel -.1 M_ - P.E MAt"�%_"o.it �-ODCII71 11 - I - I-f - I - __ *AiXLX A� "U" ' I I - ,_ , - � � ruw, J.. j w,eir' - -J--L - - - ;_ _Ami ::�� = " w .1 I _+_ a) a) = Cn -F0 a) -6-1, 1 _0 > = 0 = a) 2 -6-ft _0 L_ C�L 0 Lf = M -0 CL . - -6-l' w a) CD 0 4-, (n -4-0 - C = CU -co Cn a) -0 0 -0 -0 C:) 0 .= a) = L_ - 0 c- = -2 3: c = 0 U_ - �-� "_ CU CC 0 CU C:> > ::D CIO =') " C`� - !;i (n a) L_ -+-a 0- 0- . Cn ,0 - = CU .- CIO O_ R I _0 g < I 0 �- -0 . - U) .1 �� i;- S �,_� _s, �_, = - e .. s S .) S .." I ,;- -M Ln 0- a cz V. .� 0 0 CI_ - 0 4 z z w mi ___ - - � - - r I COMPONENTS EOR, SERIES 2000 & 1QOO E-Z HANG STORM PANELS X/24 a (M NOTE 2 KWWi INSIAL1910 DETAILS FOR �E JU ,2009 AN ANG STORM (SCALE 1/2-t-) 10a - itt IT's.. V/24 11, 1 14'/24 1, W - I/ 1 4 W/ ON W/O & 0 r * ISIX NOE 2 JARLOW) ,- Me,, 2 241111I� V/24 110� . EACH jqv FOR DONCREOT ANCHORS, M I CONME ANCOM T TPEL'�Vr r0a !`:n " PANEL (11), INTO POUREQ CONCRETE OR - reOCREIE BLOCK ,--- ---z,'1SI- , , ___ 0" N, - ,,, - SCHODIRSEWN TV,, ---Y- AT a I* - Min. - Tsm wlDuPt on SHEET , _,. _� L mxgp-- - - - . - _ 15. 1 go- (ICOAL WIDTH ,)'- - - L - - - L 11 . - L _ - - 2250'7 7- 2.59 1'� \ I, ft.- 1�� I' v.; T -F7- ! � � NKNO`Y; `��11 _U: i", - , \ 147 SMJLFM 00100 SCRE , IT SHOT 2A �L L 1 25) �L -J,�I- slks (m %o0NAu RN-1 11 .1171� �ANCNVRI L ____ . 7 - - ' L I gm . ,_ �____ -_ ____ -1 - - 12.500' (EFFECTIVE WIDTH) - - --- - I . - l�--2.25C'= ,i��' - - . . I -) __ - - I � - " 00119 i 40 TatCe'CAMPIPP, 1 "Z�_' - . sietv .) __ L_ soe� 1� 1� I Cn -4-i I I I I f , , ' L , 1, � __T _ � , , , 1111-- - __I - - \ ._�s M-.%") 7\ ��, �e_ in tj;� Wd - - - - - I � � � r I 1 3--��;WVV,w .. - - - - - - - --S 1/4- -- - - - 1� -I I � ,�' 412.-:b - ,/2* [_, T - - �."d - \ \ ,�,`, : I'M !! 1, __� _ I 7� -, �--�-V " W 7L I - 1�3?0'_ --i'ary - - 1350* - 'Sw - I 1 I � * � I I O' �, �p -1 1 "7 __�', , - _,�� ..... I -_ vi;�%d I i 1 � 1 1 1 I i I I I ! I . -, - \ __�� - ,,r / I 11 I , _N I I � z - .1 I 1 i 1_1 ! 1 ip 1 I 1 .� i ; 1 ; � I 1 I . - - __�� 5 1 1 P.We,R ...',"M 11 � � 1 ", __ - , I L I I 1 1 , , 7`!, i �, �� PeOcNoT 11�_ i T -4:0 I , - - Ty, 2.5w 1 i ! I I 1 1 1 I , - �� I ___, i Q75, I I I . . i I i I 1 til f , I i i �,,�� =t==�7 ---- 34- -1 / r - I I - - / , , - -z' 1 .073' -1 T,P. 4 I I i . I "' L � - �__ I .x bw 1 i I I i l � I , I ': ! L _' F _' ' r , ' � I i i I f t i I 1 I 1, j -1,11,\\ I 'i -1 P" I - ",�* I - 41 - - J_ ,. - __ 11 _ - - ; L_ d ;,, ""I �. 1, / -�:t � 3-soo, �1 2L24A' � 2.500" I I _ , _. � 1 1 1 i - , - []_ M i , _�, i I I L ", "I, � 1 � � 11- (1) zw* A - "" ' L .1 � I j i - I � zo� I . 1_� EDGE � 1 I I -_ , L T -_ �, 7, _, 11 1. I -,-,- -f- � 60 x �. - 11� I I - - i - I Ltaw = / HEMMED , - - , I 0 Y, M -, , - , - ' \ . :,; I- - I - / R.Nl� I (END PANEL) DO, � , P I I (. � I I (1w P ( W T _wM00; _��) I "I i - P��! -I �, � ___7 � � PANEL) IN�q L I . I - i Z / "TUL , � i �j Sir NLI L 3. . BELow I I I i t 1 1 1 I 1 1 1 1 i i : i SEE KOM 2. 1 . W-DY SITE NOTIE 2, 3. 1 BELOW IS E N?TE . SO.Q � I I I 1 ` i SEE NOTE 2. 3, 4 1 L 1' I "" Y. 1 1 _� __4 .", U) No - ! I ; I ! 1 ; lu�, , I i- \ I . I I I I I _ I I ; ; I BELOW - I N I -+--a , AEV. I 11 -i- I i I '1� I . � , I i I I . � ==4 . I ; I I � . i i I I '_ I a -'MaKr :," -, I 'i '--.?. ...... A 4 . I IT I � 1 1 14 - � 1 1 i q'I 3 i I i 11", �', , GRIDE I _,`=3 �j - . � �_ ------- ====��,_ � I - - _= . ASTIM A . I! ___ _"� ' _' ��P��) IT11"Ti -1 " , __ , 4'- -_� 73 TOO" I G&IAVIIZIET, STEEL. I 2.2.4- ., W IT ,�e >11 -So \ _ _1 - 2. _2 _ , �� I ,.�L" 'L",-, � _t�,E'A' - __ -1�7 1 1 4 1 1 1 _�,_ �I�,,� I 1. � L' \ - � --A- ,.6 1 i� I �'. I 1 14 - - .. - I I I ::� - I ,-- __ I I ,,�,_ I ! � I I . I ; � I I I I 1 i. 1 ; I L �M I ,,� � I TED PANELS Z�, I A V T 60L � i �- - WT, ; I ! .. - ! �1 =) M I I- � I I _ IOLP PANELS W _: ( ! � ! ,� -05 1 �_� rf).� 1 �-fl 11 11 1 T-� (� i i 1 71 -#--a I-, __ I ,� 4 ,-4, , � '' , IT N I - � i I i I � .1 I 1*fJ'e 1 i 1 1 1 I ,/. - I - ___ I- i � � 0 1 i I . I � � .?151 '��- 17 1 , , I , 1 � I 1 1 1 1 1,j 1 1 1 j I � I, . � I—- I i - / \_ I /� I I I � I I I � I 1, ,7,---f � -i5d, I , - - � 'V-2L470- 1�1;1 I I I i I 1 1 1 1 Y. g�.,�/. .., N/ � I I � I - - 6,250- --- - . f -, , I I F I i*' 1 ' � I � 1 1 I ! I I I I., III . __ Q� - � IL ' 1 , i i , I I , , 1 i � 14M IL. i-1--i- _!_01 I � (1) STORM PANEL - 2,470' -- 1 I 1 1 1 1 L � 111 I'll 1L]" 1 '� 1 i _1 11 I'L! ] I J i � - � . I- JiT 1� I 1 I I I I t I I—] Tf f J.'r I �L� 11 -T-- ---,- --7- -1 -------- - I'll, ...... - - T I . , , I j 1 � I � � ! IT I I , ! i i4l � i I ! I , I : I - I I 1 a i i IV I I i I I I I , 1 , � , � 1 1 L i i ___0 0 � - - - , i I � - , , W-ML . � - I 40 , _r_________1T1_ � I I L, - - � L ,,, , -.[ _ - j � �]_ - ., RtElw � I i , I �.! 111.1"LL j , I,JL 40 k �0 I I TL I I I _�T_ 11 > 1 I I '11 ! I I 5 § I I I i 11H 1H 11 H i Ill 1 1 Ill I "i I � 4I)III)II 1 1 , I I . I I I T : I ff,YU= 'U" BACK I I jil] I I!j ; a 1.1 11111 1 I i I , I I � id I j I I __ f""""""' L_ ,� 1�,l 11 ITH: I - � I w I 1 M $pmmsl 1 , ; , .----. . . _____ ��_,�__..;__ 4 _Z_4 LI-1,11-16 , ` 1, � I, w 1; 4.1 11111 !1 I Ill I I I I I I �41 Ili I , _� a , , � L IT I I � 4 1 Ell L I. ` I : i LOY SHM 0 . , - .= - ____r __ - .I--- - __ I - L , FOR M,. - - - - I VI " - - , . __I� = � ,Aw-RE i ,P) �PCN SEE SCHEDULE I - -1 M � � � � --: SEE NOTE - BELOW, . 11 - -;��-v III, - "%&Y - 0 i---,."` . - . i - jUTE 3- - I- -12- � - I .. i I . I 1/1 I I I.- TA . I , o- - - - - 1 3�_ `--� j-,M'%w) - I f I I a- I WISWN� �. � N PAVEL's END UP, ��,,�. ,- , 1, -, : (Er I To i I V. ,,a I 1 1 , - � fi I ;ze;� - 150' - ue� Iii .�MCLOP.1� .1E1 .0�. 'L . M r LOCAT , k/ Hamm EDGE - L __ __SMQ` SEE SETTIORS DIN SHOT 2a SCREW-'. M.L AMI"folelE OR 10, /2. I T/r 5 , lk " A I . - -1 I .2 1 L I I - . ,,, TO BE INSTALLED AT I I '_ KILT & TO c000. � �" 1 M. ,Nsi I I TO i 0- ; 1711* INTERIOR PANO.S_,,_ ; TvM �� ! EVEST Oi : 11w - : GROW " "M I 1-1 ],,1:11 - . _____ _____ __ .",��"" L' - _%1.1 I ��- I . i I i 1x%A.p i ZI. 1, - � I - - � < >-- - - - -1 - 4 1 K�r I 0-0- OR ./O@-O tl � I - Cn 11 . I � . ,-' *0.06* .3 I LAST PANEL 0 TO BE LIMSTIALLED AT T!AO" BE PRO17M E i -�� -- -1 , t,* ; TIQN FOR SERIE� OPENING SIOLL ALWAYS I ON F-0, 8 ME I 0 I REAR HANDLE TO fAC9AAW I - . i ! ,-, I � I I �, , ; =T9 I I I I I TYPICAL ELEVA 2QOQ REAR HANDLE TO FACILU, TYPICAL ELEVATI : IF PITENDED TO BE INSTAU-0 FROM : - I /I �: - -.!-- - ! - - _____ - ; § 1 ;1 ____L1 _ _.. _11'.... � 9f i 9 -6-0 , ��- - , >-�-,�� 125' h I i in, - i IF WMINDED To BE lNISTALuED - � 1 INSIDE or STRUCTURE- I I I Itl ----,v I - _X , Id PANEL 111 SISIEM � I ! - - - i I % , I I � - - INSIDE OF S E-Z HANG STO M PAL N I 1 SYSTEM §§ I -� I _____T - - � . "' D2,50- '-� - - I i SCALE 313r - I' I SONE "13r - I - I I; I . I I _�11_ _____k__L d ; I I N i I (D L) /' '. HEMMED I- - , , . Q- 3,750' i -1 i - i g".-,-�-7,.i ! i I . 11 � I i 11 .1 I 1 �1/4' Wu. GAP ,/,* - GAP r-1/4' Mm W 114. ft� GAP -I- 11 I i : = I I 1 �3 � I P, . /11� - . -A !h j . � i I ;1 .11 � I i 1 p F, Z, I a " - - . - - I i I I I ,� I p =3 1 , ),--/ 7`7 7 7 7 I '\ / I . ��' , I, I 0 . 111,_,,.�,, I � ir.s'-) r, I ! , -, , I - ,,��,,�`e,'; ,�,_�; 11 14 1 ISOMETRIC VIEW DEIAIL .00 2.060, �1 -Z 1.z \ N�/ \_/ \_/TL1_Kz_ \--/- NE I . e , :1� I a I , I . ; I �� I I ' ' ", i 0, i I$- I ,�!I,, 4 i C -0 " END LIP Ill HEM ED EDGE- 150 1, - � I- I I 1�1 : , - ��, � ROUNDED CORNER 0 ENDS OF PANEL'S 5' , I elf, V_ @ */ OR *10 (g). Q) I SECTIN 6- _" ;\,-, 2ginit � , � ".4 T! =. .1j I _,� - LL . - � � i � I I ii SEC119N A- 4N , 11 - 1-11 ; � 0 * __ i� t I L________._____ I I I =-,-. I - , : � i i �', ,� Wz%� *X/ .- �-� I '.� 1 4 __7 3 C (NT.S)" ; � I I i -i 26, . I' hm � so" 31w - I, I : I . I , � I ,,r ; I 11 L_ I I ,, *��111111 , - - � I I 42 I i , ;,-', - - Pe "I j I � SOME 3/v* (1) DEFINITION OF SERIES TOM: E - 2 HANG STORM PANEL, SYSTEM CONSISTING OF PANEL . _1 im 1" , � @B, I I I � "I . -2,1)00'---J R.Z - - I- M__1 � I - uglEs TRACKS AT TOP & PANEMIATE PLUS OR IS! LONG 11 q.'I ,I,- I 1 4 IXteDWIT � 1. I/I.Vi=- n BOTTOM W/ PANELMATES, � �-` Z" 9PNM 11 LOAM FANEL SYM CONSISTING OF PANEL � "I - I L��,W�� .C, . WPA, - I j , __ t I " I V `1�1 , I , Z, , - " ./7 W/ I CIO 7. 0), DZMMQN_Qf�SERL'x�� E - 2 HAND S M t, No ii - I I I .T . *M I GO to, - , .=�-�o�� ,",� W4� ,��k;- ... 1, WNG". ERW � I I I , - r , --� I I (�) .j!__Tj= . rq��p To I - i (1) 5"Nox.) ALUM, ANM (2) ED PANELS SliALL ALWAYS BE CONNECTED 10 90770M TRACK OTH ISE A STOP MR / �- 1� : I 11 "I L SMate"104NECTE", To ,xvv Ana...- OF _ ____ IF �11 _! ---- �_ _ , - _U"�, -�,!--.azn- ��,----, 0 a) Co,nl. TRACKS TOP & BOTTOM, (2)+ END PANELS SHALL ALWAYS BE C" W. ,I � MULAN",'I /�� ",,� = -_r - ,,, (�) Mg 2' ./ " \ I I/-, �11IDE SHALL BE PROVIDED AT TOP OF SUCM PANELS. ' "'IT ' " ' "' "', - _', �AOX N�N`P`M I � . VU . 6 it Ir *IIL - 11i' - - TV .'/?. 'EPT AS rsw .. 2 -16 Alurn. ALLOY WIND NUT OR 144;0-20. MK III UM TIASIXED 'NO " - moyNTING INSL �,=�* / 1 --,o _ TVI 00YOT04 I- Cn C4, A 6061 'L -I f- (3) %� ARE CGNI1,E/1M,,E TRACK, C�O/N4 3) ELOW)� t 125' IF END PAN/, .S. W y �EC-RGN SHAU CONSIST OF DESCRIBED ON 0 J ;, ipTlO11 1 1/4, -20.3 2 WIND NUT OR I 4 fty4' Min THUMBSCREW . 111100TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY I AT EITHER OF Two (3) FOR CASES WHEN END PANELS ARE USE JKANTLY / . EXTERIOR FLAT FLANGES OF ENO PANEL IN .�,S* 1-0 (p AT WALL _MOUNTINGL Lffim , = - - ELQQR 1Q_Qf1UNA_WJMNfL JMST, BUILD -Ma M M ON " .� q, (tWUT ENO PANELS ARE NOT CONNECTED TO K , STOP BAR 0 - "t I? " I 1 I BE PROVIDED AT TOP OF SUCH PANELS, I .wU951, 1 (4). IN CASE THIAl END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR SCALE it/S.I- usmo-A! IS LY USEDIAT (4)� FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY w1w/', ! i --Ai) 3A-, SCALE 5/8-, fn I - ON TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING UMATES. ONE INTERIOR PANEL - �__ 51 I. d) I L. i i ,E (3) ABOVE- IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTI OTTOM ATTACKING BOTTOM TRACK TO WALL w a AT UP v; %07011"", '".."11,4, USINGTSPECS NDICATED ON no � s`NcT`C-"0`4 AND W-014divi 1. I 77:�_11 ,I To Sto TOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMATES F No ING SHOWN ON ELEVATION AND W1 - r - I - -10 -1, "'At Ik T, -*A T'P .01 Al� - !1,1/' . "", . - - ,,, ,�,, � ........ . "'U011114t,"'F, NOT NEED TO BE rONNECTEC STALLED f IT - ON _11AiI7 n fi�..` EN ` � I I !I- r %. 1� ,sp Tj - ,, \Nr, si%��1� ,x.�t� N. Q;;?,�, SUCH THAT ADJACENT PANELS M - LEFT & PONT SIDE OF OR PANEL) RAVE �il : ( , , THEIR OVERLAPS RETAINED BY 0� ,8- - � - . -_ - 8 !I 11 0":. * I 5) SEE SECTION V, 3' & 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25- Min. EDGE DISTANCE. FOR TH V g,� 11 4 � 1 7 , OC Fill F "IN, , !Sj_kLM-R = _TR_ACII_ - i S, LLJ I i i 1 '055' (T,., lr�� , L.X 1. -MOB", - I = 50- , 4 , 'TI, , M X, r t - PAN -i IF - - ti ., (Ili I - I SCALE i ; , ... .�. - - _ - __ I z : III ... :E , - I - . �, .. �� I = . S .441 '. = -. , 0.44167 - = " 'L �� I__L====j] 67 ` s If-, I I M ,q) . ..., , S '..!�) , �� \yUN " i -J *: . - FLORIDA BUILDING CODE (High ValoCify Hur cone Zone), ;� 1. I- FLORIDA BUILDING CODE (High Velocity HIM cane Zone), . 1 Nz CAN ILL E *. : � . FLORIDA BUfLDIN city Hurricane Zone) L i : * * - - I 0 Top A BOTTOM MOUNT, - - = G CODE (High Vale I L I __ = I 7. f ,A, COMBINED I, MY eAT To TILT ANY ." 3 � < 350- - .- '. � TATE OF -'�.� 1 uILIao mlom, INC 20 GAGE GALVANIZED MEL STORM PANEL FP Z : .= I&TOW. � F.P i INSTAI-roo - . = PZIM,I "Eco, - fpLe, � �J, No, 4 167 " = 20 GAGE GALVANIZED STEEL STORM PANEL , I \ - I %'jI'--. STATE Of .�7 f 20 WE GALVANIZED STEEL STORY PANEL = 1 - ON" In, = . De'" � ., DMO -3, M_____j _ - , - = ,----�. - - In. A - I .'� 0; . A - - *: _,., . - , - � . i _ -% - GLOBAL PROTECTION PRODUCTS, LI.C. `K"`/`e`A __ int.,2020, 'zp*4_ 1�____Iz� M. --.--.-.--1 , i g � , , ' �� <5 F .*Q� z nkn� ___.__ � � � TATE� 0 3*x3,(m (�) STOP BAR �, . S/; 1�x GLOBAL PROTECTION PRODUCTS, LLC. ____ __\ GLOBAL PROTECTION PRODUCTS, LLC. -72;/� DETAIL I YEA-X I z ?�, ORIOQ LL� --., ;-6; - . . , 411.4�_ ____ �Itl ST a ,�L' .") - SCALE: 1/2' . I' r .1 , // - INC "'Ity 4w �. 51 � 11' LONG TILLUT tOVIING * Z0==jftNY ow- VIL 3m" ff"A' Tts""No gOINECILING 0-0 mw� r, =,� IN P,M� LIL' / 'I--!,. ,C,j f Lee, / - - V`__`zl� MAIS, 1 3331- 4" SA, 51 vlew "11� InHIL i PRONo (sL4)w-7sIIi, fAx� I_ytiii , j toll, . 100v�/___ .1 - --- �!vi- - L!V" 1. !H)WW_"Ls1 ra Ga. / T, LTE C -0. 11 C\ 4HKX, �w. 5 STREET . /T17LEC0-._- \ L__L____j ' kAIAL " y I TILLIT TESTING IT CNIMNECANNO F5W� 20-17 . .11'... - .. 6 � ��g,l / _X46. F0. 1".)(11-57,11 20-176 "-!%,. PH`X�, to _M7 20-176 < W63-75 Aturn. ALLOY / M�..'=, ":K='0` - I - - _ MNt - - 1 02 - - P. I - - Nlt� I " P1. wN_/gwIArPiR,/oITE - i.w.111 --!! fT4� `1,,PNN",f�,,jA11FK sF*,aviMT.REM.R Ck-000KITH? L!r!L_1 __111 - - - _�!1�111 -.E SEAki"ATIM/lIATE `�; 219 ��_ E22J. __j .k,rfA & 'I 'in, PL I - - ! , , It JAALISR A, TAX 1k.. r WALTER A, LIPW .� 'I, IS ic _- F - M". L_ _J_ I agm,ej gj -I ; -11 I - I , I - I - 1=2-1-112i "41 I t I I � __ - PUYW04� IT 01 . _. a ±----Z± =_ a - I I I I I I SHEET NO, SH 1.2 IN51ALLAIION DETAILS FOR OPTION ;02 FQR LIFE SAEEIY STORM EANEL SYSIEM INTO EX151INQ 2!2URED CONCRETE OR CONCRETE BLOCK STRUCTURES 11/44' TAPC ANCHORS 1,'4' TAPDON ANC44ORS a IT, D.C. , LL_ O.0 I , �, , -11 POURED CONCRETE 1� � ., ,- OR CONCRETE BLOCK ��- , .11 li - I � - REGUIRM I I - fi- 11 I II I I i - F I 9 � 1�t ,9 'u r � �_ � I t:',w'r,777 I -, : - �3_ ", � �. ELO-' .,: ; i , , I : � ::��' I L I , I , - � � *!_11 � - _-, I � �j . ; - - 111,4ZIWO PANELMATE PLUS WY � 0 � 1/32, WIND NUT ws"Efir � 0 6 I/.- CC, . POURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATM SECTION SA 0 REGULAR ?ANEL SCALE 3/a'- I" SEE SHEET 19 & 20 FW ANMW I TYPE A, Airmail Tow: ___ 1/4'I, - _kik Ilf-le SPACING FOR TNDujUO* I= WOW - TNN:ON � 'A'im0f. FRAMIC RUILDINC, 4, AtKNOR V- 01) 3 1 WNW ANCHOR SPACINDS 00 = (H') b � CDGE OWANCE ARE R97OICED 01 _ oe,_ __ ___ SCHMU FOR ED UEZRIA" INDICATED ON M. -.4 C.) 3 3 SCHEDULE R ANCHOR SPACING BY M " MULTIPLYING SPACING SIX" ON SCHEDULE Xceft ER Box WON* - w THE FOLLOWING FACTOM "OR THIS OPERATION TO BE POS39.1, REDUCED . I I --ILI?' __ , ___ � SPNCINT� OBTAINED USING A.VTO§ SHALL NOT _ � _ _ IT ,,�, - BE I= THAN, WNTANUM SPACING MOM - -1. - � - - FOR EACK ANOTM TYPE M T-tt SCHEDULE r � . __ - s 11. I -11 I 't�l : � 11 , ,� '114, rc , �� , wx , - I � , I - . � - I , 11 : I U_ �_ I , ; I !, ! I i ,, I - � I � � :,,,� -, I �� Lil ,t�-,��i- -, ... � a � , : : Cow I I I I � I �. _" : , - I � I.- OUGAIMP" ; : 3 q � - , - I `� 0 j t 0,01, , i � I t , � � M-1-21", :, _ -, __ j 4 ,= ____ __�N� --I 9 i - �� _:i,L_,11___1____ I i , i 4 , I -1 , �, - � 11 - I-.-- __ ___1i,_ -1 , " 11 11 ;_ 4'' I-M. ; .11 i, I Af�r , MR . - - , 9 01.7.MLAP I I I z , , , I __ - -1, ___ - _ � rl _! � - , - I ____ !_ - 1. : . I ! 1 : � 1 ; �� . I �� . -t � . � . .. �� -1 I I t (_ -- I , , Lo.- �� L 1_1 - I ,_ - E ; , ;,�', �"_ % � I � 7 1 - T ... i I � � , __j __( I .... �1; � � I -1 _ ,-.-,_,p J;�10�* AMELMATE PLUS W/ W � WITHO NUT WASHER WVWD)a/ST* - -EDURED CONCRETE OR CONCREW $LOOK REQUIRED N Ij;U6LIATIQN a SECTION 58 0 LIFE JAMY MEL SCALE Z/S'-I' - ;" r .��'ENI*ie, ... ' :- No. 44167 *: _'�._EL STAL/IMCNAVURE'DATEr toft ei( � , %_ C111 4 C:p I -..I 4� 1_> - C: FLORIDA BUILDING CODE (High Velocity Hur cone Zon, IF,,= �-TEM - I GALVANIZED STEEL STORM PANEL .rp.,; Lvo:n MwIv rK zt _ 2 - W", /"/� GLO I RVOTECT)ON" PRODUCTS. I.I.C. TO .� 4 Er JECOIN , \ Qmw ". ,,, IF 7 .. 4 ENVIMER'No COMPANY t = 20-176 P_ It-11t IT= P=0111=7�� 1� 410 -9-11, - - - = 10. M%11" :7�r - "INIT W� C: C. c a. C ; 3 .s � . A 14 C GENERAL 1 7 1 E-Z RANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-0.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, 0 MINIMUM EMBEDMENT OF TAPCON ANCHIMS AND PANELMAlt F-rukLE 11) & PANELMATE PLUS IWO CONCRETE ACCORDANCE Willi THE 2o2D (?in Ebaft) or THE FLORIDA BUILDING CODE, BLOCK SHAJ� BE I t/4- DESIGN WIND ED" SHAU, 19E DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CDOE� 82) MINIMUM EMBEDMENT OF 1/4-0 X 7/6- CALK-01 ANCHORS SMALL BE IS 7/5' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED 13Y THE JURISDICTION WHERE TH ST LE NO fMBEOMPUT "GO ANY FINISH MATIERAL SH&L SE PERMITTED. S4SE SHUTTERS WILL BE IN AN 0 FOR A ORECTMAUTY FACTOR KfJ-OBS_ USING ASCE 7- LL NOT EXCEED MAXIVOM (kM 1/4 0-20 SS SLIEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY TINISPI MATERIAL EXIST) 10 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 It ZE. TENTOACE 3/4- INTO ANCHORS, IN ORDER TO VERIFY THE ABOVE CONDITION, UIMMATE DESIGN WIND LOADS DETERMINED PER ASM 7-16 SMALL, BE FIRST RLOUCED TO A,&O, DESIGN WIND LOAD$ BY MULITPLYING THEM BY 0.6 IN ORDER TO 8-3) IN CASE THAT PRECAST STONE, 04 PRECAST CONCRETE PANELS BE POUND ON THE EXISTING WALL. 10 COMPARE THESE W1 MAX, 6kS,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SH41 BE LONG ENOUGH TO REACH THE MAMN STRUCTURE BEHND SUCH PANIELS. ANCHORACE SHALL BE AS MENTIONED IN 8, I) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND WHORS ON `P4TS PE,D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS N01 USED IN IMER ANULYS& FASTENERS SPACING 70 WOOD K0,_1 SEEN DETERMINED IN ACCORDANCE WITH W.DS, 2015- (C) ANCHORS -94ALL BE IWALLEAT) FOLLOWING ALL OF THE REACOMMENDAIONS, AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURCIT STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIF151) IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT III 2032. AS PROTOCOLS TAS-201� I 1 a SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF T44E STRUCTURE WHERE SHUMR TAS-202 AND TAS-2133, IS TO RE ATTACHED -10 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONIX RE ATTACHED TO CONCRETE. BLOCK I Z THIS SYSTEM KM BEEN DESIGNED TO BE INSTALLED ON THE OUfTSQE or THE OPENING ACCESSING 1HE OPENING MEW THE OR WOOD FRAME SPAWINGS I INSIDE W/O THE USE OF A JAGGER OR LIT-T THIS APPOCAInOel 15 VNJC WHEN INSIALIATTON r. INTENDED TO RE PERFORMED 12� THE INSTALLATION CONOWTOR IS TO SEk/CAU1_K ALL SHUTTER COMPONENT EDGES WHICH REMALN IN CONTINUOUS FROM THE INVDE OF STRUCTURE. CONTACT WITH Ti4t BUILDING TO PREVENT W;NDi INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI AROUND FULL LEN67H, 3. SERIES TOM INSTALLATION IS APPUCARLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN i'NSTALPATION .5 REQUIRED 10 aL PERFORMED FROM T14E W51DE 01' 5RUCTURE. 13 S�FORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 11PAWINC PLUS 94Y BUILDING AND ZONINC. 4, SERIES 2000 INSTALLATION IS APPUTAW TV SINGLE AND DOUBLE HUNG AND HORii SILMERS. STYEE WINDOWS, WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INVALLA71ON IS REQUIRED TO BE PERFORMED MOM T14E INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM. INC. E - F HANG STORM PANEL SYSTEM- 13 PAIEHT PEN!". 5� ALI. ALUMINUM EXTRUSIONS TO BE Goli ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 1 5, JO) THIS PROMICT EVALUATION DOCUMENT (P.ED�) PREPARED BY THIS ENGINEER I$ GENERIS AND DM NOT PFMOf- INFORMATION FOR A SFIT SPECIFIC PROJECT; I., WHERE THE SITE COMORDON-_ "TE FROM THE P�E�C, 1 6. AJU ALUMINUM SHEET METAL USED AT CU)FURES SHALL HAVE 3105-MI4 ALLOY- III) CONTRACTOR TO K RESPONSIBLE TOP THE SELECTION, PURCHASE AND INSTALLATION RIMMING UVE SAFETY OF 7. ALL STEEL SMELL METAL PAINTILLS, SHALL oIAIVE STRUCTURAT- QUALITY STEEL, ASIM A-063 GRATAL _% Min�, GALVANIZED MEL THIS PRODUCE BASM ON THIS PLO� PROVIDED HE/SHE GOES ROT DEVATL PROM T41C CONDITIONS DETAILED ON DES40NAT" W/Fy- S&S "I (AFTER ROILLEO,1� THUS DOCUMENT t0fTSTRUCTION SAFETY AT SITE IS THE CONTPACTICIVS RCSPOHSifip.ffy� IT ALL SCREWS TO HE STAINLESS STEEL 404 OR 116 IN& SERIES OR COMMON RESISTANT MAIM CARBON STEEL AS PER, DIN I.) THIS PRODUCT P_VALUATTGN DOCUMENT WILL BE CONSIDERED ;NVAEO IF LiCiATTED, 50018 W1 50 k8i YIELD STRENGTH AND 913 W TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,114 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MU 9. BOLTS TO BE ASIM A-307 GALVANTZED STEEL, OR AISI 304 SERIES STAINLESS STEEL. WITH 36 Kp MINIMUM YET,D ", ENCIM, BECOME THE ENGINEER Of RECORD [E.O.R�) FOR THE PRWECT AND WHO WILL BE RESPONSIBLE FOR TmE PRELPEFk USE OF THE: PE,D. ENGINEER OF RECORD. ACTING AS A DELP-GATED LNIONEER To THE P.E.D. ENG,iNEER, SHALL 10, ANCHORS 70 WALL SHALL OF AS FOLIDWSZ SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS 'OR. REVIEW (A) 10_=5�1"am_ (0) THM P F-D, SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - �/4141`,TAPCON ANCHORS AS MANUFACTURED BY IT W BUILDEX. INC. (MIN- t'P-3192 P�ILL') RECORD THAT PREPARED IT I- /4' X 7/8' CALK -IN ANCHOM AS MANUFACTURED BY DIEWALT INC. (MIN, V-3000, ;,�PQ 10. STORM PANEL MANUFACTULREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN I I I - I 0 PANILIIIAE L 11111 TO 8k 1.nMAXIE ILUI ANCHORS, AS MANUIACTURIEG 11 ILCII CONSTRUCTION PRODUCTS ACCORDANCE WITH SECT" 1709-5.3 OF FLORIDA BUILDING CODE ONE LABEL. SMALL BE PLACED FOR EVERY OPENING (flb`i'M PT'Ll) LASEUNG 'TO COMPLY WITH SECTION 1709,91 Or THE FLORIDA BUIL04NG COOE_ AJ) MINIMUM EMBEDMENT OF TAFCON ANCHORS INTO POURED CONCRETE SHAJ_L BE 1 3/4- AND 2- FOR PANELMATE I . FEMALE 10 & PANELMATIC PLIUS. ) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* CAL15-04 ANCHORS SHALL BE IS ?/B' 114TO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED- 1/4' o-20 SS SIDEWALK BOLTS USED SMAL, BE LOND ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS, ,0,�!Ivtossq" , - `� A,I) IN WE THAT PRECAST STONE, , CRETE PANELS, OR PAVERS BE POUND ON TH EXISTING WALL OR / ". 4 I ss , , PRECAST CON E ,�� - T� ".4 - FLOOR, ANCHORS SHALL REE LUNG ENOUGH TO REACH THE MAIN STRUCTURE K�INO SUCH PAINTEUS� ANCHORAGE SMALL 421- , 'VkGEN,� %'Vl; BE AS MINIINED W A 1) AND IN 44)� . , ., e %._ i� I ' s � No. 44167 " = kD) MD_2Tj&aAQN0M_M&1iL_� z *: = = : * : = . � TIT _z - 1/4- 9 TAPCON ANCHORS AS ILANUMILLSED 6f 4TW fiVi INC. Z; - _ __ - Z FLORIDA BUILDING CODE (High 6iocity NUT cone Zone - - 0 X - CAUK -i5W p,%.I,) %, �!V... e " . -7- 1 -, ,---, r P - . , . J;/4 7/8 -TN ANCHORS, AS MANUFACTURED BY DEWALT INC (Em ip- . '01, . 20 CAGE GALVANIZED STEEL STORM PANEL 4-10 PARELMAIC FEMALE 0 AND PALATELMATT! PLUS ANCHORS. AS MANUFACTURED BY ELM CONSTRUCTION 11 I - - DRAIIN BY PRODUCTS (V-2071 1P.A.) C, " . ;��, - 7/24/w4t. .... .. ____1:'1ft,i , - , / 111LIE 0 IN, \ GLOBAL PROTECTION PRODUCTS, LLC. " � -_ ell , * z I&M S.. .41 5RIECi I RUTH TvaiNa * ITHOINLICONG COMPANY D.Iv_ I'L ZLXiI`R,s,;WB_,w 1� ,I-L. 01. PHOW, 0115.)IRi 1w 20-176 . ... - I Im -I-,- _. ' Diel -.1 M_ - P.E MAt"�%_"o.it �-ODCII71 11 - I - I-f - I - __ *AiXLX A� "U" ' I I - ,_ , - � � ruw, J.. j w,eir' - -J--L - - - ;_ _Ami ::�� = " w .1 I _+_ a) a) = Cn -F0 a) -6-1, 1 _0 > = 0 = a) 2 -6-ft _0 L_ C�L 0 Lf = M -0 CL . - -6-l' w a) CD 0 4-, (n -4-0 - C = CU -co Cn a) -0 0 -0 -0 C:) 0 .= a) = L_ - 0 c- = -2 3: c = 0 U_ - �-� "_ CU CC 0 CU C:> > ::D CIO =') " C`� - !;i (n a) L_ -+-a 0- 0- . Cn ,0 - = CU .- CIO O_ R I _0 g < I 0 �- -0 . - U) .1 �� i;- S �,_� _s, �_, = - e .. s S .) S .." I ,;- -M Ln 0- a cz V. .� 0 0 CI_ - 0 4 z z w mi ___ - - � - - r I COMPONENTS EOR, SERIES 2000 & 1QOO E-Z HANG STORM PANELS X/24 a (M NOTE 2 KWWi INSIAL1910 DETAILS FOR �E JU ,2009 AN ANG STORM (SCALE 1/2-t-) 10a - itt IT's.. V/24 11, 1 14'/24 1, W - I/ 1 4 W/ ON W/O & 0 r * ISIX NOE 2 JARLOW) ,- Me,, 2 241111I� V/24 110� . EACH jqv FOR DONCREOT ANCHORS, M I CONME ANCOM T TPEL'�Vr r0a !`:n " PANEL (11), INTO POUREQ CONCRETE OR - reOCREIE BLOCK ,--- ---z,'1SI- , , ___ 0" N, - ,,, - SCHODIRSEWN TV,, ---Y- AT a I* - Min. - Tsm wlDuPt on SHEET , _,. _� L mxgp-- - - - . - _ 15. 1 go- (ICOAL WIDTH ,)'- - - L - - - L 11 . - L _ - - 2250'7 7- 2.59 1'� \ I, ft.- 1�� I' v.; T -F7- ! � � NKNO`Y; `��11 _U: i", - , \ 147 SMJLFM 00100 SCRE , IT SHOT 2A �L L 1 25) �L -J,�I- slks (m %o0NAu RN-1 11 .1171� �ANCNVRI L ____ . 7 - - ' L I gm . ,_ �____ -_ ____ -1 - - 12.500' (EFFECTIVE WIDTH) - - --- - I . - l�--2.25C'= ,i��' - - . . I -) __ - - I � - " 00119 i 40 TatCe'CAMPIPP, 1 "Z�_' - . sietv .) __ L_ soe� 1� 1� I Cn -4-i I I I I f , , ' L , 1, � __T _ � , , , 1111-- - __I - - \ ._�s M-.%") 7\ ��, �e_ in tj;� Wd - - - - - I � � � r I 1 3--��;WVV,w .. - - - - - - - --S 1/4- -- - - - 1� -I I � ,�' 412.-:b - ,/2* [_, T - - �."d - \ \ ,�,`, : I'M !! 1, __� _ I 7� -, �--�-V " W 7L I - 1�3?0'_ --i'ary - - 1350* - 'Sw - I 1 I � * � I I O' �, �p -1 1 "7 __�', , - _,�� ..... I -_ vi;�%d I i 1 � 1 1 1 I i I I I ! I . -, - \ __�� - ,,r / I 11 I , _N I I � z - .1 I 1 i 1_1 ! 1 ip 1 I 1 .� i ; 1 ; � I 1 I . - - __�� 5 1 1 P.We,R ...',"M 11 � � 1 ", __ - , I L I I 1 1 , , 7`!, i �, �� PeOcNoT 11�_ i T -4:0 I , - - Ty, 2.5w 1 i ! I I 1 1 1 I , - �� I ___, i Q75, I I I . . i I i I 1 til f , I i i �,,�� =t==�7 ---- 34- -1 / r - I I - - / , , - -z' 1 .073' -1 T,P. 4 I I i . I "' L � - �__ I .x bw 1 i I I i l � I , I ': ! L _' F _' ' r , ' � I i i I f t i I 1 I 1, j -1,11,\\ I 'i -1 P" I - ",�* I - 41 - - J_ ,. - __ 11 _ - - ; L_ d ;,, ""I �. 1, / -�:t � 3-soo, �1 2L24A' � 2.500" I I _ , _. � 1 1 1 i - , - []_ M i , _�, i I I L ", "I, � 1 � � 11- (1) zw* A - "" ' L .1 � I j i - I � zo� I . 1_� EDGE � 1 I I -_ , L T -_ �, 7, _, 11 1. I -,-,- -f- � 60 x �. - 11� I I - - i - I Ltaw = / HEMMED , - - , I 0 Y, M -, , - , - ' \ . :,; I- - I - / R.Nl� I (END PANEL) DO, � , P I I (. � I I (1w P ( W T _wM00; _��) I "I i - P��! -I �, � ___7 � � PANEL) IN�q L I . I - i Z / "TUL , � i �j Sir NLI L 3. . BELow I I I i t 1 1 1 I 1 1 1 1 i i : i SEE KOM 2. 1 . W-DY SITE NOTIE 2, 3. 1 BELOW IS E N?TE . SO.Q � I I I 1 ` i SEE NOTE 2. 3, 4 1 L 1' I "" Y. 1 1 _� __4 .", U) No - ! I ; I ! 1 ; lu�, , I i- \ I . I I I I I _ I I ; ; I BELOW - I N I -+--a , AEV. I 11 -i- I i I '1� I . � , I i I I . � ==4 . I ; I I � . i i I I '_ I a -'MaKr :," -, I 'i '--.?. ...... A 4 . I IT I � 1 1 14 - � 1 1 i q'I 3 i I i 11", �', , GRIDE I _,`=3 �j - . � �_ ------- ====��,_ � I - - _= . ASTIM A . I! ___ _"� ' _' ��P��) IT11"Ti -1 " , __ , 4'- -_� 73 TOO" I G&IAVIIZIET, STEEL. I 2.2.4- ., W IT ,�e >11 -So \ _ _1 - 2. _2 _ , �� I ,.�L" 'L",-, � _t�,E'A' - __ -1�7 1 1 4 1 1 1 _�,_ �I�,,� I 1. � L' \ - � --A- ,.6 1 i� I �'. I 1 14 - - .. - I I I ::� - I ,-- __ I I ,,�,_ I ! � I I . I ; � I I I I 1 i. 1 ; I L �M I ,,� � I TED PANELS Z�, I A V T 60L � i �- - WT, ; I ! .. - ! �1 =) M I I- � I I _ IOLP PANELS W _: ( ! � ! ,� -05 1 �_� rf).� 1 �-fl 11 11 1 T-� (� i i 1 71 -#--a I-, __ I ,� 4 ,-4, , � '' , IT N I - � i I i I � .1 I 1*fJ'e 1 i 1 1 1 I ,/. - I - ___ I- i � � 0 1 i I . I � � .?151 '��- 17 1 , , I , 1 � I 1 1 1 1 1,j 1 1 1 j I � I, . � I—- I i - / \_ I /� I I I � I I I � I 1, ,7,---f � -i5d, I , - - � 'V-2L470- 1�1;1 I I I i I 1 1 1 1 Y. g�.,�/. .., N/ � I I � I - - 6,250- --- - . f -, , I I F I i*' 1 ' � I � 1 1 I ! I I I I., III . __ Q� - � IL ' 1 , i i , I I , , 1 i � 14M IL. i-1--i- _!_01 I � (1) STORM PANEL - 2,470' -- 1 I 1 1 1 1 L � 111 I'll 1L]" 1 '� 1 i _1 11 I'L! ] I J i � - � . I- JiT 1� I 1 I I I I t I I—] Tf f J.'r I �L� 11 -T-- ---,- --7- -1 -------- - I'll, ...... - - T I . , , I j 1 � I � � ! IT I I , ! i i4l � i I ! I , I : I - I I 1 a i i IV I I i I I I I , 1 , � , � 1 1 L i i ___0 0 � - - - , i I � - , , W-ML . � - I 40 , _r_________1T1_ � I I L, - - � L ,,, , -.[ _ - j � �]_ - ., RtElw � I i , I �.! 111.1"LL j , I,JL 40 k �0 I I TL I I I _�T_ 11 > 1 I I '11 ! I I 5 § I I I i 11H 1H 11 H i Ill 1 1 Ill I "i I � 4I)III)II 1 1 , I I . I I I T : I ff,YU= 'U" BACK I I jil] I I!j ; a 1.1 11111 1 I i I , I I � id I j I I __ f""""""' L_ ,� 1�,l 11 ITH: I - � I w I 1 M $pmmsl 1 , ; , .----. . . _____ ��_,�__..;__ 4 _Z_4 LI-1,11-16 , ` 1, � I, w 1; 4.1 11111 !1 I Ill I I I I I I �41 Ili I , _� a , , � L IT I I � 4 1 Ell L I. ` I : i LOY SHM 0 . , - .= - ____r __ - .I--- - __ I - L , FOR M,. - - - - I VI " - - , . __I� = � ,Aw-RE i ,P) �PCN SEE SCHEDULE I - -1 M � � � � --: SEE NOTE - BELOW, . 11 - -;��-v III, - "%&Y - 0 i---,."` . - . i - jUTE 3- - I- -12- � - I .. i I . I 1/1 I I I.- TA . I , o- - - - - 1 3�_ `--� j-,M'%w) - I f I I a- I WISWN� �. � N PAVEL's END UP, ��,,�. ,- , 1, -, : (Er I To i I V. ,,a I 1 1 , - � fi I ;ze;� - 150' - ue� Iii .�MCLOP.1� .1E1 .0�. 'L . M r LOCAT , k/ Hamm EDGE - L __ __SMQ` SEE SETTIORS DIN SHOT 2a SCREW-'. M.L AMI"folelE OR 10, /2. I T/r 5 , lk " A I . - -1 I .2 1 L I I - . ,,, TO BE INSTALLED AT I I '_ KILT & TO c000. � �" 1 M. ,Nsi I I TO i 0- ; 1711* INTERIOR PANO.S_,,_ ; TvM �� ! EVEST Oi : 11w - : GROW " "M I 1-1 ],,1:11 - . _____ _____ __ .",��"" L' - _%1.1 I ��- I . i I i 1x%A.p i ZI. 1, - � I - - � < >-- - - - -1 - 4 1 K�r I 0-0- OR ./O@-O tl � I - Cn 11 . I � . ,-' *0.06* .3 I LAST PANEL 0 TO BE LIMSTIALLED AT T!AO" BE PRO17M E i -�� -- -1 , t,* ; TIQN FOR SERIE� OPENING SIOLL ALWAYS I ON F-0, 8 ME I 0 I REAR HANDLE TO fAC9AAW I - . i ! ,-, I � I I �, , ; =T9 I I I I I TYPICAL ELEVA 2QOQ REAR HANDLE TO FACILU, TYPICAL ELEVATI : IF PITENDED TO BE INSTAU-0 FROM : - I /I �: - -.!-- - ! - - _____ - ; § 1 ;1 ____L1 _ _.. _11'.... � 9f i 9 -6-0 , ��- - , >-�-,�� 125' h I i in, - i IF WMINDED To BE lNISTALuED - � 1 INSIDE or STRUCTURE- I I I Itl ----,v I - _X , Id PANEL 111 SISIEM � I ! - - - i I % , I I � - - INSIDE OF S E-Z HANG STO M PAL N I 1 SYSTEM §§ I -� I _____T - - � . "' D2,50- '-� - - I i SCALE 313r - I' I SONE "13r - I - I I; I . I I _�11_ _____k__L d ; I I N i I (D L) /' '. HEMMED I- - , , . Q- 3,750' i -1 i - i g".-,-�-7,.i ! i I . 11 � I i 11 .1 I 1 �1/4' Wu. GAP ,/,* - GAP r-1/4' Mm W 114. ft� GAP -I- 11 I i : = I I 1 �3 � I P, . /11� - . -A !h j . � i I ;1 .11 � I i 1 p F, Z, I a " - - . - - I i I I I ,� I p =3 1 , ),--/ 7`7 7 7 7 I '\ / I . ��' , I, I 0 . 111,_,,.�,, I � ir.s'-) r, I ! , -, , I - ,,��,,�`e,'; ,�,_�; 11 14 1 ISOMETRIC VIEW DEIAIL .00 2.060, �1 -Z 1.z \ N�/ \_/ \_/TL1_Kz_ \--/- NE I . e , :1� I a I , I . ; I �� I I ' ' ", i 0, i I$- I ,�!I,, 4 i C -0 " END LIP Ill HEM ED EDGE- 150 1, - � I- I I 1�1 : , - ��, � ROUNDED CORNER 0 ENDS OF PANEL'S 5' , I elf, V_ @ */ OR *10 (g). Q) I SECTIN 6- _" ;\,-, 2ginit � , � ".4 T! =. .1j I _,� - LL . - � � i � I I ii SEC119N A- 4N , 11 - 1-11 ; � 0 * __ i� t I L________._____ I I I =-,-. I - , : � i i �', ,� Wz%� *X/ .- �-� I '.� 1 4 __7 3 C (NT.S)" ; � I I i -i 26, . I' hm � so" 31w - I, I : I . I , � I ,,r ; I 11 L_ I I ,, *��111111 , - - � I I 42 I i , ;,-', - - Pe "I j I � SOME 3/v* (1) DEFINITION OF SERIES TOM: E - 2 HANG STORM PANEL, SYSTEM CONSISTING OF PANEL . _1 im 1" , � @B, I I I � "I . -2,1)00'---J R.Z - - I- M__1 � I - uglEs TRACKS AT TOP & PANEMIATE PLUS OR IS! LONG 11 q.'I ,I,- I 1 4 IXteDWIT � 1. I/I.Vi=- n BOTTOM W/ PANELMATES, � �-` Z" 9PNM 11 LOAM FANEL SYM CONSISTING OF PANEL � "I - I L��,W�� .C, . WPA, - I j , __ t I " I V `1�1 , I , Z, , - " ./7 W/ I CIO 7. 0), DZMMQN_Qf�SERL'x�� E - 2 HAND S M t, No ii - I I I .T . *M I GO to, - , .=�-�o�� ,",� W4� ,��k;- ... 1, WNG". ERW � I I I , - r , --� I I (�) .j!__Tj= . rq��p To I - i (1) 5"Nox.) ALUM, ANM (2) ED PANELS SliALL ALWAYS BE CONNECTED 10 90770M TRACK OTH ISE A STOP MR / �- 1� : I 11 "I L SMate"104NECTE", To ,xvv Ana...- OF _ ____ IF �11 _! ---- �_ _ , - _U"�, -�,!--.azn- ��,----, 0 a) Co,nl. TRACKS TOP & BOTTOM, (2)+ END PANELS SHALL ALWAYS BE C" W. ,I � MULAN",'I /�� ",,� = -_r - ,,, (�) Mg 2' ./ " \ I I/-, �11IDE SHALL BE PROVIDED AT TOP OF SUCM PANELS. ' "'IT ' " ' "' "', - _', �AOX N�N`P`M I � . VU . 6 it Ir *IIL - 11i' - - TV .'/?. 'EPT AS rsw .. 2 -16 Alurn. ALLOY WIND NUT OR 144;0-20. MK III UM TIASIXED 'NO " - moyNTING INSL �,=�* / 1 --,o _ TVI 00YOT04 I- Cn C4, A 6061 'L -I f- (3) %� ARE CGNI1,E/1M,,E TRACK, C�O/N4 3) ELOW)� t 125' IF END PAN/, .S. W y �EC-RGN SHAU CONSIST OF DESCRIBED ON 0 J ;, ipTlO11 1 1/4, -20.3 2 WIND NUT OR I 4 fty4' Min THUMBSCREW . 111100TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY I AT EITHER OF Two (3) FOR CASES WHEN END PANELS ARE USE JKANTLY / . EXTERIOR FLAT FLANGES OF ENO PANEL IN .�,S* 1-0 (p AT WALL _MOUNTINGL Lffim , = - - ELQQR 1Q_Qf1UNA_WJMNfL JMST, BUILD -Ma M M ON " .� q, (tWUT ENO PANELS ARE NOT CONNECTED TO K , STOP BAR 0 - "t I? " I 1 I BE PROVIDED AT TOP OF SUCH PANELS, I .wU951, 1 (4). IN CASE THIAl END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR SCALE it/S.I- usmo-A! IS LY USEDIAT (4)� FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY w1w/', ! i --Ai) 3A-, SCALE 5/8-, fn I - ON TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING UMATES. ONE INTERIOR PANEL - �__ 51 I. d) I L. i i ,E (3) ABOVE- IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTI OTTOM ATTACKING BOTTOM TRACK TO WALL w a AT UP v; %07011"", '".."11,4, USINGTSPECS NDICATED ON no � s`NcT`C-"0`4 AND W-014divi 1. I 77:�_11 ,I To Sto TOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMATES F No ING SHOWN ON ELEVATION AND W1 - r - I - -10 -1, "'At Ik T, -*A T'P .01 Al� - !1,1/' . "", . - - ,,, ,�,, � ........ . "'U011114t,"'F, NOT NEED TO BE rONNECTEC STALLED f IT - ON _11AiI7 n fi�..` EN ` � I I !I- r %. 1� ,sp Tj - ,, \Nr, si%��1� ,x.�t� N. Q;;?,�, SUCH THAT ADJACENT PANELS M - LEFT & PONT SIDE OF OR PANEL) RAVE �il : ( , , THEIR OVERLAPS RETAINED BY 0� ,8- - � - . -_ - 8 !I 11 0":. * I 5) SEE SECTION V, 3' & 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25- Min. EDGE DISTANCE. FOR TH V g,� 11 4 � 1 7 , OC Fill F "IN, , !Sj_kLM-R = _TR_ACII_ - i S, LLJ I i i 1 '055' (T,., lr�� , L.X 1. -MOB", - I = 50- , 4 , 'TI, , M X, r t - PAN -i IF - - ti ., (Ili I - I SCALE i ; , ... .�. - - _ - __ I z : III ... :E , - I - . �, .. �� I = . S .441 '. = -. , 0.44167 - = " 'L �� I__L====j] 67 ` s If-, I I M ,q) . ..., , S '..!�) , �� \yUN " i -J *: . - FLORIDA BUILDING CODE (High ValoCify Hur cone Zone), ;� 1. I- FLORIDA BUILDING CODE (High Velocity HIM cane Zone), . 1 Nz CAN ILL E *. : � . FLORIDA BUfLDIN city Hurricane Zone) L i : * * - - I 0 Top A BOTTOM MOUNT, - - = G CODE (High Vale I L I __ = I 7. f ,A, COMBINED I, MY eAT To TILT ANY ." 3 � < 350- - .- '. � TATE OF -'�.� 1 uILIao mlom, INC 20 GAGE GALVANIZED MEL STORM PANEL FP Z : .= I&TOW. � F.P i INSTAI-roo - . = PZIM,I "Eco, - fpLe, � �J, No, 4 167 " = 20 GAGE GALVANIZED STEEL STORM PANEL , I \ - I %'jI'--. STATE Of .�7 f 20 WE GALVANIZED STEEL STORY PANEL = 1 - ON" In, = . De'" � ., DMO -3, M_____j _ - , - = ,----�. - - In. A - I .'� 0; . A - - *: _,., . - , - � . i _ -% - GLOBAL PROTECTION PRODUCTS, LI.C. `K"`/`e`A __ int.,2020, 'zp*4_ 1�____Iz� M. --.--.-.--1 , i g � , , ' �� <5 F .*Q� z nkn� ___.__ � � � TATE� 0 3*x3,(m (�) STOP BAR �, . S/; 1�x GLOBAL PROTECTION PRODUCTS, LLC. ____ __\ GLOBAL PROTECTION PRODUCTS, LLC. -72;/� DETAIL I YEA-X I z ?�, ORIOQ LL� --., ;-6; - . . , 411.4�_ ____ �Itl ST a ,�L' .") - SCALE: 1/2' . I' r .1 , // - INC "'Ity 4w �. 51 � 11' LONG TILLUT tOVIING * Z0==jftNY ow- VIL 3m" ff"A' Tts""No gOINECILING 0-0 mw� r, =,� IN P,M� LIL' / 'I--!,. ,C,j f Lee, / - - V`__`zl� MAIS, 1 3331- 4" SA, 51 vlew "11� InHIL i PRONo (sL4)w-7sIIi, fAx� I_ytiii , j toll, . 100v�/___ .1 - --- �!vi- - L!V" 1. !H)WW_"Ls1 ra Ga. / T, LTE C -0. 11 C\ 4HKX, �w. 5 STREET . /T17LEC0-._- \ L__L____j ' kAIAL " y I TILLIT TESTING IT CNIMNECANNO F5W� 20-17 . .11'... - .. 6 � ��g,l / _X46. F0. 1".)(11-57,11 20-176 "-!%,. PH`X�, to _M7 20-176 < W63-75 Aturn. ALLOY / M�..'=, ":K='0` - I - - _ MNt - - 1 02 - - P. I - - Nlt� I " P1. wN_/gwIArPiR,/oITE - i.w.111 --!! fT4� `1,,PNN",f�,,jA11FK sF*,aviMT.REM.R Ck-000KITH? L!r!L_1 __111 - - - _�!1�111 -.E SEAki"ATIM/lIATE `�; 219 ��_ E22J. __j .k,rfA & 'I 'in, PL I - - ! , , It JAALISR A, TAX 1k.. r WALTER A, LIPW .� 'I, IS ic _- F - M". L_ _J_ I agm,ej gj -I ; -11 I - I , I - I - 1=2-1-112i "41 I t I I � __ - PUYW04� IT 01 . _. a ±----Z± =_ a - I I I I I I SHEET NO, SH 1.2 IN51ALLAIION DETAILS FOR OPTION ;02 FQR LIFE SAEEIY STORM EANEL SYSIEM INTO EX151INQ 2!2URED CONCRETE OR CONCRETE BLOCK STRUCTURES 11/44' TAPC ANCHORS 1,'4' TAPDON ANC44ORS a IT, D.C. , LL_ O.0 I , �, , -11 POURED CONCRETE 1� � ., ,- OR CONCRETE BLOCK ��- , .11 li - I � - REGUIRM I ,_ - E ; , ;,�', �"_ % � I � 7 1 - T ... i I � � , __j __( I .... �1; � � I -1 _ ,-.-,_,p J;�10�* AMELMATE PLUS W/ W � WITHO NUT WASHER WVWD)a/ST* - -EDURED CONCRETE OR CONCREW $LOOK REQUIRED N Ij;U6LIATIQN a SECTION 58 0 LIFE JAMY MEL SCALE Z/S'-I' - ;" r .��'ENI*ie, ... ' :- No. 44167 *: _'�._EL STAL/IMCNAVURE'DATEr toft ei( � , %_ C111 4 C:p I -..I 4� 1_> - C: FLORIDA BUILDING CODE (High Velocity Hur cone Zon, IF,,= �-TEM - I GALVANIZED STEEL STORM PANEL .rp.,; Lvo:n MwIv rK zt _ 2 - W", /"/� GLO I RVOTECT)ON" PRODUCTS. I.I.C. TO .� 4 Er JECOIN , \ Qmw ". ,,, IF 7 .. 4 ENVIMER'No COMPANY t = 20-176 P_ It-11t IT= P=0111=7�� 1� 410 -9-11, - - - = 10. M%11" :7�r - "INIT W� C: C. c a. C ; 3 .s � . A 14 C GENERAL 1 7 1 E-Z RANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-0.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, 0 MINIMUM EMBEDMENT OF TAPCON ANCHIMS AND PANELMAlt F-rukLE 11) & PANELMATE PLUS IWO CONCRETE ACCORDANCE Willi THE 2o2D (?in Ebaft) or THE FLORIDA BUILDING CODE, BLOCK SHAJ� BE I t/4- DESIGN WIND ED" SHAU, 19E DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CDOE� 82) MINIMUM EMBEDMENT OF 1/4-0 X 7/6- CALK-01 ANCHORS SMALL BE IS 7/5' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED 13Y THE JURISDICTION WHERE TH ST LE NO fMBEOMPUT "GO ANY FINISH MATIERAL SH&L SE PERMITTED. S4SE SHUTTERS WILL BE IN AN 0 FOR A ORECTMAUTY FACTOR KfJ-OBS_ USING ASCE 7- LL NOT EXCEED MAXIVOM (kM 1/4 0-20 SS SLIEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY TINISPI MATERIAL EXIST) 10 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 It ZE. TENTOACE 3/4- INTO ANCHORS, IN ORDER TO VERIFY THE ABOVE CONDITION, UIMMATE DESIGN WIND LOADS DETERMINED PER ASM 7-16 SMALL, BE FIRST RLOUCED TO A,&O, DESIGN WIND LOAD$ BY MULITPLYING THEM BY 0.6 IN ORDER TO 8-3) IN CASE THAT PRECAST STONE, 04 PRECAST CONCRETE PANELS BE POUND ON THE EXISTING WALL. 10 COMPARE THESE W1 MAX, 6kS,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SH41 BE LONG ENOUGH TO REACH THE MAMN STRUCTURE BEHND SUCH PANIELS. ANCHORACE SHALL BE AS MENTIONED IN 8, I) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND WHORS ON `P4TS PE,D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS N01 USED IN IMER ANULYS& FASTENERS SPACING 70 WOOD K0,_1 SEEN DETERMINED IN ACCORDANCE WITH W.DS, 2015- (C) ANCHORS -94ALL BE IWALLEAT) FOLLOWING ALL OF THE REACOMMENDAIONS, AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURCIT STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIF151) IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT III 2032. AS PROTOCOLS TAS-201� I 1 a SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF T44E STRUCTURE WHERE SHUMR TAS-202 AND TAS-2133, IS TO RE ATTACHED -10 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONIX RE ATTACHED TO CONCRETE. BLOCK I Z THIS SYSTEM KM BEEN DESIGNED TO BE INSTALLED ON THE OUfTSQE or THE OPENING ACCESSING 1HE OPENING MEW THE OR WOOD FRAME SPAWINGS I INSIDE W/O THE USE OF A JAGGER OR LIT-T THIS APPOCAInOel 15 VNJC WHEN INSIALIATTON r. INTENDED TO RE PERFORMED 12� THE INSTALLATION CONOWTOR IS TO SEk/CAU1_K ALL SHUTTER COMPONENT EDGES WHICH REMALN IN CONTINUOUS FROM THE INVDE OF STRUCTURE. CONTACT WITH Ti4t BUILDING TO PREVENT W;NDi INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI AROUND FULL LEN67H, 3. SERIES TOM INSTALLATION IS APPUCARLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN i'NSTALPATION .5 REQUIRED 10 aL PERFORMED FROM T14E W51DE 01' 5RUCTURE. 13 S�FORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 11PAWINC PLUS 94Y BUILDING AND ZONINC. 4, SERIES 2000 INSTALLATION IS APPUTAW TV SINGLE AND DOUBLE HUNG AND HORii SILMERS. STYEE WINDOWS, WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INVALLA71ON IS REQUIRED TO BE PERFORMED MOM T14E INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM. INC. E - F HANG STORM PANEL SYSTEM- 13 PAIEHT PEN!". 5� ALI. ALUMINUM EXTRUSIONS TO BE Goli ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 1 5, JO) THIS PROMICT EVALUATION DOCUMENT (P.ED�) PREPARED BY THIS ENGINEER I$ GENERIS AND DM NOT PFMOf- INFORMATION FOR A SFIT SPECIFIC PROJECT; I., WHERE THE SITE COMORDON-_ "TE FROM THE P�E�C, 1 6. AJU ALUMINUM SHEET METAL USED AT CU)FURES SHALL HAVE 3105-MI4 ALLOY- III) CONTRACTOR TO K RESPONSIBLE TOP THE SELECTION, PURCHASE AND INSTALLATION RIMMING UVE SAFETY OF 7. ALL STEEL SMELL METAL PAINTILLS, SHALL oIAIVE STRUCTURAT- QUALITY STEEL, ASIM A-063 GRATAL _% Min�, GALVANIZED MEL THIS PRODUCE BASM ON THIS PLO� PROVIDED HE/SHE GOES ROT DEVATL PROM T41C CONDITIONS DETAILED ON DES40NAT" W/Fy- S&S "I (AFTER ROILLEO,1� THUS DOCUMENT t0fTSTRUCTION SAFETY AT SITE IS THE CONTPACTICIVS RCSPOHSifip.ffy� IT ALL SCREWS TO HE STAINLESS STEEL 404 OR 116 IN& SERIES OR COMMON RESISTANT MAIM CARBON STEEL AS PER, DIN I.) THIS PRODUCT P_VALUATTGN DOCUMENT WILL BE CONSIDERED ;NVAEO IF LiCiATTED, 50018 W1 50 k8i YIELD STRENGTH AND 913 W TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,114 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MU 9. BOLTS TO BE ASIM A-307 GALVANTZED STEEL, OR AISI 304 SERIES STAINLESS STEEL. WITH 36 Kp MINIMUM YET,D ", ENCIM, BECOME THE ENGINEER Of RECORD [E.O.R�) FOR THE PRWECT AND WHO WILL BE RESPONSIBLE FOR TmE PRELPEFk USE OF THE: PE,D. ENGINEER OF RECORD. ACTING AS A DELP-GATED LNIONEER To THE P.E.D. ENG,iNEER, SHALL 10, ANCHORS 70 WALL SHALL OF AS FOLIDWSZ SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS 'OR. REVIEW (A) 10_=5�1"am_ (0) THM P F-D, SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - �/4141`,TAPCON ANCHORS AS MANUFACTURED BY IT W BUILDEX. INC. (MIN- t'P-3192 P�ILL') RECORD THAT PREPARED IT I- /4' X 7/8' CALK -IN ANCHOM AS MANUFACTURED BY DIEWALT INC. (MIN, V-3000, ;,�PQ 10. STORM PANEL MANUFACTULREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN I I I - I 0 PANILIIIAE L 11111 TO 8k 1.nMAXIE ILUI ANCHORS, AS MANUIACTURIEG 11 ILCII CONSTRUCTION PRODUCTS ACCORDANCE WITH SECT" 1709-5.3 OF FLORIDA BUILDING CODE ONE LABEL. SMALL BE PLACED FOR EVERY OPENING (flb`i'M PT'Ll) LASEUNG 'TO COMPLY WITH SECTION 1709,91 Or THE FLORIDA BUIL04NG COOE_ AJ) MINIMUM EMBEDMENT OF TAFCON ANCHORS INTO POURED CONCRETE SHAJ_L BE 1 3/4- AND 2- FOR PANELMATE I . FEMALE 10 & PANELMATIC PLIUS. ) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* CAL15-04 ANCHORS SHALL BE IS ?/B' 114TO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED- 1/4' o-20 SS SIDEWALK BOLTS USED SMAL, BE LOND ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS, ,0,�!Ivtossq" , - `� A,I) IN WE THAT PRECAST STONE, , CRETE PANELS, OR PAVERS BE POUND ON TH EXISTING WALL OR / ". 4 I ss , , PRECAST CON E ,�� - T� ".4 - FLOOR, ANCHORS SHALL REE LUNG ENOUGH TO REACH THE MAIN STRUCTURE K�INO SUCH PAINTEUS� ANCHORAGE SMALL 421- , 'VkGEN,� %'Vl; BE AS MINIINED W A 1) AND IN 44)� . , ., e %._ i� I ' s � No. 44167 " = kD) MD_2Tj&aAQN0M_M&1iL_� z *: = = : * : = . � TIT _z - 1/4- 9 TAPCON ANCHORS AS ILANUMILLSED 6f 4TW fiVi INC. Z; - _ __ - Z FLORIDA BUILDING CODE (High 6iocity NUT cone Zone - - 0 X - CAUK -i5W p,%.I,) %, �!V... e " . -7- 1 -, ,---, r P - . , . J;/4 7/8 -TN ANCHORS, AS MANUFACTURED BY DEWALT INC (Em ip- . '01, . 20 CAGE GALVANIZED STEEL STORM PANEL 4-10 PARELMAIC FEMALE 0 AND PALATELMATT! PLUS ANCHORS. AS MANUFACTURED BY ELM CONSTRUCTION 11 I - - DRAIIN BY PRODUCTS (V-2071 1P.A.) C, " . ;��, - 7/24/w4t. .... .. ____1:'1ft,i , - , / 111LIE 0 IN, \ GLOBAL PROTECTION PRODUCTS, LLC. " � -_ ell , * z I&M S.. .41 5RIECi I RUTH TvaiNa * ITHOINLICONG COMPANY D.Iv_ I'L ZLXiI`R,s,;WB_,w 1� ,I-L. 01. PHOW, 0115.)IRi 1w 20-176 . ... - I Im -I-,- _. ' Diel -.1 M_ - P.E MAt"�%_"o.it �-ODCII71 11 - I - I-f - I - __ *AiXLX A� "U" ' I I - ,_ , - � � ruw, J.. j w,eir' - -J--L - - - ;_ _Ami ::�� = " w .1 I _+_ a) a) = Cn -F0 a) -6-1, 1 _0 > = 0 = a) 2 -6-ft _0 L_ C�L 0 Lf = M -0 CL . - -6-l' w a) CD 0 4-, (n -4-0 - C = CU -co Cn a) -0 0 -0 -0 C:) 0 .= a) = L_ - 0 c- = -2 3: c = 0 U_ - �-� "_ CU CC 0 CU C:> > ::D CIO =') " C`� - !;i (n a) L_ -+-a 0- 0- . Cn ,0 - = CU .- CIO O_ R I _0 g < I 0 �- -0 . - U) .1 �� i;- S �,_� _s, �_, = - e .. s S .) S .." I ,;- -M Ln 0- a cz V. .� 0 0 CI_ - 0 4 z z w mi ___ - - � - - r I COMPONENTS EOR, SERIES 2000 & 1QOO E-Z HANG STORM PANELS X/24 a (M NOTE 2 KWWi INSIAL1910 DETAILS FOR �E JU ,2009 AN ANG STORM (SCALE 1/2-t-) 10a - itt IT's.. V/24 11, 1 14'/24 1, W - I/ 1 4 W/ ON W/O & 0 r * ISIX NOE 2 JARLOW) ,- Me,, 2 241111I� V/24 110� . EACH jqv FOR DONCREOT ANCHORS, M I CONME ANCOM T TPEL'�Vr r0a !`:n " PANEL (11), INTO POUREQ CONCRETE OR - reOCREIE BLOCK ,--- ---z,'1SI- , , ___ 0" N, - ,,, - SCHODIRSEWN TV,, ---Y- AT a I* - Min. - Tsm wlDuPt on SHEET , _,. _� L mxgp-- - - - . - _ 15. 1 go- (ICOAL WIDTH ,)'- - - L - - - L 11 . - L _ - - 2250'7 7- 2.59 1'� \ I, ft.- 1�� I' v.; T -F7- ! � � NKNO`Y; `��11 _U: i", - , \ 147 SMJLFM 00100 SCRE , IT SHOT 2A �L L 1 25) �L -J,�I- slks (m %o0NAu RN-1 11 .1171� �ANCNVRI L ____ . 7 - - ' L I gm . ,_ �____ -_ ____ -1 - - 12.500' (EFFECTIVE WIDTH) - - --- - I . - l�--2.25C'= ,i��' - - . . I -) __ - - I � - " 00119 i 40 TatCe'CAMPIPP, 1 "Z�_' - . sietv .) __ L_ soe� 1� 1� I Cn -4-i I I I I f , , ' L , 1, � __T _ � , , , 1111-- - __I - - \ ._�s M-.%") 7\ ��, �e_ in tj;� Wd - - - - - I � � � r I 1 3--��;WVV,w .. - - - - - - - --S 1/4- -- - - - 1� -I I � ,�' 412.-:b - ,/2* [_, T - - �."d - \ \ ,�,`, : I'M !! 1, __� _ I 7� -, �--�-V " W 7L I - 1�3?0'_ --i'ary - - 1350* - 'Sw - I 1 I � * � I I O' �, �p -1 1 "7 __�', , - _,�� ..... I -_ vi;�%d I i 1 � 1 1 1 I i I I I ! I . -, - \ __�� - ,,r / I 11 I , _N I I � z - .1 I 1 i 1_1 ! 1 ip 1 I 1 .� i ; 1 ; � I 1 I . - - __�� 5 1 1 P.We,R ...',"M 11 � � 1 ", __ - , I L I I 1 1 , , 7`!, i �, �� PeOcNoT 11�_ i T -4:0 I , - - Ty, 2.5w 1 i ! I I 1 1 1 I , - �� I ___, i Q75, I I I . . i I i I 1 til f , I i i �,,�� =t==�7 ---- 34- -1 / r - I I - - / , , - -z' 1 .073' -1 T,P. 4 I I i . I "' L � - �__ I .x bw 1 i I I i l � I , I ': ! L _' F _' ' r , ' � I i i I f t i I 1 I 1, j -1,11,\\ I 'i -1 P" I - ",�* I - 41 - - J_ ,. - __ 11 _ - - ; L_ d ;,, ""I �. 1, / -�:t � 3-soo, �1 2L24A' � 2.500" I I _ , _. � 1 1 1 i - , - []_ M i , _�, i I I L ", "I, � 1 � � 11- (1) zw* A - "" ' L .1 � I j i - I � zo� I . 1_� EDGE � 1 I I -_ , L T -_ �, 7, _, 11 1. I -,-,- -f- � 60 x �. - 11� I I - - i - I Ltaw = / HEMMED , - - , I 0 Y, M -, , - , - ' \ . :,; I- - I - / R.Nl� I (END PANEL) DO, � , P I I (. � I I (1w P ( W T _wM00; _��) I "I i - P��! -I �, � ___7 � � PANEL) IN�q L I . I - i Z / "TUL , � i �j Sir NLI L 3. . BELow I I I i t 1 1 1 I 1 1 1 1 i i : i SEE KOM 2. 1 . W-DY SITE NOTIE 2, 3. 1 BELOW IS E N?TE . SO.Q � I I I 1 ` i SEE NOTE 2. 3, 4 1 L 1' I "" Y. 1 1 _� __4 .", U) No - ! I ; I ! 1 ; lu�, , I i- \ I . I I I I I _ I I ; ; I BELOW - I N I -+--a , AEV. I 11 -i- I i I '1� I . � , I i I I . � ==4 . I ; I I � . i i I I '_ I a -'MaKr :," -, I 'i '--.?. ...... A 4 . I IT I � 1 1 14 - � 1 1 i q'I 3 i I i 11", �', , GRIDE I _,`=3 �j - . � �_ ------- ====��,_ � I - - _= . ASTIM A . I! ___ _"� ' _' ��P��) IT11"Ti -1 " , __ , 4'- -_� 73 TOO" I G&IAVIIZIET, STEEL. I 2.2.4- ., W IT ,�e >11 -So \ _ _1 - 2. _2 _ , �� I ,.�L" 'L",-, � _t�,E'A' - __ -1�7 1 1 4 1 1 1 _�,_ �I�,,� I 1. � L' \ - � --A- ,.6 1 i� I �'. I 1 14 - - .. - I I I ::� - I ,-- __ I I ,,�,_ I ! � I I . I ; � I I I I 1 i. 1 ; I L �M I ,,� � I TED PANELS Z�, I A V T 60L � i �- - WT, ; I ! .. - ! �1 =) M I I- � I I _ IOLP PANELS W _: ( ! � ! ,� -05 1 �_� rf).� 1 �-fl 11 11 1 T-� (� i i 1 71 -#--a I-, __ I ,� 4 ,-4, , � '' , IT N I - � i I i I � .1 I 1*fJ'e 1 i 1 1 1 I ,/. - I - ___ I- i � � 0 1 i I . I � � .?151 '��- 17 1 , , I , 1 � I 1 1 1 1 1,j 1 1 1 j I � I, . � I—- I i - / \_ I /� I I I � I I I � I 1, ,7,---f � -i5d, I , - - � 'V-2L470- 1�1;1 I I I i I 1 1 1 1 Y. g�.,�/. .., N/ � I I � I - - 6,250- --- - . f -, , I I F I i*' 1 ' � I � 1 1 I ! I I I I., III . __ Q� - � IL ' 1 , i i , I I , , 1 i � 14M IL. i-1--i- _!_01 I � (1) STORM PANEL - 2,470' -- 1 I 1 1 1 1 L � 111 I'll 1L]" 1 '� 1 i _1 11 I'L! ] I J i � - � . I- JiT 1� I 1 I I I I t I I—] Tf f J.'r I �L� 11 -T-- ---,- --7- -1 -------- - I'll, ...... - - T I . , , I j 1 � I � � ! IT I I , ! i i4l � i I ! I , I : I - I I 1 a i i IV I I i I I I I , 1 , � , � 1 1 L i i ___0 0 � - - - , i I � - , , W-ML . � - I 40 , _r_________1T1_ � I I L, - - � L ,,, , -.[ _ - j � �]_ - ., RtElw � I i , I �.! 111.1"LL j , I,JL 40 k �0 I I TL I I I _�T_ 11 > 1 I I '11 ! I I 5 § I I I i 11H 1H 11 H i Ill 1 1 Ill I "i I � 4I)III)II 1 1 , I I . I I I T : I ff,YU= 'U" BACK I I jil] I I!j ; a 1.1 11111 1 I i I , I I � id I j I I __ f""""""' L_ ,� 1�,l 11 ITH: I - � I w I 1 M $pmmsl 1 , ; , .----. . . _____ ��_,�__..;__ 4 _Z_4 LI-1,11-16 , ` 1, � I, w 1; 4.1 11111 !1 I Ill I I I I I I �41 Ili I , _� a , , � L IT I I � 4 1 Ell L I. ` I : i LOY SHM 0 . , - .= - ____r __ - .I--- - __ I - L , FOR M,. - - - - I VI " - - , . __I� = � ,Aw-RE i ,P) �PCN SEE SCHEDULE I - -1 M � � � � --: SEE NOTE - BELOW, . 11 - -;��-v III, - "%&Y - 0 i---,."` . - . i - jUTE 3- - I- -12- � - I .. i I . I 1/1 I I I.- TA . I , o- - - - - 1 3�_ `--� j-,M'%w) - I f I I a- I WISWN� �. � N PAVEL's END UP, ��,,�. ,- , 1, -, : (Er I To i I V. ,,a I 1 1 , - � fi I ;ze;� - 150' - ue� Iii .�MCLOP.1� .1E1 .0�. 'L . M r LOCAT , k/ Hamm EDGE - L __ __SMQ` SEE SETTIORS DIN SHOT 2a SCREW-'. M.L AMI"folelE OR 10, /2. I T/r 5 , lk " A I . - -1 I .2 1 L I I - . ,,, TO BE INSTALLED AT I I '_ KILT & TO c000. � �" 1 M. ,Nsi I I TO i 0- ; 1711* INTERIOR PANO.S_,,_ ; TvM �� ! EVEST Oi : 11w - : GROW " "M I 1-1 ],,1:11 - . _____ _____ __ .",��"" L' - _%1.1 I ��- I . i I i 1x%A.p i ZI. 1, - � I - - � < >-- - - - -1 - 4 1 K�r I 0-0- OR ./O@-O tl � I - Cn 11 . I � . ,-' *0.06* .3 I LAST PANEL 0 TO BE LIMSTIALLED AT T!AO" BE PRO17M E i -�� -- -1 , t,* ; TIQN FOR SERIE� OPENING SIOLL ALWAYS I ON F-0, 8 ME I 0 I REAR HANDLE TO fAC9AAW I - . i ! ,-, I � I I �, , ; =T9 I I I I I TYPICAL ELEVA 2QOQ REAR HANDLE TO FACILU, TYPICAL ELEVATI : IF PITENDED TO BE INSTAU-0 FROM : - I /I �: - -.!-- - ! - - _____ - ; § 1 ;1 ____L1 _ _.. _11'.... � 9f i 9 -6-0 , ��- - , >-�-,�� 125' h I i in, - i IF WMINDED To BE lNISTALuED - � 1 INSIDE or STRUCTURE- I I I Itl ----,v I - _X , Id PANEL 111 SISIEM � I ! - - - i I % , I I � - - INSIDE OF S E-Z HANG STO M PAL N I 1 SYSTEM §§ I -� I _____T - - � . "' D2,50- '-� - - I i SCALE 313r - I' I SONE "13r - I - I I; I . I I _�11_ _____k__L d ; I I N i I (D L) /' '. HEMMED I- - , , . Q- 3,750' i -1 i - i g".-,-�-7,.i ! i I . 11 � I i 11 .1 I 1 �1/4' Wu. GAP ,/,* - GAP r-1/4' Mm W 114. ft� GAP -I- 11 I i : = I I 1 �3 � I P, . /11� - . -A !h j . � i I ;1 .11 � I i 1 p F, Z, I a " - - . - - I i I I I ,� I p =3 1 , ),--/ 7`7 7 7 7 I '\ / I . ��' , I, I 0 . 111,_,,.�,, I � ir.s'-) r, I ! , -, , I - ,,��,,�`e,'; ,�,_�; 11 14 1 ISOMETRIC VIEW DEIAIL .00 2.060, �1 -Z 1.z \ N�/ \_/ \_/TL1_Kz_ \--/- NE I . e , :1� I a I , I . ; I �� I I ' ' ", i 0, i I$- I ,�!I,, 4 i C -0 " END LIP Ill HEM ED EDGE- 150 1, - � I- I I 1�1 : , - ��, � ROUNDED CORNER 0 ENDS OF PANEL'S 5' , I elf, V_ @ */ OR *10 (g). Q) I SECTIN 6- _" ;\,-, 2ginit � , � ".4 T! =. .1j I _,� - LL . - � � i � I I ii SEC119N A- 4N , 11 - 1-11 ; � 0 * __ i� t I L________._____ I I I =-,-. I - , : � i i �', ,� Wz%� *X/ .- �-� I '.� 1 4 __7 3 C (NT.S)" ; � I I i -i 26, . I' hm � so" 31w - I, I : I . I , � I ,,r ; I 11 L_ I I ,, *��111111 , - - � I I 42 I i , ;,-', - - Pe "I j I � SOME 3/v* (1) DEFINITION OF SERIES TOM: E - 2 HANG STORM PANEL, SYSTEM CONSISTING OF PANEL . _1 im 1" , � @B, I I I � "I . -2,1)00'---J R.Z - - I- M__1 � I - uglEs TRACKS AT TOP & PANEMIATE PLUS OR IS! LONG 11 q.'I ,I,- I 1 4 IXteDWIT � 1. I/I.Vi=- n BOTTOM W/ PANELMATES, � �-` Z" 9PNM 11 LOAM FANEL SYM CONSISTING OF PANEL � "I - I L��,W�� .C, . WPA, - I j , __ t I " I V `1�1 , I , Z, , - " ./7 W/ I CIO 7. 0), DZMMQN_Qf�SERL'x�� E - 2 HAND S M t, No ii - I I I .T . *M I GO to, - , .=�-�o�� ,",� W4� ,��k;- ... 1, WNG". ERW � I I I , - r , --� I I (�) .j!__Tj= . rq��p To I - i (1) 5"Nox.) ALUM, ANM (2) ED PANELS SliALL ALWAYS BE CONNECTED 10 90770M TRACK OTH ISE A STOP MR / �- 1� : I 11 "I L SMate"104NECTE", To ,xvv Ana...- OF _ ____ IF �11 _! ---- �_ _ , - _U"�, -�,!--.azn- ��,----, 0 a) Co,nl. TRACKS TOP & BOTTOM, (2)+ END PANELS SHALL ALWAYS BE C" W. ,I � MULAN",'I /�� ",,� = -_r - ,,, (�) Mg 2' ./ " \ I I/-, �11IDE SHALL BE PROVIDED AT TOP OF SUCM PANELS. ' "'IT ' " ' "' "', - _', �AOX N�N`P`M I � . VU . 6 it Ir *IIL - 11i' - - TV .'/?. 'EPT AS rsw .. 2 -16 Alurn. ALLOY WIND NUT OR 144;0-20. MK III UM TIASIXED 'NO " - moyNTING INSL �,=�* / 1 --,o _ TVI 00YOT04 I- Cn C4, A 6061 'L -I f- (3) %� ARE CGNI1,E/1M,,E TRACK, C�O/N4 3) ELOW)� t 125' IF END PAN/, .S. W y �EC-RGN SHAU CONSIST OF DESCRIBED ON 0 J ;, ipTlO11 1 1/4, -20.3 2 WIND NUT OR I 4 fty4' Min THUMBSCREW . 111100TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY I AT EITHER OF Two (3) FOR CASES WHEN END PANELS ARE USE JKANTLY / . EXTERIOR FLAT FLANGES OF ENO PANEL IN .�,S* 1-0 (p AT WALL _MOUNTINGL Lffim , = - - ELQQR 1Q_Qf1UNA_WJMNfL JMST, BUILD -Ma M M ON " .� q, (tWUT ENO PANELS ARE NOT CONNECTED TO K , STOP BAR 0 - "t I? " I 1 I BE PROVIDED AT TOP OF SUCH PANELS, I .wU951, 1 (4). IN CASE THIAl END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR SCALE it/S.I- usmo-A! IS LY USEDIAT (4)� FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY w1w/', ! i --Ai) 3A-, SCALE 5/8-, fn I - ON TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING UMATES. ONE INTERIOR PANEL - �__ 51 I. d) I L. i i ,E (3) ABOVE- IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTI OTTOM ATTACKING BOTTOM TRACK TO WALL w a AT UP v; %07011"", '".."11,4, USINGTSPECS NDICATED ON no � s`NcT`C-"0`4 AND W-014divi 1. I 77:�_11 ,I To Sto TOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMATES F No ING SHOWN ON ELEVATION AND W1 - r - I - -10 -1, "'At Ik T, -*A T'P .01 Al� - !1,1/' . "", . - - ,,, ,�,, � ........ . "'U011114t,"'F, NOT NEED TO BE rONNECTEC STALLED f IT - ON _11AiI7 n fi�..` EN ` � I I !I- r %. 1� ,sp Tj - ,, \Nr, si%��1� ,x.�t� N. Q;;?,�, SUCH THAT ADJACENT PANELS M - LEFT & PONT SIDE OF OR PANEL) RAVE �il : ( , , THEIR OVERLAPS RETAINED BY 0� ,8- - � - . -_ - 8 !I 11 0":. * I 5) SEE SECTION V, 3' & 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25- Min. EDGE DISTANCE. FOR TH V g,� 11 4 � 1 7 , OC Fill F "IN, , !Sj_kLM-R = _TR_ACII_ - i S, LLJ I i i 1 '055' (T,., lr�� , L.X 1. -MOB", - I = 50- , 4 , 'TI, , M X, r t - PAN -i IF - - ti ., (Ili I - I SCALE i ; , ... .�. - - _ - __ I z : III ... :E , - I - . �, .. �� I = . S .441 '. = -. , 0.44167 - = " 'L �� I__L====j] 67 ` s If-, I I M ,q) . ..., , S '..!�) , �� \yUN " i -J *: . - FLORIDA BUILDING CODE (High ValoCify Hur cone Zone), ;� 1. I- FLORIDA BUILDING CODE (High Velocity HIM cane Zone), . 1 Nz CAN ILL E *. : � . FLORIDA BUfLDIN city Hurricane Zone) L i : * * - - I 0 Top A BOTTOM MOUNT, - - = G CODE (High Vale I L I __ = I 7. f ,A, COMBINED I, MY eAT To TILT ANY ." 3 � < 350- - .- '. � TATE OF -'�.� 1 uILIao mlom, INC 20 GAGE GALVANIZED MEL STORM PANEL FP Z : .= I&TOW. � F.P i INSTAI-roo - . = PZIM,I "Eco, - fpLe, � �J, No, 4 167 " = 20 GAGE GALVANIZED STEEL STORM PANEL , I \ - I %'jI'--. STATE Of .�7 f 20 WE GALVANIZED STEEL STORY PANEL = 1 - ON" In, = . De'" � ., DMO -3, M_____j _ - , - = ,----�. - - In. A - I .'� 0; . A - - *: _,., . - , - � . i _ -% - GLOBAL PROTECTION PRODUCTS, LI.C. `K"`/`e`A __ int.,2020, 'zp*4_ 1�____Iz� M. --.--.-.--1 , i g � , , ' �� <5 F .*Q� z nkn� ___.__ � � � TATE� 0 3*x3,(m (�) STOP BAR �, . S/; 1�x GLOBAL PROTECTION PRODUCTS, LLC. ____ __\ GLOBAL PROTECTION PRODUCTS, LLC. -72;/� DETAIL I YEA-X I z ?�, ORIOQ LL� --., ;-6; - . . , 411.4�_ ____ �Itl ST a ,�L' .") - SCALE: 1/2' . I' r .1 , // - INC "'Ity 4w �. 51 � 11' LONG TILLUT tOVIING * Z0==jftNY ow- VIL 3m" ff"A' Tts""No gOINECILING 0-0 mw� r, =,� IN P,M� LIL' / 'I--!,. ,C,j f Lee, / - - V`__`zl� MAIS, 1 3331- 4" SA, 51 vlew "11� InHIL i PRONo (sL4)w-7sIIi, fAx� I_ytiii , j toll, . 100v�/___ .1 - --- �!vi- - L!V" 1. !H)WW_"Ls1 ra Ga. / T, LTE C -0. 11 C\ 4HKX, �w. 5 STREET . /T17LEC0-._- \ L__L____j ' kAIAL " y I TILLIT TESTING IT CNIMNECANNO F5W� 20-17 . .11'... - .. 6 � ��g,l / _X46. F0. 1".)(11-57,11 20-176 "-!%,. PH`X�, to _M7 20-176 < W63-75 Aturn. ALLOY / M�..'=, ":K='0` - I - - _ MNt - - 1 02 - - P. I - - Nlt� I " P1. wN_/gwIArPiR,/oITE - i.w.111 --!! fT4� `1,,PNN",f�,,jA11FK sF*,aviMT.REM.R Ck-000KITH? L!r!L_1 __111 - - - _�!1�111 -.E SEAki"ATIM/lIATE `�; 219 ��_ E22J. __j .k,rfA & 'I 'in, PL I - - ! , , It JAALISR A, TAX 1k.. r WALTER A, LIPW .� 'I, IS ic _- F - M". L_ _J_ I agm,ej gj -I ; -11 I - I , I - I - 1=2-1-112i "41 I t I I � __ - PUYW04� IT 01 . _. a ±----Z± =_ a - I I I I I I SHEET NO, SH 1.2 IN51ALLAIION DETAILS FOR OPTION ;02 FQR LIFE SAEEIY STORM EANEL SYSIEM INTO EX151INQ 2!2URED CONCRETE OR CONCRETE BLOCK STRUCTURES 11/44' TAPC ANCHORS 1,'4' TAPDON ANC44ORS a IT, D.C. , LL_ O.0 I , �, , -11 POURED CONCRETE 1� � ., ,- OR CONCRETE BLOCK ��- , .11 li - I � - REGUIRM I ; 3 .s � . A 14 C GENERAL 1 7 1 E-Z RANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-0.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8, 0 MINIMUM EMBEDMENT OF TAPCON ANCHIMS AND PANELMAlt F-rukLE 11) & PANELMATE PLUS IWO CONCRETE ACCORDANCE Willi THE 2o2D (?in Ebaft) or THE FLORIDA BUILDING CODE, BLOCK SHAJ� BE I t/4- DESIGN WIND ED" SHAU, 19E DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CDOE� 82) MINIMUM EMBEDMENT OF 1/4-0 X 7/6- CALK-01 ANCHORS SMALL BE IS 7/5' INTO CONCRETE. FOR A WIND SPEED AS REQUIRED 13Y THE JURISDICTION WHERE TH ST LE NO fMBEOMPUT "GO ANY FINISH MATIERAL SH&L SE PERMITTED. S4SE SHUTTERS WILL BE IN AN 0 FOR A ORECTMAUTY FACTOR KfJ-OBS_ USING ASCE 7- LL NOT EXCEED MAXIVOM (kM 1/4 0-20 SS SLIEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY TINISPI MATERIAL EXIST) 10 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 It ZE. TENTOACE 3/4- INTO ANCHORS, IN ORDER TO VERIFY THE ABOVE CONDITION, UIMMATE DESIGN WIND LOADS DETERMINED PER ASM 7-16 SMALL, BE FIRST RLOUCED TO A,&O, DESIGN WIND LOAD$ BY MULITPLYING THEM BY 0.6 IN ORDER TO 8-3) IN CASE THAT PRECAST STONE, 04 PRECAST CONCRETE PANELS BE POUND ON THE EXISTING WALL. 10 COMPARE THESE W1 MAX, 6kS,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SH41 BE LONG ENOUGH TO REACH THE MAMN STRUCTURE BEHND SUCH PANIELS. ANCHORACE SHALL BE AS MENTIONED IN 8, I) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND WHORS ON `P4TS PE,D. AS TESTED WERE NOT OVER STRESSED, A = INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS N01 USED IN IMER ANULYS& FASTENERS SPACING 70 WOOD K0,_1 SEEN DETERMINED IN ACCORDANCE WITH W.DS, 2015- (C) ANCHORS -94ALL BE IWALLEAT) FOLLOWING ALL OF THE REACOMMENDAIONS, AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURCIT STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIF151) IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT III 2032. AS PROTOCOLS TAS-201� I 1 a SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF T44E STRUCTURE WHERE SHUMR TAS-202 AND TAS-2133, IS TO RE ATTACHED -10 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONIX RE ATTACHED TO CONCRETE. BLOCK I Z THIS SYSTEM KM BEEN DESIGNED TO BE INSTALLED ON THE OUfTSQE or THE OPENING ACCESSING 1HE OPENING MEW THE OR WOOD FRAME SPAWINGS I INSIDE W/O THE USE OF A JAGGER OR LIT-T THIS APPOCAInOel 15 VNJC WHEN INSIALIATTON r. INTENDED TO RE PERFORMED 12� THE INSTALLATION CONOWTOR IS TO SEk/CAU1_K ALL SHUTTER COMPONENT EDGES WHICH REMALN IN CONTINUOUS FROM THE INVDE OF STRUCTURE. CONTACT WITH Ti4t BUILDING TO PREVENT W;NDi INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI AROUND FULL LEN67H, 3. SERIES TOM INSTALLATION IS APPUCARLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN i'NSTALPATION .5 REQUIRED 10 aL PERFORMED FROM T14E W51DE 01' 5RUCTURE. 13 S�FORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 11PAWINC PLUS 94Y BUILDING AND ZONINC. 4, SERIES 2000 INSTALLATION IS APPUTAW TV SINGLE AND DOUBLE HUNG AND HORii SILMERS. STYEE WINDOWS, WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INVALLA71ON IS REQUIRED TO BE PERFORMED MOM T14E INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM. INC. E - F HANG STORM PANEL SYSTEM- 13 PAIEHT PEN!". 5� ALI. ALUMINUM EXTRUSIONS TO BE Goli ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 1 5, JO) THIS PROMICT EVALUATION DOCUMENT (P.ED�) PREPARED BY THIS ENGINEER I$ GENERIS AND DM NOT PFMOf- INFORMATION FOR A SFIT SPECIFIC PROJECT; I., WHERE THE SITE COMORDON-_ "TE FROM THE P�E�C, 1 6. AJU ALUMINUM SHEET METAL USED AT CU)FURES SHALL HAVE 3105-MI4 ALLOY- III) CONTRACTOR TO K RESPONSIBLE TOP THE SELECTION, PURCHASE AND INSTALLATION RIMMING UVE SAFETY OF 7. ALL STEEL SMELL METAL PAINTILLS, SHALL oIAIVE STRUCTURAT- QUALITY STEEL, ASIM A-063 GRATAL _% Min�, GALVANIZED MEL THIS PRODUCE BASM ON THIS PLO� PROVIDED HE/SHE GOES ROT DEVATL PROM T41C CONDITIONS DETAILED ON DES40NAT" W/Fy- S&S "I (AFTER ROILLEO,1� THUS DOCUMENT t0fTSTRUCTION SAFETY AT SITE IS THE CONTPACTICIVS RCSPOHSifip.ffy� IT ALL SCREWS TO HE STAINLESS STEEL 404 OR 116 IN& SERIES OR COMMON RESISTANT MAIM CARBON STEEL AS PER, DIN I.) THIS PRODUCT P_VALUATTGN DOCUMENT WILL BE CONSIDERED ;NVAEO IF LiCiATTED, 50018 W1 50 k8i YIELD STRENGTH AND 913 W TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,114 (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MU 9. BOLTS TO BE ASIM A-307 GALVANTZED STEEL, OR AISI 304 SERIES STAINLESS STEEL. WITH 36 Kp MINIMUM YET,D ", ENCIM, BECOME THE ENGINEER Of RECORD [E.O.R�) FOR THE PRWECT AND WHO WILL BE RESPONSIBLE FOR TmE PRELPEFk USE OF THE: PE,D. ENGINEER OF RECORD. ACTING AS A DELP-GATED LNIONEER To THE P.E.D. ENG,iNEER, SHALL 10, ANCHORS 70 WALL SHALL OF AS FOLIDWSZ SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS 'OR. REVIEW (A) 10_=5�1"am_ (0) THM P F-D, SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - �/4141`,TAPCON ANCHORS AS MANUFACTURED BY IT W BUILDEX. INC. (MIN- t'P-3192 P�ILL') RECORD THAT PREPARED IT I- /4' X 7/8' CALK -IN ANCHOM AS MANUFACTURED BY DIEWALT INC. (MIN, V-3000, ;,�PQ 10. STORM PANEL MANUFACTULREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN I I I - I 0 PANILIIIAE L 11111 TO 8k 1.nMAXIE ILUI ANCHORS, AS MANUIACTURIEG 11 ILCII CONSTRUCTION PRODUCTS ACCORDANCE WITH SECT" 1709-5.3 OF FLORIDA BUILDING CODE ONE LABEL. SMALL BE PLACED FOR EVERY OPENING (flb`i'M PT'Ll) LASEUNG 'TO COMPLY WITH SECTION 1709,91 Or THE FLORIDA BUIL04NG COOE_ AJ) MINIMUM EMBEDMENT OF TAFCON ANCHORS INTO POURED CONCRETE SHAJ_L BE 1 3/4- AND 2- FOR PANELMATE I . FEMALE 10 & PANELMATIC PLIUS. ) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* CAL15-04 ANCHORS SHALL BE IS ?/B' 114TO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED- 1/4' o-20 SS SIDEWALK BOLTS USED SMAL, BE LOND ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' INTO ANCHORS, ,0,�!Ivtossq" , - `� A,I) IN WE THAT PRECAST STONE, , CRETE PANELS, OR PAVERS BE POUND ON TH EXISTING WALL OR / ". 4 I ss , , PRECAST CON E ,�� - T� ".4 - FLOOR, ANCHORS SHALL REE LUNG ENOUGH TO REACH THE MAIN STRUCTURE K�INO SUCH PAINTEUS� ANCHORAGE SMALL 421- , 'VkGEN,� %'Vl; BE AS MINIINED W A 1) AND IN 44)� . , ., e %._ i� I ' s � No. 44167 " = kD) MD_2Tj&aAQN0M_M&1iL_� z *: = = : * : = . � TIT _z - 1/4- 9 TAPCON ANCHORS AS ILANUMILLSED 6f 4TW fiVi INC. Z; - _ __ - Z FLORIDA BUILDING CODE (High 6iocity NUT cone Zone - - 0 X - CAUK -i5W p,%.I,) %, �!V... e " . -7- 1 -, ,---, r P - . , . J;/4 7/8 -TN ANCHORS, AS MANUFACTURED BY DEWALT INC (Em ip- . '01, . 20 CAGE GALVANIZED STEEL STORM PANEL 4-10 PARELMAIC FEMALE 0 AND PALATELMATT! PLUS ANCHORS. AS MANUFACTURED BY ELM CONSTRUCTION 11 I - - DRAIIN BY PRODUCTS (V-2071 1P.A.) C, " . ;��, - 7/24/w4t. .... .. ____1:'1ft,i , - , / 111LIE 0 IN, \ GLOBAL PROTECTION PRODUCTS, LLC. " � -_ ell , * z I&M S.. .41 5RIECi I RUTH TvaiNa * ITHOINLICONG COMPANY D.Iv_ I'L ZLXiI`R,s,;WB_,w 1� ,I-L. 01. PHOW, 0115.)IRi 1w 20-176 . ... - I Im -I-,- _. ' Diel -.1 M_ - P.E MAt"�%_"o.it �-ODCII71 11 - I - I-f - I - __ *AiXLX A� "U" ' I I - ,_ , - � � ruw, J.. j w,eir' - -J--L - - - ;_ _Ami ::�� = " w .1 I _+_ a) a) = Cn -F0 a) -6-1, 1 _0 > = 0 = a) 2 -6-ft _0 L_ C�L 0 Lf = M -0 CL . - -6-l' w a) CD 0 4-, (n -4-0 - C = CU -co Cn a) -0 0 -0 -0 C:) 0 .= a) = L_ - 0 c- = -2 3: c = 0 U_ - �-� "_ CU CC 0 CU C:> > ::D CIO =') " C`� - !;i (n a) L_ -+-a 0- 0- . Cn ,0 - = CU .- CIO O_ R I _0 g < I 0 �- -0 . - U) .1 �� i;- S �,_� _s, �_, = - e .. s S .) S .." I ,;- -M Ln 0- a cz V. .� 0 0 CI_ - 0 4 z z w mi ___ - - � - - r I COMPONENTS EOR, SERIES 2000 & 1QOO E-Z HANG STORM PANELS X/24 a (M NOTE 2 KWWi INSIAL1910 DETAILS FOR �E JU ,2009 AN ANG STORM (SCALE 1/2-t-) 10a - itt IT's.. V/24 11, 1 14'/24 1, W - I/ 1 4 W/ ON W/O & 0 r * ISIX NOE 2 JARLOW) ,- Me,, 2 241111I� V/24 110� . EACH jqv FOR DONCREOT ANCHORS, M I CONME ANCOM T TPEL'�Vr r0a !`:n " PANEL (11), INTO POUREQ CONCRETE OR - reOCREIE BLOCK ,--- ---z,'1SI- , , ___ 0" N, - ,,, - SCHODIRSEWN TV,, ---Y- AT a I* - Min. - Tsm wlDuPt on SHEET , _,. _� L mxgp-- - - - . - _ 15. 1 go- (ICOAL WIDTH ,)'- - - L - - - L 11 . - L _ - - 2250'7 7- 2.59 1'� \ I, ft.- 1�� I' v.; T -F7- ! � � NKNO`Y; `��11 _U: i", - , \ 147 SMJLFM 00100 SCRE , IT SHOT 2A �L L 1 25) �L -J,�I- slks (m %o0NAu RN-1 11 .1171� �ANCNVRI L ____ . 7 - - ' L I gm . ,_ �____ -_ ____ -1 - - 12.500' (EFFECTIVE WIDTH) - - --- - I . - l�--2.25C'= ,i��' - - . . I -) __ - - I � - " 00119 i 40 TatCe'CAMPIPP, 1 "Z�_' - . sietv .) __ L_ soe� 1� 1� I Cn -4-i I I I I f , , ' L , 1, � __T _ � , , , 1111-- - __I - - \ ._�s M-.%") 7\ ��, �e_ in tj;� Wd - - - - - I � � � r I 1 3--��;WVV,w .. - - - - - - - --S 1/4- -- - - - 1� -I I � ,�' 412.-:b - ,/2* [_, T - - �."d - \ \ ,�,`, : I'M !! 1, __� _ I 7� -, �--�-V " W 7L I - 1�3?0'_ --i'ary - - 1350* - 'Sw - I 1 I � * � I I O' �, �p -1 1 "7 __�', , - _,�� ..... I -_ vi;�%d I i 1 � 1 1 1 I i I I I ! I . -, - \ __�� - ,,r / I 11 I , _N I I � z - .1 I 1 i 1_1 ! 1 ip 1 I 1 .� i ; 1 ; � I 1 I . - - __�� 5 1 1 P.We,R ...',"M 11 � � 1 ", __ - , I L I I 1 1 , , 7`!, i �, �� PeOcNoT 11�_ i T -4:0 I , - - Ty, 2.5w 1 i ! I I 1 1 1 I , - �� I ___, i Q75, I I I . . i I i I 1 til f , I i i �,,�� =t==�7 ---- 34- -1 / r - I I - - / , , - -z' 1 .073' -1 T,P. 4 I I i . I "' L � - �__ I .x bw 1 i I I i l � I , I ': ! 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I IT I � 1 1 14 - � 1 1 i q'I 3 i I i 11", �', , GRIDE I _,`=3 �j - . � �_ ------- ====��,_ � I - - _= . ASTIM A . I! ___ _"� ' _' ��P��) IT11"Ti -1 " , __ , 4'- -_� 73 TOO" I G&IAVIIZIET, STEEL. I 2.2.4- ., W IT ,�e >11 -So \ _ _1 - 2. _2 _ , �� I ,.�L" 'L",-, � _t�,E'A' - __ -1�7 1 1 4 1 1 1 _�,_ �I�,,� I 1. � L' \ - � --A- ,.6 1 i� I �'. I 1 14 - - .. - I I I ::� - I ,-- __ I I ,,�,_ I ! � I I . I ; � I I I I 1 i. 1 ; I L �M I ,,� � I TED PANELS Z�, I A V T 60L � i �- - WT, ; I ! .. - ! �1 =) M I I- � I I _ IOLP PANELS W _: ( ! � ! ,� -05 1 �_� rf).� 1 �-fl 11 11 1 T-� (� i i 1 71 -#--a I-, __ I ,� 4 ,-4, , � '' , IT N I - � i I i I � .1 I 1*fJ'e 1 i 1 1 1 I ,/. - I - ___ I- i � � 0 1 i I . I � � .?151 '��- 17 1 , , I , 1 � I 1 1 1 1 1,j 1 1 1 j I � I, . � I—- I i - / \_ I /� I I I � I I I � I 1, ,7,---f � -i5d, I , - - � 'V-2L470- 1�1;1 I I I i I 1 1 1 1 Y. g�.,�/. .., N/ � I I � I - - 6,250- --- - . f -, , I I F I i*' 1 ' � I � 1 1 I ! I I I I., III . __ Q� - � IL ' 1 , i i , I I , , 1 i � 14M IL. i-1--i- _!_01 I � (1) STORM PANEL - 2,470' -- 1 I 1 1 1 1 L � 111 I'll 1L]" 1 '� 1 i _1 11 I'L! ] I J i � - � . I- JiT 1� I 1 I I I I t I I—] Tf f J.'r I �L� 11 -T-- ---,- --7- -1 -------- - I'll, ...... - - T I . , , I j 1 � I � � ! IT I I , ! i i4l � i I ! I , I : I - I I 1 a i i IV I I i I I I I , 1 , � , � 1 1 L i i ___0 0 � - - - , i I � - , , W-ML . � - I 40 , _r_________1T1_ � I I L, - - � L ,,, , -.[ _ - j � �]_ - ., RtElw � I i , I �.! 111.1"LL j , I,JL 40 k �0 I I TL I I I _�T_ 11 > 1 I I '11 ! I I 5 § I I I i 11H 1H 11 H i Ill 1 1 Ill I "i I � 4I)III)II 1 1 , I I . I I I T : I ff,YU= 'U" BACK I I jil] I I!j ; a 1.1 11111 1 I i I , I I � id I j I I __ f""""""' L_ ,� 1�,l 11 ITH: I - � I w I 1 M $pmmsl 1 , ; , .----. . . _____ ��_,�__..;__ 4 _Z_4 LI-1,11-16 , ` 1, � I, w 1; 4.1 11111 !1 I Ill I I I I I I �41 Ili I , _� a , , � L IT I I � 4 1 Ell L I. ` I : i LOY SHM 0 . , - .= - ____r __ - .I--- - __ I - L , FOR M,. - - - - I VI " - - , . __I� = � ,Aw-RE i ,P) �PCN SEE SCHEDULE I - -1 M � � � � --: SEE NOTE - BELOW, . 11 - -;��-v III, - "%&Y - 0 i---,."` . - . i - jUTE 3- - I- -12- � - I .. i I . I 1/1 I I I.- TA . I , o- - - - - 1 3�_ `--� j-,M'%w) - I f I I a- I WISWN� �. � N PAVEL's END UP, ��,,�. ,- , 1, -, : (Er I To i I V. ,,a I 1 1 , - � fi I ;ze;� - 150' - ue� Iii .�MCLOP.1� .1E1 .0�. 'L . M r LOCAT , k/ Hamm EDGE - L __ __SMQ` SEE SETTIORS DIN SHOT 2a SCREW-'. M.L AMI"folelE OR 10, /2. I T/r 5 , lk " A I . - -1 I .2 1 L I I - . ,,, TO BE INSTALLED AT I I '_ KILT & TO c000. � �" 1 M. ,Nsi I I TO i 0- ; 1711* INTERIOR PANO.S_,,_ ; TvM �� ! EVEST Oi : 11w - : GROW " "M I 1-1 ],,1:11 - . _____ _____ __ .",��"" L' - _%1.1 I ��- I . i I i 1x%A.p i ZI. 1, - � I - - � < >-- - - - -1 - 4 1 K�r I 0-0- OR ./O@-O tl � I - Cn 11 . I � . ,-' *0.06* .3 I LAST PANEL 0 TO BE LIMSTIALLED AT T!AO" BE PRO17M E i -�� -- -1 , t,* ; TIQN FOR SERIE� OPENING SIOLL ALWAYS I ON F-0, 8 ME I 0 I REAR HANDLE TO fAC9AAW I - . i ! ,-, I � I I �, , ; =T9 I I I I I TYPICAL ELEVA 2QOQ REAR HANDLE TO FACILU, TYPICAL ELEVATI : IF PITENDED TO BE INSTAU-0 FROM : - I /I �: - -.!-- - ! - - _____ - ; § 1 ;1 ____L1 _ _.. _11'.... � 9f i 9 -6-0 , ��- - , >-�-,�� 125' h I i in, - i IF WMINDED To BE lNISTALuED - � 1 INSIDE or STRUCTURE- I I I Itl ----,v I - _X , Id PANEL 111 SISIEM � I ! - - - i I % , I I � - - INSIDE OF S E-Z HANG STO M PAL N I 1 SYSTEM §§ I -� I _____T - - � . "' D2,50- '-� - - I i SCALE 313r - I' I SONE "13r - I - I I; I . I I _�11_ _____k__L d ; I I N i I (D L) /' '. HEMMED I- - , , . Q- 3,750' i -1 i - i g".-,-�-7,.i ! i I . 11 � I i 11 .1 I 1 �1/4' Wu. GAP ,/,* - GAP r-1/4' Mm W 114. ft� GAP -I- 11 I i : = I I 1 �3 � I P, . /11� - . -A !h j . � i I ;1 .11 � I i 1 p F, Z, I a " - - . - - I i I I I ,� I p =3 1 , ),--/ 7`7 7 7 7 I '\ / I . ��' , I, I 0 . 111,_,,.�,, I � ir.s'-) r, I ! , -, , I - ,,��,,�`e,'; ,�,_�; 11 14 1 ISOMETRIC VIEW DEIAIL .00 2.060, �1 -Z 1.z \ N�/ \_/ \_/TL1_Kz_ \--/- NE I . e , :1� I a I , I . ; I �� I I ' ' ", i 0, i I$- I ,�!I,, 4 i C -0 " END LIP Ill HEM ED EDGE- 150 1, - � I- I I 1�1 : , - ��, � ROUNDED CORNER 0 ENDS OF PANEL'S 5' , I elf, V_ @ */ OR *10 (g). Q) I SECTIN 6- _" ;\,-, 2ginit � , � ".4 T! =. .1j I _,� - LL . - � � i � I I ii SEC119N A- 4N , 11 - 1-11 ; � 0 * __ i� t I L________._____ I I I =-,-. I - , : � i i �', ,� Wz%� *X/ .- �-� I '.� 1 4 __7 3 C (NT.S)" ; � I I i -i 26, . I' hm � so" 31w - I, I : I . I , � I ,,r ; I 11 L_ I I ,, *��111111 , - - � I I 42 I i , ;,-', - - Pe "I j I � SOME 3/v* (1) DEFINITION OF SERIES TOM: E - 2 HANG STORM PANEL, SYSTEM CONSISTING OF PANEL . _1 im 1" , � @B, I I I � "I . -2,1)00'---J R.Z - - I- M__1 � I - uglEs TRACKS AT TOP & PANEMIATE PLUS OR IS! LONG 11 q.'I ,I,- I 1 4 IXteDWIT � 1. I/I.Vi=- n BOTTOM W/ PANELMATES, � �-` Z" 9PNM 11 LOAM FANEL SYM CONSISTING OF PANEL � "I - I L��,W�� .C, . WPA, - I j , __ t I " I V `1�1 , I , Z, , - " ./7 W/ I CIO 7. 0), DZMMQN_Qf�SERL'x�� E - 2 HAND S M t, No ii - I I I .T . *M I GO to, - , .=�-�o�� ,",� W4� ,��k;- ... 1, WNG". ERW � I I I , - r , --� I I (�) .j!__Tj= . rq��p To I - i (1) 5"Nox.) ALUM, ANM (2) ED PANELS SliALL ALWAYS BE CONNECTED 10 90770M TRACK OTH ISE A STOP MR / �- 1� : I 11 "I L SMate"104NECTE", To ,xvv Ana...- OF _ ____ IF �11 _! ---- �_ _ , - _U"�, -�,!--.azn- ��,----, 0 a) Co,nl. TRACKS TOP & BOTTOM, (2)+ END PANELS SHALL ALWAYS BE C" W. ,I � MULAN",'I /�� ",,� = -_r - ,,, (�) Mg 2' ./ " \ I I/-, �11IDE SHALL BE PROVIDED AT TOP OF SUCM PANELS. ' "'IT ' " ' "' "', - _', �AOX N�N`P`M I � . VU . 6 it Ir *IIL - 11i' - - TV .'/?. 'EPT AS rsw .. 2 -16 Alurn. ALLOY WIND NUT OR 144;0-20. MK III UM TIASIXED 'NO " - moyNTING INSL �,=�* / 1 --,o _ TVI 00YOT04 I- Cn C4, A 6061 'L -I f- (3) %� ARE CGNI1,E/1M,,E TRACK, C�O/N4 3) ELOW)� t 125' IF END PAN/, .S. W y �EC-RGN SHAU CONSIST OF DESCRIBED ON 0 J ;, ipTlO11 1 1/4, -20.3 2 WIND NUT OR I 4 fty4' Min THUMBSCREW . 111100TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY I AT EITHER OF Two (3) FOR CASES WHEN END PANELS ARE USE JKANTLY / . EXTERIOR FLAT FLANGES OF ENO PANEL IN .�,S* 1-0 (p AT WALL _MOUNTINGL Lffim , = - - ELQQR 1Q_Qf1UNA_WJMNfL JMST, BUILD -Ma M M ON " .� q, (tWUT ENO PANELS ARE NOT CONNECTED TO K , STOP BAR 0 - "t I? " I 1 I BE PROVIDED AT TOP OF SUCH PANELS, I .wU951, 1 (4). IN CASE THIAl END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR SCALE it/S.I- usmo-A! IS LY USEDIAT (4)� FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY w1w/', ! i --Ai) 3A-, SCALE 5/8-, fn I - ON TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING UMATES. ONE INTERIOR PANEL - �__ 51 I. d) I L. i i ,E (3) ABOVE- IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTI OTTOM ATTACKING BOTTOM TRACK TO WALL w a AT UP v; %07011"", '".."11,4, USINGTSPECS NDICATED ON no � s`NcT`C-"0`4 AND W-014divi 1. I 77:�_11 ,I To Sto TOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMATES F No ING SHOWN ON ELEVATION AND W1 - r - I - -10 -1, "'At Ik T, -*A T'P .01 Al� - !1,1/' . "", . - - ,,, ,�,, � ........ . "'U011114t,"'F, NOT NEED TO BE rONNECTEC STALLED f IT - ON _11AiI7 n fi�..` EN ` � I I !I- r %. 1� ,sp Tj - ,, \Nr, si%��1� ,x.�t� N. Q;;?,�, SUCH THAT ADJACENT PANELS M - LEFT & PONT SIDE OF OR PANEL) RAVE �il : ( , , THEIR OVERLAPS RETAINED BY 0� ,8- - � - . -_ - 8 !I 11 0":. * I 5) SEE SECTION V, 3' & 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25- Min. EDGE DISTANCE. FOR TH V g,� 11 4 � 1 7 , OC Fill F "IN, , !Sj_kLM-R = _TR_ACII_ - i S, LLJ I i i 1 '055' (T,., lr�� , L.X 1. -MOB", - I = 50- , 4 , 'TI, , M X, r t - PAN -i IF - - ti ., (Ili I - I SCALE i ; , ... .�. - - _ - __ I z : III ... :E , - I - . �, .. �� I = . S .441 '. = -. , 0.44167 - = " 'L �� I__L====j] 67 ` s If-, I I M ,q) . ..., , S '..!�) , �� \yUN " i -J *: . - FLORIDA BUILDING CODE (High ValoCify Hur cone Zone), ;� 1. I- FLORIDA BUILDING CODE (High Velocity HIM cane Zone), . 1 Nz CAN ILL E *. : � . FLORIDA BUfLDIN city Hurricane Zone) L i : * * - - I 0 Top A BOTTOM MOUNT, - - = G CODE (High Vale I L I __ = I 7. f ,A, COMBINED I, MY eAT To TILT ANY ." 3 � < 350- - .- '. � TATE OF -'�.� 1 uILIao mlom, INC 20 GAGE GALVANIZED MEL STORM PANEL FP Z : .= I&TOW. � F.P i INSTAI-roo - . = PZIM,I "Eco, - fpLe, � �J, No, 4 167 " = 20 GAGE GALVANIZED STEEL STORM PANEL , I \ - I %'jI'--. STATE Of .�7 f 20 WE GALVANIZED STEEL STORY PANEL = 1 - ON" In, = . De'" � ., DMO -3, M_____j _ - , - = ,----�. - - In. A - I .'� 0; . A - - *: _,., . - , - � . i _ -% - GLOBAL PROTECTION PRODUCTS, LI.C. `K"`/`e`A __ int.,2020, 'zp*4_ 1�____Iz� M. --.--.-.--1 , i g � , , ' �� <5 F .*Q� z nkn� ___.__ � � � TATE� 0 3*x3,(m (�) STOP BAR �, . S/; 1�x GLOBAL PROTECTION PRODUCTS, LLC. ____ __\ GLOBAL PROTECTION PRODUCTS, LLC. -72;/� DETAIL I YEA-X I z ?�, ORIOQ LL� --., ;-6; - . . , 411.4�_ ____ �Itl ST a ,�L' .") - SCALE: 1/2' . I' r .1 , // - INC "'Ity 4w �. 51 � 11' LONG TILLUT tOVIING * Z0==jftNY ow- VIL 3m" ff"A' Tts""No gOINECILING 0-0 mw� r, =,� IN P,M� LIL' / 'I--!,. ,C,j f Lee, / - - V`__`zl� MAIS, 1 3331- 4" SA, 51 vlew "11� InHIL i PRONo (sL4)w-7sIIi, fAx� I_ytiii , j toll, . 100v�/___ .1 - --- �!vi- - L!V" 1. !H)WW_"Ls1 ra Ga. / T, LTE C -0. 11 C\ 4HKX, �w. 5 STREET . /T17LEC0-._- \ L__L____j ' kAIAL " y I TILLIT TESTING IT CNIMNECANNO F5W� 20-17 . .11'... - .. 6 � ��g,l / _X46. F0. 1".)(11-57,11 20-176 "-!%,. PH`X�, to _M7 20-176 < W63-75 Aturn. ALLOY / M�..'=, ":K='0` - I - - _ MNt - - 1 02 - - P. I - - Nlt� I " P1. wN_/gwIArPiR,/oITE - i.w.111 --!! fT4� `1,,PNN",f�,,jA11FK sF*,aviMT.REM.R Ck-000KITH? L!r!L_1 __111 - - - _�!1�111 -.E SEAki"ATIM/lIATE `�; 219 ��_ E22J. __j .k,rfA & 'I 'in, PL I - - ! , , It JAALISR A, TAX 1k.. r WALTER A, LIPW .� 'I, IS ic _- F - M". L_ _J_ I agm,ej gj -I ; -11 I - I , I - I - 1=2-1-112i "41 I t I I � __ - PUYW04� IT 01 . _. a ±----Z± =_ a - I I I I I I SHEET NO, SH 1.2 IN51ALLAIION DETAILS FOR OPTION ;02 FQR LIFE SAEEIY STORM EANEL SYSIEM INTO EX151INQ 2!2URED CONCRETE OR CONCRETE BLOCK STRUCTURES 11/44' TAPC ANCHORS 1,'4' TAPDON ANC44ORS a IT, D.C. , LL_ O.0 I , �, , -11 POURED CONCRETE 1� � ., ,- OR CONCRETE BLOCK ��- , .11 li - I � - REGUIRM I ___ - - � - - r I COMPONENTS EOR, SERIES 2000 & 1QOO E-Z HANG STORM PANELS X/24 a (M NOTE 2 KWWi INSIAL1910 DETAILS FOR �E JU ,2009 AN ANG STORM (SCALE 1/2-t-) 10a - itt IT's.. V/24 11, 1 14'/24 1, W - I/ 1 4 W/ ON W/O & 0 r * ISIX NOE 2 JARLOW) ,- Me,, 2 241111I� V/24 110� . EACH jqv FOR DONCREOT ANCHORS, M I CONME ANCOM T TPEL'�Vr r0a !`:n " PANEL (11), INTO POUREQ CONCRETE OR - reOCREIE BLOCK ,--- ---z,'1SI- , , ___ 0" N, - ,,, - SCHODIRSEWN TV,, ---Y- AT a I* - Min. - Tsm wlDuPt on SHEET , _,. _� L mxgp-- - - - . - _ 15. 1 go- (ICOAL WIDTH ,)'- - - L - - - L 11 . - L _ - - 2250'7 7- 2.59 1'� \ I, ft.- 1�� I' v.; T -F7- ! � � NKNO`Y; `��11 _U: i", - , \ 147 SMJLFM 00100 SCRE , IT SHOT 2A �L L 1 25) �L -J,�I- slks (m %o0NAu RN-1 11 .1171� �ANCNVRI L ____ . 7 - - ' L I gm . ,_ �____ -_ ____ -1 - - 12.500' (EFFECTIVE WIDTH) - - --- - I . - l�--2.25C'= ,i��' - - . . I -) __ - - I � - " 00119 i 40 TatCe'CAMPIPP, 1 "Z�_' - . sietv .) __ L_ soe� 1� 1� I Cn -4-i I I I I f , , ' L , 1, � __T _ � , , , 1111-- - __I - - \ ._�s M-.%") 7\ ��, �e_ in tj;� Wd - - - - - I � � � r I 1 3--��;WVV,w .. - - - - - - - --S 1/4- -- - - - 1� -I I � ,�' 412.-:b - ,/2* [_, T - - �."d - \ \ ,�,`, : I'M !! 1, __� _ I 7� -, �--�-V " W 7L I - 1�3?0'_ --i'ary - - 1350* - 'Sw - I 1 I � * � I I O' �, �p -1 1 "7 __�', , - _,�� ..... I -_ vi;�%d I i 1 � 1 1 1 I i I I I ! I . -, - \ __�� - ,,r / I 11 I , _N I I � z - .1 I 1 i 1_1 ! 1 ip 1 I 1 .� i ; 1 ; � I 1 I . - - __�� 5 1 1 P.We,R ...',"M 11 � � 1 ", __ - , I L I I 1 1 , , 7`!, i �, �� PeOcNoT 11�_ i T -4:0 I , - - Ty, 2.5w 1 i ! I I 1 1 1 I , - �� I ___, i Q75, I I I . . i I i I 1 til f , I i i �,,�� =t==�7 ---- 34- -1 / r - I I - - / , , - -z' 1 .073' -1 T,P. 4 I I i . I "' L � - �__ I .x bw 1 i I I i l � I , I ': ! L _' F _' ' r , ' � I i i I f t i I 1 I 1, j -1,11,\\ I 'i -1 P" I - ",�* I - 41 - - J_ ,. - __ 11 _ - - ; L_ d ;,, ""I �. 1, / -�:t � 3-soo, �1 2L24A' � 2.500" I I _ , _. � 1 1 1 i - , - []_ M i , _�, i I I L ", "I, � 1 � � 11- (1) zw* A - "" ' L .1 � I j i - I � zo� I . 1_� EDGE � 1 I I -_ , L T -_ �, 7, _, 11 1. I -,-,- -f- � 60 x �. - 11� I I - - i - I Ltaw = / HEMMED , - - , I 0 Y, M -, , - , - ' \ . :,; I- - I - / R.Nl� I (END PANEL) DO, � , P I I (. � I I (1w P ( W T _wM00; _��) I "I i - P��! -I �, � ___7 � � PANEL) IN�q L I . I - i Z / "TUL , � i �j Sir NLI L 3. . BELow I I I i t 1 1 1 I 1 1 1 1 i i : i SEE KOM 2. 1 . W-DY SITE NOTIE 2, 3. 1 BELOW IS E N?TE . SO.Q � I I I 1 ` i SEE NOTE 2. 3, 4 1 L 1' I "" Y. 1 1 _� __4 .", U) No - ! I ; I ! 1 ; lu�, , I i- \ I . I I I I I _ I I ; ; I BELOW - I N I -+--a , AEV. I 11 -i- I i I '1� I . � , I i I I . � ==4 . I ; I I � . i i I I '_ I a -'MaKr :," -, I 'i '--.?. ...... A 4 . I IT I � 1 1 14 - � 1 1 i q'I 3 i I i 11", �', , GRIDE I _,`=3 �j - . � �_ ------- ====��,_ � I - - _= . ASTIM A . I! ___ _"� ' _' ��P��) IT11"Ti -1 " , __ , 4'- -_� 73 TOO" I G&IAVIIZIET, STEEL. I 2.2.4- ., W IT ,�e >11 -So \ _ _1 - 2. _2 _ , �� I ,.�L" 'L",-, � _t�,E'A' - __ -1�7 1 1 4 1 1 1 _�,_ �I�,,� I 1. � L' \ - � --A- ,.6 1 i� I �'. I 1 14 - - .. - I I I ::� - I ,-- __ I I ,,�,_ I ! � I I . I ; � I I I I 1 i. 1 ; I L �M I ,,� � I TED PANELS Z�, I A V T 60L � i �- - WT, ; I ! .. - ! �1 =) M I I- � I I _ IOLP PANELS W _: ( ! � ! ,� -05 1 �_� rf).� 1 �-fl 11 11 1 T-� (� i i 1 71 -#--a I-, __ I ,� 4 ,-4, , � '' , IT N I - � i I i I � .1 I 1*fJ'e 1 i 1 1 1 I ,/. - I - ___ I- i � � 0 1 i I . I � � .?151 '��- 17 1 , , I , 1 � I 1 1 1 1 1,j 1 1 1 j I � I, . � I—- I i - / \_ I /� I I I � I I I � I 1, ,7,---f � -i5d, I , - - � 'V-2L470- 1�1;1 I I I i I 1 1 1 1 Y. g�.,�/. .., N/ � I I � I - - 6,250- --- - . f -, , I I F I i*' 1 ' � I � 1 1 I ! I I I I., III . __ Q� - � IL ' 1 , i i , I I , , 1 i � 14M IL. i-1--i- _!_01 I � (1) STORM PANEL - 2,470' -- 1 I 1 1 1 1 L � 111 I'll 1L]" 1 '� 1 i _1 11 I'L! ] I J i � - � . I- JiT 1� I 1 I I I I t I I—] Tf f J.'r I �L� 11 -T-- ---,- --7- -1 -------- - I'll, ...... - - T I . , , I j 1 � I � � ! IT I I , ! i i4l � i I ! I , I : I - I I 1 a i i IV I I i I I I I , 1 , � , � 1 1 L i i ___0 0 � - - - , i I � - , , W-ML . � - I 40 , _r_________1T1_ � I I L, - - � L ,,, , -.[ _ - j � �]_ - ., RtElw � I i , I �.! 111.1"LL j , I,JL 40 k �0 I I TL I I I _�T_ 11 > 1 I I '11 ! I I 5 § I I I i 11H 1H 11 H i Ill 1 1 Ill I "i I � 4I)III)II 1 1 , I I . I I I T : I ff,YU= 'U" BACK I I jil] I I!j ; a 1.1 11111 1 I i I , I I � id I j I I __ f""""""' L_ ,� 1�,l 11 ITH: I - � I w I 1 M $pmmsl 1 , ; , .----. . . _____ ��_,�__..;__ 4 _Z_4 LI-1,11-16 , ` 1, � I, w 1; 4.1 11111 !1 I Ill I I I I I I �41 Ili I , _� a , , � L IT I I � 4 1 Ell L I. ` I : i LOY SHM 0 . , - .= - ____r __ - .I--- - __ I - L , FOR M,. - - - - I VI " - - , . __I� = � ,Aw-RE i ,P) �PCN SEE SCHEDULE I - -1 M � � � � --: SEE NOTE - BELOW, . 11 - -;��-v III, - "%&Y - 0 i---,."` . - . i - jUTE 3- - I- -12- � - I .. i I . I 1/1 I I I.- TA . I , o- - - - - 1 3�_ `--� j-,M'%w) - I f I I a- I WISWN� �. � N PAVEL's END UP, ��,,�. ,- , 1, -, : (Er I To i I V. ,,a I 1 1 , - � fi I ;ze;� - 150' - ue� Iii .�MCLOP.1� .1E1 .0�. 'L . M r LOCAT , k/ Hamm EDGE - L __ __SMQ` SEE SETTIORS DIN SHOT 2a SCREW-'. M.L AMI"folelE OR 10, /2. I T/r 5 , lk " A I . - -1 I .2 1 L I I - . ,,, TO BE INSTALLED AT I I '_ KILT & TO c000. � �" 1 M. ,Nsi I I TO i 0- ; 1711* INTERIOR PANO.S_,,_ ; TvM �� ! EVEST Oi : 11w - : GROW " "M I 1-1 ],,1:11 - . _____ _____ __ .",��"" L' - _%1.1 I ��- I . i I i 1x%A.p i ZI. 1, - � I - - � < >-- - - - -1 - 4 1 K�r I 0-0- OR ./O@-O tl � I - Cn 11 . I � . ,-' *0.06* .3 I LAST PANEL 0 TO BE LIMSTIALLED AT T!AO" BE PRO17M E i -�� -- -1 , t,* ; TIQN FOR SERIE� OPENING SIOLL ALWAYS I ON F-0, 8 ME I 0 I REAR HANDLE TO fAC9AAW I - . i ! ,-, I � I I �, , ; =T9 I I I I I TYPICAL ELEVA 2QOQ REAR HANDLE TO FACILU, TYPICAL ELEVATI : IF PITENDED TO BE INSTAU-0 FROM : - I /I �: - -.!-- - ! - - _____ - ; § 1 ;1 ____L1 _ _.. _11'.... � 9f i 9 -6-0 , ��- - , >-�-,�� 125' h I i in, - i IF WMINDED To BE lNISTALuED - � 1 INSIDE or STRUCTURE- I I I Itl ----,v I - _X , Id PANEL 111 SISIEM � I ! - - - i I % , I I � - - INSIDE OF S E-Z HANG STO M PAL N I 1 SYSTEM §§ I -� I _____T - - � . "' D2,50- '-� - - I i SCALE 313r - I' I SONE "13r - I - I I; I . I I _�11_ _____k__L d ; I I N i I (D L) /' '. HEMMED I- - , , . Q- 3,750' i -1 i - i g".-,-�-7,.i ! i I . 11 � I i 11 .1 I 1 �1/4' Wu. GAP ,/,* - GAP r-1/4' Mm W 114. ft� GAP -I- 11 I i : = I I 1 �3 � I P, . /11� - . -A !h j . � i I ;1 .11 � I i 1 p F, Z, I a " - - . - - I i I I I ,� I p =3 1 , ),--/ 7`7 7 7 7 I '\ / I . ��' , I, I 0 . 111,_,,.�,, I � ir.s'-) r, I ! , -, , I - ,,��,,�`e,'; ,�,_�; 11 14 1 ISOMETRIC VIEW DEIAIL .00 2.060, �1 -Z 1.z \ N�/ \_/ \_/TL1_Kz_ \--/- NE I . e , :1� I a I , I . ; I �� I I ' ' ", i 0, i I$- I ,�!I,, 4 i C -0 " END LIP Ill HEM ED EDGE- 150 1, - � I- I I 1�1 : , - ��, � ROUNDED CORNER 0 ENDS OF PANEL'S 5' , I elf, V_ @ */ OR *10 (g). Q) I SECTIN 6- _" ;\,-, 2ginit � , � ".4 T! =. .1j I _,� - LL . - � � i � I I ii SEC119N A- 4N , 11 - 1-11 ; � 0 * __ i� t I L________._____ I I I =-,-. I - , : � i i �', ,� Wz%� *X/ .- �-� I '.� 1 4 __7 3 C (NT.S)" ; � I I i -i 26, . I' hm � so" 31w - I, I : I . I , � I ,,r ; I 11 L_ I I ,, *��111111 , - - � I I 42 I i , ;,-', - - Pe "I j I � SOME 3/v* (1) DEFINITION OF SERIES TOM: E - 2 HANG STORM PANEL, SYSTEM CONSISTING OF PANEL . _1 im 1" , � @B, I I I � "I . -2,1)00'---J R.Z - - I- M__1 � I - uglEs TRACKS AT TOP & PANEMIATE PLUS OR IS! LONG 11 q.'I ,I,- I 1 4 IXteDWIT � 1. I/I.Vi=- n BOTTOM W/ PANELMATES, � �-` Z" 9PNM 11 LOAM FANEL SYM CONSISTING OF PANEL � "I - I L��,W�� .C, . WPA, - I j , __ t I " I V `1�1 , I , Z, , - " ./7 W/ I CIO 7. 0), DZMMQN_Qf�SERL'x�� E - 2 HAND S M t, No ii - I I I .T . *M I GO to, - , .=�-�o�� ,",� W4� ,��k;- ... 1, WNG". ERW � I I I , - r , --� I I (�) .j!__Tj= . rq��p To I - i (1) 5"Nox.) ALUM, ANM (2) ED PANELS SliALL ALWAYS BE CONNECTED 10 90770M TRACK OTH ISE A STOP MR / �- 1� : I 11 "I L SMate"104NECTE", To ,xvv Ana...- OF _ ____ IF �11 _! ---- �_ _ , - _U"�, -�,!--.azn- ��,----, 0 a) Co,nl. TRACKS TOP & BOTTOM, (2)+ END PANELS SHALL ALWAYS BE C" W. ,I � MULAN",'I /�� ",,� = -_r - ,,, (�) Mg 2' ./ " \ I I/-, �11IDE SHALL BE PROVIDED AT TOP OF SUCM PANELS. ' "'IT ' " ' "' "', - _', �AOX N�N`P`M I � . VU . 6 it Ir *IIL - 11i' - - TV .'/?. 'EPT AS rsw .. 2 -16 Alurn. ALLOY WIND NUT OR 144;0-20. MK III UM TIASIXED 'NO " - moyNTING INSL �,=�* / 1 --,o _ TVI 00YOT04 I- Cn C4, A 6061 'L -I f- (3) %� ARE CGNI1,E/1M,,E TRACK, C�O/N4 3) ELOW)� t 125' IF END PAN/, .S. W y �EC-RGN SHAU CONSIST OF DESCRIBED ON 0 J ;, ipTlO11 1 1/4, -20.3 2 WIND NUT OR I 4 fty4' Min THUMBSCREW . 111100TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY I AT EITHER OF Two (3) FOR CASES WHEN END PANELS ARE USE JKANTLY / . EXTERIOR FLAT FLANGES OF ENO PANEL IN .�,S* 1-0 (p AT WALL _MOUNTINGL Lffim , = - - ELQQR 1Q_Qf1UNA_WJMNfL JMST, BUILD -Ma M M ON " .� q, (tWUT ENO PANELS ARE NOT CONNECTED TO K , STOP BAR 0 - "t I? " I 1 I BE PROVIDED AT TOP OF SUCH PANELS, I .wU951, 1 (4). IN CASE THIAl END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR SCALE it/S.I- usmo-A! IS LY USEDIAT (4)� FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY w1w/', ! i --Ai) 3A-, SCALE 5/8-, fn I - ON TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING UMATES. ONE INTERIOR PANEL - �__ 51 I. d) I L. i i ,E (3) ABOVE- IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTI OTTOM ATTACKING BOTTOM TRACK TO WALL w a AT UP v; %07011"", '".."11,4, USINGTSPECS NDICATED ON no � s`NcT`C-"0`4 AND W-014divi 1. I 77:�_11 ,I To Sto TOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMATES F No ING SHOWN ON ELEVATION AND W1 - r - I - -10 -1, "'At Ik T, -*A T'P .01 Al� - !1,1/' . "", . - - ,,, ,�,, � ........ . "'U011114t,"'F, NOT NEED TO BE rONNECTEC STALLED f IT - ON _11AiI7 n fi�..` EN ` � I I !I- r %. 1� ,sp Tj - ,, \Nr, si%��1� ,x.�t� N. Q;;?,�, SUCH THAT ADJACENT PANELS M - LEFT & PONT SIDE OF OR PANEL) RAVE �il : ( , , THEIR OVERLAPS RETAINED BY 0� ,8- - � - . -_ - 8 !I 11 0":. * I 5) SEE SECTION V, 3' & 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25- Min. EDGE DISTANCE. FOR TH V g,� 11 4 � 1 7 , OC Fill F "IN, , !Sj_kLM-R = _TR_ACII_ - i S, LLJ I i i 1 '055' (T,., lr�� , L.X 1. -MOB", - I = 50- , 4 , 'TI, , M X, r t - PAN -i IF - - ti ., (Ili I - I SCALE i ; , ... .�. - - _ - __ I z : III ... :E , - I - . �, .. �� I = . S .441 '. = -. , 0.44167 - = " 'L �� I__L====j] 67 ` s If-, I I M ,q) . ..., , S '..!�) , �� \yUN " i -J *: . - FLORIDA BUILDING CODE (High ValoCify Hur cone Zone), ;� 1. I- FLORIDA BUILDING CODE (High Velocity HIM cane Zone), . 1 Nz CAN ILL E *. : � . FLORIDA BUfLDIN city Hurricane Zone) L i : * * - - I 0 Top A BOTTOM MOUNT, - - = G CODE (High Vale I L I __ = I 7. f ,A, COMBINED I, MY eAT To TILT ANY ." 3 � < 350- - .- '. � TATE OF -'�.� 1 uILIao mlom, INC 20 GAGE GALVANIZED MEL STORM PANEL FP Z : .= I&TOW. � F.P i INSTAI-roo - . = PZIM,I "Eco, - fpLe, � �J, No, 4 167 " = 20 GAGE GALVANIZED STEEL STORM PANEL , I \ - I %'jI'--. STATE Of .�7 f 20 WE GALVANIZED STEEL STORY PANEL = 1 - ON" In, = . De'" � ., DMO -3, M_____j _ - , - = ,----�. - - In. A - I .'� 0; . A - - *: _,., . - , - � . i _ -% - GLOBAL PROTECTION PRODUCTS, LI.C. `K"`/`e`A __ int.,2020, 'zp*4_ 1�____Iz� M. --.--.-.--1 , i g � , , ' �� <5 F .*Q� z nkn� ___.__ � � � TATE� 0 3*x3,(m (�) STOP BAR �, . S/; 1�x GLOBAL PROTECTION PRODUCTS, LLC. ____ __\ GLOBAL PROTECTION PRODUCTS, LLC. -72;/� DETAIL I YEA-X I z ?�, ORIOQ LL� --., ;-6; - . . , 411.4�_ ____ �Itl ST a ,�L' .") - SCALE: 1/2' . I' r .1 , // - INC "'Ity 4w �. 51 � 11' LONG TILLUT tOVIING * Z0==jftNY ow- VIL 3m" ff"A' Tts""No gOINECILING 0-0 mw� r, =,� IN P,M� LIL' / 'I--!,. ,C,j f Lee, / - - V`__`zl� MAIS, 1 3331- 4" SA, 51 vlew "11� InHIL i PRONo (sL4)w-7sIIi, fAx� I_ytiii , j toll, . 100v�/___ .1 - --- �!vi- - L!V" 1. !H)WW_"Ls1 ra Ga. / T, LTE C -0. 11 C\ 4HKX, �w. 5 STREET . /T17LEC0-._- \ L__L____j ' kAIAL " y I TILLIT TESTING IT CNIMNECANNO F5W� 20-17 . .11'... - .. 6 � ��g,l / _X46. F0. 1".)(11-57,11 20-176 "-!%,. PH`X�, to _M7 20-176 < W63-75 Aturn. ALLOY / M�..'=, ":K='0` - I - - _ MNt - - 1 02 - - P. I - - Nlt� I " P1. wN_/gwIArPiR,/oITE - i.w.111 --!! fT4� `1,,PNN",f�,,jA11FK sF*,aviMT.REM.R Ck-000KITH? L!r!L_1 __111 - - - _�!1�111 -.E SEAki"ATIM/lIATE `�; 219 ��_ E22J. __j .k,rfA & 'I 'in, PL I - - ! , , It JAALISR A, TAX 1k.. r WALTER A, LIPW .� 'I, IS ic _- F - M". L_ _J_ I agm,ej gj -I ; -11 I - I , I - I - 1=2-1-112i "41 I t I I � __ - PUYW04� IT 01 . _. a ±----Z± =_ a - I I I I I I SHEET NO, SH 1.2 IN51ALLAIION DETAILS FOR OPTION ;02 FQR LIFE SAEEIY STORM EANEL SYSIEM INTO EX151INQ 2!2URED CONCRETE OR CONCRETE BLOCK STRUCTURES 11/44' TAPC ANCHORS 1,'4' TAPDON ANC44ORS a IT, D.C. , LL_ O.0 I , �, , -11 POURED CONCRETE 1� � ., ,- OR CONCRETE BLOCK ��- , .11 li - I � - REGUIRM I . 7 MAXIMUM A_%D. DESIGN PREMR[ &OHQ (gad.) AND CORRESPONDING MAXIMUM PANEL LESM -L- SCHEDULE MOMUM A.&D. DESIGN EUMM RATING (gLAS.I.) ANQ WEREMOIN!j MXIMUM AN FOR SERU 1000 E-2 HANg STORM PANEL M SYSTEM SPACING SCHEDULE FOR INSTALLATIONS INTO =ME k CONCRETE BLOCK 53= I I. D � E �__ S&MANLY-Im-ppi-IL, 4-4,L-I.L�-.216-AS-E�,iu�,�l--W"-5t=-Zt'I �IY",.QWII-tQ.R-e6hu-29m�,.WlioNa-& - - 0mm No MAYA" ANCHORS SPACING FOR C. 0. - 3 ,/2' - APPUCARLE To MAXIMUM A.S.D. M=1 ri OEm,FAFm,wE MINIMUM SEPARATION i PAVEL APPLICABLE TO AS D. Mom - --- To GLASS CONDITION SECTIONS � SECTIONS & ,� ) GAU, IN PANELPATE FEMALE 0 PANIELMAPE PLOS III (-SEE Sm-I'DWS) PiESSURE .___ I CoLefmr" MAXMLUV PANEL M' RATING LINGTH -I- (K) _' I I 2'. 2V l-W TO CONCRETE E CONCRETE 10 MAIM"t 170 G,,CRM TO ORRETE .1 .___,TO COWI - - 11 I .56�0. -75-3 70* OR LESS 2 9/,6- I BOLTEO - (P-1 9UQCK i I BUT)" BUICK I � - , - - - - __ - - 12' NIA I 12- N/A 1 12- N/A i N/A I . 1 12, & 2� (TOP) I I . I �66.0. -75,3 70 OR, LESS 2 7/8' 1 SOLTED - A* & ."w 't- - , . , I I IT* 1.* ) ". 3. i 5 . 4. 1. � .1, (BOTTOM) - BOML WIT,glI�2;WO', S-S LAS & WNOMJ', i 1 4' A) OA4AAP & AD% OF PANEL LENGTH .__ I SERIES 2DDG + i . ME ED PANEL 12" 1. S' a' 6' 1 1-21 - __ ' .!:-- . I,.- !-_'�M, _2"`-� I N/A 2' (8011CIM) N/A j 111A A 1 12 1/2I- IT' !/ _,�/A _ __ ___ _ _,!/ I68-0, _7!1�2 ____4,_,__, _�_,__, ___.___ - 70, ON LESS 7' 1 I N/A j 6 112' N/A 4 1/�?_ N A 4 1/2- N/A 3' (TOP) - - - __ -_ - - -_ - � 1 12' N/A 1 12- N/A 9 1/12' N A ! i 9 1/2- NIA t 3' (BOTTOM) I-------- 4- I 12- N/A � 12* N/A I 12* N/A i 12, N/A ,i' (TOP) ! , I I 12 . 9 1/2- 1 12. I 11' 1 ,2 , ,1� - 1 1 �. (BOTTOM) I * LIMITED TO 6&O P...' ASM� DESIGN PRESSURE RITIN C F'f_1---0 I I— ___w____ 1 4 SEE SHEET n FOR ANCHORS TYPE * SPACING FOR INSTALLATIONS PRO WOOD + REQUIRES Oop. OLSTAINCIE BETWEEN BOTTOM OF' PANEL I JI/2, FIPME ELAUXANT AVG (2) TO BE, 1/2* P_ - MINIMUM ANCHOR SPACINGS AND WM404 TOM DISTANCE ARE INDICATED ON THIS - Im. SCHEDULE- FOR Eo� LESS THAN INDICAYDO ON SOLIEDULE RMCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCREOVUE IV THE FOU1,000ING FACTOM FOR THIS OPMOOR TO BE POSSIBLE REDUCED SPACING OWAINED USING FACTOR S4kaL NOT BE LESS THAN MINIMUM SPACING tIONGIATED FOR EACH ANCHOR TYPE AT F�_�-O moomots LEGEND, - AMMM TfK 1 1141. - 1 4 � Y��!___I�!*io --- + + REOULIMS U... DISTANCE BETWEEN BOTTOM OF PAVEL, TM.G. ftleolmair pmumATE GR,, AND 0 TO BE, T/w 3/1 r PUS I V, ___ WA, No, NeAm., wAr" I.) a � 2 ,A __L__ . 3 , 3 _� - [=jn) - " MAI 5-1 �_ I ", A . .I.. � � li�� m . ---m . . -----i _11r_ m - - - I ,jr -:::-:::: - �__:_- __ :__ E__ L, __ r __ ,-. I; �.__ - ,, i.;;�___ I - I. ,Awolt"741#11"'A"' !'� t�,, ,,t - I ,1z/,;,- , - ", . . I- 1, ll� , " - -0 - . '% jz�..,,,*��ENS��'% I . . FLORIDA BUILDING CODE (High Velocity I cone Zone)l - ` = - No. - -. z "TIGIM, XIEVs. - III = .. :*E 20 GAGE GALVANIZED STEEL STORM PANEL = __ - DROIN ITY z *' * _____ - `�_ .. - I'-) I - z � �_ 01/20 I; -, 11 GLOBAL PROTECTION PRODUCTS. _o, S ,TE 0 . '1_1� — 11LIE LLC. OUT, � �� F, , I C 0 .-C ":110'��., AI R0 11 AM S... 5� STREET W/�__� � � � .�, E TIMULT TESTM & VIRRANUDIIII40 COMPANY 1�1,�"_ I �'Y ..� .�� PRITIC ORH, GAVE. F. M.1 AMA .., - . A 20-176 "Ill"" It:!AttrA, . APA, M-�& FAA ""I �1 N I. - I obe, M_ - C-ITE.E., _ 'a __ . N11ow- GAHKKV,7,v IR'. - - 001"Alio - ,J� - - --,IV" ITALTER A 1w " PC � , � . ca'Ro. III, 4 wL7 - -7- - III 0, a , - I-, I A I . . - _____ — I I TTF III � 11 ---Fv-- I __F __ - 1. - ___ - — - — - ___ I I I I I I li,�i, � , -I, I I F_ --------- I--- -1 I I 1 --r- I � --- I I I - - __� __� . ---------------" . ---------------" I.---- __ QOMPONENTS FOR REGULAR, LIFE SAEF—TY & E—Z HANG STORM PANEL= �Y_STEMS 1 (SCALE 112-I-) - - . - . ___ __ - - - - 15-125- (TOTAL WIDTH) - - --- - --- � - - 1,87-- -- __ . ___ _____ - 12,500' (EFFECTIVE WIDTH) I - --- _ I----- I-- -.193, i 1/4--20.3f.. r i - F:2�06� - 7BG- - SS, STUD MVREM 1 1 . � L - -- 6 7/4' (TYPA ----- - - FF- Z74�-_ , TO MOLE a 6 ,/4 11 �,25 -, - 1 . --1,a50- - � 11250, - .100" lw--� ,_1 .056' OR 0 12 lIr Olt I , I " (AMY HE REVERSED) -;,-�- _- - 1, -1,11" -, - , J�D` , " :1.509. 1 � I I , AID' I �,� I I - , t � I - I I I , , I L ?"' ," n_ 11 1i - , -1 I � Si. 25W,", -, � C � , 0 024' W, THICK (g,y! �, I',, 3�Ps' zw I,f;,-- - - 1- ,, 6-7-Y, �_\",_.�'11' - , , , 1.671* ` - +1 I I 1 KEMP M. . --, r GAUMMIZ STEEL 1141I __qh I 1 I , , . I ME ASNA A853 TYP , , '. � � �084' - - -, 'o"5--_ r i - � I OEM I ' r "� ,,.,_ 260- I I - .11,25' I L ---------- II, , - . i . I � - - -- --- _j c- . 'tl, EDGE - ,w__J 125II I - DE7AJL A 4B I I 11 - - -,USA" - -- - ----- ----------- -.1 C - I L .3-75' �Iw_� ITYP ) — - I __ � G)SIORM PANE I . i I 1350 __350 - DETAIL A- - 2.000 I PANELS SHALL BE INSIAUJI ALWAYS - . 238r - - - I FROM LEFT TO RIGHT W/ 1/2' LED AT END AT LEFT SUE OF PANEL (�) !HLHw_m (�) M-I&VA, (�) ANQU_Nni_= .,_"," L I ]�,,, � TYP�IOP EDGE 0.02", (W.11) a MR I PANELS END UP� �11 I`- I � �. GALVANIZED SLEL I, 1. , . _t 2-1—W - D I 1.,' . I , - W1 HEWED EDGE ,Y.� ', , i , I " � -, � 4 � PANEL I #/� ....- I �, "'� �., - �r - � I I " e' , _� I - 1. _�_ - , IA3" 0-270' , j �. I I - - , - __�', ,_ - - - - 't , I /;1�____ I � -WO. i +� - - L� � "' MIT ' '01215 0-37'5'1 �� " " I, 2�1 ___ �, 5.�, I i ��_,,Z� , M7 _ . =,- , -0 �. I " -0.mo. I . _� - �, , _ G:� -.- , 1, I A E I � I I 1 I HEMMED I t- � ------ 1%, I 1 00,9700- � � . _ . \ 2 591' - - /� .- �IF - , 1�1 - I I - LL-1 2.259' _�w "T��.,,.., PANEL I , - -(!��, OR 1�� e I � �1_ _�_ - _ � I - ii �, � I I ISOMETRI EX DETAIL A , �_ `0 t - .1 'i,,1 _ , / _ �w� , 1215PNi ROUNDED CORNER 0 ENDS OF PANELS T - 04 , ' - .Mfi' I � 1 2.378' END LIP W/ HEMMED EDGE. 1, _ U.625, ,I 2i� i VT S) 375, , j . . "'I. BOTTOM ....... ___ MAU" 1-11. I 1 (�) KEY_dQLE_)mm - - EDGE OF PANE, I 'T (067- , - -' - 3,750' 3105-MI54 ALUM. ALLOY (�) M HOLE AT PANEL 072* IYP-) - EE1 I � I - __ -1 ?"24- - .; r F . SEE SM 6 FOR NDOTTONAL 750, - um,uutonw SLEEVE LENO-n. Is I J*� : it � T.?5* , ONLY v" FOR INSTALLATIONS INTO - _,091, _. - I ZSo- I � (�) SLEEA 2 1 /8" I- I I . twpj , WOOD STRIXTURES I '375" ., _Iw-, 1 I -I MAXAJAQWH , L '_wl I 11� j -2.DOD' -- , '". I , I -1 . 3750 - ,"', � I � - - . __ i 12e 2.0 1 00 - 2,548" I.. 1 1 a 'o.. � olmb T 4:� 1 I :! 750' �25D, uQ_ � O, L L I (D REV, 'H" HIMER . I 0Yp:T -_ __ � I" MIN To 5* M.- - ----,- .- .1 - 2OOO`- - H i (R SLEEYE I" MAX, LENGTH * (@ ANGLE (9 'J' ][RA9;K 9 E&M-HAMM � 3400, ""OHNN", Ril - 3ii�- - 60111-TO ALLOY ,1"','jii\ A, 1`040' - — - 11-11 , QJ44L� 140S I ; i -2.00 k�!��,-___ �, - I I � �151. L_ , ` X (USE ONLY FOR F-Z RANG STORM PANEL �_�' , , � I � ,I, e I_ � 11 I- __f_1___- -, .082, ,?* � -'cults, - Ili 11- EM) SOGS-16 ALUM. ALLOY 1 Sit , ESE^ 470' 175, -1 -, , .. SYST i MIN' ., , . . 'S 1.67, I, :_ i - I ------ - '4. 1 , -, - i" " z : * No. 44167 , '. --- FLORIDA BUILDING CODE (Non High Woolly Hu icon* Zorm2 ' 4 , � , r EGON, 1 - ��_�� 1 1.1025i�� BllI, - _*__ * I -101, m1H. 0 � "� ", �_, , 0 Amme IXTE031 - . ' =*: 1 24 GAGE GALVANIZED STEEL STORM PANEL GRANT, I j 088 ,-201, 1A, 123' IP0 F . -.7-1, �11 ' I -.- I _--_ - I .: �=� 4 (Typ") 11 . 1'. STATE OF --- L . � -- � So- � \ I— .7/71/mn ---- SEC S-,(-*, - -- -0 , I- , , _ , "' � -- 2.00- - __ 1- __ �. " A, - - 1 `� - "'. . MIN i- \ I � JILIEC O.... GLOBAL PROTECTION PRODUCTS. LLC.1 wE. _�OA - - _ET . 9--este DOM"ANT Nw SA" 5 STREET !/1 �111 Aes-, - ". Z3, ... 0-175 � " If.)IIIN-ml 2 , -1.1, w NX - - PIXOL- (�Xa-7 U.;Int, I @ & (9) WMHERED WINGNUI (g) ffiALU=QUL.= (f� 13UILD-QUI "F* RAQK I I , , �-o�m" -f — 1-1-1 !!.� $-I DRAINIG. I IRACK-AHM (ZAMAC 3 ALLOY) P,C SE11114041TURZ/om 'Am'" & ... P,r I T -WA -- ----f---j smurm, , OF !j DIM tro MI!, zi�� .— . _ ....__1 — ------ ---- I I IN5TALLATION., DETAILS EOR SERIES 20QQ- A I 099 E-Z LiANG SJORM PANEL (1) - INTQ EXISIIN-Q .-WOOD SIRQgTURES - T--,-- ,I T/A'. 1AG StAt"I'S 14 a' O' W/ . I — � _�t -.- - r, - 1/4'# .AS xn1r. 0 6* 0 C ./ I - - - � I _� I'll 1/2* W, 1HREA" 0 PEwrmTXlN 1 - . _0 - WW EXIATING, HEADER ,I . I I I/V 4, TNIRGADED PENETRATION . I _" I I - - = 2,., 'NOW -1 �� - , , � z 1; -To EXISPh", WOOD -EAGER -1 I - , '_ ['r qPWRE"I I I I I - -1 �! T_ 1 , PIT OR ON EME I - II LIN, . - AC "N", O 6, ox A/ 1 112 . - TVRI PONVITAIN" r-- I I _�� -�J r ,� -04CVTT, JIA.I'SUS �4 , ,. . � 1 4) 1- 414,1- SIAS I �� I 1, I �, �; , I � . - - V. 0 i � � , � , � �� - +_ . -, - _711, -1 - t� - TO ILITSTITIC WOOD READER , , - ---- - --� T , , 6 P_, *011c, ` t �,�,�," /� I R V., , In -4g) I I r , ,, , = oTTP_ 1/2- k � . 11 ,� I F , I ,k 11 . � �, 4' � , , � ti I I I � . '/-'1_2w1A, NIL L� 1 "="4, IN - I I x - j �/ -1 "" � L. I ,_!j'4'. 5own 0 - G,C, W/ , * All. TNINLAXID pol I I '12 _,, C `oc WOOD IlEADEF, I ��. _7� 4i p tClIt I " �-,,I, a 44" SM, k I t /kf I 0 -x, END IT, CN - I � --VMI IA-RELOW - __ . I I _; - , i _____ . .l,Z_ ii�i It 0XV - I VIRII c� I [I I r I ,SEE OEDR 112- . .1-6,,- "i-- i __0 ,5 1 , L I : yw�,-�_1111 11 , I. 4- IKIP,�70 - , 0 99ANITTH ,� t' . IT YII � #,,.I* SAIS I -0 E,I. m or (D . I 4 �: t I : , � '_ , � .. , , �I *1" I I L 2 40-1 ,A avuo-�, I I 1�_ , _5% 1 5 =19", � 01 I I - A __ --7-, � � ( - ,0, �, 9 , Z T - T i Z,/,.-. ISU DETAIL 1/2A A NOTE 1. SELIAH -1 I 11111 -, - j I r - i .I- lil� � I __,� , ' 01 I 9 I - i . I .. I ,W,� 2 Vie, Ill, i , I '1.O/V W 1, � _w d 77 - _(D i "N�011 NEI T , URNIL , MEOLKIIM I � - 2 9/q. .I, I L� - i SUPARAIIJ), - I 1�1*1 9 m GASS AIL .)?,%.1�1._ I "w Wit a `V` NY OvFVAA �11 ,-,, SEPARATION I Al I - . A I/ 9 = It _ I I f, - '32- I/ - To MASS- I 'I � .3, A :i .1 a , ; A11w. A�l a � 12' "I � W.P1 Q`A� - " �, :�) _� , 9 � , ,/8' '" - __T_ - � � " M. b - ! . . X11 I- - i .§ I , I = i t ILI, z SIIIII, - � I ' I I/4'-_7vI`3111' - Y� ,-,�" .Sy ,,, � I, CLASS Ij.,_,,v,v�' I I 11 �Ml' � - ; 9 - I tl � - - - SOP`IJ;ATI11- - I I a; TO GLASS I -,G T C, , - ; EVE'r, OVERLAP t! / I I ( �, � I EVERY OVER�r V P I i - _l,__ - ____�_ , I. ; I g � , 'I Dl. e . : f I _� I , ; .� i I I_ - I - I F ` I., _4� . * � IF 141 - I !j - I-, I- , I p ) cl . I , , I I I ; i p � i . I � � .- 11 1"511 �i I f I � - , 11 iY i � � I I .6 I - j it I I - 1i x ,_ - --L-_L,._L_j +�_ � � j � �'. I I I I;\ i '� I , 21- ,@ 11 I I -I I 11 I S ; - :: r 20.3j4- U'S i 1 _113/1I_ A -_ �_ �!� . 6 Et I I , I T . - ' � I 3, " i -, I - I : 11 I I �: I � - - , - - I , __ 01--, L I.. . I I.. -1 � 11 I ' I " 11 - �g I -�-. I , 1 _" . � - L ]]�! �!�.l I I .�I: I I -� - I I 7> I 1 4�-_:,_,._ _ 2 - 'I ,, ,4.4 -k, To ME I 1 7/6� R, - -- I i I,_ I _L__ J 9 I - . Il ___ I - --i � - - �,IA-20-y-,y.s , 11 THUNISSERCIA TA ww"n - " AD ScIlm 0 S" oc. W/ r � q,^. L 7 . I I � WE All" r1m 1___L+_ 1Vr1TAA`,io`,& 17, 1/2- 0'r 4, l2 � � ,..,. z �UATr RE-mED I - � . . I .- 7, 1- , '31 - - E I I W, 7, ra, , I 1, NO - 3/v , - St a - ' "'L �&. � .411;�"Q�r SIFIAli -0. 7LW,.-Io PGATIMAM P'LS �j , Pt"Irm" 0 1� 0 w. . �Z, r�%Goq ON Toot � " I- ,� I I - 1 1 , � A 11 I I.." 60; THUM kbw ( A NOTE �. ua,w� 2.30mr. . � -0 .VJTT','1-,5h,W/ "-"-'� I, C-L EL 'oft *,, (V`A., I - I . � , I , I % '. I MY, L - LIZ S C R FWS a 1� o,�c I � _. ,,A� �/,�. " ml� 7NITEADED �14.11btlk�l ,lo,, ., " ' k ---- Vl'�'-"- HMEG A _-.C�X " ON ' r * `�.l NQ rLYT--G4 �TE MEVA"'D v ALTERNATIVE 21-W . I I . Z'AA, .WD 0 .O*V,H or FLAT amllkl SCALE 1/4--l- I i I �� I PLATE f1Q,P4,CU r"AT "T OR 0. EDGE ALIERWIVE I IV SCALE 1/4'" ___ ,- - - , : , 11 - I -I � � A I MOUNTINQ V=- I -1zi - - W0011 INUA ALJTEHNAIM_4�� 1. INSTALLATIONS rll�y VALID FOR aUKOINGS VAIH --So OU11w ,GILES UP TO +,M&O, -75A plf ANO PANECS L04TH UP TO 5'_110' I � ' ""HIlIHIHM, ,,,I� " - --- �[ - - 4EA L Q � A, T4 4 1 �774 Smi� liC-i, a FOR NEW WOOD FRAME CONSTRULIXIN. WOOD NUMBERS 10 RE =1,mEnI4 .,XWA1ff__1"_W , -_ - _ � ", I L ,Zj� S"F, 1�/.*- a I PINE N., 2, W/ SPCC4FIC DENSITY OF ZLSE OR EOUA� � , , , ,�_"//�11 , -, p I � r, ____ � I J-1it' -1 - \�umse'.��\ --- 1. - -,.-- 4 � FLORIDA BUILDING CODE (HIgh Velocity HIM i-one, Zone), SEE S11E1,4FAGIH`IW = OA 1j:3VFjqS1OP EPIR QD Al to, Is WTIL As PANEL � AT BOTTIO., RA,SED O', C�Rn To I .. No- 4 �� - * '. �*� � . = . 7 - t `�_, I TwIlalo' r,r, �20" T`vfm �- I 20 GAGE CALVAN17ED STEEL STORM PANEL IF MARI 91 . 1000 OR 20M LNSTALL�mcw TYPE N , , ,;�OII AL I -�`- b OF - STAT ( . - - - "' ":P.. ( CTION PRODUCTS, I.M. !M�_ . JIM= � . " - . - YQQQ_mhw�,�. to ol, � __.___� 4 1 1 L I E C 0 ill GLOBAL PR'TE - S'. 51 S"N'S __ " ' A;:��v i ��.. 1�'�F___ 01 I i `111;111Y,M� 11-T 11111 A, fTNAANUN oAV*, IL -11 i .0�� N� i "" ii� - I /I — SCALL. I /A" - I' .11, MA., ..,___ _�. 20-176 . rtm-I_ -I_)_ ."I" F` (—WA--. F. 6I.I.—Yrr - NUAING -------- " III= , SH,=P TRIkCITS NOT S-01MR, ;OR 0ARIT, P, TEV,N_I,IpE,q.rE ('A- 1. 'i= 9WO7 , 'Im i,!.,I �� 0,, =11 I _�g - FII&JR40w.mig" ��-iia-i-fil.;, m MAXIMUM PANEL LENGT 'L+" OR "L- " (ft.) 0 DESIGN D__ PRESSURE PArNG (R�.J.) (- - -) CONCRETE & WOOD INSTALLATIONS t -C+- —L- 200 W-0, 12,-G, _ .40 __ 12__��" _7T�__e - 3040 - a. � -Sr To, .----- JQLO .--I'LL lo� To* _To�__D_ ____ - 40,0 ___ . . _.1!L__TL_ 9, . :4 ___t__e - - .__nl� n'o _ A -. - _,1 q_ �__ 91-4 __`__1 _��___- _ 1. a'- r 1 a, -a* - ____!�a_B__ ___ - 00-0 _ _ .- 8�3* - __ 71-7* - __ ___ - - __ 6-10 - - __ -1 e 0. __ __ I -A. - ____ 7aO .- ___ r-a- _____ X-o iTio- -, - --7'-5- 6__T`�;__ W40 7- '�F_ _77- ;I- - - _ 7'�O' .- 6�5' -no Z__ __ - __;�__i�_ W__;� 0.0 6,5- W__ O:_ _6.--S- 5*_11' - ___ ,60,�__ roix - Z_;�_ - , 5:--i; GO ��:�� ,� __ - - __ 5� _ .�� 1150 r __ __ - - ___ �_ 57-E - ___ 1196 - - - __5�5 . SINM P . OR_waK_mQm_aL_Tj_Q_"aB D.M.,(�),(�), AO, -LW* � MAXIMUM PANEL LENGTH 80, @ .1 E, %+- OR %-- (ft.) a ___ MAXIMUM A'S,D- DIESIGIN -RESSURE RATING (P-L) I+ . -) CONCRETE & WOW INSTALLATLOWS t , L+ __ L 2110 14�4* Ix-e - __ -_ Ra -7,;— Z-10- fr-r - ro.-r ___:n!___ mv _LgL-!!L_ W-10, - 1� - . - ____!!�o _ ___1T-L____ 60.0 _____��, c --------.- W.0 v-6. _! I- ;;- __ - 81_�, ---i-�. - - 8'_O1 - 91-21 ___ �� - r --,-- 01-21 __i;__v_ -..---I-,- 71-5* eB ______ __ __ -,- W�,_ __ _____� _i�_ __ __ ;F__5I;__ - ___ 7'-,'- - � ic-e - 73,0 _ � 71-2, _,_��_ __ ff'-ff, __i7_S_- ___21!1_ _ 0 ___L11___ $0.0 79-50 - - 7-0, ________ a'-#* _a7;::__ I—- 6��, C-I, IF- ___Ll�o__ TMO _±:-4!:� 6.-5. - _6'. 5`1� _7�__ __ LIDO __ - S._1:__ __ t15.0 __ - - _ ,--- .--Ie,_ 1 ,lag . - - 4�a, __ - ms"Um SEPARATION NO am SCHEDULE ____ MAXJ�� PANEL _. WIND SPEED IC 170 -P�h WIND SPEED > 170 .R.h (in) — -';W- Z'EIRESTRAINED -ST�;;� UNRESTRAINED I RESTRAINED 30 OF, LESS 1. I . a' 1 6 Ip* >n To go I. � '. 7 1/2- 1 7 1/2' �90 to '.5 � I. I . 7 7/2" I 7 1/2* - I > _�E - GET` �� l - 1 1 1/2 , I UINIUIIU PAJI IFNeTW I rOR A GIVEN IMIOUNITING CONDITION I �______ TOP - ___ 1. DoRFrT I .1. I It"XI $1 STUD 11 IF, 9"D-401 OLko-cur T;,:r 'F� YmGA BOTTOM mom" I HEADER I ER HEAD ARGUE TRACK -zag, I,= - DIRECT MOUNT 11. 1 32, L-4-- 1. 35, - 55� 5D' 50" � _ - -_ (�) - I_SNI�5- STUDD ANG __ W I 32' 32' 32' ,2. w . 3151 S IF* Tw� sy 11 32" _ —_ 32' 42' I � - 67" — SO. . I i 60' (,I , BUILD -OUT -V� TRACK ANGLE So' 1 32- 32* 1 W- I BO' 55" 1 56" t ____� __� �w � 1 �� Go. Be I Be I � � I ,�2. 11 r* 2/4 1/4. 3/4, 4/5, 5/5 & 6/5 IW/6, 2W/6, SW/7 & 4W/7 - 3: MAX _�_ ANCHORS (SEE SCHEDULE ON --- -_ - . - ------ -_ -_ , -_ 3* MAX I MIN , _ . -1 --- --- SlIE17S 9. I 0 *1 1) - - -I, Asm- . ..... . - — - — , � I a I ____ 0 - 0 0 ! - - __ rT-i 1 - 7 11 I--l-I - -1 - - -F--f- 7 - ,' - - r ---f--T- T -- -I I -t � - - - .1 , �-- --I I ,-.T-- .- --I , I I I , �� i . r I I � I . 1 1 I � I --T -__ i , j 1 4 , L- - � --I'r-I I I ! � f 1 1 I I ! I I : I I 1 I 1 ; I 1 I 1 j'L� I I I , it I 1 I i I j I I � 1 � - -I � - I L_ I - -1 ��L, � __ --- __ , I I " � I _ ] -, ,� i I ' � , , . . - I j - i _-] --- I ,I ,-I ,- - � I r, - � - _ 3- -_ ! -_ V", 8 � - -- - I- --T - I - I ; I I T- I ! T-, - _! ___ I .� � I i I � I - i 11 - - � - - -I - _i j - I 1 � I ' I . b; __1_4 I ! ! I - - I � --- t � I t 'r J_ � I I � . I i I � ffj � � I ; I I I N t i I 1 ! � I I 1 � I I ! I i - 1 UNBOLTED PANELS , I , 4 i 1 � I ; I � I : 1 , I I t I � i I � � I , I __, i�A � I - � i - i - ,- - - , I _ _ 1--`f, . [ SO&EID PANELS W/ I/"-2D.t* ' _ �__ 'LAP 1 Bou W/ 0 0 Ek OVER t MS-ECTIONS I (SEE SECTIONS AS f i APP�q U5) I i i 1 I 1 . i 1 1 i 1, 1 � 11 (Sli AS APPLICABLE) i I . I I i I I � ! � I 1 ! J � I 1 1 � J � It f 1 , � I 1 j I I - I � I : I I I I � I 2 1 � I I ,Ij A I 1- J", � , " I I 'I � .1 I ,i 1 1 ! i I . I I i _; lt i I I I I 1 I i i I � I , , I I I I I . � I 1 11 I 1 I 1 iI 3 I f I i � F- 1 i � I 1 i , 1 1 I 1 i I I i S i I I I ! i I i . i I I 1 . i ! 1 1 I I I I ! 1 I � � j ! i I 1 ! 1 1 . I i I I - , _j_ ,. - _ - � - 1 -1 , __1!aL_ -,-i i 11,;�l �, �- 9t I ! 1 1 - -I- - - - i -� I- - � I �01 L,v, I, i I - I - - 1�,- i0i - j;g) 1 - � i44 j t ___3' MAX w, MIN : _�l 1* 2/4 - - I- - - - __ 3" MAX I' MIN. 3/4, 4/5, 5/5 & 6/5 � 11/4, WIS, 2W/6, 3W/7 & 41l � --- -------- ANOMORS (SET SCHEDULE ON SHEETS 0. 10 &11�- � - - , (l) ELEVATION 2 68'r N.I.S. ,/4' Me, GAP 1 OWIC CVM�� -1 WDLE VAUM f I i , - - __ Is � MAXL� GAP 1--(Dv , SECTION —A I-cl) INT . UOrts; (1) L+; MWWUR ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE AS,M DESIGN LOAD L WAX ALLOWABLE PANEL LENGTH FOR A GIVEN NE ILSD DESIGN LOAD. C2� PROCEDURE TO DETERMINE MAXIMUM PANEL LENIOR GIVEN A POSITIVE )ISM. DESIGN LOAD, DETERMINE Whium PANEL LENGTH 'L�* FROM SCHEDUTLE. GIVEN A WGANVS ASO DESIGN UOLAT% DETERMINE UVXlMUM PANEL L04M %-* FROM SCKOwT_ FINAL MAMMON &LOWABLI PANEL LENGTH IS EOUAL TO I'S MINIMUM DETERMINED PANEL UNM BETWEEN -L+' AND 'L-' 0) SM SCHEDULE BELOW MR " PANEL LENGTH FOR POROSITY QUALIFOOFION. 7 INSTALLATIONS INTO WOOD ARC LIMITED TO i 95 PM MAX &SM- DESM PRESSURE RATING i - M-A-STWE-SO, 10 & IT MR MAX� A.B.G. DESIGN LOADS 41 VAX� PANEL UFWGr8S FOR, It , : � 44167 ". I `,2010 Tkrm. INC : * .*f c; *. � :-!,��- .7&.. OTATEOF ��_ �_�_, ____�, / C 0 INC. - . �&- , - -. ____ - p�IION ,7, vp .two meesume C'M I lf� -;;0�4 1 1 - � Po;,-, - _t=! P; /, �___. �,�', 11 "... 140'W _AA_`A L 24 GAGE GALVANIZED STEEL STORM PANEL I "-, I ORAI I JOBAL PROTECTION PRODUCTS, LLC. `N/1.7t�x_ .801 SA 51 STREET 20-175 GAVE. , 1UN. INOM, (�)m-T-*� FAL (lo"Ofiall - � — I g5llk I - - I — I - DRAM"o, Ak, --- I-- __ ____________1mft . aEv.&&_.N= -14 RMLUL LRE &REEry A, I (C) 'QV1TW-AQ�'"N1 -TUff&-1;&&ALy-Q-5_Qm-WN1 0% I I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT 'P ED.) K45 BEEN VERIFIED FOR COMPUAI IN ACCO-VANCE - 1/4-0 TAPOON ANCHORS, AS MANUFACTURED BY I 7M BUTUDEX, INC -0 1 WITH THE 2020 (70, EDITION) Or THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #14-19 PANELMATE FEMALE 0 AND PMELMA7E PLUS ANCHORS, AS MANUFACTURED By ELCO CONSCOON PR3. IS, -.0 0 Lj VELOCITY HURIKICANE ZON EVIAMI-OADE / R"ARO COUNTIES) - 1/4'0 LAG SCREWS PER ND_S_ ;p AA DMIGN WIND LOADS SHALL DETER41NEO AS PER SECTION 1609 or THE ABOVE MENTIONED CODE� " A BASIC WINE - 7/18'0 ,, 5/8' WOOD BUSHING, AS DISTRIBUTED HY ALL POINT SCREW. BOt-I & 'SPECIALTY CO SPEED AS REQUIRED By THE JOINSOCTION WHERE STORM PANEL WILL BE INISTAULED. AND FOR A DENECTIDNALM FACTOR ..-A e -,c-- KO-0.85I 1AW47 ASCE 7-16 AND 5FAL NO EXCEED THE MAXIMUM CABO,) DESIGN PRMSURE RATINGS INDICATED ON SHEITS C 1) MINIMUM THREADED PEETTRA70N INTO WOOD OF TAPCON ANCHORS SHALL BE I I/?- AND 2- FOR 1p PLUS =6 r- ,.rILIIAII 3- 9 ",Tv 12 A, IL 18. AND PANEUMAU[ FEMALE TO q 0, C..D IN ORDER To VIFARY THE ARM 0MOT11CAt, ULTIMATE DESIGN WIN' LOADS OFECRALATIED PER ASCE 7-10 SHALL BE 11W - REDUCED TO A.$ml DEWGN rqa%RE RATING 15Y MIJOWLYNIC At BY Oh, IN ORDER TO COMPARE THM al MAX (AS 0) C,2) MINIMUM THREADED PENETRATION OF LAG SCREW. IWO THE WOOD FRAME UNIT SHALL BE I i/2* NO THREADED .:: 'T�T t�j ,TH DESIGN PRESSURE RATINGS WEANED ON SHEET$ 2i, 9 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF REQUIRED THREADED PENE-MrID" -Z� IN ORDER, TO VERIFY THAT AMC DR. ON T141S P,", AS TESTED WERE HOT OVER Mr_ -!;CO, A 43% INCREASE IN Al-IONABLE STWESS FOR WIND LOADS WAS NOT USED IN THOR ANALYSIS FAS-rENERS SPACING TO WOOD KAI BEEN DETERMINED IN (;,J) MINIMUM EDGE DISTANCE OF LAG SCREWS, IWO WOOD SHALL BE AS INDICATED IN TWIS DRAWING IS , , g ACCOROANG-E WHIN NO S, 2015 S 4n , - C-4 STORM PANEI'S ADCOUACy FOR IMPACT " WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SE�_OJN 1609,1�" OF CA) MINIMUM PENETRATION OF WOOD FUSHMIC SHALL BE 5/6' I�W 0L-2U SCREWS USED Slf,Ml BE I I'_ mum -, THE ABOVE "ENTONED CODE AS PER AAWAL,CAN TEST LAB Or BOUT" FTORTOA REPORTS, #0814 01-01 MCI 00219D2-09. AS SHOULD STUCCO EXII AND 1� MINIMUM FOR WALLS WITH NO STUCCO w � -* . PER SSM 12-99 & ASTU E 330-01 STANDARDS, AND AMERICAN TESTING LAS 111, I—, RE— 12301-10 AS PER . 03. j TAS-201 AND TAS-203 PROTOCOLS, AND AS- PER CAICOLATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C 5) IN CASf THAT PRECAST STONE� OR PRECAST CONCRETE PANELS, STUCCO OR WCOO SC,M'OS BE FOUNO ON T .. - 0) i)r: . .4 S 'WALL ANCHORS SHALL HE STRUCTURE BEHIND SUCH PANELS LONG E 0 CIL TO REACH THE MAIN FLORIDA BUILDING COX 11� 'Z AW �'HQFEACE S14ALL BE AS EN11OWD IN C 1), r 2) & CA) N 0) " - - 2. AI; ' ALUMINUM EXTRUSIONS 10 HE OOW-16 &Uaf AND TEMPER (UNU-55 OTHZITWISF NOTED) SEE SHEET 2 (D) ANCHORS SHALL BE INSTALIZU FOLLOWING ALL Of WE RECOMMENDATIONS AND SPECIFICATIONS Cr THE ANCHOR MANUFA"RtR Cir' 0 ,.x i I - I AL. ALIAI SHEET METAL USED AT CLOSURES SNA,L PiAVE 3105-HI4 ALLOY. 8 PANELS PAY ALSO BE INSTALLED HOSTEONTALLY F(AWWAIC NSTAUATION DETAILS SHOWN ON SECTION I 14FIM01 IS (SHE 1-: , e 7 4 ALL STEEL, SWIM METAL PANELS SRAU HAW STRUCTURAL CKIALTTY STEE1. ASTV A-055 GRADE 00 VRNIMUM� G-60 GALVANIZED THROUGH 5� EXCEPT THAI �EAOERSQ &(!) SHALL NOT RE USED, i, z STEEL LIC',SDAVAUTIN W/I`Y� 92 2 "I (AFTER ROLLED) I 9 fT $HAILI RE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRULC�JK PLERT SHIJITER IS T .: � . . 0I tT PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WCOO FRA - 5 ALI SCREWS TO BE STAINLESS STEEL 304 OR 316 AlSf SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 'TACHED N) INSURE ILOINGS. 0 5OU16 W/ 50 kH VIELD STRENGTH AND 0 - TENSILE SMENCITH AND SHALI COMPLY W1 FLORIDA SUKDRIC CODE SECTION rz 2,1 I _�.,A, ID EACH REGULAR STORM PANEL IAYV,� LENGTHS MR 90' AS PER SECTIONS I, 2. 4. 5, 6 AND ALTERNATIVES IW, 3W & 4W ON (a , SFEILTS 4. 5. 6 & 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND RE40ALY VISIBLE MARKING INSTRUCTIN' OWNER OR TF,'AQT TO m 6 BOLTS M BE ASN A-507 GALVANIZED STEV_ OR AJS1 -10. SERIES TTAWLZSS STEEL. WITH 36 �� MIMMUY YIELD STRENGTH SECURE PAWLS WITH APPUCABLEE REINFORCEMENT DURR41 PERIODS OF HURRICANE WARNING 7 ANC11ORS TO WALL SMALL HE AS POILl 1, THE INSTALLATION CONTRACTOR -'IS TO SEAL/CAUL. All SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WIN THE BUILDING to PREVENT WTVU/RAR,A INTROWN IA) TZEE_1j!K1_EOPR&D_,W%= - $/4-0 TAPOCH ANCHORS AS MANUFACTURED BY I IW, BUILOLX, INC N4,I, V-4 T92 P,0.0 12 STERN FAWEL I 57ALIAPON SHALL COMPLY Wit" SPECS INDICATED IN THIS (TRAWNG PLUS ANY WIDING ANN IONING REOULAWNTS It/ � 0 X , 'SCALK-IN ANCHORS, AS MANUFACVJRED By DMAO INC PROVIDED in THE JURTSOICM(W WHERE PERMIT IS APRUED T(h : 4-. . �/A- OUD-SET MCNORS, AS DISTRIBUTED ON Ail POINT SCREW, SOLT & SPECIALTY Co Is I (N) THIS PRODUCT -EVALUATION DOCUME14T IF E D I PREPARED BY. THIS ENGINEER IS GFNEPIC AND DOES HOT PROVIDE tWORUATION (MI. F-SOOO PAJ) - 014-10 PANELMATE FEMALE 0 & PANCLMATE PLUS ANCHORS. AS MANUrAMRED By ELCO CONSTRI-InION PRODUCTS FOR A SRE SPECIFIC FRWOCT, I,. WHERE THE SITE CONDITIONS DEVIATE FROM THE RED /4 ' LIN ANCHORS, AS MtVFACTURED ELY DIONALT. � G _ I -0 ZANAZ HA (h% cowpAcioR To HE RESPONSIBLE FOR THE SELECTION, PuRcKASc AND iNsATIATiON NCU;OT4 LIFE SAFFN Or THIS PRODUCT A I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRET SHALL Ot I 3J4-, 2� FOR ft.I.0 PAXELUATt AND BASED ON THIS RED PROVIDED HE/SKE DOES NOT DEVIATE FROM THE CONDITIONS D`_1fi&EO ON THE DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE 10ONTWrOR'S RESPONSIBILITY t Z/4' " ZMAC TWILIN ANCHORS. 1, ) THIS PROOWT EVALJATIC44 DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED A-2) r-N-Y-44 A, SOUD-SET ANCNOR5 5I BE EMBEDDED 7/13 - INTO _NH, POURED CONCKTE. NO EMBEDMENT INTO STUCCO SHALL BE PERAlIFTED. I/*- 0-20 SCREWS USED BE 1 1/2" LONG MINIMUM SHOULD stue". KXIST, III) SITE SPECIFIC PROJECIS SHALL BE PREPARED BT A FIOINOA P9CSITROU ENOWEER DR. ARCHITECT LV"Ir- LAID, BECOW T-rLw AND I� MINIMUM FOR WALLS WITH -40 STUCCO, AND MAY BE HEADEE) SCREWS OR Ali THREADED SCREWS W/O HEAD. ENGINEER Of RECOM (E,ORLI FOR THE PROJECT ANO WHO WILL BE RESPONSIBLE FOR THE M WITH WING NUTS PROPER USE OF THE P E.0 4U4%LNEFR OF RECORD, Ar"LINGt AS A DELEGATED E-NOWEER To T 'HE I RED ENGINEER, SHUU1 SUBMIT TO THIS LATTER T4 SITE SPECIFIC DRAWINGS FOR REVIEW, A3) IN CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOW "ADS at FOUND ON THE EXISTING WALL OR. FLOOR. ANCHORS, SHI RE IONG EVOUGL, TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS D�,� THIS PED. SHALL HEAR THE DATE AND ORIGINAL SEAL AND SEGNATORL OF THE PROPOSSIONAL . ANCHORACEE SNAU BE AS MENT19411 IN kl) AND IN X2). ENGINEER DF RECORD 7NAT PREPARED IT IS) TV-Li��-rlig-r&WARL�--%-KA-A�-I'L�-A�IN-�;_-Rg IL� SHUTTER, MANUFAMPER'S LABV- SHALL BE LOCATE-u ON A READILY V[SiBLE LOCATION AT STORM - s TAPCON ANCHORS AS NANUFAUTHWET) BY I T W RUILOCA. INC_ PANEL SHUTTER IN ACCORDANCIF VATH SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LABEL �/4" / SHALL BE , - , PLACED FOR EVERY OPENINI LABELING TO COMPLY WIN SECTION t709,9,3 OF THE - A' 0 A 718 CALK -IN ANCHORS, AS MANUFAMRI Ore DFWAU_ INC FLORIDA BUILDING CODE - ,,,4'0 X 1/,' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREEW, BOLI & SPECIALTY CO - fI--,O PAWiJAA11 FEMALS 11) AND PANFLMATE PLUS A4CHOM AS MANUFACTURED BY ELCO CONSTRUCTION P104WINNIIN" __ , - 1/4, A ZAMAC NAUN ANCHODIRS. AS MANUFACTURED BY DEWALL 04��' ei','�m �- �P,�,*%I - AW`E'��m `,��-,, R 1) UKKIALM EMOROMENT OF TAKON ANGHJRS, r.LCO PO4ELMXTES AND ZAMMG NALIN ANCHOR, OTTO THE FLORIDA BUILDING CODE (Ron High valoalt�y Hur loons Zone) BILOCT, UNIT SHALL BE 1 1/4- �� * - 4z .. --,I-- — .=II M.W. m � : NA, � 24 GAGE GALVANIZED STEEL STORM PANEL 9,J) GALA-11, ,A SOUO--SfT ANCHORS SHALL BE EMBEDDED 7/8' VITO THE CONCRETE SLUCX UNIT. No EALICCIPENT -44'6i .. I I— I.A. � OAMIN �, ISTUCCOC SHALL BE PERMITTED 1/4' 0-20 SCREWS USED S�KAI STE 1 1/2' LONG MINIMUM gmouw jw,to EXIST, * <-,,,��z �;=� - _1� / "', """ I ,AND I' MINIMUM FOR WALLS WITH NO S-PaCCO = .D.. STATE( F - ' "' - . . - GLOBAL PROTECTION PRODUCTS, U.C. �; -p ', 111LIE COILING , , — ___2!_�_ , , TIILN ... ENGINCERONT.OM"ANY � 5. 11 I-IRTE-1 I - 8.3) IN CASE THAT PRECAST SIONL, OR PRECAS" CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUNA 00ZORI-, � .�� ___ ...- ---,-. GI, m� ", ', 10-t75 EXIVIL0 WAIT- ANCHORS SHALL RE LONG ENOUGH TO REACH TAB MAIN STRUCIURE BEHIND '-XN I"A,rgl� - PA, __ - � 111-1 �. to"APAWL-11,% - (.0--1 � , , X�, , HALL HE AS MENTIONED IN B. 1) AND IN 6 2) Xt�6� _ - - - - - EA_=1. - I - I - - - ANCHORAGE S. �"II :_ .nAr! .A 11FE , I I '"'Nolult, 400,� �� /IgGAAIURE/oMZ _,TxR . I :i i - .". N, .,Im I v Is , r , 11, I Lim I --------,--------. . . .. . , . .. . I I&TALLATION 12EIA LS FOR REGULAR PANEL '�l -----I IHIO EOURED CONCRETE OR CQNCRETE BLOCK —STRUCTURES i2noNG POURED CONCRETE -_ _EXISTING POURED CONCRETE OR Colin BETE BLOCK OR CONCRETE BLOC� I . I , � - -K . . " " Rtu',I. S "" � , - REOUIRID � I-,� , - , , _ , I CONCRETE ANCHORS , ", - ", , - __ , , I - CONCRETE ANCHORS I " , " I � ON . �� (SEE SCHIEova ON �1�zl` 1�', , , SHEETS 9 THROUG ��' " I— W "'I, " 02 (SEE SCHEDULE ;,." 11 I I SHEETS 0 "ETTOUGH 10) . :,,., � ,�, ', 4) EXISTING POURED CONCRETE OR ", I I -1 �, - �� 1, � � .. 'j I- CONCRETE 9 L OOA r,3� 11-1 1/41#_14"I'll � Vzt, � - '1/4' - �� - li, I' - 1/2- � , , I ; 'L -,"-,I '114, ., , '. . � REQUIRW, : __,�w N`vo ACAT� " 4 ,/,' 0,� I �, I ",I I �.1 MAX,,. - �, , .. - � I I __ - - � - - �, "", r I _�, _,", - I WX I � I I CONCRETE "'11114111 1,1141., I , _ I I .. I I,- �11 -- [` 1, . __,, (SEE SCHEDULE ON " IT I _,;,�, I 4 I F: I -C 11 ; , ED SHE, I b . INWJ_ - -j �, I 1�.. i I _: �' * .111�1' I ,�, � .. m `' L2LL , ,� ; .11, I I ., p,,,�� .:, � :,','I � vr'll � �, i E; 1 I . I , Ear I 1 f I i C, ) k cl, - , �_ i .... �' , "' t C, ',' " I I I It ; : � ,�� _'11�1-, I t : L_ , .- .. - 1, �,_- -- _J__ 'j4V-mv. .. .. - I � .... � . , I � 1, "-- - I f__ ii� , vll� - - I EA ovol, J, " IS Elmo; �O SEpmTS, I N 1. __- TO CLAS& "I, � ! (m FOR FWAL an (SEE SCHEDULE "I , LIMIT, cm 14r) I .I: No' IL, ,. -_ � __ - � --- - --- I -_ , IF 11 � - __ ___T , - . , I " - � , � I __ ft , I IAX so, ION - IP 1.0 I--- � - TO GLASS. A I uoic;" DAR 7-6-, ( IT SEE SCHEDULE fwo� yl_41�1� 1 _ ., I �,,N/;�� I �4 � 1 � I i I ; v ON SHEEVY 3) I ,!;�N PAVEL LENGTH � I I om SHEEI 3) -1 I : I - i (SEE SCHEDULE it 2 1 1 .1. - TO GLASS. LL MIENGTH . I "L 4- I I 11 ON SHEET 3) CONCRETE ANCHORS I- - � I- , I - I 4 I I I I a A I � I I PANE I -1 (SEE SCHEDULE I (SEE SCHEDULE I ON I PANEL LU40H (SEE SCHEOUI I 3 (SEE SCHEDULE ON 'I � 1 I IT I I I ( ,I , 3)_ ON SHEET 3) _!� . - A, - ;_ I _ f ON SHEET 3) - SHEETS I THROUGH 15X . i I --cf) Box I EXIBn,bRj � ,-:-, , I It I � - I , -56,'-,"� i OF 'L * ,-,�'I' , - GLASS IT i - I I � � EXISTING ! - __1 GLASS 1 ,1 I _ . � fz " WAX. � I, z', 1;�I'i', 4- i , , , , , I 50% '; 1-I'l.-I, OF V I i C'f) "I, - I I -�,& �e,,, : Vl�'-.�� 1�11 , , � i I r �, , "' MAX I :::, ,�,-_, i ;Rl _z -, � ,,,37 1 T, "A.r.,", i ,�,, � -�� I - � 1 4 �, � E O 4,;,A,� �,_, - - __ - , t, - " ,,,� � I � , : � I 11.0 _', 1 � 1�1';__1�44_1111'1 :��, I " � '[1 1�, , �� ., �:, I , ED, - " , I I I . -17-1- 1 I , 11,17" 12 - 'i � - EXISTING POUI � I I -,,;,`� I Ii,i, �,,' . " 1 5 ' f �- " �P,�, �,,, . , -r-, I I - CONCRETE OR __ . I& Or "7 , L_ .'��: � - � APPLICABLE), ,,A"- No, . F.A. `5��--_`� 1 fo) ,- PIT "' ITA So" O. I I " __ . I TV- CONCRETE ELLOCK I I _ REOUIRED. 4- � I - CONCRETE ANCHORS _,". ; :` I �j X,�,� I (SEE SCHEDULE ON , , , . , - -_ __ -_ I - - . - _ IKII I __., 7 ,,,� I. ,,, - , RUT, " . q,.T, I: 'll ".z. - ' - r-==-;- I -1- . � I , SHEETS 0 THROUGH 10, ��` I . , / .. ' __'�, - ,,, - �- _ �' M;,, --f , I , .. w/ Som I �,, 1 '! � -m=Cmm; -�, _ALTERNATE LOCA11ON � " (�I BET(I ARE USED & W/ WHEN EXISTING POURED CONCRETE OR CONCRETE BLOCK ALTERNATE CDwft-'E` _, _Eimsrm POURED CONCRETE " CONCRETE ANCHORS PANNIUVATIES AWAM, ARE USED; REQUIRED, ANCHORS OR CONCRETE BLOCK REQUIRED, STAGGERED W/ STUD - (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 1 THROUGH 10) SME-M 9 THROUGH 10) BUILD -OUT ILAOUNTO SECTION 1 I SCALE 3/8.1' 1 WALL MONING SECTQN 2 SCALE 3/8-1- WALL MQUNjg&0E0 SCALE 3/8. I' MOUNT 'A"10 IN - I'll, _ . ��, . .. - . x . . . Sl I` � � FLORIDA BUILDING CODE (Non Wgh Vliloctty HILL one zone). f-D, - EDGE DISTANCE : t ON -SEE SCHEDULE TOP & BOTTOM MOUNTUN CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SOFT ANY z I WOW ITITEM `Kt� 11 - 1 0.44167 " I = 24 GAGE GALVANIZED STEEL STORM PANEL . - � _nn To. = * : . = = .. - - I = .1 "' 111LIECO.. GAVE S -�O` STATE Or% I --- \ GLOBAL PROTECTION PRODUCTS, LLC. "1v""""` :� -,,,.. It .1 s � ------ TILLIT, TESTING * LINTI '&KA 1w SIA, 51 � � ORIDA,, - ICA,10 __,0AItIIAlIAALOWA. GAME, III 3331. "",_`1411`�1'11141 INSTALLATION. I �, , 'r .. .. � - I 11 - = .,:��, I'm --A", I NO'c (ftA)wA"11A!`. CA-OXAT'll, ! !_� . 11 � TAX (WHINNEII-47107 I #-.I - 20-175 I - 011"ING .. ____ --------- -_ t TUP'I WALYER I MIT a., P't I 44167 j , I - - 1-1 It 1, - I 5 . , OF Is - I _____zA2L1&. ,, -IIII-IIIIIII" a) a) r- 1--a 1 4 1:-0. g? -0 a) =3 ,_ 2 - -o a) 0 a) = -0 a_ . -11- w Q) CM 0 -,I-, Cn M = =3 M Cn w 0 0 m -9 0 . -0 i = 0 L_ a) I ..., CDL a = C 0 u_ — cc Cu 0 — %+_ M ;� %%.# 0 > w c: .- = Cn a) L_ L_ w:f .— Cn .4., 0- L co III ) .1= c- M 12 -6--i ca. ! W IIII- -0 . = Cf) < - CD M -;- I S-12 e 0 0 - CD I Ce 4 z z w mi — ____________11 - I--- _.___ — _____ _____ INSTALLATION OEIAJU FOR REPULAR PAN" IN51AULA—TION MAI L (1.) ___1 F---"----- I INTO POURED CONCRETE OR CONCRETE URES I INTO LN90 1. 1 IN5JALLATION DETAILS FOR REGULAR PANELIJ) INTO WOO , - 1 � -1 1111 -1 ___ I - ,(" - _ W_ _ _ ___ _ I L I . : ;I SEPARATION I - � ,;, I is - I - � � � I . 5i I , I - & ____ , � I " I - ' - L � ' � .. +L- ` � --�-- �--- -,- I - - - To =SU.UE ' ALTERNATE CONCRETE I � I I - :. ! � WOOD ANCHORS .1 I , , (S CLASS I I , i c I ,� I !11 LE I I 14CILLORS LOCATION I I � -(SEE SCHEDULE ON . . --m,- �_ - , � . - ALTERNATE LED _._A L � - .1 I � � /. I ON SHEET 3) ; - - LOCATION - I� S WEAD e0m __ � I -_ - _1 L '---' _' - : .1 , i� ��, - - - .- I I . I , , _-_ �t � - - —_ I � �, - ADEQUACY OF EXISTING WOOD ' I — C; I I M i I 1-1 T L I I - , OR CONCRETE STOCK ; 11, I I '� �i I � ,: Or -O., I I I ' L' � 1 _4__j CONC ETE ANCHORS ME SCHEDULE ON . I L SHEET 11) �', nl I . I .z-,�i�L I 4'xB* Min.1 EXISTING WOOD I I I (SEE P - EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) EXISTING POURED CONCRETE � . . I . I^ I I MM REOUER-M. STRUCTURAL � ' SC"EDULE 0114 OR CONCRETE BLOCK __._____1k_ SHEETS 9 THROUGH H51. I REQUIRED. , kk 1� � ==-.1 Cn 1, URED. p�,�, 11 X r , � , . - L-1- _11- I,--"--- , I I RED ,j_ , ,�, I , r 1 !�� -,6 - i I "L" M I am TO BE CERTIFIED BY _ _,EoL � I -, I __\ I 11 t�j """ L I , I I � - - ----I �11 I _,�Ej _ :. .L - --- � � , � WOOD HEADER I i", I i I I PAVEL LENGTH REGISTERED ENGINEER OR I � I I -1, I I : It - , � ,� , _ !" I L 01 _00"','611 , � ISTE 5 " - , ON SHEET 144IFOR WALLA ,1ON , , ` - � , � L L I .11, � I @ --I. - I I i I I 11 WOOD ANCHORS ALTERNATE WOW MCAqRS, ; , - - I -_ �' Mi'I. - - Nux wXIAVER VIEW (D w - I I— �Woe;=�� _,;C_��, � 'a X80ifM � = IL ,, MAX. 'i I � OLE ON (SEE SCHEDULE ON I IL I I � r ED FA ,3y L ED " � _OD _ , _ f".,!�:r _A SCADA 00 � - . ,�S 11 . , . r (SEE SC. ��,;-, ---- In, - - 1 1/2, , � I .; III, ,2 q,T- st C_ MSG, OR , I - AC R I SWEET I I I - � -3 W/ N"T �__,%�,�� __ _ _. _ 1/1�041' S.,,. -1 "I " " "' "/' .. I - . I - ji _ K", _ . 'L, 1 I �gr-,,,, 1/`1�1�1�` " . IUWJT - Ir", , ,., __ il/4' � - ./ � . I L , -- J , j L I ! " I - -/q I or , r . Il� ., I , � I . L . L I - - , - I -1 ; M AX . , I ( D 11 THRDUGW - ", �, i�i Y , - ... ... � 56% �, , . ��, a-" � -";T-- -- e - �, ! ' � [�' �� , I` LOCATION - � I), I 2 WOOD ANCHORS I (SEE SCWQULE PC EDULt ON �""II"�,§" REOUIRED- ,'.. ' i , - (D _ I ARCHTFECT MDR TO S14UTTER ' RZ�%RED I �� - , : � I � _ �i , (SEE SCH L � 11 - - I , , I E_� a) � _- f-D, ` , ' � _&TERNATE EEO CONCRETE ANCHORS I , , G. 10 ; " _�S PEOL ."k'� SHEETS 9 ` I I I I " i,, 11-11 d) L 1/4, SHEET , , �� I' _I q4Ik, , % I ,� 1�"",-",� '1 � ' 'a Ip a I I ',,,,�, ��,� - hT �,� , � �'. I I---- h-) 060m i � � �.01 - - _MAX, - _ - CONCRETE ANCHORS ��,;`,� - __ * '2 '/2- " L I . . I L L - I I I I I WOOD HEADER . 11 ED I r- - *Et,� - 1/4' 1 � � 7... - - : - . , . I I � - � 1 I (SEE SCHEDULE __. , _ , � ! 'Ir - -_ _____ I . � I " , 1 i - : I I PAX WOW HEADER 0 � � I -- .. I �X_`, I : 11 1_" MAX-. . . I � I . , ", � _ I '� I (�_l ; ON - - m -0-�" I ED, �, � I MIF. . L - I "I r ?TO - L; L- 1-1. I C_ --=F-4 L -- - --- I R.U. - ' - '!� :��_ C � ' I � -_ ____ --- It SHEETS 9 THROUGH 10) I �� I I i I '/' I M ; I! 11-1 % . 1. I �A: I � : -j L:: = , 1 8) � � -_'c"'. I - , , - :7 7 .. , I 0 eu,", ,. 11� I : ED — Eyin ; ip --- f L "' - _n 1_�,�.. , I L , I .L 1, I I I . I— I f I I .ZN � I . � I . 0 61/4' 0,. . : i ED. , ��, , I , � - wvo M4 oc "I �,_, � �',�;,,"' _rlg, ___,,.,.,,,,,-,,` , , Mo. - __ , T? " - , � ...... I- , __ , 'I . I I ;1 � I I I I ; .�r;�:�� I t,'�'11 _ ,_�_ � dp �. 11, �: �L I % PANE LENCT14 I j � .4 F -7 , - � 11 r I � - G ALUMINUM SPACERS 0 12 1/2' 1 WOOD MICHORS ____ - -1 1. 2:' ' ',,�L ,�f".�,",� _�,V'�;� � - ', I SWEET 11) ,r'4. I - � ,elll.�, CHEBUI-IE I I i " I I' N BLE 01 (SEE SC,IEDULE ON I 1 f", E.b. :,�; �1 L (SUE L 55 Lj : � ,� � _00C�7VIA I 1 k I ,. j MI` i I E-NIN2j. I I I OHSSpHAr:4Et I MIT, i _,_.c L i I . BUD* ON SWEET I I-) � =3 ICU � . ___T_w___ I � -1 ,� , � ] L . \ I , � , q ! ; FOR LIMITATIONS FOR , � L L � - � 4 SEE NOTE � .. 1 � 'Cl ) 1.� F � I �'� I � i � (�:) FOR CRARATION I PAX, - , - � 1 1�2. LONG SUEEVES, @) � - (:�,, A, � PAPATION TO I I ' t - fj') I SEPARATION I 11:1 No I III I C. [ I "I'll, -1 i S I I I I I k I., (S', 1_ to CIASS, " i PANEL LENGTH PANEL � . L I , � "i ' 1 014 SHEETS I tsEt UENCTI > C 0 " � L 11 i � To GLASS, � NED (SEE SCHEDULE I SCHEDUIL, , I I I _. - _10 i ; I t 0 -TI" k - .. - I -_ 9, L w - I __ �Wiri_STIPAR ION TO GLASS 9 /AI'l SFK SCHEDULE ,/_�,. 9 a N) fSEE SCHEDULE I I ' I � I ' � I SCHEDULE T ,/.,*--I, i 0 � " I ( A� 1 5.1 S ON SHEET 3) ON S44LET 3) 1 � I � 014 SHEET 31, ___11 _-PAWL WE FEMALE 0 OR PANEL MATE -1 SOLIS - I '= r_., . ! � ,;, - M : I 11 't* At- , --il : ,1 PLUS (SEE SCHEDULE ON SHEET Ili A, M, Ovw FACER L 11 ON SHEET 3) A S NGF. SEPARIM ZIN TO CLASS, PANEL LENGTH (SEE SCHEDULE ON . I ON SWEET 3) I I AT vxAvo ar i Li� - I I 'i's . - � � ,-"I I Ir I . - -L- KIM - O� -, , Is , I avol 7-6) : .&Aw , AbrI � ;: _� , wmpvc. I t� E 0 ! I I .t� At_ 1/1 ' i L ,;, L' � - IFZ SCHEDULE ON SHEET 3) 1 "' 4 SHEE7T -1) A, �_ WFORANTI, ; _ , 5. C""""""""` L_ I I - I , 11 1 11 v� -- - * * PAN IS LENGTH I " � (SEE S,"mut, , I III.. , %� 1 3) - - W=a I ' - ' , I � I ! __1`I PANEL L04CM __ h� - 4 i 11 (SEE CHEDULf i , ON !Rim 1 SEPARATION , f No"' o"O' IF - I -i 11 ____ - fm Rs RANTL - - A- WOOD -- - _� I - "O'c"c"I'll ON SHE--. 3) 1 --- 1 LxSn,jG � i - - ' �' SEPARATION . " - ) GLASS -4 ! NO'C"' I I EXISTING , "m =,---, -_ ! 1. - 4v 11 ZIN III -n PANEL LENGn, , , I 'L, VAX .II , I , ! , i (SEE SCHEDULE I -1 1 1 ! o- E6='&d f I �+,, " ! - - - -_ 4 ,To GLASS I (SEE SCHEDULE E� �SnNG 1 TO GLASS. - I T t-_-- __ I CLASS I E(SEE SCHEDULE : - C, �, PLATE REQUIRED — ,61 I I - ! - . ON SWEET 3) E --I 0- ON __ i K, :v' - --I --I . -I _ - L ��-_ -1 I � - , -- --,-- - � � �- _ -1 I SCHEDULE I L '- � - , ( ': - - I ON SWEET :�) 4 DIRECT MOUNI I � SHEET 3) 1 4 509 v - I _j. ON SHEET 3 1 - _j 4 GLASS I I . I (SEE � I ; I -1 I __1. I � : b - I [L ,� 0M ExrTltlj; - - I . �j � 2'. - 1 1 j : _- " - ,- - - I � w , - 1 � ,_� --- I - ,,,, or L - 11� �__ I F�L, ------ I ll� '��'_ - ____ �� - : ALIERNAM-23C I I I < -777f7 L,� ��".r I "�_ -_ LL � -1 * I ;� vl,� I r 1 56X IIA11111" I 'I I I I I I I,,� ,"11',,'_ - I I L I i - 'D Of ILI it @ ; - �,,-�:,,I��,'��,,.��"."��:��,�+,.�� ,,`,.'�;I? 1 - CD 7-ur-11 wx I 11 M& �-,�",'_ � ' � I I""" "I�,:,,�, ?� ',�,,�,� C1 1) I I SCALE 3/8.1* 1 -- _�) MAY, I I *L �'�-,';;. 1'111,�, ''Ill �� -�;;�� i 1 50% 1 L.z- __j , - i I I L j -4-0 I 11 , � " I I I , -_ q i�Al SEE TAB E I ON SHEET I I FOR MAX. PANEL LENGTHS A, OF 't" i I, C4) � � I i tO �,'?,�,�� L"N I III -I I MAX S.D DESIGN LOADS FOR THIS NSTALLAPON. I i i _._v MAX, !-,I i 4 12 1/2- D.C. F-D - SPACER _ � I Box I - - I i"! ,17 I 0 12 1/2` O.C� 1 �5,�j L It ` " Or IL7 : I � L !, __; I I I f,--,, , , 11444444444 _,.��f`__,'_;,_ Al" -1 � MAX, io � = , " -- I ", - i L - a ....... � ,� , flie, I 'XI'm `�� a 12 1/2' O.C� � � i _. L . 1, $ �� __ 1 I- I I . I 1 � __j I % I I - 11 I I � I I�� I - I L ", L-A__ - . I , I 1�?",,��`�' It I � _ I I— [,� � I 0 �'-- - L - I I I ��, I I a 12 I/.?- 0 C E711 _, I I i ,� I I it 2 (D =3 _� �� . I - , , ' L ' LL -- D � ': � . . - I - - � �, 'I I A., --- - : - , _ . , I � I 0 i _1 rl=��_. __ �_ __ - - I � ,77 -:-Z--: ) 0 to - _____j '. 31+11 i ;.� e MCI FINISIHI l/.'._2*H - :�� I I . __ f I I - -1 --------------- __ ALLOWED I . E0 L' ,e � -, 1p. .1 CONCRETE ANCHORS ... �<-, , I I + , I N i It I" l"EAD INTLYT, , C. . .1 , -0 ,�" "'�� __��'�' 1,1�, _.",I,.,11� I GOING SITE ANCHORS � , J, I I i I I 1 j I i I i - - - . I a '/A- O.0 _-_ � ::: L, � I _% _ �, ,�,� 1�� " :. � - � -_00M* I LL �- 4-I _' L WOW ANCHORS I ,K * Nom . I I i C ,, I - - L EELS 9 - - I lif :": :, , 4 - SH SCHEDUU I - _� - - , I ,, � . �� EEJS 0 14 H I E. , - - " - 0 � - 0,%, L,v: , G, --,��--�,_-,, 2 I/8- LONG WX ALUMINUM '! I : I I I 0 DRIED ��,, EXISTING FIC, ,� (SEE R I ,� L—i—A - . I I CONCRETE I L -;�,.:`4 -EDGE OF WALL OR SUMI S,, 1_R (SEE 10) t',� E� , , � t , I I D I I - � - i�_ * , _ I - -- I ' - I I I STAGGERED W1 STU I 11 __.. __ --- -_ REWIRED -jjjr ,,�: : (ALT. CONDITION) SPACERS 0 6 t/4* O_C_ YAM FOR � F I , I I _ I , :! ". glscg;�CPOURED CONCRETE ALL Dew AND PANEL I - -, � I I ; � , L L I iji, (SEE SCHEDULE ON I SIACIEF! U IMY BE 1 112- LONG W, I - ;I�xr WOOD 2 ; . �' " I r . - � --- - L 11"..:! I ON LOADS I , I ---,---,----- SHEET I I) (1) ORSIALLAITs'" is UW= TO A ONE STORY SWILVIN&Ir . ' I . �L :!� WOW ANCHDAS, - 1� . R RETE BLOCK EXM704G POURED CONCRETE HS PER SHEET �� 1, I �. i %4' WOW PLATE �,-, 11 - 'NOT I � � !; I *NME- mTNF_O' - - _r_-- - DECK REQUIRED REQUIRED �-, � L I REQUIRED " ALUM" SPACERS & � " - - I CONCRETE ANCHONDS � _. ii REQUIRED. 09 CONCRM. BLOCK 1�1�1 11 1DHEC__ ,__ � _ I __(�) i� � 1, � NO MILAN Floor HDGW 1714 Is A RESMUCTION . - - I __ � , , _� I "I o WOOD ANCHORS 'LL - - - _I� ; � (SEE SCHEDULE ON (SEE SCHEDULE 04 . - ��,,,', 0 MAX, LONG P E. , . : OU'UP4 ma" apiomY "C'MED ON STAV III. . - .", � 115 M 9 ___ .,ED, 12 f/21 Olt, (STS TVOLE #1 ON , I I I � �" - - - WOOD , SHE _ THROUGH 10) I I �PE";HO,-, , ,,,, I �,-- — - - — � t: I (SEE SCHEDULE 014 1, �: � STAGOI SVIV 3 MAY ft I - CURE p ANCA. IN, QVIII WIT 10 � _�, _,.____ � SHEET 11) m 0- , ; , � I ""' " � 1) L ____,___._ � I ;, SHEETS 9 A, 10) I 'low I I � - UATV RE ED AMID. LAOS PUS) SMALL BE SRACED MAXIIAW AT 5 1/4- GIG OR ! SHEET I 111.11 L I "i'_ . �� f (SEE SCH ..... . ri roullZbomo I , I I - I I 'L I LONG AS THE ". 1 ,� � - - ,I P , OONG Ym o"N"N'"s .... a , 4 0 0) � I j, � SHEET I 1) ! � EIK� IS A TOXIMTION mw jLE t/2' GIG, sNoHa NITWED CA 1 _-2- mRI. - -I L-_� L � I - , :i � S.m to, __- 11 - - - MUNG A a ILD NTING WA I :1 � I , I (1) mNmcAA AID DESCA, PREEstm � I I _LL MOUNTING /DIREJM WaPACERS (M OR - I RATING, Is -60, -as pA.I. I I � . ! 1 (3) IM)L 24 GAR PANEL LENGTH Is LIMITED TO ft' AT ANY OPENING I -, I I i I I I U) A ffin -1 , _, . _ L' -_ � o""A'S' "I" I GHS 6 A RVIRRICTION FROM LARGER PAVEL LOWTHIS ALLOWED ON I SCALE 3/6- I' SCALE 3/8-1- SCALE 3/a. I - 1 (2) MAXIMUM SMW PAVEL LENGRL IS .1 W&L MOUNTJNG I DIRECT HQUNJ I ScmuctKE slim, 11). i � '. i fwEWNG AND FLQQE MQUONG BUILD -OUT. MOUNTING " CIO I ! I I I I . (4) 1 1/2 UNIG SPAM COMPONENT fM a MITIGATED ON I I WALL MOU"NG (3) STIM PAM METALLATION IS ONLY i ALTERNATIYE 2W /,. 0,042. Be I ARM 0 WIRING WOOD FRANC ; I SNEIT'It. ow4wm of I I Low SPAM I ALIERNATIME R ALTERNATFff 0 VAILL � SCALE 3/8-1, 1 " ITS ONLY I VAUM FOR WOO ZONES DEIOMW my AFRA ! SCALE 3/5-l' N i E-101 STANDARD 10 Y142== 3WEETTION) OF ME ROMA I ,,,,Hu.�INNATP, ,,,, SCALE 3/8-1- Cn SCALE 3/5-1- 1 I.) INIFT&IMON VAUD ONLY MR WIWO I WAOM ow I ,, 7 L. "MiolIHNINN, I ! ZONES; 11 2 & 3 PER Am E � i / A/ , - r z LI T"11-1061 I bAN,wt i i ,;��_,.��4 ,,;,&1Z1 I AL I .- -*� I" E *- ____ ; 10C NS ------. __ ..��41% L-I'Ll�'l��-I'�-----�-----,,---,--.--.-.,-,� ___1__.___1___.1 , .11 I -111 . /111.1 --,---------- 4� . ,j'%:,�% ' __ ' " r N= 11 - S 141; 'A ... .... V, ,e,��?, N ;% � , .,I w ,�, A, - . . . __ , - - , " - , , bwm. 4.x*�cEN'T"... Velocity HurFicons Zone) 8Qm_m_qQmmm6mN --SECIQ S NO. 44167 '-, I =3 , ,A��-`� 1 A.-, - * FLORIDA, BUILDING CODE (Non High VelOCIty HUr,iccOm Zone) 2 � . \r-Eltlj�'--Z�%� FLORIDA BUILDING CODE (Nor, High Velocity Hur cone 2ons) __ -I-,--------- $ .I It A_ FLORIDA BUILDING CODE (Non High _QE NS: x .1 - - . 1, INMALLA71ON ARE ONLY VALID FOR MAX. A_S�D m : - - - z : 14m TILIEW. 'AC, rA. I INSTALLATION ARE ONLY VALID FOR MAX, A.5,0, S, . Rem ;ILTEC44 W F1 TOP & 80I MOVNTINGS CAN 1 � :*z .220" .Tm - : a.44167 *� z 1 24 GAGE GALVANIZED STEEL STORM PANEL w__$EQRm: : NO. 44167 ". z M BE DESIGN PRESSURE RATING (p.s.0 AND PANEL LZN'GTHS ' DRAWN In. , * = 24 GAGE GALVANIZED STEEL STORY PANEL .I., z 24 GAGE GALVA10JEO STUL. STORM PANEL < z . = GRAIN, lw� DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS = � I - AS PER SCHEDULES ON SHEET 3 ck� t - z * '. * :*_ . . . . OAA_ a,. COMBINED IN ANY WAY TO SUIT ANY �7�-. STATE OF I _\ - . ___ :; * .*= � - I 11 . - TOP & BOTTOM MOUNIINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z � - . - I /21/2M INSTALLATION 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ", - ."to ____�_ 'r TE O� - I \ 16LOBAL DAX lv:�.% ST - 11LIE C 0.imc. \ GLOBAL PROTECTION PRODUCTS. UC. IN GATT! MEMBERS 10 BE SOUTHERN PINE No 2, INI SPECIFIC I L 110% �* I ftQ1L_fQ&90mmm1lQbL OF SFr`n0m.;; = � STA , 11LIECOLL... /"" � I .1 * __,� _=� - z E.D. - EDGE DISTANCE s, , k4��_ .1 J, PROTECTION PRODUM, LLC. *,r^, COMBINED IN ANY WAY TO SUIT AW ALTERNATE 2W') (SEE SCHEDULE ON - - , , _�� / ' "' - / I I L I E C 0 ... � \ GLOBAL PROTECTION PRODUCT% LLC.1 ""'o, SHEM 9 & 10, TOP & BOTTOM MOUNTINGS CAN BE * - � � - � - L -- COMPANY I NK)I) &I, ", STREET INSTALLATION. -� V�, , `U Ont, 66wm-y MOC �w. 51 STREF` 11ENSITY OF 0-55 1111 EQIJAL* I " A 'y OPORNew COMPANY Am &wn!"gr L ' It4 J)�, I- __ own, fEr-M A imopirmeNG JLi L -k,� 'NEUT TITOPPRI __ 7 - 58m IIUWT Tom" & ONNA - FL `Uo- - ,,,- ,_,, , - CAMEL I I - (IIHNIES o", 20-17 JIM, I — - .. - - - ILAINIAII, ..VA COMBINED IN ANY WAY TO SUIT ANY - _VI11 -AHS. FX& VISAPHRO� 0 1JI, -A. - - __ = .1. 5 ,out ." ,I"! , -, - ONA358NI-T!"I'l I. - 2- TI,,cNE, 791 � PIN !! ,�,.Om �� 1AWINeII-7w. - OoHwl?_m� - .,I., 1 Ow -_ PHOWL omW,)m-eYv7 172 0 1 5 ] I - - __- 20-175 No 2. W/ SPECIFIC --%-,,,, �,�� - ___ I - - — , .. INSTALLATION. ��O? I'm I.;) A;:I, MAC, F. UZI* 1 FOR NEW WO 0 FRAME CONSTRUCTION: WOOD _ � �! � NA, N., =f". MANAO w MEMBERS TO BE SOUTHERN PINE " < I;AOQm,q I - -.I — 4 - I! AAAIC, A. Im .�, RE I - % .� PI. , I MA - W-M P1_ sw'-wRATUT"Im, ItIC 'AM I'll., , L. ,w,r . " ,T�- =_=- J ----------- ------- !0"Rt I - I L_ ___1 im � I -.--,----.L- = - IJ .._____._ ___ , 4=_ _IA__.L_____,___a___L ______ - _roomo, �� 0 .171, _j - - ---L- - - 'rwimm, . vQz�$CN4UQEmkTE - LIZ — I - I - " I — I DENS" OF 0.55 OR EQUAL C-OwIml � �� G`V"`C , IT 1U 174r. - . L__ 0- SHEET NO. SH 1.3I In I- _-JIF - i Iff I Ill-, I I I I -1 ______ ____ F-"--- LS EQ8 INSTALLAIION IN POURED CQNCRETL CONCRETE QL.QQK OR WOOD SIRUCTURE5; VALID FQR REGULAR, LIFE 5AEETY & E—Z HANG STORM PANEL T SYSTEMS I I - .- I i _r , I ,tl 1� - � .,_.J. � --- - 1, 0 Ft - =129%. li_ '(4) 10 I I(R -.�, 11 VARIES I -0 WOO FRAME V .,r � �OD3* 3105)k�," 9� I k � I CONTI AL " � � em-wo 'LUT, U11 I , S, MT. 04 & 0 , RECURED mar WIN I . i ,�, ,� "", , 11 ;, , " "I" �` " , , �, -_ I I 2 1/1 . 1k T�FODN . 4I.C. I " � I i I . , - -1 I ,�, IT ) M-�, Z: L� POURED CONCRET CONCRET ill - " - A y I _ A , // , �,� j DR 2%e POURED 4 Ve. . I 'I" Tr, - �,-,` -f�- 0 117b" � - 2 1/2 - r Ahow 12' RED VRED C.wREI= L . IT I 1 2'.4' WOOD FRAME , �_., _1� ORI M;�,� " / I �', - - - -7,!A, . , � " /---, ..;;-;. I I REALIFIED I ,� , I , / _� .. \ �,(, - �j , I I I . ",_,K * I' -��,,-,, -',4;t�*'_"� - -. I` ,-- --l"' , - , -, t; . I - ,\, ,,, "' 11 T - ,-_-"" "� ," ,141��a�� , , , I � - _/ C, .) , _/ - cL, PAAa I " //---'I- \1 ,v . ,,�-,�� 'I_,��. ANCHOR I ALTL�w LIZ IVA � - 1, 2' 2: � .053: TO., - � 11 V 01 I ' . , - . 1� - Fi I I , " I VARIES Z' 5 1 ,G% QW. - 4-/- �(,f� \_/ , , " , : " F,- W� L �� AtIft Amar OR �'. 11" - I All; I , 450' 3105- 15,` SHCEI POURED COMMIN. CONCRETE '7111, � � I � , I 10TX_ AUM BOO FL�ffft " HIM OR 2'W wow FIVME 2' x 41 ,i ,zs, , 4 I- 1� - , , �1, , , : T, _. ftwRFD 31 1 11 , � / '\,< ,-,, , \, 2 . 5mGI:,",T',H",., 5�, 112 CONIM AUU ANOLL ,,- I .. , - � __ I" - \ 7,� / 1 - - t.1t. - - - - ,_L_� - - - - - - _11 M., CAP '\-/ IL -sm I I q'* . BOLT, �4- . 4' � .072' 3105 .1. OR we�n � 0 12' QC� WAMrx1UT C-t A4- ANMLE CASE A (PLAN) CASE 8 (PLAN) QASE C ( CAKJLjELA-R) SCALE 1/4*-I* SGkF T/C.1, SCALE T/41.1- SCALE 1/4'-I' 1 � I -- -- r, - ., --I swo-SET OR CALX-IN . . I 11, OF ELLO PAKELMXTE I -1 � �. � C=TE�, �C.TING - � I .- ,(� �0 0 OR =& OCIMM AT FEMME 0 AIAD I -,� - ii tl , OR I PANDIM7 _5x ,_ . - " I - PENING Ma TL� I ON 2�.4' WOOD SIDES at 0 501-041LE . , - gw=b;17� Z� FRAVE RMIRM 4 APPLICABLE - - (MIN PANEL -1 10 & ") OviRIAP BEYOND s 2%e WDOO FRAME "', '57 � I T & (9 I . 11 OPENING WIDTH) ., IOLTW Im REOURED :�, I "A I "I . I I :- � " I � I Zet, ,1� -1 I _,��' � � I 11 - T , ,�� o;;1T .. � -s REMM ec= �,,,`, I I � , � , , - A �, . I 11, - , � I / I _!�, , '� , I ��,'L"" :M��,,-� ' tl, � , I , - 7� , � , .�aaI � , " , , �, � ��' ",", / -, � L v t--_(t ,(t OR (k �,_, - , Hew % 14W 11) K Gj FRONT & VARIES I - �, ,,_,� 9- . ANqM1ja, To . Sr M_ 91 I TAALL (NEVER C�7 END PANEL) _/ - � I X . DO, DISTANCE --�7 -7 - �- Fx') /-,� 17 ", % , " - , v , , I - - '111-1114 ,,, �-, - � --\ - , - , / , /_ ,/.-. .. - , T" r " \, ,,, A " ,,M,WAR.p ...... �F, I- � .. Te X;� � ,��11 - Itzl!, SCAJ-1 1/e- I' I / - .. ,4, ,,, ... ........ �, r1s, - .. '.. . \�, \ __/ V I L 16 VALID FOR MRECI MOUNT INSTALLATION ONLY A, ., ��.-` \,\C AISr% 9P S, ,� E , � �'. �_ IZERTIFIED PANEL INSTALLATION AT WALLS W1 � . - T: - P ", C - No, 44167 � 1 SURFACE LEVEL VARIA7101IS WITHIN 4/4" I = . *, = : ZTH= = I * ,� = FLORIDA BUILDING CODE (Non High Vollocity Hurricone Zone) CASE E RL01 - '.. TLITOL - 24 GAGE GALVANIZED STEEL STORM PANEL I - ".. �F O'MI'M W. SCALE 1/4'-!' SCALE 1/4-�J. ,-, **-. A101" ....... - * . . --,, - _ I -, \ 0,1121110" , GLOBAL PROTECTION PRODUCTS, LLC.L: O, / IECO,mc_ \ I "I ... I " .... , _11z61 � "Cs".. .= - ,acO SIR. 51 All-, I "V I ,um=..t ,100IE, n- , I I... - - � .1. W-*E. (04H)W-750, to oTtH)wv-AIv7 20-175 � - "" 11_`�L - "A' 11-11 I ,� - . . ........ -.....- CA-OvIt". - . - I - I - . I - I - 1 OR`w`*R N� ,,E m"_L�onz eALIER A. TILT17 �,� �x I � I - 11-1. W�� . I L_ * .t I I . I I , . I ±E-E- ED ____ _______1.__ -nosto6ji, I I MAXIMUM A.S.D. DE51GN PRESSURE RATING (p.s.f.) AMU CORRESPONDINq MAXIMUM ANCHQ8 SPACING R STORM PANEL 1, IN - N STALLATIONS I TQ WOOD STRUCTURE5 (VAUD ONLY FOR PANEL OINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS r, & 7) MAX. A.S.D. __��___ MAXIMUM ANCHORS SPACING FOR E,D� - AS SHOWN ON SINEM 6 - --- - -_ " AP1IJg81E - WIMU SO OC 'N TAPCON I LAO SCREW PANIELMATE FANEDMIATE WOOD BUSHING PRESSURE ALTERNATIVES CL, � ZN� v Lp-. I.) I FEMALE 0 PLUS ;,;�� (ft.) 13' III Ir - w i IF (w) -- - ___L3�_ ,3. _1T__ _73�_ I ,z- - 1w (BOTTOM) - ..__JL_!Lr - ___2�i___ /�!_ -.---! L 6 1/2, __ r, ,.1. ____ a 1/2. -_ 2W M) - - a 1/4- 12 1/2' 6 i/4- �!_I!n.,� tr %1 1- ________ _5�' i;____________,1F____ - . , a- __ --' ___ _ _ !!rT?P). , LESS ----- - i.---- -- - 1 .1.____ _ � __ ___ 1 ��__ _�F_ _____ - - 3w �901rw) ... _______B - - - , __ - ____ _ ; ,---,-- 13 � _ 'i;___. _ - w�ici;)_ _Cw_TT_0_m; +45. - 5 _____2_j�______i2t_"_._ ", 13' __ _1Y___ 13- - __��______ - --- TY Tvi I OR LESS 13' 113' 13' , a '12, IN (TOP) - __L3�_ f3, _ 137 - -_ I y - -.-- 1W (BOTTOM) ___ ____� 1/2' ____ 6 112* ___ ____L�! __ 6 7/2- __f___ 6 2w (TOP) I------ - ___ __ - __ -i _IT __ & 1/4- ___ '2 1/2* ___L/7- a ,/** ____ --'-- 2W (Bart .) __ ___ ' >5--a- TO ___ ___ 4 �/2- __ - __ F i_ ___ 1/2� - - - W 1/2- ---. -_ - __ --- - �! MPL_ 14'-4- .-;---- 1/7, _ _ I '. -_ 1� 7 : - 3W (BOTTOM) - .-,--. I 1-1 2* i�__.___ /2- __ ,.-- ]K----- ______ ____ ____ I - -' I __ ,v-L" -- 1?: ---- j --- Ir _____j2:_____�:_!!(M) I 13' a 1/2- - �w (BOTTOM) I __ - 4 F; SEE TABLE #1 FOR MAX, A.S.D. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER _ IS I � I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 NINC 111 MAKIMUM ANCHORS SPACING FOR F-D, - AS SHOWN ON SWEM 6 & 7 APP�rePIIX MAXIMUM ls.D� DESIGN ALIEF.TW PMEL TAPOON LAG SCREW PANELMATE PANELMATF WOOD BUSHING PRESSURE PATIN .&.-.-. - .� (P-L) FEVALE 10 OF THEM , ,n) Ir 13, 13, 13" 13- tw VOP) - I �� --;3;----- ___TT_ T30�- - -'r -,W (BOTTOM) - 6 L"2, fi 1/2* 6 1/2, _ 6 112- ____._ 6 f/2- 2W tTOP) - - ________._ - ___,i_1_/F__ ___1i7/_2,_ -fi ,�;L;-- jw-ce�c-"T� 5,-o , __ - _ ___ 71, -1/2- __ __ __ ,_ 7 Ill. - __ - ___ _________ a- .____W_ , ,___,_____,_______ 8. - _Y,_,_, ____ - -----.--" --.-.--,-,- 3w YT-_ (A LESS �� TF _ i� (BOTTOM) ---.-- 13;__ I__ _iz ..... .. I- __ - J _ - --- __-, . -,-,- II- wen-i __ - -0, -45 _____ 13, __1:3� ___ 13* I—- __-.13 -.-- 1.3, __ ____.__.__ I Y 4W (DDTMM) I - +75. -75 _ 3� ____L ___,___i:!:--- 13' 13, _____ ___ to* ,W (I -of - 13' 13, 13' 1* W mor"') L_ -13, '-- 8 il2-____5 __ 17F S 1/2' ___ 6 1/2" _____�_1L__ -, 5 1/2" 2W (TOP) - - ---i T/1v ___j 271/2* 6 ,/e 2W (wrr.�) X5,-O' _�_ :__i��r____K__ I- - 2 I/2;,____,_` ___________ 7 1/2- __i;,_,_________ _- _,____ii_fw_f�OM)_ m-'(iw)- A. - 11 I 5 q�r _ ii;�____ __ __ Ir i21__j__L_3:____ - I— I 13, -, 5 Ilr 0 (Io') I __ ____ I 3;-4-- I S; ly 1 .--,-- 13, le _ ____._ 4W (HOT'LOW) ISEE TABLE #I FOR WM, A.S.D, DESIGN LOADS & WX PANEL LENGTHS WHEN SPACER @ IS * USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I ___ TABI F #I A A.S.O. DESIGN LOAD ' MMIMUM PANEL LENGTH 40 PSP OR LESS - 6'-B' > 40 PSF TO 50 PSF 1'-2- F— 60 PSF - 5'- 1 0. __ - A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE FEMALE to OR PANEL MATE PLUS ANCHORS & W/ @ �toqp��kl ... jg� 112' O.c, CODE - _____ ___ --------] INSTALLA1108 DETAILS EOR LIFE SAFETY- .—PA—NEL-�D INTO POURED C!QHCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 T CDR EXMTING POLTREO 1/4-0 TAPCON _____ - EXISTING POURED ANCHOR 0 O' O.C- _tbNCREITE OR ANCHOR 0 9' DO: CONCRETE OR I ";*'l CONTRETE $LOCK q CONCRETE BLXX w. � � ... w, � , , , , - ,, "OU[m. ,,m , REQUIRED , ,,J . � 1,4� - " _ __ , . 1. - , ,; � ,f, �, :- '�, �, �, . , -02 � - I , 11 � , , I 4) ,'I I I . . 1/2' , ,1/4, 1 - _ " - ",r 01 4 Ve 4 � WIX - - � , - - -L .m. - I ��, � , " ` � � - I E.D . � , E-D,* �� _--. I 1, -� 1, " ...... , ,,_� 1�'. - I I �V,-.. .. �_��,, : aFwm I ____ I � v ':_;,��_ , o , 1�/,, , � 111 I,IW,t , ,q N - ,��, I , 1, I _�� r� 11 I ME " �,,� " , / L�",-,�-,, 11 I 1, `1 - � : ci�j � - 11 ,., - - "I I 11 1 -10 � I I I! I' mi.. 1. i O-SEPARAT" : I 0 TO GLASS. I � "" - - ,� I - - il�,�'.siq � Pit 'le'� 11-1 ,� . 0 rX61FIN I 'I .. �0 . A CLASS I -,/, �_ I I . F. il-�a I I , 4 C, , ft - I I =.".:%, a I --rq . 11 i � �_- i I I 'L, M I � I I I j , i PA.-t LENGTH __ I - 9 ; I 6 . P _� 40 11 I A' LENGTH 11 IL., - __ I a ,,-, (SEE ELEVAITON If- I,-. - . -1 =rT_ (SC� ELEVATION - D w", � I ON S-H-1. !2) ,_ i- � ON SHEET Ill 11 � I - - I R__s7Ep1A=FAT)01_ I , , � I 0 0 1 I . , - I I.. - 1- I u '� I I It I ��= _____ - - I " 7_714�1_1_11� 1 11 1 7�7_11�111,'11�, - �M� �'1�1,11_1-1,1,."�,_- � '�'�'V.__', - ", '. , " ___ q - �7,,%,,_, ", � ..,,_ , ., , , 4 L0 ,4 f�-, "I,_- -__ : -, �(� � :. ,1 , ,.,, ,� - ,��,,� "� " _,?�,� , " � " -, , , I ,, � , ,,, , _�,� ,T';��,'� _ , ,,, � , ,� ��', ", '�,�, , p,p, m �� I �,,�. ", �,; i, _�,� ,� 14�,.�,, � . . � �,�,� i . _ : e ',',�,,:: [ � . . `g� , I � �"'11 I �_11'1� ED' E�D 0 .,�, "I I EXIST04G POURED � " �`��`�'? : �, EXISTR4 POUR �� POUR, - ,,.. -_ I _ "��,, I - I, OR,_ , - , - - 1, - ( �_ , CONCRETE Oil _',,, _-__,,,�,� - , g, - , CONCRLI r, I I COHERE� , � , �� I- I LOCIT " _, CONCRETE SLCIC� ,��.` - 11 @ a - REOV4111rD, , � -�-, ,�` REQUIRED. ta",O) , . . - , I 12 'Ir - 14- 1 , , le � , _,._� I'llf . I r*1 ! I - �� , _z "�_� 1 1 L7i�l __ !- - . _ - - '�_ -, e . ` �__ 1, �1, .Ie -1-Al , " . - -- ,,,I,, I . ,'; � ��,`� -,� " _ � , ". , I �`+� i - T/4-# PANE E . *, - I 3=0 8— 114 0 PA(NOELMANTOE) 1�_,��A_ - J ANCHOR 0 12 1 O'C' 0 REGULAR RAN= ANC�OFT DU . .- WALL MDUNTIN SEE SHMIS IS & III FOR ANC� TfK & SpAcm FOR SCALE 318.1- INSTALLATIONS INTO WOOD TRW V_FUDW= IkUU AMC,N)" SPAC1,Im mo wwww SOCE DWANCE ARE IfOrIVED ON THIS SCHMIL FOR E.V LESS THAN tMOTCATED 04 SCHEDULE REDUCE ANCHVq SPACTW- IN MULTIPLYING SPACING SHOW CA SCI`m1 w ,III[ m1o,e,c FACTORS. MR THIS OPERATION TO BE POSSIBLE REDUCEO �ACTMTG OBTAINED OSO4C FACTOR ShNL NOT BE LESS THAN MVFAAJW SPOCT WOtCATO FOR DIEN ANCHOR H111-04", T�Pt w THIS �MvLrl 1/4'. ""T'7 TIQ , ANCHOR THAI! , i/4:1_ � 1?01i�- - � : . 044A� ,;P' , ,,��'-.*��CEN��. VA. UPCON I ' I z 5 * . I �S - - � ' � wwmiltL '"a'" SFW� DO Z .. &� AA1R7 . 1Z FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1_0� - 3 - z . __ . 1 .= 111orm m 1� "- 1!n_ 01) i I __ : Z 24 GA" GALVANIZED STEEL STORM PANEL — j --�-_-TTb�) —�� -Tv-2- I * -1 ;-, .*1 D� W. FACTITOR S I'- Xwx Mw mmm 0A) i� 1� STATE 0 cc �� , - - /27/"W - . � - q, � I __ GLOBAL PROTECTION PRODUCTS, L1C. 0 I - 1��_. �A4 — �______ IV2, iiL qoRmil _ __ - - ____ - ILA, __ - ___ - - '11, ��5 � ........ " - , � / \ 000 .. st STRUT I ___ 1. _4L_.,T __... .w. I - I - - __ __ 2 I/V - __ - "�,,',"IONA',�*,W'I,-Y----.,�2 TILLFF TE-NO - -- .—I— �O 1175 r om 1.00 , � ,OeM.�& - VNII , THO'L (w4mum-750. FAX: (".)NITA-Im _ _ I I -- - --- - I 1w ...... 401" - - A - I -I - - 01-OM710 �� -- - --- -3-;;i�-- - - - PE sm/s-TIM/ow A=Al 14.01 ... PE � � �� .. H OF T. L----------- i�, A 4."" - MAXIMUM A.M. I— MURE MEN .s.f.) AND CORRESEMINQ MAXIMUM ANCHOR SE&CING SCHEDULE M SIM NEL 12 INSTALLADONS INTQ CONCREIE A CONCREIE BLOCK STRUCTEURES (VAIJID ONLY FOR PANELOINSTALLATiONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MM. AS. � D DESIGN PRESSURE RATING (P...Q I WIMLIM ANCHM SPACING FOR MIN E.D. PER SCHEDULE BELOW * APPLICABLE Is, AtAx"Vilm PANEL LENGTH �,L` ') --,-. .- - MAX, AS.0 DESIGN pPMUgE w NO (p,m.) --- - -_ - AAYAJMUM ANCHORS SPACING FOR MIN ED� PER SCHEDULE 4F BELOW APPUCMILE To Sm Ttaea III A, ANY or THEM MAMMOM I PANEL LENGTH v (ft) - TAPOON S" SET PANEUMATE FUME I* I PANaMATE PLUS , 2AW -NAILIN ______ - mx-Tw .10, . to - TApGON SQUIT _SET PA114111TE FIEMAUE to I PAN JA`DE PLUS zAMAC_NNUN C"-tN To `V to TO O�mcmvm 10 - TO .R,H,q&mODM;.i �� TO "Tectm TO m I ;;; ; - — ., �- -r=M 2�� =�a To = To I to OONQWK _ m 11 _= 13* � 15, 13* 12r 13* Ir * S' I:_ - -,,7,:-,,�1-:J,,,:-f��,:'�-�-..- Ir I Ir 13, __ - 11 -2, 'T/ t DWI +45, -45 OR LESS 13, - ---7- 13 __ 1- 13; TF_ _7� 3 I --ili- k -L _23i_ 13' _2L_L!_j1 _1 13, I 13, _(10�)_ 1 (BOTTOM) - . I -IT OR LESS 1 +45, 415 To �", -65 11 __2_,:4_Lr___T_ 'r ::T�=_ iF 11 7/2 - I (BUFFOM) ..-I. OR Up, 1 __ ly - 1�_ I` r-1-3:-1 I r I - !-- - r _F-, ----7-- 6� - __ __!� I --,i3:-"- _1� - _iL_,.__ - 'y 3� __L _. - - F __ __ _, _11� - � � _Ii� - __ 13* '3* 3� _L - 2 1/2- ___F_ -- - ,- - - _14L_ __T�N__t�;_ - 5� lle� . I 1, --'�:- Ir ____ _5 I/r ____ 0* ___ 177- I ___�_, 1�:_, . ----- 6 I IeTG -13. 13L- 13, 6 1/4- ,.- __ '13' 6w - t t3; - 11" , 13' - -L31- L3. 6 Ve -Ir __ - - - �j;' __ _ - . 13' -6 - _174-; ,� - ,3- J_ '3� - - i3* 1 13' _Ir Ls* 12 1/2'12 1/2' '. H. - ____ ___ a. - r-T -----IT- 3�7 ,------ ____ . - is: '2' Ir '__ F- _-T - __1i__ 3L - _L - 33* I 3L _!_ - - " '. - -----,- r J�F I— _ _13. __ ' IT�_ - 13- - 13" 13" - - - 1. I 111 -, -, - I -' , - " _1�: ... ,3 - -Ii.- _ t - Ir 7310 -,--- 13, 11 3 _._!_�_ __i3:_ 6 Ile 5 I/e - 1. 7--liF - - '. - `I� - ,--,- __ Ir ;-3: '-,F- -__________._____ �!�r_ -i!,��A, ja 1/4. * i-05FT- - � (801,110m) UP �il_L_ 3 (WTW) T�F6i;)-- ____ 4 (POTTOM) , __ - , - 5 POP) ��T aaiio-�i ,(-I :��) __2i_4_L_1:_ 13' 1 IV __L21�__ 13* _2.3i_ Q, I 31 I y j J3- 1 1 1/2' 2 (TOP) - I 13* r _- ,� 'Fil-fird-I _23, 13- 13, Ir 1 ir I Ir "Y �i 13* '_� 1. 13, 11 ,72- 1 1 2_j8UnCAQ _ 22--) - _:_�___ _2� nj/ !_�_ jl�: !_114 * _ I _j 1/,C ; - L2 V!:L2_1�!: - __�_ - L 6 1/4' -2-/v- 6 Ve 3 (80TWONT) 0. 5 r � L�IL_ __i:_..__!:_ __f�_4_!T I, __H!_ IT 1- ---!:-I _±:__ - _!:__ � --- !�__ � _�) __H'._ J_ _:�_,_ . 13, I 13, -;IL -T,-- 3* __T�f�__13�____ I. - I - - _B!_ 13" -- 13* 6 Ile ..-, L__ 13, - 13, ___________ 1"*__Is'___,L-N:__.1r__j 6 1/4-16 - ��L 13- ---- Ir 1/4' - -- - Ai� -- 13, 6 1/4'1 S. - - ly - -- -- Ir , ___1 - I I 3" - ---. 13 13 . - - .--,. H�A - - -_ �� ---!A!- I ,-t - 13, I 13, - 1ti___ - Ir - '. - - - __ - - I - IF -_ _ - tI` - -i-37 - - IF -i- V 1/4 - ____ 11 1/2- i-,-�ji� _______ li i/2 . F__l 47� 6 _/ I (111w __ 5 (TOP) j--jijiF,w') 6 crop) 6 (BOTL�) 13' ____1__F_ '. 13, -Ir 10 V1, __�� 13, - - - - - T, ,3* 1 7- . 7 112 /2 _L!__ 3� I� �2 _L _ _!_ . 1 (TOP) - .5,-r TO I , 4 4- _L3�:_L 13, — 1 _ _ 13 . a 112- - I_ ly 7___ - a 1 2' t i 9 1/2- 5 112- 13- 15 1/2' 1 CID-) >5 ,_r To W-6 . ly _T3�_ ___.� a ____tLT__ �l - - - ___ Ir r __ 'Jr - - ii: Is.- __ ! $:'--13- I 7' _ Y__'__i;'__ - 1. __:I;_[__��__; Y -5. :E___ u" - ,2 Ile 6. ly --T:� 10 Vr ___i�E 12r .- 12 I/v T-172-g - I- 13' I 13 10 1/2 I - 13- I Ir � ii�- ___ * Ile �� _F S* Ir tI" 1/2 , 7- �/2_ _ �_!/!_ a 1/4. --- L_ Y�l - - _i_,�`T_I H I,- 7' 11� � 2 1/2 _ ___L3.1�,' _ __!ILL� 1 _ _!�L _ __2��._1�2 !2 1��-�[! ,?�4:_ __ _� _J�4--f-_ a ----- :,�_ E--,' R_L-,q_a_ , I iq , 'I /2 7* �11 1/2 _ 2 j,jL_ 01/2 �L _ IL2 jD_ - -_ ,Ll-2r^ _ ± _Lr 5 /2" �!_, 2- 4/-, 1 0 -1; Vw p 1�2 ILI _L_ _ _I 1 2 L 1 2 _L�_ 7- 1 /2 - ___ --- , - . - -;-- -"/?: 11; I Vr ,3' _ ___�j__ 13' - 1,12- ____ - _1�:_.!_j��j - !,I* 0 1/2- 6 ve ! __ , -E ff, I C2 �!_ _.2:_ 7 T12. _' ------ - -.3, . ____o:_ 13, 6 1 I I , � im IBOTTQMI� j__ 2 tFOP) -, (-T�o I _�_ _t 11 DOM �_�CfF-Fi �,� __ Ofj 4 (BOYMM) SIT I _ =_ . s I(TV . 6 f�t_ !L 5 13* 17 Ile __r J_ Q 13, __�_r Z7 3. 3 - - 13- 13* __5�_' 10, ___ a :r i 1/2' 13' -1 ly LK- i - i _iLA_z_ . " _. , 15 1/2* 1 C Out 2 CTOP) _____ 13" 17 vr - 3M t 2 it �� _L - I - ___ � - Y, _L� - T_! Ir --I- ly a 1/2' -..-.-.- -L"-4-8 -I ,I. I .�,�' -:--T-':-- I- _�� 3 ___1 17 IIVIW ____ B! - __F - 13, - __L3: -, -,- - i3 _�� 11 --- i-S __ 1/2' -----, '. _' __ - 13, 1 13' - 73: - _;T_ -, 3 1/4' ___ 1. ----- a- _ - _ ,3" 1 13" I" --L-'- -+---T - 1-0 � - - 10' - _F i ,le __ A- --- - _1_ I 'Cr It 1/2' V2' - -� -4 3 - 13, - F2 lj2� - '. - a' 13" "� � I � To- 4 To* i2 I? - il _ __ 4' _. ,---.. - __ - To' 10, Ilr ' 'Ir _n.�7 -, I I 1- K, _L 'I" I !�,_ __ - I - 'i-Viz _! - L&=i n- 5 1/2'i - 11' -L 8: - __ . 11, , 1� H I I / , 11 "I' 11 I- I � _111__ 13, _-1-3,_ B 1/4' Fi_/'F'_T__ 7 1/2' __ I S'� - iir II" __ - 6 1/2, - �_,,�E 0 1/4' - -7 , �'/` I v,15 I � 1/2-16 _ -_ 2 (BOTTOM) �_�m _. 3 (BOTTWI �_�R) - 4 (SMONO) , wrom) (TOP) . - . - - - 6 1/4,16 Ve - __ W T/e _w '142L± - .1 _,�A - -1/2, 1 - _121:__ � 6 I e � I/e e 7. e / a (Bort --) . 51 !��- 1. ,1,4 ,. ,l�- - . _�_"* I ,i .1. , 1. (wrr -) � Sjj SIM I I FDA ",tWS V"t . SFACTN� fCR 015TAIJAIFOAS *" WOOD riTAIE BUILDINGS. - - - - "IMUM A4WDR $AACN05 ANO MINIMUM MT. MTAW;E ARE NOICNIED ON I-G SCHEDULE FOR E , LESS JIM MWATED ON SCHEDULE AMU ANCHOR PACING By "I'MONNA SPACITIO SHOWN m SCHEDULE BY THE F0110WINO FACTORIL MR r" OPERATION TO BE POSmr, REDUCED SPACKO O1nkMCD US" FACTOR %Ikk Not BE UC�� THAN WMIMMW SAACINV INDICATED TOP EACH ANCHOR I�PC ON tHM SCHEDULE 110. Vr. -I/.*. I/r. Veb ANCHOR TYPE __!^�!� __ _ _ TARPON W" AWJ� 11MAU: 0 __ __ Pm� AUc` I - - - - - - 'iINIMUAT ANCHOR VACINO O,,F - -1 3 - --- , "' - , ` -1 MNAWUWiM "') I __� V r - � Uh "=_.,1!T-- - — �XoKftn imij��_111� mr-hatEA1 4 "'r - 4 �_ . AMML SOM 11MANCIE M. FACTOR , I .� - - -_.-,-,--. - - - ______ - - - - ----.,- --il. - - - 2 Vr� - L�K - - f - -, -- :-- - ;� - .1 1 __ - , - - v [ - , - - [ - __ _____ � I I - � TVA ___ - --�oa j- --I.-- SpACINGS ONLY VAUD WHEN SPAM @ IS USED- SEE TABLE #1 FOR MAX. A.S.D. I- DESIGN LEADS & MAX. PANEL LENGTHS WHEN SPACER @ IS USED -I :- - I � i , . ,''" D.m..(�). _I* Mt., — 1�� or I� I . . __ � __ - - ___ _. 1 777777�]�___ , _ - - - ____ - ______._ I- ___ ____ - - ___ --,-- I , I -,.--,- --,-- 0 0 0 0 0 11 u . - _. --- ------- --- - - I � � _-, ___ __ --I --- � - , I---- f---�--,j � T --- j-----7--i - * -------- 7----r,---1 , � , I I 1 p i I � I I ; � � I L� I i i I � I , , I � � i I i I � I 1 i � � , I i �. i i I i ". �� k, I i I i I � I i i I I : I 1 T ;�� i i I 1 ! I I � I F I i � t i . ! I � 11 11 I 1, I 1� I .� ....... �. i � TAME J1 a ALS.D. DESIGN LEAD MA)aMUW PANEL LENOTH 40 PSF OR LESS 61 -s. > 40 PSFTO 50 PSF I "-,. --- > 50 PSF TO 60 PSF V-10, A MAX. PANEL LENGTHS ARE ON§ VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. I - I— - ANCHORS (SEE SECTIONS & ALTEANATM-S ON SHEETS 13, 14, 15 &16I_- - ---- - ------------- -- - - -- -- _ R-IA/13, R-2A/13, R-3A/14, R-11R/13. R-20/13, R-39/14, 3: Mw � I ION. I FOIR-IAW/15. R-2AW/15. R-3AW/15, r*R-IOW/15. R-28W/15. R-39W/16. �__: __ , - - _. ----I-- - ___ : : I __ -I � ; � I I va � � ; ' . I j 1/4*0-2I)xl� SS. BELTS W,@ j . . I I . . I IL" i� I I �_ . I MAX . (USE FOR PANEL LENGTH - - � � � I � ,1_6� i PANEL LENGTH i � '! , T OVER ! \ � . 01 i I I I � REGULAR STORM PANIEL , I � I I i\ I . I ; -S' 0 +40.0, -40,13 P�J, I I I i I I , REGULAR STORM PANEL I I ; tr i� � , � � (W/ OVERLAP MID PANEL LENGTH BOLT) I � I I I � 1 \_ � I iI � � � , 4 � _, _ . - --- a, ---- I - - - ,� _'.19- - -1 -i- __ I - [- - I � I y I . i , 'I , � I I I — 7i --------- d ---------------- I I I I I I - 7-6. a +50.0. -54.0 P',,f I LIFE Sh�M STORM PANEL , , z I I - I I : I ; i I ; 7 ;1 � � I I ____ i (W/O OVERLAP MID PANEL LENGTH BOLT) I I � I . I � 11 I - I � , , � I I I I . -1 - - I I � " . 2 -I � I I I . - I I 10 11, - I � + I � j I II I- 11 i 11 � I � I � -1 , __ I ; : , � : " 1 < -8" MIN. PANEL LENGTH � . I I - . ��A - ,,�7 USE 2' 1 1 1 1 � ' -0 � I - - - - - I- I -1 1. � - I - I `�, AT ALL MOUNTINGS - I I I 1 431,�, - : '/4 -20%1 - � _*� ------ : . - . , � I ! S'S � ,- I �_ �� ' AT EA!%VJ9 1 1 �1� I I - I . ! I I . I I - � I � 11 . . -11 - - � - , , --- -___ ____11____ -1-1 I I . ,. __ . - � - __ -----.-- . � ____ _ - __� , - 1 6. I . -11 I _ _i .- I � - __ - ____ __ __ __ ___ - , , - ___ - I : L/�, --- - -1 �- -- -� - - -- - -- - -- - , - - - ----- i - I; . I I --- I � I I I ; - I - -41 � � I I I � - ��;61;� � 71�0_-, - .__ .�, �- �_�__ -11, .11 _ I : I - I � . .. ... , . I -.1 111. � - 11 - -L i I I ,� I I_ __ _: ---- - --_ �� ___ I I � - , �,_ � � I � ----.-. � - .1 _ - - - �_. _,_� __ _ _J � , - � � � I , - - - - -- - - - -- _ I—- 1111 �', I . I I _. � �.,�,-'I-L-'-�--�ll-�,��11--�--�- ___.____._T � __ -I I I ; I I I � � - : . I , , I I - I - f- I__ __ � --- � ----- � � �_ -.-- -r-- - - NOTCHES AT STUD .____+_____ , ____ __; ----- --- I----.--- , _ I (I I I 9 ---------- __ , I � I . L ITCH 0 LIFE & J V. I X It E_ BOTTOM CORNERS I ! 0 i I D.M., 03� I - I - i, H, — I I - _� .. . - I _. I , I __ __ - 1 �_ ER-tAp- �O,rjh.Ap_ . , I C ]I � [io, WING NUT AT_ _ MERIOR I - YANG NUT AT - , I - LEFT PANEL RIGHT PANEL 3" j�z, 3 MATI: , t INSTALLATIONS C , . , i 1: MIN, R-11A/13, R-2A/i3, R-3A/14, R-18/13� R-219/13, R-30/14, I - I SPEED UP 70 1 � R-IAW/15. R-2AW/115, R-3AW/16. + R-law/15, R-26W/15, R-38w/ifi. i �- -11. I I __ I I 11- . 11 I I ,-ANCHORS ISEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14, 15 &16) - 1.11 - - - 11 I I I 11 11 - 114, mw GAP LIFE SAFEIY STORM PANEL I ELEVATION (t) - I I - SCALE 1/4".1' . 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I SEC�,60(` S... 51 STREET - TION A -A SCALE 1/4'-I' ,4.,�/ - _--�� TZT-.-- --- - 2.1w. I 11. W _ - ==�. P." - - (wms_`&LI. Fm� 05061111-1m, 20- - ----.---- 1N5TAU,A_T19N DETAIL5 E08, LIFE SAFEa PANEL - (1) ___ INTO WOOD STRLJCTURES _ �,:�- -r - ,7 . . I I I r I � r �: I . 1, . �, � . . I � I --- ' I .,I __ � , - , , — __ I_ " ___ - �i , 11 I I I �� _�_,; � - � �,'r . I WOOD HEADER I I 11 i MID HE -DER 11-1. I- � _' _AEOUFRED . , - - M -, UIRED . - I - - — ,-,-,, - - , - '. ! � � � _-, 1 I' - _ - il� - - ,, 11 , I '.1 - , - J�'�, I AI�NHEADEP � ; 0 /I 1'� __ __ _Z� �,� 1, I ED __ -.I----- , " � � I ,�, I I _. , I , - I __ - .;. , I - x . __ � >" IT I � I- 1. ___ , � v HEADER . - , Ovm , Ow �, p 1� ,; � I - � - � - i . ' 1� 1, � I I Z , � I j i4 11 I , '� I �, i , , � - I - I , -# TAT�� ,:_ ,114 11 IAPOD I , L "I t � ,- /4 / I � \ �,� AAC�. RF 't Q, I j " * 'I ANCKR 10 9 OX, "I I _�, -, - - - il I' I - /I - ,,� � � i 1, -- --.' `f, "POI, . , v" I � r,? - AIIH - � � I -, 1 , - , �� . 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I . 11 - I (SEE ELEVATION I 1 7 12) . - _1_+_____i ON S"a I I I ON SHEET 12) 11 / ! i a a I' min- , ON SHEET 12) (1, ; I I ii 1. mi� I; ---SEPARAMOI� r �� _ ,-,-, �-'l,�, 1� - , , __ ___I____ I I, W, i .__ 0 , "_01 I (1) it- - SEPARATICU - � - 0 To CLASS. 0 � � t 11 3, - --_-,F,__ __ � - - 11 - - � --- -- I' .1 I- - I_ I - __ - IT- � --- . (1) ft TO GLASS, , ", - MI : it- I I --- I L/2 PARATPO 4 I I 9 0 CLASS '. ___1 I I I I , I i �r I , I � I @ - C& i a 11 ]�,' r - � � � � t : � 1 I ,� � I i 0 jw.� EPARATION 8 To GLASS, a 11 I I 'I , I C I � ! 3) '. I 7, :; �1, - �. E6. , , . �i r I 'r I - , � I - ... i Eb. � - - " �:t �:' : *,2,/2 J.� , 1 ,� I 4 - Co. .", - I !:: i I - I --f - -I I 7 . - 1 1 \ Awsra�x t J.. , I I .- -04 __ : 4 �- , _492� 1 � ! I t - ��, 1. -- I � I 1/. I I- - � I I IT . � 1 _�, - , ��. � : Ft. - (L .1 - __ - I , _ �_, I - I - - � I -:F I - EV " - ?.- - � 1. � i�2*,; .. ED. I- W ,. - - I �4 - 1. I I - -i ___ m � : I I 1 � I - . � L �r ' I ! � I.- I ; I � � � 1, i . 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I ,1.1M_!a!__ 6 7/2, - 1---, __�:_,_!!L_., "Mr - I /?� _�!j_s _L !G_!!�7 7 2' - _j/ , _1_!T__!;!�____�F__ /1, LV - I ) 1ABE!7OI!_ (top) I-11r 65, -w ly __ ___2f - - 3* i__ _6 1/4'1 tr - ____T_,1_i3__ a t/A' I 8 1/4'I & Ile Ir - - _i�i _1 5 4/4- � "0:, /As_� 26 , ( 1+75. -7 5 - ,�___!�_._9:_1__!3L__jI"_- __ __ __ 5' - ___ - - 'T ,/4' -IN- li!I� V, - - '..) w-M- 6 I/cie 1/4-16 , 1��JSLIC 6 Ilelit V-- - - To .75. _7a To +,I&-11&5 F_4�/2' ,1 _ _ i7 V?- 13- 13- 13- 13- 13, 1 1w ____ Lo y2 : 13' To' I 1/2' I ,I- a. - -,I Il;r Ef. ,Y ___ 13- 6 1/2' 7r* 1 CTOP) I ( DIM) - -13' !E --- - I r 6 1/2' --- _ I - L_ ,I. I 13' O,i/2 I I 13' h I. _L _.- - -+ _1- 11-0 I//,- ... ;� -, I L . i I If "' I ii: - IL - __ r - I t2F 13- _ _ 'r _ - 6 1/2, - " 6 1/2' - 9 1/2, --.---. Ir 14 6 1/2' - - S. -.1 _r __ IY 6 Ve - _TZ�_ 1i V:r - , - � "TP, ___ 7 1/2-T5 �9 1/215 , `L - I,- __ 1/2' __ 17F , " "' ", — __ - 1 6, � __L S:_I�_L/�: i3- I6 V - __ -"�, - I (B,T'T!)_ LIi_11!!L__ 2 (BOTTOM) __13- _� _,a__ 1_il�__!��___L3LLLI�_ 4: 12 1�� --2- - ,:.-I!:_ __ -1: __!_ ____1:�!_2_1,e2:_aI:__L_ _!�� TO' - __�� __ -,?L- _V__ _io�_ 0 IL� - __ ,_�� _!i_ I - __L�:_ 1 - _3L - 1111�: 7- __7- _. i9T_)__ .- (EaTtom) Tii�-) � 3 'm .-L-11- --!A:--,--!A�---$3�-,,�o�L,-�E-,�-- 2 0 I/K Ir ----. 4%±.L/1' ___ ____ I (BOTTOM) am ) �5,_ r � I, I i3- I ,3- ii-lwq,-i-,,�i i3' -�-,/�; 9 1/2* Tf�j7 1:5' 9 1/2' ii,vi ; 4 � EL 10 1/2-17 ____ - 1/2- - 13:�, 6- �:,/�f�E,:/�f 3 (TOP) i--(i6r-T6�) >W-s' _7_j__:__ ILIZI: �L!Z�' ,I V!!j ! I/e Ll 1/2"� �!--- V _� V2* --i;--j-i-,7,; ±_I/ r _ I. ��) - 8'-O' 1_1_____�__,_ - I i; __F1_s _,�' 172 --7'--, - i Iji; - _ __ ___ . _�-- T_ �� 2 lj��l ___ ___ L�,Topj TO 7,-5, !.j/nj_L'r_ Hr I - i Ir 17 4/7'I __�:_ it. !�-- - -!-'�_' --!�_ 51 - - __ I Ir 1/2' - a- _ 13' �4 ___- -, ___ III) I -F -1- - ---,. . -IF- - .. ,-- __ - ___ 7- 4_(9_(_MGM) - (I") - ._i� ,,, , - - - -T.,;--N,/2" - 821 - - a. __ - - _ ,_� a - - . . I _3' _ - . - -8 . 7 1 - ___ 4 (BOTTOM) ___ 13;� __ '3� 9. 10, 17 V2 ; I" 7 1 - - "' - _j1:_.4__1L_,__ , 'il_81 , - L31 I 0 C2 - 've ,I- � - - _f , i - v:_ 13- 1 - __ - 13m 11 , " I - 5 1/2- , - - - it ' 12' -, , ` �1_ - -1 1�2 ,;; I I T V. , I - -, L�_ 13' To ,12w IF 112* S' 13, -i C S V.- i7VIt - I - - I - - 6 '/'-I& /4 I i 12IT-4) L_ I - ilr ,� /, . It. - - - I - , "A . - ___J M SITM 11 MR ANCHORS Mi & SANCING FOR ,4STALL"NS INTO WOOD MWI_ SUADWITS, . W.H A4CI1T* SPATUMOS AND MNMW C= USURCE ON N)CATED ON INS SCHEDULE KIA E 0 LESS THAN INDICATED ON SCHEDULE KIDJOI, ARC"OR SPACING In MULTIPLrwa METAL "" 0 SCHEDULE HV THE FOLLOW140 1ACTM FOR INS OPERATION TO HE POSSIBLE REDUCED SP-Oft OBTAINED ITSMIC -ACTOR S� NOT BE LESS R4MA MINIMUM SPMWG INDICATED FOR LICH ANCWR -E 1-6 SCHEDULE . 1��ev V.I. 1/4. Ve. 114r. I/e. ANCIHIOR TYPE --- T-100A - sx� __1__1 . � . It � - ,-- .AMiEUWR pl, . - - __ � ;tAMM�AAUN ____ C^)I-N __ mueMum ANCHOR SFACRR, (.) 3 3 1 - 4I 2 Vr 21/2 44"ImmEm --!t)--. - __ I I 1A, -A _. r _� - 3 __; -1/2 - A -,�r __3 _,A�_ .- � ___ bwTANa "IT , maEII LF,' ;___ Tw_ ;�F_ , ACRK wK 00*101E DI) FACTOR - - 'Ja , - - __ - - - - - , _11IT-, I It ,,I- - - - _� - , Ril , I -, Am -,- - __ - I _ �� V� " � : � 14. j�---_----_1_ - ;iL IME - I � , "'. --.-- �- - - - � , - .w I - - --- I-136 - - SPAC - SPACINGS ONLY VALID WHEN ERGHS USED. SEE ThM ilt FOR MAX. .1 r_ DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, f A, A A.S,D. DESIGN LOAD MMMUM PANEL LENGTH 40 PSF OR LESS V-a. > 40 PSF TO 50 PSF "-,. > 50 PSF TO 60 PSF 5'- 1 D" A MAX� PANEL LENGTHS ARE OM_Y VAUD FOR INSTALLATIONS W/ SOUD SET ANCHORS & W/ Qq SPACER AT 12 1/2- O.C� t: CZD I=) C. C�3 0, C - % . 0. , I . I ! g �,_: 11 , , , - C ' " I , - "i " "I - A = .5 �T. -p � ,AeC 3: 5 j w I - I ;�' .e a E � �, i i � Cp C) �a - 0. - V, Cc - 3: ,w .�2 t1i w = . ') FIR;;p - % 0 C= �� -1 ., i; . ,ce AP 40 C2_ r- S CC 0 0- 0 - I — .� I I I * . : . o.44167 I I * " * & I z -, " .= "U11:0. ,"c I .1 i VA 1 24 GAGE GALVANIZED STEEL STORM PANEL 04� W. 91121/m. �-O*. �" � - z, :,r=��'_ STATE 0�_ - i- � " Z 11LIECOm., \ imom PRoTEcn LLC. ON PRODUCTS, UATE " ' 0',.Af4om '10ej . _. - ,.� Z' . - I � T&UT - & lKiiie6vi- COMPANY - .. - - _'m ,ZOA sw� 51 SIR - I DAVE. R_ lul. 20-175 --,,,I- yi6 *:, r-, � .. / - _� A. I= - CAN- ,�l " F"AIRE, (TITHMO-75-A w 116, 411. 11 � - I- - , - 0`4F.,4 - INSTALLAIMN QUAILS F98 LIEE $AFEDLE&N-fl. 2 INIQ PQURED GQN!QRETE OR CONCRETE BLOCK STRI&TURES 114-0 TAPCON _pfS1TNG POURED flee TARCOR --PWNG POTURED i/ee TAPCON -PISTM POURED 1/4-0 TAPCON __ DIVERTING POURED - - . " ANCHOR 9 9' (LC7 __ � - CONCRETE OR ANCHOR 0 9* 647- - CONCRETE OR ANCHOR 9 9* GC� � __ CONCRETE OR ANCHOR 0 V O.0 - I - CONCRETE OR -g- I I- . CONCRETE 91= CONCRETE BLOCM i ' CONORM BLOCX ��, 1.:� RiOutim. I , , � 1. , 1� 11 " CONCRETE BLOCK ?41.1 �/H REQUTIRETI� , I " .i � � REQUIRED. REQUIRED �� ,, _- ,�-� � I �, . - - I - 4, I 11 , , _i��-XI I , -1 �1. ,, .�, " I Z ,,,, ` �, ,,, ... 1, "; -', I � I �,,l � I I . . . . . �� , ., ,,, I � _,� 1'1�1 11 , 6) , I , ,� � I -, , (;I 11 � , 4) �`, �1 4) � 11 - I- - � - j I J il, ''I I'll " , I---,-,-, I/2' I --- I � I 1 112. � T/e k I i/e I 11 - I /e . ,�,Zl .11 /2 I "le � I'll. I I "' 11 " MA - MAIL 11 I �� _ __ __ � _ I 1� � --- _ 11- L ; I - ,x ., _._ __ I 1, 1. 1�� - - __ - I I "I i I . E.D.0 ,' � � . E-D . 1� E �i- ,.�11,15 � I " I , , - _��,,, � , , I �� , i . 1 1 1 '_ �, I ��'11`.` : I . I � I '. I � - . , , , , , I � - 11 � I I I I I I : � m//,.,.,;%, -,, � I I , �� I I , I . � 1� I, ;.ll ''; ,:,.:. , , � � ", _ : k - ,�,, I �� _ - . I � ,,;.. �,�,` : I I %. . � � "I'Al- � 1� - , , - 1 ,,�V�, 1 �. , ��e > IPI , , ��.,%V / , _�, 4 ! � ( D1. � ------- it ,� 1A i It : a L` W. I - it I _( DI � CD 1, : `�:,_) -SEPARA71ON I If I : I----- I It EXIS 11 - TO E:U;S$� I it . . _jjQjL � - , ,, I - u �, A �', .� I - ""'�, x*T,NG_4l I - j�� , � , " V - m,"t6-41 '.1 11 Z.1=1, ,0 GLASS I "' G-A55 Y. I Dolt?41 -1 - - �/4.lza� ..= , r 1, I -ASS I .. -, - ", S I It I , - -11 � � � 1 GLAS 0 � I - 0 1 .k� , � - I 11 ,� I- w tat,,*a i O 11 , I =%rl-., , it I I L"_ 00 76"� if 1, I if ,,,, I I � - 1 4 � : .- If � j I t - Ill I I ,� ! I 'L* MAX " I `L' VAX. i 11 "u , i - I ! t 1 4 ' 7" _ ! i I ,- M... - I -L' MAX I I I 11 � I PANEL LENGTH - i 1 4- PANEL LEWG I !i� . ! PANEL LENGI IT I . - � 6- PANEL LEMON (SEE ELEV ON 8 - _._ 'A 11 I ($a ELEVATION IT 11 I I (SEE ELEVATION ON SHEET 12) 4" � _v - I A , , (SEE ELEVATION It - I , M � I - , 0 - I Ii I. Mi., ; I 11 - - I ON i2i J* Mir, ON SHEET 12' 11 � ! ON SHEET IZI It-APAPA'DON-1 I , T I I !�_S PARAIJON - ; � It . � - I I if TO CLASS. 11 _4 - _!] :1 TO CLASS 4 / I _1 - : 0. ---,-.-., . . . . . - ___ I I - If I i 9 I - IT . 11 - _1__._ " IT - I I . I 11 I . , -- ,;',��,� '11,,",-',,-�,T,;��', � 1,�,Wf��, ;,,��`�, 1 [- C', � � , � ,1 ��?�-�,,`, �,,,,, -, I I v k;�_'�v;��-:,'-.;� I L/2 - I ?��,,`,','�','�,',,,,,` I ... ',� " ,,�� ,�,,-�,�,�,,� 1 1 ,/2 ; � � �,��,, �,'�j ", I `f - , -) , 111 ,_ � ,�"?%��,,�,,�, �1� : I I - !p %% f 11 , ;�`,,�� ... T _1 (� 11,1,'�.,�,,�, 1. 11 , I -, i . �-�,��,,,,� - , , " I , . � ,� '1_ � I � cl) , 1 �ji e ,� I'l- I � ! x , . �_,,, I ",,,�,�� , O . go I I O. - X.- , . E.O.. . , I I "" ( - I I � - I �-�-`%� . ,�,�,,-t�l I �, i__ i L, � � - " - I _41's) , L-4.-I ; i � i- -It* , � . ,_-,�',��,5� �:� , i L, �, �1 ; ur , : I - i 0 Q vy =: - _� " I , � I I I � I . , I � � . - - , - I , - 1 W, I ED t ,;� I - -- I I ( I ILI I , I- .. v Ea I � , 12. -� v -ED . - g 3/4� L!_L_1 ___1 ___ - - I � 1 io� ... I ED _�`.. - I I .- __ __ , I � I, � I-&. NAAR ..". - "' , - . I w I ... .1 - - �, 11 MI , '-, . , S: __ I I I ".- � . , � � - � - 5 , I . - , 0 121/2 VC, .. � T? 1/2 Oc. I �� ., - --- (4�j 1 1 1 C4,, , , I � 11 I'll ., "I I — '-"r 11 ��l _�', . 1/4-0 TAPCON . __ 1/4-0 TAPCON ' � Ileft TAPCON � � -1/4-0 TAPCON ; ANCHOR 0 9" O.C, I ANCMR 0 01 ac. ANCTDR 0 9' O.CL k4owit 0 9* OC I j � DOSING POURED CONORM DR � EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR SDNA UM CONCRETE OR I (TINCRETE SLOCA RECLINED _._C`0NCR.1m BLOCK REQUAM, _ CONCRETE 8LOCj< FWOUITAW I p%NRETEP11. REWIRED 900 R-1A =[ON R- 9 REGULAR PANE 9 M&UNEL D REGULAR PANELS 0 LYS�AFENJINFL, WALL MQUNTINGS WALL MOUNTINGS SCALE 3/8.1- 0,AM0 � U044", SCALE 3/8-1- 'Op"Wit � 716"'N" F-----"-- I I - I "I . I ''I , I � , I I I ''I , :", " - r , , . ' - " . , � . . I I . I . il I H EXIS I Gm� I I � I I ,�. I Ell, 11 I ED. �,� , � !-� 2'.4' WOW, ,, I PLATE :1 . REQUIRED I I I I � , I I I � � I I I AL I k I L___ I SCE SHE, 'ta & is MR ANCHORS ANCHM TYPE - - 11 T"E & SPACHO " INSTALLATIONS INV Upoom wow fRAME BUILDINGS. 1009whi AKIO SPACINGS AND MINIMUM __ __�*�,��sm�a__.L�11_ *AeMMMMHo,, CA- (KI comWo,o..) �&;; �&� (w -1 - z _3 EDGE DETANCE Ir IN SCHE� R WXTED O� LffW ON SCHEDULE REDUCE ANCHOR SPACANG Ur .-I-- - '"L""' "" No FN` SCHEDULE By THE FOLLOW C"A" ACIDIC OM 01SU11M = FAVION _ ' 1/2' V� FOR THIS OPERATION TO HE POSS"LL REDUCED SPACING 081"m USING r"CTM SHAUL NOT BE LESS THAN --- -- - .. - - __ - -2 1/2' .- - - - Lai, __ "ILIUM SwRe, INDICATED FOR MIT At 'ICNOR 1'r 01, TRIS SOIEDULI� jr ------ - � I 1. I . - !00 - - 3 v2 . . - m a) W = cn -a -Fu > a) C-- -I.-- 0 " a) a) L_ 0- 0- C 0 -a 0 " = . — 0)0 m -I.- -a a) -6-,, 0- Cn - a) -t::! CD -0 0 -0 -= -0 C 0 C L_ 0 C�L -2 C: 0 a) ?�: Cu C: 5 .0 — tu LL- .+_ 0 — M ;> .w . D -0 (n E a) _#� CU 0 CL C_ �— ICU -0 UP . = _*� U) C:j - < I 4 z z w mi 01 I C, 6 - I------ +EZI/iB. EZIW/18 ANCHORS - - -_ - - - - - - --- - (SEE SECTION EZI & ALIERNATIVE CZIW Or,' SHEET I3)____ ____ - -_ - -I' M - .-3, M-- I Mr. I *(sa NOTE 2) _1JR_/@ � C9 �(SET '. ,,,, NOTE 2) JIM!" &M�_ - I I I - F - r � 0 EN6 - - - :zz:=f 11== III K" C 11 �� .. . - .. � I � I . � I , � -31.6,0 41viIII.Vir, 1 - __ � - , i I t I - . . ,__ - - IF � OP RWC` L�AST PANELQ TO BE Ilu-�A_1[ E,-, AT EACH O-ENINC S�Ai. t M WAYS RE I/2', I T-E-7 .. -0, 0 - -_ . ? I - I - I : F? - I ? . I : :: I �11? r I - -I-- - I J e i 1 1 1 I . , I 1 - I I ,- 11 - - ! ! �ROVTDEL RZ - 10 - ON � � , � 1 . I I t i �.. i I , I W1 ,AR HANO-Z I FACILITA-1 NSTAL�All IF WENDED I I ; I I I To BE ,NSTAI._FD FROM INSIDE jF STRuCTURE I . I I �- I �-,, 1 - � � I I . I I " I I I I 1 1 1 � I I if I I i 1 I * I 1 i I i i I ; � ; I I I I I i ; I � I I I " _�fr-, q I t I 1 L 1 I I I f i i I 1 � I I I 1� 1: � I i I I � L 1 I J I � i i 1 1 i I I i : I T I I I . I I i I I i ! 1 1X:r, T " R i d i I . 1 � t . . I I � I i I I � � I r I I I ! ! I I i � ; I 1 I I t i I i ; I � I . I I - , , - NOTES : , - � -- I I i J - - I- �.�_ � I g � I - I I - I - - ... - , � - . - � - - - - � I - 1 , i L I L=, - - , I - I -- . 50A I , � 11 - I- T� CIL - - *I , -,, ?, , 7 T _t - I - -, - -1 1-1 T, 'I - I - -, � - ,-I OF 'I I (I) yl� E-2 HAER37STORM PANCi 51,51HEM i � I TRACKS OP A, 307TOM , I I FAINUEL, , � MAX 'O r, I PAN I -� - ROR PANEL) 1 FAhEI)' I I "INTERIOR (RiTrWOR .... F. � ON u I I � ENG I I I ('N, I I " I t , 1 ,LEE NoTc.. 2, .1, 4 ,� i ; I ! � I I � ! - I � 1 , I I I 1 SE" NOIF'S 2, a, 4 , , , (2), EN� PAN S SMALL ALW S BE CONNIECITI) [O BOTTOM 78VICK , 6, , To I I I - I I 1 , I i t , t � , [ , � I -0, EL i � I ! � 8 . , -- A STIH 9 DI'D OrHERWiS .JP ,LIAtL BE �ROVVDE[� AT P OF SUCH I I I 1 � ! i � 1 � 1 1 � i I . P ; i I 1 - _" - I PANri,S. ' � - , _! :1, 11, 4i III �7 : CFNEL LiHcU ,,�7 i i i � I i ! I 1 1 �� * ! j 1 7 i I I I * I 1 1 1 * 4/- 40 I,' P., , - , , , - , , - I I I * 1 1 ll * 'I i - . � � I - � � (11 PANELS TO fRACK, i� � - �) *, I I 11 1 7 � 2I), IF FED ARC CONNECTED ELOD'NII CONNEC,TION � I I , 1 1 I I 1 - 'f I I I I I I I i ' I [-, I I- 1 I i I I 1 1 1 IA , I SHALL CONSIST OF 1/4'0-20x.)�4' MS W/ 7/8",,I,3��2' W � I I i � I i I �-' I I I - BOLTED PAHEL5 Al )/-V-20.1- I NUT JR 1/1"Ox3/4" Min THUMBSCREW F470 TAPPED 8071r, Z�hc ! 1 i L*J I I I I � , I , I [ � I I i i � � I -� S BOLTS W/o 0 LA ol-LB.Ar, I I I � LOC I � � i 1 � i I I i 1 , � ! 7 1 TRACK AVON OF FASTENERS MAY BE AT EITHER OF 'W- i � i � I I i � I 1 1 ! i 1 I i I I � � . ME1 sErTION- AS APPLICABLE) I OCTERIOR I-LAT FLANSFS OF END PANEL I 1 1 [ � i 1 I I t : ; I I � J I , I I 1 � 1 � I, I sox _ , �� ; , - t LI I � , , - _, 1, L_ I 1 I I i j � t I i �_ ! 1 � 1 I I I � � 'i __ __ -1 I - - I - __ - _� - - -1 , . OF. -� � - � (4), IN CASE THAT CNIQ PANELS ARE NOT CONNECIFC, In SOTTEM I , - - - , I T � - � . I I . I MAK, TRACK (Le. A ��n,p BAR t-S ONLY LHSEDOAI IS-) AL LEAS! IWC � r I I i -1 i 1 1 1 i i -I , 1 : __ 1, i - - I` i i 1 7 4! ! i I F � F-11 'I PANELS �HAL, PE ,'04NECIED -,(-, 9011 M TRACK USINC SPEC$ 4", I - I I , __ _�1_1L. - � I -t�-�—�--I--H--i-4"i�4--44--i-4---�-i UNDICATEC, ON NOTE 1-1,) ABOVE i14 SUCM CASE. C�ONNECTtOri OF I t-F-F-1-11 4_i� t 1, ' - ' T' T.T 4-4' -I-i -+ 11 I V__4 1' I I I ! L J -1 L _J _J __- I E-L-K-til J -IL _1ZE__�_I_L_-J_I_J_LJ_.J_J I 11 -I- -I -1 1 ----- - I - I I PANELS To Y-ITTOM TRACK MIAI OCCUR AT ANY PAVEL LOCATION . _ - ___�_� _,` -0-1 I � . ,I � * . II . I I C 5 NOTE , � _'_ ____ - �_ M_ - - 3 , u. - I V SEE " U,,, I VAIJD FOR WIND " If) 96 . �� -'E ' i .1c i�OTF I 7 P, P M Ar�c iD, - rTNE - __ - � - --lsel SECTION E7.1 � AL`CR; E21W 014 SlIECT is) - - I- I I - .. - EZ I / I 8, ,Z I W/ t 8 F TYPIC L.,.EJ '19N FQR SERIES 20 ANEL(J � �Y5TEM (t) :�, SCALE: 3/32'-I' " 1,� 11,1 I I ,,, r/c M.,,, DAP I ��,_� ?�66;,�Uvuu_ GvER,X, � I - 11 - , " - I , �:� 1 I - , -I WNEII tll 1-') i - , I - I ., - � �' '� , 1,111- - I - - - - - I 11 -- // I I __�_ 1��7 4�_ " - 7-K- , , 1_/ 1 ,", = �1- L �, Z \ Z_\_.,_� 1/4' . [�,�_ I N[AX. CAP J SECTION A -A 1011 ...... FN�, I ...... T SCALE 3/32'= ,,, R�_Iz� /7"', " ...... " - I ` . . E N ---�4��S FLORIDA BUILDING CODE (Non High VelocIfy Hurricerng Zonal Z � Z . � 1 T202, 1%Tru . - Z : 44167 ... 1 2J, GAGE GALVANIZED STEEL STORM PANEL .1%, 0. I: � . = I - �* E - = * � * I . -- /2li-lull. = . �ii�� ___� GLOBAL PROTECTION PRODUCTS, LLC. or burE 1� ,�;... � �TAIT_ 0 . - �/MLTEco,.. I\ � Ii,. 11 SINCE` � _Z11 W'7z FuLff trall" A, tMolroUIRPHO COUFAWY S, '0j, . ,Q)AiOl , . . - - N`MCL, It .1. '-C I = I I g I 20-175 � 'is � L I I I=- P," ", r_I_=,.= C-I iielrf. EM r-I,sill-_7 . . ..... , - --- - r .., � " , I S -, 11 ""U ,,,, ILI � , C',40.11. 1--T I "I � I ;,I PIC, I - , - I "'I I OF I- - � , I &NOT, " a Uri Nh Huou � I 1. . � .1IN7 1 1 I.. .. .1 , .. - - . @M ENGINE-Ef-IIN(3 RGUk E14GINCERIN13 EXPRESSO PRODUCT EVALUATION REPORT September 15� 2020 Application Number- J7§§9JR2 FX Project Numbec 20-31543 Product Manufacturer All American Sbugers. and Glass Manufacturer Address 1640 Donna Road West Palm Beach, FL 33409 Product Memo& Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 611320-3 ' 005, F.A,C ' for Statewide acceptance per Method I(d) The product noted above has been tested andlor evaluated as summarized herain to show compliance with the Florida Building Code Seventh Edition (2020) and Is, for the purpose Intended, al least equivalent to that required by the Code Re-evoluation of this product shall be required following pertinent Florida Building Code modifications or revrsioM Substantiating Data: - ERODUCT EVALUATION DOCUMENT,$ FX drawing #20-31543 tilled'24ga Galvaruzed Steel Storm Panels IHVHZ & Non4WHZ)', sheets 1-5, prepared by Engineering Express, signed & sealed by Frank Bernardo, P E. is an integral part of this Evaluation Report , TEST REPORTS Uniforrin static; structural performance has been tested in accordance with TAS 202 test standards par test reportis) *BT-ASG-17-001 by Blackwarter Testing, Inc. Large missile impact resistance and cyclic loading performance has been tested In accordance with TAS 201 and TAS 203 test standards per test report(s) #BT-ASG-I 7-001 by Blackwatef Testing. lnc� . , ,,it, !=I,� CALCULATIONS ctu been prepared which evaluate the product based on comparative andlor rational analysis to qualty, the following design crilientc 1. Maximum Allowable Spans 2, Minimum Allowable Spans 3 Minimum Glass Separation 4, Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954 ) 354-0660 1 (866) 396-9999 TEA M @5ENGiNEERt N GExpsess.com ENGINFERINGEXPRESS COM "t ENGINEERINC3 Page 2 of -1 All American Shutters and Glass - 24ta Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design Of this product Separation from glazing is not required for installations outside at wind zone 4 and assenfial facilities Impact Resistance., Large Impact Resistance has been demonstrated as evidenced In previously listed test reporbs), and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated In the Spain schodule(s) on the respective Product Evaluation Document (i.e. engineering drawing). Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document H a . engineering drawing), along with all components noted therein Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e- engineering drawing). Limitations & Conditions of Use., Use oftnis product shall be in strict accordance with the respective Product Evaluation Document (Le engineering drawing) as noted herein. All supporting host structures shall be designed to resist ail superimposed loads and shall be of a material listed in this products respective anchor schedule, Host Structure conditions which are not accounted for in this, product's respective anchor schedule shall be designed for on a siter-sperific basis by a registered professional engineer. All Components which are permanently installed shall be prolected against corrosion, contamination, and other such damage atoll times This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) life'Pectfull.y. I � ,�', _�` ��I., " . - � - -, ___?`,_LH. - -0, _11. - ,, ,�� ;.,i * '�- - . ;Z, " '. � � . �,�;, It, `E,�, Il`w, �, � " Div 5. � Irll�� Frank Renriardor, PC, ENGINEERING ExPREse 4110)046549 I Cert Auth 9885 160 SW 12"' AVENUE SUITE 106, DEERI`IELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TtAM@ENGINEERiNGExPREsE,.com ENGiNELERiNGExPNEsS_cGm ;A1111a,IIE,P�,�, I ,._ - -I- � I,- -111 -1., � - "IN 'I_�,_1ILx1X 1-1.1.11L I � �;; - I 11 - _IZ- A . ,� I 11 . - -1- _1HI11 11111,111 ��_,rlll.,," l' I � � ',I", 1 lftll��71�111 ., , I te�,-,-,� - �111_""T: - _``�`,3 1 -4�_ '_�i 1 - L__ I -_ 1. I I D'EIC, / I " ,-,,,I,,, I- 11 I _11"I 2i P � "I 11", I �', - . - - 11, ,F , - ; "I r " -r-"-f - -1 . T X,�u L�'-. 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NO 0 , - I I "I";:10 1 1/2' 4,1,,�r";�� -11 -- , 1 � 112- � m. , � . 11 I' Mcl� I i I L !I- SEPAT94DON I I 9, I- Mv,� � I i - , 3/ , I., I � I e`P : , -5 1 - � " 10 � 11 � -lu =1iLt 1-1 ALUMINUM POP : U"'pL,r ,0.1=0 � , M mum AGE, � � - �� FrivE - 11 0) RW It 1 7 ! I I q___V,1'__ -1 I,_ _ I ,,�=__ �___ -I-----,,--- R ��- -t��_ 1-11 - --- -_ V-0, T, 61-01 I/..- � I I I , 11 - . It ,_ I I _&.� i MAX - .Oa�161 " i - " * -_ -I'- - ' - 11 -4 - -I PANEL ,ENqTH * I PANEL LENK;7H * '/ I I , ty - i - I '.i'A.g R I I I 11 � I I . I �, , - - 1W �_ - J- I li-11-1-- ..... . I - _-A C, I ---I __ - I - - I I _ __1. - - t , II ,* 10 Mu,' I* MB,_ 0-1EPARARON- I : vj I It To OtAss. _(31 B-SEPARATION, . I r, TH4'0-20.2' 50 I UMESCREW X � 4 i 50% it In CLASS I OF ILI I I � /4'0-20,2" 4 � 1 -L" It I I ! C IiMUMBSCREW 'IF I I I i I 11 `� I 0 I I , . P -, I I I I'll __'_ - ; ] , , ,__ I -1 I I I i - . �� i _Z ,- ,,�� _J --I-- %A4 -_ -_ __ A� E,bl �-,,,,,-,.��,�, i I � � I I .�__ - L I , , ", A�. 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SIATE 0 , � �, __ - 071rl- ,< , __Tt ------ GLOBAL PROTECTION PRODUCTS, LLC. .. PANEL LENGTH. � , 0 - '-- /` I I L I E C 0 ..,� \ Itsixi l;,. " SHIFT S1, 0 � � _. , �JFt— 2. FOR MEW WOOD FRAME CONSTRUCTION: WOOD . 11 - .. 1_1 TI-i-i" . ZP,3r%IRW.-dWX-, 4 " ., I, FAH.. - ___. .1. 0AW. flL SMI,l .� . � 0 20-775 , tX I *1� I - 0*� 0WIXT-II", EI2 Dit,I�IVIA-l'.�r, 10 OMHLINNNE�l NEMS-.Rs To BE SOUTHERN PINE No 2 W1 SPECIFIC 14l Of � 1��* ______T DENSITY OF O�55 OR EQUAL I th"Intor /S001UAr1`oXn ,09%719 - it I . . 4 - I - DRANIf'D N,I . 10,LPA I INUT" ILL I . I I am J2 , i�, 0-7 ; i - I.... En **r u, OF Lr - ....-I __ - - I . . �� ALL AMERICAN SHUTTERS AND GLASS � 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) �J �__Lp WIDTH UNLIMITED, ERR TO PANELSPA )--� , QPTIONALWL_2C_STJTCH EiQLTS WITH WA511ERED I- I WINGNUTS FASTENED 0 11 OVERLAPS @ Mil DsAAN (USE � ,� - Vl e , APPROPRIATE SPAN TABLE) . E I % �- Ig 11 I . �O M _9 z, . --- _;__ F[-ANVIEW i I �, �!il ff F 'fiDi�l I � ,,' V I, %6'2� R011SE, - i[ma - / - I * ; - / I % -b I , BOTTO I. I (Cow _,Yi_�,� - \ I , , � 1� I RFQ'()) -� MAY BE AT TO - - __ /' �1 TYPICAL VERTICAL MOU'LETTFOIEVATION \IV N T S, ELEVATION TOP MOUNT L.MaL, (CO N TYPE AS F,EQ'D)-\ (SPAN ABOVE I I, I D07FOM IOBSTRU CTION) !i - N 1COOUNRETYPI! 2.T nt� � / AS REQTDI LK . .9 � N� ;C` , . I . . - - 11 -OBSTRUCTION �-. i - - (LOCATION MAY VARYj �i r. ,L I -� � 0 - � TOP MOUN'T k11 LII (CONN TYP AS RECID) BOTTIJM MOUNT �CGIJ=N PIPE AS REQ, a) Urn ISP IN DELOW � -BS'T' RUCTION) PANELS MAY BE R, OTC ED " """" PRO"T "I � NN I """ Y4,-20 S�TITCH fIOETS WITH WA$HERED AN1;.O�TAiIE._-.'1;_CH N I 11 � I � � W1% NUT$ FASTENED @ , OVERLAPS 0 MIDSPAN IUSE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION _'\ (NOTCHED PANELS) /_2 \_J.,/ NJ�s _ ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 2- GAUGE PAN ELS, IT" 11 -111, R 111-1011 Ilum 61,11, IIIINIMUNI (HVHZ, WIND ZONE 4 Is ESSENTIAl FACUITIC3,) - --- - 11 1 MAXIMUM � I - o"A"'r ALLOWABLE iN5IA1LAbUN5LrsI VISTAUATIONSFiRIATER I � `A"`UR , SPAN U-.1 THAN30ABOViGRACHE THAN30ARDVtGRAQr I 1 LAV) I I � i____k1._1_1___ ,,, � � - I3004,_ ...___..___ - 1 Be6en - ------ I-- __ 16±� - - i- __Zi-S�"___T_T36vI,, _ __ _ ____ 646.� ___ _2 ....... '2161I, - 1 _11 _-, , t-40 I __,_ - L30,01 1 . 1-1- & af, P, , - , , - ,2_A1_1S,4_!I_ , - -_ - 11- __ � -14N I I i ___1 FIPI,0 P, .-.--- I I -- � - � 6,06.I _ ____ A Ir ILL � �,,Ov , ID0 D ill I, 06 ,,, IA15T, � IIS5 .... Irk�,Ln *SF. I 1 , � IS ... - , __� � 7i.-Ew- ; ... al � I".. __ , .f, G99_N,,__ - - -1-1-1 . - ____ �.k,l�!I, -i- - � --- - - - S.11 III - ___ -----,- 172 V. :iFAN ti(_HtUULt IIJU It-'): L ENTER SPAN SCHEDULES W DESIGN LOAD & PANEL FASTENER SPACING TO UETEVM _ INS MAXIMUM ALLOWABLE STORM PANEL SPAN, SCHEDULE IS ACCEPTABLE FOR USE WITH ADS Live LOADS LESS THAN OR EQUAL TO 2� �PARQEL FASTENERS' ARE STUDS US ,M IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS TIf,_TAAOX� STUDDED ANGUE. ETC.) USE 6 4H C)�C' PANEL FASTENER SPACING TABLE VALOE5 POP ALL *,4'- ANO'V`-,HEADERS (INCLUDING BUILD OUT rGrin _ FrIONSI 3, LINEAR INTERPOLATION BETWEEN LOADS 15 I � � 1, Ef.'TMSP4t4SCl4EDU�EWTrHPOStrIVEDESIf,'N�OADTODt�FE',l,i)t4E MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PAOTEITED� 2. SCHEDULE IS REQU IFLED FOP. USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEENI LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGMER LOAD, 3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILETES ,IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPArLAT TION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPAAATION FROM ,-HE I PROTECTED OPENING IS RMIRED. "'B"'Ll, ,I 1 WMR."AN`,'A1 - - .. " �'_ - '. 1. _Wv_i,�, MAXIMUM ALLOWABLE �j-,',�--'�'1`� , ��. ��, FN* O."t, DESIGN PRESSURES: _A7 .,C.d "I'-' ,,, _��_�� , i ,�, "N .0111" . i Ix. ,,& � I 'Y" AS NOTED I N DE510N� - DESIGN NOTES: SCHEDULES � "I � I, I �10 N . ", POSITIVE 11,11, 111?TI,11T,111M�51�,GN PRESSURES CALCULATED I- I I, 1z, .M GZ 5, wErM T� , , � PER FOR JS , MALL BE DETE v II - 'a, � � E� I�,,�MINED SEPARATE ENGINEERING IN ACCORDANCE N TH THE CODE R ENT�1NASO_,RIErL ,��: ��_ �,'2. I -, I %ERNING ,$�Unk ,&MGUPE L OR"' NO � H,TE, D D MC �FUMW ,,i;, itu) , 91 �, -1 ff ,,, h , A BUILLIONG GCODE S A N .� 9OF EP Pilo r,H LL BE _E�5 TH" E LOIRE 7 %EITI;?�_,,T�VESOP.NEGAT EDESIGN HEREIN FOR N�ux & -,� � , , -- 9 !�,,, I, I 0 'RES A;A ANY , V LISTED ASSEMBLY AS SHOVAN, ,,k< � , _� i-. 1115 11 I. t - 11 It �, " 8�� I GENERAL NOTES; ,, � !� 3:�q--.- I T111551EIRk A' 1111, 1111IGNEDIND SHILLEI FABRICATED IN I t., �, ..A.,E W rT,�El ACC ,�Ul I &EVENT EDITION T MOB ' N ce FLORIDA I U I WIN Q C 0 Q E H OUTSU0BQFTrIEHVHZ. PER .1 IT AT t I I . '." III n ?VA D3 I TAS 201, 202,AND I IT PsOTELCOLS� CORT'SACTOR SHALL INVESTIGATE , ,� - , 2 NO 22-I/3%TNCFSP.SR IN ALLOWABLE GTRESS HAS BEEN USEDIN THE :� DESIGN OF THIS SYSTEM 3, THE AKFUTEC71ENGINEER OF RECORD FOR THE PROLIECI , - ILD SUAenST UCTURE WITH WHICH THIS DES 15 USED SHALL BE RESPONSIBLE R FOR THE INTCGRITY OF ALL SUPPORTING rN DESIGN WHICH I FACES To THIS a .: . SMALL BE COCACTRATED IYTME PERMITTING CONTRAITOI, 4 SEIARATE ,_."__IS_. NEIRPH. SHALL BE LURED IN im � L ORDER TO DEVIATE Fl,eM LOA0S,DEFLEC7TOt,4,S RSPANSCONTWIED ,,,, � . , H EREIN. CONTACT TH B,.,,E ,.,ALT,,4TO MAY BE RE 0 SPAM CALCULArICHISA9 U-) A I- , THE SVM DETXLEO MEABIN IS GENE EC AND OCES NOT FROVIElf , W 9 � IHFOREIATIONrORASPECIFI�SITL FORECTECONCIETIONSOIFETZRENTPROM L. Ed g o , i I" o LED HEREIN, A LICENSED ENGINIiERCHR Kf.GJS`TEREO ARC�H'IC".'�'T.'Ho'�'ILSL".��TEAIIA�E J SITE SPECIFIC DOCUKE HIS FOR USE IN - ig r 'I 8 N J'k 9 I .UK_CNVuTMT,`LISDM.Me`J7` 6. DESIGN PRESSURES NC17ED HEREINA,KE BASED ON 61AX1141JM TESTED . g 6 :� ff , _� t PRESSURES DIVIDED BY A A. oil I " A C " '0_THEk1LVJ3'VF'A'.MER'0S UJiIAU.SE Ra,'S - NOTED �Y!','1'011, G'R1'ATT1$SAr GRACE 71FU11A CADMU VIER: 'CoRl = El q 164 'I n E g � 6 E . Co"'C' RES IS NJLCA A- RIALANDSN OMR V 9 SPEC I A 'T T ' � L IT � TICNS "O'll 7-, �, r < � i I' CS � r7..N , aSYTHEALUMINUM ASSOCIATION, "�"' AL 'IN' AR' N UM� 7 R MLR _, , R_ 'T.TEr I X E AIDIOR LOCAL CODES, u 0 I III: A F SH LL B �'. I EL. I coo�.. It AL_.1.RM ANHB. A 'FE ;I 9 STORM PANELS SMALL CONFORM TO .TF, A � STA U_URAL.CUALI1 �3 1 STEEL, CIE. GALVAuIRED COATING VuTH A MINUE"' 14 r 1"81 KBI , 1 0 ALL ALU MINQM EXTRUSIONS 5 HALL Q E 6063,Tf A`CU MIN UM ALLOY, X: U4LSS5 NOTED OTHI ERIVISE. < 11 TOAR, BOTTOM PETAIlS ShOl-IN MAYBE INTEK HANGED AS FIELD CONDITIDWSDIC?,TF PANELS MAY BE MOUNTED VERTICALLY OR -I HORIZONTALUA APPLICABLE. `- CONCRC""v"""SN`T`p HERIBUISHAI-LBEEMSEDDEDTID -A < . . NIIN-rPACKIOCOICII-110"L.�Y'.IISTrAIL(ON�RETIANIHCI�.PIR MAN UFACTURIERS.OMMENCATT.Ii I 3, THE CONTRACTOR15 ReMNSIBLETOMULATE OR PROTE-TALL 11 1-11 - 14EIA BERS FROM DIS'sn"EAR MATERIAL& TO PREVEN ELECTROLYSIS, 110. P. TILED l4, ENGINEER SEAL ARE HERETO VALIDATES STRUM PAL OESIGN AS SHOWN "PLY USE Or THIS SPECIFICATION BY CONTRACTOR, III, 3i, !I W2. . . s I ; I IND6MMIFIES B, SAIES HARMUSS THM ENGINEER FOR ALL COSTA DAMAGES INCLUDING LEGALFEES Sk APPELLATE FEES RESULTING MOM MATERIAL "' ' ER "" &CONFTRUM.ON PRACTICE BEYOND THAT ' s0.1 'L I -. I - I a 11 I TC1'FAB . ICALLEO . FE_PAL C..ES BY �'CAI -11 5 F9.1', F"KIS 20 , , i M "LIXEIST"As EIIA�& MI.Vt DED HEAMN, NO ADDMONAL '5' CERTIFICAILONSORAFFIRMATION - -2 , AREINTENDED, �15. ALTERATIONS ADOTITOJIS ORCITHIEREARKINGSiTOTHISDOCLIMEUT is 11111 ARE NOT PERMIFTeb ANO INVALIDATE THIS CeRnRCATION 17, PANE L55HALLBE PERMANENTLY LABEUED�WIIH A MINIMUM OF (1) LABEL PBP BIBBY 3.0 FEET, CONT&MINGIPIEFOLLOWIN G IN FORMATION! I ; 11 .1 I I . 113 - 3EIrOA:HRbDJcTAPWA6VAL MUHBER CaMsiNTERANK"FINN'EMPE 20-31543 �1� - __); VISIT ECALC.10/31643 Ill $o 0 Elikfl 10 N ,,;, , , ' EIR I- 3�1- Fl- ',� 'a ' - F5 _'_ . .- .1- I xxi I Mi H'11��, I _t�_ I �� .w ITLIVIL-II-lI F_ wvw - __L_ � MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANELS) TOP MOUNT 1 1 �12' � . 5 '! 2� J I! �- I �____! ,1 A!, � I �- IF �� -.2-221 4o, , 5 .1 , �` 2 � � f - I tL t 1 , .1 - a g -. 3 I 5 4 .2 � 9 te , I - -. i I !. ! r. � - � 0 � _BWkW`U`F4.W.I Cr Cr M 23- Zr W 2r 2e U 24- 23" 2W � 2.5 & -U` �;Il . F' IF Ir 2r 2� 25" 2:- 24' T 24r� 2�7 26" M 2,IS a S.NJ AnP " 23" 23' 1 I" 30- St' 11- 3W -n* 3T Iv` 3a", 0 - - B.,1WIl "r TI..k 24" 20 24' 37 ABE 5T ZIF Ir 21- 48T _'(F 53' � 7- TIlluk 25- 25, 2e, 31, SW. - , �g-, , SIT 31, SIN" Z 0 _ 22' 2r 22' IV ZS` 1 31P �5,, -?:,;�, ,I. - 131� .. 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"I ",, � "`, "' � '""A�" -, , u, 'U"S"Er' 1- YI� '01 .1 - NVT I *M "M tYJN4ftH1 K" .11 1.51tl� 1-1 i I I HE ,,1_M,11i � I F U M,LA.", . ,:,V,- o � "' _- Vl� 111-ISION TO .Ar.10 1, I, I � I ....... � I lt� 1 V _1" C, IN =111111 ,/'�"`)11 I ///�,z �_��Xeq. � U`NsIRl`_-T E __ sl�lllj AT - "tt "I'll- IG111. I. . �_ 11��M, -.0- IE . - ,-I,, - Q-_&L EGRESS PANEL DETAIL M I Et."NINIS =Zav�t�ljh 4 I - �_ �4P;��,�,--� -,- I �_ I �_ " ��, , , . 11-f - � ,� , . It I 0 - ,D � I- I - ,� i UIA, Ax - - - - �t' 8 __EP4 1_' - . 11-1 ,-�H ,- .-- x� . I - g< jr �_ �, � <.R 11 -- -, I �_ ,� ,C III,$- 1 ;4qA1E "I" 3,'g 1_ 1;rlg�j Pc . - 0 t It , 0 . M � < g � . In j � � "� a e - O!n - r.- 6 T� ,f -. I =, f . �! � I , =8. I 3, En . 5 -:,� 8 A, r, . Eg M A- 1 - .,, 8 �� E-1 3: � C) cc ULI 3 X: IE a cn C%J iz co r� ___-� ) = CD .2 -= := "= W > tAJ _J 2 _= . - � ,= C_ C= In Ili C, = "O C.., �z '7L -0 5! � � = ca . 1= - .� -% st -% W -Cc - C'4 j;,' - :0 2 W CP _= .e =F � = - :-- ,3 CD -�i .fx: (J .9 'M �n - cc 3: W T -= = . 45 C5 :P. = = .!= M . =. = = ;:11 Cn =-.= = E 2 0 C3� U - en N.,Nko.N' -1 , 0,165-W a0106 I., . . .7',-, zat _-r -I%- -, ' I-2.250" D GIN, _�-2 ISO- -7 750" -I __1 " ,,v _LI . :__T`1� 1� NF TCO60" - ��250`,, - 0.730"' ? 14 - - _oG94 0094 .:; i 1; I - - - SAV. . . 5� 9 _E0,52s" ,� � - Pi I I , 1.25L a � = - . T QA25"_ _� �' 18 GA b. § �L� :., �f -4 . I, TYPI � L6 TYR T ��,� I �, � -� I a o. �� .,os,I� '- T =�.126,i )10941, f� --�,4 � ' .;03 .(CI4�� 6 �� a &2�1 L , �_, T 11�.e U I T0' _ , ,, 6 - 930 J-2 990"' ' '5o 400011 � ,:,� Em , B 'L r�V-M-4 " � _ 07%', D 6�W--- �L D IGA _ O,+� , �, J,C " 'YP ,&2�, � I '94 � J � , ", , " T _ 11 ,Z J " 7;, _J - " Z 'i;i , LIDIB � � OL -1 _ I I �, I _ V ., 'Goo CE, 1 1.930" __ 0375' ici� ,.� 5C4 TYP _ 11 !��,o ,X al. t - 1 2 � 4 2,00W �- 1 930- -92 250L . i3s -Iii'l- 6 --� 2.000" �- ', " �� W Or a §_J 2 1,1130-� (2;I� G _"Ll' @ ELULDt9UT 'U" HEAOEP @AAL�_ &L_� I�� . ,� 1, PKIN �, . � I -I' ' .��' U` L� 1'7IP O'VERArl 1% �L ��, � a �! I -H 0 1 � I .� D)Lwl,560"�- -�I.560" 1,5101, 3 350" MAX mv 0 313' 1 F '6�'%':Ulfk, 00, cn�;, 0376", �. I a: TiJN :! 12.50V PANEL COVERAGE L_ I .19 � ir 0.19011, §i.;, i��w . .D., _�=�� , - - i I 1. _� - . 2 ` 0 D"Z" R� �Ig' .. I I t� r��MrrT ;u Fm =�-. - 'CA 1501, a `� - I ozs&_L*� ,, =-- I ==F T ootscmur ' �' - I I_Y_1� "'� § , I i 14.875" PANELLENGTH T�� 0,090" XY - "' ...,It 'so ' - ?_�� D.WD - .71( 1 TYR _ TYP i I =,_ .�S_!_M D�1�2 I" 90013s,- -J (A P. so -ilo.305 I ne SULD-cul 'r, TRACK. 07X'� _�All 9;f . ANGTEYEL' TRACK &=m,--,Ru-T 9". , - I in, - I %E,, . � . a �1" - - I o Ii": 2 i . , F' S�5,, 0 i "� "'., Lj�LF " I C_,. Fdi�" M I _ _�1�1;1 ,�IT61 _LOIIH�l :� t �_. 'F / 111 I - x - . . IF�r" L. � �_____ _ 1, � � . ., ' - 1 �-3.000 - I � i 2 0 � -11, 1. ' LIL _�__OJ2F_� ,",�-,'E,S ; , - - utTI� - �, I _r ", - r i I .t 1 'I I I "..": i" .�'i "I* ANGLE -140K M�TENCIEIPI I I ;-Ilb-11 -Al � M r . < �, � 1,000" I ItC ?',Hcr-1�1GICATITIR = 8 8 b I [1-i'D, P"I'',,I ,',,,il'-Ii11 (1) � � OVERLAP �/_,25" MAX, 1"_, 9 i i 11 1 ,5. L, - 1 4" MIA Y A WRIAR QLOSURE DETAIL JL 1__� � Z - _� x � 0. I 6 a " I N �. � �_�,',, - =;-,,,, :.'F_ '10 , " 2ff'100. 9 t I MAX. ,,,j LIA-L111- \_/a � - 9 , - � � -"".P,- , �uj ....... .,. - Ex III I �,, 111111 .1� ,' ." III. , - n� ,F,�, UJ � "� " -GIJTJ,� .�7 , ., �r .11 UILD ,,� -, . ��. /��, , ,, 7 ,_. ,�. DMTANCE - _, � �'i, = ,v T -, I'= � 2 1 1 NN ....... )""H - `H .-I-.1t ,-I . , , _ F-r ,-- I.ODD" :� . `%_�111_1 � , "' _ _, _11�1v�,F , 11-1 HL-11.1` ;11�t '' I. 11, ? .- - ,J 'w ,_,j!IL�,1,.1 I I � - ,,, " 't'i"j n ,;L' -' � - -M 71 I., . - , - _ � . ..... ,,I ,�,, � � EMBED I '"' / __ ,_ _ � _ � P L" '� - I' _` I - ];.IIE::] - r- ' , MAY _` 't --'I"-- I F__// I I F ' , -I, 11 10 , ""L 11 1" B I �11 '� OVE 1i ';�� ' / , � I � 11 �I,11.1:1 -ill (M-4- u " � It - 1.00D, _ - , -, , I , I � OVERLAP r U I'll �Ltl " " .111, -,: I I . ,,'j,I' " - 3 E,20" - Ififill - __ I I, _,�, , , - - I -1 _X I � IL - -E '"I'll-,)", 1I1"1Iu,U,R ....... I , LI - L , �;. L.. - .... 111. L I - : - I � MAY Ns 11 I Z" .Soo" - ,�l - 11 UIL �' 1'uLl I 1 j I F� I I , _,__� ,�,L �/ 141!'MAX, - � - 11 �, I 6119 I !f 1, ` , , 1. , :l. I ill-' -1 �I� - -I. ,�,_, 1: = I �;L` t4��ZI'V�11 sv�,.� 11, K I I MIN ,ow .Ix� �=I�l . �, L:1- - ."RNSAcL0$UU`.B7x1 ,��= 1--1111111 . ,I :tt-," 9 I , � �� - - M�; I- ..."', 11 I - ' * - 13 -EMBED --r,,, i 99 il. I - ' I-- I'll, 11.1-1114.1- , "", - TR,�.UUNTC.SUEUE.ETAIL - A,_1 I 1, i I -11 " " � "' 0 , IF -, I a ' , � - . 1 4 . ANCHOR SPACING SCHEDULE: 24 GAUGE PANE�-., RAILIB-FASTENERE 0 12 S' O.C, . L fflffillllllllllllll�� I-- mnmm� �Ml MralffiffiffiffifflifflIMM11111 �m no M fflmmmmm M 1: �i_§ .833IMIMMEM =� I WME MEMEM91111-MMMMMEM clomommumogm�ffwmuwmmm ��Em MWHIMIMMMEMM�Mevmau iwrm�MMMMMMMMMM�Mmmmm IMEMEMIMEMMMIUMUMMMIR NEIRM 11MEMNEE Immu" Innim I�MNEENREffiffifflM - I I 11=111�mmmmmnu�ffmlm EMEIXWMEM�EMEM�� . .. I I . - � Uffim Wl�///�/��ill/�/-l�/�//", l' .. 101/i, r//////��IV/////,V//////F/////IVZ///��;////Pl�&VO//////�l///�////�"///1 /"/,�//l/;///ll////-,"�,. 17/m, IN "/"/P/,//l,//////", I/ "I N N t_�/VP/V/1////N/11F/M1/1"//1 �//l///// MITI 71117111 W///,V M r//////, I/// M r/////,i,� . - N �EWII"ellllrllllllvllll�IVIIIIII;�,�1111 60111 M M OWN, PREN, � EE IFR//011� V a M M W//10� N10 ME Em e11111111 ONIM/ � M pftl/m W/V/ MMEOVIle�,l��,l��1,11�MMVIII��IZIIIII�MWIZ14011,91 ��M . . ffiulmmlcm� wwfffflffimmm� �� __ . ll� M Flm� ammm��Mml= � � - : VN.Z- RM I nam EMMMEN9MMMMM CENEMEM � mwllgmm��Nli MEOW/W.".1miffill I' . MALL .Me. ,I. I 11 I It tL-I). 'r- INE'. I,-,,. N jip ill flici ir ,I .4 C,L C, ul� ,,r EMBED 33 'Al, . X- 41 0� 48 I 7� 12.9' 16,0" 16.0" 10,9" 12,y' 16�0" 16.0" 7.S" -11" 15XII 6.71 �z s" Tri Et iMu- 8 B-- 501 TE.0 ISMI' ELI- -12.5" ,2 It ilmd.li- ,I4st. . ... 12.5" IE�C` 16.0' 7.5- IZ,57' 16,0" 14,7" 6,0- 123' 16.0' 14.7 - 6.0 � ..", ,.�5' 16.Ul IS.." 1,50' 14.7 " 69- e 1.� ,la W' 1Z.5" iB,a'- 16 U" 14.7" B.11' 14 7" 5.11" 12. 5" 12.5" 15.9" J* 7" SO' J5_IV'147` 5.0" 6 .11,L VZ'o.lcCE 33 Woo. SuArw 41 40 D33VOU41413111110- I, ?I L2,5' 16.0' 16.0` 10.1" ILL ALL L2 I" 7.0- 12,F' 16.0" 10.8" 6,2 IS.0.1 14,1. SJ.. J2 5.1 16,01. 9 7.� 5�6.L J2,5i. JE.B.. B.7.. 5.6,1 _!LfL 1215" ITS-, F2,51� 1610' ' � " �8.- _,�-t i�611 9.6-1 ilz'�'5.� I 2.5, - " �_� IO !L&.011 , , 5, � I : IF5 5:-� 9.61, 5151� '�,;-, I i2SI '�8'II- zw. ", � 1)54� SLs" 5.6�' 114- � IV� 0.01T, 33 TAP CUP ICFW 41 * ......,...,,..t, 49 BE 7Z 12.51, 16.01, 16LO lm�l "' 11V 16.c" IIILV'WIM aj� '11,", 13'r 1�15" 11§ 2 , VIY�;, 12,5I. i6A.- EL Z - W11A 15JY' ILA" 12.5' _F_ 6.0,1 2 J ., ,� 1,t` 20":, _12,5`� F2.5 12,51, . I ".. ILIC�I ,601 Bill 12.5', �Z.." 15,01, I..." ,4,;� " B ", 12,11 i2li'll � Ig - �CUII ,,.. I VIC, , "S" BNEW 33 . I .... rl I `, E11-1 4i _ IrCBrurc 48 * *0 B� I I� "',,, j", "". !L2.511 15311 6,0,� 5 V, 12, S" f3.W' 5.31' 4 5' L,S` ,so" 7 all 12 s" 1Z "" � 4 ": 4� 8 25" 2-4 4-H 4 ` t2,5' 154' ILI" Z7 4.0 6.25'" �2 -3� �API 4 317 Ll��11 12 9" 4�7" 4.0- S,2S" 123" 4.7" 4 D" I E25", mi: IZI-147'. Aw &�V' f�,T' 4HI" � Ut ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TOALL PRODUCTS CEREFIFTED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY, 2 ENTER ANCHOR 5CHEDULE BASED ON PANEL FA57ENER SPACING, THE EllUITING STRUCTURE MATERIAL, A ANCHOR TYPE. SELECT DE51GN LOAD GREATER THAN OR EQUALTO NEGATIVE DE51GN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHUT -TER SPANSELECT CO NECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAIL5 ON "PANE ST1NERS" ARE STUDS SED IN CONJUNCTION WITH ALL MOUNTING EXTRUS16NS I I � - UND "U"-HEACIERS (INCLUDING 5 ILOOUT CONDITIONS) 4 ANCHORS SHALL BE 11,45TALLECIA ACCORDANCE WITH MANUFACTUIZERS'R�COMMENCATIord-� 5 HOLLOW LOCK HOSTSTRUCTAE51,tkUL CONFORM TOASTM C90 BUOCK� 6� MINIMUMEEIMBEDMENT SHALL BE AS NOTED IN ANCHOR SCEiEOULE, 7 MMMUM EMBEDMENT AND EDGEOUSTANCE E-XCLUDE75 STUCCO, FOAM, BRICE, AND OTHER WALL NIS WALL FINIS ADEQUATELY TRAN5FERLOADSTO HOSTS RUCTURE. � 9, WHERE EXISTINI95TRUCTURELSWOOD FRAWLICIERIS" NGCONDITONSMA VARY� FIELD VERI FY THAT FASTENERS ARE INTO ADEQUATE W06D FRAMING MEMBERS, NOT PLY COIX FASTENING TO PLYWOOD IS ACCEPTADLE ONLY FOR SIDE CLOSURE PTECEE� 10 WHERE ANCHORS FASTEN TO NARROW FAcFoF sruD FRAMING, FASTENERSHALL BE LOCATED IN CENTER OF NOMINAL 2" X V (MIN3 *000 STUD (Y," EDGE DISTANCE 19 ACCEPTABLE POP, WOOD FRAMING), WOOD STUD SHALL BE,,sourHERN FINELI G_0,55 0 P GREATER DENSITY, LAG SCREW SHALL HAVE PHULLIPS PAN IAFAD Oft HEY HEAD. , 1: REMOVABLE ANCHORS ARE DEWALT PANELMA7r, ALL -MINTS SOLID -SET & BRASS BUSHING 12 MACHrNESCRrWS SHALL HAVE 11-2- MIN MM ENGAGEMENT OF THREADS INTOTHE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U,N.O - 13 , MINIMUM EMBEDMENT ANDEDCL DISTANCE EXCLUD 5 STIJOOD CROTHER NALLFTNISHES. __ 11 16, LINEAR INTTERPCI ON 15 NOT PERMITTED MR USE WITH THE ANCHOR SCHEDULES USTEDIJN THIS SHEET 65) Lf�_J ,�� I q . 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