Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
36457-36469 Camp Fire Ter
AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish IDS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or fin. Flr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foott Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L. F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Plt. Sh. Plant Shelf PLT HT or Plt. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAID or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V. L Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WOW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION REV. 06.23.22 05-21-16 1.00 NEW BUILDING CONFIGURATION 12-28-17 2.00 2017 FBC CODE UPDATE 06-27-17 2.01 UPDATED PER FDS REVIEW 12-19-20 3.0 FBC 2020 CODE UPDATE 02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG. 06-15-21 4.1 STAIR SECTION REVISED PER C.M 10-10-22 5.0 REV. ELEVATIONS PER C.M. 02-13-23 6.0 STD—LT-2023—MOD ELEV. PER C.M. son 0 no IIIIIIIIIIIN NO MIMII -1 MEN 4 — UNIT TOWNHOMES (ACCA) ILM IF= 114 INI *4x 119M 4-UNIT TH (1532-1624) INDEX OF DRAWINGS SHEET DESCRIPTION 1 SHEET No. 1 COVER SHEET 2 FOUNDATION PLAN W 3 FLOOR PLAN - UNIT -A 1532 '� � 4 FLOOR PLAN - UNIT-C 1624 UJ Z 5 1st FLOOR BUILDING PLAN W 6 2nd FLOOR BUILDING PLAN 7.1 EXTERIOR ELEVATIONS 7.2 EXTERIOR ELEVATIONS 8 ROOF PLAN 9 FLOOR FRAMING PLAN 10 ROOF FRAMING PLAN 11.1 ELECTRICAL PLAN - UNIT -A 1532 11.2 ELECTRICAL PLAN - UNIT-C 1624 12 ELECTRICAL SERVICE PLAN L1 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS (t S3M MONO DETAILS Fil i S4 DETAILS I (IV S5 DETAILS S6 2-STORY DETAILS v ST STAIR DETAILS v� I SS RETROFIT DETAILS D1 FRAMING DETAILS I WP WATERPROOF DETAIL f' r PA1.0-2 PRODUCT APPROVAL / SH1.0-5 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. N 0 N ti d 7 W O t O U a� O N -% cLLa .401 A O 4 Q N SC d �< E o � U 0 cli N 0 N ,I CD N q i � ,! r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tll W E a o �8 8 N QQJJ � J % LL LL TNJ �0 YI (n M 1I� c a ID a x J u_ � Z Zip c °' p 0 o r my A o W 'o��� d m o Z u7 M Z LL Z 00 O W- 0 W U H Z N O V ❑❑❑ W Q9 N h — o 00 ti rt Q n N M C C1 LL QX LLI U O g U d M L11 J — M 2O5 I U A00 0 c N, n L J n S n. O U Ecri orJ ?aa on p 6 �' ��nw ( l qQ Z CO�> ru o �o ru � c Z Q� m � u W � 3 x� r CCE NLL a WJ o a w�a rc n 0 cC:) > 6 3: U rn L O / /'�4 T Co 04 CV M N LT CrCL T E to T 0T0 in � CV M In F— 'i -� th O Ln Q O co N to M LO I U*) T m :3 r vi Z Z E m a E U � Q o JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. I I 1 11 - - - I I I I , -I Li _ I I I I It ---I I I - - -- _ ! I III '.II I I — 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 FILLED CELL LEGEND E CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. --, 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL SCALE:1 112"=V-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE y FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1112"44' CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. ° °a d d � Yd n— d Q ii � a d O a d T (4) #5 - REBARS CONT. 4" 2'-0" 4" o CMU BEARING WALL FOOTING i SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL BASE PLATE SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \CONCRETE SLAB (FM24 BOLLARD DETAIL PER PLAN ��j SCALE: 3l4" = 1'-0" 111 :Jo T-0" z T-0" x V-0" w/ (4) #5 E.W. — 4 v N 55 D1 TYP. @ 2-STORY U.N.O. T-0" x T-0" x V-0" w/ (4) #5 E.W. — 79I_QII 18'-4" 18'-0" 18'-0" 18'-4" 1'-4" 13'-4" 3'-8" 3'-8" 13'4" '-0" '-0" 13'-4" 0 3'-8" it 3-8" 13'4" VERIFY 70 VERIFY T-0" x 34" x 1'-0" VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C L (2) #TS PAD PAD L PAD L PAD (2) #5'S L S3 2' 0" x 2'•0" x 1' 0" SE HOSE 2'-0" z 2' 0" x 1'•0" S3 S3 7 0" x 2' 0" x 1'•0° E HOSE 2'•0" x 2' 0" x 1'-0" S3 w/ (3) #5 E.W.��CIR w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. — — CONDENSATE F CONDENSATE d — ( 0 CONDENSATE I F — -- CONDENSATE OIL -4" ELEV. FIN. LINE LINE -4" ELEV. FIN. 1 -4" ELEV. FIN. LINE LINE -4" ELEV. FIN. o CONC. SLAB I 1 o I CONC. SLAB 2 $ CONC. SLAB I 1 I o CONC. SLAB 2 _1 I ; 2 1' 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10' 6' 8" - " 68" 3'-10" 3'-10" 2'-8" 2-8" 3'-10" 3'-10" 6'-8" 1' " 4" •4" I 4„ 4„ ■ ® ■ ■ ■ ■ ® ® ■ ■ ■ ® ■ PROVIDE 1 z"RECESS FOR PROVI I —I E 1 y"RECESS FOR I OR _ PROVIDE 1 Y�" RECESS SLICING GLASS DOOR. REF R 0 I I SLIDIN LASS DOOR. R=TO SLIDING GLASS DOOR. REFER TO MASON'S SCOPE FOR WID I I I MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR IDTH I I I PROVIDE LINE FOR LINE FOR I Ar ER I PROVIDE LINE FOR 5 E ICE MAKER D1 i D1 PROVIDE LINE FOR ICE MAKER S3 3 ICE MAKER S3 r I INDICATES FILLED CELL W1300 I �� ) _ '- = PSI CONC. GROUT FROM FTR. (J I I I ' I r 17 3 z" MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY. 3Y" MIN. I r TO BEAM WI 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL I L 2500 PSI CONC. SLAB OVER 6 MIL. I I PLACES SHOWN HOOKED FTG. L_ LJI VISQUEEN VAPOR BARRIER I DOWELS 17" EMBEDMENTW/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL DBL. SINK w/ 00 I DBL. SINK wI I o0 rD DBL. SINK wI °D �O DI L.SINK w/ C.J. — ——DISPOSAL:CO __ DISPOSAL r C,J, _ _ _ _ C,J, _ —_ — DISPOSAL _ _ _ ISPOSAL_ __ _ C.J. III(,) r�II II III 1 1 III r,II III' 0III L __1L —r J �JLJ�_� 3 L�__1Ll- I r ���_� E3- 12'-5" 5'-11 " 5'-11 " 12'-1 " 12'-1 L 5'-11 "1 5 L 12'-5" 11 " ® PWO PWO PWO D1 — I D1 I D1 U C.j Cj Cj ca I I � I cD co 14'-6' S-1 I S-10" 4'-2" I 14'- T-10" 1 3-10" 14'-6" i OIL 0'-0" ELEV. ( I 0'-0" ELE FIN CON . SLAB I 0'-0" ELE FIN CONC. SLAB I I i 0'-0" ELEV. Q I I r = ED o Co ® FIN CONC. SLAB I I FIN CONC. SLAB - -� — — C.J. 00_ C.J. _ _ C.J. —+ 00 00 I C.J. GG GG GG GG S3 S3 S3 I I @FOUNDATION I I @FOUNDATION I @ FOUNDATION I @FOUNDATION 1 '-4" 2'�0" 16' 0 6'-0" 20"1 16'- " 2' 0" I 00 %I 0? I olil a0 I in I_ i7 FDA (ELEV. APPROX. I ;: I I I r; I I I I r; i ELEV. APPROX. 1-112 BELOW F.F. I I 1-112 BELOW F.F. (ELEV. CAN E NO I / / \) ELEV. CAN E NO MORE THAN `—— l I t_�, I (/ � MOE THAN BELOW TOP OF4I — J BELOW TOP OF EGRESS DOOR I EGRESS DOOR THRESHOLD. FIELD / \ / / \ / THRESHOLD. FIELD VERIFY PROVIDE 112"RECESS FOR K S3 CO r iv H l l `� H.W / N .1A K S3 I `° PROVIDE 112"RECESS FOR PROVIDE 112" RECESS I- R K S3 `� r l iv W.H H.W / V �� CO N K S3 VERIFY PROVIDE 112" RECESS FOR FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH v I 2'- Oj' I 2'-10 " I v FRONT DOOR. REFER T0� I MASON OPE FOR WIDTH FRONT DOOR. REFER T MASON'S SCOPE FOR WIDTH v I I 2'-104" 2'-1 Oj" I FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH �11FM24 FM24F FM24 FM24 04 ■ ® ® ® QD ® IID 01) ® 0➢ ® ■ 4" 4" -4" -4" / / / I -0" 4'-0" '-0" 0" 10'-6" 10'-6"[10" '-0" 4'-0-" 1' 1' 8" 4'-0" 0" 0" 10'-6" 10'-6"[10" '-0" 4'-0" 2'-0' ;n -4" ELEV. FIN. CONC. SLAB -4" ELEV. FIN. CONC. SLAB ih v 4" ELEV. FIN. CONC. SLAB I I 4' ELEV. FIN. CONC. SLAB ;n PW01 I ® ® PW01 U C3 I 2 I =Xx Cj U ) C.J. 00 _C.J. o co �G.J. o C.J C.J _+C.J, _ wo - V T-0" x T-0" x V-0" 04 I r I ELEV. APPROX. I 3'•0" x 3'-0" x V-0" 5'-84" V-4"5'-8" ELEV. APPROX. N L o S3 S3 `n wl 4 #5 E.W. () o ® F- •- 1-112 BELOW F.F. 1-112 BELOW F.F. ® q I 10 wl (4) #5 E.W. o LO L N S3 S3 55 I I I I 55 ELEV. CAN BE NO I ELEV. CAN BE NO 55 I I I 55 D1 D1 MORE THAN 1-112" MORE THAN 1-112" D1 I D1 = BELOW TOP OF BELOW TOP OF = 7-6" x 2'-6" x V-0" Y 10 EGRESS DOOR 0O in EGRESS DOOR 7-6" x 7.6" x 1'.0" 9 w/ (3) #5 E.W. THRESHOLD. THRESHOLD. wl (3) #5 E.W. q A n FIELD VERIFY FIELD VERIFY M A I I I �F S3 q "SEES 3 FOR 09 A,S3 TOP 0o S3 ■ = "SEES 3 FOR o + v c0 RECESS OPT." RECESS OPT." `n J HOSE HOSE BIB — - -I- L L N 00 q BIB S3 S3 HOSE BIB (2) #5 VERTICALS (2) #5 VERTICALS HOSE BIB (2) #5 VERTICALS (2) #5 VERTICALS WIN FILLED CELL IN WIN FILLED CELL FILLED CELL WIN FILLED CELL 1'-8" 8'-0" V-8" V-8" 8'-0" 1'-8" 1'4" 8'-0" V-8" V-8" 8'-0" V-8" 11'4" 11'-4" 1 V-4" 11'4' 10 6-8" 0 6-8" 10 7'-0" 31,10 4.1, 22'-8" 4 13'4" 70, 22'-8" 7,-0" 72'-8" T-0" x S-0" x V-0" wl (4) #5 E.W. 55 co D1 d' TYP. @ 2-STORY U.N.O. 0 O ih Y M CD M T-0" x T-0" x V-0" w/ (4) #5 E.W. 0 v) FOUNDATION PLAN SCALE: )/4'=1'-0" M O N Z c c W o a F— o_ Li V CV N C iL Cl- U) .0 N � E _ 3 03 m 7 y u tz U N N Q-� c E w M CV O cfl 2! O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal H Q - E o 2 N chi VCN 0 60' � N °46 LL Q N LLLA- J 5 d Y Z Z 0 o �i =a� ) '� N CO 0` M u1 Q W W U5 °' °' d m I- w ILz 0 6 N M Z 0 U 0 F O U �Q� t W OD rygO ` n 0 Q M V) CD Q) X--J Q U s � s I a Y N O� 2 U_ v <ei E (O �G iIP o ; r Z C Z Q) m__j b w ? F 9 F- tt G 1 V zli d .`s O > CO _ (D U co rn C114 a) 0 O M O c� MU_ 0 04 T E _ co T pp ° m O r I`• co N17 L 1 p Lf) Q O (CD 00 N O L04 O (Mter- N U-) W M 0 z E E FL ci _j a o j JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 2 I II _. .. _1. I 1 11 1 1 1 I 1 I I. 1._-I1. I1 II 1 L_ I I I- I - - II 11111 I _ - ill 1 1 1 1 IJUJ - OWNER'S BATHROOM SCALE: 3/8" =1'-0" 0 _ 0 00 IV ih 0 Fn MIRROR LLJ 0 rr L_JI - L BATHROOM 2 SCALE: 3/8" = V-0" STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" 3/4" PLYWOOD \ \ DECKING -I ih F. FL. Y F. FL. 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd FLOOR ONLY) (2) 2X8 wl 1/2" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 - - 20 X 26 18 } X 254 S.H. 13 20 X 38 18 4 X 37 J S.H. 14 20 X 501 18 2' X 50 S.H. 15 20 X 63 18 J X 62 4 S. H. 16 20X72 182'X714 S.H. 1112 27 1/4 X 26 26 X 254 S.H. 1H3 271/4X38a 26x371 S.H. 1 H4 27 J X 50 26 x 50 S.H. 1 H5 271 X 63 26 X 62 1/2 S.H. 1 H6 271 X 72 26 X 71 112 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 } X 37 3/4 S. H. 24 37 4 X 50 J 36 } X 50 S. H. 25 37 J X 63 36 XX 62 112 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 52 4 X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 i X 62 } S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. \ FLITCH HEADER \\\ \ \ SLOPE CEILING TO \ MATCH STAIR RISE \ ifl _ \ F. FL. v \ e� � � ,� ; � it 17 \ \ ; 1 1/4" TO 2" DIA 16 \ HANDRAIL NO 15 \ ; LESS THAN 34" `14 NOR MORE ' ! 13 \ \ U THAN 38" ABV. 12 Z TREAD NOSING 11 CONT. 1--�10 HANDRAIL w METAL I___ 19� U HANDRAIL or �8 rn BRACKET I 6 = BLOCKING AS � f � REQUIRED i 2x STRINGERS I J L' _ 00 l U2 _ _ F. FL. HANDRAIL DETAIL *11;14 2" 2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-0" BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND TYP. STAIR SECTION 3" FROM EA. END. SCALE: 1/4" = 1'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS - H1 (2) - 2X6 #2 SYP W/ 1/2" - - - FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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. it 18'-4" 1'4' 13'-4" `A _ OUTDOOR LIVING o S3 9'-4" CLG. A.F.F. CONCRETE 8" 6-0" 10'-8" O� 6068 SGD O a O � to M DINING 0 9'-4" FLAT CLG. ® TILE FLRG. LINE C VERIFY AC PAD LOCATION OF A/C PAD HB 2'-8" 5-SH 2468t F I 3'-2" 6'-7" O 3 _ I KITCHEN Q IO 9'-4" FLAT CLG. TILE I I SINK w/ DNV DISPOSAL 100 ® 8'-0" 1 6-0" 3'-8" 16" CNTR. AT 42" Ion o r A.F.F. 1/2 WALL ih (:p� A) N CAPPED II UP E 00 N II co 00 � 55 GREAT ROOM D1 TYP. U.N.O ® 9'-4" FLAT CLG. CARPET 13'-8" - 0 r` GG ® CO (S3)1 kto 1 co 2x6 WALL 6,_8" 2'-8„ 4,4- "NO UPLIFT"' Q 7LU S4/� N FLRG. LINE H1 2 N-Z J P Vf-�_V ur) � TILE CV 00 N 06 f` J u_ N • FOYER '" FLAT CLG. 2868 TILE EDGE OF SLAB 2" a0 M `r BEYOND WALL10 L80 -/9'-4" v2'-6" B� 3068 BUILDER TO STONE VENEER `r 16" SQUARE- ^ CMU COLUMN M . ..LIANCE /�UVIUL 0.■■ : PROTECTION WHEN 0N�/ ::: REQUIRED ' ■■s, n: 1 ! ::: ■■111 .1 Malmo one • It -t IIIIIIIIIIIIIIllig EO R041 in �o 1 qJ % 00 g 50 HB 00 o +- to 0 (V 1'4" 5'-8" 7'-0" r- I - - - - - - - - - - I ■ I LINE OF 2nd STRY. ABV_ ' NOTE BLK. WALLS P RE 8'-8" TALL FOR "A" UNIT 5'-8" I FROM FRONT OF I ,K GARAG E I TYP. @ I / S4 GARAG 8'x7' GARAGE OOR V-8" 8'-0" 1ST FLOOR PLAN - UNIT -A 1532 SCALE: Ya"=1'-0" D1 STONE 1' 8" VENEER op 8'-8" 18'-8" _ 11 I I: FILLED CELL LEGEND 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) 3'-4" 12'-0" 3'41 01 S-0" 3._9j„ 4'-441" 3-10" 2,_8" O O MOD 25 SH MOD 25 SH ( 39" x 59") ( 39" x 59" ) EGRESS EGRESS o I 60 OWNER'S 55 BEDROOM D1 TYP. .N.O. Ile 8'-0" FLAT CLG. ® CARPET (V Q o0 b CN 00 17'-8" in 1 to 40 6'4° 4-4- 7'_0" ® M.C. R&S D 0. BATH I 22"x36" 8'-0" FLA CLG. ATTIC ACCESS "WIC CV CARP T c N ^ I \� 8�/q" FLAT CLG I oa CV M = CARPET cc N PW01 ® V I D1 TYP. ® 2868 _ ___-J �+ R&_S 5 N ® TiLt 1 7 00 v T A. i 00 8. N 60"x AHU r 0D OWER PA 10 ;' CO 0 R/A 11 1n 5' 114 4'-4" 34" I 3 8 I 13 LOFT - 19 ® u') `4 8'-0" FLAT CLG. 14 o FL_ 00 F- CARPET I 15- ao 00 " i 16 00 17 to I UP 18 7' A.F.F. b 1/2 WALL CAPPED = 5'-4 V-10" iV 9'-6" ACA N o � °° (V 1' 0" ;n O BAT 2668 8'-0" FLAT CLG 1 CARPET ■ M.C. o WIC 8%0" FLAT CLG. cV CARPET 2668 as (V CD CO fi �---- -- BEDROOM 2 R&S 8'-0" FLAT CLG. ■ CARPET_ G.T. cqlr G.T. 00 F.C. FOR ELEV. 2023 ONLY. 10 DOES NOT APPLY TO STD/LT OR MODERN MOD 25 SH ELEVATIONS. (39" x 59") EGRESS [13'-10" ■ 3'-8" 4'-0" 7'-4" 00 7'-0" 11'4" 10 18'-4" 2ND FLOOR PLAN - UNIT -A 1532 SCALE: Y"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" AC� +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 © SEE SIN SHEET O SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" MASONRY HGT. @ 9'4" A.F.F. MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARINGWALL NOTED �� S O ED FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 677 S.F. 2ND FLOOR 864 S.F. TOTAL 1541 S.F. GARAGE 246 S.F. LANAI 110 S.F. ENTRY 42 S.F. TOTAL SQ. FT. 1939 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N z O O ti a o 10 V N � m x N L N i w y o ca Q N Y ar fl c L d � 3 io d ro ..c u a. c E � o a 0 0+> N C:> N co CV To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N 0 8 Q N 2 N N Y LoI_ 0 22 � LLLL Nei cnMv�3 LL tJi a Q ro-LL 3 J z =r a C7 Z 0 - Leo.- t0 (N (_O o D: p 0) J Q W inO�'a J Z W L0 IL Z -W (� Z C-) (v l= Z OU ❑❑❑ Z W l N M g L1 N r r I tn C1 Q) �+J LL Tr• (� C-) � U � O V)� � (a r- U 8 I 69 d z N �Q � S�N ti 0 M M J lL I_ � n rc a c EI s o wz o0 00 ZQ� _ o cs> raco r z rc o 0 z my n� , W) .z � oC) 2 U �- CU m .--� Co (o O 04 cN N C:) t- CrCL E r� (a U C:)oT0 ate-+ O LO N F- N LO }_+ M p Lf� Q C)co N C:) N N 'n y 1 trj LO r.. r o M Z Z E E (`v c a U _JQ p � JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 3 L-f_ LL III JHill i 4 F- OWNER'S BATHROOM SCALE: 3/8" =1'4' MIRROR M TOWEL BAR o 0 60 O o � n STAIR DATA: 18 RISERS @ 7.153" 17 TREADS @ 10" TOTAL RISE = 10'-8 3/4" TOTAL RUN = 14'-2" BATHROOM 2 SCALE: 3/8" = V-0" 42" KNEE WALL \ WITH 1x8 CAP & \ CASING (AT 2nd \ FLOOR ONLY) FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S.H. 13 20X38 187'X37a - S.H. 14 20 X 501 18 4 X 50 S.H. 15 20X63 18 X62} S.H. 16 20X72 18}X71} S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 11-13 271/4X388 26x37a S.H. 1 H4 27 a X 50 26 x 50 S. H. 11115 27aX63 26X62112 S.H. 1H6 --27aX72 26X711/2 S.H. -- 22 37 a X 26 36 J X 25 1/2 S.H. 23 37 a X 38'J 36 J X 37 3/4 S. H. 24 37 a X 50 J 36 J X 50 S. H. 25 37 a X 63 36 J X 62 1/2 S.H. 26 37 J4 X 72 36 } X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 52 4 X 37 a S. H. 34 54 X 501 52 4 X 50 S. H. 35 54 X 63 52 } X 62 J S.H. _ 36 54X72 -52JX71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. (2) 2x8 w/ 1/2" FLITCH HEADER SLOPE CEILING TO MATCH STAIR RISE F. FL. 117 6 15 \ 14 \ I13 \ 11 CONT. 10 HAND RAIL 9 8 7 6 �_5 2x STRINGERS 14 1 14'-2" ve TYP. STAIR SECTION_ HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" - H2 FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS Lj F. FL. DRYWALL 1 1/2" MIN. CLEARANCE V✓ �\ BLOCKING AS REQUIRED 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" 3" ROM EA.. END. HANDRAIL AND HANDRAIL DETAIL SCALE: 3" =1'4' 1 1/4" TO 2" DIA HANDRAIL NO LESS THAN 34" NOR MORE THAN 38" ABV. TREAD NOSING METAL HANDRAIL BRACKET 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 1114 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. 13'-4" VERIFY AC PAD LOCATION OF A/C PAD HB MIMI OUTDOOR LIVING 0 9'-4" CLG. A.F.F. o CONCRETE iD -0" 16'-8" 6'-8" 3'-10" 3'-10" 2'-8" �O 6068 SGID °' ~ 5-SH REF 2468 BF I L C? 0o 8'-3" T-2" O O= DINING N KITCHEN w 10 N 9'-4" FLAT CLG. 9'-4" FLAT CLG. z TILE TILE < SINK w/ (o D/W DISPOSAL 10� r J FLRG. LINE- 2x8 WALL 8'-4" 6'-0" 3'-8" o 16" CNTR. AT 42" ;n r LO m A.F.F. 1/2 WALL v cO io CAPPED 1 UP 2 r I� OP cv 13 4 GREAT ROOM 5 9'-4" FLAT CLG. CARPET ip 14'-0" _ 7 0o tO o 9 PW01 _ GG D1 1-9 10 11 TYP. S3 12 `i 2x6 WALL T-0" 2'-8" 4'-4" o v7 C _ ib fD *NO UPLIFT* _ PW01 FLRG. LINE Q S4 z_ 0 co ' ` • D1 - ' ' TYP. iv N � I� H1 -J TILE LL FOYER N I0 ill 9'-4" FLAT CLG. 2868 TILE 0o OL 00 '- ~ EDGE OF SLAB 2" 00 � C° 9' 4' `� BEYOND WALL T.O.M. 7'-4" O Cl) 2'-6" 3068 BUILDER TO PROVIDE O APPLIANCE PROTECTION WHEN REQUIRED PER 2'-0" 4'-8" FBC o 1-CAR GARAGE 9'-4" FLATCLG. ENTRY CONCRETE 9'-4" CLG. A.F.F. o v CONCRETE in N v 0 71 r----------� u7 qo I I Co I I 10 I °° 0 I TYP. @ I 0 Cn GARAGE = I K I ■ I S4 I oo N N11111111 (V ® n n n M ® STONE VENEER 1ST FLOOR PLAN - UNIT-C 1624 SCALE: Y4"=1'-0" L 0 c 2ND FLOOR PLAN - UNIT-C 1624 SCALE: Y4"=1'-0" OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 O SEE SN SHEET HO SEE SN SHEET M140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. 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. WALL LEGEND 2-STORY MASONRY WALL w/ BOND BEAM HGT. AT 10'-8" TOP AT 18'-8" CLI.l�G���GLC.*:C.GCd MASONRY HGT. @ 8'-8" A.F.F. MASONRY PARTY WALL 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 1ST FLOOR 2ND FLOOR 664 S.F. 970 S.F. TOTAL 1634 S.F. GARAGE 246 S.F. LANAI 108 S.F. ENTRY 98 S.F. TOTAL SQ. FT. 2086 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. fs�u tl` .o �v _ U W r� C A ti N ar � ar aka c > C7 E= o or a. o A 0 CM N O N cn tV rn 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 - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» t„% Oro C u) � i• r 0Lo sue°' �• LL w N rnr0� N uJ w o a rNi0 Q N Lu 0_ X _ - 28 � C:�M o 0 _o a wo mJW zoow dC) _Z NZC)HLLV ZO ❑❑❑oQ UU) W L' N C o g � /I �-8Np v ' o 6 N O o c� � 8 � c� o T 0 • s o0 0 M M J z ii LL - a -. a _ u _E O C Z 3Itui v n _ CU7g z„ <, Na u LL Z m J J m r n 8 C41 U _ M a� M � .o Q > co N C N N cc O T Q CN M N U- O T E IrN 00 m f-+ 2 O co LO Q C)(D N O e CV M r � o E m =3 T Z Z E E w C a U Z JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 4 II I1.L!I 11 I 111 L _.___ I — It I I I' Mil U______ 1ST FLOOR BUILDING PLAN SCALE: Ya"=1'-0" I� R� f` c 'O -1 O� t O n O V G C A Lj N .O CO >< C LA- CL A O �. N vs c C d N � 3 W au m E c m v Q Iz 3 A 4 } OG •� 7^ C E A O d V i O M N O N co N LO O J. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to L cf o I- O E ^ N Q O N ^� FA U 6 F # 0 ��Co (n LL rn n n 1 LL uJ N My ° w 0 Q Q. J � V' Z Z m � m O L M g O W L Ix O 02, ¢ m W �� k Z w Z � M Z 0 U) l- LL z N O U ❑❑❑ z W N O Coor S V rl ti VVTWW// LL h C!) •� .ter LQ �-I J � 8 I r® UL= • a1: N J E lry N U o� rc I— 10 o E ZCLu� cp co W o� ytt_w aLL lr M ¢¢ ? Q y� In T U rn ^ ` CD O ~ T CO O 2 N N U- �LO CD r E r� �- U 00 o `° o N T Q In H M Lf� +_ p Q cn N IL7 CD CV LO M C r o E z M E a d E -o 0 U Q c JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 5 r __ L I _ I I I I i I I_ 11 i n II ni ll I L 11 t lilt UI t I I I I I I I . I I I I I 'II.LI. 1' 1 1 I' L LI I I I I 1! I_ 11 2ND FLOOR BUILDING PLAN SCALE: 1/4"=V-0" I AA N N � G 0 Z � W O w O C N U nI � K +-. C lL d (O .. -4 (�ii9O A 4. N N Y ar y E " d V— (O y W 17 9 — _ E n o o. u L M N O N CO N •r r� O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W H o E Q (D N 8 $ N _N J O i - - N M 0 : LL � LL d a d Y U' • Z rev So p 7 MN(D Xo of $ m Q W OZ WU m Z ZM: [hN LL z U O F- ❑❑❑ Z W ' N d N ti (0 LL ct) "A �O V ) L N , 1 W � 8 I 1_ WW N Cn O Mca. n rc. LL- E O i. as Z co t 0 rc` m v -� ><- g � zr 30 W (n � CD �q a�� �I �x n M V• �I� n i O O C Q to CU d) R N N � r (� Q N cCi CN T � co 00 °° CD CV T ate•+ n 0LO N co e7 N Ul) CD Q Q ( LO CD r N O .� M � r r o m T vi Z Z c E E m c JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 6 12 4.01— FIBERGLASS SHINGLES T.O.P P U m e�no- Z MOD 25 SH F.FL. 16" BAND � --- — — — N— T r j I i CLG. HGT. co o c° �n F.FL. A r 8J" c CORBEL DETAIL SCALE: 2"=V-0" FYPON: DTLB4x6x9 B KEYSTONE DETAIL SCALE: 1 /2"=1'-0" 0 0 Ell CI JU 0 f FOA ��, n 1 l SHU1TERS a [URI J (TY . _ o Z MOD 25 SH MOD 25 SH MOD 25 SH MOD 25 SH a Z CV fV �L — - - - - I- — — — — — — — — —' — — _ — _ — — --1- — -- — — — — — — — -- — — — — TEXTURED FINISH B TEXTURED FINISH 9 12 -14.0 FIBERGLASS SHINGLES I = MOD 25 SH , Z _--IN �-16" BA _ rt. uL] E-1n� nF771 oo I I ICI I Iloo, 71uuL7 �Iuu nuu 17uuu I IIIJ UNIT -A 1532 UNIT-C 1624 I[�11 l I 7]uL171- uuL: inu��'L � n� UNIT-D 1625 UNIT -A 1532 A WATER TABLE DETAIL SCALE: 1 /2"=V-0" T.O.P. HDR e o 60 00Zo 16" BAND 14 CLG. HGT Ll 1- 1 _ o � �,IF 'v 0� o — F.FL FRONT ELEVATION - STANDARD (STD SCALE: 3/16" = V-0" 6068 SGD 6068 SGD 6068 SGD 6068 SGD UNIT -A 1532 1 UNIT-D 1625 UNIT-C 1624 I UNIT -A 1532 REAR ELEVATION - STANDARD (STD 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 awater-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 ers o � car I!� d� u ar o -o m rc N C I.Y. 21 vl N t N o y Q CV Y d �EsC Q C.1 a # to cm = E 2 u 0 co CV 0 N Co N 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 E N Ct co co 0 7L0r? +• N C/5 r- Po LL d a LL LL d Z z Z_ r13_J W `rj' Co � m L Q m � � Cn � W J Z Z N M ZIL H Z o ❑❑❑ _Z W J C1 N t/1 - 4J LU a Q) � rir o N -3 �N r � z c� o s 0 • N sm o M � s Ei =� E u � _ n w� 8E U <i Z ZM W Q F � o M sa w r fir' Ur 0 � 0 > CD U co rn CD(� Q N M CV O CN LO T 0" Qc E `i U) U M V' r_ 00 ° U m O te" ., an N N C'7 NO Lf') M LO Q O N o O o E Ca :3 Z E a U .� Q p _J JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 7.1 T.O.M. — HDR. 80 o_ 2nd F.FL. CLG. HGT. T.O.M. AT GAR. 8" FRIEZE - BAND q ao 60 0 F.FL. _ TEXTURED 13 SH FINISH — — — — — — — -- - — — — -- — — 16" BAND HDR. TEXTURED FINISH 1 60 35 SH 25 SH 25 SH LEFT ELEVATION. —STANDARD (STD 12 j 4.0E- = j 1 FIBERGLASS -- --- -1- i- 1 --- - SHINGLES � 1 I i " � - l I I J _IT ,_ 1 f _I_h C1= -I I I I I .. r F_ T_1 T j - --�_.' l._ x J r T ,.__ 1 T T, T 1 I I I I J-� T j i I -I T T I --I �- -T T T r �7 I - _ 1 J T T. J _ - ; J L 7 J C T T T i a_-J_ _l._.1_ I_� .I"STTTJ 1 :.� 1 - T TT �7 ----- --- -------------- — ---------- ..._. ----------- - — —.�.— TEXTURED El 13 SH FINISH 13 SH T.O.M. — _ — HDR. 0 0 60 ip 2nd F.FL. CLG. HGT. _ T.O.M. AT GAR. 8" FRIEZE BAND b0 80 a 0 — F.FL. 16" BAND - , — — -- — — — - - — — I l I ,1 I T.O.M 0 HDR. TEXTURED o FINISH 60 25 SH 25 SH 35 SH RIGHT ELEVATION — STANDARD (STD 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.xi-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 M N ' N ` z d� > W O L O a� O_ C co C.) N � m K N O Q N Y ! � d d E CC U n d d 7 c E eo O ,7 M N O N CO CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. V N sm # J 0 tYl �rNiv LL a d Q M LL LL a Y tj Z - a rn Z f0C �mC�m o�co m w a W a LL0 C M Z u N Z 1. 0 0 ❑❑❑ Z _ W � N -r a -J — 77 r 0 t/i a Vl I.L a r✓< V o� 0 111 8 InV) f6 �' f, G 111 J � i.� 7 y m ti 0 w Jm fl cd E a o � 1--- 1, a W zz so Z 15 W�} m K;w �s na Milli 12 o O >� = U rn (0 Q N cN � CV N T Cr E T 00 0 U m O T ate-+ ^ CV F CD N Li'i }. CV) O C) LO Q L L r E o m c � T_ ii Z Z E E d m @ a 0 cc U � ¢ p c � JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 7.2 I I I II I _-A. I I II L I 1 1 4 s Ill, i'p- Infill 'I'"_1£�'"1,u�j•s ii I I _it II Ililmilt, it, I II- _I t I' 1I. __L. .I NON -VENTING SOFFIT NON -VENTING SOFFIT AIr1AI X/CAITIAIf-% C�rICCI . ... . . a -. `e . .. o — V V . . . . ►Ir1AI X /CAITIAIf" nt'1C1-1 ZONE-2 ATTIC SPACE 110 SQ FT. ZONE-1 ATTIC SPACE 61 sq ft. NON -VENTING SOFFIT PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA EXTEND THE (2) LAYERS- OF 1" THICK USG GYP. WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA 2 Hour Fire Resistant Soffit SCALE: 3/411=V-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER aration Wall SCALE: 3/411=V-0it *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR ueslgn no. uuti April 09, 2018 Snaring Wall Rating - 2 M R. Nonbearing Wall Rating - 2 MR This design was evaluatad using a load datign Method other than the Limit States Design Method (so., Working Stress Design Method). Par jurisdiCtians employing the Limit States Design Method, such as Canada, a load restriction factorshall be used - Sea GuideJt[orAAy7 * Indicates such products ah all hearths UL or cUL Certification Mark for ju rlsdiet Io ns employing the UL or CU L Certification (such as Canada), respectively. Ill 1''1•--l• ,i ?• ��'I t) \.!•� 7•ji'a" MIN. 1. t1.0 2 !I0, � J i 1 , 'T w4 tq 7 l j� HO620ntol Section 1. Cafterete Bloc se - Various all Igns. Classification D-2 (2 hr). See Concrete Black& category for list of eligible manufacturers. 2. Nonni - Blocks laid in full bed of mortar, nom. 318 In. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not mine than 50 percent hydrated lime (by cement volume). Vertical Imnts staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification If used. Where combustible members are framed in wall, plaster or stucco must be apPled on the face opposite framing to achieve a max. Classification of 1-1/2 fir. Attached to concrete blocks (Item 1), 4. Loose Masonry Fill - If all corn spaces are Filled with loose dry expanded slap, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated pectins loose fill insulation add 2 hr to classification S. Foamed PDa2tic4 - (Optional -Not Shown) - 1 1/2 In. thick max, 4 ft wide sheathing attached to concrete blocks them 1). ATLAS ROOFING CORP - "EnergyShleld Pro Wall Insulation", "EnergyShleld Pro 2 Wall Insulation", EnergyShleld CGF Pro and EnergyShleld Ply Pro CARLISLE COATINGS 6 WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge" CI Fall Exterior Wall Insulatln" and "Envetge' Cr Glass Exterior wall Insulation' HUNTER PANELS - Types Xci-Class A, Xcl 286 RMAX OPERATING L L C --TSX-8500', "X-8510', "The rmas heath-XP', "BCOMAXW, "thermasheath-3", "Durashesth-3" THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Light Duty insulation. Thermax Heavy Duty Insulation. Thermax Metal Building Board, Thermos White Roish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior IMulaban. Thermax IH Insulation, Thermax Plus Liner Panel. Thermax Heavy Duty Plus (HDP) and TLIFF-R'" ci Insulation SA. Building Units -As an alternate to Items 5, min. I -in thick P01yi5ocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 In. RMAX OPERATING L L C-'Thermasheath-SI'. 'ECOBA56d'. 'ThermaBase{I" • indicates such Products skull beer the UL or cULCertiflcatbe Mark for Jurisdictions employing the UL or CUL Certllkatlon (such as Canada), respectively. LesL Undated on 2018-04.09 GA FILE NO. ASW 0810 PROPRIETARY* GYPSUM PANEL PRODUCTS, STEEL H STUDS Two layers 1" x 24" proprietary type X gypsum panels Inserted between floor and ceiling runners with steel H stud between adjacent pairs of gypsum panels (NLB) A 3/4" mirlinium air space must be maintained between steel components ano adjacent framing (as indicated by dashed lines In sketch). As an alternate to an air sfmoe. the steel cumponants are covered with 6" wide battens of 112, type X gypsurn wallboard or full sheets of 1/2' type X gypsum wallboard screw attached to the steel components. Sound tested with 2 x 4 stud wall fared with 1/2" regular gypsum wallboard each side of assembly and 3-1/2' glass fiber in stud spawn on both sides. Height limitation 68 leeL PROPRIETARY GYPSUM PANEL PRODUCT Georgia-Pacific Gypsum LLC............. _..... _- ..., 1" DerlsGIessC Shaftliner 2 HOUR 65 to 69 STC FIRE _ SOUND - -- I E1,1 Thickness 3-1/2" (Fire) 11-3/4" (Sound) Appmx Weight: 9.5psf Fire Test WHI 49rr1290, 11-15-94: riS Design GP/WA 120-04, WHI 4961295, 3.15-95; WHI 4950743 S 0744, 1-2815 30 86; ITS 3160814COU-002, 8-30-08: UL R2717, 04NK03115, 8-18-04, UL Design U373 Sniind Tr_st: RAL TL10-291, 8-31-10 °°°""'°" ROOF PLAN - STANDARD STD) & LAKE THOMAS (LT SCALE: Y4'=V-0" N N � c o � W O � P O. IP � N t • � -G p lC N Q � CV � 02 y tt71"t C a to <° tv ou o o ro E ton. A. v h CI), CV O CV CD CV O •f" i, .b• 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 $ WQ o n au} ae J 0iii # LL LL LL N C _W d J _ Z C �0�0 .. Z tO M 9 0 .2 7 r0 CV tD M J Q W rR M 1--;;¢ k z IL W W Z N co Z � y = z OU ❑❑❑ Z W M o L z r~ LLJ Ow V) c w J I Y C- Q co E ME p U ny I- to o V C) JV g E ik S n n. 4 Z co rG cut It w m� Car U z J zb 2 <Z, W car 3 m �� os ¢ p aw yl. , w= �O zIaT Q U S c O 0 2 0) M 6 m .—� L . H cc 0 Cfl � N CV) CV ac N r � C 'LO u, co T 0O o 0o O ,— lloo n,,, N 0 N H M Llfl }. p LO C)CD N LO CD 01) s CV � r ai c M z M r i� z E U a � Q p JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 8.1 1 11 1--L!F... 11 .I' 11. _— _ I I _ I I 1 _. 1 1 1 '1 1 -- - UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. U CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY SPF FASTENERS SYP SPF SYP A META12 1420 (1) PLY 1450 (2) PLY 7 - 10d x 1 112" 6- 16d x 3 112" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PL 1795 (2)PLY 10 - 10d x 1 112" 14- 16d x 31/2" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 1 Od x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" RT7A 630 510 10 - 8d x 1 112" D H3 400 365 8 - 8d x 2 112" V RT3 345 _ 305 8 - 8d x 1 1/2" E _ META20 1450 8 - 10d x 1 1/2" _ _ HTA20-18 1625 1495 9 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 _ 11 - 10d x 1 112" G_ H10A 1040 _ 1015 18 - 1Od x 1 1/2" RT16A 1025 900 9 - 1Od x 1 1/2"& 8-1Od H FGTR 4725 3400 WWI x3"SDSWOODSCREWSAND 2 1/2' x 5" TITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" HTT45 5795 5/8" ANCH. /(26) 10d x2-1/2 K HD3B " 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOL L VGT R/L 2225 1600 (16)1ANY SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10) 1/4"x2.1/2" SDS WOOD SCREWS & (1) 5/8" ATR __- ___ M VGT - F 4940 a— - 3555 --- — --- N LUS26 1165/1150'" 865/785 "* 8 - 10d x 3" JUS26 1050/1080** 840/950** (8) - 10d x 3" P HUS26 1320/3280 ** 1150/2780 *" 20 - 16d x 3 112" HUS26 2045/3400 1640/2990** (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 "* 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 850 _ 14 - 1Od x 1 112" MTW12 965 810 14-1Od x 1-1/2" S VGT - M* 4940 3555 ! x 1) 5/8" ATR EPDXIED w/ SIMPSON LOW ROOF / FLOOR FRAMING PLAN — STANDARD (STD) & LAKE THOMAS SCALE: %4"=1'-O" FLT CCA 01 /25/2016 T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"x5" TITEN HD (2 PLY) or _ 5 j 16d SINKERS FRAME _ U MGT -M* 3965 3330 (22)1Od x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28) 10d x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F^ V (2) LGT2 4060-M 4080-F 3500 M 3510 F (14)TITEN TURBO �2 LUGT2 3310 M 4040 F 2920-M 3560-F (or PLY) or3(60)WSINKERS& 10d x 3-1/4 S SINKERS @ FRAME HTW20 SCREW -BOLT EW-BOLT(64) 10d x 3" a FRAME "X" HTS 20 1415 1215 (16)-1Od x 1 1/2" 1355 1140 24-10d x 1 1/2" SP1 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 tHCP2 1010 605 12 - 10d x 3" SPT24 1090 12 - 10d x 3" 590 510 12-1Od x 1 1/2" C. 680 595 _ (20)10d x 1-1/2' * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED03-14-22 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("), INTERSECTING POINT TO BE FASTENED w/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE wl THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 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 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER L C E N N N x CONT LE�GER� (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION a=oft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 49.57 49.57 49.57 10 78.58 - , --- ----- -----� --- GABLE -38.22 -38.22 -60.99 -60.99 60.99 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 I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD j `; �r ' E ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I ROOF SHEATHING: SHINGLE: %s" EXP. 1 (2%6) or 1Y32' EXP. 1 (33/16) I I I TILE: 7Y32' EXP. 1 (3/16) I I r I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %6" x 0.113") NAILS It 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 13" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. N ' N P— Z a � W o_ 0 _ M N m ac �+ = W d ca a N N L >r � u '3 pc ro r� m a� �u > G C� c E tv o cL u M N 0 N CD N 0 To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N E N N $ N N CI (0V � irk 0 ni VJ t` r- - M u- u. Lu ° d _j Q U LL iE w a Y Z Z a 0 m W Q W 2 ¢Kz -z LL N (h Z � O H IZ v OU ❑❑❑ T. W N O o Co - rt Q (1 N N r CD 4-1 �n 'o •U O M ` 0 u 0 4 r� `w -5 J cd `- o w" O E n� Z Z J u, o "; 15 M W o y `C) =� m a C] Nv plq 0 m >� 2 U (U tM O Cfl ~ r- ca 004 N C1) Ll LO 1� v♦ (U T 600 o U m O ^ N LO N n L _._.. C? p LO Q C LO CN LC� ai M LN r M z z E a E U Q p C c JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 9.1 1UNIT-A 1532 1UNIT-C 1624 1UNIT-C 624 UNIT- 1 A 1532 i NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I S2 :(2) SIMPSON HTSM16 STRAPS w/ (4) 1/4"x2 1/4" TITENS AND (8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER. INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS BRACKETS. S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. ROOF FRAMING PLAN - STANDARD (STD & LAKE THOMAS SCALE: Y4"=1'-0" LLT) CCA 01 /25/2016 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 (1) PLY 1450 (2) PLY 7 - 10d x 1 1/2" 6-16d x 3 1/2" HTA20 1870 1730 9 - 10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PL 10 - 10d x 1 1/2" 14- 16d x_3112" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16_ 1870 1730 9 - 10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 1/2" R37A 630 510 10 - 8d x 1 1/2" D H3 400 365 _ 8 - 8_d x 2 1/2" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 112" HTA20-18 _ 1625 _ 1495 9 - 10d x 1 1/2" F _ HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 _ 18 - 1Od x 1 1/2" RT16A 1025 900 9 - 1Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/(18)1/4"x3"SDSWOODSCREWSAND (2)1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 _ (12)WS3WOOD SCREWS & (4) 3l4" x 6" WEDGE -BOLTS_ J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT45 5795 5/8" ANCH. /(26) 1 Od x2-1/2 K HD3B * _ 3130 - 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS _ TDX2-TZ _ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOLTS L VGT R/L 2225 1600 (16) 1/4"xT SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10) 1/4"x2.1/2" SDS WOOD SCREWS & (1) 5/8" ATR --- _ --- - M VGT - F 4940 3555 --- -- --- N LUS26 1165/1150 ** 865/785 ** 8 - 10d x 3" JUS26 1050/1080** 840/950" (8) - 10d x 3" P HUS26 1320/3280 ** 1150/2780 "* 20 - 16d x 3 1/2" HUS26 2045/3400 1640/2990** _ (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1480/3520 ** 30 - 16d x 3 112" HUS28 2950/5090 --- 30d -16d x 3-1/2_" R MTS12 990 850 14 - 1Od x 1 1/2" MTW12 965 810 _ 14-1 Od x 1-1/2" _ S VGT - M" 4940 3555 �i T74vXT—S Orb SCREWS_ (1) 5/8" ATR EPDXIED w/ SIMPSON _ T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"6" TITEN HD (2 PLY) or 52 16d SINKERS 0 FRAME U MGT -M' 3965 3330 (22)1 Od x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28) 10d x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F^ (2) LGT2 4060-M 4080-F 3500-M 3510-F 223^3-1/4,SINKERS(TITEN LUGT2 3310-M 4040-F 2920-M 3560-FSCREW-BOLT I(V (PLY) o(60)10d x 3.4SINKES@ FRAME or (64)1 d xx 3' @ FRAME "X" HTS 20 1415 1215 (16) 10d x 1 1/2" HTW20 1355 1140 24-1 Od x 1 1/2" SP1 555 — 535 10 - 10d x 3" SPT22 735 ----- ----- 8 - 10d x 3" _ SP2 1010 605 12 - 10d x 3" SPT24 1090 12 - 10d x 3" HCP2 590 510 12-1 Od x 1 1/2" HHCP2 680 595 (20)1 Od 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 03-14-22 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT (B) SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*"). INTERSECTING POINT TO BE FASTENED w/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD (+) OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" CC. (+) 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. 1 O (A) 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 If](2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. R 2 PLY CARRIER-1 x CONT LEDcciiER SEE SHEET D1 FOR ROOF FRAMING DETAILS RSH ENGINEERED CLADD CLADDING WIND FPRESSURES AND PER ASCE 7-16 OSUCTIONS FOR MEAN OF DESIGN BROOF LE OHEIOGHT:5 5 ftNENTS ND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 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: %s' EXP. 1 (24/16) or 1%2" EXP. 1 (3�6) TILE: 15/32' EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED 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 W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] M N ti Cl Z a� W C R V N «+ G W Cl- CC O a d flC " CC as a, m F � c d N �- C 1r � c M N O N Co N 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. tQ a E a g 8 ° n N N C1 , J G _ a oo 91 `L LL 0) rn t` Z a 6C-,a 3 w 0 a 5 J LL n' y z O O130) m c ID t a 0 O Y. O N (D m J Q on rn��m a 0 z W un N o, Z 3 O� z Z OU ❑❑❑ W (V M E3 vn)' l W Cry o � W � O c" W J E 8 T J (, Y N" :z a It 0 J 2 c� C u v o w o i- a d' °? CO C E<` z� W o w w m 2OC = U C rn d" M c9 � ' (V LI O r— E `..� C/) ° U 60 00 O N (�p N Ln M O LO Q O �' O rn N LO M CN T ter- a� o m T vi Z Z m E E 0 v cc c a o U � COOaci Q p JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 10.1 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 f ® SPECIAL PURPOSE OUTLET 17-9 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH '4 � FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ,�, EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �[]eD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER mpg ELECTRIC PANEL _M=L DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT 3" VTR JAL �I r LAV u -_ - TUB/ W/C SHOWER LAV 3" VTR jj� OPT. LAV AV u W/C SHOWER STU DOR VENTI 1 DBL SINK T W/ DISP. I•L A PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 1st 10KWat o 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 100% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Optional Overhead Service 200A Same As Underground Indoor Panel 150 Or 200 Amp Service Center NEMA 1 200 AMP CEEORA N 1A P Serial Cable NEMA 3R Power Co. Feed — -- 1-1 1 _ 1--.r- #4 Solid COPPER Ground ---------------- OUTDOOR LIVING C.O. INSTALL LIGHT 'Y ROUGH -IN /^ FAN/LIGHT LOIGHT / WP GFI tm II Intersystem Bonding Termination Per NEC 17, 250.94 5/8" Galvanized Driven Ground Rods at least 6' apart Typical 150-200 Amp Electrical Riser Diagram NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO. 0 ��QPGFI 7 NJ DINING KITCHEN I FI �0-� J ZI- — — W SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM `' /ROUGH -IN\ ��_ FOR OPT. FAN/LIGHT I y I I I I I DB ENfiRY I WPo- LIGjiTAS O GFI� PEF SPECS DB&GFITO BE ALIGNED VERTICALLY LU H \ W Z >OQ \ >_jm C.M 1 UPSTAIRS C ` W.H. \ O I \ I IGARAGE I \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI F------ COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL —UNIT—A 1532 SCALE: Y4"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 0. BATH j BATH 2 --\, 7 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. OWNER'S BEDROOM `' (ROUGH -IN �FOR OPT. FAN/LIGHT I I S.D Al LOFT Ld C.M S.D. I I "(ROUGH -IN 1 FOR OPT. \ </ ,JEAN/LIGHT �EDROOM 2 2ND ELECTRICAL — UNIT —A 1532 SCALE: Y4"=1'-0" ers ems+ C a w > W 1 n t o c cavn m ,.c a- = �o 0 Q N X 2 E c w o c' Ce �' ' 3 m � u u �c m N c E m � d � M N a N N i 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 N m r rA C O N N I`Pi LL LL to rp n 'Z J2 N � rNi a uJ w w a a J L � IZ Y Z z z �_ 0 N (0 a co wW coW rn ) IL wOiooEN z O (5 ❑El❑ W 00 ` p Q n ,r, ^V) J[\. c W C� (7) U O w o V) r_ �' •� C- I IJ J f 8 —0 o C M In U_ E pE " o a •= N PJ E u F_ Y . ❑ E =Y m r '". Z A s W > _ o m ^ IY o <<sl ' ., 0 .= o 2 U rn CN cc o Co L F- fV cN =3 N L TL_ o ll'7 CIL E Cn 00 m N l.f� N QO LO o ca'o ui E m c z Z E E m` a U _j Q O JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 11.1 IELECTRICAL 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. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w P WEATHERPROOF DUPLEX OUTLET PEFG GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 0 ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN 12 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN G9 (1) PHONE LINE, (1) DATA PORT 3" VTR JIB I 'I I I' I I � I I LAV ti TUB/ W/C SHOWER LAV 3" R JI I I OPT. LAV LAV v I 3" W/C SHOWER W/C _ 2nd F STUDOR DBL SINK VENT W/ DISP. PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LOAD CALCULATIONS UNIT -A 1532 (1532) SQ. FT. AT 3 WATTS / SQ. F.T. 1533 S.F. 4599 SMALL APPLIANCE CIRCUITS AT 1500 WATTS 3 4500 LAUNDRY CIRCUITS AT 1500 WATTS 1 1500 SUBTOTAL: 10599 DISHWASHER AT 1200 WATTS 1 1200 DISPOSAL AT 960 WATTS 1 960 WATER HEATER AT 5500 WATTS 1 5500 DRYER OUTLET AT 5000 WATTS 1 5000 AIR HANDLER UNIT AT 1200 WATTS 1 1200 RANGE AT 8000 WATTS 1 8000 MICROWAVE AT 1200 WATTS 1 1200 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 OTHER LOAD WATTS 0 SUBTOTAL: 23060 TOTAL: 33659 st 10 KW at 1 /o 10000 BALANCE OF WATTS AT 40% 9464 AIR CONDITIONER WATTS AT 1 0% 1 7104 HEAT PUMP WATTS AT 100% 0 HEAT PUMP & SUP. HEAT WATTS AT 65% 5200 TOTAL: 31768 LOAD WATTS --- 240 VOLTS AMPS: 133 PROVIDE 150 AMP SERVICE Riser Diagram 4 UNIT BUILDING (2) 1532 UNITS & (2) 1624 UNITS 800 AMP CJ TERMINAL BOX O TENANT PANEL w/ 150 150 AMP 150 AMP AMP INSIDE MAIN O O 150 AMP 150 AMP COO O 150 AMP 150 AMP GROUND 1/0 CU. TO BUILDING STEEL C.O. E— 2" PVC CONDUIT WITH 2 #2/0 AL - 1 #1/-0 AL-1 #1 AL TO POWER CO. 6 REQUIRED PER BUILDING NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 17 LOCAL CODES AND THE LOCAL POWER CO. i \VjI DB ENTRY WP0— LIGrTAS O GFI PE� SPECS DB&GFI TO BE ALIGNED y VERTICALLY OUTDOOR LIVING INSTALL LIGHT <\\ ROUGH -IN/--- "Y FAN/LIGHT OPT. v / � > �WP DINING KITCHEN / JF I I R0- GF (� SWITCH FOR DISPOSAL IN CAB UNDER SINK GREAT ROOM `\�".'ROUGH-IN\ � . FOR OPT. '.-\>FAN/LIGHT I y I a� I I FOYER GFI \ @ 44" 1 W.H. A.F.F. \ 0 I I IGARAGE \ GARAGE LIGHT AS PER SPECS GARAGE DOOR GFI ----- -----1 I I I J I �Q I �a I � I w J I w (U)GFI _ 7 .J C.M j UPSTAIRS C rPWF \— --- — COACH LIGHTS OR PREWIRE AS PER SPECS DISCONNECT 1ST ELECTRICAL -UNIT-A 1532 SCALE: Y"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS NOTE: -INSTALL 2" CONDUIT TO METER CAN -INSTALL A MAIN 150 AMP BREAKER IN PANEL 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. i 2ND ELECTRICAL - UNIT -A 1532 SCALE: Y4"=1'-0" CW2 N O N f>` J z m v �—t o 13. y P C A J n1 to cc o w o c-4 s 4 N Y 3 a t y o y Q is ci a� X71 a: ev h le N �- --- E m o d U L O M N O C! co N 0 e1. 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 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. tl1 a 0 o 3 �^ C LL f/J U)aN0 u a a Q m Y J LL a- J lL Z 2 too. 0 o Oi W to , G WIL Q m C��rn°' J r Z W Z yQ w N M Z O H Z V o ❑�❑ W < N O S Tv' C � CD o IC r>> U G) g O w s tJ l C N 1.! J =L L C3 Nti 0 �p E - 1 E O W ro _Q_ La g n ,� n Z co p 03 CU t M� ' =µ Z o 11 LU CIO .` O = U CU rn CN T (>jj Q L CN jL O LOCrAd T v, cc oT0 o C° U O ice-+ � CV LO "Zr NC� L M Q (0 __ � O C3� N r � r, M � o m T iri Z Z E a E ci � ¢ o JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 11.1 r M 0 r. C) 0 Z o '- d� � W G F O C N V CN 'd CG X ✓ C LL- 13 L4 N Co C7 O C-1 t y a O/ O lC7 N Y a> co is d a1 -0 y ✓ 7 C 0 N E o M N O CV CD N CZ> O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a CSE M8 $ N NCN am" V r: 8 J M M O LL d 2 Q a z Z= ��� rn z p O _p C CM O W 0 ¢ m z W IL rn o t- N Z M J o w U = N Q V N H 0 0 ❑0O _ W — o f E3 V)^' QN CN L v � _o LLp 1W T V lL � �0 u 8 ry N IN \J N C LL J BOIL _ Edi I 7- y. O N C' m N O s eo 0 J =5 cu 2 Q _ O a � Z�ru cD r0 `n � ai Z � W W `C> z, 100 M C o ¢ c� •" C O C W 1 W U rn � (o Q L N CV ; o CN 4 v/ CID T o U O 0LO N 1 N M LLB y--� QC) CDLO °' INa� N co LO �i- E � L M a Z Z E c a U � ¢ p JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 12 1 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT <C� ri �«G'3C�4v #5 REBAR AT TOP GENERAL INSTALLATION NOTES MIN. (1) REQ'D 1. Provide full mortar head and bed joints. 1/2" 2. Shore filled lintels as required. - ° a - CLEAR 3. Installation of lintel must comply with the architectural and/or structural drawings. 0 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate ° vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and = o M'U' longer with a nominal height of 8" meet or exceed U180. w d 6. Bottom field added rebar to be located at the bottom of the lintel cavity. a x ' ° 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. a 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete a 3 masonry units. ° 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 6 z ° -GROUT 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. to 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have ° 5 REBAR AT a coating of stucco applied in accordance with ASTM C-926 or other approved BOTTOM OF LINTEL CAVITY coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) o loads shoud be checked for combine loading with the following equation: BOTTOM REINFORCING PROVIDED IN LINTEL Applied vertical load Applied horizontal load � +T O o A7-5/8"A^C (VARIES) _ . Safe Ical load - Safe horizontal load 1. fc precast lintels = 3500 psi. 6. Rebar per ASTM A615 Grade 60. 2. fc prestressed lintels = 6000 psi. Prestressing strand per ASTM A416 grade 3. grouted per ASTM C476 fg = 3000 psi w/ 7. 270 low relaxation. 4. maximum 3/8" aggregate and 8" to 11" slump. 7/32 wire per ASTM A510. 5. Concrete masonry units (CMU) per ASTM C90 w/ 8. Mortar per ASTM C270 type M or S. minimum net area compressive strength = 1900 psi. 10 O voi3O.,.,0; 1;O O O O - _ O 8F8-0B/1T O 8F8-16/1T 8RF6-0B/1T = _ 0 _O O O O _O O O 8RF114-1B/1T8RF14-0B/1T 8F1(66--11B/1T 8F16�0'B/1T 0, 140 " J.-IO- 1) 8F20-1nB/1T 8F20-06/1T 8F20-1B-2T ow8F24-161T 8F24-01B/10T O O i n nD nD n n n CD ODi 2ND FLOOR LINTEL PLAN SCALE: 3/16"=11-0" C �O CE MI 8'-0° B/ LINTEL 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 ALTERNATE POWERS -STEEL LINTEL #5 REBAR AT MIN. (1) RECT J w Fw- opUtn ndX Qom O¢ o- wNa U � QU~ 1/2" CLEAR C.M.U. 6 w v> L6 #5 REBAR AT BOTTOM a = MIN. (1) REQ'D NLL00 `-16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #t5 Bar required top and bottom of all Powers Steel lintels. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications (�)MIN. (�)MIN. E O MIN. MIN.O MIN. MIN. MIN. MIN. 1ST FLOOR LINTEL PLAN_ SCALE: 3/16"=1'-0" e•� 0 N .o > W O � � .fl m yc �LLa ea o •a � Y a y ca d aL+ G �E�It O 1WM -Cc cr. 4 > C U d� N E A p a � w M N O fV co GV i 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W v E Q N 8 N 0 ;�,T # LL Q � ILL LL o Z z _ 13 -0,t p C 0 '4 c ryNc_ W m J O 03 Q 0 Z W 0, Lin IL O H :^ OU ❑❑❑ Z W / Lri o o rJ N E3 (Ni \I I �� c 1) n1 v W s CAf6 i-+ V �i/ t-L, U 1 r, " _N U) c USIM ~ E I l� o I 0 O CD c-� c'3 J � n LL- fU q D ECID ral t q ))� m- Z � cn ro c Z � a� m w m CIF ao >CU CID �^W\\ L O L (0 O �' fV cN CNI N Cr Er �/ � 0�0 ' U m O CV ate-+ N co Np LO -- QC) LIB o coo CV U') Ln ai t- E T. Z Z E E n? m c a U - Q p � JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. L 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 PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5, GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF 0 THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 2" X„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4,8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includin all risers and spray heads shall not be installed whin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and 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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If reinf II occurs before vapor retarder placement, retreatment Is requlrV 9. FBC-R R318.1.5 C ncrete overpot/r and mortar along the foundation perimeter must be removed be?ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalis. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'4' OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. AtnTC GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 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. e+n 0 N Z 7 0 o m -0 > W o Y Q n s� Co x LL a N�o N O fC Q N ]G 3 a' W E C • u u c CMCCU T AL � E m � N O EV co N O ;;, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. 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 a o N 8 N S N 0 Y 0 7�� N L,# LL LL M �M O� LL O- ILl ai c Q � co LL LL w _ C9 is , Z m c a' r m g O O o 1:5 as N(0 W og 05 m L Q a m W n MZ ILz U O w H a'N z O U ❑❑❑ W (rJ .2 Va M V1 a E ll C/) 0 p V _ D 0 w 8 L � �N U d JJ J --- � 8 n� 0i U � �. Co 0 see 0 M t� E ti Qi E O 0 Z�- a 3 ZM ?(� rz ..n W l n„ Nw m J I. M d' �Ulw L C c CD QD 2 U M rn (0 C: N N U_ O CN T CT E U 00 0 ca O CV Q LO CV M L.f7 C:)C:) LO Q L(7 I 1 MLO�- m T� iri o Z Z E E c a U _j Q p JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. I J I .__ LI _..� L 11. . 1 1 II II__ THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH /— WALL SHEATHING 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN I VA O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF I HOME H C G GARAGE SIDE O O 0 5-0" Q - STUB -OUT FOR " O 1'-0"GAS o GAS METER U o N or • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIeJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK r— BOND BEAM w > STD. 90° CONT. #5 CONT. #5 HOOK - - BAR BAR #5 CONT. ---- - --- _ - -- FROM _ FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BASE PLATE ll BEARING COLUMN I I �CONT. SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW _FOR f BLOCKING/TJI '--MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. Filler blocking 1/8" min. } Small gap 2" min. * 2" max. 4" max. 1/8" gap Web Stiffener Fastener Schedule Joist Bearing- Location Series Depth End Intermediate__ 9-1/2" 2-8d 2_8d �2 BCI 5000s R 11-7/8" 2-8d 3-8d F 14" 2 8d 5-8d Clinch nails J 9--1/2-- "--2-8d � 2-8d when � �' BC16000s@r11-7/8„ 2-8d 3-8d - possible i O�� BCI6500sR 14" 2-8d 5-8d „ 1 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to % 11-7/8" 2-8d 3-8d web-flange BCI 60s® _ 2 Block solid between joists for full length of span. betwe between g p Tight 9 16" 2 8d 3) Leave 8 gap between top of filler blocking and bottom of top flange. \ 1116" 13- 6d 3-616d -� 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/PI ood/OSB web stiffener - Y�' 2" min. 4„ ® 14" BCI 90s _ 15-16d 5-16d _ required when Indicated or max. 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGYs" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER — DOUBLE Birdsmouthth cuts. DOUBLE JOIST CONNECTION top flan joist. . N.T.S. - Under 2nd floor C^ll Imn w/ lnaric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box area =2 of high s 0 9 = r-2 ink 0 0 sinker lateral load. 1 nail each side at bearing. Squash block / (2x4 minimum) I Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---� DO NOT cut, notch or drill flanges Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over _ % blocking and wall or beam below.* — -� Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — ME (O (o 611 A 1)12" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT #ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" Round 1 4, Z 8 8 M. 10 11 12 PwittmaAw Hale Skie In 2 3 5 6 it 9 10 Any 16" joist Span (ft) 8 V-0" V-1" 1'-2" 1' 2" 1'-3" V-3" T-T' V-11" 24" 7_9" 3-2" 3'-T' 12 V-0" V-1" 1'-2" V-2" V-3" V-9" 24" 2'-11 " 3-T' 4-2" 4'-0" 64" 16 V-0" V-1" 1'-2" 1' 2" 1'-T' 2'-5" 3-2" 3-10" 4-9" 5'-7 6 4' T-2" 20 V-0" 1'--1" V-2" V-2" 2-0" 3-0I" 4'-0" 4'-10" 5'-11" 6-11" 7'-11" 8'-11" 24 V-0" T-1" 1'-2 V-3" 2-5" 3-7 4-9" 5'-10' T 2 9-4- 9'-6" 101-9" 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S SIMPS( w/ (22) ' NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) -1 11=1 I 1=1 I 1=1 I = JI I Nail with 10- 10d nails. --1 11-1 I I-1 I 1=1 I I— — Install tight to top flange. SLEEVE THRU STEM 11= Joist hanger SEE PLAN FOR t a ., • FOUNDATION INFO a STEM FOUNDATION �l GRADE REINF. SEE PLAN Filler block. Nail with 10-10d nails. d Backer block required where top a mount hanger load exceeds 250 lbs. °=40 Install tight to top flange. d-777-7 ✓ 1/4"-2" gap II i - Backer Block �� - I A/C CHASE 4" PVC (2) 45 REBAR "Top Mount" "Face Mount" SLEEVE THRU FOOTING Backer block shall be tight Backer block shall be tight MONO FOUNDATION to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height TYP. FND. PENETRATIONS requirements 7,^I SCALE: N.T.S. X Joist T de th �o P I -JOISTS BUCKETS N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° - (WHEN w/ (18)10d x 1 1/2" °' _, = REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION � ° n a a I I I —I a 71�=��M=Fl I�-I - I 1=1 I I I I I SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' -0" CENTERED @ PIPE PENETRATION ° PVC OR SCH40 SLEEVE / r PLUMBING LINE is � 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 d ° a n° I__IIT- ° � III=III ° SEE FND. PLN. SIZE & REINF. C" 0 N ti Z = a W ono G �O C3 N xs Im re __ c"-a- N fV O tr yi z L 40 b O om t= _ d os� tO y V � y6.f •f > c n O� cc �.. L. E n, ty ty M CV 0 CV c�D CV C=� C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E. $ E 8 NNQ� Q O f 1 8 N � N � R 0 � _ v a c _J a Y � J LL LL_ /7 Z z — z O � ��3' � 21 = f>7 N �_ m ui Q 0 W 00 Z� z w d o Cl)U LL N tU F z o d 000 z W C, M J N M U) to (31 - IL 4-+ 0 w $ U L r 8 I U -CJD 0 0 Lo M J > co E - z F; o caE = 0 CL ZLL d t o s� 7 K �z m 8 WCn � Y nw z JInJ_ o �J ��C = U F_ rn 0-4 O � ~ Co o N CV jL O `n Cr E ri T T 50 °° U O CN p LO Cv m Np U-5 .-. '0 (? Llf') Q C:) N O O N c 11.0 r mot- m T v; z z E �a m a E v v a o _J JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP') VARIES t� 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 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING - @16" O.C. W/ (2) 10'-0" (R302.11) r 16d TOENAILS T & 3 �I Yi]:i1J►1�]�:��l��f�► 11 REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 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" 6 x 6 W1.4 x W1,4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER D p SHINGLE ROOF, SHINGLES TO p BE IN ACCORDANCE w/ ASTM o D7158-CLASS G or H, or ASTM11 �I D3161-CLASS F, IN ' I� — _ ° A — ACCORDANCE w/ TABLE — — — — —U ;LI R905.2.6.1, FLORIDA BUILDINGITS CODE 7TH EDITION (2020) _ 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD 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 FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB CY, AT GARAGE CONTRACTOR MIN PSI MAY VARY PER C/) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND MAMA WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c 04 r ° 00 M D 0? 6 MIL VAPOR — z BARRIER COMP. SOIL. p (COMPACTED TO 95%— MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/ (1 STORY) CHAIRS TYP. STD. 90 HOOK (SEE U.N.C. 4" V-8" (2 STORY) U DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS ��O.H.D. RECESS "tz 1Lll �l I I I I 4 . SEE A/S3 OR J/S6 I I II FOR REINF. INFO. 3" MIN. CLEARANCE 1' " 1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR r EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: 'FOR BEARING WALL W/ UPLIFT ONLY 0%) 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT- I I GARAGE DEPTH VARIES I I I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�07 INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 10'-0" (R302.11) �, LAYERS W/ TOTAL THICKNESS 7/8" OVER I 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2-X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD " 1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP (24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REINFORCING N FIBERMESH WEEP SCREED INSTALLED BAR —� 2x P.T. PLATE ' ci PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR GRAD_ E _ D D z_ SPLICE GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP W� ° FINISH GRADE o0 M (GRADE 60 MIN. Fy= 60ksi] ? M — — — D D • 25" MIN. LAP [30" MIN. LAP] --- .. -- ... M M -- °O 6 MIL VAPOR BARRIER TIT I P P _ °° z #5 REINFORCING BAR R 1 7/8 —\ z I I I D. �T1-1Tf-1Ti—I If= N T I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /a„ GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS — /2" 6 x 6 W1.4 x W1.4 @ 24" O.C.) WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 1/2" 31/2"MIN. I r 31/2"MIN. A.F.F. o p . N o ° p TTP31/2"(min.)- 4" o ° 1/2"(min.)- 4, _,,, — _ — _ m _ _ -- - -- -- 31/2"(min. -4" — — 31/2"(min.) -4" 1=1 1T __ 1T�1Tf _ F —_ ITf ,=, (2) #5 CONT. I I'� — r I (2) #5 CONT. -I 4" — __'_ , 4 V-4" 8 U.N.O. MIN, U.N.O. TYPICAL BEARING WALL 0 STEP 0 SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 GOr" PE�� S j\�OS�GJ M NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM w END OF 2" x PLATE 0 W D U n_ °. g ! RI I-LU I LU 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH Cl) E p 111-1 III; o III I I I_I I_I I- r I I I •j r �Ir=1 #5 LAP SPLICE 2 #5 CONT COMP. SOIL. (COMPACTED TO D ° 95%MODIFIED PROCTOR ASTM -ITT=�T— = TT --- D1557) ITT T1TmT1T,,,TTfTTT 1TT,1T>= 4" V-4" FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ° ° a `v GRADE °° — — — — — • _ rrT rr rt—T rr—t 0) #5 REBAR w/ OPT. T Tf(=TTT=1T� TTl— I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS N' M 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS f i SEE TYP, WALL SECTION FOR SCALE: N,T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP, BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALA� — ,• a • INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a 00 co 6 MIL VAPOR _- BARRIER 36" MIN. LAP [36" MIN. LAP] f ON 3" CHAIRS 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN VARI 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR - & LAYOUT DESIGN — — TOP OF BEAM - -° (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL 00 — - a t. BEAM SIZE & Tu. a CONNECTION INFO M - a 4 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - g' z ATTACHED PER NAILING FOR REINF. INFO. co w ° SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE s w CONNECTION INFO, SLAB STEP & RECESS S.G.D. rM U) SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL I I EXTTO END FILL CELLS -- W/ DRYWALL SCREWS @ 8"O.C. PAD E INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT, FOOTING STEEL I I MAT REINFORCING. `= ' ON FLOOR PLAN w PZ SIZE VARIES PER PLAN M CONT. BEAD SEALANT ¢ > w/ IN. (2) #5 VERTICALS 00 Z GRAD > UJI FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cam, w SIZE AND REINFORCEMENT) CD L • WWF OR FIBERMESH �,, U) P w oLU a ` BRICK PAVERS or SLAB PER 0 o `n • • • • z OMMUNITY SPECS `L — •1100.-, 1 sPA 1111 INTERIOR WALL SLAB STEP NON-BRG. KK� TAPERED COLUMN FRAMING (CID1112� - FOOTING U BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 7 N Z 0 W O ✓ O ati o < N Y a y °' E c z " 3 a ^- N o a m N 0 N N .. Lo o To the best of the Engineers knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. e} o A0 ; �00 � u 0 N �:R u rL a Z LL a z M LL Z o Z Maw 0 rm� o jN CV rD m J Q W ogin D^ d °J p Z 0 W Co N :E M i� lV Q U In O❑ Z W ry IR S_ Li; N Q) ct> a 4-, <;> 0 s .F; d U So v' C_ `� w • w 0 a. M N sm U_ s a w a o C, ru Z CO < w�2� a w = C mJ iy Um z � �u 3 O Qa o< a j Wm O N � S tJ M V Ul4 0 n . 0 `O > C6 = N F— U CWv rn CC N (� O °' N CV jL O Ln r`T ICU 00 m O }, O cv F— M L! co p LO coo N O N to r mot- Mom—, a E Z z r E N Iu E 0 -0 m � ILU _j Q JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. S3 (MONO) (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 DOUBLE 2x TOP PLATE -� ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY I „ 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 2AIMUMINTERIOR HEADER FLUSH TO OUTSIDE OPTION EXION FROM EXTERIOR WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE w".,.,-2x O BLOCKING (2) 2x HEADER PER PLAN YBOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D _ 2x BLOCKING @ MID '+ POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF 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. L F BLOCK WALL IS 2 1/4"CL TO DRAIN - EXTERIOR WALL WALL CLEAN -OUT ASCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1STCOURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVALMASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE MANUFACTURER.WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRYLAYOUT DSSCALE: N.T.S. KNOCK-OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT STD. 90HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN)OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. 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 1/2"X9 1/2" PLYWOOD --CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL -MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE WO FORM CREATES CONCRETE RECESS TO 2x4 (NOM.)RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U.GARAGE DOORGARAGE DOOR ROLLER CONNECTION ASSEMBLY —GARAGE FLOOR TRAVEL DIRECTION OFGARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BBLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATERGARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88"7158" 4134" 10"6 3/4" 3 1/2"- h-2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 11/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8"O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE fOP aiARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCKSCALE: N.T.S. HEADER SUPPORT NO.OF JACKS & STUDS REQ. AT OPENINGS OPENING2" x 4" WALL 2" x 6" WALL STRAPS SIZEJACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1 (2) (1) (2 (1)LSTA30 4'- 9' (2) (3) (2) (2) (1)LSTA30 9'-16' (3) (4) (2) (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE " HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" 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 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4SP2 2X STUDS @ 24" O.C TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (NP•) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS END FASTENED TO TRUSSES WITH 8d REQUIRED@EACH COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKINGv0/C FIELD g2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATEEQUAL @ 12" O.C. MOISTURE BARRIER ROOFTRUSS SEE A/S3 FOR7_\ TAGGERED FROM BOT. UPLIFT CONNECTORREINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELLW/ STD. 900 HOOK IN K.O. BLOCK7-M- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE %PSPN516Z w/ (12) 16d NAILS TOP2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED ATTACH ALLEXTERIOR STUDS W/ (4) 16d TOENAILS TO 7bP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICALOVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S.F= 2240 LBSSIMPSONSIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS S4PSONSP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2XTOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N,T.S.2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) , (5645# SPF) i (6970# SPF) ►S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. 2 & NUT DXIED A.T.R. &NUT 2X8 P.T. BOTTOM P TE5/8"x10" "J" BOLT@ 24" O.C. MAX.0 (MIN. (2) PER BOTTOM PLATE) SIMPSONC SP4 ROOFTRUSSABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0O.C. MASONRY WALL 10d NAILS @ 4A10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING o o BEYOND. 'Kr N PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES E SHEATHING & 8" O/C FIELD • SIMPSON SP4 w/ (6)10d x 112" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 w/ (12) 10d NAILS MASONRYSIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D5/8"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" O.C. FRAMING DETAILS ABOVE ENTRY RREV. 06.24.22 SCALE: N.T.S. S4 N N 1 r- '' r = o t CD Or. C 1 CK %A- a N N P ,n •C p Co a�C' :14 C) co o u o O N A c E 0 M CV O CV N 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 O v E M N a 8 N v o N c r � (0(� Y a G ��� y N rn C" w w M C'° a a ro a Lo C7 J � Z Z mcg � O '0o m 7Uri w Z Cl)Z0 O H N z O U ❑❑❑ Z W c� G. M N 0 rl . 8 O L N U L IJ J C)CS 0 o a U_ ¢o - E 4 o _ _ rc � a 2 K w co C zaz "0 ,gym z 5 J �.: m z ID- 8 az W2 ca o M a n o Q Ln >� TT N 1 U rn L O Co I— CO p P CN Cn o L,n Cr CL , T_ E n co 60 ° m O a-�+ a--+ p coLO L!7 +_ -0 ch O Ln Q O (0 ir7 04 C:)1- N r m M E tv E z E cc m a 'a°? 0 _j a o c °J' JOB NO : 23-05725-05728 SCALE : AS NOTED SHEET NO. S4 —_ � �, � �u , ■ �, � _ n _ � �I III � � i I I I ! I - 1 — II 1. I — �— � _ _ I_I II I� III � L- SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4x2 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 DETAILS (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 Mom( 9„ BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ 2 16d NAILS UNSUPPORTED, () MAX. 9" 1-7 SEE STRUCTURAL NOTES AND NAILING �� IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SE 1 45°± / 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W! (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE ) RIDGE FASTENED AT H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROMLSIMPSON FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W! (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. Jill THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING E 0/S5 DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM / RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END / / "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2) l Od (NOT REQ'D WHEN / V. / AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ \ / \��</ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING // �` \\ 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE // \ 2 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF / \ \ N ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. \NAILS \ @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED \\ O.C. FIELD \\ \ (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" ILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH P.T. . FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS MOISTURE BARRIER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION rT�TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION cO co SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ 1f " (2) 16d NAILS WOOD TRUSSES is 60 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM 1 2" ' RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3)It BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2INAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY x @ SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) /-GABLE TRUSS �1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION T ( ) 2x4 "T" ON TOP OF PANEL BLOCKING FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. a� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SECTION g SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 -MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C ,-MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 , 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ IC NAILS @ 4" O.0 TYPICAL _ GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTOA CHORD BRACING 2X4 MIN. a NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C" o` N ti O d� Ct• n G C A V C-I .o Innrc ., Gu-a N CO C= cv t N 'O O eU cy-- V 3 it1 3 d N r- a. Ch CV O N co fV o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal H H a g E S N V C y O P 1,,61 sc 7 °° rn % to a t9 OMvvd a ��u- d Y z � o E M _ °' 0 r m8 o13 0 Ix W E 8 C`1� co LH Q o�n d m co W Z LL 0- p w N Ce) Z N H z Z OU ❑❑❑ W a) I:fc N , - r � r I n N L �-J a lL Y O �rara W J E g I i <C 5?sm 14 ca- ECV o *K CZ> p ru �r .. z � E I oz zj m � = a, Wo 5 5 m ap M LL 1 L O W ..J.. U rn �1 L CD m 0 L_ T (0 O a N cC i NLL.O Ln T � � y � oT0 0 � L) O N O N I--- M LO Q O N CV LO M __ T E Z z E C a v _j ¢ o JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. 1. I_ --- =-___H I- -- 1 1- 1 1 1 1 11 A 1 1 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATIO BAFFLE 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE,P, SPACE INTO APPROX. EQUAL AREAS. FLOOR SYST!71 ' ER\ N 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" —� GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY E �--� d . . CV ° A M — _ °- 6x6 W1.4xW1.4T�—I a ° WWF OR FIBERMESH a � Til-1 =1TI FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J ~ PLYWOOD SHEATHING - NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w LU 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 �— APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. t- 3RD LAYER 1/8" THICK. _j LLw —INSULATION PER CHART ON FLOOR PLAN B R MUM S6 I ETAL SEAT OR FELT 1 PAPER FOR MOISTURE BARRIER STD. 90 HOOK (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) M EL U 4"x4" INSPECTION PORT AT Cr CL EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE =1NISH GRADE 00 jTFLL \—STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR —` (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTIONri REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD 2nd FLOOR W, BEAMIGIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST — —6:�] U— *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: " USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED 99 T PLAN INSTALLED PER MANUF. . 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dxl 1/2" O/C FOR THE 1ST 2'-O" OF I NAILS @ 24" O.C. INTO TRUSS END WALL W/(2)1 0dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1— " " 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST 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 INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 11 - ° �.... �.. .° fjl—Fj-� —11 III— — IIIl—llr —[I J J_�l �I I 1-1 I 1—I I. ' (3) #5 CONT. ON 3" TiT I I - 1-1 1—I I 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION rS— SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB —� EXPOSUREI SHEATHING t PROVIDE BLOCKING AS REQUIRED PER w O SECTION X-X IF NJ NOT FULL HEIGHT SHEET O F J co O V) z — TT (§7 FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB SHEATHING W SOLID 2x 2 n C 11 BLOCKING Q ALL C SHEATHING o) EDGES (SEE OPENING TI N X-X LU w C x 11 IL_ x E r 2x STUD W II I I BEYOND.I ySEE PLAN O All I I J1—i I to 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 y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". K (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z W = CO NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O C. w/ 8d COMMON NAIL. O n OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J w LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER y O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q � OOcn v~i O w m LL O OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 O MEMBER IF GABLE END " NOTE 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 2x4 P.T BASE DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S„ = NAIL SPACING tS. 3/4" S 1/2" 'I 'I 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 w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ Y O.C. STAGGERED FOR SHEATHING vFanre, a,nrKiur. SECTION X-X t94,DlbvtP 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.) C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE Op\R/0 N\ SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN._\ I SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH a a a ° e ° M I I I_I I _III_ -I I I_I I I —III I I , a IIIIIIIIIIIIIIII .° tpr III —III (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) 2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' 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. W FINISH GRADE C? ;IIII;�I 42� @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. I N N N r+'. c A -� a aA W ✓ p C m 7� '73 I.V CY Co O �'a 10-0 p C3- G o> A v• '�•.. 3 An.e m d v jp 7 d + r cs a o M CV C=) CV CO CV O 1u 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, Q E 1 O N 810 v m I (A 0 � +��� tii ri f� LL W M M 'T o_ a- Q `� uj a 4 J LL z Z ��rn t m o O O m J Q Win�QjQ' a z Z cn Z O H LLW N Z OU ❑❑❑ W (M 12 - j ...>; Q G O �o 0 t� w20Y u M C) O ,- g In r — ro F8 I r � M J y ¢ ECL E ° 'LL z < ic-11 'd O E , Jz m Z CD � .� t d L rc W C/J ro C z z i', i0 zr j J a 2 u W`/3 LL� vw Cno 5 o Q >� = U rn 0 O Co � ~ co to N CV cC i � N Oco Cr U 0 Co O CV CV M Lr7 C)a) N QLO o N c r �i- LO m z : T i/i O Z a E U J Q o JOB NO : 23-05725-05728 SCALE : AS NOTED SHEET NO. S6 (MONO) 1 I 1 t— -A :. --t' I I — - I 1 f I Ill I t I L. I I _- I I I I I I I I I SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUT NAILED MATCH NOS OTHER 1 \ 6', 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x DRAFT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU / NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" = V-0" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER A MAINTAIN BETWEEN" \ AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 10 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 \ I NOT TOUCH STRINGERS I 1 SYP CUT TO FIT 4RS IN WALL �2x12 SYP I � B I I BEARS IN WALL 2x4 BLOCKING FOR 2x12 C I 2x4 PT UNDER 2x12 I I —2x6 SYP / \ \ ROVIDE MOISTURE PROTECTION / / 2x4 SYP BLOCKING / LAAAT�TAACH ALL COMPONENTS " \ FOR STRAP STAIR TO CONC. W/ X2x4 PT NOTCHED INTO STRINGER w/ATTACH TAPCONS @ MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE (S�>P6SdON1M�212 ALL COMPONENTS 1x4 GLUED AND / AT STRINGER CONTACT POINTS \ NAILS) OF STAIR TO CO NC. W/ 4" X NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. \ (I EW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER ___[ TOP OF STRINGER TREAD / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT�� [_ / STOP 2x8 SYP DRYWALL STOP 1� MUST NOT TOUCH STRINGERS G I E2x4 BLOCKING FOR 2x12 SIMPSON A35 I2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER\ (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLUE AILS) S) x 1 1/2" N STRINGER CONTACT POINTS NAILS) VVh LL SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED 4' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 1— x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" INGER 0 GLUED I NAILED SECTION D-D SCALE. 1" = V-0" -3/4 PLYWOOD ON DECK H —2x8 SYP GLUED 2x4 SYP BLOCKING , AND NAILED TO FOR STRAP FRAMING (SIMPSON N MTS12 w/ (14) 14) 10d x 1 1/2" / 2x4 DRAFT 2x12 NAILS) STOP TREAD GLUED IL NAILED—\ i 2x�� IDRAFT S 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 SE SECTION VIEW "E" CTION VIEW SCALE: J" = 1'-0" SCALE: 1" = V-0" -3/4 PLYWC ON DECK —2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 DRYWALL STOP % \ NOT SHOWN / STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SECTION VIEW "C" \ FLOOR TRUSS OR / GIRDER, FIELD VERIFY J� SCALE: 1" = 1'-0" CONN. TO BOTT OF NEWEL POST PER CONTRACT, (2) LAYER a' EDGE GOLD PROVIDE SOLID BLOCKING R PLYWOOD BELOW ALL NEWEL POST OSB O OR 1 R PL16" W FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" F SECTION VIEW SCALE: 4" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" (WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO (RING WALL BELOW L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES (WALL JOINT YWALL TO ✓ER JOISTS) H 2X STRING R 2X BLOCKING SIMPSON MTSj2 w/ (14) 10d x 1 1/2"111N\AILS a(JDD OR 2X BLOCNG R I S E-1,13 / VARIES SECTION VIEW "H" SCALE. 1" = V-0" 1 I j W CD t A ^ �r m T= N - °f � c ' tj Q w � U M CV O CV CO N u') CZ> 4, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N f. a E $ N o Ms °p� in N_ ci 6 0 �rNic� M u a a d J LL LL z 0 2 I: co o OCV (D m w c cd�pjQ d K z LLW 0 o w (1)Z 0 y H aN OU ❑❑❑ W Cl- - n N tnJ'), -1 co �� o C3 W 4-1ti «, w a U � 0 �n V) w � r � N v M LL M .. J £ o � s�N tJi to E �OL o , = F� f0 'u - uJ C a a z cfl o [C r/J ra - () J b v> W O `} w w m N ¢ 2 h O aq d,J 2CD B >� ui Co o N CV ;� O LM T Cr E n V M T� oT0 o * to U r O N 0 N F— Q O ch piz N L o N (0 � N T � r m T iri Z z E a E U -j Q p c JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET N0. ST DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. r 1x4 P.T. APPROVAL FOR CONN. (� 1x4 1 X 4 FURRING 3-1/4" LONG X 3/1613 L FURRING 3/16"0 X 3" LONG TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 wl (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER*2'r" EACH END W/ MIN TO PRODUCT TO PRODUCTDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO (2) ROWS 3/16' x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2"EDGE DIST.FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. A5 REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"o.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK sm- W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1/4" MAX 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. - BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO ._ BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 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 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION SE SE WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REBI (TYP,) STD. 90 HOOK (� IL tt NOTCH WEB AT FIRST 2 COURSI -' '-- '�APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. -��;, �` '�� 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CON* (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 L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL `— FILLED CELL PER FOUNDATION PLAN tR YP.) fHE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS ,, #5 REBAR (TYP,) �, STD. 90` HOOK (TYP.) FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE - �- ALUM FASCIA PER PLAN I 1-3/4" TRIM PAINTED F CHANNEL, I I SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW I Y I CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FIL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT FO SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* / 2 X 4 #2 SYP SCAB TO SIDE OF RUSS AS 2x �VFRya� *DOUBLE 2x40SCAB FOR 2 6' TO 4''-0" O.H. W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER - OVER 6-0" p k •D � .D I I I- -I D ° ITI J1E GRADE °cli n cv p •D A a � D . (2) #5 REBAR. (1-STORY) 16" MIN, (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 100 .1 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" + (F/VQ + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—/ SCHED. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS ' + REQUIRED TO �+ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX, 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS c1=G cu�FT n� etin SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, - 1 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 0 CHTCHT 1WB @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS #41111,, INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP z 0 U_ 0 w U U a U) SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO I� FILL 1st 4 COURSES 1J�I" SOLID W/GROUT a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. -4 e" OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. SCALE: N.T.S. INISH FLO • • . ►.. #5 BAR p 101, . D • [:::CENTERED W/ g - • e► s H IN TOP o • d ' ' KNOCKOUT / c., p " CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS - CLEAN FILL .► •• ! DIRT 6 z •,• • STANDARD o to 90' HOOK cv #5 BAR IN FILLED CELL, � , -., , , J. i\ ✓♦ \ STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"6" 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 �J EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. N N N 0 Z c o t v r co N Q y N yr p.t c '� c O y Q W N v - M W J W c E n- r� n M N 4 N CO N 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. p E S N o :1 Nto o LL wa a r�Ni Cc J d Y a U 1� � z J0z L coV O 7`11 a r�� j f0 N CO m J Q W��pjO' z Z - N z 0U S M IL W � N Q co � r z O U ❑❑❑ W .L N C7 S C1 N n N M U O N V) L N v fCS L 1 Y or Q E c 0 0 E v wu <N =I w� CL a� n r6 W C3 c >a _ U "10 & zLL m � J> � Z '5 O > C '3 W y o 's ¢ _w o _ O _s R Z 0 �C) > CO = U �— c m m O CO F- (0 CV N 04 LO r 0- CW I� co T 00 o 4—+ m O T O v cD ch LO +... � M p Q 0 LO L f7 Ln 04 O E E m E T vi Z Z E 'v c ELU � Q O C JOB NO : 23-05725-05728 SCALE : AS NOTED SHEET NO. f 'DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING SEE ,-ROOF PLAN SHEATHING —BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A - X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. Cg-- _ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS �K USSES (2) 12D NAILS - } AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 W/ (14) - 10d X 1 1/2" EACH DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT -TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS '41, \ DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 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 A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -'--L- WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" DIAGONAL - AT 8'-0" MAX TRUSS SCALE: 1 /2"=V-0" HIP G.T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A W/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A @ 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 @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 2) SIMPSON SDWC15600 SCREWS PROVIDE F.C.LAP ( @ �- -- SPLICE @ F.REBAR EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE TOP -CHORD BEARING SIDE OF THE FLOOR TRUSS FOR AN ARE _ FLOOR TRUSSES @ 5 1000 SQ. FT. OF - 24" O.C. F, FLOOR AREA & SEALED - x PENETRATION AREA W/ � 2) 2x8 SYP #2 P.T. 1 FOAM. DRAFTSTOPPING LEDGER ATTACHED TO SHALL DIVIDE THE MASONRY w/ (2) ROWS CONCEALED SPACE INTO 5/8" SIMPSON TITEN HD, APPROX. EQUAL AREAS. - MIN. 5" EMBEDMENT @ 24" O.C. STAGGERED @ 12" O.C. DOUBLE KNOCK -OUT - BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @ EXTERIOR WALL 53 SCALE: 3/4" = V-0" 2'-0" MIN. LAP SPLICE 1'-0" 6" 6" 1'-0" 6" 6" 01 TYP. 1'-0" TYP. O O 1 O O o O SPLICE O O 1 O O O O 2.0 SPLICE BEYOND Z-O" PART. ELEV. VIEW DBL. KO. BLOCK MIN. MIN. TYP. a a a 24" MIN. (2) 2x8 P.T. ATTACHED (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" - PROVIDE 30" LAP SPLICE @ F.C. REBAR. (2) ROWS OF 10d NAILS @ 4" O.C. MASI FLOOR TRUSSES SEE @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH (2)2x8 SYP #2 P.T. COURSE LEDGER ATTACHED TO MASONRY W/ _ (2) 5/8" DIA. TITEN HD MIN. 5" EMBEDMENT PER 54/D1 SPACING SIMPSON HGAM10 @ 4'-0" O.C. T & B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" WOOD TRUSS OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. —\ PRE-ENGINEERED ROOF —� TRUSSES AT 24" O.C. MAX (2) LAYERS Vx24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 3/4" ; "-- X " TITEN2 @ 16' O.C. �/ \ FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE NOTES: 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA FILE ASW 1002. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR TOUGHROCK FIREGUARD-C GYPSUM BOARD DETAIL - ADJACENT TO TRUSSES GA FILE ASW 0810 SCALE: 3/4"=V-0" M\ •17.41 T1117AIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TITEN2 @ 24" O.C. T&B TRUSS (6) .162" x 3 1/2" NAILS TRUSS TO LEDGER & (4) .148" x 1 1/2" LEDGER DETAIL SCALE: 3/4" = V-0" MASONRY WALL - . SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) 41'x3" TITEN2 SCREWS @ 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL e SCALE: 3/4" = V-0" PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING 12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK NO MINIMUM AIR SPACE SEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS w/ BATTEN STRIPS ELEV. MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED 1" DENSGLASS ULTRA WITH APPROVED FIRE CAULKING. SHAFT LINER �� X �\ ,A k x _� '� �:) • �..� cif . 2x4 BLOCKING @ 48" O.C. MAX. W/ 0 LB FELT (SHINGLES) (2) 16d TOE NAILS @ EACH END FIRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD ABOVE AT EACH SIDE OVER PARTY WALL 2x4 LEDGER @ 48" O.C. SEE ROOF PLAN --- -- FOR STRAP INFO. — — MAX VERTICALLY NAILED TO TRUSS WEBS W/ (2) 8d BASE BOARD PER SPECS STD 902 HOOK 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR UL-U905 (see sht 9) LOCATIONS) 2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2 (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8" TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6" EACH SIDE OF SPLICE AND EACH END SEE 54/D1 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON AT 6" O.C. L EDGES AND 12" O.C. FIELD 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W —\ OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMON AT 6" O.C. TO ONE SIDE OF TOP CHOAD'SRG. FLOOR TRUSS FOR AN AREA < 1000 S.F. l LOOR 'SXSTEM AND SEALED PENETRATION AREAS W/ - - FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 8" CONC. BLOCK (TYP.) PER UL905 - 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. (TYP.) EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER FIRE WALL MFG. FOR PLYWOOD EDGE NAILING R30 INSUL. MIN. SPECIFICATIONS NAILED INTO W/ (2) 1/4"x3" TITEN2 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (2) SIMPSON SDWC15600 v —(1) LAYER 1/2" HIGH STRENGTH SCREWS @ EACH TRUSS TO OR 5/8" GYP. WB. W/ 1 3/8" LEDGER E. DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES. SIMPSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS 3/4" FLOOR INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4" SHEATHING TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIPS INSTALLATION (TYP. ON BOTH FACES OF WALL) 1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 1/2" GYP. WB OR 3/8" 8"x8"x16" CONC. KNOCKOUT PLYWOOD/ BLK. W/ 1 #5 ROD CONT. TYPE 2-M-W OSB FILLED W/ GROUT (DRAFTSTOPPING) 4"x4" INSPECTION PORT AT 0 BE NAILED W/8d w EACH FILLED CELL (TYP.) COMMON @ 6" O/C TO c) ONE SIDE OF THE 1x P.T. BASE NAILER a - FLOOR TRUSS FOR AN AREA <- 1 00 S . F' /n STD. 90Q HOOK (SEE DETAIL) OF NAIL FLOOR TRUSS TO LEDGER W/ FLOOR AREA &SEALED 4 10d TOENAILS (TYP.) EA. SIDE PENETRATION AREA W/ FOAM. DRAFTSTOPPING _. SHALL DIVIDE THE � 7/y/ (2) SIMPSON SDWC15600 SCREWS @ CONCEALED SPACE INTO EACH TRUSS TO LEDGER APPROX. EQUAL AREAS. TOP CHORD BRG. FLOOR SYSTEM; PRE-ENGINEERE FLOOR TRUSS' AT - -. .- 24" 0 C DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD CONT. IN EA. COURSE FILLED W/ GROUT 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 112" GYP. WB. 111 _..--TYP. "S" MORTAR (TYP.) Z J �a N QL 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) 0 • . T (4) #5 CONT. STD. 909 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION rPV�0': SCALE: 3/4"= V-0" REV. 05.24.23 GYP. BOARD CLG. SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. (2)-1 X 4 P.T. NAILER BASE BOAR[ PER SPECS. CONC. SLAB SEE FOUND. 6 MIL VISQUI TREATED; rk SEE PLAN TOP OF PLATE TOP COURSE W/ LINTEL SEE PLAN 0 _ SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING l ` #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL DP OF SLAB 00 CV 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" REV. 08.20.21 0'-0" F.F. VARIES WITH SITE GRADES SEE PLAN e1 0 N 7 G 0 dy o $ p p- G co N d N 0 3 O w c' a d .G .eC i.7 G ry A -r 7 it S s � � U G �w M N N CO N 114M. a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Englneer's signature and seal. H H o f S N 4 N N N # V d m � 0 N J �rNi47 fA LL ° a u- o z o�rn o u 2 5 0. o Z 25mg� o rONrD m W Q ��m�¢Jm w co Z LO co Z 0 O H LLW N z Z do uu❑ W 01 o� ROM (nv) v n' 0 W 0 ru LU c V O o N N U3 c6 s t � _ U0 N O n :r a E', Co Co wa - 0 o E, Cf.) C ;� z n n z Z m J o >z wl,s L U 0 O > CO ai co CD NO CV N ji LO T r` T OTO U m O � r, (V LO F— � N lf� -. 6 O O Lo Q O N LO O N T �i- � o E ro Ec = T vi Z z C E E a U Q p JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. D1 WEATHER RESISITIVE BARRIER TAPE --.� (ASSEMBLED NANDOW HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure t resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO' BOTTO FLANGI FOLD UP WEATHER RESISTIVE BARRIER & SECURE `TEMPORARILY C_ WOOD FRAME CONSTR. -EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -�, OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO - WINDOW FRAME MASONRY _� / ' ATTACHED PER CODE 6) TOOLED SEALANT ` _ REQUIREMENTS BEAD BRIDGING i 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 WEATHER RESISTIVE BARRIER _�-WINDOW UNIT FLASHING REQUIREMENTS - DOOR ROUGH OPENING - SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-V BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 ----- R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2V I O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING ISO CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING-,, on or accordance we manufacturer's instructions. flashing g e corrosion resistant.Fluid-applied applied shingle -fashion in the instructiMetal flhin shall bFluid lied FLANGED WINDOW (SEE (SEE DETAIL P01) 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, _ a (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE AD ESIVEASS OWN)PER TO contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 41 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 21are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAM/DMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING --� SELF -ADHERED FLASHING Sheathing APPROVED HOUSEWRAP `� ___ PATCH STRUCTALATH TWIN TRACK 2.5 - - - - " stucco 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME -- _ - APPROVED FLASHING TAPE --- _--' --__ DOUBLE O3 n n 2 W" SEALANT SOCKET WITH JOIST TOOLED APPROVED SEALANT �j SINGLE WOOD BEAM JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall „ SELF -ADHERED FLASHING 1 2 3" MIN SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING Q 5 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING 0 SELF -ADHERED FLASHING QI* FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST , OUTSIDE CORNER ' II 2x FRAMEWALL SELF -ADHERED FLASHING STRIP OF SAF LEGEND PRODUCTS DETAILS TILE FINISH DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT a I I -T BARRIER (WRB) -BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO rn \ SELF FURRING SF LATH 1/2 DUROCK > ( ) PER THE FBC RESIDENTIAL 7TH EDITION (2020) PLASTER ACCESSORY SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS t\\\\\�N V-4" PER PLAN z Detail Instructions / I� '� WRAP DP WRB ONTO Refer to the number marked asRinstructions in each detail that corresponds to the 1'-0" PER PLAN v III THE VERTICAL p SURFACE TO TOP OF numbered items in the list below:`! FLANGE AS AN AIR / I BARRIER SLOPE I II ,: - 1. Install self -adhered flashing in order as shown by numbers g° CMU -� �I I 31/2" INCH FLANGE 2. Install flashing and weather resistive barrier to form water shedding _ J laps 4" OR 8" CMU - - -_ _ _ _ -_ _ 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)--- -STRUCTURAL FRAMING 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT - - embedded in the adhesive layer) - for ease of installation and to ��� �^ - ��* ---_-- �� sTRucruRAL SHEATHING THIS GAP IS A RESULT OF minimize scoring cuts d ^ d a PLASTER STOP z STRIP OF SAF NATURAL SHRINKAGE. - �- DO NOT SEAL. 5. Remove all release paper per standard installation instructions and = CU% CONTINUOUS BACKER r --- -- DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6 x 6 LD � ROD & SEALANT DRIP SCREED PLASTIC q; Minimum y SLOPED MUD BED LU ACCESSORY I I -BOND BREAK WRB __ � F- I ili; I SF LATH 6. Fold as shown b arrows ¢ w 7. Angle of corner may vary, adjust folding of the flashing accordingly to N - cwnzi fit tight to corner VINYL SHOWER PAN II - - A - i 8. Mechanically fasten as necessary -- - '-------- SLOPE -- -- II PLASTER STOP _ , CONTITIIN�UN US BACKER ROD " A CEMENTITIOUS FINISH WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIST UNDER DECKING ED FLASHING I (SEE DETAIL WP07) SHOWER SEAT 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 WP02) 4SHING SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS - UNDER DECKING 8 (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SOFFIT/CANTILEVER Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1 /2" to 2" Above Roof Sheathing - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 --- Building Paper -- 7116" O.S.B. 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 Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N N Z w cam., 4 C__�-74 u 0- <c; C4 a w a e d u ,. o to r• 7d X3 A � n M N CZ> CV co CV 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. N Q E cS O M $ � r` m 0 o 1.71 Y � , 00 . LL LL rn^ti- w ' O 2g2Q d d Q rrNj C_J 5 Y CD _J SS Z Z13- ��rn� rmg_ 0 0 12 t -, C tG m W Q W��pj°' K Z 1. IL _ N M Z U r%J H O U ❑❑❑ Z W N M J h � N M 1 � 4JQ1�, L1J a is U 0 s I- c� E 2 8 I L L dj Y rf N m S Illl CD Jp C F E o u E w M �� z000 E ZQ iY L J c,0 is , m J W 0 7 x= rk x u a M � u � � o Q > Cfl S U co tM 0 co 0 O N L CV iL N T � Q E T 00 m n O �1--+ LO N CD M L.f7 .� C:) N __ O Q cr) N T � M o M � r Z z Ev d U � Q c _J JOB NO: 23-05725-05728 SCALE : AS NOTED SHEET NO. Mounting Brackets (1 ) gauge' 4-1 12"x4-V2'x 2-12- Sep Ancrlol SLtleciule Bolts 112'r)ia- A325 GaIv IT)'f1.) 0 11 0 at 14 Self -Drilling SCFC Vv':o AeC Unit &Attorn f-dyb as Hurricane Strap (Ty11ir.A 3 in front) Front Cross Support (Mcly I1< W It tQ W ) Left Bracket (16 Gaugel if 14 Self -Dinning StrevI Thru Brdtkets S Bark Cro sSupportInto AIC Unit Bottom Side (Typical: 3 each slde for hurricane use) o-s!$rr Ug'achers Self -{.ticking Huts tin -ill.. -ALr11r111l1. I1,- 11 i,rn"I,lt"Ph --11I1..11 lnr Ac 91..a Fnl;lacaaed Raiaod tieal Deawitnt; avallshlc allreyuur ( et.aaal ter will Apple I Back Cross Support (,May he cut to tin) Right Bracket (Ili Gauge) Florida Department of Business & Professional Regulation Paget at Building Codes and Standards t2?102021 Product Approval Application Detail ua �raaa,a� .. - Code .. ., emsv or ... Data ' 2111. case Ranging Q4g Tim version Manufacturer &g0[akl endnaHa Llcvne Validated by Yaad d[f9 submitted FMCAmnYel Apgrgyy status Affi-tion 2020 smen Vent ProdudeInc W.hae Gaseam HermseF Norero p.E Lmse aoe•d- P E 1VI0020 12/162020 12128/2020 Appr d category: SOuawal Components (877)441-8364 PE73778 (334)300-1800 subCatoDory: Products WrodOced as a RoaUlr of Infoo.mat acorn New Technology m Cnplionea Minted Evoluatim Repgit from a Florida Reg eta rots NOutoot or 0corood Flonds Profetsienal Engineer FLa5822-118 Products Quality Assurarace Aoorovedlor Use Approved Tor Use Imoeu loal 8e110 Prratluet MteMl. Number er Nsme Product Desolation Cgrarav ExpirelMn Dine in MVH7 outside tlyHZ Rsalliard Peswj1 1 9maRVan1 Mode101544510 Dual Function Flood and Ventllahon Vent 12r312023 Yea Yea NIA e1 ODa 100 2 Sm dV-11 Model #154"11 Duel Function Flood and Ventlatlon Vend 121312023 Yn Yss NIA .100F 100 3 SnlanVent Model a1646520 IntUatetl Flout Vent 171312U23 Yes Yes WA .100/-1D0 4 SmadVent Model a154O.621 In. ulat.d Fl ood Vent 1.11.3 Yas Yes NIA e1004100 5 9-dV-t Model 0154OL524 16&quit; Gangs Don Flood Vent 12/312023 Yes Yes NIA NIA 6 SmeRVenl Mod.] 01540570 Wood Wall Insulsted Flood Vent 12r?V2U21 Yea Yet N/A -1 O0I.1 DO I 9mdVent Me&) #1540-54 14.5&qud: G.hl Door Flood Vent 12/312023 Yes Yas NIA N, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 m 1 1n N2071 Ca9g WIN or 221te sorts DMe lending 211. ]jrya 3(1d0D Menldadurer connect Eminaer &License Validated W Vatalided Submitted FBC Aooroval Avol 31.1. Revision 2020 Drexel MatalsIns Jason Shumate lechery R. Priest Locke Bowden P.E. OW1012020 081091202D 08/202020 xwe 1Oil M020 Apid Category: Roofing i 502, 303-1511 PF 74021 034' 300-1800 autcaeeoory: Metal Rooan9 IshumatelMtlreamat.com ConVilenta Method EvaUatloO Report Trom a Florm, Registered IV hRecl era Licensed Florida Profta C.-I Engineer F1.417879-98 Products QoMy Anwmce Approved for Use Apwoyed for Use Intl Delta $Ogg prodlJa ModN. Humber or Name Product Description eadr8el ExolrMlon DMe in MY41 Wald. HVHZ Resistant are 1 Drexel Motel ROa9np Systems DMG 10ONS, OMC 15085, 13MG 1756, DMG ZOOS, 121310025 Yew No N/A t0/-18o DMG 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pxga2d4 3 a2023 Se.gg4 sooty of , imp gait Dgte PYntllno f" 1= VersionMvaulactura Contact EnpNlaer LLleensa VaifdNuu By .vallgYag Submitted FMC A, --,I gg-ygg 3ii Revision 2020 Therma-Tru Corwetion 6T eye Jesperson Lyndon F. 60 rods F E By. J K)hp. P E 04/15/2021 12J3312020 04222021 06/042071 Appr-d Category: Exlerlor Doors lope, 84Y7828 PE-43409 t813a :r67-65Y aub"o pry: Swelling Exterior Dos prier i slospersonathermall. CorRp1I"`* Method: Evaluation Repon tam a on ,lands Registeredergpltodl era Ln:ensed Fonda P(ofeslonal Engineer FL620/6a-R5 Products Q,,Nty Assurance Aoaaowed fa Use Approved for Use D,,I- S-10 Retool Moa1eL Number or Name Prtel et Delsadptbn Cordrad Eadratirm Date in HVHZ Outside HVHL RB416 coat pargyyQy 1 e. ThennrTru Fbv-Ckeaicsnd 5rn..th-Suer Ncmins108939.8 BgUot lmpad8quol; Opaque 12ni2026 No Yea Yee NIA Composta Edge Fiberpless 8n01a Door dnswlnolOutawlna: X configuration) 2 b. Therma-Tru Fber-Gla» and SmoollrSlar Norchal 6&RS➢:8 &MOO lmped8gtld: Opel we 12312026 No Yes Yea WA Can post. Edge Flb vales Single Dos Frith 3:11tM 61 an9wnp/OU19wing' XO O%IX O%O cannpuraagns3 3 c. Therms-Tru Fiber-Cla"n and Smowh-Star Ngnlnsl68s39'.B swot lmpad8qua; Opaque 12/312020 No Yes Yes WA 4 d Thartha Tm Fiber Classic and Smooth Star 5 e. Therma-1ru Floor Class c and smoeth Fier 6 1 Thermo -Ton Fiber-Clessie and Smooth -Step ➢. 7h,-.-Tru Fiber-Cl a and Nmoofl, 5Szr 8 In The-.-Tru Fiber-CI.-ie ants Smrldh.Slar a 1 Themn TYu Fiber -Oa nalc and Smooth -Star 10 1 Therma Tru Fiber Gassic and Smooth-Sler 11 k. Theml Flber-Classieend Sartori Star 12 1 Therm,-Tru FO-G..., end Smoglb-Sler 13 in Therma-TruFbenCiaei,and 3modh.Sle- 14 n 7heima-7N Fiber Classic ants Smod1i 15 a. Itema-Tru Fiber-Classle and Smooth Star 16 p_ Tnmma-Tru Puber-Classic and Smooth -Star 17 q. Thermo.-tru FMv Ma slc and Smooth -Slav Compost. Edge Fbe glass Double Dom with w without SidrAtes 4lnswrierculsweg. XX or D.XXO configuretch.) Ndminal a&a39:0 aqua:arpadawe, Opaque Composite "a Faerglavg Single Dow do-ioggW 'Irg; X denAguntlonl Hamner 8&a3g;0 "et, noodequot Opaque Co mp."a Edge rib.". Single Door wI In Slds4ae(s) IlnsvingOO.Neing: XO. OX or OXO con ni " sits" Nonuell 8039.0 " Imped8wd', Opens, Composite Edge Fberglasa Double Door with err wtnw! soelges (InP.Ying/Outaeing; XX or OXXO cmfguat-, Nominal 680NA equal enpad" Glazed Composite Edge Fiberglass Single Door (InswingJOlnswmg: X eomigmation) Nor l66039:8&qud', erpad&quoi Glazed Composite Edge Fiberglass Single Dear with Sdeid,( IlnswiilgriOueslily: XO, OX or OXO cmf�rationai Nominal 69a39;8 Bqua,Impactdque( Oozed Conposlte Edge Fitu lass Double Dow Mth or with out Sldelites dnpli ngfoutswtng: XX or OXXO confign-tions) Nominal ailli 0&qud, moadSwal Gazed Composite Edge Fiberglass Single Doa (Inswing/Outswing; X confA tl0rd Nominal 84039:0 Squat anped&q,lot Gazed Composle Edge Flbergless Singe Door with XO.OXorOXO 9ltlelltals) Ima•IrpyOulawirg: mWg .n_" Nominal 681 (1 equal Impou&qua: 0lezed Grxnpw4te Etlpa Fiherylnaa Double Doer with err e'kh cot 61deMe9 (InavinlglOutsain9'. XX err UXXO configurations) Nan nit 6&039 8 8qud:knpecl&qud Glazed Mode Open Composite Edge Fiberglass Single Doorinaw girut sing:X"'elnan- Nmlinel 06039 a &qud,anpaclswd: Glued Melded Open Compost, Edge Fiberglass single Door with Gi.zed Molded Open Sidelllals) (hoeing/00ing, XO, OX or OXO core ega.lece) d Nominal &Mg.$ equJmpadkua, Gla2atl Molded Open Composite Edge Fiberglass Double poor cola w MIhOW U-0 Molded 0- Sldestes (nsxAng/Outswing; XX a OXXO twWrandts) Nominal 69039:8 squa;lmpadawa' ODowe Composle Edge Flborgal," Supia Doorwnh Mokdod Open Sldohi lmswingiOuna',ing: XO. OX IX OX0 e-11giratrww) Nominal 6&"39:8 &qud:mlped&ww. Op... Comeroene Edge Fiberglese Doubts Door with w without Glazed Melded Opera Sid.1i (Inswing/Outsa•Ing: XX or OXXO confiquntlons) 1 2!3 1 RY.026 No Y. Y. NIA 12131R026 No Yee Yoe NIA 12r312026 No Yea Yas N;A 12201RO26 No Yes Yea NIA 12M12024 Ne Yes Yes NIA IM1202e No '(as Yes WA 12r312026 No Yas Yea NIA 12r312026 No Yea Yes N/A 12J31 R n28 No Yca Yea NIA 1MI/21 26 N. Yes Yes N/A 12),112026 nw YM Yea NIA t2L3112026 No Yea Yes WA 12/11/2026 No Yes Yes NIA 12f3121176 NO Yes Ye; WA Florida Department of Business & Plofessional Regulation Par 1 at Building Codes and Standards 162on Product Approval Application Detail inner or eta 20 PAR 1" 291 1,(pe Vaalon Mareanaaturer Cordad Enanav & Licameo validated My V.11 aiad submitted FMC Appi Ap$g(lid $(0(gsy R.A.01, 2020 PGT Industrle, Jens Rasowski hluuni-Dade BCCO -CER Mnfro-Dade BCCO VAL 11110J2020 1028Q020 11242020 Approved cease"! E-flor Doors (9ati 480-0100 (7861 315-2500 auwCNagory: Sliding P.terlo Door Aasemeea Ire6aw&klappllndutnes9 Compinnu MNhdd: CaaineWl Mark a LMIng am FlUi 1-R&3 Products Quality Aesurone Apaeved For Use Aenroved for Use Imoxt Design art 0 Product Model Mumbya Ne its ProdLac1 Oasalptlal contract Expleat , Dine ea HVHZ outside HVKZ RaslNard Pre.euro 9 9DOu5T0(L.Ro himalle Imperil 1Ar1yI Sliding Oleos Door 04)142021 Yes Yea Yes N/A March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2026 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12131/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31l2024 PGT Series 5570 NOA 21-0205.03 +38a7l-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35r0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0l-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349r 1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 Da MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem plank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N!A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong Tie see chart Br TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/3112024 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 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following infiarmation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE Me io or US Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of 3 l Q'022 .2gIC 4.9f1H EntlNtin gala gala Date Pending L92 Ymsio0 Manufacturer Contact Enalne6r&Llcen54! Validated By Validated liubmmed FBC Aanroval Approved statue Rovioion 2020 Therma-Tru Corporation Steve Jesperson Lyndon F Schmidt, P E. Ryan J. King, Pi 07J2312020 0711212020 07/29f2020 IOil 312020 Approved category: Eaterfor Doers (800) 643-7628 PE-43409 (813) 707.0555 SubCalogory: Swinging Eels, or Door Assemblies ➢)aspen 10thannatr. e. Compliance Method: Evaluation Report from a m Florida Rengstered Are"rel era LlophSed Florida Professional Engineer FLIM470-1i Products Quality Arid rental Approvedfor Uee Approvedfor Use gpg;gt 1141i1gC Sao PfOductM2deLNumDar "Nam" ProductDescnotion ContractExpiratlonOn InHvli2: Outside HVHZ Resistant Perssuro 1 a. Tharrna-Tru Fbe Qassrc and 5mooth-Star Nominal U01398 "lmpact", Opaque 12131/2022 Yon Yoa You NIA C-pgade Edgo oor Fiberglass Shots D (I no-NiDutsiv%; X confguntion) 2 b. Thermo-Tru Fiber-Claeaic and Smooth -Star Nominal U4139.8 SquoOmpact&quo1; Opaque 12J3112027 Yes Yese A Compact. Edge Fiberglass Sangho Door with Sidelte(s) (In s,rilWOutswne XO, OX or OXO �� conflgutallons) 3 c. Therma Tru FAterClasslc and SmoothStar Nominal 6&0%8 &quoLImpact&quo1. Opaque 1223112022 Yes YeaA Composite Edge Fiberglass Double Door with or without Sisal teswinglOutavling; XX of OXXO configurations) 4 d.Thames.Tlu Flber-Claasie and Smrmth•Star Nomine18&i139,08grxot;lmpaci8quot; Opaque 17J312022 Yes �� 0al Composite Edge Fiberglass Sngle Door1l nsenngfOut5vimq: X configuration)5 e. Thermo-Tru Fiber -Classic and Smooth Star Curic.189059,0 &qud,, Irnpacl": Opaque 12Y312(172 Yes YeafA Composite Edge Fiberglass Smgk Door with Sidelte(s) (IrnvAnglOulgwinp. XO, OX or OXO 6 r Therma-Tru Flba-Clasoic and SrnOothStar configurations) Nominal 88,111 "lmpact&quat, Opaque 12J31 r2I122 Yee �� Yea r PiiA Composite Edge Fiberglass Double Door vAth or J 40 V ,snout Bilolit-l; lswingi0dtevdng: XX or OXXO � T gTherma-Tru Flibel"Isic no Smooth -Star wfigurahens) Nomtngl8&s39;88glat,impect"e Glazed 12J31 r2022 Yes Y9 a�Ye1' OW� Composite Edge Fiberglass Single Door c"1 rD (InswinglOw-mg; X configuration) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&H39:8 &glat impact&Quilt; Glazed Composite Edge Fiberglass Single Door%Mth 1213112022 Yos Sidelsa(s) (InawinglOutevnng, XO, OX or OXO ) ions configurat �'. O- ✓ 9 Therma-Tru Fiber-Classicand Smooth -Star ominalions8&quo[:Impact&quo; Glazed 12/3112022 Yes ifs el O Composite Edge Fiberglass Double Door Win or d 0 ' Wthout Sideltee (Ins ring/Outavirg: XX or OXXO [( 10 j Therma-Tru Fiber-Classlc and Smooth -Star configurations) Nominal 8&ll",ImPact" Glazed 12J312022 Yes i pF V Ye Yes, -••NIA,. G7 Composite Edge Fiberfill- Single Door y d T 11 k. Therma-Tru Fiber.Classlc (Inswing/OulswlinS; X configuration) �•� •N!I and Smooth -Star Nominal88s39,0 "lm"ct&quoI, Glazed Composite Edge Fiberglass Single Door vAth I WI2O22 Yes Y11s T. Yes 7 O- Scelt'l (InsisceiOubawdng, XO, OX or OXO configurations) 12 I. Therma-Tru Fibar-Clasetc and Smooth -Star Nominal 8&f139,0 %quoklmpscti i Glazed 12131/2022 Yes Yes Yes NQ- Compoele Edge Fiberglass Double Door Ah or vnthout Satellites (IrlsavirglOuttAvlrp'. XX or OXXO -` ronfiguato s) 13 Ion Therrinsi Fiber -Classic and Smooth -Star Nominal 6&a39'6 &g(wtlmpact" Opaque t 7J3112022 Y.s Yes Yale, NIA Composite Edge Feelglas Single Door with "Non-Imped"a Sldellle(s) (lu-ng/Outswiog; XO, OX or OXO confgurabons) 14 n.Therma-T ru Flbsr-Glasslc end Smootn-Star Nominal 6&1f39,8"lmpact" Opaque 12J31=2 Yes Yes. vale NIA Composite Edge Fiberglass Double Door with 8zluot;No Irripad8quot Sidelines(I nsw1rg10utswa ng; OXXO configuration) t;i o Thermal Tru Fibor Classic and 6mooth-Star Nominal W039,0 "lmpad" Opaque 12)3112022 Yen Yea Yes NJA Composite Edge Fiberglass Single Door with &qual;Non-Impad8quot Sidelite(n) (Inswtng10uN"nG: XO, OX Or OXO OOn%uraticn6) 16 p. Therma-Tru Fiber-Clessle and Snloolh-Star Nominel89939;0 "impoct", Opaque 12J31/2022 Yes Yes Vas NJA Composite Edge Fiberglass Double Door Ath 8quct,Non-ImpadB,quot, Sidelines pn"mg/Outsvnng; OXXO configuration) 17 q. Th.-Tru RID -Class. and Smenth.Sfar Nominal 6&a398 &quoe Non-Irnpaet&quat. Opaque 12J3112022 Yes Yes No NfA Connit"le Edge Fiberglass Single Door (Inswtngifoutswing; X confguration) 18 r Therrra-Tru Fiber -Classic and Smooth Star Nominal 8&4139:8 8quot.Non-Impact" Opaque 12/31/2022 Yes Yes No N/A Composle Edge Fiberglass Single Door with Sldelte(e) (Ins,11 WOulakving, XO, OX a OXO configuration.) 19 a. Tl arma-Tm Fiber -Clads and Smoolh-Star Nominal 6&s39;68quot Non-Impagt", Opaque 1 war-1022 Yes Yes No NIA Composite Edge Fiberglass Double Door vAth or Wthout Sidelites (Inswing,iOutsvin g, XX., O)(XO conflguretmns) 20 1. Therma-Tru F16er-Classic and Smooth -Star Nominal 8&1139;0 " Non-Impact&qucn, Opaque 1W3112022 Yes Yes No NIA Composite Edge Fiberglass Single Doer (Inswing/OutsvvinS; X ennfi9u i,.c) 21 u. Themla-Tru 'bar -Classic and Smooth -Star Nomina18&11Sq-t.Non-ImparobIl < Opaque 12/31/2022 Yes Yes No N7A Composite Edge Fiberglass Single Door with Sidealte(s) linen iplOuaswing, XO. OX on OXO confiourationsi 22 v. Theme-Tru Fiber-Gassic and Smonlh-Star Nominal 8&g39;0 &quat;Nm-Imparl8gvnl; Opaque 12/3172M Yos Yes No NIA C. to Edge Fiberglass Double Door vAth or without Sidelines (Irr6win9)Outessma. )Va OXXO configurations) 23 w, Thonos-Tru Fiber-Clasoic and Smooth -Star Nominal 68439.8 "Nal-ImpadBquo; Glazed 12J31/2022 Yes Yes No NIA Composite Edge Fiberglas. Single Door (in""g/Outs"i X configuration) 2d x. Therma-Tru Fiber -Classic and Smogth-Star Nominal 880398 %quot;Non-Impact6quot; Glazed 12J31/2022 Yes Yes No NIA Composite Edge Fiberglass Sell Door with so.1 e(a) (I n%W ngynouba AIll XO. Ox a OXO configurations) 25 y_ Therm.-Tru Fiber-Claxsic and Smomth-bYAr Nominal 6&439;8"Nondmpact"a Glazed 12t312027 Yes Yee No NIA Composite Edge Fiberglass Doodle Door Win or Without Sldelites (Irawvingf0tdw,nng; XX or OXXO configuratons) 26 2. 'Therm 7,11 Fiber-Clsssle and Smooth -seer Nominal ague 08quoCNen-Impart&gUot; Glated 122112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Insvnng/Outa ng, X configuration) 27 za. Tharma-Tru Fibar-Classic and Smooth -Star Nominal 88H39:08quotNon -Impact8quol; Glazed 12/31120..22 Yen Yes No N/A Composite Edge Fiberglass Sing). Door with Sides to(s) (Inswng/OuIawng. XO.OXcr OXO oonfiguralions) 28 zb. Thcrna-Tru Fiber-Glessic and Smooth t3tar Nominal 8&P39;08quoeNon-ImpadSquot Glazed 12/31/2022 Yea Yes No N)A Composite Edgo R arglass Double Door wth or without Siidelites IlnswiilglOutswing, )(or OXXO contguralum.) Plorida Department of Business & Professional Regulation Pagel d2 Building Codes and Standards WO21 Product Approval Application Detail S-R.4t sneer or 20 mile on, Panama :. 2m . 11211 yvtion Manufacturer gpolegt Fnmraer& License Vaadeled as, V Submitted FRCAmroval Aticrossg Alan R-st- 2020 MI Windows and Doors Brent a linger Lti a or don Lamas Steven M. Urieh, PE IM612020 10/002020 10J192020 17115/2020 Aprlroaed category: Fawner Doors (1171385-3300 PE-82514 1117)317-8454 auptategenc 9llding Eateriar Door Assemblies "tts-geromlwd.corn compliance Method: Evaluation Report from a Florida Real Ne red Arcmd.0 or a Licensed Florid. PtM15&ffi-RB PratesslonN Engmear Products Quality As iurmw Aporil for Uso Approved for Urn lei Deela1 €mg Product ry)g,�L Nump firm. mart Product Desalpllon calirga Exolnabn Dats In Her Out" HVHZ Itoslelant PCi3R414 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO IW10024 Net Yes No N/A 145.3i44quot:x808quol NON-HEINFORCED 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX. XO. XX 12/312024 No Yes No NJA 988qud;x80&qud, NON -REINFORCED 3 SERIES 42OALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12fW2024 He Yas No NIA 1413 4&qud,xD68qua: 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX. 17J311•l024 NO Yes No NIA XO, XX96&gI. cL06i", 5 SERIES d20ALUMINUMSGO REINFORCED SERIES 420ALUMINUMOODREI IF ORCED KM 17n12024 No Yes No NIA 143&qud;a➢6&qud. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pvge1 a2 W2021 "a entlt, Or ,000 292 Data Pendino 20 M= version Manufacturer Ceram EngineerIS License VelMNetl MV Vallelated rig FMC8,2112YAl Approved Ratga R.+is'lorl 2020 Ways a -Dada, a dvlgw at OVOmoed Door awayn. Kent 1, Jai Scales JenreyP Amason. PE 1DY1212070 092912320 10230020 12/1Sr2020 Approved Crnpofakm (330)763.6121 PE-51737 (904)8215200 Cattapvy: EAMor Doors dkoniishoavayn Balton suhCatapery: Sedlotal Exleriw Door A-11tor es om Campllanu Miance: EveluNlm Repot from a Flood. Registered Architect or a Licensed Florida FUNS248.1 i9 protesekmal Engineer Products its Product Model. NwnbN or Name Product 001crii Quarks Asswartce Aomavad par use Amrovad for the In 11vGi Qut>YMW ttYtlL Imply RK70ialll PA" P.[laELlCa 3 60001810018200 a1105 9803b: M.-Mth 148a3a. M-height. Glazing /2/312023 NO Yea Yes -3100135 00 ,.liable In too or IDtorml lute SWIM 10 5000/410914200 s1123 18&M Mal width. l4&r39. Max height. Glazing 12/31r2023 No Yea Yee -30,00/-33.50 oval abl in top or intemledel section. 11 00DO/OlOW20D 91124 16s039 Mexwldh. 148s39: Mutelghl. Glazing 12/31/1023 No Y. Yes -34.4000.30 evel.H. In top or Int.nneded.-lion Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Easel oil IWD21 - Ssgt Entity or care Data Date Pleading Qgsa jyga Version Measured- c Enoirmer&License Validated 13v Validated Submitted LN Aonnevar Aoaoedd Status Rs,~n 2020 COmos Dlviaiol of AADG Inc Tom Rattsy ILL LLC Tray Bishop. P.E. 12M02020 12012020 12212020 Approved Category: Ealenor Daera (6411494-2913 19 54) 947-088 0 subtategary: Exterior Door Components IDo wayp-subuzy-e. Compiler -Method: Certlficetlon Me rk or Lislung m F 1a11537-Rat Prladuds OuaIIN Assurance Approved for Lee Approved fee Use Impact Davis Ala Product Modal. Number or Name Product Description Captract Eao'ratlal pals Ia HVHZ o hilt, NVHZ Resistant Prosturq 1 fiOT. 107, 727, 747, 757, 177, and 847 Sinpb and Pain of Flush. Glazvl. and Louvered single and pairs of 12nl2025 Yos Yas Yes NJA Doors bell- metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pavel d 7 I W-ID21 code !!AftY qr Oat. Dale Date Pontllrm Date 111y1 Verson all ... fu ner contact Pumnaar& Llgonse islm929.OX volfdg)pQ submitted PaLigugrN A..' -mg DlalN2 R.,AaW 2020 MI Windows and Doors Bent Sltlingar Amencan Architecturfll Never M. Urkh PE 11,1712029 11/17/2020 11J2'r12021) ADP,w.4 category: Windows ('17)365-3300 Mallbstwen Association (71T)317-8434 Subcategory: Slnple Hung batanpertamlvdcom ComPllanee Method: Certification Mork or LHhng Quarks Assistance Ao sal for Use Amroved for Use R`Dact Data- sroR Product Model. Number or Name Retool DeaenoNen contract Expiration Date In Hyliz Outside HIAH $y¢Vtapt J,Pirp}aurs 2 1B5 SH 52X72 Fe/Flengo From , IG)SG Single Hung 10/08/2023 No Yee Ne -M-W I.endneled Gina'. N Q_ Cn �o D O O (n L O O O ^ i i O ^^ '' W Q U W E-/ O 2 i C .� �V/J1� Q U) L. (D CU _ r ICU O /C:L O L_ Dallas U M a< 0- 0 �- w z J Z a J SHEET NO. PA 1.0. I 11 I ■ _ - I I 1 II I : 11 d I r : 11 L1 1' 1 II I I I 11 I I I P I II I I I I I I 'III 1. I _ I I I! I I I I .I l 1 111191 IT F, 14 fA W Florida Department of Business & Professional Regulation p e9 page 9 Flonda Department of Business $Professional Regulation p,ae, w, Florida Department of Business $Professional Regulation pane, ar, Florida Department of Business $ Professional Regulation page 1 d 2 /_� C V � 4-" V Building Codes and Standards 1052022 Building Codes and Standards I&I021 Building Codes and Standards tr!v.D21 Building Codes and Standards Iry2n21 -0 O = Product r0 Approval Application Detail Product Approval Application Detail pPr pp Product A Approval Application Detail Product Approval Application Detail L L ^' Q = W O '. � � � 11 11 � � ,:-, . �: _' � &4.p.4 EOiln1t92 � P3S4 Date Pentllna 29A - - Date - .- _.. S.g9a i^gY-1 M1 291 Dzt Pending A" � � � im Version Manufacturer contact Engineer & License Validated By Validated 4Submitted FBC Approsat ADDroyed Status �e Y o1 Manufacturer EDll or cqp(� Endnmra ucerm Validated EV � pals ,,,r,- Rita Y&Wdo alLnlNted FEC Address! ADwoved status side 7yya Yapi,, M,r,d,gt,,, Entl Contact Endneera License D It mud submitted Date Pond ld �Annroval 992 ®ganyvad 0878aF- I= V,,i— Manufacturer Sdp(g, Encinaara Lis—, valiasad Me V,WMm overtired Facoloorowd Ao_arad �tg1 �� I� �t �' a) Revision 2020 Therms-Tru Corporailon Steve J,epe n Lyndon F Schmid!. P. E Ryan J. Kmq. RE PE-43409 10/0712021 0&18/2021 10/13=1 1211WO21 Approved Alternation PGT Induarlec Jane Ros—Al W."it-Dade BCCO CER kSambDade BCCO VAL MI RavIsbn 2020 MI Wlnawvs and Doers Brent Sitnnger Amencan Archdirch nl Seven M. Unch, PE 1122/2020 112212l 1128,22020 Approved '}11 y `8�a �/� VJ Category; Exterior Doors (800) 643-7628 (813) 767-GSSS Z020 Category: Wrndens - 11105r2920 1 /g5fmN 1t/11/2020 Approved RaAWn 202C Wlndava and Dossa Category: Brent SROngv American AnJiLsOu al Steven M. UnIh. PE 1N➢812020 10/0SQ020 10116(1020 Approved Category: Windows I 717) 385-3300 Is.nuiecturxf A. —MI. I717)31 T8454 = SubCategary: Swinging Exterior Door Assemblies sjaspersonothermatruco SubCaegary: (941)466-0100 (786)3152590 Windows (717)385.3300 M•nuliclurms A•so Wwo i.117)317.8454 "Caegory: Fixed ball"9116mhed-coon w� VJ Domglance Metho(I:Evaluation Repotfr.ma In Single Hung )rosoesKlQpgtindusaleaF om SWCategory, Horizontal Slider b,ilingei'Qdniwd.com Li Certification k Listing Cornpllann Method. Ceti! Mon (11 Florida Regeltered Architect or a Licensed Florida Professional Engineer Compliance Method: Caredon M Aceaik or Lkting CompliaM,I nce hlon MLosing o,Y Certli'l ark s Lg a O � 'O ii 0 PIAF238-R28Roducte FUn 6361-Na products fLe133/9-R1a Aoduets F La20461-R7 Products Gushes &,, a* A—,,,d tot Use Aoornvsd for use It�flt 22wa0 Quality Assurance ADerovedfor Use ov roru89 19)gHa1 Design onalla'A—L— AndrnwdfortAb Im-1 o.dap O L 0 Q a) Model. Quality Assurance Agprovetl for Use �iproved for Use Impact Di1sWn sw k Product Model. Nunez or Name Prodala OeaerlMlan Cameel ExDlralm Dag III M_YtLZ outside HVHZ gem flessurt ANA PTouct Mold Nu po Nam, Praouct Da—Wilinn Contract liseeltk,n Date I, HvHZ rwmga HYHZ BAWI$A% P----m DRILR EigggglB9.QON, 14anbar ar Nem4 Product DncrbNon Comrect Ef[oL _ Date I11-41i� oµtal -it X2 _Nos`.- Resist Id p29,&&a .. C O Sea or PrOdUOt Numbef or Name Product DBSgfig[lon Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 SH55o01Large Missile Impact) Ynyl Single Hung Window 1171302025 vas vas Yea N1A I HS 18a Fln and Flange r— 75x621nsuleled Glass 02/162024 No Yea No *55/-55 I 180 PW 73 s 72 InsWoted Glee. 04632023 Yea No -601-60 = rE't 1 a. Thermo Tru Fiber Classic and Smooth -Star Nominal 8&II &quct.Non-mickldSquot Opaque 12/3112022 No Yes No NIA rji y, O ��Ee''t� `y O � �— \�vV,,� Composite Edge Fiberglass Single Door N i CoC V O 2 b Therms-Tru Flbe,Classlo and Smooth Star (Insvving/Outswnng Xconfiguratron) Nominal 6'8 "Non-Impaclliquot, Opaque 12131/2022 No Yes No WA 7 .� Composite Edge Fibeoglase Single Door with F. A♦ rJJ t� 9ldelite(s) Qnsw riglOutowng; XO, OX or OXO 1400 © � '^ U) a�/)� .4� Q confgursfic n.) y t-} r N aPt')�t �arig Q 3 C. Tharrhe�Tru Feyar.Classic and SmodthStor Nominal 69039:8&gadtiNon-Impact" Opaque IV3112022 No Yes No NIA Z^ J tie() m IAV 42 .6-0, Fiberglass Composite Edge Double Door oft Or without Sichlites(I nvwirg/Outswing, XXor OXXO i .p W C 1 ii VJ WrIfiguraaons) 1l 11f %p .- 4 d. Thor" Tru Fiber -Classic and Smooth -Star Nominal 7&i#39;0 ".Non-Impad" Opaque 12PU7/2022 No Yes No NIA !A e-e Composite Edge Fiberglass Single Door o) N 5 e. Therma-Tru Floor Classic Smooth (Inswing/Outsviing,Xconflguratlon) Nominal 7&939,0 "Non-ImpactIlquot, Opaque 12/31/2022 , Q. �y and -Star Composite Edge Fiberglass Single Door with sdidilp(s) XO. No Yes No N/A 0) 0) `�„ � G (Iri—i-gl0utesong, OX or OXO d G , d G 6 I Therma-Tru Fllow-Cle-K and Smooth -Star oonfguralions) Nominal 8'08quot,Non-Impad&quct', Opaque 1231 r2022 No Yes No N!A Florida Department of Business & Professional Regulation peg. I a, Florida Department of Business & Professional Regulation Pagel di Florida Department of Business & Professional Regulation d 0, I� 12 Composite Edge nberylass Single Door (Ina,mrg(Outswkrg, Xmniiltumtion) Building Codes and Standards IIN'2D2, Building Codes and Standards I15=2l Building Codes and Standards C� d 7� 20G' 7 Therm-Tru Fiber Smooth Blar Nominal 8':0 ",Non-Impah", Opaque 12/312022 No Yes No NIA , ca u y o g. -Classic and Product Approval Application Detail -' 0 ,"i Composite Edge Fiberglass Single Door with Sldelitea) (Inswing/Cut Living; XO, OX or OXO Product Approval Application Detail Product Approval Application Detall y 4V A T -' ,; .:: '.' configurations) _ Thermo C S Ste h Thar Ti,Fiber- la6eic and moath- r N rn I # 9' -N n- e 1 a xa 8&30 not o Ion d8 uot0 u 1312022 No Yes No NIA EL'< , ,. .. ,.�....., ;.'� ":. :;:' :, ,<,- ._.' L'... : ':� :, , _,,.., :.: ; ., , .. �. r: .. ,;,:. ,.. ��.. ,:4ir ;,; ,. .. .. Coon sta Edge Fiberglass Doubt Door w4th or wRhout SldelRes lln wigfoutcoAng', XX or OXXO 9991 ENrN pror 2KA �e Data Pendino:.:. we ,,: � Q2" .. EDtill, or ,�. Sint 181a Dote p.nor. � .:, _. SggE.... wfDBgt.gt 93E Data�nan! R& � I-) 4 configurations) Aft Version Manufacturer Corlett Emxex&Liceuuse Veluda.d av yalltalat 518amEttt FBC Apor.rel Aooroved u.h„ jyp,Eyers,m �Itesda�t Sgffiagl EndmxB Ucrose VeBdalad B. Validated $llttmiD9d FBC Apomral Bgg�YEil 1ilatga lYat Version ManuMcturar S%�tem Endnex a UCsl16a Val.aetl By Y _aliened ,§d4aLgig faC Approval Approved;paps �, 9 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'.88quot:Non-Impact&qupt Glazed 123112022 No Yes No NIA ARgme}Ion 2D20 PGT Industries Jan. Rdvow.al Mbmi-Dade RCCO -CER Miami -Dade RCCO -VAL 11a35/'2020 11/05/2020 11(11/2020 Appr"d Revision 2020 MI Wmd� and Doors Brent Bitanger Luis RLomas, PE Slaver, M Latch, PE 10/06/2020 l(V062020 10119,2020 12/15=20 Approved Animation 2020 PGT lndoarlea Jene Rosicn.01 AAl.ml-Oade aCCO-CER hearty-DadsaCCO VAL 11M20LO I MR020 11/11/2020 Appr.ved Composite Edge Fiberglass Single Door Category! Windows (9A1)489-0100 (786)315-2590 Category! Wmdonvs (717)365.3300 PE-62514 (717)317-8454 calaill windows (941)401-0100 (78e)315-2590 „a4',._ (Inswing/Outswing. Xcontiguration) subcategory: Fived lrclaa'cidepolinclusules. a subcategory: Mulnms bsi6ytgeramhvd.com subcategory: Mullions Ircsowsk.0p9dociuunesc 10 } Therma-Tru Fiber -Classic and Smooth -Star Nominal 6%8"Non-Impact&quo, Glazed 12(31r2022 No Yes No NIA Compllanoo Ma od: Cerlircatiw Mark a Listing rim Compliance Method: Eveluagcn Report aom a Comi lianw Molhod: Carttbcation Mark m LIII om Composite Edge Fiberglass Single Door watt Florida Registered M,dslfept or a Llc.nsed Florida Sidelinoa) (I navug/Ot-assng, XO. OX or OXO p_6ya- 24 Prodla6 PrdessronN Enginex PL#Z61-Rf3 Prodtcte oonbgul15 11 k Therma-Tru Fiber-Classp and SmomhSusr Nominal 68#38:8 ",Non-ImpaCt8glx7t Glazed 12/31121n2 No Yes No NIA Qualib 0.esurav:. Ao«ova r« use Aao,aved for use Mnoacl Deal- Ptdt5s53.R5 Pumduds QUNIro Aswrance ADaered for Us, AoorpvN tar Us, urioa,-( pen rim Composite Edge Fiberglass Double Door wth or sea 0 Product Model. Numhar or Name Product Descried- Co-oract Excitation Date in Ill outside HVHL Real•lmd Pleasure See # prodlet Model. Ntpn6x or Name ProOadl Oeaenodon CorxaCt Etfplralon Dar a1JP.MF Outsde HVHZ 11"Wait Partial vtt—1 Scallise(InvMnWOuWrvWng: XX Or OXXO 5 PW-55201Lerge Mlesile lmpodt Un,I Fled yWndow 04/m2025 Yes Ye. Y.. NIA QuiI A,,,,-,, Apapyadf«Lin AgnroyodWLUse Imaaod Dew- I Mullions for Al Doors and Winch's Aluminum MuBlons 054262020 Yes Yee Yes NIA configurations) SM# Product Model, Number«Name Pr,duet De.«lollan ronlrxt E�adlnn par, Bye oulakb HVHZ assistant PjygSyrp 12 I. 'rherma-Tm Fiber-Clas.ic and Smooth -Star Nominal 7l"Non-Impa,28quot Glazed 12151 /2022 NO Yes No N/A 2 5761 Vedcal Aluminum Mullion 1VW3Ir2n24 Na Yes Yes NIA Composite Edge Fiberglass Single Due, in—rig/Outswrrg; Xcanti,lip.bon) 13 m Therma-Ton Fiber -Classic and Smooth -Ste, Nominal 7&II "Non-Impact" Glazed 123112022 No Yes No NIA Composite Edge Fiberglase Single Door with S I.hte(sj (InessnglOutewing, XO, OX or OXO configurations) 14 n, Therma-Tru Plber-Cei and Smooth -Star Nominal 83,939o"Non-Impact8quot Glazad 1213112022 No Yon No NIA Composite Edge Fiberglass Single Door (IrnlMng(Outswing; X conflguratlon) 15 o. Therma-Tru Fiber -Classic and Smovith-Star Nominal 8'o"Non-.NonGlazed 1213112022 No Yes No NIA Composite Edge Fiberglass Singh. Do., sloth S nfigura) Onswlrg/oLdawlnp, XO, Gx or OXO connguranona) Flofida Department of Business & Professional Regulation Pa gU page 1 di Florida Department of Business & Professional Regulation ail Pish 2 Florida Department of Business & Professional Regulation I vr4 16 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0",Nor lnnpad&q.cx Glazed 1131QO22 No Yes No N/A Building Codas and Standards IAY2021 Building Codes and Standards 101BPa021 Budding Codes and Standards 30,023 Com oelte Edge Fiberglass Double Door with or Sion) Onswing/Outsrving. XX or OXXO wnhgurathons) cothoLitnfigurations) Product Approval A lei tion Detail PP PPI Product Approval Application Detail Product Approval Application Detail W 17 q Therma-Tru Fiber -Classic and Smooth -Star Nominal 68#39.8"Noo-ImpoW.quot. Opaque 123V2022 No Yes No NIA ...,. �.,,.. _, , . . ,: _ .:: ..,. ,, .-� ., .;. , , ::;, , ,, . • ,,. .....:. ..1. L ,;,t" ,. , -- - �� , i - � , : - com site Ede Fiberglass Single Dom With Transom(Inav4ng70utsvWng, OJX configuration) �'. - _ ,�L , : I I - I I 16 I. Therma-Tru Fiber-Clseeic and Smooth -Star Nominal 6',8"Non-impacS let Opaque 123112022 No Yes No NIA GR9! Ullix-ot- Plate Qae Psndna r1�4 - S@4t jnittv or pJgt pa[q Data Pending pate Csta stakes or ;Al {�! Date PendnO pig Composite Edgaansom Singh. Dsvurq lyoa y�sigp Manufacturer QQ[= Endne,&LlCanse Waffid[ed or VetlEded �Jgag FBC AmmvN A,—s,g aim& IZa& Ven_ Manufactures Gore,,[ Essitha&Liexlea ragged 8, �(gipyd FBC A --,I Bgg(pyat etalua 1'yp1 vat am Mauritania. CC—fival, ,�y(g�y Validated Br stag s(AgMg EW Aoxoval �sahl Slatua (I O/OX or and Transom (ItlsvnnglOulcvArg. O/X0. OlOX or O/OXO mrrfiguntions) Reviai.n 2020 Jamca Hergia BUIIdn9 ProduClB, Inc. Chad Clacks V. AnOrOw Tan Jana souring to. PE. 01I05/2021 12/1/2020 01A162021 ding FBC Appr: Reunion 2020 Alside NicN Thompson Lyndon F. beheld. PE Ry.n J Kmp, P.E. O21152021 02/152021 02272021 04n 3/2021 Approver! ReNaon 2020 OAF MICna01 $lleh Rebel POemin.n John W. KneaeNch, PE 17/192U22 12l17202Z 12202022 02l072023 Approved 19 e. Therma, Tm Fiber -Classic and Smooth -Star Nomina(62a#39;6&qua; Non Ll mpaot" Opaque 12r3112G22 No Y06 No N/A Ca.gay. Panel Wells 000) 545-6359 Pr-81662 (352)367-2528 Category! Penal Welty t330)922-2389 PE43409 (813) 7BI-6555 Calegay: Booing (800)T66-3411 PE-59186 (954) 772.6224 Composite Edge Flberg lase Single Doe With SUbCeIOgOry: sine shad dlercAsp,Jerneched subca.p«y: Sd81s nihompa Qw, ode cam sub".don: Asphalt Shingles mstrwhQoof.con, Sidelio(s) (Insvnng/Outavarlg, XO, OX or OXO Compliance Method: Evaluation Regan ham a scam C—Pllanoshate : Evaluation Repot San a Compliace Method: Evalualon Report from e 0i Continuous Head and gill 060gum2)or1a) Flodde Registered Arcnnect ore Licensed Florida Fiosda Reglebrvd Archi l a. U..... I F(odds Flodda Regirtered Archlted ore u—st,d Florida 20 t. Themla-Tru Fiber -Classic and Smooth -Star Nominal 6&039;0 &quut Non-Impact" Opaque 12/3V2022 No Yeas No NIA Professlmal Engineer Prdesslonal Enpneer Proba,klnel Engineer Composite Edge Flberglaae Single Door with Sidelte(s) OnsussnatOutsvving, XO. OX or OXO FLa13192cRa Products FL01S212-11S Pramlds fLa10124.R33 Products 21 aihernua-Tru Fiber -Classic and a'nlmoth.Star Conhnpgde Head 2Vld SINCr-Impatilqu Nominal6g;8&garglass Impadoquota Glued 12/31/7022 NO Vas No NIA euellfy Assures Aoarieatlfa Use Aaaoved for I'" mull D.2'8A1 ouNLM Anhor a Asaia"d for U•, Ae«oved fa Use imgl5l Qualllvosslaan Askii Tor Use Aoor,"d for Use olklorl I�Stat Pressu Compoato Edge Fiberglass Single Door with III," M Product MOMI. Number of Nam! Product Dnof101Mn Contract Expiration pat Ig111Lt1� gUMlde HYHZ $gsi@Jgpt Etgj;tL[fl ae a prodUat Model. Nwfalx or Nartre �- RoduG Daearlotlon Conlrml Exolralion Dal• b+ NVN2 Oulsldp HVMZ Realate,y Presorts pinsesg Soo # P, Odutt ModsL Number OI Name Product DntrlDtlm fecl EYdrdlon Cgs pee Oulelrb HVHZ ttb�Rli 6t5lSlait EtteaN[i Slddlte(a) (Insv4ng/Outsw4ng. XO, OX or OXO 1 C,ampnmk Lap &ring lit —cement lop siding 12r312023 Yes Yee N/A N)A t a. &quol2T8:qu0t: Bonk Vent a $did Vinyl SofM 12f"I2023 No Ves No WA 1 GAF Asphalt Roof Sh ingles for use in FBC non-HVHZ Fiberglass romtaced 3-teb. lammatod, 5-do and 12/162025 No Yes N/A N/A Continuoua Head and Sitl configurations) 2 H,neePiank Lap Siding rib—narrat lap siding 12/312023 Yes Yes NM WA 2 b. &qud:allance r4&qud: SoMt Vent or Said Vinyl Sall) 12131207I No Yes No NIA lunsdc,t n nip/rkdlde eaphelf eh nglas 22 vTherma-Tru Pom-Classic and Smooth -Star Nominal88#39.0&qucKNon-Impat8quot. Glazed 123112022 No Yes No NIA c.&quol:Greenbrlar Vintage Basted&s39'. SotR Vant or Sold Vinyl Soffit 12/312023 No Yes No N/A Composite Edge Fiberglass Single Door with 4 d. scud: 111"ud; SOMt Vent er Said vinyl sore 12/31R, 023 No Yes No N/A Sidelibl(a) (I nswinglOutswing: XO, OX or OXO 5 e &qud:Cheter DakBgJd; 73dht Vent or sold vinyl son t 12r3l/2023 No Ye. No NIA 23 w Themla-Tru Flber,Classic and Smooth -Star Continuous Head and Sill cnnflgurstwna) Nominal 8dar3g;8 &quo(Non-Impad" Opaque 1213112022 No Yes No NIA 8 1 Bqud:Super SpenBqud, aaxd Vent or said Vinyl SdM 12M372023 No Yes Ph. N/A Composite Edge Fiberglass Door Panels with Vented Sideiie(.) (I n'songdoubwing. XX, XXK or XXXX configurations) 24 x. Therma-Tru Fiber-Cassic and $mhooth-Star Nominal 8&039;0" lion-Impact" Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sidelbe(s) (Inswing/Outswilg; XX XXX or XXXX oonfigunbone) 25 y 1'herme-Ton Fiber -Classic and Smooth -Star Nominet6'8" Non-Impad",Glaxed I2r3112022 PJP Yen No NIA Composite Edge Flberglass Door Fare%W1th vented Sidelite(s) pnswdng/Outowklg, XX XXX or XXXX Florida Department of Business & Professional Regulation Page 1 ofi Florida Department of Business $ Professional Regulation Page 1 d, Florida Department of Business & Professional Regulation Page, a, 26 z. Thermo Tru Floor Classic and Smooth -Star —figuration.) Nominal dill "Non-Impact&qu0t: Glazed 12/3112l. No Yes No NIA BuildingCodes aril Standards 100.021 Building Codes and Standards g 102021 Building Codas and Standards r012D21 Composite Edge Fiberglass Door PanelswliH Vented Sidelihe(s) (inavdnglOutswing; XX, XXX a XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail conflguratlons) 27 za.Therma-Tru Fiber -Classic and Smooth Star Nominal 8',8 Uuct Non-ImpadSquot Glazed 1213112022 No Yes No NIA ..._,.. _..-. ..: _,,... ..._. ..... '•; Edge Fi I la in with 3&# 9.0 Compositelot sag eDoo 3 eta g 9 ,. .. c;.. .... <r . :-. , - ,% , ,� �. _. : :;'.. ':. gouts rail', )(CT.e XO ,.... .,..,. ..1. I .: ..' r' �. ,.. .: .. :,� - " �- � ocntSd,lurallonS) �e anklet nIp Dole P dine pate 81it en .us Code a ode Entity of Dili 2U Daae�Pxldno pilot SA9l EDBlYSLa �[, pa(a Me Pantllnn p)aa 28 zb.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6',0&qupt,Non-Impact" Glazed 1J31/2022 No Yes No NIA TXum Version Marwrecturer Contact EndnexBLicmeIt Validated Is, Validated submitted FBC Anonial Aspro asp staua ial ,Vy�lg1 Manutectur,r �p�aa[ Emm�esrALteensa Yelldalad By j(](� slmmlRaa FBC Anor,sen Aoa_ov,d alYua 1jpa Vargal mnufatturar. eonlact Elelnex a Lt..— VaMaled as Validated saturated PaC AaI Aooroved status Composite Edge Fiberglass Double Door with Revision 2020 TAhl Building Product, LLC Kohl Eeen Robert Niertdnen Jobn W. Knezevich, PE 1CWV2020 osn,ino 0 10/122020 12M5/2020 Approved Revlslal 2020 L.V. Thoimpson, Inc dba Thompson ArOitectuml Tony Christman Zachary R. Priest Steven M. Urch. PE 09/17f2020 09/1anD20 092221120 17/IUM20 Approved Rev191on 2020 Floldo Metal Products Inc. Clerk Jones James L Bucker P E.Q Braver, M. Urkh PE 05272020 05252oZ0 10g42070 12n fV2020 Approved 3ག,..a,tee(Inawing/DUt—rg, OXXO Caepay: Rooalg (417)824-8644 PE-59186 10")T72-6224 Metals Comp.ny (TAMCO! 2B13)248.3456 PE, 74021 (71 T)317.8454 Category: Roche (904)783-8400 Ce LICK Ename—ii (717)317-8454 29 — Therma-Tru Fiber-Classc and Smooth -Star oonf(gurabon) Nominal 8Ɔ ",Non-Impact&quo!, Glazed 1 W1/2022 No Yes No N1A sub CitgOry: VnderleylThents kertl_edahQtMylo coon Category: Ronald tomorg.x.NNoonng.cam Subcategory; Roofing Accee dos, that are an darkQflomeo com PE31242 Single Odor wish 38#39:0 Compo(s) Edge FiberglassOutou Campaene! Method: Emornish Report tom a Subcategory: Roving Accesaones mst are an Integra) Part of the Prodding syelem in (InavNngfOuteveng; X0, OX or OXO Florida R Archlted ore Licensed monde Imogrol Pert OMa Roaring system C Ilene. Method: Evdust m Re M1 from a ochfige(s) oonfip a77 n1 E an Frde.aronN Engineer CompignN Method: Evaluation Report Rpm a FIMa R tared Architect or a Lte,nsed Florida 30 zd. Therma-Tru Flber-Classic and Smooth -Star al kill .Glued 1231l2022 0&qurglass No Yes No NIA Flaws Real .red Architect «a Ucense. Florida PrdesskmeltEnglnee, Composite Double Door to Edge Cornpoate Edge Fiberglass Double Dow with Pu 2fry 3Ig.R9 Protlucts Prdessionel Engineer FL021310-R2 Products 3=39,0 Sldallles (Inswing/OutavAng, OXXO OnalarAssuapgS F Ln'IBB18-R3 Preduds conk ration gu i Ag«owaff Ua• destroyed for Use I,.Tnaai D.*0! r2uaNv Asaaaltt Approved fa Use Approved fa Use l peaidn 31 ze 7harma-T ru Flber-GI9SSIc and Smooth-SteT Nominal 7&Ki9;0 "Non-Impsot&qutd; Shaker 123112022 No Yes No NIA Se �' li i1' oduet Model. Number a Name Product Desaiolion Canhad Exo9aian Date Ouldd. HYHZ irlHVHZ ReWoaOt Pni,ENC! Quality Assurance Agerilwd for Use Approved for Use J�ggg[ 2019L �pb1 Product Model r4�:_xor No ma Product Des«lotion C 1111MI Exdrdton Dd. in NYMZ Outside HVHZ Resistant Pressure .Series Composite Cope Glazed ribergieaa Single 1 TAMKORod Unfl.rraymena(HVHZ) Ra.rundedaymentsforusein FBCNVF(Z OBraQ(123 Yes No NIA NIA aag8 ProtluuN Motlel. Numbs a Nam. Product Uasrlonan In Hl Outside kill Baaistent Pn=win 3 3-FLAMCO&gvos;RV 10 Ridge Vex": Aluminum Ridge Vont4 for pitched roost fabricated 12/312024 No Yes No N!A Door vmth or vAthout 18#39.2 Sideliki lInevang10ubfvving_ X, OX. XO or OXO contrgurations) 2 TAMKO Roof UnderWymenta HVH2) )urlsdam. 0&292023 No Yes 1 TAMCO Fla[ Top Ott-Ridon Vent mah Bar$, for Tile 26 go..tat. roofventllator with bat le 09/OB2026 Yes Yes NIA N/A from 0.025' Aluminum (NON Roof undedaymenls for... n FBC mvI IVIQ NIA NIA 2 IANLI Gcosoneok Ved 26 go. 0"92026 No Y. NIA e0152.5 )urisdaiens. 3 TAMCO Off-RIal6R.d Vant,Nlth Bade 20 oa. static roofventlats with Integrated baffle QsVk2026 Yes Yes NIA WA 4 TAMCO Round Top Off -Ridge Vent `alth Batne, for, Tile 20 do. antic rowivenuMlor with baffle 09JO92M Yee Vas NIA NIA Florida Department of Business and Professional Regulation Florida Department of Business & Professional Regulation Pogo 1 or, Florida Department of Business & Professional Regulation Page I of Florida Department of Business & Professional Regulation Pale 1 d, Building Codes and Standards 1/J2021 Building Codes and Standards T/l12021 Building Codes and Standards NO;= Building Codes and Standards Product Approval Application Detail pp PP 3/1 512022 Product Approval Application Detail PP pP Approval Application Detail PPr PP Product Approval Application Detail PW PP , � , . , 1 L I , . , .,.. L, . , I - I ,jjt�esl.tjlj�W 7 ., ... 1 11 I , . I I i I ,, ' L -: l, :� , italill : , � , 1 � , I , 1 , , � ' , � . , ' I , I I I I . � I ,, ,Product I I I , ,".�. �' � �, _ � .. ::. �L , ' . . I I:. I � - _ ._ I I , , I � , , I L;, L ' � L , , L � I , I I " , , I' :" � � - I � I , I _ : :!L � ' -. 1111i ol � �:! I ,:. , 711 �: � . I , l , , , " I I, � , : � �, � ,. , I �% " � �� '11, . � � � L - ... _IL ' � � I � L :1 " � , L I I ':.: % � , I L � ' � � L , , I L ' � , _ ' ' ::'� ' .' '. - L ' )' ' I L , .2 . I.; .. �, , � I I I . . L I , L ' , � : � L , , : 1; 1 _ : � . . 49ge rAQ isr Pale Daft Date Nadine Dale Code E1tIDtaL $YaI DWA pa• Paldrs a GAA Egtt EaSIIY_4t le eta Dot. Fandno 291 FIJ16259-R31 MUS! version ManuradurM Colo.-( rlalnserAIJ,— yidua gar YanaW stag FaCAaomral A,—,g slat,, .M(a Version Menufaclurar Contact ErwineoaLlaenae ValidatedBv Validated FBCAomlrval dQg(a� at" b" version Manutea19Tg Cont Eddlly[&LkgTye, V01"04Ity y".d ad FBCADproYa Apure" Q §Latuq Be,,,- 2020 Lonninco Kevin. Jolley James L. euckner, P.E. 6tevan M. Unoh, PE 11232020 1123/20-20 ll2P2020 ring FBC Apa, Revision 2D20 Baal Rowing Anderson Room IAp"o Unil Evil lion Goy W. Walker 11/032020 i1A02r2020 11A1512020 Appr"d R.Vrsbn 2020 Gicbel Protection Products, LLC. Tim Robinson Walter RIIR Jr P E. John W Knicidi PE 09AQ12020 09A3BI2020 ImIn020 12/1522020 Approved (D Code EntV.o PM = �,Q PM §tatus octalHootng (501)083.6163 PE-3I242 Mir)317-8454 Category: Homing (aDi)380-6091 Services LLC (205)B54-0160 Caepary: &hullers i95/16B9-7515 PE-4416T (Fi54) 7/2-6224 T.W Version Manufacturer C nis FD91112K$ Validated By, Validated Submitted Pending. Approved Approved SunCal.gory: Rt,oengAecoceorie.lhel ar..n Integral kjalevQlomenco min SubCNagory: RooangTllas RobinAndenchQborel co SubCelegory:8tam Panels li—ou..x, QappeM co Revision 2020 GLASS USA Metury,Alpert, License John 10f2B/202010/2212020FBC 121151202.0 Port olthe Rcaing System Camplimc.M.thod:Ev.I..tionROpodborne Com Isarsc.Mdhod: Eval.01. Repot from a p P dwctEw.IuauatEJlMy m niane m Category: Roofing S954233133OSmalperb@polyglass.com Robert Nieminen Knezevich, PE ARnroval FloIclaRed.teredArch#ectoraLicensc4FI rlda Flood.Compleglideto.a:EYNua.Licenion FloridaRealrEneea7rnnedoraucenseaFlonm protoaalenu Enaneer Subcategory: PE-59168 (954) 772-6224 11/01/2020 Professional Engnaer FLN71le-R12 Products Underlayment9 FL#17202-Ra Product& QuelWy Assurance Amrosed for Use Approved for Uss Impact psgm riV1154TChS Pr°t'401 ComplilonRance Mortfro OtMalyAssiRaKe Approved forUso ApprovesorUse t ieside sag$ Product Motlel. Numher«Neme 1G Saxony 6hake. Country 61e[e, Spilt Oct Endnh 0atgatt7BagDgt eO coull lb ration Dot, Fiat pronb. Dense. C0 12r312020 to NWZ fb DtA11da HYHZ Vn lik"Mant PI/A pressure NIA Quallte As.aane. Aoa.red for Us, A—,s,,l for Use Firs luation Report from ISt4$ Rof,ctModd_NumharnrNamo SfID1ig0 CoreractE:draion0ae Pia Is HVHZ ggtgf((a�( Baafy(aat Plaa¢(� pleke. ThalenBamp ImDad a iag Product Model. Nmeal or Nam, � Srg In HVHZ Qulslh NVHZ Rental PraDeal- &19laMlY Ga19Y[! a Florida Registered 1 Datk-A." DA 4 «THI-W,Lk D.di-Air DA-4 Low Profile, PolypnWI.n. Plastic, Roof Vent 12/102025 No yes No �97.51ra7.5 1 T Ssxony 600-31ete, Shake &—o: Wft Shake Flat Profile -Stockton. CA 12131202D No Yes NIA NIA 1 20 Goo. GNv.n,.W Ste0 Slam, P.nnIS/HVHZ Camgat.li <).[ nized 9 eel S sin Pamela retaned 12131nam Yes Y. Yes N/A - y_a Architect or a Licensed McChanlcekyAeacnedt.Plik—c!Deek 8 Saxony800-Slele,Shake &.Spht$hake 10 Saaany 700- Shake, des &: Split Shake FlatFraiil. - Rmko,CA 12/312020 flat Profile-3lockirn. CA 12/31l2020 No No Yes Yes N/A NIA NIA NIA 2 24 Gage Galvanized Sterl Storm Panels'NHVH2 orrwlbyI—toprwioehumcen,protection Corrugated0elvennzed .9teel Storm Panels retained 17r312023 NO Yes Yes N/A Florida Professional Engineer 20 3... rC,00- Shake , Slate&: Spit Slake 27 I.J.s Espana IRerca(o+a Flat Profile - Risk., CA 12nl2020 High R018 Katy. TX 12/31202o No No Yes Yea NIA N/A NIA NIA a na by tracks to prwitle humcaae protection W �a� ((V 26 "It. Low P1011- Katy -" 12fIW20 No Yea N/A N/A FLSl62fi9-R3t Products cluallt Aasumnde &glx2n0xr Use ARM29ad der unit It RM Ussi n z aev Product Mode(, (lumbar, or Name Product Desert Ian contract EwlraUon In NVMz Data Oaaskie NVN2 $gam Pressure 1 Polyglass Roof Undedayments Roofing underlayments t0rr21f2022 No Yes WA 4WA/-6225 1 Polyglass Roof Undeltayments (NVHZ) Polyglass roof underlayments lot use in FBC 12/23/2023 Yes No NIA I � M HVHZ lurledletl.re; 2 Polyglass Roof Uncledayments (ndn-NVHZ) Polyglass roof uncenayments. Tor use n 12/23Q023 No FBC non-HVHZ judedilobons Yes NIA 4N/A1-G22S O Florida Department of Business &Professional Regulation Pape 1 d t Florida Department of Business 8 Professional Regulation Papa w, Fonda Department of Business &Professional Regulation page 1 on 1 Polyglass Roof Undedayments (HVHZ) Polyglass roof underlaymerts for use In FBC 12123aO23 Yes No NIA NIA Building Codes and Standards 1052022 Building Codes and Standards W=l Building Codes and Standards W12021 L HV14Z lunsdldlon9 2 Polyglass Roof Undedayments (nm-HVHZI Po glass roof undenaym ems, for use in 1=312023 No FBO non-HVHZ Judadktlone Yes WA 4N/A-822.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail r1 LL 1 Polyglass Roof Undertayments (HVHZ) Polyglass roof underiaYments for use In FBC 12/23/2023 Yes IiV11Z" iredictions. No WA N/A O .._ ( '. .".,.... 2 Polyglass Roof Underfaymems(ngn-NVHZ) Polyglass roof undedayments, for use In 121M023 No Yes WA 4N/A1-G22.5 ga94 Entir Nor 21A Qptg Rate Pending Dine r4ea Entity 20 )bit Dae Pentium pang ddiN w Dd, Eat Dae Parading Dffi! FBC nun-HVHZ jurisdictions. T� Version ManpfdCLUraf contact Elldin9er&Llcenee V011tl1tetl BV Validated Sub. mind FBC Approval Approved Status IYga Ver=ion �uractgfa[ Cm{ag( Erudnsere License yyig y�(aa aggM(aag FBC AOMOM Qp�yag a[Byr, varo lroa 3(a�laD Manlrfadura Contact EnaMr &Linnsa YNidaad far j()�ag Submitted FBC AnomrN J9gp[pmg a(atg4 " �a I Polyglass Roof Undedayments (NVHZ) Polyglass rod ulndenayments for use in FBC12123(2023 Yes No WA NIA Revision 2020 All American Shutters and Glass Mike Barbieri Flank L. Ben nardo, P E Troy Ei Ili P F- 10128(2020 10115r,1020 11105/2020 1271512020 Approved R....... 2D20 Apina St-1 Lewa ICC Fval,iabon Service. LLC 1M31— M. Raman. PE 10/31/2020 1 )22/2020 11452020 11N5/2020 Approved Revslm 2020 Commadel Concrete Prodws,ino, Robert Gills Samuel A. Greenberg Jahn Ha/ 12/162020 12/162020 12292020 none FBC AM. U 2 Polyglass Roof Undedayments (non-HVHZ) HVHZ rynedicbons Polyglass roof underlayments, for use In 12123/2023 NO Yes WA *N!A!-622.5 Category; Shutters subcategory: Storm Panels (%l) 712.9882 PE-0046549 (954) 947-0880 mikeb@allartheriwnshune category' Shuctural Conponnnt. subcategory, rnaa Plmes (3211 710-3377 (4071 661 1917 slawlsQaipinauw.com ry: Prod Canponaas Ca Subcategory: subcaegory: Products Introduced as a Result of (813) figs-5707 PE-34245 i352) 58&-5311 preceNgafa@yahoo sera FBC non-HVHZ Juntel,ch ns. Compliance Method: Evaluat-Report from. Florida Registered Anchtect or Licensed Florida re.com C.nhpllanae Method: Ev.l.wp Report iron. Product Evaluation Entity IN as, Technology c"V11 Method: Ev.luaim Repot from Professional Engineer rxa a FLR1999.W7 Products Florida Rrral End Architectae Licmaed Floods PrdeaeReal Engineer O F 1T868-Ra PfOdUCfS gunny A,—.-. Airpo dl«Use Aoaov,d IN use � Dsaal Pr Seq A ! rNgILt Motlal�Pfumbaron Nam,q Quality A... mote Andrgvatl Ar Use Ap9rovedfor Use Impact Daslap, Product Description Contract EJlpiratlon Vats In HVHZ Outside HVHZ Resistant Pressufe stlg#_ ReductModN.11—boror Name I 17W BCG(Alpine Heivor (knol iH &.mp. S) Product Deacrlodon comractr"hrtf eDMe Metal Canector Piet. 12610024 In NVHZ Yes outside HYld Yes Resistant NIA Pressure NIA FL01i71-RE .ducts muNib 0..s«mc. Aagrovod for Use ADmaved for Uss Imaacl Desi� 1 24ga Galvanized Steel Storm Panels 24ga G.N.hured Steel Storm Panel. 10312022 Yes Yes Yea WA 2 ITW BCG/Alplhs Hinge Plate Metal Connecter pis]. 1?J312024 Yes Yes NIA NIA a" Product ModaL Number a Name Product Description Codract ErdNaim Dae In HVHZ outside HVfiZ Resistant Pressure 3 ITWBCG/AINne Truloa 4 ITM1Iy BCG/Alpne Wave Metal Cameos Plate 12/31RD24 Metal C4mallor Hale IV312024 Yes Yea Yes Yes NIA NIA NIA NIA 1 Cattily Precast or Commerctaf Concrete Products Pecasl and Prelbesaod Coherent, Urtais 05252024 Nit yes NIA P41A ^, W U M � Q^ a Florida Department of Business & Professional Regulation P.pe202 Flonda 13"Itmard of Business & Professional Regulation Page I .it Florida Department of Business & Professional Regulation Poll are — Building Codes and Standards 3M12023 Building Codes and Standards $11412021 Building Codes and Standards e20=21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall L_ O ,, ,. Code E,ut . 291 Ras Des, Ponding 292. EItTLelititi Csode AmIl t.aL � Ala G■s RdLrinl= 2M3 � .. , . EMIM or 292 ....fie :Dao Psndlno 20 Type Vaatan M,nufoctyrer sari ad asalina A uo.mo VaNdaed By Validated submitted PRC ACaaya r.v.d slam �a Version Manufacturer CorC tea Enomea&Ucarrsa VallrheM ev f�(ItMag U,b,k[ed F'9C Aoaaval Apreoved g[�ai vary dedurer Iys_ JC] Mon Cantacl �i Erwin... S License Validated By VdMate �6n' ed d submitted FBC Approve! Aoo_rored elelus Reu.ion 2020 MITak Inc. l In Walden ICC Ev.N.bon'arice. LLC ICC Evaluation Be—, D1/032023 12rMf2022 01m312023 Approved ReMatom 2020 Weyerhaeuser auto Baldwin ICC Evalsatlon Service, LLC Ian Lenrar. P,E. 02r022D21 iM 3f202C D2/03J2021 Approved Att(nnatlon 2020 Wpha A)unenum. Inc. Jose Save Lull R� Lonsis Steven M. Ufldl, PE 11H8l2020 11/18/2020 11202020 Approved a _ Category: Slria,lural Crmponenta (952)89B-8635 LLC Category: Strudunl Components I283) 924-6478 (608)839J288 Category: Panel Walls i407) 509-2006 PE-62514 (717) 31.1-8454 (D Subcowasry: Truss Platys tronderamircam (205)599.9800 subcategory: Eriglneeed Lumber Compliance Method: Evaluation Report from a Ronertaaldump-sam. .user.com rlpnaaluminumincQyena cornpllaWe Matill Evauaicn Repon from a Product Evalu.tlon Entity Product Evaluation Entity CorNNla,t,e McMad: Evelualm Repon home Compliance Method: Florid. Re9hl—d! An,I ora Licensed Florida t, coon Z FL02187-R18 Products FLOB527-R11. Product. Profe.siern l Engineer O MKY Asswafoa Approved fat use Apairyed la uw Q Eegg Poduet Model. Nuaex or Name Quality A,sunne, Product Drovardon Corvrxl Exdralm Dae Ackil Io.liSdi� for Use Aoor,ved for one Outride HVHE Intaakt &YSlelagt pa9ls, Pmasurs ANA Product Model. Mu,nb.ra Name Product Deaerldtan Contract ENslralan Dot. IMOWA Q4tM IVI outside HVHZ Bgelytent )a�ayta €L016544.W5 Product, Qu01Rv Asavalts $gPlgveg for Use Aooroved 1s Use D9aI1]B J 1 hil 16 a. high strength truss Connects late 12131(2024 9 d g D Yes Yes NIA NIA 1 Micmllam LVL Laminated Veneer Lumber 03/312023 No Ye. NIA N/A Sal Product Miguel. Nidthx or stamp Product Description Caryrad Exolrallon Data In NVHZ Outside MYNZ Recltbm Pressure 2 M183HS 18 go . sups high sbenpth trust connector late i2131(1024 p Yes Yes NIA NIA 2 3 panels PSL TknberSrene LSL P... lial Strand Lumber 014312023 terminated Strand Lumber 03/312023 No Yes N/A N/A No Yea NIA N/A 1 AlphaAurnnum SolddampVened Aluminum Solnt' All Alumlismsdid 4lrrhp; Vented AJurnlnan 07/302023 No Yes No N/A 3 MII 18 to go inns cmnana pate 12/312024 Y. Yas N/A NIA 4 TJ nonBoard Slruduml Composite Lumtmr or Oriented Cdtend 03/31/2023 No Yes NIA N/A CMU & Wood sortiv CMU [amp; Wee SHEET N 0, 4 MITI" 18 go high strength truss connects pate 12131/2024 Yes Yes NIA NIA board Ran Board 5 MT20HS 20 aa. high strength truss eonnodor plate 12G12024 Yes Yes NIA WA 5 Weyerhaeuser Rim Boom! Oriented bTnntl Board Rrm Boom 03/712023 No Yes NIA N/A 6 T TL16. MT1@ TL20, MT20 189. teas pension plate. 12/312024 20 go Tess cmn.crnr plates 12Y31/2024 Yen Y. Yes vita PI/A NIA NJA N)A March 6, 2023 P A 1 1 ■ - I I !I 1 II1 1111 Ronde Dope.trnert of Business & Prolsssional fiegulMNon Paws 1 .1: Florida Depanment Of Btuln4ss & PnDfeaslonal Regulation Peg.+ d 1 Ronda Depeflmert Of Business & Professional Regulation pass+ N / Floflda Dapaftmerlt 171 Bwlneas & Professional Reguaton pass+ d1 Building Codes and SOsrldards e 1 »role Building Codes and Standards ufa3m2 Building Codes and StuWarda enmmx Busding Codes and Ster+derds ens 3ma (� > ProductApproal Appllftadon Dv*1 Product Approve] Application OWN Product Approval Applleapen DeWI Product Approval Applkvft Debi ^�^'' = i O 70 ,.. ,. .. ,... ..,. ... ,. .. .- .. CL 21111 Eob= 20 Rasa 01011hu" Data no MIbPAeaea Dina Smi Esdllar 20 Dais Dpew11AP" %a 9eaa Eea'liv6t 20 ➢ft adLbgde Data i Y�J �co Ike lbnbw le0964113" f4w1a14 saiwsol Alaaws 1 K .(iY �Fw�tltt 0411110,11 Fec Aps" Aaanped 4taar 3all"! M"pboh" WNbbd 1101911M FBCA26r" Age_1xg1 two TM Wnw mody"Um Sim Endow tamww VtllaabdW 1bN1aM It-40A Q c0CADPP,90 Aioppri i two Mtn 1*9llod my-p"ya andwNblJ"we VdmdW l4 W84N maP6 Nbd PDGAwsPwl A201P wdi 16.}� Anrini6On 20ID Pole CorPonoDn Jm H47dar' Bend) Wind" and DON JpmM L Budrnor. P.E. ® 07114=20 07/142020 0712or2020 Appmmd AFInRtlon 2020 Poll$ Corporown Joe Hlydon Borth Wim wx and Door T.F. Wm. PE. LLC OTM4120M 0T1142020 OV2212020 ApproNd Aelnl.son 2MM Permowwa6n JoeHowON41 Window V" Door JO W L auglow, P.E.7M . C 4120M CT1142020 OI12042020 lPw Appd Aa2matkn 2020 Pau COrpordbn Joe Heydo+ Smdl WNW 8Wefar eTFLynn, . PE, LLC 0711412030 07M42020 oxe O7112=0 Apprd •� Cs"&Y.. Wroowt Roolnan MonwbeaerAmmlltl$ng n CBUOCEm"drg Cslogory. Windows NDbrkom Menubna dbrA4fmlp"onn (601)W641486 CwksgVFWandowe Roawon MvV%oWgrAmmBlon CBUCKEn&Wrig CmrWndo" eollx RaPE44135 (en1)6WS-6463 osmn VJ apbcolteNy: shik, hklrg (641)12140a (001)4614Y27 subcalaOalF aingla Hung 0541)eJ1.an awbCabgay: Fled (641)4214M (ml)4114mw as►Cs14gaTr. Fixed (641)ivi- 6 '^ Csmplknss Wtlxla: Ceraodkn Mark orUsting walOpo CawpNe"s Maebod: CenJ60d10m Mork W UvNmg ' Is1LQQrnmproOydAppraal®pa Co"Norrw, esebod: Cpr0m0on Mork or LfOng pelt me�pp-141ve 0"puROMOIee v Iffia Repwb vviveikid m pelaPaxlodyDs V V JppWolope c ipaesoodkohoft tl.4e t Fen" i ProkealpNlEngln6er O .O L— 9melAelms Aaamlt�MLta A W" Dsiaa Llml■IArlms saorslatmcYu Awwwr ra ur prod," DwwAd � 0,*,W, HVHZ ftsm O EL � Awl Awl Bmdstlasadmuo Csmoat�hn201 In ky i Ouftlft" i Badmat PA.— aea.E Bs/IMt➢eNdmia CamasltiaNs■�Se In Hv4a 0rrrae HVIN PAW P� A" r4 i� �sf Pr4dw ➢mm Ammaa Alsam� [e Um Awrowd for U msam Dmlas 1 1 ftlm 1W20 High PNbi aroe&ngb Hung Mnylelrgk Hung Wlndow(4rx72') =172027 No vim Np +eO.W 1 Pees 108Nl" Himso Hung Window 36' x BP Mmyl NNF•iromt slight Hung Whxke 6e222022 No Yww, No +40140 1 2 bars logo 16rry1 awd w4ntbw(ser x 7r) D7M002 2 No yes Nr +26h20 a6ei ft-00"N0em9ellar 46d01111t rork.90" oat In HVH1 OubYaIFJNZ 111"I A�6or4 e O = LL 2 sobs I= High Perfo—rxa&ngl. Hung %AmA High Porlonnanw 81ngb Hung TNdn ON21OR27 No yin No +601LM 2 pollslD 8sr1" angle Hung elndW Sr a Ber wnyl Non-hvw swiss Hung Window WIM912022 No ym No +4e46 Gomm 1=0 Vbryl N6dWMow(101wa64w) 07M&2022 No No Yes yin No No +20F26 1 10esd04Fknge Fl-d 108sd" lir Fwnq, Fbed Window 0&2&=l y" yw No NIA e�F� `V %,— Corryaite(" x 45.12') 3 1 Pala 10 swim Slow Nune W,,dow 34•x W'V"Nom-ing.0 Bungs Wng Wkkk. OFOD90M No Yin No +601m 3 am. 1020 VIV Flied Whdm(00' x 601 01'(162022 *Gok* O � 3 Swim 1000 Slrgla Hung M* Single Hung Tlym /511612027 o Cvrr (I Or x7r) 0 No yin Nu +4WAO Pefa /O Swim eagle Hung Window, 48'a 73r Mnyl Non4.md swigs Hans ow Whd07/0V2022 No Y. No +1e-00 4 6anya 10(2081rel.XYre Mrryl Orel. Hung TMwe Corry ilk,(101'a W,W) D8/28MT No yin ND +36636 6 PBm lO cola grief Hung Wlnodw 36'xGr Vlmyl Noo-RnpMSwigs MNg Wkddw 1AW2022 No I'm M. +0N-8e i■,Pmrra T� E O s swim WMerebHungTwnwrMMA.(Wrx1*Jr) 0N132027 No V46 ND +W% 6 PMe100,waMoNun,Widow 36'v7TMnylNoWlnp"SengNNDmgWmdew DTr06R022 No Yee No +ea-00 asOtm�fotJlaa � mY10t ➢IWtl � L e limD&rgNHure senm 1=0 &re16 HUre VbM B4 Hung IW C0mpp" VV x 0 .61 IBM62027 No yin No +30-M 7 Polo 10 BNw melt Hung Widow 62-Iff x 90' Mm/I Ndn-Impact 6egb Hume WIM00W 1N1712023 No Y. Nr .5d de q�t Prdud MNld. Nwmkbr N N din Crate In HV S gg» Allow P.� W L y / •f� Q 7 6 8ow 1020 &rel6 NUre swim 1O2e &ngk Hung Vwyle" Huna T+ps0DWmle(10exse6') OBn62027 VMryI tlhgla Myng Whdow ■ 72') MM72UT No NO Yin Yw NO No +aN-88 +35-m Rafae6346 Pwida 1 sorb 1N20 Vlr A axed "*. w (e0' x TO-) DY032024 No yin ND -W26 O ^ y� }e r1 e seem la��&nele Hung (4e Vbryl Gkele Hung Windorw(41' x W1M GBM32027 No V. ND +3W-ee 2 8Wka 1W20 Wel sod wlydow(l0r x 64') 0711702024 No yw Ne +251.28gmd&A 10 .area 102081rel$ Hung Wyl9keb Huns WNldaw l3eaeN.l7r) OBM62@7 No yes ND *36U3fi Y a00 .s00 1� Da= 3 swim Iwo Wryl Flied Window x60') 07M62024 No Ym lib +6ww N m .�f � 11 0N172027 No ym No +3N"17 ■rat e�mAd im ssamrtE h� 0wbli HNQ FseJ6lst rm6Bo 12 golfs 1020&ref Hung 8wNt 102p Glrel$ Hung Wry] ekes Hung Wnkw tar girl Mr+kl Bwek Hung Window (3s'a77) ON7Ap027 No yin No +3N-3s 1 Paid lO Sersa 81mght Hun Wndow a 36- x s0' Mrryl Nor4mpad Brigs Hung Window 084212023 No yw, No 4e40 L"� 13 samm1d20elrgf Hung WMGVVWHoblWln Composm(7rxb36') 0023R027 No yin No +360-06 2 Powlaserwemsewng Widow 64'xWMmyl NoMmpWBlmgle Mup WhdGw m1042023 No Yw Nt +45-45 C- 14 1s BOd" "ONO argio Hung sww102081ngs Hvrg Wgl Bees Hume TYrin ODmpm62 m(66.6'x83,61 017J0" MWSwgk Hung1Wn COmpmll$(V6Vx7r) 06(172021 No NO yin y" No No +35416 +3y gg a 4 6 Polls10 awrim Single Nwlg Wndor Peb 108erhra cries Hung Widow Pees 108erw angle Huns Widow 64'.Or V*y Mon-In6ad &rob Hung Wkrw DW*=3 36'x67 MrryINon.lmpmt shell. Hung Window 00222023 62.1w. so-wo Mom-Imped Singl$ Hume WPdo. 101172023 No No No yin yin yw No W No +661-6g +001410 �' N 0t. 7� D' 18 aolks tpr2p&rel6 NUre MnABrgl. Nang TYln Corrpmbj72'x 7r) 00M62027 NO yin rID +t0,4o �'� ,p 17 a6rlm 10120 erelo Hung Vhryt Raze Wad $lmsle Hung Flenkwrs (10T x72-) 1000612021 No Yea No �3e630 i C4 Q y 07 bin seaD awbA Ali"P�oiwt➢asadmlaD 1 lee serum NThwrmater W EnWi 1psm N Awe13 wish Wry] Her PerbImmee sample Hung (47 x 77) ON1712027 n HVHZ No MAIMMIMIN Ym 9f� f No MOM +001.60 j 2 laeanw NTholmwbra Enmrnpm oAwan3 High Wryt wiser Parbrnena Blnpb Nune Trin OSOt2027 No yin No *6&-so 7 N S P6Hormana Sig1a Hung Go"" (>? a W117ry 6 1SDSomaNThar."ForEmmn"ndrAvs":sigle %":hesHuglHplaCorrpam(10a'a7rl MIN2027 No yin No +4%140 Hung la Gems o7harmwsrorEroampws oAwml8kgla Wryl ehgk Huns Trlpl. Cknfrodk (10e xs36'j OWS12027 No Y. No 3" j c HUg -041 J 1% O Ronda DepaMlent of Business & Professional Regulation Papa 1 or 1 Florida DepseWw rut of BuNness & Plofeaalonel Regu)etlon Pwile i N 1 Ronda Deperi rrum t of Bumf new & Prof selonal Regulation psq 1 d 2 Building Codes and Stendarde ena3022 Bufding Codes and Standards e/1dr4pD2 Bullding Codes and Standards ens 2m2 Product Approval Applk"on DUBON Product Apor"I Applleotlon DOOR Product Approval Appl"W Dgt41N SDsle E*kiW SL gave am 26YPasim gars TM VAMi" Ms"bduwEadwNal4wms WllisdW 10*661*0 FBCAespowl Aeplw" go" CAM Mom Do 241111 gab, ft"d a DO BM yaAlgg Nl.wrba4uw.r S46ast iedawrALaamw jylygfNIA, N1116"d FBCAaswml As1ronall too adlbe DWR Daft Dab Paeerm Daft n!" Wnilm Wmalwa NWN00141 Midi k4 Rec,_Mqryl 4gpgr20 110" Mnellon 21010 Pala oo poNlbn Joe H4ydv sonal W 16" and Doer Jomm L BudkW, P-E. a C71142020 071142020 (17 2020 Appwwd Af.W* n 2020 Pala Corponl Jet HWden 8wrdl Wwron W. adeesr, P.E. T.E. Win, PE, LLC 071142020 071142020 0740OJ0 APPNwd AInnoto n 20M Pslb CNpmwm Joe Hotdon aandl Wlydow end Dw Jam" L Bv~. P.E. a 0771412020 071142020 00/202020 ApprWW cdpay: Windows Robinoon MomlboSoorAamidkn CBUCJOEnglneerog Cdy4ripWindow, Rodman PE-41136 (681)W"46g CM4Oap. Exsrbr Dom Robkan NMulm4warAamftlon CHUCK EnglIft" 1WComarn H.U.0 &lir (641)W140NN (e81)491.0127 axbCstigiv. Hoaar00814ar (841)621-uw AwbCabaay.=dng 1bdwrlorU—Aswmblw (641)ei-sots (3111)411-0927 el.wplMww Mdw0. C neflowom Mark 0r using peleprodlkspp okol®pe Csmplbnm adll.d: Evd-lion Ibp d from ■ pallwrodrebpProwd+OPa Cawpilanw Maths! Cordlodsn Mfk or Usti g pabprodudapprowsl®pw Ilw.00m Floddp F 4plapertd ANhilem No Lb~ Ro Wp Ila.mm Iwoorn FLwH61ue7 Podudw Prolwlond englnN PLa11a4N3 Padwb goftAslms &NMBNLkilm aaslsadbLuu balm Dodo ➢WW[AYIm a�uLeM Ysa A4mmminum fount 12ases Pwdred EWA Nuwbo N Nsoa PIaYIK row Caarme 6drdbw Now 10. QUNMLtm Aamtam Paa•NLra Qp0delvrarsa AeerowM for We Asere4d IV Ua I DBAN Awl PMrrtl Ildwl. Nuulr 6e Ilan , 521192midatio godmkagwdbwLow In HVHZ cut Hz .Bawmf ftk"M 1 Sow 1020&I ant Window VLp4 aikhg Window or MO. x 00') 0Tr2'712028 No Yaw No +3aJ0 Pnadud Madsl.Nanbar .Nabs Rolm QlaRlm(el C40motgxmm toils 10tl1a12 gusd4M10B Asamam �s 1 Sofa 1G2N26rablreclew Door M 2linel'OJC&d rims Door 112p/2p71 rye wg (W xW-) NO Yin Ile +26126 2 soda. Iwo vidna Widow, Wryl skarg Window(m4 or x0, 73.1tr. W) owsam No va Nil +3y46 1 Gtma 108lding Window Spmm 10 VWO Fingm Sliding Wlndowa 051262081 No yin No WA 2 Sow 107026Sading Ole" Door Mrryl Swgs"I Fhad'0' Ddor(SNe1Ib, 344616' (13262a22 No ym Al$ +3" 3 awka 1020 &lime Window Vlnr)4:11ding Window (XC%, 10P x601 OW72023 No yes No +0-4 0 x 81-17r) 1 gem" JG20 else whom V'61Y+Sll$hg Widow Ql0x. 106'Y3r) W272023 No Y. No +3aae 3 UefteI 425 Mingglm6 Door Wry1244emel rOX eklkg Ohm Door 07 x 021 10NO2021 No Vt. No +3Y 16 4 Sorm 1W=$ UN I g0s" Door 11kryl 8hgk PvW Fnal V Door (810a1111A 47-14x GW2N2022 86.1I2� No V. No +2OLM awNbAmaal.s Amrared for N" Aeererei fa Uaa Im Awl PMwd Maul Nu lwr NNow In HVHZ Cublills H grobvim P�gyg 1 Swim 1S) N ErNpmpam NAVWV 811kiog OWO DOW vdei 24%mol -ox- swig Ohm Door (e6.12' x ta242021 No Yes No +20-2a 911-li ) 2 Hvi. 180 or Ermnpms a A—d 811dig Wide Door Wry] Brisk Pahl Find-VDoor(akNllie. 36.19- x D2M612W2 No Ya Nd +4&40 61.11r) 3 Berm 13D a Encumpms W Avwnd &slag Olem Door VW 2-ft-1 *ox, volt g OWNDoor (7r f oxy 0N06=2 No va No +3&46 4 Swum 1B0 N EreNnpem NMMN &ldrrg 0baf floor Vto ahglp Panel Fad -0- Doc (61deh1w. 47.17I x 02norim No Y. No +261.26 Pfag64a4t14 Pmidb 661(R7 yaat Pradwd Mudd. Nwrab4x N Narm ggytaygg�gg PMASIDUSUINAU11110.90 Atorovsa In for u" Amm"d for U oulawo i imam BRIMM alga Emwm 1 swum Iso N LWpm N An" &keg OWN Dow WM 2-Parol'C)• sliding Olmw Dow (ss.trr x W240031 No Yw No +2ONM OV /2-) 2 8sdm 190 or E, m. pYa NAvar38lldtrg Ohm Door WM akgl. pawl Flied m0' Door (akw ila, 36.1rr x 02M62032 No yes No +40"0 61.1I7) 3 Son" Igoo R0011we orAwrm6611drrg CAM Door %W 244wr61'Cx' VdIng Osm DON(r7 187) 0&242W2 No y" No +bar-36 4 sect-13D a E—psw aAwolm &Warp Ul®PDor VIRA U aim Parwl Fixisa v Door (elklo a, 47-IW i 02fl WM2 No yin ND +2N-26 66-1Rry Cn E z 0 0 > L Q O Q L U O CL Cf) U o0 Q O w� z J z SHEET NO. March 6, 2023 PA 1 ■ .__ I I I .L_. I I _-.I ' II II V 1 II 1 11 1 1 IIII _ _ _ _ _ - I I ._- "I. I II IIII 1 IIWi lhi. 1 11 11 1 1. 1 1 11 11 '. 1 -1 1 __ 1 11 11 [1 1' 1 (�'. NI _ -._•LI _ I I I- III .. I IT L lei_ - �. --)_ bpi i� II 'I�IIi II II I'�111�119'I� 1 II I Ill�l to Q� ca a) �a V O }, E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 121302020 L (/D1� 0-0 O For direct Inks to all SST approvals listed below, CLIG K HERE. For direct Inks to all SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals Isted beim, CLICK HE Tr�F. For direct Inks to all SST approvals Isted below, CLICK HERE. (D n co For additional Informaton regarding Florida's Statewide ProdnCt Approval System and Msm4)ade Counly Notice of Acceptance (NOA). CLICK• HERE ------ - -- 7 For addt0hal Information regarding Florlde's Statewide Product Approval System and Mami-Dade Canty Notice or Acceptance (NOA). CLICK HERE For sddtional Information legardlrg F10146's Statewide Product Approval System and Mam1Dade County Notice or Acceptance (NDA), CLICK HERE For additional Information regarding Florida's Statewide Product Approval System and Msmi-Dade County Notice of Acceptance (NOA), CLICK HERE .0)N U to FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518" to 3- = =3 Co 9116" and heights ranging from 4-5116" to 11" Concealed flange CD -10 U 19" Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea M Product Model. Number or Name Product Descdntlon version (HUSC) available for models having wildth equal to or _-0 O �Q 1 Tllen Stainless Steel Concrete 8 Masonry Screw (FIN -ES) 1/4' diameter Titen stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB. BTH Brick Ties greater than 3-9/16" L L 2 APA21, APA4, APA6, APVA21. APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in wdths ranging from 1-7/8" to 3-� 0 Q 0 3 APB44, AP644R, APVB66, AP866R, AP888 APB88R, APB1010, APB44 1010R, APVB, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, GS22 Coiled Straps 5/8" and heights ranging from 9-1/4" to 16" Q _ 1`09581 APV044R, APVB66, APVB66R, APV888, APVBSBR, APVB1010, APV81010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3 63SDS. LGU5 25SOSFare-mount hangers (a O -i- 1 4 APDJT2-4. APDJT2R 4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionliension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M O Seo X Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, _UC21 OZ Face -mount hangers �+ IQ 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, ARIH61 OR Outdoor Accents Heavy Hanger 7 Hill. H10A, H2.5A, H3, HO, H7Z, H16 H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4+' wowL a) L 2 SD9112, SD9212, SD10112, SD10212 Strong -Drive SO Connector Screw 6 API-4, API-6, APT4, APT8, APVI-4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT2, HGT-3, HGT4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15116". Ij� Q 2 (L 3 SD911255, SO9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63 SDS, MGU5.25-SUS, MGU5.50-SDS, MGU5.62SUS, MGU7.00 SDS Face -mount hangers � (� 40 0- 4 SDCF22434, SDCF22512 SDCF22614, SDCF22700, SDCF22858. SDCF221014, Strong -Dane SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2.SDS1 5. HSS2-2-SDS3, HSS2.3-SDS3. HS84-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116, to 5. ♦-a SDCF221134, SDCF221334, SOCF271958. SDCF272356 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2_ HST3, HST5 HST5 Straight Straps 1/8" and heights ranging from 6-15116'to 5 SDCP22434, SDCP22512. SDCP22614, SDCP22700. SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, C.IT4Z. CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30. HTS30C Heavy Twat Strap 19 MUS26. MUS28 Face -mount hangers SDGP221100, SDCP221134, SDC P2714p0 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ. HTSQ20KI-Z Heavy Twst Strap 2D SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging Iron 1 - CP "G 6 SDHR27400, SDHR27614. SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screwy 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9/16' and heights ranging from 3-1116' to 13 314" a 7 SDS25112 SOS25134, SDS2520C, SDS25212. SOS25300, SDS25312, SDS2541 2 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21 LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double 0- SDS25500 SOS25500, SDS258M 14 FWANZ Foundation Well Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. t j � r 6-LV 8 SDS25112SS, SOS252005S, SDS25212SS, SDS25300SS SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in wdths ranging from 1, 9116" to .0 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDVVF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, I.TS1H LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.5/8" to 11.1I4" ; y 17 18 HCJTZ HH4. HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MS772 Medium Girder Tiedown Stralht Straps 'irr -zo a FL#1 D007-R8 19 KBS1Z Knee -Brace Slabiltzei 21 MSTA9. USTA12. MSTA15 MSTA18, MSTA21, MSTA24, MSTA30, MSTA36. MSTA49 Straight Straps FL1t10867-R6 $ C 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps m a = Sea x Product_Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC8683 Pre -Bent Straps Sea x Product Model. Number or Name Product Description m ; R 1 ATR3I8, ATRt/2, ATR5/8, ATR314 Threaded Rods 22 LS30. LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MST160, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available m widths ranging from 1-9/1e' 7- y y 2 ATLID5, ATLJD6-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-1/8" to 30". Co Z' G 3 BP316-2, BP1/2, BP1/2-3, BP5/$-2, BP5J8-3, BP314, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28L2, L5SJ28RZ, LSSJ2110l LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA2x10-18, NCA2x12-16 Bridging 2 OGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- CO 4 CNW318 CNW1/2 CNW5/8, CNW3(4, CNW5/8-112, CNW3/4.5/8 Coupler Nuts 25 LSSR1 61, LSSR2 1, LSSR2 37. LSSR2 56 LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW612, RCWB14 Wall Bracing V8" and heights ranging from 9-114" to 24". y `y 5 CTUD55, CTUD65, CTUD66 CTUD75. CTUD76, CTUD77, CTUD671 CIUD88, CTUD97, Coupling Take -Up Device 20 LTP4, LfP5 Tie Plates 26 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- CTUD98, CTUD99 27 ML237, ML24Z, ML28Z, ML28Z, ML21 OZ Angles 29 1 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24". cc 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4. SP5, SP8 Stud Plate To 4 DGHF senes hangers Top flange hangers available in widths ranging from 1-3/4" to 3- o 7 RTUD3, RTUD3B, RTUD4. RTUD4e RTUD5 RTUD8, Rl'UD7, RTUDB Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24" W 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU2i MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Sold Shoe 5 E-G5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW3B Take -Up Washer 31 RBC RBCP Roof Boundary Clips 33 ST9, ST12, ST18. ST22, ST292, S12122, ST2115 ST2215, S16215, ST 8224, ST6236 Straight Straps 718" and heights ranging from I I" to 32-1/7'. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, T830 T836, T842, TB48 T654, TB66 TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-618" to 7. 11 URS4 112" Opliit Rod Run Tleciamn System 33 RTC22Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TWB1Q TWB12, TW614 Wall Bracing 1/4" and heights ranging from 11-1W'to 32". 12 URS5 548" Uplift Rod Run Tedown System 34 STC STCT, DTC. I ITC4 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 6-718" 13 URSB 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Tniss Jack Clips 37 WB106. WB106C, WB126, W0126C, W6143C Wall Bracing and heights ranging from 8-1/2" to 28", 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from II"to 32" FL#10441-RB FL#105314115 9 HB sores hangers Top flange hangers available in wdths ranging from 1-9116" to 7- FL#10447-R5 112" and heights ranging from 8" to 30" sea x Product Model. Number or Name Product Descnntlon gad 7k Product Model- Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7/8" 1 DTT2 Hold-down Sea # Product Model. Num bar or Name Product Desicq on 1 CBI d2 37x5 5, C91-12 37x7 63. C1131-12.37x9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHSTF series hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4"to 8- 3 HDO8, HH0Q11. HHDO14 Hold-down 2 DSC2R-SDS3, OSC21. SDS3, DSCSR-.SDS3, DSC5L-SDS3 Drag Slat Cnnnectors available in widths ranging from 1-9/18" to 3-9118" and heights 7/8" and heights ranging from 7-1/2" to 32" 4 HDU2. HDU4, HDUS HDU8, HOU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.118" to 23.15116". 12 HGLTV senes hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA26, HPA35 Strap -style purlin anchor 4 HCP1.81. HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25 SDS, HGU5.50-SUS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25• Face -mount hangers 1/8" and heights ranging from 14" to 33" 6 LSTFID8 LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HITRC42, HHRC42-2 HHRC411 81, HHRC44, HHRC5 25M 25 HHRC5 371312, Heavy Hip to Ridge Connectors SDS, HGU9.00 SDS 13 HIT series hangers Top flange hangers available in moths ranging from 2-5/18" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in wdths ranging from 1.518" to 7- 9/18" and heights ranging from 18" to 26" 8 MPA132, MPA144 Strap -style purlin anchor 6 HRC1 81, HRG22 Hip Ridge Connector 3l8" and heights ranging from 5-5/16' ro 12-7/8". 14 HUSTF series hangers Top flange Joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35. PA51 , PA68 Strap -style purlin anchor 7 LRU26, LRU28. LRU210. LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5 62-SDS. HHGU7 00-SDS. HHGU7 25-SDS, Face -mount hangers 3-9116' and heights ranging from 5-3/8" to 13-11W 10 PAI18. PA123 PA128 PA135 Strap -style purlin anchor 8 LSU26, LSSU28. LSSIJ210 Light Slopeable/5kewable U Hanger HHGU9,00SDS 15 HUTF HUCTF series hangers Top flange hangers available in wdths ranging from 1-9116" to 5- 11 STHD10. STHD10RJ Strap -style hold-down 9 FBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48 HHUS410, HHUS5 50110, Face -mount hangers 112" and heights ranging from 3-7116" to 15" Concealed flange 12 STHD14 STFID14RJ Strap style hold-down 10 TC24. TC26, TC28 Truss Clip HHUS7 25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC.418, THA422 Adjustable Truss Hanger 7 HSUR, HSUL. HSURC, HSULC series hangers Skewed face -mount hangers available in wdths ranging from 3- greater than 2-9/16". THAC422 THA426 THA422-2, THA42&2 1)8" to 5.1/8" and heights ranging from 4-3/4" to 15-314". 16 HWP series hangers Top flange hangers available in widths ranging from 1 9116" to 7- 12 THAI1 81/22, THAI2 06122, THAl2.1122, THA1222, THA1322, TH A13522, THA1422 Adjustable 1 russ Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.316" to 28" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; 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 Multiple Truss Hangers 6 HTU25. HTU28, HTU210, HTL126-2, HTU28-2, HTU210 2 Face -mount hangers 112" and heights ranging from 5-3/8" to 32" 15 THJM2-4-SDS3, THJM2-5.SDS3, THJ1,126, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1.9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" m 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.7I8" to 19.114". Concealed flange 5/8" and heights ranging from 9.1/6" to 16" 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 Je series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2.9/16" ranging from 5.3/8" to 7.114" 10 HUCQ1 8119-SDS, HUC01 81/11-SDS, HUCQ210-2-SDS, HUCQ210.3-SDS, HUC0510 Fare -mount hangers 20 JBA series hangers Top flange hangers available in width of 1 9116" and heights SDS, HUCQ410 SDS, HUCQ412-SDS, HUCOS 2519-SDS, HUCQ5 25/11-SDS. HUCQ610 ranging from 9-3/16** to 13-1/8" SDS, HUCQ612 SDS Simpson Strong -Tie 2020 FBC Approved Products Updated t2r30r2020 u e Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 FENTRITO Simpson Strong -Tie 2020 FBC Approved Products Updated I2r3 202o MORE reiq Simpson Strong -Tie 2020 FBC Approved Products Updated 121302020 ®For dkwt Inks to all SST approvals listed below, CLICK HERE. For Beet Inks to ell SST approvals Ned below. CLICK HERE. C�,�� r��. For direct Inks to all SST approvals Isted below CLICK HERE. For direct Inks to all SST approvals Ned below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mami-0ade County Notice of Acceptance (NOA). CLICK- HERE - Far additional information regarding Florida's Statewide Product Approval System and Mane -Dade Canty Notice of Acceptance (NOA). CLICK HERE. " For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA), CL L HERE. . For additional information regarding Florida's Statewide Prothlct Approval System and Marro -Dade County Notice of Acceptance (NOA), CLICK HERE 21 LB series hangers Top flange hangers available in width of 1-9/16' and heights FL#11468-R5 18 SLBV1.56, S/LBV1,81, S/LBV2.06, SILBV2.37, SILBV2.56, SILBV2.68, S1LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5-3I8" to 15-1/S" SLBV3 56, SILBV3.62 S/LBV4.06. S1LBV4 12, 5JLBV4.28, SILBV4.75.. SJLBV5.50 6 Strong -Bolt 2 (STB2, ST824SS, STB2-6SS) Strong -Bole 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights ,gee # Product Model- Number or Name Product Description 19 SILTT20, SIDTT2Z, S/HTT'14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9.3/16" to 13-118" 1 HHUS210 3, HHUS210 4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD H, THD-HMO, THD-j14SS, THD-H6SS, THD-CS, TI-ID-CSBSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 FIRS6. HRS8, HRS12 Strap Ties 21 SP4, SP6 SW Plate Ties availablewith hex head In carbon steel and Types 304 and 310 7/8" and heights ranging from 9" to 33-112" 3 HUCO210-2-SDS, HUCO210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 5- 4 THGB2 THGB3, THGBH2, THGB1-13. THGBH4 Joist Hanger 23 STC. DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1r2' 5 THGQ2-SDS3, THGQ3-SD.S4 5, THGQ42-SD63, THGQH3-SDS4 5. THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD50934RC) Titen HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in wdths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4.3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH, THDB37158RFI. THO37212RH, Titan HD Threaded Rod Hangerfor concrete 1/8" and heights ranging from 9-114" to 24" THD502341111, THD10212RH) 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in wdl:h of 1-9/1e' and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3r8" to 7 ViT' FL#1 /473115 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers lop flange hangers available in widths ranging from 1-9116" to 7• Sea N Product Model. Number or Name Product Desorption Sea # Product Modal. Num leer or Name Product Description FL#16230-RB 1/8" and heights ranging 9-114" to 32". 1 DFTAL2D Double Embedded Truss Anchor 1 CCQM3 82-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 62-SDSG CCTQM5 50SDSG, CCCQM3.62-SDSG CCCQM4B2-SDSG. kag Product Model. Number or Name Product Description 3 H18, H15S, H15-2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT XP High -Strength Acrylic Adhesive for concrete or masonry FL#1066(FR5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 FCCLQM3.82G-KT, ECCLOM4.62G-KT, ECCLOMS.50G-KT, ECCLLQMD362G-KT, Masonry Per Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HFTAL2C Embedded Truss Anchor ECGLLQMD4.62G-KT, ECCLLQMO5.5DG-KF, ECCLRQMD3.62G-K1, ECCLROMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Product Model. Number or Name Product Description 6 HGAM10. HMO Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (ST62) Strang -Bolt 2 Wedge Anchor for masonry 1 ABA44 ABA44R, ABA46, ABA48R, ABA66. ABA66R Adjustable Post Base r HHETAI6. HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7. 25, HG UM9 W Heavy Masonry Hangers 5 Titan 2 (T7N2) Tden 2 Screw Anchor for Concrete 2 ABU44, ABU44R. ABU46, ABU46R, ABU5.5, ABUS-6 ABU65. ABU66, ABU86R ABU88. Adjustable Post Base 8 LGT2. LGT3-SDS2 5, LGT4SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.3 LGUM264, LGUM28.2, LGUM2&3 LGUM28.4, LGUW10.2, Masonry Beam Hangers 6 Then HD (THD H4SS, THD-H6SS, THD-CS6SS) Titan HD Heavy -Duty ScrawAnchor for concrete available in 304 ABU88R, ABU1010 ABU101OR ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46. LGUM48_ LGLJM410 or 316 stainless steelwtth hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ. ABW66Z. ABW66RZ ABW7.7 Adjustable Post Base 10 META12, META16, META18, MElA20, META24 ME-FA40 Embedded Truss Anchor Tie 5 MBHA3.12/9 25. MBHA312111.25. MBHA3.56I7 25, M9HA3 5619.25, MBHA3.56111.25 MBHA3-56/11.88, MBHA3.66114, MBHA3 56/16, 1 56r1S, M8HA5.50r7 25, Masonry Top Flange Beam Hangers 7 Titen Turbo countersunk head Titen Turbo 4 AC4, AC41R, ACE4, ACB, ACOR, ACE8 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Step for Masonry (TNT) Screw Anchor for concrete or masonry 5 BC4, BC46, SC4R, BC6. BC6R. BC8, SCS2.2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16,. HTSM20 Twist Strap for Masonry MBHA5.50/9 25. MBHA5.50111 25, MBHA5 500 1 88 MBHA5 50fl4, MBHA5 50116. 6 Ce44, C646 CB48, C866, C888 Embedded Column Base MBHIA5.50/18 ICU 7 CBSQ44-SDS2. CBSQ45-SDS2, CBSQ66-SDS2. CB5086 SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.55/9.25, MBHU3.56/11.25, MBHU3.56111,88, MBHU3.56/14, MSHU3.56/16, MBHU3 58118, MBHU55019. 25, MBHU5 50111 25, MBHU5.50111 88. MBHU550114, Masonry Beam Hangers FL#16837-R3 8 CC, ECG ECCU Series Bolted wlumn caps with W1 ranging from 3.1/4" to 9.112" and FL#11496•R5 W2 ranging from 3.5f8" to 7.1/2" M8HU5 50116, M8HU5 50118 ,grdyI Product Model. Number or Name Product Description O 9 CCQ-SDS2.5, ECCQ-SDS2 5 Series Snowed column caps with W1 ranging from 3.1 /4" to 9.1/2" and Sea X Product Model. Number or Name Product Deserintlon 1 X34e1016-5K, X1 S1016, Xt 81016-4K, X01 S1018, XQ181016.4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with *1 W2 ranging from 3-518" to 7.1/2" 1 DTT1 Z Deck Tension Tie Drill Point Q 10 CPT447, CPTBBZ, CPT88Z Concealed Poet Tie Base 2 HD12. HD19 Bolted Holdowns FL#13975-R8 2 XL0114T1224, XL0114B1224-2K #12.24 Strong -Drive XL Large -Head Metal Seff-Drilling, Tapping 11 12 EPB44A, EPB44, EP646, EPB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD3B, HD5B, HD7B, H098 HTT4, HT75, HTT5-314 Bolted Holdowns Tension Ties Sep # Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K Screws with #6 Drill Point and Large Diameter Hex Washer Head #1'2-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTY131 Light Tension Ties 1 SDW22300, SDW22338, SOW22438, SDW22458, SDW22500, SOW22600: SOW22638, Strong -Drive SDW EWP-PLY and TRUSS PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCSZ Light Post Cap SDW22834 4 XQ114S1224, XQ1 I 4B1 224-2.5K, X114SI224, XQ112S1224, X01 12B1 224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with ilk) Drill Point 0 15 MPS447, MPB867, MP1388Z Moment Post Base 2 SDWC15450 SOWC15130C Strong -Drive SDWC TRUSS Screw 16 PB44, P844R, PB46 PBW, P266R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH19400DB SDWH196WDB, SDWH1980OD8. SDWH191000DB Strong -Drive SDWH TIMBER-HEXScrew 5 XU34SI01S. XU34BI016-5K #10-16 Strong Dnve XU Metal Self -Drilling, Tapping Screwsvrth 17 PBS44A, PBS46 PBS68 Embedded Post Base 4 SDVVH274000_ SDWH27B000 SDWH278DOG, SDVO427100DG, SDWH27120UG Strong -Drive SD`A'H TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6 PBV10 Round Post Base e5 a # Product Model. Number or Name Product Description SB Anchor Bolts 5 6 SDWS16212, SOWS16300, SDWS16312, SDVVS10400 SDWS19800, SOWS19712, SDVVS224DO,SDWS22500 SDWS22512. SDWS226W Strong -Drive SOWS FRAMING Screw Strong SOWS TIMBER Screw Grade) O 19 PC44-16 PC46-18, PC46-16. PC64-16, PCBB 16 EPC44-16 EPC46-16, EPC48.16, Post Cap 1 SB518x24, SB7/8x24, SB1x30 -Drive (Interior EPC64-16 EPCBB-18 2 SSTB16, SST820, S-ST824. SST828, SST634, SSTB36, SSTB18L, SST820L, SSTB24L. SST Anchor Botts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SOWS221500 FL#35320-RO L 20 PC4Z. PC4RZ, PCEZ, PC:BRZ. PC8Z, PC8RZ EPC4Z, EPC4RZ, FPCBZ, EPCBRZ EPC8Z, Post Cap SSTB28L 7 SDWS22300DB_ SDWS2240008_ SOWS2250ODB SOWS226000B, SDWS2280ODB, Strong -Drive SDWS TIMBER Screw (Fxterior Grade) EPC8RZ SDWS22100006 Sea # Product Model. Number or Name Product Description 21 PPB44-4Z PPB44-6Z Post Base 8 SOWS22312088, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5. DSSCB48, OSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPRZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS27500SS, SDWS2760OSS, SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5 FCB45 5, FC847 5. FCB49 5, FCB411 5 Bypass Framing Fixed -Clip Connector v'^r SDWS271000SS, SOWS27120OSS 3 FPHSO34S1018, FPHS034B1016, FPHSD34B1016-5K FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-t l-CFS Self- v, sec # Product Model, Number or Name Product Description 10 SDWV1340C Strong -Drive SDWV SOLE -TO -RIM Screw FPHS034 B1 214, FPHS03461214.5K Drilling, Tapping Screws FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25, LSFC825, SFC2 25, SFC4.25, SFC6 25 Steel Framing Con nector M 2 HRS6. HRS8. HRS12, FHA6. FHA9, FHAl2, FHA18. FHA24, FHA30, MSTI26, MST136, Straps 97 mil (12 ga) 5 LSSC4 25, LSSC6.25, SSC2.25, SSC4.25 SSC6 25_ MSSC2.25, MSSC4.25. MSSC6 2.9, Steel Stud Connectors Odg, Product Model- Number or Name Product Description MSTI48, MSTI60. MSTI72, SlMST27, S/MST37, SlMST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7 5, RCKW3S. RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, 1-STA36, I-STI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Slaps 43 roil (18 ga) 7 SCB43 5, SC845.5, SCB47 5, SCB49 5, SCB411 5, MSC845 5, MSCS47 5 Bypass Framing Slide -Clip Connector n 3 GH46-6, GH46-8, GH48-6 GH48-8, GH410-6, GH410-8 GH66-6, 01166-8. GH68-6, G1-168. Girder Hanger 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115.. ST2215 Straps 33 mil (20 go) sea # Product Model. Number or Name Product Description 8 SCS32-5197, SCS62 5/97, SCS8251118. SCS82 5/118 Bypass Framing Connector 6, GH610-6, CH510-8 6 LSUSH3.25, SUBH3.25. MSUBH3 25 Bridging Connector 1 AS 18, AS 18S5, AS 1 BS6 18 ga Truss Plates 9 SCW3.25. SCW5.5 Head•of-Wall Slide -Clip Connector 4 GLB5A, GL858, GLB5C, GLB5D. GLB7A. GLB7B, GL67C GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25. SJC10.25, MSJC8,25. MSJC10.25 Steel Joist Connectors L� 5 GLBT512, GBLT612, GLPT516, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, I-TS20 Light Twist Straps 3 AS-20 20 ga Truss Plate 11 SS83.518 Bypass Framing Slide -Clip Strut Connector O �.r� `V 6 HGLBA, HGLBB, HGLBC HGLBD Heavy Glulam Bearing Plate 9 MS1 A30. MSTA36, ST6215, ST6224. ST9, ST12. SF18, ST22, MSTC28, MSTC40, MSTC52 Straps b4 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong-Onve XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT•4 Heavy Girder Tiedovm 10 MSTC66 MSTC78. ST8236 Steps 68 mil 14 9a) ( Screws W 8 UFP10-SDS3 Universal Foundation Plate 11 MrS12, MTS16, MTS18. MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1018, XQ191C16-4K, XQ1S1214 X0181214-3.SK, X078S7224, X07881224-3K, 910-16 #12-14 and #12-24 Strong -Drive X Metal Self -Drilling, ram` 9 URFP Universal Retrofit Foundation Plate 12 S161.58, S/81 81, S/B2.06, S/62.37, S/52.56, SIB2.88, SIB312, SIB3.56, S1B3.62, SIB4.06, Top Flange Joist Hangers FL#15730-R4 X0114S1224, X011491224-2 5K, XQ112S1224, XQ112B1224-2K, X34B1016.51<, X1S1016, X1B1016 4K, X1S1214, X181214.3 5K Tapping Screws Q 8164.12, S/B4.28, S/B4.75, SB5.50 Z 13 S/BA2.12/8, S(BA2.12/10: S1BA2.12J12, S/BA2,12/14, S/BA4.18/8. SIBA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description S/BA4.18112, S/BA4,18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAG, GDP, GOPM50, GDPM-75, GDPM-100. GDP$, GW 50, GW-76, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S, S/HO88, SIHDIOS SIHD10B, S/HO15S, S/1-1015B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT K, PILAW, PINWP. PINWP-W, PDPAWL. Powder -actuated fasteners, threaded studs, and assemblies J 16 S/HDU4, S/HDU6, S/HDU9, $IHOUI I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 SJJCT, S/HJCT Joist Hangers 4 SE1-3G Adhesive Anchor for concrete SHEET NO. March 6 2023 PA 1.3 iM, �. ! !.:..il, . n i i. i. ..I 1, i I ! l l I ! J 1 I 1 111-L]Lit- lip 1 11 1 111 "I111 N t~ -o W toCP li'UAhil'I�IIDE MJAM-DADE COUTNn' PGT Industries. Inc. o p PGT Industries, Inc. 0 L -0 C PRODUCTC ONTROL SEC TIOV PGTIndustries.Inc, 1e m o- �- O 0- L 1190; Sw M snec Rooiu 20t1 NOTICE OF ACC'EPTA,NCE: EVIDENCE SUBMITTED T t' �'- NOTICE OF ACCEPTANCE: E�-IDE2rt E SIrB3IITTED ©s Q� �- DEPART&JE1VTOF REGULATORY AItDECONO3rIC RESOURCES (RER) Mmm: Flmub 331 5 _a7a BOARD AND GODS AD14�vZSTRA ri0*I DIt ISION 7 r?Sire 715-::40 F (' B6) 3l `-9 NOTICE OF AC'C'EPT INTIC-E: EVIDENCE SUB\IITTED N � -o - to °' c'' CU � � NOTICE OF ACCEPTANCE (:\TOA} ttvrxmiatat4sde.ecvt«o,omF I. Evidence submitted taidei p>I�tiious NOA D. QUALITY ASSURANCE a r w d Q 3 y � Cu -� A. DRANM'GS B. TESTS (continued) i. Miami DadeDepartina.t of Regulatory and Economic Resources (RER). o a O v -0 O PGT Indtntries.Ine. PGT Technology Drive, 1. Ivfulufacturefs die drawings and sections. S. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 3 d -O O North Venice, FL 34275 (,Stlbmined under V 0-4 .Vo. 11-0107 04) 2) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 E. IiITERIAL CERTIFICATIONS 9 a C O Scon: 2. Drawing No. 1ID-5570.0. titled `Vinyl Sliding Glass Door NOA (LM)", sheets 1 3) Water Resistance Test. per FBC. TAS 202 94. 1. Notice of Acceptance No.15-0528.14 issued to Vision Extrusion Limited for � Cr- ¢s Co C) This NOA is being issued under the applicable rules and regulations governing the use of constructionmatetials. The through 21 of 21. prepared by manufacturer. dated M05,`15. with Mrision A dated �) Large Missile Impact Test per FBC. TAS 20i-94 "White Rigid PVC Exterior Extrusions for Windows and Doors"_ dated 0 15. c E cn O - E O > documentation submitted has been reviewed and accepted by Miami -Dade Count+,'RER -Product Control Section to 0+05/IT signed. and seabed by A. L; ma Miller_ P.E. _) Cyclic Wind Presare Loadingper FBC. TAS 203 94 expiring on 09�'30,19. a- � � Q be used iu .Nf1auu Dade Coutiaty and other areas whore allowed by the Authority Hazing Jusisdictwu (AHJ), 6) Forced Entry; Tem. per FBC. TAS 202-94 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their -YE CU Q This NOA shall not be valid after the expiration date stated be low. The 14ftami-Dade County Product Control Seetioct B. TESTS along with marked -up drawings and installation diagram of vimyl sliding glass door. prepared 1000 Tan 202 and lighter Shades (Non-111ite) Rigid PTA-C' Exterior Estivsions for F Cf) <( (In Miam, Dade County) and'orthe AH7 (in areas other thanNlianu Dade County) reserve the right to have this 1. Test report on 1) Uniform Static Air Pressure Test. per FBC_ TAS 202-94 by Fenestration Testing Lab. Inc.. Test Report No. FTL 8549. dated 11,106457 signed and NVindows and Doom". dated 11,10816. expiring on 12!29:21. product or material tested for quality a%uranceputposes. If this product or material fails to perform in the accepted 2) Large Missile Impact Test per FBC. TAS -101-94 sealed by Idalnus Ortega. P. £. (Test repot# revised on 12.0 15 and 0.';'11!16) 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Lmuted for their manner. themamtfacturef dill incur the expeaw of s ichtesting and the AHJmay imme3diatelyrevoke. modify. or 3) Cyclic Wind Pressure Loading per FaC. TAS 203-94 6_ Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 Brain Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this along with marked up drawings and installation diagram of vinyl sliding glass door, prepared 2) Uniform Static Air Pressure Test- per FBC. TAS 20'2-94 Windows and Doom--. dated 08'13! 15. expiring on 09 30:' 19. acceptance. if it is determined bybLanu-Dade County Product Control Section that this product or m enial fails to meet the requirements of the applicable building code_ by Fenestration Testing Lab. Inc.- Test Report No- FTL 871, . dated 1?'07,15. signed and 3) Water Resistance Test. per FBC. TAS 202-94. 4. Notice of Acceptance No.16-0712.02 issued to ENERGI Fenestration Solutions USA, This product is approved as described herein and has been designed to comply with the Florida Building Cade. sealed by Idalmis. Ortega, P- E. (rest report revised on 0215.16 and 02 24.16) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their -TAN 30.40 and Lighter' Shades (Non R1iite) Rigid PVC Exterior including the High Velocity Humcane Zone. ?. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 5) Cyclic Wind Pressture Loading per FBC, TAS 203-94 Est unions fot Windows s and Doors" dated 09:'1 SI16. expiring on Q2'04r'? 1. DESCRIPTION: Series "5570" 770" Vinyl Sliding Gh ss Door (Reinforced) Wwo 900 & IMP corners-LA11. 2) Uniform Static Air Pressure Test_ per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance No.16-0712.0-4 issued to ENERGI Fenestration Solutions USA, APPRCIVAI. DOC1 fENT: Draivting No.1`ID-5570.0 RevB. titled "ti'in}d Sliding Glass Door NOA (LM)' 3) Water Resistance Test, per FBC. TAS 202-94_ by Fenestration Testing Lab. Inc.. Test Report No. FTL 8552_ dated 1104,'15. signed and Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid P� C- Exterior .sloe 1 through 21 of 2l, preparedby mamifactiirea. dated 10:031 S and List revised on 02r01,'2l, signed and sealed by 4) Large Missile In.pact Test per FBC. TAS 201-94 sealed by Idalmis Ortega, P. E_ (rest report revised on 02,1 S;2016) Emn•usions forWindows indows and Doors" dated 0-945116_ expiring on 04,46;20. A. L-vain llMer. P.E.- bearing the 1~iiami-Dade County Product Control Reiuion stamp with the Notice of 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 '302-94 7. Test report on 1) Uniform Static fir Pressure Test. per FBC, TAS 202-94 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA. ""White Acceptance number and expiration date by the Miami -Dade County Product Control Section 6) Forced Entry Test, per FBC. TAS 2) Large Missile Impact Test per FBC. TAS '201-94 Inc. for their Rigid F3'C Ester'ior Ezmu.sions for Windows and Door's" dated 1IISSII.E I4iP ACT R�Ti\G: Large and Small 14iissile Impact Resistant along with marked -up drawings and installation diagram. of vinyl sliding glass door, prepared 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 08!10,'I 7. expiring on 02:'28,'1 S. Limitations: by Fenestration Testing Lab_ Inc._ Test Report No_ FTL 8546. dated I LU6,�15. signed and along with marked up drawings and installation diagram of vinyl sliding glass door, prepared 7 Test reports No(s). 10-002-792(,�}, 10-06- 40527. 535753-09. per ASTIvfE-84, See table 1 (sheet 7) and table 2 (sheet D for applicable SGD unit sizes. design pressures_ reinforcements "es. by Idahm Ortega, E. (rest P Ereport revised on 0L104� 16 and 02i11,'201� � by Fenestration Test Lab. Inc.. Test Report No. FTL 6638 (Samples A-1 thru A-2_2). dated ASTNID 19'29 and ASTMD-635. issued by EXOVA to Vision Estru'sion for cellulosic ` glass types. sill riser (see tables B-1 B-'_sheets 7-8) and anchor layout sheets requirements in 1 I lino 16. 3. Test report on I) Air Infiltration Test, per FBC. TAS 202-94 11 1940. signed and sealed by Jorge A. Causo. P. E. (Submitled under,'�'0-- . o.11- cotllposite material. 2. Rigid Wliite PVC. Tan ('Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be ?) Uniform Static Air Pressure Test_ per FBC'. TAS ?0?-9 # (710..', 04) (Submitted tinder :1 O ! Ao. 11-010 0-1) labeled per referenced NOA-s requirennews. 3) Water Resistance Test- per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 8_ Notice of Acceptance No_ 14-0916.11 issued to Kuraray America.. Inc. for their 3. Egress operabk- doors must complywith min clear widthor height per FBC requffement as applicable. 4) Large Missile Impact Test per FBC. TAS Z01-94 ?) Uniform Static Air Pressure Test. per FBC. TAS '?02-94 SenayG[ash(CIearandRhMe)Interimer'.ekpuirtgont370418. 4. Pocket walls under separate approval. to be rekievwed by Buikh= official 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 3) Water Resistance Test. per FBC_ TAS 2a2-94. 9- Notice of Acceptance No.16-1117.01 issued to Kuraray America. Inc. for their L ABELLNG: Each unit shall beat' a pemianent label with the ma nifactutw's name or logo. city. state and series and 6) Forced. Entry Test. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 Irasifol'8 Llt'aclear. Clear and Color PUB Interlati en"'. expiring on 07,10819. followins statement: "Miami -Dade County Product Control Approved", noted herein along with marked -up drawings and inst.-Marion diagram of vinyl sliding glass door. prepared 5) Cyclic Wind Preszire Loadingper FBC, TAS 203-94 RE -NE AL of this NO A shall be considered after a renewal application has been filed and there has beenno by Fenestration Testing Lab. Inc._ Test Report Na FTL 85 47 dated 1''_ 04,'15, signed and 6) Forced Entry Test. per FB C. T.AS 202-94 F. STATENJ E N T S change in the applicable bull code negatively affecting the eii'ozmance ofthis roduce aPP �€ P P sealed by Idahmis Ortega, P. E. (lest report revised on 02115 16) aloe with marked -up drawings and installation din of ..-imvl slid lass door, prepared g p g 1 �€ 1r� 1. Statement letter of conformance with FBC-51h Edition (2014 and FBC--6'b Edition ) TERMV ATION ofthu NOA will occur afiei the expiration date or if these has been a revision or change in the 4. Test report on 1) Air Infiltration Test. per FBC- TAS202-94 bFenestration Testing Lab, Inc_. Test Report No. FIL 6337 (samples A_1 thru A-5). dated (2017). issued by manufacturer. dared 08,14.17, signed �� sealed by Lynn Miller. P.E_ materials. use. and'ot matiufacture of the product or process- 4'fisuse of this NOA as an endorsement of any product.1 _) Uniform Static Air Pressure Test, per FBC. TAS _0_ 94 12:06 ,10. signed and sealed by Jorge A. Causo. P. E. (.Submitted under A 0.4 A'o.11- � _. Statement letter of no financial interest, dated 04,1817, issued by m2nufactturer, signed for sales. advertising or any otherpurposes shall automatic ally terminate this NOA. Failureto compl4•with any 3) Water Resistance Test. per FBC. TAS 202-94 0107 09) & sealed by Lynn Miller. P-E_ section of this No shall be cause for termination and removal ofNOA. 4,1 Lange Nftsule Itllpact Test ps i FBC_ TAS 201-94 3. Letter of lab compliance. part of the above test reports. ADVERTLSE-fENT': The NOAnumberprecededby the words ?Miami -Wide County. Florida and followed by the 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 C. CAL C17LAT101 S 4. RER Test Proposal No. 17-0387- dated 05.05,17. signed by Isl. Chanda_ P.E. expiration may be displayed in ad,.whsing literature. If any onion of the NOAis displayed. then it shall be P P P 6) Forted Entry Test, per FBC. T4S 202-94 1_ Anchor verification calculations and structural analysis, complying with FBC"-2014, done in As entirety. along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared prepared by PGT. dated 12!09'15and last revised on 02-'1516, signed and sealed by G. OTHER LNti SPECTION, A copy of this entire NOA shall be provided to the user by the mantifactuter or its distributors and by Fenestration Testing Lab. Inc., Test Report No. FTL 85.48. dated 12A04.15. signed and Anlhanti L. ;riiller. P.E. {.S.ubrrti>�ed reelde�r:1'O.1 � 0. l i-1?10.01). 'with 1, Notice of Acceptance No. l +-1210.01. issued to PGT Industries_ for their Series shall be available fat inspection at thejob suite at these of the Build Official. sp J t � sealed by Idalmis Ortega, P E. (Test report revised on 01 r04,16 and 02,' 1146). � Glazing compliesnth ASTI~�fE-1300-09. ���0; 27?0 Vinyl Sliding Glass Door (Reinfoixed) - L.MJ.. expiring on 04 `14,-21 _ . This NOA revises & renews NO Aii20-04'_9.05 and consists of thispage 1 and evidence pages E-I. E-2. E-3. E-4. j !; (., � I r-!,�.,L j :.' • I . % n . �,. E-5 cC E-6 a well as approval document mentioned above_ Ishaq I, Chanda, P.E, Ihaq L Chauda. P.E. _ a I:haq I. Chanda, P.E. The .submitted documen�thon was reviewed by Ishaq L Citcrnda. P E. Product Control Unit Supervisor Product Control Unit Supervisor Product Control Unit Supervisor NOA No. 21-020S.03 NOA No.:1-0_0►.03 NOA So. 21-020F.03 NOA No..1-020e.03 CNAMMADEOUNTY Expiration Dater April 14, 2026 Expiration Date: April 14, 2026 Expiration Date: April 14. 2026 Expiration Date; April 14, 2026 Approval Date.March 25, 2021 Approval Date: March 25, 2021 Approval Date: March if, 2021 Approval Date: ?March 2t, 2021 Pavel E-1 E-: E-3 PGT Industries. Inc. CGI Windows and Doors, Inc. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF AC-CTPTA-NC'E: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SU B?1IITTED 2. Eildence Submitted .raider previous submittal E. 'ILkTERIAI. CERTIFICATION'S (continue) 3. New EOdence Submitted 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity A. DRA111NG:S 0.881 BTi.IAU." hr.-ft`-T ASIM F 1249 W%7TR Pass. ASTM D3985 Oxygen -Pass, ASTM E A. DRAMM;GS 1. Drawing No.14ID-5570.0 Rev B. titled 'Vinyl Sliding Glass Door NOA (Ul)''. sheets 2190 I.G. Durability -No Fog -Pass. (.Subiuilled under pretious : -04 X6.15-0409,05) 1. Drawing No_ AID-5370.0 Rev B. titled' V, inyt Sliding Glass DoorNOA (LIVU'. sheets 1 1 through '21 of 21 _ prepared by manufacturer. dated 10,10515 and last revised on through 2I of 1. prepared bymanufacturer. dared 1 Q OS,1 S and Lust remised an 0'2: 01: 21_ /1 04 11' 0, signed and sealed by A- Lynn Miller. P.E. 6. Quane.�c Part Dui areal complying with ASTM C'S 18 Tibern.al Contiucti�ity _'.?'� BTLT-in' signed and sealed by A. L}MI-I.4iiller, P-E. v � hr_-ft=- F. ASTM F 1249 W'G TR-Pass. ASTM D 1434 Argon Pe.n.eance-Pass. ASTM E Note: This revision consists replacement of same existing installation screw with flat head. L B. TESTS 2189 I.G. Durability -No Fog. ASTIR E 546 Dew Point Developurnt -20OF in 48 hrs. 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (Subnt itfed larder AT0.4 No. 15-0409.05). 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 -- Vision Extrusions_ Ltd Parts complying with PVC AA'4LA 303-13_ Voluntary Specification B. TESTS 3) Water Resistance Test. per FBC. TAS 202-94 for Rigid Polyvmyl Chloride (P1.'C) Exterior Profiles for Vision Extrusions. Ltd. -t'EX-1 by 1. None. 4) Large Missile Impact Test per FBC. TAS 201-94 kA.MA Fenestration Exterior Profile Certification Program (Submitted under.V0.4 No. 15- 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 0409.05) C. CALCULATIONS along with marked -up drawings and installationdiagram of all PGT Industries, Inc. 8. Vision Extrusions_ Ltd_ Parts complying with PVC AANIA 303-13. 1. None �. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 'silicones. 1 0?v ifted nnder \ O.4 . o. 15-0409. 05) � C� prepared by Fenestration Testing Laboratory. Inc.. Test Reports No.: 9. PVC-t1._AMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior D, QUALITY ASSUR--%-N(: FTL-7897, PGT PW'5520 PVC Fixed Window (unit 6 in proposal). dated 09:0344 Profiles for Vision Extrusions. Ltd_-ti'EX-1 by A_ANLk Fenestration Exterior Profile 1_ Mami-Dade Department of Regulatory and Economic Resources (RER). FTL-20-2107.1, PGT SGD780 Alumintcm Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program„ 2107.2. PGTCA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20- 10_ Notice of Acceptance No. 18-121'.14 issued to Energi Fenestration Solution. USA. Inc. for E. \L4,TERIAL CERTIFICATIONS 2107.3. PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their -Tan 3040 & light shade (non -white) White Rigid PVC" Exterior Extrusions for 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their PGT PW7620A Ahuninum Fixed Window (unit 10 in proposal) dated 07,13 10. all signed Rindows and Doors". expiring on 02.-04'21. "Trosifolt Ulu-aclear, Clear, and Color PAB Glass Interlavers". expiring on 0T08.24. � 0 and sealed by Idalmis Ortega. P.E_ 11. Notice of Acceptance No- 18-01221.02 issued to Energi Fenestration Solution, USA. Inc. for ?. Notice of Acceptance No. 17-0808.02 issued to Ktn arav America. Inc. for their Q their series -` Hite Rigid PVC Exterior Extrusions for Windows and Doors:'. etpirmg on '"Senfi-TGlisll;� (Clear and White) Glass Interlayers'- expiring on 07r04 y?3. l- C. CALCULATIONS "r1h 0128.`23. 3. Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limuted for their `'Brown O 1. Anchor verification calculations and structural analysis. compl ring with FBC' 12 Notice of Acceptance No. 2"203.03 issued to Energi Fenestration Solution, USA, Inc. for Coated (Painted or Laminated) 3'i�ite Rigid PVC' Exterior Extrusions for Windom-, Edition (2020). dated 04'''' '?0_ prepared by ixlanufactuirer_ signed and sealed by their `Bronze & light shade cap coated 1111ite Rigid PVC Exterior Extrusions for and Doors". expiring on 09:30 24. Lt■ U Anthony Lynn Miller. RE 3N'indows and Doors. expiring on 0416%25 4 Notice of Acceptance No- 18-1106.11 issued to Vision Extrusions Limited for their series � =3 2_ Glazini complies with ASTM E1300-0-4. -01.0. -12 and -16. " NB 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior -0 D. QUALITY ASSURANCE F. STATEIIENTS Extrusions for Windows and Doors", expiring on 12,'29�21. 0 Iviiamri Dade Department of Regulatory .and Economic Resources (RER). 1. Statement letter of conformance to FBC ,& Edition (2020). dates 04.22,20. issued by i n- manufacturer. signed and sealed by Anthony L mn Miller, P_E. F. STATEMENTS � E. 1L�ITERL�iI, CERTIFICATIONS 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 1 Statement letter of conformance to FBC 7a Edition (2020), dated O101:21. issued b_y N 1. Notice of Acceptance No.19-030-4.02 issued to Kuraray America. Inc. for their 04 18,'20. signed and sealed by Anthony Lynn Miller. PE. manufacturer. signed and sealed by Anthony Lynn Miller. P.E. M "Trosifolt. Ultraclear, Clear. and Color P3B Glass Interlavers`. expiring on 3. Pm -ate Labeling Agreement document between PGT. dated 03;'30.'1S and Signed by all 2. Private Labeling Agreement dated 03.'08,21 between PGT Industries. Inc. and CGI 07i08°24. involved parties. Windows and Doors inc_. signed by Dean M. Ruark, P.E.. V.P. Engineering, on behalf of U m 2. Notice of Acceptance No.17-0808.02 issued to Kuraray A.merlka• Inc. for their ". both Companies- " Senn'N•GU, lc (Clear tnd A%bre) GL•iss Interlayers expisine on OT,04,`23. G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their 1. This NOA revises NOA# 17-0420,06 (PN'Tw,CGI) and updates to FBC 2020 ('1 Editiou). G. OTHERS -0� ..Brown Coated (Fainted or Laminated) White Rigid PVC Exterior Extrusions expiring 04-21;21_ 1. This NOA revises R renews NOA.# _0-04_:9.05 (PLAw:'C'GI). expiring 04,14,`26 for Windows and Doors". expiring on 09. 30,'24. 2- RER Test proposals #19-1155 dated 01,10 `20 approved by Ishag i_ Chanda_ P-E_ expiring 2. The current associated PLA CGI file #21-0205.01_ expiring 04r 14� 26. O � 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their 04 i4 21 _ L w M series " A'E 1000 Tan 202 and �hter shades (Non -White) Rigid Cellular PVC ;:., -• ; ;;�, .',. '� L Exterior Extrusions for Windows and Doors-*. expiring on 12.29,21. , , ; y 1 a, ; � ¢ 0 Lhaq L C uknda. F.E. Ishaq I. Chanda. P.E. Z J Ishaq I. Chaada, P.E. Product C.00tzol Unit 5upen-isor Product Control Unit Supermor Z Product Control Unit Supervisor N OA No. 21-020f.03 NOA No. 21-020.9.03 Q NOA No. 21-020w.03 Expiration Date: April 14.2026 Expiration Date: April 1.4.2026 J Expiration Date: April 14, 2026 Approval Din ter March 25, 2021 Approval Date: March :F, 2021 11 Approval Date: March 25, 2011 E -W E -6 SHEET N0. E -a March 6, 2023 PA 1.4 w_ .1 __ _ i i - L _ s i 1 i u_sTIII i i i I 111 11 i 1, I_ A I I 1 I 1 1 II I I L' MI 4ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mi2midade.aov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable nlles and regulations governing the use of construction materials. 'File documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E:., dated March 24. 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturers name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. 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 HJelmy A. Makar, P.E., M.S. l MIAMHMDE COUNTY I! -'6 A..-�' NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, AE., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and L'nflled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared b_v Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino. P E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete lintels, dated 05129103. 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality ,ys•tem Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612. titled "Cast-Crele 4 ", 6" & 11 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E.. dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. i' elmy A. Makar, P.E., M.S. Proa uct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 O ty U O L Cast -Crete USA, LLC Cast -Crete USA, LLC CL CU O O L -0 C NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (o O Cf) 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 LO (DO A. DRAWINGS A. DRAWINGS p C5- 0 LL 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of Z C }, 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, tilled "Cast -Crete 4", 6" & 12 " �+ M O 'O LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all �� O a) i through 3 of-3, prepared by Craig Parrino, P.F,., dated March 24. 2003, last prepared, signed and ,sealed by Craig Parrino, P, E., on 08119114. Cn cQ Q revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on � .O Cn Q March 22, 2012. B. TESTS o A o _t= 1. None. 4 B. TESTS W a I. None. C. CALCULATIONS N A p 1. Calculations firr Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.2 m N 5 C. CALCULATIONS prepared by Craig Parrino, P. F,., signed and sealed by Craig Parrino, 1'. E. a m o+ w 1. None. D. QUALITY ASSURANCE m c -3 �f—, R D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). a 1. I3y Miami -Dade County Department of Permitting, Environment, and Regulatory 41 fairs. E. MATERIAL. CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. � o 1. None. o- M F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P. F,., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, # 13-0321.07 1. None. A. DRAWINGS 1. None. B. TESTS 1. Alone. B. TESTS 1. None. C. CALCULATIONS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dude County Department of Regulatory and Economic Resources (RER). mi D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). I. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. --- ,^ elmy A. Makar, P.E., M.S. L elmy A. Makar, P.E., M.S. Pro&'ct 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 - 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. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 41 1. None. 1. None. Q) F. OTHER F. OTHER U) L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter wilh the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 081'08117, 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 (ISA, Inc., dated 06/I1/20, signed &sealed by Craig Parrino, P.E. CIO 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > Q 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 0— LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I o Q through 3 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last L� }, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on V January 22, 2019. =3 B. TESTS 0 O 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE C13 co 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). Q^ E. MATERIAL CERTIFICATIONS =:3 CL 1. None. F. OTHER 1. Article of Conversion for a name change. O (� Uj C41ellmy A. Makar, P.E., M.S. (j Helmy A. Makar, P.E., M.S. Z Product Control Product Control Section Supervisor Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 —t E-4 E-5 SHEET NO. March 6, 2023 PA 1.5 IT I,II _. ti-E'- I __ _ ___I-_.0 I. _ ,� L___. E I:__ I 1 ! E J -,', - r ae'71 •IIIRNIoln msls n�7R• x un L: [l .III I I I ill -I , µ,_ I I .1 __1 _ I t !1 I In 1 I 1 I - ___ - ---- --- I - I. I. I � _—__ -_ � � --- -- I II.� I� _. �_ �— 111t TIT Dlitt• If R 1RI II }IIIII- 11 I�� - \ ERSLlA Y.AE SLA`L1I1N Etk:1•U1t1'JYSL.3tt3!?i3t D1 2 Fgoill XVALUAT=BJ', WKlL' N0_2Jl473tiM 3 1 L ECO INc. TILLIT TESTING S ENGINEERING COMPANY 2.2._MT REPORTS: B. MATERIAL CHARAQIER[STICS AND SPECIFICATLONI ; - -. ___ WAT TF.N A. T11-1-17r, JR., P.E. 'a9ao1•�L'�[n� Large missile impact and fatigue load tests were performed under Protocols TAB Shall be strictly in accordance with General Notes and Components Indicated on -L411e 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing PLIA UI, . .' M.I,TIY as per TAB 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inr,., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911811996. 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18P1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond. P.E. and Report No 7. LIMITATIONS AND CONDITIONS-QF_Ul REPORT NO.: 20-0728.01 9 0219.01- t 0 , dated March 4 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 2B, 202o Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate. P.E. prepared by Tiltaco, Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E. PRODUCT SUB -CATEGORY: Storm Panels 2A3._STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panol for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: GLobal-PrQtecdonProdill LLCF length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tiiteco. Inc-, 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. 4800 S.W. 51 Street dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P E. Davie, Florida33314 1,_PURPOSE U— UALUATiON: 3. MISSILE IMPJACT-REESISTANCE- Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact under section 1826 of the Florida Building Code, as per TAB 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 81G20.3, Method 1 D of the Florida Department of Business and 4. WIND LOADS RESIS_IANS.E ��.�`"�QIA�IT/(��1�1, T✓�'i Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind a`` �� •" ""^ . ,0�P.- CEII 9 4;%, J F '. This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, • 3 , ik 44167 been verified for compliance in accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. SA-�'__ti10. *1 Florida Building Code, and to verify that the product is for the purpose Intended 20.176. Maximum Anchor Spacing shall be as indicated on shoats 8, 9, 10, 11, 14, 15, 17. 18, 19, 20 25 26 26, Product Evaluation sr :. __'* ' j.r l �'"_.�''o' STATE OF :ll at least equivalent to that required by the Coda. and of of Document (P.E.D.), - drawing No. 20-176. 1 yM1i2, ,,, R1R . X1_ This Product Evaluation Report shall be subject to review and revision In case of �r'nSS/ONA1 EaI``�N a Building Code change that may affect Its limitations and conditions S.. jNSTALLATJQ)•I, hFrlmm�lualk` Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED; sheets 3 thru 7, 10 thru 20, 23, 24 and 20 of 26, of Product Evaluation Document DaT1�TECO ADMON RECORDS L P. E. REPORT 20 1 GLOBAL PROTECTION PRODUCTS, LLC 1 20 GAGE 2.1 PRODUCT EVALUATION DOCUMENT (P_.EFDJ: (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as GALVANIZED STEEL STORMPANEL\DRwG#20-T761 REPORT#20-Onh.01 Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8. 14, 16, 25 and 26 of 26. of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.: signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Ttllit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part, �s I1ttilit" Evaluation Report. P��EFt A; 7!(��r.,k I,,k11UI A; r. /P W . t� SF ".9 �'PsPF[�P IS -.. I-._k g . NO 44167 i ., ; -•W-- : '`_iif.-44167 - ';,tI _ ' 3Et r'f :. * : * f' � 4 . - . Oe•., FLORIOP - 5TATE OF '. -ry,dc'•. FIORIU ,.��`� .•'c[�� :.' ev•,...........• \����� 1 6355 N. W. '36th Street, Suite 305, Miami, Florida 33166 - Phone: (3U5) 871-i53U - i�Eb(S/II;to'l .y eels'''-......- �l N �y/r,rrSILUNA,ILO"Al, I 11111 HIIINA rE��NFiJA1 NOTES: 6 T) a. LASE THAT Mill S101[, OR PRECAST CURCRRE I'µCLS c_.KC U QR WOOD BEARDS MI(FC11NL' :14 IHE N"_EM 2_-DAaL.. C.A'STIND WNl ANCHORS SHALL RE LONG ENCIrIH TO N1ACR I'll MAIN ; ROCIVRE DENUD SOCH PANELS . STORM PANEL SH IWN PN THISPRUDLJCL FVA1WTrON 'DoCUMFM ,F C D ) 'U$ REEM VLR/-:EEG NPR 7DgUIInNCt 'N 4-4-,p[AGE SIULL ER AS 4E NINNiED +N N 1) _0 IN B 2) ACCORDANCE win, IHE 20" (Ft- TENDON) or THC FLORIDA 8141o.Nl, CODE _' Tl; CILISIlh4 W00D •MN 5PLOFIC 'l,V,11T- ',. - 0.35 VJN.. - 1/A"♦ IAPC'CM A.NCECil A: YANUF'AC'TJI1l BY -W BLNIDEN :NC DESIGN WING LOADS RE PER SE ['ION '6TH or THE ABUSE ;DUES Ell ill B)hrl+ E RE L, Till'U R _ r11-10 PANELMMI rEMAAL , µET F'µELFATE PLUS Ah'_HLA', AS MAN1ji ACTURl R',' EI.C') CLNSTA' F'N:N IIROLIUCTS FOR A WINDUTRF SPEED A; CLU kr i(i UUF6ASLL HI- WHERE THESE AND WILT RF NSFµ,t - I A"•'AG. SCREW$ PER .U's. An-U (..N A'i, I- 16 µO SHIN: NUT EXCFFU IMF NAXIM')M (A;G) / CIoll NUT E Ck ( FOPOIS I. INNI C,I OUl Sll: kt)ND'UI OF'StDY PkF.SSL/la NADNCS IN(WCAT(D ON MC[Tt ) INRU 12. It 15. 16. 19 ! TU 1; I(l'• 9/8' W(10D NUSMRXi. AS, [MSHRI,U1frI R': NI H,INI Sl:RfW. BDCT • SWECLN Pv CO ORDER' ID YF`' FIE ABOVE .:':NCITION, -AiiMATE Ell WIND LOADS DETFRMINEO PER ASC! 7-I6 ;' AIIARFAIIA 114REVECI PENLTkATON INTO Al N TAT.' Al SIIµ1. L4 I 112' ME f' If1P EICO PANCCMAIk v'LUS ISHAy RE rlRSIREE'UCED •C A..D OFSKN WAIV LOADSBT MULIRYING THEM 61 06 N o(.DLR ITT AND PAN( -I LIN.F FEMALE ID •.GMF'µL rTL_SL W/ MAx DESIGN NN ,5 to •: P7 ESSUNf MTNX75 NC'KAIEU ON SHCF.'ts O(Nlr 1: ,tl , P A ,') MINBFIIM 1•+REALILD PENETRAIIC'N Of tAU SCREW. INTO 14i 400C FRAME IJFIP Silk, 3T, - : NU D•kl4'ED IN OROEN -0 1I THA AMIVA', LA`, THn FFA5 T D FS?WHET E NOT OMEN STRn>SVU A J5% Try pEA<,i IN 41rAAH;( P'EWIRLAT10M INTO •-,1110,,l FNAI, Bf CONSDE1xED AS PAPT OG Till RGO1'1AYPJ1 IHRENl Fitti IAT'ON STRLLES FEE, WIN', UTADS WAS NO'_ Ail) IN MFRF NIAl FASTENERS SPNINC' IT, AI HAS BEEN DETERMINED N AI.CORGANCE "Ill N - US )U'tl C3j 4MIMU4 F!,CE' NIatAN[E ,N L.G ',:Al Al W?PU `NPl! 8[ AS INF`C Iry IN N,; :IPAW:NG STORM PANEL'S Aoto/ACY FUR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN AC(prDArA:E wnH SFCOON 1E2a N 'HE AEUiW 4EWICNFJ I:LXIE AS PER HVWANF ENf.NEE(ill A TLSTNU HE REPCRTS 96-L.6R. 90 S1U in 9A IM AND I, 1) MINIMIN•f PENCIRATR,rf CF WOOD RISKING 11l DC 5/6 1;'.' I 20 SCREWS JSFD S11A,. ,. RE -' '.UrfC, MN•4UV FTNFSITEF"ON TIVTFI ,As I Rf "'in"S r2032 A /212E 4I PRO.rN'O,R TAS 201. TM-)07 AND TAS-203 f IULD S;, CC, l All I' MINIMUM •CIP Al .111 W7 SlIPICC AS RFU AS AVERK.N+ TEST � Cr wVTH ,LOR[,A REPOLI OV21V.01 G9, A. FER IM 201. 'AS 2D, AI 91 N r:AEF DFA' .'ill,/.SI SIIya, :Ik PRE'.. nNr.RRE Pµt.S. STvcc,G LP WOOD Ett, 11% FIE FOI IN.., I)R Till. EYISINX, AS 7U3 SINFOAfeDS . I 1. NA:NOt�u-'A�NAL- RE LONG EN"Xti It WAT 1 TUE WIN SMl),^'JRE OCHNL `-:U(H ;1AI l`-. t "h- A.UMIN 1M I'YIRU5ONS 'C' BE 60A1-IA AI' DT µ0 'EMRl lIJTI olilk-WISt Hil SEE S-cr, 2 AN,',Ht)k,1f.E SFWI RC .< MENTIONED 11 C 1, 1, )) A C 1, 1 4, IEU41NUM SIIFiT MFTN J'SD A" ,) .W'. SHALL. A T 110',_H14 AL101 1.1 --)FT! SI{ALL PL NSIN. E' rI1,L1WNVG A,, UI Ilk HF :(IIIIWNCA]Til AND 'PECYICAI1IN1 r,i Ili ANl, MANTITIlTTIl f ALL S7T LL ;HET' M[TN "Al 'AMl1 U'1T ',:T{'Y: 11.N4 IIIIIII SITEL ISf. 1-953 :.RAM SO MINIMUM I,-M A Il DUAIL (NILP RFill Y.Y NX1 flT INSTNJSL HCY6[lN1TNi1 lGIL:tA'ND 'HsiAL.A11 GA,.YMl17FO cTEF: CESIGNATILW lill I N• U'_LED: in `L 'MOWN Of SECnON 3 THRC',.G'. SHEETS • - IHRpUC. E) EtCEF'T 1-1 MEAOFRS (1! 11) SIYUL NOT tit ,ISER 5 ALL SCRLATS /W Of STIANLESS 511. !•J. Jk !'e AIN SLI'l UN LURNLIV. ON R(SW-Mil- C'(All CAABUI S:E'L A; T•ER R :, 5,Wt RE ME RESPONVOK'7•, OF THE I:ONIRM.-TUR ID Iff I.Y THE )OrcJDNESS nT TNr '..IRUf'n IP( Al SHURrF1 IF Tn ER N 1 IF . W R N , AN . Y I TN. I T W (' RT k 1 f l SUUO A:s f1USE fx , ,LC RF,1l SWI _CW W •.JET HWIONG )C' / t T A'1 . G INCUR! PR'IV R AN N 11 ! R P THA' I .N r 1 .•IA i fr 'R e AC ILL L C C UNA4t. J C _ .- .. 1 'F CI1F0 1D X fTE FJ".' 'JH 'IFIETD I (LANE sf'< TUN ]• ) , A N' ITT 0;-, L Hil TO Ell ACIM A-Fi] 1ALJAN171n .- ll OR 1 1(14 ,LR41. '.1NNIESS SIFFI_ WITH J6 Il NINIMUM -'FIE. SIRE N.IH 1. CACTI REGULAR STORM PANE. Ai.END H DVEN B' 6 TMILDUCH li {' A;: PER SE,_TGNS 1 5. 4 A Ill ARE µIEFFIATA,(S tlW ' ANC,IOkI 1, WALL SItN1 RE .5 I'O:,0,l 'A A TAN OR '-,H(iTS , 6 A RESRECrIVELf.. SFVA, HAUL ALIILT v 'EGIFIl AND RLAl.':r4A MARKIN', ThVi :INU OWl DR M TRATO, SECURE I-LILS WILT, APPIIr'ARLF RE;NFDRGfUAENI OVAL FEEI (11 •IUNNICANt, WARNING R ', 1 Lxl:l U. II fr, �N'1 IA 'N SIN V1rW '.. I I-, fl I^ iF I '9 fi(. 'O. YR,,PAs f ., 4. ITV .,) 7R/. S t4 SFi4,/"JIULK Y, 1. al UI E,t (M DI4EM ., [H'F` MI+CH RCMNA NV r[.iNTIM 1,;['c {vNfMi MTh I". Y I A "11 N' r' f iMCON µ.HOR` 4$ MAHU L 1 D W 4l!IL[,F r. INI. MnI Ic-119 I I 1ND t. AR 1 r F I D 1 Z P a ) ',K 9U LL C NCN WM7!/RAIN N RI. v(lN. I/A' • , ,/B t I AFt,I(NS, A5 MNRIAACIURFr 0l DLWALT 'NC (MIN fc-JUOU PA.; - t,'.'♦ . 1!.' $CLIC 5CT ANIa ,'Al 9 DISTRI&)TEO fi ALL ")IN' Vf Rk W, OULI N SF'E'_IAl11 I",, t iIURM PANEL . 'NIIALIATIUN ',HALL GGYPIY WTI{ ';FCLS NCKAIM P, 'HIS DRAWING PLUS .1'1 all .NU :?N NL. RO.ULL"..S (."I t.••.300T) li 'RUNUE.II R, NE J(IRELNCTION WREPL PERM,, '_. Al FO - r1A-lo PANLiMATE IESAY. :D A PANEIMAIE F,IJ[ ANCPORS. AS NINN,NACIURCO P' UW Im"IN 1, .1,N VND['I •„ r< 1, i. 1M5 PPnC-_1 EYA-LATION JOCU4ENT (PEG+ PRfnN<EO tn' I'll EEX.nN[ER 15 GOOTAT'. ANn -1% 111" FWDWL:E I.!' IPTNAI1111. IMIN 'F-53So PA.I FOR A SITE SPECii PRCUCCT, IS Al DIE ',0L WAI)llIONc LxV rf fR04 114E I E:' _ I,:.'n FF TAP_I;R'F AN!.,Tl AS MAN-FN:II.AEEC• FT, :NV Ilik-' ICRI'101RA.TION ('. %3a : s,) I I ONI lDR TO R" n P 1 I. 1 _. 1CAC Fq .aHVrrSIB1l rip HF Sl F O UM.rIASE µU IN Al._ "ON YC LX,1 G %E SN ETY OF iHIS PNCiwCt A Ij MINIMUM fM[1EL14EH1 CIF LAF[ON AM. u•R5 .YR, POJRQ, CONCRETE )MALL RL ;/.'. TOR PAYEL Wi[ fFMNF BARD ON MIS PE.[ FIE"CEU HE N 50 DOES JI UEVIAIF IRV. 14E LLIUIl :IEIATItl' LAN 'H.:. [,C,7,VENI 'ic µl] VANFMN IF PLUS -[I I I/.' frii, CF Itil (;NIP Iiw.ow: L:ONS'RUCTIGN SN3-TY AT SIZE I:, Iflt .LRr7RAC'Ai RL"F'rNVelI1T- CJII N W SJ : -s N.CTIOHS. H1 RE N DIAD ] 6' N r r POURED I.Fl R'- NI NI 1I 1 F n ' • 7 _tl C E fR / L E c L (` EAWtUMF C « Pr F A T ✓X' ' N+ t -OMS P C r I UC h .LM fN .. Uw Will 9[ .It .RS' hVALO 1 4Jc rtEy >"_t.;U A I. HE NL:TT EG T/. • O 51YtEW L�SELI JW L BC • /[' JN( 4NINVM A.OVI.P VTU([:U Y " Ain MW.IIM ET)N Fil W,N N: 5..'-I:U ANII -1 Rt ' EAU(L ,.NETTS ON 1. 1-C 1M1 $CI ,il LEAD Ili SITE 5"E II.If, PRUJE01 SHIN- a PN[PA4 , Ell A ii.ORDA RIW's ILPCD ENCTIFFER .)P µCIIP,:C' WW':•, WILL P11_rM IH( WT WITH All NI,T$ '. NCINEER 0- FILCCNU (LUN) TUFT IHE 'HOJEC' AND W1K WILL BE e:JDTF ESPONFOR ME PWT'ck USE Ol IHE PEI, FNG,NEER Or Rft D A n.c A A PF[EGATE ENGINEER TO TIC !' N :ASE T„A •'RECAST ONE ARIC4l CO.CAl F-FLS P.VERc SIVC OR Al K'ANDS Rl, ,filNO - 14, ' ED ENGNELN, .HALL $LDINI T„ IN, LAIIF. HC 'Ir E, r•H.WTNTS n FNFW Elil NF WALL D'x FIOOR -r.1 RS SH41 Of 10FIG iNFYIGH TO RfAl,'H ME MAIN STRUCTUR( RcN o SY_H I'Ahl NX,HO(IAIA S W.L HE A- MOCION171` IN A I1 AND IN A 21 ill THIS I! C SHALL . BEAR Tic DATE AND OREGN4 +EN A'41I, SIGNIV Ilk Of IHE 'FH)FE-_fl,, A: TNGNEER CIF REcotto THA` "REPAR(_D if IN) IQ I o-CD Will ASrM .-3U N ' 5.uTrER MANU'ALF:AIRS IABII SH.LHE ICICAIIU r I. Vl. oI A REA)l IOIXII`N AT SIDRM - 1/.• IFAPG,)N ANC ORS AS _iL, CTUw, NI I t III iO'. N: PN{C. SIIVTIIP IN ACLUR[MNct' WITH ECT10N EDDY-• TIE final MAIN-- COIC LINE AFEL I/1' A ] CATO IN µ[MCP 4 µ VtFIC,IIRCC,'PI c- 61 LICA4 INCNC (ISoc ,I cHµi RE FLN_Cl. FUR EVENT UPLNNC� Nf1INC TO Doll ll ,C:11CH IILl ,If Mr U 1:.". Y t t, F R' A tl I v Ill - R' ". "' J . S..l. I µ, N `IR EIU Er R NI 1N f, tW iYJ A S ,Y Co >< L URILIA HUI.oWS r;OL1C I•AN 6•X, P..'.) rNla DRAWING 51MLL p1lY BE IEDED f0 till, „ANE.MAIE r."i l ANTI CANE MAT] ,•L IS N,( Gh,, AS MAFu,IA(1 ED OT LL� n f1)H<TRUr'1•CN [[RAAN PERMITS IN ME SIATE OF FLCr111LL4 "I' lUllr, 15 (MIN 1'1o71 PA. 7 t,,(11111FI11F1111u_ _ - ';.- • Cl 'Ai -GRIP ANCHLRS AS FLAN,RAI'TURIn BY TRII-FA,l •,CRPDFUPl. A. T/(„i I'! — �1,"`�-\t P' l % FLORIDA BUILDING CODE (High WbNI Hurr)rnns Zona D I, M,NINUM EMREDMEN- IN 1APL`JN ANC.11 S. EJ(CI ^NIHMAIES AND of TAP-r - L• ANT, IY',k INTL' ,Ill I-144,• `,C W il. 141, 'EN BE I ,/A" � ".; � ex .Nnco. We "' STEEL STORM PANEL _ 20 DACE GALVANIZED ,CRAM, IT, No.4 167 : = 'rA•. B 1` '_'Al- N A SIA O-GET µrHOP,. $v1A, L1L L4BLUOED '/tl' N'J ,«E '�VNt PEIf R'•[X'R TIN:" NU C +1CIt• .. -. --.- ��-------' '------- L.T 1... j a /1.1. .10 >11K'c ,.A HE PFRMmn /•' • 2U SrakW's 1sn s'•xt BE „- LoN1- "HIM-Y _H U. au, `. -,�__. -- - GLOBAL PROTECTION PRODUCTS. LLC.` r ILK lx `•. AN'.) MNW'JM rVN W415 WT',! H(. ST IF'^ JiAi IL ECO IMC a, A. , ITF4n F------ z�'",, OF - F aDAW[ -. O F ilulr�l�Tn�s MIFio i �i►I,a co4ru.. ,L 1JP. ' .rF; /OR DP ' 4A'/�u''j-' 6 '„' 4' wL��Iva.,x11. 1su. r,F LN>.;aR�_iq •,.. I.H. .•I .- 1u''•I.I S F.TN .w _ o. AAA•''•ys/ONA u'_°fl":n:,.PF-. ET1'fsuvs'o+,rJR-✓wa...._- wA'n A :1' -_ - .ao,,,u \ _-- u, 1-.-.__._ .. ...-_- --re 1 L I ECO IINc- TILLIT TESTING & ENGINEERING COMPANY - WACPERA. 111I3T, TR, P.E. eIII' Tclxl(�aPl.Cout PRQ��3QT EVALUATION REPORT P PF I,kN W N..4(F1 E L•_.A.LkM 1. 1.AI01I'1 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QIoWkirQtect m-Products. LLC 4800 S.W. 51 Street Davie Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tilllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, 51G20-3, Method I of the Florlda Department of BList noss and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation R h sports all 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. PRQQUCJ EVALLIATIQN-DOCUMENT (P.E D): Drawing No. 20-175, titled w24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tiltecro, Inc.; signed and sealed by Welter A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an inteR`kryNp f ,g ,lhlls Evaluation Report. ;"` � , ...:.I, 1 ,,,, --s : �-- -f7Fr *1167 = -,-.�*�L * :*r --, STATE OF . fr 's vlc'•..F(ORIll .•'�§� 4, 6355 N.W. 36th Street, Suite 305, Miarni, Florida 33166 - Phoue: (305) 871-1 'A /n6Abb.,,C`t1911r-1531 r- v COMPONENTS FOR REGULAR LIFE SAFETY STORM PANELS (SCALE 1/2-t-) - 15 Too- (TOTAL WIDTH) - _ 15 ,as' (TOTAL WIDTH) -. - 12 500' (EFFEC7WE WIOM) - V 6 1/4• - 6.150' _ - 1 ! _ =�1 50• t.3 • I ,. F , , - 1 39O - . 0.036' MN. THICK - I.J50' - .'\ - A,..�' .. \ti E /K a.f._.w,, ,.yS()() r -�'-""YET ' IF - - -- - ;�: -�-"`I. -,M }4� cKAS ZA-I l /r ~ So M, tl I / -1 U.OIn YIN. MILK S, , '`,w269I / CALVMN2ED STEEL HEMMED / EDOE _ > i /�x,+I IJ�' •;`'!A5)' ' HEMMED G-60 GAi/I EDGE ' , 21wU' 21 -, Z 1 rYP % ASTY A-053 * RADL' SO MIWMIM . 7. 000' OCTAI. A.� 7�0'..(, I T'P ., nEt l�-Ett7 `� ( ' ORAL A EDGED 0-80 cF 11 _DETAIL A Ile b" '\ 1 150 _J - I sAll ,�1A0. A \ A6 a' - 6.25P- - T.J90 (1) STORM PANEL © END STORM PANEL ;_ 2.18P - )a ' 750 �// _ _. _i 2 1a7' f'Aldf) END lA' W/ HE MN/(p EDGr ' 7SU' I I OCR 100' R. 0. 12'' 1 -M 1 - .. 150' - 1/.'♦2D, 1/IY-iU, 125' 30. $DM. J0A STIRS _ 12'� /50'-- I' R. O. .J7p'-. - - w11M- 'I'-- -- ____; I 100 I , � , : t SS SU(1 RNITFn ss. Slip D t0 µCIE • TO ANGLE • I ... G. - +/2' OC V ,n-oc -: ` - 0 I'I Tv Ctl' 1.f1',' �l tY)3" lag t" - - i- y' 11 09,1' -I (• a00q• 11 7 112 9- 1500•' _ .. "I 1 ' ��_-_. 15pD' SEE 9:19' 9 B- SEE 0750- �'-� ' HEMMED I 1 _ 2 7 I ''y I S' - I ,I R O I'375' 1 , Nl I 0f1 OC1M t { � 112 ' 1 115 I i .�, I P_ �s10 rU :.I -i - .`.' Me. - I - I S00' _ '---1.500'--- (3i./ 11FLE2 R. _1p( l0 _ ISOMETRIC YIEW DETAIL A (J/;' ,_ 2�.- _ ROITNOCD CORNER O END? OF PANFI''. lul R� '- - aa)D- - END UP W/ HEMMED EDGE ``J ,�-HEADS - IA��ET�p `'V r�.I_Lal•E1DE ANGLr � ANGLE � WITH STUD # ANGLE WITH (N.T S) REVERSE STUD I _. 1 wRIEs RE On r I t/tA ■ 2". r ^ 3.4- J7.' ,w TOR TOG[ 3 096' I tlb- - .314• Des' 11 O - 750• . J9 0' �+�i�, t 3' S P OB 629' 1 T P O ANtl I , I ) 7t' , _ - ♦ - T , L F 1 S S STUB An","I 10 1 ANLL • t , r' nG / a/ e'. HOLE Fw . 390' I I e A t. .062' , 063'' J J - 09J' I 71' e �-4 ��.: 0' A. .. F-1 750' r5'Ta., LOCATION MWAr, - _ I ' 1 1 - R 1 1 DaU' 7 DOD- T Np57'8 KEY HOLE WASHER 625.- 7 coo* - - -,Be.* rYP ) - - 063, - --- °F' TRACK ANGLE 61 3/8" aF- TRH (?) FLAT PLATED o,036• (M„I ) _ - DO-* CJ,LYµIlFG 51EEL '- _ 6 JII'• TI WITH STUD /� , I E aAl1,ItN�•11111MI,y a P [AL /l'"VE, �'yL?':''vGENgF'''A'�s� i 375'♦ ! -.+'n ors'• II.V 1, � - �'Da3' , r - '. I 62', * : * rLORIDA BUILDING CODE NI h Velocit Hurrlcone Zone) I 750' Nil U.2, --_ Tii7s• f'IUµ D WING NI, 1DOE 01 TAANEL S STATE OF 2,$,-. • `+F �s N,wR "'IELn. PC rP 20 CACF GALVANIZED STEEL STORM PANEL „�,,, e„ I D 0`11L_1 KEY HOLE OF'•. LO G1uP.•'�AA` AT PANEL a NN 101tr� j1 -� ` I.IIIIN�1 - ---....----- --- IL E C O IMe \ iGLOSAL PROTECTIONI PPRROIDUCTS. LLC. o1/a/ewe (� 2 X7°Xl f 4r NiFI1NATN[Lr. 125E LNA'e NLfI W/f R l :,vy.�.} fi � ! EOMRMil , t i Ie, 0w1, n µ11. 20-176 A•.hr (.'N)MI-Tags. IM' ""-MI 11LIJMINUM AND UI'11,DIInNC eAYe'R W/ AOpnfNf4 .7/•'.,J/!2-WAv,,re,STAI Y'--'---- �l•)a-ot0on6io'°Fn.o,"' s aI1rW,6 AN aTFSI LMr Yf.[l P.IIEn ,Trt) 1Y.LM A i,IR Jr, PL i"Tell . RDDU rr7V L LAnQNAEBQKTNO 20.07270 2 2.2,_7UT NIMIRM Large missile Impact load tests were performed under SSTD 12.99 standard as per section 1609,1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida Re # 14 1 port 08 .0 -01 dated 03111/02 witnessed by William R. Mahner, P.E., Boriz Moroz, PIE. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2000. signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, slgned and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Teat as per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-8. 2.3.L.STRUCTURAL MiNEERING - ALCLLATIOhM On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, Inc., dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter A Tilllt, Jr., P.E. 3, MIRSILE iMEACT RESISTANCE: Large missile Impact under section 16091.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAB 201. 4; WIND LMDS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shell be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thrl 10 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 11 ,ts' �E!'A'!7!IZ - y : `�CENSF r�1. 9 5I ho. T`4467 : - S a •, STATE OF 11 i O,r'•I F[DRIOP r',a{r as I_J:TEI)}araYe*lzgolrLTi 1.I1NUALL.AILO_N:. Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 6. MATERIAL CHARACIEWTLr,$AN-0 SPECIF[CATIQNS; Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (RE.D.), drawing No, 20.175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Z_LIMiT"ONSLANO .CONDMO.NS S[?f MU: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tllteco. Inc. and signed and sealed by Walter A. Tilllt, Jr., P.E. 7.2. Product shall not be Installed within HiGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tlflltl Jr., P.E. (Florida License No. 44167), President of Tllteco. Inc. (Florida CA-0006719). �3��� �CEll `� Z .- - 4 - Orr.14'' b7 _7,, .-"�fk , WATILL - -- q ,Q •. SgT7A�T�Ep p�Fp O•l TILTECO ADMOE! RECORDS 1 P E. REPORT.20 t GLLITBAL PQO RN PiIOOUCTS:LLOi GALVANIZED STEEL STORM PANEL \DRWG#20-1751 REPORT# 20.07271Q(t ,e,•,.. OntO a �yl•,,ss(01.NA1 E G, G 0 •A,_ 0. ,;,, 'P,y a�`l 0G 0CP0- Wl AA;� �� 49 C 'rib 'Ids --- 110 ------ ------ ---------------------------------- _.r , .� . 1/4, 2/4. 3/4. 4/4. 5/5. 7/5, lA, �1W/10, 2W/10, 3W/10, 4W/10, 6 5 / SW/1o, 6W/11 Ar 7W/11 11 S MAN_ AIa;N011S. FOR CONCRETE SEE SCHEDULE ON $HILTS tl IS _ _3• rA•N '-f' M,N - ON WOOD SEE SECTIONS 04 SAKETS 10 • 11 t' A. .-- -_ — _.__-.__ " -.. -.-- __. ..- __." o 0 o a D.M.."It" 4O+ .... T- • I :, _ I . ... - -1' =, t I I COL®'®-(4•C�Y-_---T .- _I _.; -. ---- - -' --I I 11 . i _ : I EO I . .. 9 I I ! I . , , I , - �__I �. d 1- • I �yAd I ' IV I I I OV•JN 1 � IUNDOLIEG PANLL5 I I I BOLIEU PANELS W/ 1/4. 20A1' I _ IS 5, M S ROLL W/ 7/e• 3/32- f, 0 L SLCTIONE' A5 1 'APPi M,ARI I I I WINGEI TS O IA OVF RLAP C I (SCSI. SLC110NS AS AMLICABLEI U II . . I I . ' i I I - - I IO W l I , , II I � I I I i I I i + I I D.M.. �.. ,._ 4 - I ®'C - _'I a C4+n 04® ODI - r IWM.Nv 1/4, 2/1, 3/4, 4/4, 5/5, 7/5, - 3• Af,'VIN - 1 W 10 W f0 4W 10 W 10 2 3 SW/10, 6w/11 k 7W/11 6/5 _ F ON SHETIS a A L ANCHORS FOR CONCRETE SEE ONS N E 1 A I - OR WOOD SEE SECTIONS ON ;MEETS 0 ATION ff& LAR STORM PANELS 1 & J& ELEVATION H 7 S T 67- I/., .... f:FIF ;: I-CNEi6N .+ VAXAf .,I_ _ IT "�. 7, V.. .. _.. .____ -.._ -.._ ..__.-._. _.... , ........ .. .. -... _.. ._. .. ..... - __. -... ___- 11 11 N I uAx GAFF, T +`"CRP A• li .... l�•ta . ` f1 Ai O r r,. I. EN '•-119"k-S FLORIDA BUILDING CODE (High VelocityNUT icon. Zone) i A.. IUuo .r 20 GAGE GALVANIZED STEEL STORM PANEL �,,F^, r. No 44167 '• SECTION A - As * - - `* -_-___-_-_ --- N T 5 = ATE CF *a. - �--- + - GLOBAL PROTECTION PRODUCTS. LLC. n.n �QQ W Iit r O IMC un 1--___— r um a W 6, TMM i'Y •. / ' �, .. DR1T1►',- - FLUI rcrs.a a [Mo� Cole— on 2 WT. 20-176 �O"e. "' _V-1,-'i,, ,.... Ls.�Ar. ,tw ,- IJMi•+1-�O r+oNA MtHleer-ra..- (ae.;kea-err ...-Ot-ot SS ••••. �_- �� w - PrAW.t A __ A_ I ant ,L/srv++IlArc ro.n WALTP • TA,1I A, III 'T '" "'11111 ,41 1. fMtl J a L ..—_�._____.._.__--..-____.__-.--_-_-.-.- _�_ •1--A CD a) = Cn —Cu a) V 2 Qr � I0 c ca-0� .& U N 1� N C N -0 CB U-0 O A= _ Cn Ill C: 0 O Q 0 I) O CIO 0 CU > (n .Cn a) L I- = Ca -0 ._ -C&U-0 C/) 0- e< INSTALLATION DETAILS FOR REGULARPANEIS(( j% A END CLOSM DETAILS FOR INSALARON IN POURED COMM INSTALLATION DETAILS FOR REGULAR PANELS( &'tiI INTO EXISTING POURED CONCRETE OR CONCRETE BLOCJ� STRUCTURES E 6LOCK OR � lNSS/9LAIQN DETAILS FOR REGULAR PANELS(�J? & 16 INTO Ix STING POURED CONCRETE OR CONCRETE BLO CTURES (Al P• PAWIWn R'WI 0 /'•-""''" Y91JD EM REGULAR, UEE SAFETY �E'Z HANG STORM PAS Srii1� INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES pµELMATE PLUS OR n TAT' it COMMETE MP'NORS [pL / �y.r� coarn[TC ' . (TEE xAF THIN Ow wlcnlaA 1/C' OC 1• I I ANCHORS lo. (:G SEE sit SCHEDULE E sNEii D C0RCWEn .NG,OWS r (stil a , Q,� •I ;SEE x1EWAE ON sNEn e . e) SHEETS; a tULE •1 v _ - .- _ ORKUREDco"l CONCRETE on CO RETE B1[ OR Cl- )%'E BLOC' _ FOR WOpo sL-F 5[C1tC1Ni ON SHEET 12 CYMAYICK /IrG10A5 (S Ex1s a I.Wnl1il P `\ - - EJ,-,,-', CtMC1TRt ANGXWs ` + _ t , _ _ -r � I tr}�' (� OR CONCrtRC BLOCK OR CONCRETE BLOC^ RE CIRED ell]Cr ]' Ib. 2.ar' r. a IY J- i }, (HE SCa I ONLYIS7NG POURED 1T -, ! 1 i --- .or1m �v � ` I conCWnt ANCH'saf CONCRETE ANcHoWS _ "CRAG MN OAF •1 WHOLi VR1,') RVD. 1A/l2 tppO { �' RCONRIA 4fOU:R[U eE(AJYtCO ( 1' WET SHE , a'NAE ON 'n SHIF xa `HW 0M - I I I C4NI I - -- ' 1V1__ l' - fY w:Ntmr oAA fMExli • IHwUUM• e) r-, FXSTNYG INAMFD 9rns 1 1IMIOLON e) - .ti \ , • • /' COCM! 1 1 Ir 1 /i Ypl,. Wa' s •°� ({[E XNxpA[ pf (SEE 5[FRTJUIE ON AE) �FIt CONCRFIT AEOUNIED, lOv.- t- I 1 . - ]/.' cA ♦qn ' EI I1r.-.- ' - 7 1 �/o1�J.W�rD ,. I 1 INEET 1) ,r1Fn 1) SKn Y) (D (��+1'1 _J1' {_1- C12NGRCIL REQUIRED . I �_ M.I , ' Mm.- /aI•'h��/arl/T Nwc CrISTWG POUNCD I D '-.4) I i PET ri+n �l �' O ..-.._� _"i r e -1 I I W • (. ( r JI 1 /a 111rrrs r=--�11 �' 1Yi .r OCS• RxdAeto. 1 C.r II rH, �4. ;i i_ (1.e.�l Ia J ;A - -I/. L EGI bi li, 'm,,,.• _L --L _ I I , I. 1�3.l, --- - , I ---'-- I , i I . . : I .,,. 1 1 t �, 1 O6aMO AdMO ED11 ' 1 �1 G EJ, .- !-' -1 i0I -I vMli I I YRM +OMTNI II_ �••1 M I 1 D. 13 t ELSn4c POIIfRn E �� t- %�r�[tT,i �y _ 7 ... I ECr-,' EXISTING POURED i i �, ,: R%r r- " II1 I I I j Of •� M�-`i I ' (. CONCRfR RCfxIMrD 1 1 c.IL '.1 Y 4 a inn 'F.r rrN fi t �D 1 [ D .. - IyAa , 'h Q I RR r, r ..7 �"• I `+ 11'.I t F ,1'W.�1 1/E / 1 CONCRFT[ OR 1 ( w-- 1 - -- LC:I 1 + E WNa M11 ) I Wp••:rJ.h 1 1 } t, CONCNRF ER.001t 1 I t%ar-nS:w L r 1. �, �' , �' `( F�, 1 I 1[ 1 ,' I�hlt•I E- t. l I ( (1I, 1 % •I I r[ so'mAt i A fvu. 611,0 R t1 Z EIGD a 4 6 I f A RtOU WET). I J I _.. `�. .. J _ I { I / -�+• - I l W 1 -) M ARP p r Ur RC , T 'Ir Of. 11 I 1 I 1 1 ti ,E�� Y I I /�� I ut "':I([ T` TOA io rrAl�mN . 1 ( i i i { J I E`Ac , r".c. I I ton. ErER: I ��.% W W , 1 I A �p ANl ®Q1R^' .1>YrwA• w A- r1wA I I 1 rw wR.A•1r.W m I mnNuw m I 111' A LE tlr,r,: b rAMa ua , 9 • 1/1r- 1 Y 1 I 1 { I I .a ,e.[nulr _ (. f. I ! Al avAIW,WH ) g 1 -1Af ca1nAP a • 1 v •- ,e a' ' I I I t I I w isv i - . EATTEFTMA IF n' - ) i E s'cur J11ail'•Is I 1 l l I + 11�7 ' I :. I. .,.; I A+A I A a�NA _) I f•, �ron w 'IMN41la I �._ (f �, . , � M Y.Wf m hMW Oat N.M. LMt r .� A . 1 f •� t i [ I 1 - --a '. ,a.•• M,, L'i I I CASE B (PLAN) F" MI .HRo I 1 � rraa.e h Irxruu ck O pp tc aAV I [ 1 F I,• +� I I t I✓ m.a E 1 � IkAu -1 ro a.w. I I a�si _! I � - L i� I 1%i- i I-^Y U t,=.y'-_It � i 1 W 1,w7'. I tY t •�', � I LI I I I I . V � " r SfYf 3/tE-1' I p.MTI n - h 1 can U rHm ♦1 ( , 1 I 1 I 1 ( I ' FAWIM: -, c; I FA 1 a , i la" Y 1 , ) I qq 1 50% 1 1 I A iI I 1 f , it : 1a1m t Mc-n. A, I F I wr. I 1X , a- "' a ; ' i Or .L. 'r. (/�] I I I F I ssa KM[UAl I A " mwrr WRM tTM ^• ^� %,• II/.'A-2P.1' A ,,/.w -m.I' E A Il/.1 p1' I I I ,,,V, DD1i iA.i�. I I 1 {� 1 1 1 )j I I 1+ ,2 ` V, Pr'S Il I / J I 1 na v,- ,Erw4Arvai `�� \ t: �auFMrim ^rN[ n I ! I- ) ' 1 i F I 1 j 1 I t__ 11 ti•I:, • I I 4 {I - TuoeW uorh � 11 1S M.v» w/ t Isv RG Is W/ 1, • ,Sx W» I I I O r 1 J I / I I I / - SANE 1 � .1 I � 1 1 1 1 Jr' � n "1 1/•Y . 1/Fir � � 1 J/r]' �' u I I 'fR 1 E I 16 i 1 t E act trm . 1 I C LaAit tIrWW'm T r Jt I / InLAI I F I - I L I S T { Iy RP IAn. f([/ATIPF' I ( I I { _ _ ( 1M10.� • r.CN 1 ,1Te,A,i • °'��1.FP111' oAVILr+ 1 1 1 L i x,er t/l]' I Q 1 ro CLAt/ I �- ' 1 YI I 1 I , E .-, 1•,rMSM .n ,an.o' .. 1 ` I 9 I 1 I w I ( 1 4 i w , . 1 1 i 1 1 t(f Y,r. W_N � 1 I , ` IU) 1 T..,..J/x ` . N ,� r LINER' ,STLA . -�� ! 1 1 1,IYwLu• 1 I 1 i i W "AWAA AA / f L , r. � yl � I I 1 1 iii r•..•. an .. .J _.. _ __ I I I ° 1 1 I I•W�., mi • i' i F ,x :lr a.c `. 'ABr.., I j 1H.n wur a I-xILFIi 1 _ _ _ _ _ __ riRsTINO HIURED t G 1 1 Z , I I'r tn' O.F. EO , F• rr , re -•ISM wn AA'' I nw I S m f i ( I I + .- 1. L J_. ._...1 ' )w/ir T•lI i 7 ' frr I 1 '-> E105TRFG Poll E 0 _ I 1 I 1 I 1 r _. _ _ . -... _ _ COM;RRCW I comvVpLNLD I , t\ I t +3 •A'0c f , 1 •'117J"P[J I (, 1 _ 1•:I� i r I I •'y •_-• • __ - ,E - - - CONrIIC'TE ERDKY. 1 , IEYE,f STO • 1 1 F C11NLWn[ OR L-_-_.�._ 1 CO NE OBp(1CS ....y- \ _. .- _ • I I r , i ,W:/Lur Rro lo�ewPL FPPNLM1 I a,r: `I •eel F�J/j' c'Ais'• -I i71 J• Mel D.Y..--••^�� so EIW [W wR 0 R('OUINEU 1 I , CONf.R[1C &(X)5 �•._�_.�j,,�_�-_-..-. .._... _. _ O I _ ---- rrw mnwt ' I SOx. 1 I.,NI Or -t- 7 ®a"® twol - I II: I.7' c: , ..m-J =,,,S�1M��?� Rt OURCn 1`�' I •ti� I -I'__-:, I { $0'2 I�(-__ we I • R(pU,NCP , E.-• 1 �2 -!-'- _ +/] CCIICRCTt OR CD E I I 4k •i I ttll� .. nr 't j 4A11 I Or 1- ''FF' CASE C (PLAN) / IA,17 !�, ( ANCI,ORS. FUA CCwCRFiF SIE SCH[LWIt( ON SHEET e ♦SP '�I , [XSTIHG I•pLy1F0, u .- y,A i- - 1' 41r -, IwCONC1Tx a, Cl OUNTILD I I FIX STING PORED t D I SCALE J/+a-T' ,{:AST D (Pl/LN) /`' A t. FOR w000 SEE SECTIONS N( SNEC? 17 . _ = CoNCll -s/•"- d — n'.-m a: -. �1 I ( CONCRETE OR ,. -1 ' sfxL J/1e.,• 1%. All" ? '. REQUIRED fM ("Fo pn) - !�^/'' /rw[ u r1[ V. S raL-In4 1{ ^ I / FUN[wRE BLOCK-ii_--_ f G NCR •NIT ---f D (0- wa A U UR •; - I ru'.. ` `-E �Ei [o C• (nncWF,t NNc.wa ~; 1 '� •T• /u __ .' I , , - , o%` Al i a oi1p wrMrWnL, Is: c .R" `r1.a / ,a nvtY t. u ' `+ t Io i REGULAR STORM P E15 7-.,al CONCWCH AH.1 ITT` Clan f8 ANCI10P'S CO,CRFa INIFLA R$ 4 1^ 4, IRUs Al GR D[Rr ,AM UAA T RCOCPlW'T[ ANCIIONs `I l a ---, 3/,MA.- 1 ~ rH• rr Ae, nNw MWAG' r_=., Y We elrWn rw I t 11•• I1{In o°c 2 , , E ; i moo• -70 E- I a ar STAPftw(U M/ TNO - 7 C." (SEE sCFlop[ ow / 4 oFw;A PaeM _..n r11 -.__.J , 1 , • \� C-,, a O (six xFIEDULi W (SE[ i(J+FWti ON tits eE11'OL I.. /^ _ .T iw+al.e 1 _ _ t��A O Pt _ rn SHEETS i III OLrGN sl 411Fr5 6 TNRLXAiI o) YfE[•s s INMA^i. .) SHrtn a TH4oIFu' of Rwtl o Nfo ANiLWR I I•A• .• £�-:' I 1 1! - NL— y l� ., 1 MOUNTING TellSC5 All 93 ON sillom a 1--ollOH RI earl I-'Wi.--- --- 1 J v ,1/4 ' I.•4•.-2o.3/.' ss. Boll I ' (MN aiel"Fi "HOLE VAL.E'/I (4 A o- I E� LA ` __ 4/VI. GAP BUILD TING NG )'iLi�Yi�l�. SECT (YgWI LEII T'R-� / ( TI/ 7/B'A.1 32' *INC NLT .. _ r1 sr.AI.E 3/9+,' SCAIF !/6-T' SIiNE J/B-I' SHALL 3/6-t' / ___M'01YN0 W. a • - -_._ SCALE J/6= 1swilil"' SGV.F J 6.1" 4r. Nnr, ,MRIAP rTRM:.-_ • f .t O 12 1/2. O.0 co"Clil NNCHO!, f I �" w .. Wier . w:u (5R 3NEEEISCHEME off Ic C.O. AlEDGE DISTANCE m�ir)(IsT61G 1 G 1 w�•NL 1.w1' w ar'rn,"' 0� 9R ANC'.rwRiORS S cii,f'G l9Er x/n)Lni 1'QLINp carx:RLn aR a) I;.• Mil E✓a SECTION A-A/-(TvD.) ut sarE ` {SEE S(wEOULE ON (-% ppu SCALE 3/J2'-I' 7 •NEW' 1' WIDE . vARIE$ . 1/B' E.D. EDGE DISTANCE I L/ sTuo (six sc,letAE oN elan 9) ''I�. 1/� Ir•PA NUy TUBE 0R I• . } CASE F (PLAN) RWe[D CnNCllrlt a CDNCRCR RIOC. aoaARE(I Iv-o,nRt 1 {" (SI�C'_1 11e kEs),N "Go BAND I i ('�'., �- URM &OCr 'GlowOWEINIF aR .1.1.1 F Cn nOCr /.•w0 `i JEXISTING S7LICC0/ P T WLNN1 FIAT[ SPACER ! SHr."s a k B SfKE 3/16-, ■`\Vl I 1 ,y W N[R +- WIDE n YAA1Es . t/9' 1 '- MOIL.F.D41ifiMEIIlAT1D1�.DE_-SEC!.IQ�+S MBE/•T TIWFf` M + •NA14 TUB( OR ,' . VAR E-, 1 BEELI YY .1JLlY ��L I I NDIL%sLR_WWhiA110N_.Df_5E."114N3 t 0T Woo n SPACER TOP • BOTTOM MOUNTINGS CAN RE CASE E (PUN) INUALLATION E, W in I I C INSTALLATION I IN ANY WAY TO $U11 ANY 11�(IOi1N, +jj^ 1 � I II,YOW RID 1 :x In oc r NIu1HINl TOP I BOTTOM MOUNTINGS CAN BE o , , X. (SEE seL '11.cHORS I SCALE !/B M I �NI 1141f COMBINED IN ANY WAY if SUIT 4h'Y W (,--fl-- t$x[ 1_a F, L OH �, -_, , INSTALLATION SCNL !/le-t' SCALE 1/a-,• 1CALl. J 1 I I I a�'li tER A. r/( AA+P INSTN IAl113N - --- SN fR a nitlrwp' 91 i :-Afar EP 11N� "M A. TI y'FL : __ __ L_-- -- 4'il� •,......•.,!/l s I +, O Lc,; fc c�. EPA i.. sl fF `FP ((/11 2 cR R ) uCFNS ✓9s =� __•_� usNc Pa'aEo J - y1� '' ✓ 4 - DENS; • 9 i FLORIDA BUILDING CODE High Velocil MurNaon. Zone)[Q 1 - ? A:P ': ,Ai' trAttR ,cWI. n ,. 7 FLORIDA BUILDING CODE NI h V•loci Hurrloom Zona }'�;'' V E%hONC TKAWI(D :•• - FLORIDA BUILDING COO[ (High VelocityNMMeone Zone).. Lz+Nnitt rAEr'oRs -_- _ CONCRETE op. fR.cl. ,� , ,M - , P - 1/A - : Mir a Nivlxr 1 2• M,n COW BLOCX ^I• N" N.nfa .r rk 2 . crttxR ISnro CRC CONLTai[ t.r, - * : mote ^Ilt�' Art ' P 1a1 M•n . • .) !(,,;I, PrCUNtEO ta'I" 011 cWEA'(R ' NO 141 g7 t' 20 GAGE GALVANIZED STEEL STORY PANEL NGIE�OR_CDYBINAT10N _OF_SE6-'LIDNS' - NO 4416J y 20 CAGf GALVANIZED S1EFl STORM PANEL k[1kYEHJ) a 20 GAGE GALVANIZED STEEL STORM PANEL , ,,, �.. I'IAl IWAR, ? : - 011'r1 °• _ - DA^IIA °Y Z coNcnr': ANC.Oft I : * SECTION X-X 2 II ; y s r—"— '--- ---- 07(y/erl E.D. -EDGE DISTANCE 's * t * _ - —.\ -- -_ -.._. Br/n/IM (3`t ". FI aN * 01/1•/xepp SEAL( 3/0-•• -"�' "' 1, GLOBAL PROTECTION PRODUCTS, LLC. a.Tr (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE __ GLOBAL PROTECTION PRODUCTS, U.C.MET •Q iATE F \ GWBAL PROTECTION PRODUCTS, LLC. ; e ATE OP t ;� / Z sHlt'Is a T,:pOill e) y�10 P � .r• ! / `° '1 °{^'•. ORIDy -- :�` "- L „B. EE C. O m. _'' I ,.a s«, s, eREE tea' QFTAII FOR SPACERS REQUIRED AT TOP OR +�9', 5 DE I L E C Q EEEe. ,.,D sa. e, ,I ,E SHEET 9) CwB1NLO IN ANY WAY rD Sun ANY = I , S (L E O FMe .ARo S,w. 51 ITxJT CEILING y 0,1.,• w N, / !�'74-ZIcJ �'iwf rFo i tNOuf�Rlw', iv-r a1Mf. rL ]1,,. INSTALLATION. ��17F.". A' RIllP nuJn ` EMo1REUINo Cc, MI nNR. FL ,.ill, 20-176 iyG Ss •......- F rw�FTFrI •W�r 7 -I I oAWL n ,J 1. TTOM TRACKS ADJACENT TO STUCCO/WOOD BANDS )RIO 3t r _. — n _ "Non: (.a.)Fee-la.J IAA (-)se.-•m 20-176 a A- _), 1.11 'r RHc4A tl,.lw-lent. FM (Wa.)Ae• ♦1sr yI / - ^. A. tr'. W.- 1n W'w1...rnn urM Pk1Als.. (m.0-176 li4 - . er ••-V Ff '.Q MALE �7iYTS e6e-la.a 'AlrAK (ea.Rwe rim 1'' � rinR r11 An_,AI _. 1...Al�. in .l-+W4 rlN+ h ...:..HMIN._IA.' r. 1> n,,u,!-.I.__ARAM-'-_rr_ yi .Y AIL'S,Mu'�.�,,��-e-,,L.._._.__-_...._ .... ...�. n.I �t _ _ - -- - oRwR4:N, �'''r S/ tL�._ r". IraWWIoFM... SCALE 3/9-t' I NII/I "'-- -'...� u -000e N , .: - - w ww+AC ,N: IyAA / "AL c udw /M --- - FE �,( �-I 7711 - _ -- -________ /,yF, NAt'�Crw/%"AAIUA/oAn u-000,1P! J rFHA '_.sue tM^ WAL r., FIE ' N lll(111 °�'�-1-T.L. 1nrt • Rr 2e rrsw Ar AN r w Aw _- ao 'T I.n Itl' _ I __.-_-- - .. WILtrA P! 1 vN:ieorMlLnre/un m "-- _. ,. AII{ FYMIa eW w 7 "" tern s IR„ none 1 1 ---"I WEIP A RtAFI W. V F .._ 1... - _ p,r{T . y _ - _ a •Ale - SHEET NO. SH 1.0 ValVIM. - � - ON - AIII, NNOod,; , OR VID'.. 1) 1K91� AND FLOOR Fl MOUNTING INSTALLATION FOR _, m_r .44 I I_ � 6' - SPLIT PANELS _,__ �. �� PONPILIN _- (_ - ON- _... .- . I I" TO 01/0. .. wIll ,P"- 1. 1) 111111. �Al��`,� I I " ,.�7,; ... BRIE t� I . I , I'L. __77 -W�,/.-r ff I I , 7 � T -1 _' 11 (EL. N I - - I -_ ,� � - , - 1�•,r.=._A. _T __- _..___1 h/4't 1, I � - At" I - L _t - 11. I - � il , "' or 1. c -:.&, . r-DW _. , I -17T,777j_�*1----T-,, T-i - �*. ; 45, I 6 - __ r. `1 .-9.I I , I I. I - � I TOP i ` . I , .-A �rf�. - _�: . I � ! 1: � i I'l I ! ; I I � i! I I I l , - L ' ]/�'- I �- I ;_�, - t�l : tl �7111 1 ; � 1 � � 1 I � 1 � 1 I � ; � , 2 � �, , _I I i , I � I I I '. I I I / , , r W1)I,NN DiD, mm I I 1 � I , � I I I �, t , -I I- I. -I , � . I'm I - , __+_ t A , I. I I I I 12) Vie. I- 11 . , .. , . I . I *1 � � I 1 1 1 1 I 1 1 , � 1 i � I � I i , EnZM :�;., -,,I I= 4 , 1, c - ")../", - ., i I I 1 _6-�, ,- .m." Do -, ., � I i I � I I I I !I 1, I I I - 3 - I �___ .i:�__ _ _. soo, I - Polkop w/ T I : � I i � � I � I /2" Ill. . , � re ~ I I � � I : I __ " - I I - ,� "LLEII toor. I I . �, I � j 1 ill 1 1 I ! i " 1 1 - I �__ 1,-T UIN Eo ____ lT � ` , � � i i - . I , I j;, , � � ' I - I I _:�, �-tLL4 +-*-, j 'I - I , - --� -H . .j I ." _L11 I , -w-_r,*I- 4 _ , N _k 1. -��L -- I - , i . I I- .:,, ILEVATIO , 'i. �, , 1, SCALE 1/4* - I' 99,90, �=, I I I � I ; i " ; : I DETAIL I I I - - I I I - I'll - 111 'I I - '. -, __ _ = ,,NW, _w - ,INW,, L1.___*v �,tl 4 -_ - T t-, E_ ,t T-7-r -1 1-T -I I I I r - - Por - . - �;; I 1- -1 t - .,N, Aw "'o"" ,_ do -, �>, If, Ei 'i J . .I.., _,., =_ I � " l -r , I I I I \ . W-1- - No . rocoloo- 1 __H,._�j --- 11RITI � F, I I � 11 _ --- C.__IvLP.1&V1I.__1 � . fl i. 4 � � 1 - Ili.- i � ! !1 ! , I 11 1, , ; 1 I ! i I I � [ 1 - � I ".I , . i I , , , , � ; : � ! I i ! ; k ,; � ! I , I 14 _ , - � i 1 � 1 1 � 1 1 � I I --i'V-S'"N "`�,�, "ye - , -.-- -, . I � 1 � i � � i _. ___.,;�In _ I j -.--4' - 1' I r I PENCDAPOR - . - - - --..----., ED i I I � ! I I I ' o1olent Do , � . I � : 1 ! i 1 , i _:�./ f,1.314 ; I � I : I - * If 11), i I - I t � I � i � -_ -1 I , I i , I I , I I 1 ! : i I I � I - 1 ". f I "j, FILIJELI Is. � . IB" 1 ! ! 1 � � i 1 � � � , I I � � 1 , , ! � . � I , I ______.Cr ,�r=1_1. - "IND, . n, I , _ �_- I .1) V., - I I � . . ' ' ' An- , �' - - I 11) . RNT ---- - - - - . - -, I I " I T :�f+A I I Of .156.0- -12..., -- - - I �,, It ,'. �',' ," ,I ', ', , 1, �1,' ' I�A 2 . • ,. I I I 41 l� , - - ____ _ -------i , , I, L�� ,," I I '�' , I I ill .11 " ' - :1 ] - ------- I,--- 7, " , _ _:_ ,� , I -^11-l" ,x ILI III_, I ___ ___ ILE [� I owL,-% m -t - = l I - , . ...... _ _ IMfT` I , �� ....2 (11. TOP IF IWITON) _ w�_ !.n�� I 2 LI I - ' 11" , w 110 ELEYATION SECTION Y-Y j SPLIT STORM PANEL ELEVATION " _ - SCALE 1�4--I- DETAIL 2 SCALE I/.-.,. I r �o_ SCALE IX-1, (AA -I __. *-, ,I _II - 'I- _. IE - 40 I- .- ;, 1DIVAln.. " IIC___ I, i IAr Bawl I ,N..,,_i or.X-rI D. L_ --_ C=IK�I Jr.,--w_.,.' ON pim...I "-"--_Usn, MULLION SCHEDULIE MD. MILILIMN .- ACOUIRED U` VIA* (FT ) I roK .vwoN - , ,.-,. 2- . 3' I I/a' - > C-ItTO !l - 11' - 2'. 4'. 1/8' __ I------- I, 5 -s* to V_ lo" 2' . 5' I 1/6'. __ - __.,.- -.-- 2^ ..4'_'_I,'j'- ...... .- II W-w TO a -o- 2* I G* . 1/8' I Spot; vNe FOR ,As..�, DESIGN PRESSURE kAT,NG I. up 7 I � 50 E � I 1;', - 2n R't SECTION I WIL 11 m.'.4&'?LEW9 O"CH"o SCALE 3/1-1- NOTE MULLION CAN ALSO OF NISINLUU) 0/0 STORM PANELS 0 P TO OFF M70W so THAT " IS LOCATED AT IOP OR 90TTOM CK OPENING (ON, PAWL OPENNO *j TUBE top * BOTTOM) 6""* - """ I'' I __1Y � � 11 C OJINCr --- 4 - te,, _w dURet. . ( I— Pt v^,,&x;mITLFK/.,F QA_ I a 'T."7 ',"j", alma maw. HALTER 20 GAGE GALVANIZED STEEL STORM PANEL .OBAL PROTECTION PRODUCTS. Ll too 5W, INT-1 PARE, ", """. RNPNE_ (_mn,N,. '. (_RWd_.1 1. DRAW, 0, - "no/Im WIL 20-176 O%RVWD . .--.-. -.--- ------------..-------. , - INSTALLATION DETAILS FOR REGULAR PANELS (A, & j,, INTO EXISTING WOOD STMTURES 1= 4Ul`,l I - - - IA_.11 - F+ - - � . Red _.- , :=!=_-� - - I 1= od"Ptill 'i'door- - -- -�7�--_ =, - , L_.lPT I - _� t�=, 1 - To -F t�=. -T 0 ".-"" KARX : � / � li7 ,4,T :.1 - - I I - - I - I ; ".1 - - . . " j - � - F__ � r_Ik�_ %i;Il ..... __ i - ,,I,,- =I= 4 '_ I . I I . I - I ---F 11 I . �__ - - �---I , - � rx" -, I ,commoompto- I _. K_ - .,:: . , - . - ,� I �r / I _1 I z 9) 1�1 , I I - Q. I I �j , l. URWR, -.1 - 1 7�� P_ 4_i.nj,11�., -;;F`j -_ T - =% I -_,��, ++ I- f I I IV"— i - I i I11wur, - ] , I r IF 1 IAP. ", . .. 11 L *- .- .. ~. I 11 ! I WwWro 1 - !:�� I - - I - 'I, I - ! i I =,", I t . I -_-_=_ i _�, !P vow,_ 1 _., 9 . - ; I � ) A��, I _ I .1 _. I V_ - - I. I -A- I . - = I 11 -_ 9 ! I - ' I 'Ll - - I- ,4 - r- I I I I -t* i i I I -O, i � � I i Ed - WALL i I 'O ., Il - ; . I . 1* � M, I - I ! 1: SCALE: 1/4* - I* iW,/r I r = =4 � � _4 ..._._4___ -A El I I Z_ P4zi--wi t " RLL= I .-- I - BUILD -OUT MOUNTIN I - �_ EF� , -,,_ I --- ___ .- j �� � - VIN - - . I. .1 � j - - --� INSTALLATION - I I - I , -.%m=__ ,=. ,,.---- - -- 4 - SCAM ,/4. - I- = L '1 "%.= - CEILING & FIMR MOUNTING INSTALLAnON INSTALLATIONS - ALTERNATIVE SW WALL MOUNTING (SECTION AT TOP tS UMITED TO .56.5-67.0 MO. 15CALL: 1/4* - I* INSTALLATION ASO DESIGN PRESSURE RATENCI) SCALE 114- - I- SCALIE_� 1/4- - I- __ ;11.v_ IF I ! , ___ ""';--z-1`w - �,__ � FION INSTA.IJATION - SECTION NOTE ; ...... 11.1 ... 0 ... Or, SCALE, 1/4- - I- 1. INSTALLA IONS ARE :. Tit .;k4,, . - " 7 44 s,&' - - I/ 4& P -, ` ` _ . UP TO .555, -72.0 .0 AND PANEL'S LENGTH UP TO 8'-S' j� _�.. `\�CEN -,5P is, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2. FOR NEW WOOD FRAME CONStRUCTON WOOD MEMBERS TO HE SOUT14ER14 PINE NO 2. W/ SPECIFIC O4_NSIEY OF O',5 OR EOUA( z : 7 '- 1 .� PILL= INC 20 GAGE GALVANIZED STEEL STORM PANEL m ; No. 416 Z, In ____-.- _ - - - - ___ �_�\ GLOB /w/Sem, NOTF-FOR _COif!&MM"FUlQN I- ` AL PROTECTION PRODUCTS, LLC. Or . -11 . . . C` .m IN III SIMM OAx TOP & BOTTOM MOUNTINGS CAN HE . .. ..' _41.01-J-11 TALLo , � ". ONWO. % Ml# -176 �_ .. 071 , -lIwIs. F. jq%MW,vv, 20 COMBINED IN WAY !O "JET ANY -, � ", _�,Iod` 2 - -1 - , "'. Kdo --- I .. ", .� - -r! - - ,�!00067 1. - IVAWNG . TAL[ATION .Z - . - I - I.A. - NS I ofoo' �`Ldk/vt. -10 I PLUI P. I I � - _"_ Fiat Lk P ,� " - 2Tq7 � S;WT. I -------"-. - .4,07 I C • (� ,Dr, pp I ) �'-(� MOUNTING ' i I I. � I HSTALLATION - ALTERNATIVE 3 i = .4 ALTERNATIVE WALL FLOOR AMOUNTING -ALTERNATIVE -ALTERNATIVE MOUNTING ONLY VALID ED BUILDINGS WITH A.S.G. DESIGN LOADS "e�iuLw P A 3 sT , OF.- '''• 11LIEC 0 IN RID'' ANY -----.-- ;/4" I Sn' LOW &MASS RL05HRIC W/ INSTALLATION DETAILS FOR REGULAR PANELSJ'� & /4'0-20,2' S& US of I 1/&' ac FOR __ CL LIENGTH2i UP TO D-O* AR5 6 1/4'0.0 INTO EXISTING WOOD STRUCTURES I" LEM" JR TO 5-8' oo � ON IIII-10 � _ - I PA.01j"It MIDULLI � 12* 0 C 1/2' MI, "$tL�M __ __1I`_1_ rrr i I I - PER ml,ft ED '""' " No """" o, , I i I i 'L � F)v w-w UIP :, - 'a scKm of Il. . .4 1 1 �_ i " I -1 t I - � I Ii, ---- -.--' i 11 I � : I voi� I7 wow "'A'", I I I E 'I I z;w 711-1 I i 0 'W, l!" IF ,-, - - � 4nom� I'l '� " , - , , _�' , I - ` I I 4 1 1 1 1 :1 i _ L -- � L�44 II -� "I � I I -, I I ! I I i r--j - � I 41 �1� - (�) . ED : k__ - I Ir ,�j ; L , I ED ,# I 'I � : � � IAIOD .1 ! � I , I I I - RIAINK, � � � � wo.-D � WOOD, -ca. ! I : P - � mwu ) 5 � i - 9- I W ALTERNATIVE I—— -j'J 4 '---L-.--L--'--L'-' .3/8-1- SCALE 3/8-1- i I � -14 - T�_ I : i mt,st: : w � ; SEE SICNEDULF ! I I QM".rD"`=-1�W_ 6 L I � j 1 ON SHEET a I . to GLASS 1 zvn* ! I I I ILFFAARD.. l I TO IRA&% I- : i 4:11 WE,,, I k4k' r 1to: I I I LO I 11 _, V,-, I - __;; I , ; I f _ _ 1 1 � Vol I L 1 7'' De I To, .1- - t I - - ' I l__ I ." � t. 1 -A EQ� 77i - _ 4 1 rih;L,4:7 ED I : E ' 7 /7. �� i11, L 1\ -L - I I : I -== I i I I - , K.n , - IQ, I _11'. T / 7m MIDLIMP, IDNO SW% SLAHING L_i/� un .- - I I - -2o,2* S � FILS. to 4 1/4- D C I , NI AHDA_ I 1� . 1 /4 4D, . 5/6 N, . i � I I III/ 1/41". . � .- I "y L ___l,_ __J 7 PWW1 Irm"I'S Is, To 5*-* AND A i . (i) - I /,. oc " 11,4"N'S UP to - -- � 1 � no j,O PARE -It In-, do on 1 =' , Pwkw,r -,m if I; ,/I- D E .3r, I 1/.N` - � . 1�,=.N AUERWIVE 3W ALTERNATIVE 4W i , ./,. IV., or FODITIRO wow ,/"-I- scACI 3/8. I - � .I IDNOTI's .P in ,E-61 UP, I .fcL`-R1PO I AM ]T C 0 0 0 M O'N US FIRM 8 EM N S DIRECT MOUNTING INSTALLATIO BUILD-QUT NOTE - SHUTTER TRACK$ NOT S40WN FDA MARVIN AL TIER ' Aj I SCALE 3/6-I, SCALE 3/8-" . '11.10111% fim� t"A", P, ,% � !!�'/, ;P\ " 1. IN%'AILA710NIS AN LOADS e_`,�- - - .... T - 4 , `\yr r *-.. S I, ' z. �?,, , . ,ENS, . FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2. FOR NEW WOOD MEMBERS TO BE SOUTHERN S -, `16 -. , "Imot, "TITLE, w r, CIF)C DENS,T'Y OF +55 OR FOUAL 1 ., NO. - ~ !!�___ PINE NO, 2. w/ SPotk . - !. 20 -, F I )F D _ ,o ( twa .fm ,l;wwHgm_x_UsTij 1% , s � EOF / 11LIECO.. \ DL`E - T - I I 4400 Sil. Ell SVW . 11\0� Il.er�,_ TUAdT TICIPI'Mil gi�� I . 1 1331. I� -�- �, �-,, , , TOP & BOTTOM MOUNTINGS, CAN BE ..� .. , " * I"Ood"N' 20-176 COMBINED IN ANY WAY TC) SUIT ?��.ss ... . Fled.. - . Vd,__I. P.w. (".)M-� 1. t.N)m�?. INSIAUAWN `111'��1111, , N I,, � e ---,---,- i".41=4voel I , .I. - 4 C' ,, Fu,�_::�-_ R.L. I'D., '. .. �,. Ml I . Ho" I SrAL,-��I'MIT��- I I _-, I I -------,----.---- ____ - AiAXIMUY A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPOND]Nrg MAXIMU "L" SCHEDULE VAIIEI ONLY MR PAMU-qa &O WYA"TKM AS PER SECTIONS I THWU 10, ON SHICETIS 4. 5 to 6) NAF.- "o, IRI,L P. .Emp I UFA ly" I ARNRI I. -Do. � 7pm jSVE SECTIONS) _� I .. DA � _ see _nD ,'-s* OR Luz � g ,/4' 1 ~L,FD � I .0v 5 a r 111 ."S.--no �"-V' M V-11' I 7 U., t uf4o�f(P 1 I nowDa I - - ----- - - - I - 1. --t - ------- .. -_ .,o - no ,fl i _!` 10 11 -2- - � 2 1/2- I , At - ---*M- ��P.45(" - 6 -.-- - .-Its, -0 0 12* I' OR L"S � 3 -/2' � - fiwmoc, I S. - �_ ;� - aftmt, .1 v.'s-mll" 33 .- & wmcw It 0~ 6 W&X.vm or PoV.. MAXIMUM A.S.D. DESIGN PRUSURE RATING (0,21) AND CORRESPONDING M IMUM ANCHOR SPACING 5CHE12ULIE FOR REGULAR STORM PANELS 3', & l!W INSTAUAIIONS IMBLUMIND-C21CME- - 4NCRETE BLOCK STRUCTURES (VALID ONLY FOR PANIOLS 1001 @ INVALLATION11i AS PER SECTIONS I THW 7, ON SHEETS 4 III 5) -W. ISO � - .monomm, W~, VOW t a - 3 ,/2- .. - - _ -1 _ . -T KVIE - "PIC11=, to I DLS*N 1 Twon - w LN.--colm - -_ - IAUK__._ - - ,�Tr ,nellif Ill PANfL_ , "UssLiot --- T--w- I " I- _1IU___.1_.._1_._% _ ANY Col..,. , ='-,1,S RATINC (,., � 1. COKKI, I ,,ORLOV. 1. ,DIDEPI I CONCRETE` 10 ,Or,CNfq coll�m To co"Idi'm I to,omEma-v; 1 Oom Of DID. I I &OC,` OLDER 0-0. A" I moc" I i 6. 1N/A - - -__a':_-T V, I (TO*) I q, ./. A/A ./A i _.d� - . . I , . N/_A4_0I_/A____, __-.- - -- ar 5. I S. I .. - -1 (IdIT-0-M) - -1 - - - - /I- 1 - A * 0, IIIA 6, ! .I. :. , .1. 2 Elm� I t ___ '___ _ L_ _1'__.i - " - - - ' - - -4 - '/ t_ 5- , N/A � IF : ./. 1/1 It. I It f .1A � [_ _ I/A /A - - _1 2 (oanom) !-6-I-_A'� __ _ 1!45� -no a, _� ./. ,I/. .'N. '. � w. 1 I oo/; N/A 3 6 I (TOP) I 5- III ass _'._ . - -- --I - w I v ./, _ � v 4 . �_ I. 6. I I' a (w,w) ! 1 I IT, _/,,., - 4 . . N/A"k//AA - - - le, � N/A '. . ,i;- -_ --- ;�./A I . ----- - -I- _ ___ I (TOP) � - -_ -_ - I— -_ --,-- . a-. - T-r a : --I -, - - I . 6 0 ) 1 1/4 N/A It * " I I I -- ----- __ - , . , .., 14 ...---,. - � - -_ - - I -_ 1!!�.,� I I f"i._- I 0 i� ; - � I , �, i 0 1, f , uor/wrlc9f, , - .1. ./A �2 1/2 . 1 , 1/4 ;7 ,/-I'- I _ _�, - SEE 041173, 10 1, 11 FOR AACHURS TYPE A SPAC" MR INWAUAF� Alto WOW FRAW SLARDIM WNW AW.MR SPACMSL AND �UN CODE USIANCE An MUTED ON TKIL SCHICIA I FDA 9 D L17515 THAW MUTED, OR MCCULE Ruk" AACKOP VIOM FW "Ilk.04 EIPACM $No. ON sc"ED111 V THE lou FACT0111i MR " OPICUTION TO SO PCSWU, REDUCED VACM OVAPIC0 U&NC FACTOR . , NOT ft LESS 'HAR AUN.R. SINRCM INTI&AIED foll IAOI ANCHOR " IT 1oft -ID9 A� TM I/... I/.1. I/e. ,/.,. 1/4-1 111. MoI1101014"'ol, "N'Doo .- "Weloo' RUNDURT, __ ___ , P" ,e ,,k'�,�, 'A - ' T14 Z 71's __.. _�t�.;=_"V% VIT 3 I ' 31. - - - ..- C;;;W�;T111 - I 111.11 121,"I___ , I , E N,ye - . • - I K _;_ I 1�1 w � - " \,\ru -A Velocity NO [Con# Zone) I _20,Iolo. - ) _ .r 3 1 36- I,/, i- -I J FLORIDA BUILDING CODE (High I .. .1020 IDLITCO. .. 11 _2�� - E ; No. 14167 '-: 1 20 GAGE GALVANIZED STEEL STORM PANEL- , . --- DRAWN R, ...... I _; I - 7 - .- -.-.---- - 4vr: �-�ia . I , ,, 1 0'.. STA E OF ' ,I ----- __1 " "n""" - , - . S .P'. . 'I � - - __II;Y11 - 9,- I - � GLOBAL PROTECTION PRODUCTS, LLC. DATE I, . * - -,�;I�) 6. ,I. n "". '. " -,;, 11LIEC01mr, � "WID %* 51 � " , - !,�� Erj . ..I? !!AtflllNl �jy� , It 9-w� c IN' . - _,_ P., PHONIL (�)t-N-PS� IV (�)M-Isll? 20-176 4 �4_ E6:,1,__•- - ".) .1 -, -Modo- , ,._, -I. I D,VF 1. "A - ;;Aw;;.-,.i7%TL _- CA-OF06719 ii` c#7 - - 7 VINo, LIV A P - 11 ;4:7. - ;w - .; - II - rlqF- �\,• : . No. 44167 %. � . . ID ftA . pow PANCLIM11' Puri * - } MINI , I I ALTERNATIVE --"-L!-.-j SCALE " 1-- 35. Aew>t® ; 1 I g -- "-I- AT � ., .,n , Ft IN OF Mn MATT FOR � SCALE • j INSTALLATION ONLY VALID FOR BUILDINGS WIIH AS D DESIGN UP io .55 Is, E-120 PSF AND PANEL'S LENGTH UP TO 8'-8 FRAME CONSIROCIloW WOOD 0 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRO DUCTS , LLC. .� ANY MAXIMUM A.S.D. DESIGN PRESSURE RATING (ja.9.1.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS(j'j& 2 INSTALLATIONS INTO EXISTING CONCRETE A X STRUCTURES (VAUD OF&V FOR PAINELS(Ok QINSIALLATIONS A PER SECINONS I rHRU 10. ON SHEE-TS 4. 5 At 8) $ CONCRETE MoxwUM __ - __. MAXIMUM ANCHORS SPACAK) FOR CLIT - 3 1/2' ��_ AITUCAMU TO _ A S PRESSURE i ' ------4------- __________,_, - 7 10 Aw CONFIRMATION 'ENCIN v ln) to I I TO RAFING 10 CONCIMETI! COW'DICIE 10 CONCREP(i C001TCORE71 To COWRM VONCAM To CONCRETE: CONC.Im 1. CONCRETE CONCRETE 10 CONCRETE i COKftn or bf. (P . L) I foxir I BLOCK I 1 SIOCK I i I'loc. ! BLOC. ALLOO, I I I I I - C. I 6- 1 N/. S' I N/A 6- NIA N/A I N/A I (lop) j__ -_ - - -4- - --.----- ----.-- - I 1* N/A N/A - - '. I 9- _ 1 6' 6, � 5, NIA I N/A I (BOT10m) _111_ - 6� k N/A 6' 1A - 6! l N/A N/A 5' 1A N N/A N/A 2 (TOP) 11 C' N/A N/A 1* I N/A 5" : N/A 5 . N/A N/* 1 NIA 2 (BOTTOM) - ... j___--41...,. N/A_ EE-E' OR LESS I -_ -.8. I -_ N/A 1* j I' /A 6 . N/A - - - I . 1 4 6' 1, I , - N I N/A 3 (BOTTOM) �- I ,"_. f . I N/A N/A N/A_ I" A_ I - N/A 6 N/A N/A N/A 7 (TOP) ..! i--- - ----- _ _ _1 _.____4_ � I _1A 6 4' 4/A - N/A _ _ _li* 6' 1 6- 6. 6' � 6- N N�A - I � It - I ��Tlr`-) - ----I - - - - - ---- - - - - _ N/A I N/A 12 1/2 l 6 1/4 12 112' ; 6 1/4' 1 6 I/I` 6 1 /.' 6 1/4 , 6 1/4 N/A , N/A 5 (TOP/67nom) 1 1! I *500, -5,3.3 NIA � N/A 12 1/2- ; 6 1/4' 12 /2' 1 6 t/4" 6 1/4- 1 6 ;/4- I 6 i/4' ; NIA 6 (TOP/BOI'TDM) : '-2' 6 1/4' 1 N/A .55D. -72.0 N/A 1 N/A 6 1/4- N/A 6 1/4' 1 N/A I, )J.' � 6 ;/4- 6 1/4- ,8*-$* To I 1 *-2' N/A ' N/A N/A N/A N/A 1 1 N/A N/A_ I N/A 6 1/4' j 11 1 4' � 1/4- a. 0, + 1 0 (TOP) I � 6 A t N/A N/A H/A N/A V 6' 1 6 l,'4- 1 6 1/4' 8 (BOTTOM) ; -------I - -Tom) 12'-4' OR LISS - . I i I 1 .43.5, -490 :__ _!__ - ��/ OR LESS 6 I N/A A T,/A N/A "/A N/A fi. � , . 6 1/4 9 (901 , _it � _� IN . L_ -7 I NIA I N/A I N/A I N/A %/A I N/A I ./A I U. DESIGN TAPCON _`1 IAP-cor -- Dim',; PAMCtt ZINC - ID - - - --- PANELUATE PLUS --- =--s-o" .----- SECTIon IF A NAUIFFUN PANEL k , N/A N/A I 4/A 6' J t555. -72.0 '. i N/A N/A � NIA 8 . I NIA 6' IL N/A 6, ! N/A N/A _ N/A .5 a 4_(TUP)_ IlV-5' CO N/ I .IE-11* TO 11 I 6 I/-' j N/A I N/A 6 (TOP/BOTTOM) /4: 1 11 1/ I N/A N/A I 6 I/A' 1 6 1/4' 6 1/4- I 6 1/4- I 10 (BOTTOM) , Ietarn, io, if AND ig FDA ANcHums m & vWO;mG FOR IN&TALutrom INTO wow FRAME Etwo-mmit IRNORLM AdI WACINOS Alto UNIRRAII COOL OtVAWA ME .QICAIO) C. IKS ScREDULE FOR LESS THAN MICUIED ON SCAMILL REDUCE ANCHOR SPACING W FAL�PLFPG SM-14 SHOWN ON SCHEDVil fiv InE FOULOWNG FAVORS , FOR �j OPERAIK). TO POSSRAL. REDUCED S-KING OBTAINED I.S.0 I-ACION, SNALL_ NOT K LLS5. THAN, MINIMUM SPACM W&4^TED POR EACH ANCHOR ANKNICAS LEGEND AMCOR "m 1/416 ,/IV. 1 1/4'. 1 1/4*. I /4'. I /4-. _ I"" Q, W-W PmcLNAt P'M-A Cold- soul-ist .--�..!!!!!!!!�!,!! _ , zp?.., .. - 3 ol%r, = I O" M" (.j 2- I , q 3 1/2 I I �;r - MORK rA am omadmit IF A -C I 0 Is - P _ 'm -1 - . . Iq!!1 . - - SEC CO BE TYPE AT c!at>-..-...- 3 -2-_�--i I _.1 ) ce� I � / IzL 7; A, 0 .z; 15 -.0,40, LA-1 CD .r- , C 0 ,�" ,- d " 6 C"A- C� pl- . , " 1) 0 1 � I 11 - .'!� M " , w 0 - 0_1 3; , T 0 to w , _ I ]�� 7 0- I,, I llrl� NSTALLATION DETAILS FQR REQULAO PANELSILA-lAb INTO EXISTING WOOD STRUCTURES , :�', PAWALMATE P LA , . 11. -IT PLUS 57�'O PANEL -IQ , Y/ /4' O.0 W/ 1 7/8' 1 : ILI, :j c /., ox W/ I .,/b. I � � 'a' V , 111READID) PENFIRATION 0 ot.,PVEA IMEADCO PENCIIIATiON It -i--! I I EXISTING WOOD 14CAMA - , ____ I EXISTING WOOD HEADER -.-- . I -, EIIIIINC WOOD IIAM ! i , I I I , . I ! I EDER, Vol, 0 1 1 mor, "o . .1 : q 1 6 v., ot I I 6 1/., 9. : I "o" "` I I WOOD AOER 2. � FA " . I e I t I "I . - I .I . - M I 10 � MR, x1oulkn, .1 - 7 A - _,L (11 I �; '* ... i I I I _� �Ij -I - ;, �, " I I t I- __ i, - I 1 0- _� IF "I'D' -11 1, � - f , LJI_� ! in unamAt all � I X, ��%` I In I14butr ON I LiLrImull.-_ � L � v ' � nom W � I ' : : i ... - VI40ADON , I- Ft SE . I I I . ! -to .-Ag."ONt ; I 10 (Air . 10 GLASS I I I It— PAWL tENGI" I W'. PANEL ! 1 "I", ""' O * � ./.,. �,, is ME Halt 1) L ./I,I _,* (,rF MOIL ,) V. . FT NOTE 11 . Ili". I I 4 & IF, ,/$-, I , - 1 i Its . 1;;� 4 � .I Fi/ 111FIl . tf" I'D, I . PIN; ., . 1 .3/w. wom, NOT * � I ; vn* I . j �. PO I IF �§ . I ! -1 N111. _ I VWPP OW(AILAII � mo I L . � I : i I f I I � i I � . I , . I wx � I OF 1- ; � I wx I : I OF 'L* No � Of 'L . I I IMAIL ! QU4, � 't, i il I � I , , . --- 7 1 i 'f- w. I , 11 r_t"7---- '� 7! %F777-- I . :: I I./ I 11311� _ .= -I'll.I—. nN, Inr � lowl. F� �_, - I I -.1. I ""' /3,* 20 I . � WD, I - - - � I I I - . I � I To 4 , I I., I ---L---- i � I , REWS 2 D PLATE I . L)4-10 PANELMATE PLUS RJO.,41, 1 1 1 -.4- WOOIZ'.4*-1,011P,ATIPLATEMIN THREADEDCOVOREDGo" R I j , � I N2;��Irft) I "I , PV` - A' : a 1/4" O.0 */ 1 7/9' MICVFDT� OF PLATE I 1:` THREADED PENETRATION 0 1 � �, I MID W01. 11 IIAII 5i OC STAOCIEREO W/ ,= IPY�, .. , 0 EIIETRATION At MIDRADTH . I I - I "' , "' , �! 1 . DIRECT LAWN I I , ` I I, I flesm G INSTALLATION DIRECT MOUNT 6 IJLL MOUNII 9 INSTALLATIO SCALE 3/8.1- QwItiff - vAr 3/9-1- SCA`x 3/8-1, ' * I. S FOR ALTERNAITAS SW. 9W & IOW ONLY VALID FO MR%, ' Up 10 + 43 . 8. -48.0 P.. t, AND "'111111111 ISO DESIGN �OAD' � - ; �N_ALE" UP 0 2'-4 _% 110 1;� � ... !'�17 . ANEL Ca. I FRAME,CONSTRUC ,ONOW00D MEMBERS It) (It SOUTHERN .. -�r ,�.R 1.�. 1. I z L, ENSj`--:? 5, IN, D , to, or 55 OR (UVkI . �1% FLORIDA BUILDING CODE (High Velocity Hur Icon* Zone) z � No, 41 II'StO DLIWI - 1,` Non FOR COMBINATION OF SECTIONS - . . * E 20 GAGE GALVANIZED STEEL STORM PANEL 0%dW` BY , 2 * * --...-.-- . TOP ,it BOTTOM MOUNIINCTS CAN Of T TE Ot = - - ,,r �, COMBINED IN ALNN` WAY TO SUIT �.. S TE OF _', GLOBAL PROTECTION PRODUCTS, LLC. ,,, LF V , , Rik , )-- / 111LIECOisic ~ S. - V Rlk)'�-�, I YU.1, ?C"wia It CNO.CMNG 03 . 'I =I. INS rALLATICIN , "L I - V_�_�Z,',_ ] IN, UPAN -176 ik� I R_ - . " RNomE Eww" rw rm (mwKwo-vo, 20 - P`R,KF_,_ , EdW__ V _______T__ 1 - AN -Good"If . -th� �-O� - - I , __ " A_TAJ_A� P k � IV ar 24 rDo'6S I "11"Z"It" , ,-.4107- �- - - I - I 1 ( ( n Smu a ' LENGTH I as .... I _ "rim 0 . � . I,N* or I �-i -mw�_ I ; - -eowf�'..'� -_ J, 0 I� Z' - to , --- �,MW; iI 10 f 1. _. _...__� 1...._ __ I .: 1_�_ I .. ., ' I! Ulc, SC �''' �••• OF PUTS DIRECT MOUNT BUILDINGS "L.5 LENGTH T 12'-4' PANEL'S NOTES: i. SPECIFIC pEor DENSITY ` ANY "�, -.0,,:'. . . __�- .6--j 0 a) C_ = 2 -L-- = -0 -0 = 0 .S? -= a) II.- = = 0 U_ :-� "...... m m - . " .D a) " IIIIIIIIIII, 0- Cn ,N,0 ,_ CU C:)- C_ CU -I.- III- (n < L� l. In 71- X'I I ; W J _ ------,-, ___ -.--.-.--,--- --.--.-- --- CONC-7 ANCHO" commli ANCNM -FOR 00.,04111: woo". SEE SCHEDULE ON WE I., .--- ____ _,_________ I I -� -, (SIDE Scmiroxf ON (SIDE X-110.11 ON "Id doon SOONER SEE VILT, I, - I " ') 1 )_ � 8 - -'\\ -3. f 11-3 At rERNATL __� " " ( _ , LLLL ,W. . , 2 & 3 SYSTEM $for ") _\ I &.IF, 14) L I S`C`QN ON 2 &.Iw/ 5 )L INSTALLATION - 114 2/4. W4, 114 CUR, 4/4 1 - (1) 2. I " ^ - - AT END PAWL 8 � - . t Potwo CO.C.M 1 _ �i__ - , .I, aP ft '. . , . - - .. -, _ - L 17 � - -I,, 7- __ __ - ;/4 W/ j! _ _� * - I _J __-:-T- __ _1. . . __1__.. 1W!" It 11_1 i _ 7- IT.. - . - --i - - __ - - ___-, - - -_ . I I � _ I -A- ----T -- I . STUDS 0 EVERY I .. I -_ -.1. I I. .. _ - , '19,_ .."" PENETRATION _ Ll!* I .,4 i � I � 1 j . PRIN RON WEADEN, I ___.__.__i I \ . ....' ,iTT�TTT_TTI�jl' I j ! I i 1 1 1 I i L � ) k ! 1 1 ; � i I I ; i � - �' - 1-111, "'A'"o, ,,a- I -Fff _ _ _ �J_ 1147 1 1 . i I I POtRTO CONCRET,F I I 4-L ji�, 1 11 -_ REQUIDOD I il I 1 I - I , __ , \ - q i - I 4 - ,.- __ I I I -_ - 1, - -, i r - \ I : - i411,----Cw.��-__4__-1�r1I-+I9'I-I11,�I�II,:I,,i�')-�41!."I,�i-�1�I11�CCASE)�I2�T1Ji1_�-1(CASE-1� il �IIm7 \�,I -_-_I, 5/6\�,�II�IS7UDS 0 EVERY!UNI:,�1�IiIT I . I J� , I -�' _ L I i 1. I (D - L �'j, A , I t__ f ; � � I I ! , � I [ 4j, ) � . i ; I` 11 1 -I'l 'I IL� '' j J] *, i I I 1 I 1 � 1 1 . _____ I � 1 V 1, I 0 C) .-I.-.- - 1 IEI�2 ,_., I i 191 SCnFw%f . I - � I L 1i om- I t-m sc.[&,u oII I : � I I , .� I _--_rI I.EET 141 -- - , � t I I ---I .- I- (HIS) -, -.1 +-.'.. . 11 , I 1, I -t- I , to, t L - 4 1 ; I , tj t � I \ I i � ., _L 4 - - STUD 0 12 1/7' 0 C I I I/ I ; 1� I , 7- ! � L,--,- I F Lz I ": Eo� I __= _"'- NIMOM PANEI - PANEL I � I ,a , 11-1 I 1 1 1 1 ! i ; 7 , /. -, SEE SEE i \---IN7[MDP PANEL -ENO PAND � 1 ! -4--i I— '/.Noo� m! --- lL_,/.,* RAEHUmE 0 I I ! i I I , 1i I. SCHUDOU § 1/4' 1 Ut WON HILLOCRA - I -, -11 9 I , ; I I : I � I I . I � rq I 1 �m5m, ., I , 4X;� * ! ! I 1 1 � I(,, 161 I , I i L R - . I � TIFF I I -- _ I _ I - � - - (��, 11 �, : [ _ SCHEDULE 01 Of Lr - - -, . En.'r t 11 /I / - - , % 5/!. _ (CAME Ili / : 7�Ts./ , SPCC LITS 5( ! ! ! I 1 ; I ! 1 1 1 1 t, ; ! (B OR (T�," IOR U. -- Fop M. I SCH � Aroodum, J# 11 / II, � I . I) "�?D, -r ' , - - I '/#' ' � _ ANCHOR ANCHOR 1� - - iIo,,, I , ! 1 1 I I I I (R - (§ 50110"", ,. _. 1 I 1.1 or, 1/1411 � ?.Te"'n - 5 W. 4� I . I : IT FOR III #2 Fop i 2/14) � � I - i . I I , OR DIRECT MOUNT SPALM !;PACFNc "ANCHOO - ANCHOR � � i I I - - i I I I � I L 1� - I 1 4", 1 � � I SPACING SPACING I I 1 � 1 - � i i i , ; [' : I i i I ; I i I � � . ,'-S' wR, -1 -----.--.-- 3- "P - -1 - 16- I I malotto ! > I ! _. i I i i *4 __I__ -- -,%-.-!. . � I ! __ %, L _ 4 - v -W.3/32, � MWAREV , I , - I :1 I � : _TJffJW1oE� / I , I i , 1 I I 1 1 , 1 � to II/'.) I , ) 4v',L- I � i 1 � � i I I (40 1 WEIND "E'DIR, : A , � 1 i I ! I � I � 1 W, vv� I/,. ! � . , i � i I i , I i I i � I I r.-Ex"FoRl DETAIL I : WALL MOUNTING INSTALLATION (APPLICABLE TO ... 1) DETAL 2 ; FLQOR MOUNTING INSTALLABON (APPLICABLE TO SCHEDULE 2 0 j A t i I � L j jim.11IIIIAll IDGIVION SCALE 3/ir - I- SCALE 3/16' - I* 1 N". i �,, 1 -�, VUM01112 I � � I 1 1 1 � I � I ) � [ � I I 011luROPARTIE; � I i 0 I E------- , - I : i i � 11, . � I i(my ARS Ill. AUERWAE-1 ALIERNATIVE , � Ot : , , !� � � ! I- UACHR41 9 CL J I � I 0 I& ,T) I/w - , SC IF ; i I ' L I I :1 j I � ill T_ I I I . i � -� 4' I ; 44+7 ' I ' %- SCHEDU , � . 1 1 1 . , i ! F I , 11,1 � �IIA i INTS) (Mr I'll ,�,fl,?" t IT ,=,nT,, ! I ! I I I -i � MAXIMUM PANEL LENGTH I love 0_ "lloof c - 1 � i t U CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT A, FOR On I/ 14) i � . __14`_ I. RON WALL I .1 I � I 4 1 IW*A*M I i ;- I ;_ .,%`P1P1L1Q&E ONLT. M.11LOVICS-A A;__4JQWLk_rQL1 AOL-IMIF01-51CIFA-PAMLL � 11 I � I I I t ; 1 Ljpoll/IIII 2/4, 2A14. 3/4 OR 4/4 2 & IW/15 (n BLOCK STRUCTURES SY1mM_Qm_$jw_L31 I , i . -.10 � I .,..� I i , I � � I ; AiTFIRNATE tOCAVION = DI i - u�� %t WHEOL,Lf I I < I I I I 11 -1 ON UPE SAFETY PANEL L_ SQUQLL k-I ; ,r§, W., WAL-III0910. C.QNW1ONSJOP_*_J1OETQN X _LJ)_.Ia_A 1127 * INIT.Of RADID, TO - I .-- � ON %wv I- I -, I �� I I- lKlowl -_ --(.,) -_ I F St-ARAP" I � - 9 -IIII-0 I I I O I , -,-,- � 70 OtAW, ., I - _j , i I I REGULAR PANELS Wl OR Ft --� - A.S,O INICON C, I'Ll-ohl, EAP_ INNEutor 11OWNE 0 �t� rL5 ��L TO .... -n l 1-41 - to' I 0 � I ,j,1!-__-L- I It SAFETY PAN I- t I _- I . I I ._ .... ..- ---,-.,-.- - - -.-.. _ - .Aw_ t 11 .1 . I L�, I W10 WGIJUUT fSFE NOTE I 0113" To T6 TO To � I ! LO . 11 11, HICLOW) I LAST PAIRD. qo).� K w `111�1, " .-W, to To I C To ONDO ,I M - Eot'j":". LEADT" -L' (.,) ! 1 =3 CONCmv ARE Oft . , PANEL STNIFLO AS ctw_vvt CON,im CONCRETE WNCW,r CoNcpm ON,im 00"CIRET, con CONCRETE � I OR CD / LIFE WM OFIL.0d, sfwi RA7m I- __ - or YNE. SU FRAME 11VILOM I �_____ i I , 10 �___ ro, , " \ � � , BLOCK KOCK eLock FROU RLOCA � � I I to ca (VI S'NEDL" OR - I , 1 1 i"Er 11) Cl-Al " _," F. AbA& OPTION &I FOR 41EE $AFETY WAYS SE N/A 1 & 2 (TOP) 10 FA(XjEo;"E"0W/NWjAA _wUl ANOoF whD'HICS AND ".- Con. DISTANCE INIF FR000,14D . IN't ScHrou". lop tMA I* " _!ZA__,_ N/A N/A O" 1 NIA _-6, N/A _ _1_ - I I TVILVPIO VAC04 - , .1 - L 1 i Cal - I I "A -ROD 41DIANCO To HE INSTALLED OR PrUONFb 'ROM INSIDE '55o� - 72 0 ' t. ____ a. I - I - - CONCRETE ANClOn OF SIRUCIVRE 9 I 9- - 9. I (Pollom) FKDU= VVIONG ONTA"m USIUC FACTOR SKILL Nor INE Lu% THAN UHNIsw !IFINCTIm; il 11 - ____ N (fin ScHcDou: tw I I v - INDICATED fOR lAClI ANCHOR TYPE AT AUNDIS I.VOINKI - ROM Pu'r, / -I--- - & 9' - 7' 1 D. I i�__ ___q- - 5'-O' OR LESS S"CW% ON SCHEDULE SEE FIE FMIOWM FACTO" MR INIS ORIEFULIXON TO K POSIME, I. ______ . ---.--,..- - ___', - j ELEVATION '. N A N/A 1 N S' I N/A 6' I N/A !�_ N/A I & 2 (�rjp - - 11 REWIRED 0 ,550 -72,D - 1 ,5' 0 TO I -6 - a `Rn 14) Sr;NLr 3/32--i. 9. 5' �. 17 112-1 0. 1 9. 9- I- v _�tf_w) I Oxmm TOME 1/4-0 1/4'. 1/4'. 1/0. ./4-. 1 - i I � I � I ,� L_ WALL MOUNTING INSTALLA710M WAU AMD INS I , ( - I �. )'L.rt � I i . ...... _ -, 9, I RIVIRRED i _; -�-/A W/� � ;I/'� - 9 14 A , . 'A'". "*-4" --r RROUR., --. I - SCALE 3/8* - I' - SECTION 2 SCALE 3/8* - t, ( . i; C I N/A I A 2 (lop) .. , 10 IF-41 - - ,- " _.______ - - - - - - - - 'I I :;,� - --,� - -_ $ . - SECTION I 6 @-,p .. -1 - �550 -740 - 1 � I -0, � CIO a- - -1 1 �7"6 "` "' , .1 M4 j� 11� I I '. i C-- - --. 8- I 9' I S" I 6, r a. 6' 1. I I (BOTTOM) I .-. w �. vxm C.) 3 3 3 3 IT In � , I 'j - � --- ,, - I , I \ \1 ne, - J, NO711i-ON.101 E Sffllj�,SWRMI _P&W__Az4ILM_1WaIALLbIfQl9 ; _ tt_ .... __ - - . __ \ - I JFE SAFM STORM PANEL CAN BE LOCATED AS AN END PANEL ("IRS w/ 1 1/2' ALTERNATIVE _3 ALTERNATIVE -4 0 a) UR AS AN INTERIOR PANEL (ANY PANCL LOCATION IN BETWEEN END PANELS a "ERN. '. Amum. rA "SEE mwmm - __; ANCHOR 2 " , � ,-! �IFF SA f PANELS MAY OR MAY NOT BE .,1_.1.,,2_* * I ,�T , " THRIADED PENETRATION OR U) W/ ORVIW/C REGU(AP TRACKS.) -.U. *so "'A � 11w 0 Stv - ETON, TOP or .xu) w , EVw to r APPI.C.ABLE 10 I VI - I ,:.� - � I __ " I 1 10.4/s, LONG � ftA.,�C A? " m now III, wAwo* i L /:.204- _ 2 LIFE SAFM S" AS SECTION 8-8 US" __W;� - 14 . ____ -,---L- , SECTIONS " MMMUM PANCI. ) - - I. 114'0 20 pmft�ll FIA'Alf 0 of NATIVE WOOD CONDITIONS A ANCHOR LOCATION =IN It ,nn R 0 6, 0 % , '12- w . I. HENT 6"" - SHEET 2 OF , el. - I" __ ,li), COMI&NAT,01 LENGTH %* (ft.) 000 . DO AMONATE " ,C ,,, D "fo OF THEY e Z-41" - "" -m W, %NOWN Im QARIII - -_ ODNI QUICEL". I I � kk 726 COMmPEOL ALLOWS ITSELF TO EIC DRAWING SCALE 3/32-' - 10 I 'm - I - - .." ______�_ TNRIAEF "W.A- 0 `NG WAID STRUCTURE REMOVED ON INSTALLED FROF0 T 3 In' I I 'J.- FoEt vw,,T. - " m . N& oo,11IINNFINI, 901-OM TpA(',' to ....... , I 49.1 2 (IJOTIOM) 7--b- 2t_ !Ss `\)CENSe '-. . N %, _.tl I . __ 's ,�' - ,J�kj . �. It o��. I. , 7 I U11 "I'll, _ __�" - 4' 2 (ROTIOM) r-fl. OR . . '.�!�lt . �- __ 4_j/ _� ____j ,_(3� _ _ - ,f��. ALLATIO -1 LIVE SAFETY T_ I I. LIJ ........ _�_ -------,--,-"--'-'-------""-"-"-----'---"'L'.-,- --- ____ ij .... - , .. ..4 % _,2, 0 - 2 )/., 4' T,7i. 2 (BOTTOM) 76' OR LEM f .: No. 44167 I, A1M1LRWff_tW_ 110 =3 BE WE .1 I�All I -1 'D.��7 '4� NT J.T , . ."ALLED IVALL OR FLOOR MOUNTED FOLLOWING SECTIONS I a I . �5$ 2 1/2 _ 5 ENi .. IM E N S,r I. .--. __ . . - __ _ ------- . - SIALIE: S1W - " 14 1 2 2 ON IH6 SHEET, As WELL AS DETAILS I Ill 2 ON SHErl 14, . ,\ � �-,.--. 7 I m ,` FLORIDA BUILDING CODE (High Velocity War can* Zone). 55.o -72.0 2 1/2* 1/2 N/A 2 (BOTTOM) ,,7-6, 70 FI'--O'l 2- *,, FLORIDA BUILDING CO If I I __ ______2_j�/A - . '.. \ ' DE (High Velocity litur icons Zone) Z : No. 1. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 4 t It5lSO -720 I N/A N/A . 3. 1 2 (tiorom) fI7'-6* TO 8'-8- % -$% ' � knuo. I'C fP z I, < IP 2 � = I . IPL ---------- ------- DRUP, or malm � TIT '.. cl E of - ,-._._T�n_t_ COMPONENT __ ".,' t�NNNNAULUA ��_ . S1 - SCHEDULES 6& 2. SHEET 14, - - - .1 . - -----� . \ I INGIAILLAJONS ARE ONLY Or.904 'LOODE Or TO z i z Ot PERMANENT 09 REMOVABLE .. . S or-, � _. . , " r GLOBAL PROTECTI !� - --_1 / /26/2"o Mz .X. ft RZO, INC 20 GAGE GALVANIZED STEEL " or ANCHOR SPACINC FOR COMPONENT Qj) ANCHORAGE AT earom IS c.jvE% ON - I III . - b, �-..&R%;�.- . .1 %-< '... A It. �., � - - , GLOBAL PROTECTION PRODUCTS, LLC. d""n"N' �4M " .55 5. -'no OFF AND PAKEL'S LCWM Up To JE-rL � - R% " _N - I- -, � * ' , , _N. * 5 SEE DETALS FOR INSlAi-LATION INTO WOOD FRAME WI 11 smw mm , ij.., - -4 ..... �-_ i4-,',f, , "'. --;,e- FOR NEW WOOD CDOSrM"Cmw *000 gEmum 10 K SOUTHERN __� z ) A im, ,,, now, 11 Mil. .. .. - ...�t,_ "-".!, - W/ SFICCOW DIENS'n Of am OR [OVAL 11 - nUff TIEVING IF ��g E _. n S.I. 20-176 Ir"ZI-P. I 11" 1. 0_ ..... - .- - I- �11111'1z"," I ��`A � �_, ,!.42m_`, . Rl L -, , / ', � S. 51 !DIRECT �/2,:Ii , 2 ,F �� I clo"W col"I", 20-176 WIT WIN mi'mr,"' 313", Not.. - PHORS. (.P)."-�b. 1 ("HUMM-aral XR__..1. '001. (tU)O"-".$ I. (t�)M-glsl -176 - _ _ I'Lur _ W; ,T..,.�,Xk P�_.H` - - . SPACERS AT TRACKS INSTALUD ADANCENT SEYONq TO 1;TtXCO/WOOD BANDS '111-11Z� .N.II& . ." ,_ - nort--low, I Z - (-I Us ft < 6 SEE SHEET 4 FOP DETAIL APPLICABLE TC- THE NFC(7SSTTV FOR TMF NSvA1.LATVN O� ANDRE: (q. (�)W-4n7 20 - - I- -00fill �ff - ---L-'-- 0 t 1U,,`WIINIFPRIF/OkN RWL "I A .l, " - -!- __.. . 1"m 1. a n . I %P./-T-/[UTr WILEA IL P� P EL !it`[� SHM 11 or 2. _j a," - I __ I __ � I rILIAT, .16, . ..- i,wj Liolsoma IN, of sm/SKI4.1MIDATt - CA_ 10,111, - . ------------ - EA `Om no I I r I I 11m, I " I IAr InT=--_----- r74 I Q_ I . ND,. I , � LOCATION( - � -1 - - L= ('��)-- - DETAIL5. FOR OPTION # I FOR LIFE SAFETY STORM PANEL 1 TAG tolot 0 6 O.G. OVERLAP I I • I I I I I al i-- /2' 0- C. NOW PANEL--�-�---�- I-,. -_ , I . - �---I-- - -l-----`t- --- �__f_-�'� ;v. I � I- - , , 11 , F�11 r11111, I'll" .1 1, � 711,1]11�1 I CNIEWAP _ L - --- .....-I _.t_ I II " I tl 17 ;i ( 1. I . ; 1 III ; I . i I I � 1 1 1 11 (DIDPAHOL) iIONTONOR PAMEQ(WE�FIANU�4.`�:II,��,�iiiii,2:�I`t" ,1i��L,'amjIii11-1_4d,_1,��~ ':4�IFERill"UP�1J-_--I'���,IIII,'__I��i(1)I i F-�I;Ii��;-I-� !111!�IIrTI i 111Y, -- � I1�!�L"-:I I�11i L�IED�;F.��,,TOGLASS-,iIi -uld0-j'11"!I.-�,,1�I - - - • , .'. I 1 1 I ENO �.. __�:.,..._.-.._._-_____ --3'-- O.d '�. I ! : '-�' I !I i l , MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.8.1.) AND MAXIMUM A-S-D, DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDIN , _ , , I I i i � 11 2 & Iw/15 T. WSIALWMS_ INTO CONCRETE A CONCRETE : N I! , I ; I I , � AR', W/No LIFE %Arm PANELS LOCATION VIF LIFE ts" NOTE -�--"- .....__._�_ TRACKS CONCRETE SHEET 15 FOR ANCHORS TYPE to SPACING " WITALLADIONIS INTO WOW STORM AI CO Uss tHAN FRIAMIL3 ON SCHEDULE qrmxt ANCHOR SPACING IF YAkmW NANtME y • FLOOR MOUNTING _ : OR LAST PANCL) ,�_ __�___I-,t - -4 P.-) !&IIIIIIII, - C.) 1 3 311, 3112 I , L" � I V. W URM 0 6, D.C. J 1'r (V �� iHEvFt_ RAK'S INSTALLED ADACEW TO REGUtAR PANCLt. . SCE -it 1) SL;"wQ.t_2__ 4&v,�LIi.QqR_mOw_.CQwm A1_2QmML_S,__".! I Y. PANES CONSISTS OF 0039" G&VANIZUD STEEL GTORU PANEL THE FRAME DNS+DE OF AAE.; "I . I • - I. �,� A. ALLTE 1 _ ' WALL MOUNTING INS PANEL REOU E5 21%CK To BE COMPONENT (Z & � 4 , i528 -1515,0 3' 3' I. _L SHEET OF IHIS .-I- ll as * ._.�_._.__.. 1 3- -,-L----- _...-_._.�.__ NIA LENGTH FOR CICIMPONENT a) G I S' - _4 .. 140 • 0 GAGE GALVANIZED STEEL STORM PANEL , "IfLIO Iknw, �� 20 GAGE GALVANIZED STEEL STORM PANEL MAY z L VAuto FOP WI.D010 WITH AAA ATE STORM PANEL _ - I / ON PRODUCTS, Lm "'"."De' ,P*.. FEE -D�- -� I "GLOBAL PROTECTION PRODUCTS. LLC. DINGS ON qIIEE- 15 , OR%U.�,-*07 I EC101imic " .II, I 11LIECOlimc I, .11RO &. 51 $TRW Ft - -,, 0� - � . ..... w -�"i;�l,�, : / 11LIECO.., I400 Sr. FRANC PINE 4. 2, AND Jr., do SHEET NO. IS H 1.1 1. DRAW, 0, - "no/Im WIL 20-176 O%RVWD . .--.-. -.--- ------------..-------. , - INSTALLATION DETAILS FOR REGULAR PANELS (A, & j,, INTO EXISTING WOOD STMTURES 1= 4Ul`,l I - - - IA_.11 - F+ - - � . Red _.- , :=!=_-� - - I 1= od"Ptill 'i'door- - -- -�7�--_ =, - , L_.lPT I - _� t�=, 1 - To -F t�=. -T 0 ".-"" KARX : � / � li7 ,4,T :.1 - - I I - - I - I ; ".1 - - . . " j - � - F__ � r_Ik�_ %i;Il ..... __ i - ,,I,,- =I= 4 '_ I . I I . I - I ---F 11 I . �__ - - �---I , - � rx" -, I ,commoompto- I _. K_ - .,:: . , - . - ,� I �r / I _1 I z 9) 1�1 , I I - Q. I I �j , l. URWR, -.1 - 1 7�� P_ 4_i.nj,11�., -;;F`j -_ T - =% I -_,��, ++ I- f I I IV"— i - I i I11wur, - ] , I r IF 1 IAP. ", . .. 11 L *- .- .. ~. I 11 ! I WwWro 1 - !:�� I - - I - 'I, I - ! i I =,", I t . I -_-_=_ i _�, !P vow,_ 1 _., 9 . - ; I � ) A��, I _ I .1 _. I V_ - - I. I -A- I . - = I 11 -_ 9 ! I - ' I 'Ll - - I- ,4 - r- I I I I -t* i i I I -O, i � � I i Ed - WALL i I 'O ., Il - ; . I . 1* � M, I - I ! 1: SCALE: 1/4* - I* iW,/r I r = =4 � � _4 ..._._4___ -A El I I Z_ P4zi--wi t " RLL= I .-- I - BUILD -OUT MOUNTIN I - �_ EF� , -,,_ I --- ___ .- j �� � - VIN - - . I. .1 � j - - --� INSTALLATION - I I - I , -.%m=__ ,=. ,,.---- - -- 4 - SCAM ,/4. - I- = L '1 "%.= - CEILING & FIMR MOUNTING INSTALLAnON INSTALLATIONS - ALTERNATIVE SW WALL MOUNTING (SECTION AT TOP tS UMITED TO .56.5-67.0 MO. 15CALL: 1/4* - I* INSTALLATION ASO DESIGN PRESSURE RATENCI) SCALE 114- - I- SCALIE_� 1/4- - I- __ ;11.v_ IF I ! , ___ ""';--z-1`w - �,__ � FION INSTA.IJATION - SECTION NOTE ; ...... 11.1 ... 0 ... Or, SCALE, 1/4- - I- 1. INSTALLA IONS ARE :. Tit .;k4,, . - " 7 44 s,&' - - I/ 4& P -, ` ` _ . UP TO .555, -72.0 .0 AND PANEL'S LENGTH UP TO 8'-S' j� _�.. `\�CEN -,5P is, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2. FOR NEW WOOD FRAME CONStRUCTON WOOD MEMBERS TO HE SOUT14ER14 PINE NO 2. W/ SPECIFIC O4_NSIEY OF O',5 OR EOUA( z : 7 '- 1 .� PILL= INC 20 GAGE GALVANIZED STEEL STORM PANEL m ; No. 416 Z, In ____-.- _ - - - - ___ �_�\ GLOB /w/Sem, NOTF-FOR _COif!&MM"FUlQN I- ` AL PROTECTION PRODUCTS, LLC. Or . -11 . . . C` .m IN III SIMM OAx TOP & BOTTOM MOUNTINGS CAN HE . .. ..' _41.01-J-11 TALLo , � ". ONWO. % Ml# -176 �_ .. 071 , -lIwIs. F. jq%MW,vv, 20 COMBINED IN WAY !O "JET ANY -, � ", _�,Iod` 2 - -1 - , "'. Kdo --- I .. ", .� - -r! - - ,�!00067 1. - IVAWNG . TAL[ATION .Z - . - I - I.A. - NS I ofoo' �`Ldk/vt. -10 I PLUI P. I I � - _"_ Fiat Lk P ,� " - 2Tq7 � S;WT. I -------"-. - .4,07 I C • (� ,Dr, pp I ) �'-(� MOUNTING ' i I I. � I HSTALLATION - ALTERNATIVE 3 i = .4 ALTERNATIVE WALL FLOOR AMOUNTING -ALTERNATIVE -ALTERNATIVE MOUNTING ONLY VALID ED BUILDINGS WITH A.S.G. DESIGN LOADS "e�iuLw P A 3 sT , OF.- '''• 11LIEC 0 IN RID'' ANY -----.-- ;/4" I Sn' LOW &MASS RL05HRIC W/ INSTALLATION DETAILS FOR REGULAR PANELSJ'� & /4'0-20,2' S& US of I 1/&' ac FOR __ CL LIENGTH2i UP TO D-O* AR5 6 1/4'0.0 INTO EXISTING WOOD STRUCTURES I" LEM" JR TO 5-8' oo � ON IIII-10 � _ - I PA.01j"It MIDULLI � 12* 0 C 1/2' MI, "$tL�M __ __1I`_1_ rrr i I I - PER ml,ft ED '""' " No """" o, , I i I i 'L � F)v w-w UIP :, - 'a scKm of Il. . .4 1 1 �_ i " I -1 t I - � I Ii, ---- -.--' i 11 I � : I voi� I7 wow "'A'", I I I E 'I I z;w 711-1 I i 0 'W, l!" IF ,-, - - � 4nom� I'l '� " , - , , _�' , I - ` I I 4 1 1 1 1 :1 i _ L -- � L�44 II -� "I � I I -, I I ! I I i r--j - � I 41 �1� - (�) . ED : k__ - I Ir ,�j ; L , I ED ,# I 'I � : � � IAIOD .1 ! � I , I I I - RIAINK, � � � � wo.-D � WOOD, -ca. ! I : P - � mwu ) 5 � i - 9- I W ALTERNATIVE I—— -j'J 4 '---L-.--L--'--L'-' .3/8-1- SCALE 3/8-1- i I � -14 - T�_ I : i mt,st: : w � ; SEE SICNEDULF ! I I QM".rD"`=-1�W_ 6 L I � j 1 ON SHEET a I . to GLASS 1 zvn* ! I I I ILFFAARD.. l I TO IRA&% I- : i 4:11 WE,,, I k4k' r 1to: I I I LO I 11 _, V,-, I - __;; I , ; I f _ _ 1 1 � Vol I L 1 7'' De I To, .1- - t I - - ' I l__ I ." � t. 1 -A EQ� 77i - _ 4 1 rih;L,4:7 ED I : E ' 7 /7. �� i11, L 1\ -L - I I : I -== I i I I - , K.n , - IQ, I _11'. T / 7m MIDLIMP, IDNO SW% SLAHING L_i/� un .- - I I - -2o,2* S � FILS. to 4 1/4- D C I , NI AHDA_ I 1� . 1 /4 4D, . 5/6 N, . i � I I III/ 1/41". . � .- I "y L ___l,_ __J 7 PWW1 Irm"I'S Is, To 5*-* AND A i . (i) - I /,. oc " 11,4"N'S UP to - -- � 1 � no j,O PARE -It In-, do on 1 =' , Pwkw,r -,m if I; ,/I- D E .3r, I 1/.N` - � . 1�,=.N AUERWIVE 3W ALTERNATIVE 4W i , ./,. IV., or FODITIRO wow ,/"-I- scACI 3/8. I - � .I IDNOTI's .P in ,E-61 UP, I .fcL`-R1PO I AM ]T C 0 0 0 M O'N US FIRM 8 EM N S DIRECT MOUNTING INSTALLATIO BUILD-QUT NOTE - SHUTTER TRACK$ NOT S40WN FDA MARVIN AL TIER ' Aj I SCALE 3/6-I, SCALE 3/8-" . '11.10111% fim� t"A", P, ,% � !!�'/, ;P\ " 1. IN%'AILA710NIS AN LOADS e_`,�- - - .... T - 4 , `\yr r *-.. S I, ' z. �?,, , . ,ENS, . FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2. FOR NEW WOOD MEMBERS TO BE SOUTHERN S -, `16 -. , "Imot, "TITLE, w r, CIF)C DENS,T'Y OF +55 OR FOUAL 1 ., NO. - ~ !!�___ PINE NO, 2. w/ SPotk . - !. 20 -, F I )F D _ ,o ( twa .fm ,l;wwHgm_x_UsTij 1% , s � EOF / 11LIECO.. \ DL`E - T - I I 4400 Sil. Ell SVW . 11\0� Il.er�,_ TUAdT TICIPI'Mil gi�� I . 1 1331. I� -�- �, �-,, , , TOP & BOTTOM MOUNTINGS, CAN BE ..� .. , " * I"Ood"N' 20-176 COMBINED IN ANY WAY TC) SUIT ?��.ss ... . Fled.. - . Vd,__I. P.w. (".)M-� 1. t.N)m�?. INSIAUAWN `111'��1111, , N I,, � e ---,---,- i".41=4voel I , .I. - 4 C' ,, Fu,�_::�-_ R.L. I'D., '. .. �,. Ml I . Ho" I SrAL,-��I'MIT��- I I _-, I I -------,----.---- ____ - AiAXIMUY A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPOND]Nrg MAXIMU "L" SCHEDULE VAIIEI ONLY MR PAMU-qa &O WYA"TKM AS PER SECTIONS I THWU 10, ON SHICETIS 4. 5 to 6) NAF.- "o, IRI,L P. .Emp I UFA ly" I ARNRI I. -Do. � 7pm jSVE SECTIONS) _� I .. DA � _ see _nD ,'-s* OR Luz � g ,/4' 1 ~L,FD � I .0v 5 a r 111 ."S.--no �"-V' M V-11' I 7 U., t uf4o�f(P 1 I nowDa I - - ----- - - - I - 1. --t - ------- .. -_ .,o - no ,fl i _!` 10 11 -2- - � 2 1/2- I , At - ---*M- ��P.45(" - 6 -.-- - .-Its, -0 0 12* I' OR L"S � 3 -/2' � - fiwmoc, I S. - �_ ;� - aftmt, .1 v.'s-mll" 33 .- & wmcw It 0~ 6 W&X.vm or PoV.. MAXIMUM A.S.D. DESIGN PRUSURE RATING (0,21) AND CORRESPONDING M IMUM ANCHOR SPACING 5CHE12ULIE FOR REGULAR STORM PANELS 3', & l!W INSTAUAIIONS IMBLUMIND-C21CME- - 4NCRETE BLOCK STRUCTURES (VALID ONLY FOR PANIOLS 1001 @ INVALLATION11i AS PER SECTIONS I THW 7, ON SHEETS 4 III 5) -W. ISO � - .monomm, W~, VOW t a - 3 ,/2- .. - - _ -1 _ . -T KVIE - "PIC11=, to I DLS*N 1 Twon - w LN.--colm - -_ - IAUK__._ - - ,�Tr ,nellif Ill PANfL_ , "UssLiot --- T--w- I " I- _1IU___.1_.._1_._% _ ANY Col..,. , ='-,1,S RATINC (,., � 1. COKKI, I ,,ORLOV. 1. ,DIDEPI I CONCRETE` 10 ,Or,CNfq coll�m To co"Idi'm I to,omEma-v; 1 Oom Of DID. I I &OC,` OLDER 0-0. A" I moc" I i 6. 1N/A - - -__a':_-T V, I (TO*) I q, ./. A/A ./A i _.d� - . . I , . N/_A4_0I_/A____, __-.- - -- ar 5. I S. I .. - -1 (IdIT-0-M) - -1 - - - - /I- 1 - A * 0, IIIA 6, ! .I. :. , .1. 2 Elm� I t ___ '___ _ L_ _1'__.i - " - - - ' - - -4 - '/ t_ 5- , N/A � IF : ./. 1/1 It. I It f .1A � [_ _ I/A /A - - _1 2 (oanom) !-6-I-_A'� __ _ 1!45� -no a, _� ./. ,I/. .'N. '. � w. 1 I oo/; N/A 3 6 I (TOP) I 5- III ass _'._ . - -- --I - w I v ./, _ � v 4 . �_ I. 6. I I' a (w,w) ! 1 I IT, _/,,., - 4 . . N/A"k//AA - - - le, � N/A '. . ,i;- -_ --- ;�./A I . ----- - -I- _ ___ I (TOP) � - -_ -_ - I— -_ --,-- . a-. - T-r a : --I -, - - I . 6 0 ) 1 1/4 N/A It * " I I I -- ----- __ - , . , .., 14 ...---,. - � - -_ - - I -_ 1!!�.,� I I f"i._- I 0 i� ; - � I , �, i 0 1, f , uor/wrlc9f, , - .1. ./A �2 1/2 . 1 , 1/4 ;7 ,/-I'- I _ _�, - SEE 041173, 10 1, 11 FOR AACHURS TYPE A SPAC" MR INWAUAF� Alto WOW FRAW SLARDIM WNW AW.MR SPACMSL AND �UN CODE USIANCE An MUTED ON TKIL SCHICIA I FDA 9 D L17515 THAW MUTED, OR MCCULE Ruk" AACKOP VIOM FW "Ilk.04 EIPACM $No. ON sc"ED111 V THE lou FACT0111i MR " OPICUTION TO SO PCSWU, REDUCED VACM OVAPIC0 U&NC FACTOR . , NOT ft LESS 'HAR AUN.R. SINRCM INTI&AIED foll IAOI ANCHOR " IT 1oft -ID9 A� TM I/... I/.1. I/e. ,/.,. 1/4-1 111. MoI1101014"'ol, "N'Doo .- "Weloo' RUNDURT, __ ___ , P" ,e ,,k'�,�, 'A - ' T14 Z 71's __.. _�t�.;=_"V% VIT 3 I ' 31. - - - ..- C;;;W�;T111 - I 111.11 121,"I___ , I , E N,ye - . • - I K _;_ I 1�1 w � - " \,\ru -A Velocity NO [Con# Zone) I _20,Iolo. - ) _ .r 3 1 36- I,/, i- -I J FLORIDA BUILDING CODE (High I .. .1020 IDLITCO. .. 11 _2�� - E ; No. 14167 '-: 1 20 GAGE GALVANIZED STEEL STORM PANEL- , . --- DRAWN R, ...... I _; I - 7 - .- -.-.---- - 4vr: �-�ia . I , ,, 1 0'.. STA E OF ' ,I ----- __1 " "n""" - , - . S .P'. . 'I � - - __II;Y11 - 9,- I - � GLOBAL PROTECTION PRODUCTS, LLC. DATE I, . * - -,�;I�) 6. ,I. n "". '. " -,;, 11LIEC01mr, � "WID %* 51 � " , - !,�� Erj . ..I? !!AtflllNl �jy� , It 9-w� c IN' . - _,_ P., PHONIL (�)t-N-PS� IV (�)M-Isll? 20-176 4 �4_ E6:,1,__•- - ".) .1 -, -Modo- , ,._, -I. I D,VF 1. "A - ;;Aw;;.-,.i7%TL _- CA-OF06719 ii` c#7 - - 7 VINo, LIV A P - 11 ;4:7. - ;w - .; - II - rlqF- �\,• : . No. 44167 %. � . . ID ftA . pow PANCLIM11' Puri * - } MINI , I I ALTERNATIVE --"-L!-.-j SCALE " 1-- 35. Aew>t® ; 1 I g -- "-I- AT � ., .,n , Ft IN OF Mn MATT FOR � SCALE • j INSTALLATION ONLY VALID FOR BUILDINGS WIIH AS D DESIGN UP io .55 Is, E-120 PSF AND PANEL'S LENGTH UP TO 8'-8 FRAME CONSIROCIloW WOOD 0 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRO DUCTS , LLC. .� ANY MAXIMUM A.S.D. DESIGN PRESSURE RATING (ja.9.1.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS(j'j& 2 INSTALLATIONS INTO EXISTING CONCRETE A X STRUCTURES (VAUD OF&V FOR PAINELS(Ok QINSIALLATIONS A PER SECINONS I rHRU 10. ON SHEE-TS 4. 5 At 8) $ CONCRETE MoxwUM __ - __. MAXIMUM ANCHORS SPACAK) FOR CLIT - 3 1/2' ��_ AITUCAMU TO _ A S PRESSURE i ' ------4------- __________,_, - 7 10 Aw CONFIRMATION 'ENCIN v ln) to I I TO RAFING 10 CONCIMETI! COW'DICIE 10 CONCREP(i C001TCORE71 To COWRM VONCAM To CONCRETE: CONC.Im 1. CONCRETE CONCRETE 10 CONCRETE i COKftn or bf. (P . L) I foxir I BLOCK I 1 SIOCK I i I'loc. ! BLOC. ALLOO, I I I I I - C. I 6- 1 N/. S' I N/A 6- NIA N/A I N/A I (lop) j__ -_ - - -4- - --.----- ----.-- - I 1* N/A N/A - - '. I 9- _ 1 6' 6, � 5, NIA I N/A I (BOT10m) _111_ - 6� k N/A 6' 1A - 6! l N/A N/A 5' 1A N N/A N/A 2 (TOP) 11 C' N/A N/A 1* I N/A 5" : N/A 5 . N/A N/* 1 NIA 2 (BOTTOM) - ... j___--41...,. N/A_ EE-E' OR LESS I -_ -.8. I -_ N/A 1* j I' /A 6 . N/A - - - I . 1 4 6' 1, I , - N I N/A 3 (BOTTOM) �- I ,"_. f . I N/A N/A N/A_ I" A_ I - N/A 6 N/A N/A N/A 7 (TOP) ..! i--- - ----- _ _ _1 _.____4_ � I _1A 6 4' 4/A - N/A _ _ _li* 6' 1 6- 6. 6' � 6- N N�A - I � It - I ��Tlr`-) - ----I - - - - - ---- - - - - _ N/A I N/A 12 1/2 l 6 1/4 12 112' ; 6 1/4' 1 6 I/I` 6 1 /.' 6 1/4 , 6 1/4 N/A , N/A 5 (TOP/67nom) 1 1! I *500, -5,3.3 NIA � N/A 12 1/2- ; 6 1/4' 12 /2' 1 6 t/4" 6 1/4- 1 6 ;/4- I 6 i/4' ; NIA 6 (TOP/BOI'TDM) : '-2' 6 1/4' 1 N/A .55D. -72.0 N/A 1 N/A 6 1/4- N/A 6 1/4' 1 N/A I, )J.' � 6 ;/4- 6 1/4- ,8*-$* To I 1 *-2' N/A ' N/A N/A N/A N/A 1 1 N/A N/A_ I N/A 6 1/4' j 11 1 4' � 1/4- a. 0, + 1 0 (TOP) I � 6 A t N/A N/A H/A N/A V 6' 1 6 l,'4- 1 6 1/4' 8 (BOTTOM) ; -------I - -Tom) 12'-4' OR LISS - . I i I 1 .43.5, -490 :__ _!__ - ��/ OR LESS 6 I N/A A T,/A N/A "/A N/A fi. � , . 6 1/4 9 (901 , _it � _� IN . L_ -7 I NIA I N/A I N/A I N/A %/A I N/A I ./A I U. DESIGN TAPCON _`1 IAP-cor -- Dim',; PAMCtt ZINC - ID - - - --- PANELUATE PLUS --- =--s-o" .----- SECTIon IF A NAUIFFUN PANEL k , N/A N/A I 4/A 6' J t555. -72.0 '. i N/A N/A � NIA 8 . I NIA 6' IL N/A 6, ! N/A N/A _ N/A .5 a 4_(TUP)_ IlV-5' CO N/ I .IE-11* TO 11 I 6 I/-' j N/A I N/A 6 (TOP/BOTTOM) /4: 1 11 1/ I N/A N/A I 6 I/A' 1 6 1/4' 6 1/4- I 6 1/4- I 10 (BOTTOM) , Ietarn, io, if AND ig FDA ANcHums m & vWO;mG FOR IN&TALutrom INTO wow FRAME Etwo-mmit IRNORLM AdI WACINOS Alto UNIRRAII COOL OtVAWA ME .QICAIO) C. IKS ScREDULE FOR LESS THAN MICUIED ON SCAMILL REDUCE ANCHOR SPACING W FAL�PLFPG SM-14 SHOWN ON SCHEDVil fiv InE FOULOWNG FAVORS , FOR �j OPERAIK). TO POSSRAL. REDUCED S-KING OBTAINED I.S.0 I-ACION, SNALL_ NOT K LLS5. THAN, MINIMUM SPACM W&4^TED POR EACH ANCHOR ANKNICAS LEGEND AMCOR "m 1/416 ,/IV. 1 1/4'. 1 1/4*. I /4'. I /4-. _ I"" Q, W-W PmcLNAt P'M-A Cold- soul-ist .--�..!!!!!!!!�!,!! _ , zp?.., .. - 3 ol%r, = I O" M" (.j 2- I , q 3 1/2 I I �;r - MORK rA am omadmit IF A -C I 0 Is - P _ 'm -1 - . . Iq!!1 . - - SEC CO BE TYPE AT c!at>-..-...- 3 -2-_�--i I _.1 ) ce� I � / IzL 7; A, 0 .z; 15 -.0,40, LA-1 CD .r- , C 0 ,�" ,- d " 6 C"A- C� pl- . , " 1) 0 1 � I 11 - .'!� M " , w 0 - 0_1 3; , T 0 to w , _ I ]�� 7 0- I,, I llrl� NSTALLATION DETAILS FQR REQULAO PANELSILA-lAb INTO EXISTING WOOD STRUCTURES , :�', PAWALMATE P LA , . 11. -IT PLUS 57�'O PANEL -IQ , Y/ /4' O.0 W/ 1 7/8' 1 : ILI, :j c /., ox W/ I .,/b. I � � 'a' V , 111READID) PENFIRATION 0 ot.,PVEA IMEADCO PENCIIIATiON It -i--! I I EXISTING WOOD 14CAMA - , ____ I EXISTING WOOD HEADER -.-- . I -, EIIIIINC WOOD IIAM ! i , I I I , . I ! I EDER, Vol, 0 1 1 mor, "o . .1 : q 1 6 v., ot I I 6 1/., 9. : I "o" "` I I WOOD AOER 2. � FA " . I e I t I "I . - I .I . - M I 10 � MR, x1oulkn, .1 - 7 A - _,L (11 I �; '* ... i I I I _� �Ij -I - ;, �, " I I t I- __ i, - I 1 0- _� IF "I'D' -11 1, � - f , LJI_� ! in unamAt all � I X, ��%` I In I14butr ON I LiLrImull.-_ � L � v ' � nom W � I ' : : i ... - VI40ADON , I- Ft SE . I I I . ! -to .-Ag."ONt ; I 10 (Air . 10 GLASS I I I It— PAWL tENGI" I W'. PANEL ! 1 "I", ""' O * � ./.,. �,, is ME Halt 1) L ./I,I _,* (,rF MOIL ,) V. . FT NOTE 11 . Ili". I I 4 & IF, ,/$-, I , - 1 i Its . 1;;� 4 � .I Fi/ 111FIl . tf" I'D, I . PIN; ., . 1 .3/w. wom, NOT * � I ; vn* I . j �. PO I IF �§ . I ! -1 N111. _ I VWPP OW(AILAII � mo I L . � I : i I f I I � i I � . I , . I wx � I OF 1- ; � I wx I : I OF 'L* No � Of 'L . I I IMAIL ! QU4, � 't, i il I � I , , . --- 7 1 i 'f- w. I , 11 r_t"7---- '� 7! %F777-- I . :: I I./ I 11311� _ .= -I'll.I—. nN, Inr � lowl. F� �_, - I I -.1. I ""' /3,* 20 I . � WD, I - - - � I I I - . I � I To 4 , I I., I ---L---- i � I , REWS 2 D PLATE I . L)4-10 PANELMATE PLUS RJO.,41, 1 1 1 -.4- WOOIZ'.4*-1,011P,ATIPLATEMIN THREADEDCOVOREDGo" R I j , � I N2;��Irft) I "I , PV` - A' : a 1/4" O.0 */ 1 7/9' MICVFDT� OF PLATE I 1:` THREADED PENETRATION 0 1 � �, I MID W01. 11 IIAII 5i OC STAOCIEREO W/ ,= IPY�, .. , 0 EIIETRATION At MIDRADTH . I I - I "' , "' , �! 1 . DIRECT LAWN I I , ` I I, I flesm G INSTALLATION DIRECT MOUNT 6 IJLL MOUNII 9 INSTALLATIO SCALE 3/8.1- QwItiff - vAr 3/9-1- SCA`x 3/8-1, ' * I. S FOR ALTERNAITAS SW. 9W & IOW ONLY VALID FO MR%, ' Up 10 + 43 . 8. -48.0 P.. t, AND "'111111111 ISO DESIGN �OAD' � - ; �N_ALE" UP 0 2'-4 _% 110 1;� � ... !'�17 . ANEL Ca. I FRAME,CONSTRUC ,ONOW00D MEMBERS It) (It SOUTHERN .. -�r ,�.R 1.�. 1. I z L, ENSj`--:? 5, IN, D , to, or 55 OR (UVkI . �1% FLORIDA BUILDING CODE (High Velocity Hur Icon* Zone) z � No, 41 II'StO DLIWI - 1,` Non FOR COMBINATION OF SECTIONS - . . * E 20 GAGE GALVANIZED STEEL STORM PANEL 0%dW` BY , 2 * * --...-.-- . TOP ,it BOTTOM MOUNIINCTS CAN Of T TE Ot = - - ,,r �, COMBINED IN ALNN` WAY TO SUIT �.. S TE OF _', GLOBAL PROTECTION PRODUCTS, LLC. ,,, LF V , , Rik , )-- / 111LIECOisic ~ S. - V Rlk)'�-�, I YU.1, ?C"wia It CNO.CMNG 03 . 'I =I. INS rALLATICIN , "L I - V_�_�Z,',_ ] IN, UPAN -176 ik� I R_ - . " RNomE Eww" rw rm (mwKwo-vo, 20 - P`R,KF_,_ , EdW__ V _______T__ 1 - AN -Good"If . -th� �-O� - - I , __ " A_TAJ_A� P k � IV ar 24 rDo'6S I "11"Z"It" , ,-.4107- �- - - I - I 1 ( ( n Smu a ' LENGTH I as .... I _ "rim 0 . � . I,N* or I �-i -mw�_ I ; - -eowf�'..'� -_ J, 0 I� Z' - to , --- �,MW; iI 10 f 1. _. _...__� 1...._ __ I .: 1_�_ I .. ., ' I! Ulc, SC �''' �••• OF PUTS DIRECT MOUNT BUILDINGS "L.5 LENGTH T 12'-4' PANEL'S NOTES: i. SPECIFIC pEor DENSITY ` ANY "�, -.0,,:'. . . __�- .6--j 0 a) C_ = 2 -L-- = -0 -0 = 0 .S? -= a) II.- = = 0 U_ :-� "...... m m - . " .D a) " IIIIIIIIIII, 0- Cn ,N,0 ,_ CU C:)- C_ CU -I.- III- (n < L� l. In 71- X'I I ; W J _ ------,-, ___ -.--.-.--,--- --.--.-- --- CONC-7 ANCHO" commli ANCNM -FOR 00.,04111: woo". SEE SCHEDULE ON WE I., .--- ____ _,_________ I I -� -, (SIDE Scmiroxf ON (SIDE X-110.11 ON "Id doon SOONER SEE VILT, I, - I " ') 1 )_ � 8 - -'\\ -3. f 11-3 At rERNATL __� " " ( _ , LLLL ,W. . , 2 & 3 SYSTEM $for ") _\ I &.IF, 14) L I S`C`QN ON 2 &.Iw/ 5 )L INSTALLATION - 114 2/4. W4, 114 CUR, 4/4 1 - (1) 2. I " ^ - - AT END PAWL 8 � - . t Potwo CO.C.M 1 _ �i__ - , .I, aP ft '. . , . - - .. -, _ - L 17 � - -I,, 7- __ __ - ;/4 W/ j! _ _� * - I _J __-:-T- __ _1. . . __1__.. 1W!" It 11_1 i _ 7- IT.. - . - --i - - __ - - ___-, - - -_ . I I � _ I -A- ----T -- I . STUDS 0 EVERY I .. I -_ -.1. I I. .. _ - , '19,_ .."" PENETRATION _ Ll!* I .,4 i � I � 1 j . PRIN RON WEADEN, I ___.__.__i I \ . ....' ,iTT�TTT_TTI�jl' I j ! I i 1 1 1 I i L � ) k ! 1 1 ; � i I I ; i � - �' - 1-111, "'A'"o, ,,a- I -Fff _ _ _ �J_ 1147 1 1 . i I I POtRTO CONCRET,F I I 4-L ji�, 1 11 -_ REQUIDOD I il I 1 I - I , __ , \ - q i - I 4 - ,.- __ I I I -_ - 1, - -, i r - \ I : - i411,----Cw.��-__4__-1�r1I-+I9'I-I11,�I�II,:I,,i�')-�41!."I,�i-�1�I11�CCASE)�I2�T1Ji1_�-1(CASE-1� il �IIm7 \�,I -_-_I, 5/6\�,�II�IS7UDS 0 EVERY!UNI:,�1�IiIT I . I J� , I -�' _ L I i 1. I (D - L �'j, A , I t__ f ; � � I I ! , � I [ 4j, ) � . i ; I` 11 1 -I'l 'I IL� '' j J] *, i I I 1 I 1 � 1 1 . _____ I � 1 V 1, I 0 C) .-I.-.- - 1 IEI�2 ,_., I i 191 SCnFw%f . I - � I L 1i om- I t-m sc.[&,u oII I : � I I , .� I _--_rI I.EET 141 -- - , � t I I ---I .- I- (HIS) -, -.1 +-.'.. . 11 , I 1, I -t- I , to, t L - 4 1 ; I , tj t � I \ I i � ., _L 4 - - STUD 0 12 1/7' 0 C I I I/ I ; 1� I , 7- ! � L,--,- I F Lz I ": Eo� I __= _"'- NIMOM PANEI - PANEL I � I ,a , 11-1 I 1 1 1 1 ! i ; 7 , /. -, SEE SEE i \---IN7[MDP PANEL -ENO PAND � 1 ! -4--i I— '/.Noo� m! --- lL_,/.,* RAEHUmE 0 I I ! i I I , 1i I. SCHUDOU § 1/4' 1 Ut WON HILLOCRA - I -, -11 9 I , ; I I : I � I I . I � rq I 1 �m5m, ., I , 4X;� * ! ! I 1 1 � I(,, 161 I , I i L R - . I � TIFF I I -- _ I _ I - � - - (��, 11 �, : [ _ SCHEDULE 01 Of Lr - - -, . En.'r t 11 /I / - - , % 5/!. _ (CAME Ili / : 7�Ts./ , SPCC LITS 5( ! ! ! I 1 ; I ! 1 1 1 1 t, ; ! (B OR (T�," IOR U. -- Fop M. I SCH � Aroodum, J# 11 / II, � I . I) "�?D, -r ' , - - I '/#' ' � _ ANCHOR ANCHOR 1� - - iIo,,, I , ! 1 1 I I I I (R - (§ 50110"", ,. _. 1 I 1.1 or, 1/1411 � ?.Te"'n - 5 W. 4� I . I : IT FOR III #2 Fop i 2/14) � � I - i . I I , OR DIRECT MOUNT SPALM !;PACFNc "ANCHOO - ANCHOR � � i I I - - i I I I � I L 1� - I 1 4", 1 � � I SPACING SPACING I I 1 � 1 - � i i i , ; [' : I i i I ; I i I � � . ,'-S' wR, -1 -----.--.-- 3- "P - -1 - 16- I I malotto ! > I ! _. i I i i *4 __I__ -- -,%-.-!. . � I ! __ %, L _ 4 - v -W.3/32, � MWAREV , I , - I :1 I � : _TJffJW1oE� / I , I i , 1 I I 1 1 , 1 � to II/'.) I , ) 4v',L- I � i 1 � � i I I (40 1 WEIND "E'DIR, : A , � 1 i I ! I � I � 1 W, vv� I/,. ! � . , i � i I i , I i I i � I I r.-Ex"FoRl DETAIL I : WALL MOUNTING INSTALLATION (APPLICABLE TO ... 1) DETAL 2 ; FLQOR MOUNTING INSTALLABON (APPLICABLE TO SCHEDULE 2 0 j A t i I � L j jim.11IIIIAll IDGIVION SCALE 3/ir - I- SCALE 3/16' - I* 1 N". i �,, 1 -�, VUM01112 I � � I 1 1 1 � I � I ) � [ � I I 011luROPARTIE; � I i 0 I E------- , - I : i i � 11, . � I i(my ARS Ill. AUERWAE-1 ALIERNATIVE , � Ot : , , !� � � ! I- UACHR41 9 CL J I � I 0 I& ,T) I/w - , SC IF ; i I ' L I I :1 j I � ill T_ I I I . i � -� 4' I ; 44+7 ' I ' %- SCHEDU , � . 1 1 1 . , i ! F I , 11,1 � �IIA i INTS) (Mr I'll ,�,fl,?" t IT ,=,nT,, ! I ! I I I -i � MAXIMUM PANEL LENGTH I love 0_ "lloof c - 1 � i t U CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT A, FOR On I/ 14) i � . __14`_ I. RON WALL I .1 I � I 4 1 IW*A*M I i ;- I ;_ .,%`P1P1L1Q&E ONLT. M.11LOVICS-A A;__4JQWLk_rQL1 AOL-IMIF01-51CIFA-PAMLL � 11 I � I I I t ; 1 Ljpoll/IIII 2/4, 2A14. 3/4 OR 4/4 2 & IW/15 (n BLOCK STRUCTURES SY1mM_Qm_$jw_L31 I , i . -.10 � I .,..� I i , I � � I ; AiTFIRNATE tOCAVION = DI i - u�� %t WHEOL,Lf I I < I I I I 11 -1 ON UPE SAFETY PANEL L_ SQUQLL k-I ; ,r§, W., WAL-III0910. C.QNW1ONSJOP_*_J1OETQN X _LJ)_.Ia_A 1127 * INIT.Of RADID, TO - I .-- � ON %wv I- I -, I �� I I- lKlowl -_ --(.,) -_ I F St-ARAP" I � - 9 -IIII-0 I I I O I , -,-,- � 70 OtAW, ., I - _j , i I I REGULAR PANELS Wl OR Ft --� - A.S,O INICON C, I'Ll-ohl, EAP_ INNEutor 11OWNE 0 �t� rL5 ��L TO .... -n l 1-41 - to' I 0 � I ,j,1!-__-L- I It SAFETY PAN I- t I _- I . I I ._ .... ..- ---,-.,-.- - - -.-.. _ - .Aw_ t 11 .1 . I L�, I W10 WGIJUUT fSFE NOTE I 0113" To T6 TO To � I ! LO . 11 11, HICLOW) I LAST PAIRD. qo).� K w `111�1, " .-W, to To I C To ONDO ,I M - Eot'j":". LEADT" -L' (.,) ! 1 =3 CONCmv ARE Oft . , PANEL STNIFLO AS ctw_vvt CON,im CONCRETE WNCW,r CoNcpm ON,im 00"CIRET, con CONCRETE � I OR CD / LIFE WM OFIL.0d, sfwi RA7m I- __ - or YNE. SU FRAME 11VILOM I �_____ i I , 10 �___ ro, , " \ � � , BLOCK KOCK eLock FROU RLOCA � � I I to ca (VI S'NEDL" OR - I , 1 1 i"Er 11) Cl-Al " _," F. AbA& OPTION &I FOR 41EE $AFETY WAYS SE N/A 1 & 2 (TOP) 10 FA(XjEo;"E"0W/NWjAA _wUl ANOoF whD'HICS AND ".- Con. DISTANCE INIF FR000,14D . IN't ScHrou". lop tMA I* " _!ZA__,_ N/A N/A O" 1 NIA _-6, N/A _ _1_ - I I TVILVPIO VAC04 - , .1 - L 1 i Cal - I I "A -ROD 41DIANCO To HE INSTALLED OR PrUONFb 'ROM INSIDE '55o� - 72 0 ' t. ____ a. I - I - - CONCRETE ANClOn OF SIRUCIVRE 9 I 9- - 9. I (Pollom) FKDU= VVIONG ONTA"m USIUC FACTOR SKILL Nor INE Lu% THAN UHNIsw !IFINCTIm; il 11 - ____ N (fin ScHcDou: tw I I v - INDICATED fOR lAClI ANCHOR TYPE AT AUNDIS I.VOINKI - ROM Pu'r, / -I--- - & 9' - 7' 1 D. I i�__ ___q- - 5'-O' OR LESS S"CW% ON SCHEDULE SEE FIE FMIOWM FACTO" MR INIS ORIEFULIXON TO K POSIME, I. ______ . ---.--,..- - ___', - j ELEVATION '. N A N/A 1 N S' I N/A 6' I N/A !�_ N/A I & 2 (�rjp - - 11 REWIRED 0 ,550 -72,D - 1 ,5' 0 TO I -6 - a `Rn 14) Sr;NLr 3/32--i. 9. 5' �. 17 112-1 0. 1 9. 9- I- v _�tf_w) I Oxmm TOME 1/4-0 1/4'. 1/4'. 1/0. ./4-. 1 - i I � I � I ,� L_ WALL MOUNTING INSTALLA710M WAU AMD INS I , ( - I �. )'L.rt � I i . ...... _ -, 9, I RIVIRRED i _; -�-/A W/� � ;I/'� - 9 14 A , . 'A'". "*-4" --r RROUR., --. I - SCALE 3/8* - I' - SECTION 2 SCALE 3/8* - t, ( . i; C I N/A I A 2 (lop) .. , 10 IF-41 - - ,- " _.______ - - - - - - - - 'I I :;,� - --,� - -_ $ . - SECTION I 6 @-,p .. -1 - �550 -740 - 1 � I -0, � CIO a- - -1 1 �7"6 "` "' , .1 M4 j� 11� I I '. i C-- - --. 8- I 9' I S" I 6, r a. 6' 1. I I (BOTTOM) I .-. w �. vxm C.) 3 3 3 3 IT In � , I 'j - � --- ,, - I , I \ \1 ne, - J, NO711i-ON.101 E Sffllj�,SWRMI _P&W__Az4ILM_1WaIALLbIfQl9 ; _ tt_ .... __ - - . __ \ - I JFE SAFM STORM PANEL CAN BE LOCATED AS AN END PANEL ("IRS w/ 1 1/2' ALTERNATIVE _3 ALTERNATIVE -4 0 a) UR AS AN INTERIOR PANEL (ANY PANCL LOCATION IN BETWEEN END PANELS a "ERN. '. Amum. rA "SEE mwmm - __; ANCHOR 2 " , � ,-! �IFF SA f PANELS MAY OR MAY NOT BE .,1_.1.,,2_* * I ,�T , " THRIADED PENETRATION OR U) W/ ORVIW/C REGU(AP TRACKS.) -.U. *so "'A � 11w 0 Stv - ETON, TOP or .xu) w , EVw to r APPI.C.ABLE 10 I VI - I ,:.� - � I __ " I 1 10.4/s, LONG � ftA.,�C A? " m now III, wAwo* i L /:.204- _ 2 LIFE SAFM S" AS SECTION 8-8 US" __W;� - 14 . ____ -,---L- , SECTIONS " MMMUM PANCI. ) - - I. 114'0 20 pmft�ll FIA'Alf 0 of NATIVE WOOD CONDITIONS A ANCHOR LOCATION =IN It ,nn R 0 6, 0 % , '12- w . I. HENT 6"" - SHEET 2 OF , el. - I" __ ,li), COMI&NAT,01 LENGTH %* (ft.) 000 . DO AMONATE " ,C ,,, D "fo OF THEY e Z-41" - "" -m W, %NOWN Im QARIII - -_ ODNI QUICEL". I I � kk 726 COMmPEOL ALLOWS ITSELF TO EIC DRAWING SCALE 3/32-' - 10 I 'm - I - - .." ______�_ TNRIAEF "W.A- 0 `NG WAID STRUCTURE REMOVED ON INSTALLED FROF0 T 3 In' I I 'J.- FoEt vw,,T. - " m . N& oo,11IINNFINI, 901-OM TpA(',' to ....... , I 49.1 2 (IJOTIOM) 7--b- 2t_ !Ss `\)CENSe '-. . N %, _.tl I . __ 's ,�' - ,J�kj . �. It o��. I. , 7 I U11 "I'll, _ __�" - 4' 2 (ROTIOM) r-fl. OR . . '.�!�lt . �- __ 4_j/ _� ____j ,_(3� _ _ - ,f��. ALLATIO -1 LIVE SAFETY T_ I I. LIJ ........ _�_ -------,--,-"--'-'-------""-"-"-----'---"'L'.-,- --- ____ ij .... - , .. ..4 % _,2, 0 - 2 )/., 4' T,7i. 2 (BOTTOM) 76' OR LEM f .: No. 44167 I, A1M1LRWff_tW_ 110 =3 BE WE .1 I�All I -1 'D.��7 '4� NT J.T , . ."ALLED IVALL OR FLOOR MOUNTED FOLLOWING SECTIONS I a I . �5$ 2 1/2 _ 5 ENi .. IM E N S,r I. .--. __ . . - __ _ ------- . - SIALIE: S1W - " 14 1 2 2 ON IH6 SHEET, As WELL AS DETAILS I Ill 2 ON SHErl 14, . ,\ � �-,.--. 7 I m ,` FLORIDA BUILDING CODE (High Velocity War can* Zone). 55.o -72.0 2 1/2* 1/2 N/A 2 (BOTTOM) ,,7-6, 70 FI'--O'l 2- *,, FLORIDA BUILDING CO If I I __ ______2_j�/A - . '.. \ ' DE (High Velocity litur icons Zone) Z : No. 1. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 4 t It5lSO -720 I N/A N/A . 3. 1 2 (tiorom) fI7'-6* TO 8'-8- % -$% ' � knuo. I'C fP z I, < IP 2 � = I . IPL ---------- ------- DRUP, or malm � TIT '.. cl E of - ,-._._T�n_t_ COMPONENT __ ".,' t�NNNNAULUA ��_ . S1 - SCHEDULES 6& 2. SHEET 14, - - - .1 . - -----� . \ I INGIAILLAJONS ARE ONLY Or.904 'LOODE Or TO z i z Ot PERMANENT 09 REMOVABLE .. . S or-, � _. . , " r GLOBAL PROTECTI !� - --_1 / /26/2"o Mz .X. ft RZO, INC 20 GAGE GALVANIZED STEEL " or ANCHOR SPACINC FOR COMPONENT Qj) ANCHORAGE AT earom IS c.jvE% ON - I III . - b, �-..&R%;�.- . .1 %-< '... A It. �., � - - , GLOBAL PROTECTION PRODUCTS, LLC. d""n"N' �4M " .55 5. -'no OFF AND PAKEL'S LCWM Up To JE-rL � - R% " _N - I- -, � * ' , , _N. * 5 SEE DETALS FOR INSlAi-LATION INTO WOOD FRAME WI 11 smw mm , ij.., - -4 ..... �-_ i4-,',f, , "'. --;,e- FOR NEW WOOD CDOSrM"Cmw *000 gEmum 10 K SOUTHERN __� z ) A im, ,,, now, 11 Mil. .. .. - ...�t,_ "-".!, - W/ SFICCOW DIENS'n Of am OR [OVAL 11 - nUff TIEVING IF ��g E _. n S.I. 20-176 Ir"ZI-P. I 11" 1. 0_ ..... - .- - I- �11111'1z"," I ��`A � �_, ,!.42m_`, . Rl L -, , / ', � S. 51 !DIRECT �/2,:Ii , 2 ,F �� I clo"W col"I", 20-176 WIT WIN mi'mr,"' 313", Not.. - PHORS. (.P)."-�b. 1 ("HUMM-aral XR__..1. '001. (tU)O"-".$ I. (t�)M-glsl -176 - _ _ I'Lur _ W; ,T..,.�,Xk P�_.H` - - . SPACERS AT TRACKS INSTALUD ADANCENT SEYONq TO 1;TtXCO/WOOD BANDS '111-11Z� .N.II& . ." ,_ - nort--low, I Z - (-I Us ft < 6 SEE SHEET 4 FOP DETAIL APPLICABLE TC- THE NFC(7SSTTV FOR TMF NSvA1.LATVN O� ANDRE: (q. (�)W-4n7 20 - - I- -00fill �ff - ---L-'-- 0 t 1U,,`WIINIFPRIF/OkN RWL "I A .l, " - -!- __.. . 1"m 1. a n . I %P./-T-/[UTr WILEA IL P� P EL !it`[� SHM 11 or 2. _j a," - I __ I __ � I rILIAT, .16, . ..- i,wj Liolsoma IN, of sm/SKI4.1MIDATt - CA_ 10,111, - . ------------ - EA `Om no I I r I I 11m, I " I IAr InT=--_----- r74 I Q_ I . ND,. I , � LOCATION( - � -1 - - L= ('��)-- - DETAIL5. FOR OPTION # I FOR LIFE SAFETY STORM PANEL 1 TAG tolot 0 6 O.G. OVERLAP I I • I I I I I al i-- /2' 0- C. NOW PANEL--�-�---�- I-,. -_ , I . - �---I-- - -l-----`t- --- �__f_-�'� ;v. I � I- - , , 11 , F�11 r11111, I'll" .1 1, � 711,1]11�1 I CNIEWAP _ L - --- .....-I _.t_ I II " I tl 17 ;i ( 1. I . ; 1 III ; I . i I I � 1 1 1 11 (DIDPAHOL) iIONTONOR PAMEQ(WE�FIANU�4.`�:II,��,�iiiii,2:�I`t" ,1i��L,'amjIii11-1_4d,_1,��~ ':4�IFERill"UP�1J-_--I'���,IIII,'__I��i(1)I i F-�I;Ii��;-I-� !111!�IIrTI i 111Y, -- � I1�!�L"-:I I�11i L�IED�;F.��,,TOGLASS-,iIi -uld0-j'11"!I.-�,,1�I - - - • , .'. I 1 1 I ENO �.. __�:.,..._.-.._._-_____ --3'-- O.d '�. I ! : '-�' I !I i l , MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.8.1.) AND MAXIMUM A-S-D, DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDIN , _ , , I I i i � 11 2 & Iw/15 T. WSIALWMS_ INTO CONCRETE A CONCRETE : N I! , I ; I I , � AR', W/No LIFE %Arm PANELS LOCATION VIF LIFE ts" NOTE -�--"- .....__._�_ TRACKS CONCRETE SHEET 15 FOR ANCHORS TYPE to SPACING " WITALLADIONIS INTO WOW STORM AI CO Uss tHAN FRIAMIL3 ON SCHEDULE qrmxt ANCHOR SPACING IF YAkmW NANtME y • FLOOR MOUNTING _ : OR LAST PANCL) ,�_ __�___I-,t - -4 P.-) !&IIIIIIII, - C.) 1 3 311, 3112 I , L" � I V. W URM 0 6, D.C. J 1'r (V �� iHEvFt_ RAK'S INSTALLED ADACEW TO REGUtAR PANCLt. . SCE -it 1) SL;"wQ.t_2__ 4&v,�LIi.QqR_mOw_.CQwm A1_2QmML_S,__".! I Y. PANES CONSISTS OF 0039" G&VANIZUD STEEL GTORU PANEL THE FRAME DNS+DE OF AAE.; "I . I • - I. �,� A. ALLTE 1 _ ' WALL MOUNTING INS PANEL REOU E5 21%CK To BE COMPONENT (Z & � 4 , i528 -1515,0 3' 3' I. _L SHEET OF IHIS .-I- ll as * ._.�_._.__.. 1 3- -,-L----- _...-_._.�.__ NIA LENGTH FOR CICIMPONENT a) G I S' - _4 .. 140 • 0 GAGE GALVANIZED STEEL STORM PANEL , "IfLIO Iknw, �� 20 GAGE GALVANIZED STEEL STORM PANEL MAY z L VAuto FOP WI.D010 WITH AAA ATE STORM PANEL _ - I / ON PRODUCTS, Lm "'"."De' ,P*.. FEE -D�- -� I "GLOBAL PROTECTION PRODUCTS. LLC. DINGS ON qIIEE- 15 , OR%U.�,-*07 I EC101imic " .II, I 11LIECOlimc I, .11RO &. 51 $TRW Ft - -,, 0� - � . ..... w -�"i;�l,�, : / 11LIECO.., I400 Sr. FRANC PINE 4. 2, AND Jr., do SHEET NO. IS H 1.1 -------,----.---- ____ - AiAXIMUY A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPOND]Nrg MAXIMU "L" SCHEDULE VAIIEI ONLY MR PAMU-qa &O WYA"TKM AS PER SECTIONS I THWU 10, ON SHICETIS 4. 5 to 6) NAF.- "o, IRI,L P. .Emp I UFA ly" I ARNRI I. -Do. � 7pm jSVE SECTIONS) _� I .. DA � _ see _nD ,'-s* OR Luz � g ,/4' 1 ~L,FD � I .0v 5 a r 111 ."S.--no �"-V' M V-11' I 7 U., t uf4o�f(P 1 I nowDa I - - ----- - - - I - 1. --t - ------- .. -_ .,o - no ,fl i _!` 10 11 -2- - � 2 1/2- I , At - ---*M- ��P.45(" - 6 -.-- - .-Its, -0 0 12* I' OR L"S � 3 -/2' � - fiwmoc, I S. - �_ ;� - aftmt, .1 v.'s-mll" 33 .- & wmcw It 0~ 6 W&X.vm or PoV.. MAXIMUM A.S.D. DESIGN PRUSURE RATING (0,21) AND CORRESPONDING M IMUM ANCHOR SPACING 5CHE12ULIE FOR REGULAR STORM PANELS 3', & l!W INSTAUAIIONS IMBLUMIND-C21CME- - 4NCRETE BLOCK STRUCTURES (VALID ONLY FOR PANIOLS 1001 @ INVALLATION11i AS PER SECTIONS I THW 7, ON SHEETS 4 III 5) -W. ISO � - .monomm, W~, VOW t a - 3 ,/2- .. - - _ -1 _ . -T KVIE - "PIC11=, to I DLS*N 1 Twon - w LN.--colm - -_ - IAUK__._ - - ,�Tr ,nellif Ill PANfL_ , "UssLiot --- T--w- I " I- _1IU___.1_.._1_._% _ ANY Col..,. , ='-,1,S RATINC (,., � 1. COKKI, I ,,ORLOV. 1. ,DIDEPI I CONCRETE` 10 ,Or,CNfq coll�m To co"Idi'm I to,omEma-v; 1 Oom Of DID. I I &OC,` OLDER 0-0. A" I moc" I i 6. 1N/A - - -__a':_-T V, I (TO*) I q, ./. A/A ./A i _.d� - . . I , . N/_A4_0I_/A____, __-.- - -- ar 5. I S. I .. - -1 (IdIT-0-M) - -1 - - - - /I- 1 - A * 0, IIIA 6, ! .I. :. , .1. 2 Elm� I t ___ '___ _ L_ _1'__.i - " - - - ' - - -4 - '/ t_ 5- , N/A � IF : ./. 1/1 It. I It f .1A � [_ _ I/A /A - - _1 2 (oanom) !-6-I-_A'� __ _ 1!45� -no a, _� ./. ,I/. .'N. '. � w. 1 I oo/; N/A 3 6 I (TOP) I 5- III ass _'._ . - -- --I - w I v ./, _ � v 4 . �_ I. 6. I I' a (w,w) ! 1 I IT, _/,,., - 4 . . N/A"k//AA - - - le, � N/A '. . ,i;- -_ --- ;�./A I . ----- - -I- _ ___ I (TOP) � - -_ -_ - I— -_ --,-- . a-. - T-r a : --I -, - - I . 6 0 ) 1 1/4 N/A It * " I I I -- ----- __ - , . , .., 14 ...---,. - � - -_ - - I -_ 1!!�.,� I I f"i._- I 0 i� ; - � I , �, i 0 1, f , uor/wrlc9f, , - .1. ./A �2 1/2 . 1 , 1/4 ;7 ,/-I'- I _ _�, - SEE 041173, 10 1, 11 FOR AACHURS TYPE A SPAC" MR INWAUAF� Alto WOW FRAW SLARDIM WNW AW.MR SPACMSL AND �UN CODE USIANCE An MUTED ON TKIL SCHICIA I FDA 9 D L17515 THAW MUTED, OR MCCULE Ruk" AACKOP VIOM FW "Ilk.04 EIPACM $No. ON sc"ED111 V THE lou FACT0111i MR " OPICUTION TO SO PCSWU, REDUCED VACM OVAPIC0 U&NC FACTOR . , NOT ft LESS 'HAR AUN.R. SINRCM INTI&AIED foll IAOI ANCHOR " IT 1oft -ID9 A� TM I/... I/.1. I/e. ,/.,. 1/4-1 111. MoI1101014"'ol, "N'Doo .- "Weloo' RUNDURT, __ ___ , P" ,e ,,k'�,�, 'A - ' T14 Z 71's __.. _�t�.;=_"V% VIT 3 I ' 31. - - - ..- C;;;W�;T111 - I 111.11 121,"I___ , I , E N,ye - . • - I K _;_ I 1�1 w � - " \,\ru -A Velocity NO [Con# Zone) I _20,Iolo. - ) _ .r 3 1 36- I,/, i- -I J FLORIDA BUILDING CODE (High I .. .1020 IDLITCO. .. 11 _2�� - E ; No. 14167 '-: 1 20 GAGE GALVANIZED STEEL STORM PANEL- , . --- DRAWN R, ...... I _; I - 7 - .- -.-.---- - 4vr: �-�ia . I , ,, 1 0'.. STA E OF ' ,I ----- __1 " "n""" - , - . S .P'. . 'I � - - __II;Y11 - 9,- I - � GLOBAL PROTECTION PRODUCTS, LLC. DATE I, . * - -,�;I�) 6. ,I. n "". '. " -,;, 11LIEC01mr, � "WID %* 51 � " , - !,�� Erj . ..I? !!AtflllNl �jy� , It 9-w� c IN' . - _,_ P., PHONIL (�)t-N-PS� IV (�)M-Isll? 20-176 4 �4_ E6:,1,__•- - ".) .1 -, -Modo- , ,._, -I. I D,VF 1. "A - ;;Aw;;.-,.i7%TL _- CA-OF06719 ii` c#7 - - 7 VINo, LIV A P - 11 ;4:7. - ;w - .; - II - rlqF- �\,• : . No. 44167 %. � . . ID ftA . pow PANCLIM11' Puri * - } MINI , I I ALTERNATIVE --"-L!-.-j SCALE " 1-- 35. Aew>t® ; 1 I g -- "-I- AT � ., .,n , Ft IN OF Mn MATT FOR � SCALE • j INSTALLATION ONLY VALID FOR BUILDINGS WIIH AS D DESIGN UP io .55 Is, E-120 PSF AND PANEL'S LENGTH UP TO 8'-8 FRAME CONSIROCIloW WOOD 0 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRO DUCTS , LLC. .� ANY MAXIMUM A.S.D. DESIGN PRESSURE RATING (ja.9.1.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS(j'j& 2 INSTALLATIONS INTO EXISTING CONCRETE A X STRUCTURES (VAUD OF&V FOR PAINELS(Ok QINSIALLATIONS A PER SECINONS I rHRU 10. ON SHEE-TS 4. 5 At 8) $ CONCRETE MoxwUM __ - __. MAXIMUM ANCHORS SPACAK) FOR CLIT - 3 1/2' ��_ AITUCAMU TO _ A S PRESSURE i ' ------4------- __________,_, - 7 10 Aw CONFIRMATION 'ENCIN v ln) to I I TO RAFING 10 CONCIMETI! COW'DICIE 10 CONCREP(i C001TCORE71 To COWRM VONCAM To CONCRETE: CONC.Im 1. CONCRETE CONCRETE 10 CONCRETE i COKftn or bf. (P . L) I foxir I BLOCK I 1 SIOCK I i I'loc. ! BLOC. ALLOO, I I I I I - C. I 6- 1 N/. S' I N/A 6- NIA N/A I N/A I (lop) j__ -_ - - -4- - --.----- ----.-- - I 1* N/A N/A - - '. I 9- _ 1 6' 6, � 5, NIA I N/A I (BOT10m) _111_ - 6� k N/A 6' 1A - 6! l N/A N/A 5' 1A N N/A N/A 2 (TOP) 11 C' N/A N/A 1* I N/A 5" : N/A 5 . N/A N/* 1 NIA 2 (BOTTOM) - ... j___--41...,. N/A_ EE-E' OR LESS I -_ -.8. I -_ N/A 1* j I' /A 6 . N/A - - - I . 1 4 6' 1, I , - N I N/A 3 (BOTTOM) �- I ,"_. f . I N/A N/A N/A_ I" A_ I - N/A 6 N/A N/A N/A 7 (TOP) ..! i--- - ----- _ _ _1 _.____4_ � I _1A 6 4' 4/A - N/A _ _ _li* 6' 1 6- 6. 6' � 6- N N�A - I � It - I ��Tlr`-) - ----I - - - - - ---- - - - - _ N/A I N/A 12 1/2 l 6 1/4 12 112' ; 6 1/4' 1 6 I/I` 6 1 /.' 6 1/4 , 6 1/4 N/A , N/A 5 (TOP/67nom) 1 1! I *500, -5,3.3 NIA � N/A 12 1/2- ; 6 1/4' 12 /2' 1 6 t/4" 6 1/4- 1 6 ;/4- I 6 i/4' ; NIA 6 (TOP/BOI'TDM) : '-2' 6 1/4' 1 N/A .55D. -72.0 N/A 1 N/A 6 1/4- N/A 6 1/4' 1 N/A I, )J.' � 6 ;/4- 6 1/4- ,8*-$* To I 1 *-2' N/A ' N/A N/A N/A N/A 1 1 N/A N/A_ I N/A 6 1/4' j 11 1 4' � 1/4- a. 0, + 1 0 (TOP) I � 6 A t N/A N/A H/A N/A V 6' 1 6 l,'4- 1 6 1/4' 8 (BOTTOM) ; -------I - -Tom) 12'-4' OR LISS - . I i I 1 .43.5, -490 :__ _!__ - ��/ OR LESS 6 I N/A A T,/A N/A "/A N/A fi. � , . 6 1/4 9 (901 , _it � _� IN . L_ -7 I NIA I N/A I N/A I N/A %/A I N/A I ./A I U. DESIGN TAPCON _`1 IAP-cor -- Dim',; PAMCtt ZINC - ID - - - --- PANELUATE PLUS --- =--s-o" .----- SECTIon IF A NAUIFFUN PANEL k , N/A N/A I 4/A 6' J t555. -72.0 '. i N/A N/A � NIA 8 . I NIA 6' IL N/A 6, ! N/A N/A _ N/A .5 a 4_(TUP)_ IlV-5' CO N/ I .IE-11* TO 11 I 6 I/-' j N/A I N/A 6 (TOP/BOTTOM) /4: 1 11 1/ I N/A N/A I 6 I/A' 1 6 1/4' 6 1/4- I 6 1/4- I 10 (BOTTOM) , Ietarn, io, if AND ig FDA ANcHums m & vWO;mG FOR IN&TALutrom INTO wow FRAME Etwo-mmit IRNORLM AdI WACINOS Alto UNIRRAII COOL OtVAWA ME .QICAIO) C. IKS ScREDULE FOR LESS THAN MICUIED ON SCAMILL REDUCE ANCHOR SPACING W FAL�PLFPG SM-14 SHOWN ON SCHEDVil fiv InE FOULOWNG FAVORS , FOR �j OPERAIK). TO POSSRAL. REDUCED S-KING OBTAINED I.S.0 I-ACION, SNALL_ NOT K LLS5. THAN, MINIMUM SPACM W&4^TED POR EACH ANCHOR ANKNICAS LEGEND AMCOR "m 1/416 ,/IV. 1 1/4'. 1 1/4*. I /4'. I /4-. _ I"" Q, W-W PmcLNAt P'M-A Cold- soul-ist .--�..!!!!!!!!�!,!! _ , zp?.., .. - 3 ol%r, = I O" M" (.j 2- I , q 3 1/2 I I �;r - MORK rA am omadmit IF A -C I 0 Is - P _ 'm -1 - . . Iq!!1 . - - SEC CO BE TYPE AT c!at>-..-...- 3 -2-_�--i I _.1 ) ce� I � / IzL 7; A, 0 .z; 15 -.0,40, LA-1 CD .r- , C 0 ,�" ,- d " 6 C"A- C� pl- . , " 1) 0 1 � I 11 - .'!� M " , w 0 - 0_1 3; , T 0 to w , _ I ]�� 7 0- I,, I llrl� NSTALLATION DETAILS FQR REQULAO PANELSILA-lAb INTO EXISTING WOOD STRUCTURES , :�', PAWALMATE P LA , . 11. -IT PLUS 57�'O PANEL -IQ , Y/ /4' O.0 W/ 1 7/8' 1 : ILI, :j c /., ox W/ I .,/b. I � � 'a' V , 111READID) PENFIRATION 0 ot.,PVEA IMEADCO PENCIIIATiON It -i--! I I EXISTING WOOD 14CAMA - , ____ I EXISTING WOOD HEADER -.-- . I -, EIIIIINC WOOD IIAM ! i , I I I , . I ! I EDER, Vol, 0 1 1 mor, "o . .1 : q 1 6 v., ot I I 6 1/., 9. : I "o" "` I I WOOD AOER 2. � FA " . I e I t I "I . - I .I . - M I 10 � MR, x1oulkn, .1 - 7 A - _,L (11 I �; '* ... i I I I _� �Ij -I - ;, �, " I I t I- __ i, - I 1 0- _� IF "I'D' -11 1, � - f , LJI_� ! in unamAt all � I X, ��%` I In I14butr ON I LiLrImull.-_ � L � v ' � nom W � I ' : : i ... - VI40ADON , I- Ft SE . I I I . ! -to .-Ag."ONt ; I 10 (Air . 10 GLASS I I I It— PAWL tENGI" I W'. PANEL ! 1 "I", ""' O * � ./.,. �,, is ME Halt 1) L ./I,I _,* (,rF MOIL ,) V. . FT NOTE 11 . Ili". I I 4 & IF, ,/$-, I , - 1 i Its . 1;;� 4 � .I Fi/ 111FIl . tf" I'D, I . PIN; ., . 1 .3/w. wom, NOT * � I ; vn* I . j �. PO I IF �§ . I ! -1 N111. _ I VWPP OW(AILAII � mo I L . � I : i I f I I � i I � . I , . I wx � I OF 1- ; � I wx I : I OF 'L* No � Of 'L . I I IMAIL ! QU4, � 't, i il I � I , , . --- 7 1 i 'f- w. I , 11 r_t"7---- '� 7! %F777-- I . :: I I./ I 11311� _ .= -I'll.I—. nN, Inr � lowl. F� �_, - I I -.1. I ""' /3,* 20 I . � WD, I - - - � I I I - . I � I To 4 , I I., I ---L---- i � I , REWS 2 D PLATE I . L)4-10 PANELMATE PLUS RJO.,41, 1 1 1 -.4- WOOIZ'.4*-1,011P,ATIPLATEMIN THREADEDCOVOREDGo" R I j , � I N2;��Irft) I "I , PV` - A' : a 1/4" O.0 */ 1 7/9' MICVFDT� OF PLATE I 1:` THREADED PENETRATION 0 1 � �, I MID W01. 11 IIAII 5i OC STAOCIEREO W/ ,= IPY�, .. , 0 EIIETRATION At MIDRADTH . I I - I "' , "' , �! 1 . DIRECT LAWN I I , ` I I, I flesm G INSTALLATION DIRECT MOUNT 6 IJLL MOUNII 9 INSTALLATIO SCALE 3/8.1- QwItiff - vAr 3/9-1- SCA`x 3/8-1, ' * I. S FOR ALTERNAITAS SW. 9W & IOW ONLY VALID FO MR%, ' Up 10 + 43 . 8. -48.0 P.. t, AND "'111111111 ISO DESIGN �OAD' � - ; �N_ALE" UP 0 2'-4 _% 110 1;� � ... !'�17 . ANEL Ca. I FRAME,CONSTRUC ,ONOW00D MEMBERS It) (It SOUTHERN .. -�r ,�.R 1.�. 1. I z L, ENSj`--:? 5, IN, D , to, or 55 OR (UVkI . �1% FLORIDA BUILDING CODE (High Velocity Hur Icon* Zone) z � No, 41 II'StO DLIWI - 1,` Non FOR COMBINATION OF SECTIONS - . . * E 20 GAGE GALVANIZED STEEL STORM PANEL 0%dW` BY , 2 * * --...-.-- . TOP ,it BOTTOM MOUNIINCTS CAN Of T TE Ot = - - ,,r �, COMBINED IN ALNN` WAY TO SUIT �.. S TE OF _', GLOBAL PROTECTION PRODUCTS, LLC. ,,, LF V , , Rik , )-- / 111LIECOisic ~ S. - V Rlk)'�-�, I YU.1, ?C"wia It CNO.CMNG 03 . 'I =I. INS rALLATICIN , "L I - V_�_�Z,',_ ] IN, UPAN -176 ik� I R_ - . " RNomE Eww" rw rm (mwKwo-vo, 20 - P`R,KF_,_ , EdW__ V _______T__ 1 - AN -Good"If . -th� �-O� - - I , __ " A_TAJ_A� P k � IV ar 24 rDo'6S I "11"Z"It" , ,-.4107- �- - - I - I 1 ( ( n Smu a ' LENGTH I as .... I _ "rim 0 . � . I,N* or I �-i -mw�_ I ; - -eowf�'..'� -_ J, 0 I� Z' - to , --- �,MW; iI 10 f 1. _. _...__� 1...._ __ I .: 1_�_ I .. ., ' I! Ulc, SC �''' �••• OF PUTS DIRECT MOUNT BUILDINGS "L.5 LENGTH T 12'-4' PANEL'S NOTES: i. SPECIFIC pEor DENSITY ` ANY "�, -.0,,:'. . . __�- .6--j 0 a) C_ = 2 -L-- = -0 -0 = 0 .S? -= a) II.- = = 0 U_ :-� "...... m m - . " .D a) " IIIIIIIIIII, 0- Cn ,N,0 ,_ CU C:)- C_ CU -I.- III- (n < L� l. In 71- X'I I ; W J _ ------,-, ___ -.--.-.--,--- --.--.-- --- CONC-7 ANCHO" commli ANCNM -FOR 00.,04111: woo". SEE SCHEDULE ON WE I., .--- ____ _,_________ I I -� -, (SIDE Scmiroxf ON (SIDE X-110.11 ON "Id doon SOONER SEE VILT, I, - I " ') 1 )_ � 8 - -'\\ -3. f 11-3 At rERNATL __� " " ( _ , LLLL ,W. . , 2 & 3 SYSTEM $for ") _\ I &.IF, 14) L I S`C`QN ON 2 &.Iw/ 5 )L INSTALLATION - 114 2/4. W4, 114 CUR, 4/4 1 - (1) 2. I " ^ - - AT END PAWL 8 � - . t Potwo CO.C.M 1 _ �i__ - , .I, aP ft '. . , . - - .. -, _ - L 17 � - -I,, 7- __ __ - ;/4 W/ j! _ _� * - I _J __-:-T- __ _1. . . __1__.. 1W!" It 11_1 i _ 7- IT.. - . - --i - - __ - - ___-, - - -_ . I I � _ I -A- ----T -- I . STUDS 0 EVERY I .. I -_ -.1. I I. .. _ - , '19,_ .."" PENETRATION _ Ll!* I .,4 i � I � 1 j . PRIN RON WEADEN, I ___.__.__i I \ . ....' ,iTT�TTT_TTI�jl' I j ! I i 1 1 1 I i L � ) k ! 1 1 ; � i I I ; i � - �' - 1-111, "'A'"o, ,,a- I -Fff _ _ _ �J_ 1147 1 1 . i I I POtRTO CONCRET,F I I 4-L ji�, 1 11 -_ REQUIDOD I il I 1 I - I , __ , \ - q i - I 4 - ,.- __ I I I -_ - 1, - -, i r - \ I : - i411,----Cw.��-__4__-1�r1I-+I9'I-I11,�I�II,:I,,i�')-�41!."I,�i-�1�I11�CCASE)�I2�T1Ji1_�-1(CASE-1� il �IIm7 \�,I -_-_I, 5/6\�,�II�IS7UDS 0 EVERY!UNI:,�1�IiIT I . I J� , I -�' _ L I i 1. I (D - L �'j, A , I t__ f ; � � I I ! , � I [ 4j, ) � . i ; I` 11 1 -I'l 'I IL� '' j J] *, i I I 1 I 1 � 1 1 . _____ I � 1 V 1, I 0 C) .-I.-.- - 1 IEI�2 ,_., I i 191 SCnFw%f . I - � I L 1i om- I t-m sc.[&,u oII I : � I I , .� I _--_rI I.EET 141 -- - , � t I I ---I .- I- (HIS) -, -.1 +-.'.. . 11 , I 1, I -t- I , to, t L - 4 1 ; I , tj t � I \ I i � ., _L 4 - - STUD 0 12 1/7' 0 C I I I/ I ; 1� I , 7- ! � L,--,- I F Lz I ": Eo� I __= _"'- NIMOM PANEI - PANEL I � I ,a , 11-1 I 1 1 1 1 ! i ; 7 , /. -, SEE SEE i \---IN7[MDP PANEL -ENO PAND � 1 ! -4--i I— '/.Noo� m! --- lL_,/.,* RAEHUmE 0 I I ! i I I , 1i I. SCHUDOU § 1/4' 1 Ut WON HILLOCRA - I -, -11 9 I , ; I I : I � I I . I � rq I 1 �m5m, ., I , 4X;� * ! ! I 1 1 � I(,, 161 I , I i L R - . I � TIFF I I -- _ I _ I - � - - (��, 11 �, : [ _ SCHEDULE 01 Of Lr - - -, . En.'r t 11 /I / - - , % 5/!. _ (CAME Ili / : 7�Ts./ , SPCC LITS 5( ! ! ! I 1 ; I ! 1 1 1 1 t, ; ! (B OR (T�," IOR U. -- Fop M. I SCH � Aroodum, J# 11 / II, � I . I) "�?D, -r ' , - - I '/#' ' � _ ANCHOR ANCHOR 1� - - iIo,,, I , ! 1 1 I I I I (R - (§ 50110"", ,. _. 1 I 1.1 or, 1/1411 � ?.Te"'n - 5 W. 4� I . I : IT FOR III #2 Fop i 2/14) � � I - i . I I , OR DIRECT MOUNT SPALM !;PACFNc "ANCHOO - ANCHOR � � i I I - - i I I I � I L 1� - I 1 4", 1 � � I SPACING SPACING I I 1 � 1 - � i i i , ; [' : I i i I ; I i I � � . ,'-S' wR, -1 -----.--.-- 3- "P - -1 - 16- I I malotto ! > I ! _. i I i i *4 __I__ -- -,%-.-!. . � I ! __ %, L _ 4 - v -W.3/32, � MWAREV , I , - I :1 I � : _TJffJW1oE� / I , I i , 1 I I 1 1 , 1 � to II/'.) I , ) 4v',L- I � i 1 � � i I I (40 1 WEIND "E'DIR, : A , � 1 i I ! I � I � 1 W, vv� I/,. ! � . , i � i I i , I i I i � I I r.-Ex"FoRl DETAIL I : WALL MOUNTING INSTALLATION (APPLICABLE TO ... 1) DETAL 2 ; FLQOR MOUNTING INSTALLABON (APPLICABLE TO SCHEDULE 2 0 j A t i I � L j jim.11IIIIAll IDGIVION SCALE 3/ir - I- SCALE 3/16' - I* 1 N". i �,, 1 -�, VUM01112 I � � I 1 1 1 � I � I ) � [ � I I 011luROPARTIE; � I i 0 I E------- , - I : i i � 11, . � I i(my ARS Ill. AUERWAE-1 ALIERNATIVE , � Ot : , , !� � � ! I- UACHR41 9 CL J I � I 0 I& ,T) I/w - , SC IF ; i I ' L I I :1 j I � ill T_ I I I . i � -� 4' I ; 44+7 ' I ' %- SCHEDU , � . 1 1 1 . , i ! F I , 11,1 � �IIA i INTS) (Mr I'll ,�,fl,?" t IT ,=,nT,, ! I ! I I I -i � MAXIMUM PANEL LENGTH I love 0_ "lloof c - 1 � i t U CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT A, FOR On I/ 14) i � . __14`_ I. RON WALL I .1 I � I 4 1 IW*A*M I i ;- I ;_ .,%`P1P1L1Q&E ONLT. M.11LOVICS-A A;__4JQWLk_rQL1 AOL-IMIF01-51CIFA-PAMLL � 11 I � I I I t ; 1 Ljpoll/IIII 2/4, 2A14. 3/4 OR 4/4 2 & IW/15 (n BLOCK STRUCTURES SY1mM_Qm_$jw_L31 I , i . -.10 � I .,..� I i , I � � I ; AiTFIRNATE tOCAVION = DI i - u�� %t WHEOL,Lf I I < I I I I 11 -1 ON UPE SAFETY PANEL L_ SQUQLL k-I ; ,r§, W., WAL-III0910. C.QNW1ONSJOP_*_J1OETQN X _LJ)_.Ia_A 1127 * INIT.Of RADID, TO - I .-- � ON %wv I- I -, I �� I I- lKlowl -_ --(.,) -_ I F St-ARAP" I � - 9 -IIII-0 I I I O I , -,-,- � 70 OtAW, ., I - _j , i I I REGULAR PANELS Wl OR Ft --� - A.S,O INICON C, I'Ll-ohl, EAP_ INNEutor 11OWNE 0 �t� rL5 ��L TO .... -n l 1-41 - to' I 0 � I ,j,1!-__-L- I It SAFETY PAN I- t I _- I . I I ._ .... ..- ---,-.,-.- - - -.-.. _ - .Aw_ t 11 .1 . I L�, I W10 WGIJUUT fSFE NOTE I 0113" To T6 TO To � I ! LO . 11 11, HICLOW) I LAST PAIRD. qo).� K w `111�1, " .-W, to To I C To ONDO ,I M - Eot'j":". LEADT" -L' (.,) ! 1 =3 CONCmv ARE Oft . , PANEL STNIFLO AS ctw_vvt CON,im CONCRETE WNCW,r CoNcpm ON,im 00"CIRET, con CONCRETE � I OR CD / LIFE WM OFIL.0d, sfwi RA7m I- __ - or YNE. SU FRAME 11VILOM I �_____ i I , 10 �___ ro, , " \ � � , BLOCK KOCK eLock FROU RLOCA � � I I to ca (VI S'NEDL" OR - I , 1 1 i"Er 11) Cl-Al " _," F. AbA& OPTION &I FOR 41EE $AFETY WAYS SE N/A 1 & 2 (TOP) 10 FA(XjEo;"E"0W/NWjAA _wUl ANOoF whD'HICS AND ".- Con. DISTANCE INIF FR000,14D . IN't ScHrou". lop tMA I* " _!ZA__,_ N/A N/A O" 1 NIA _-6, N/A _ _1_ - I I TVILVPIO VAC04 - , .1 - L 1 i Cal - I I "A -ROD 41DIANCO To HE INSTALLED OR PrUONFb 'ROM INSIDE '55o� - 72 0 ' t. ____ a. I - I - - CONCRETE ANClOn OF SIRUCIVRE 9 I 9- - 9. I (Pollom) FKDU= VVIONG ONTA"m USIUC FACTOR SKILL Nor INE Lu% THAN UHNIsw !IFINCTIm; il 11 - ____ N (fin ScHcDou: tw I I v - INDICATED fOR lAClI ANCHOR TYPE AT AUNDIS I.VOINKI - ROM Pu'r, / -I--- - & 9' - 7' 1 D. I i�__ ___q- - 5'-O' OR LESS S"CW% ON SCHEDULE SEE FIE FMIOWM FACTO" MR INIS ORIEFULIXON TO K POSIME, I. ______ . ---.--,..- - ___', - j ELEVATION '. N A N/A 1 N S' I N/A 6' I N/A !�_ N/A I & 2 (�rjp - - 11 REWIRED 0 ,550 -72,D - 1 ,5' 0 TO I -6 - a `Rn 14) Sr;NLr 3/32--i. 9. 5' �. 17 112-1 0. 1 9. 9- I- v _�tf_w) I Oxmm TOME 1/4-0 1/4'. 1/4'. 1/0. ./4-. 1 - i I � I � I ,� L_ WALL MOUNTING INSTALLA710M WAU AMD INS I , ( - I �. )'L.rt � I i . ...... _ -, 9, I RIVIRRED i _; -�-/A W/� � ;I/'� - 9 14 A , . 'A'". "*-4" --r RROUR., --. I - SCALE 3/8* - I' - SECTION 2 SCALE 3/8* - t, ( . i; C I N/A I A 2 (lop) .. , 10 IF-41 - - ,- " _.______ - - - - - - - - 'I I :;,� - --,� - -_ $ . - SECTION I 6 @-,p .. -1 - �550 -740 - 1 � I -0, � CIO a- - -1 1 �7"6 "` "' , .1 M4 j� 11� I I '. i C-- - --. 8- I 9' I S" I 6, r a. 6' 1. I I (BOTTOM) I .-. w �. vxm C.) 3 3 3 3 IT In � , I 'j - � --- ,, - I , I \ \1 ne, - J, NO711i-ON.101 E Sffllj�,SWRMI _P&W__Az4ILM_1WaIALLbIfQl9 ; _ tt_ .... __ - - . __ \ - I JFE SAFM STORM PANEL CAN BE LOCATED AS AN END PANEL ("IRS w/ 1 1/2' ALTERNATIVE _3 ALTERNATIVE -4 0 a) UR AS AN INTERIOR PANEL (ANY PANCL LOCATION IN BETWEEN END PANELS a "ERN. '. Amum. rA "SEE mwmm - __; ANCHOR 2 " , � ,-! �IFF SA f PANELS MAY OR MAY NOT BE .,1_.1.,,2_* * I ,�T , " THRIADED PENETRATION OR U) W/ ORVIW/C REGU(AP TRACKS.) -.U. *so "'A � 11w 0 Stv - ETON, TOP or .xu) w , EVw to r APPI.C.ABLE 10 I VI - I ,:.� - � I __ " I 1 10.4/s, LONG � ftA.,�C A? " m now III, wAwo* i L /:.204- _ 2 LIFE SAFM S" AS SECTION 8-8 US" __W;� - 14 . ____ -,---L- , SECTIONS " MMMUM PANCI. ) - - I. 114'0 20 pmft�ll FIA'Alf 0 of NATIVE WOOD CONDITIONS A ANCHOR LOCATION =IN It ,nn R 0 6, 0 % , '12- w . I. HENT 6"" - SHEET 2 OF , el. - I" __ ,li), COMI&NAT,01 LENGTH %* (ft.) 000 . DO AMONATE " ,C ,,, D "fo OF THEY e Z-41" - "" -m W, %NOWN Im QARIII - -_ ODNI QUICEL". I I � kk 726 COMmPEOL ALLOWS ITSELF TO EIC DRAWING SCALE 3/32-' - 10 I 'm - I - - .." ______�_ TNRIAEF "W.A- 0 `NG WAID STRUCTURE REMOVED ON INSTALLED FROF0 T 3 In' I I 'J.- FoEt vw,,T. - " m . N& oo,11IINNFINI, 901-OM TpA(',' to ....... , I 49.1 2 (IJOTIOM) 7--b- 2t_ !Ss `\)CENSe '-. . N %, _.tl I . __ 's ,�' - ,J�kj . �. It o��. I. , 7 I U11 "I'll, _ __�" - 4' 2 (ROTIOM) r-fl. OR . . '.�!�lt . �- __ 4_j/ _� ____j ,_(3� _ _ - ,f��. ALLATIO -1 LIVE SAFETY T_ I I. LIJ ........ _�_ -------,--,-"--'-'-------""-"-"-----'---"'L'.-,- --- ____ ij .... - , .. ..4 % _,2, 0 - 2 )/., 4' T,7i. 2 (BOTTOM) 76' OR LEM f .: No. 44167 I, A1M1LRWff_tW_ 110 =3 BE WE .1 I�All I -1 'D.��7 '4� NT J.T , . ."ALLED IVALL OR FLOOR MOUNTED FOLLOWING SECTIONS I a I . �5$ 2 1/2 _ 5 ENi .. IM E N S,r I. .--. __ . . - __ _ ------- . - SIALIE: S1W - " 14 1 2 2 ON IH6 SHEET, As WELL AS DETAILS I Ill 2 ON SHErl 14, . ,\ � �-,.--. 7 I m ,` FLORIDA BUILDING CODE (High Velocity War can* Zone). 55.o -72.0 2 1/2* 1/2 N/A 2 (BOTTOM) ,,7-6, 70 FI'--O'l 2- *,, FLORIDA BUILDING CO If I I __ ______2_j�/A - . '.. \ ' DE (High Velocity litur icons Zone) Z : No. 1. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 4 t It5lSO -720 I N/A N/A . 3. 1 2 (tiorom) fI7'-6* TO 8'-8- % -$% ' � knuo. I'C fP z I, < IP 2 � = I . IPL ---------- ------- DRUP, or malm � TIT '.. cl E of - ,-._._T�n_t_ COMPONENT __ ".,' t�NNNNAULUA ��_ . S1 - SCHEDULES 6& 2. SHEET 14, - - - .1 . - -----� . \ I INGIAILLAJONS ARE ONLY Or.904 'LOODE Or TO z i z Ot PERMANENT 09 REMOVABLE .. . S or-, � _. . , " r GLOBAL PROTECTI !� - --_1 / /26/2"o Mz .X. ft RZO, INC 20 GAGE GALVANIZED STEEL " or ANCHOR SPACINC FOR COMPONENT Qj) ANCHORAGE AT earom IS c.jvE% ON - I III . - b, �-..&R%;�.- . .1 %-< '... A It. �., � - - , GLOBAL PROTECTION PRODUCTS, LLC. d""n"N' �4M " .55 5. -'no OFF AND PAKEL'S LCWM Up To JE-rL � - R% " _N - I- -, � * ' , , _N. * 5 SEE DETALS FOR INSlAi-LATION INTO WOOD FRAME WI 11 smw mm , ij.., - -4 ..... �-_ i4-,',f, , "'. --;,e- FOR NEW WOOD CDOSrM"Cmw *000 gEmum 10 K SOUTHERN __� z ) A im, ,,, now, 11 Mil. .. .. - ...�t,_ "-".!, - W/ SFICCOW DIENS'n Of am OR [OVAL 11 - nUff TIEVING IF ��g E _. n S.I. 20-176 Ir"ZI-P. I 11" 1. 0_ ..... - .- - I- �11111'1z"," I ��`A � �_, ,!.42m_`, . Rl L -, , / ', � S. 51 !DIRECT �/2,:Ii , 2 ,F �� I clo"W col"I", 20-176 WIT WIN mi'mr,"' 313", Not.. - PHORS. (.P)."-�b. 1 ("HUMM-aral XR__..1. '001. (tU)O"-".$ I. (t�)M-glsl -176 - _ _ I'Lur _ W; ,T..,.�,Xk P�_.H` - - . SPACERS AT TRACKS INSTALUD ADANCENT SEYONq TO 1;TtXCO/WOOD BANDS '111-11Z� .N.II& . ." ,_ - nort--low, I Z - (-I Us ft < 6 SEE SHEET 4 FOP DETAIL APPLICABLE TC- THE NFC(7SSTTV FOR TMF NSvA1.LATVN O� ANDRE: (q. (�)W-4n7 20 - - I- -00fill �ff - ---L-'-- 0 t 1U,,`WIINIFPRIF/OkN RWL "I A .l, " - -!- __.. . 1"m 1. a n . I %P./-T-/[UTr WILEA IL P� P EL !it`[� SHM 11 or 2. _j a," - I __ I __ � I rILIAT, .16, . ..- i,wj Liolsoma IN, of sm/SKI4.1MIDATt - CA_ 10,111, - . ------------ - EA `Om no I I r I I 11m, I " I IAr InT=--_----- r74 I Q_ I . ND,. I , � LOCATION( - � -1 - - L= ('��)-- - DETAIL5. FOR OPTION # I FOR LIFE SAFETY STORM PANEL 1 TAG tolot 0 6 O.G. OVERLAP I I • I I I I I al i-- /2' 0- C. NOW PANEL--�-�---�- I-,. -_ , I . - �---I-- - -l-----`t- --- �__f_-�'� ;v. I � I- - , , 11 , F�11 r11111, I'll" .1 1, � 711,1]11�1 I CNIEWAP _ L - --- .....-I _.t_ I II " I tl 17 ;i ( 1. I . ; 1 III ; I . i I I � 1 1 1 11 (DIDPAHOL) iIONTONOR PAMEQ(WE�FIANU�4.`�:II,��,�iiiii,2:�I`t" ,1i��L,'amjIii11-1_4d,_1,��~ ':4�IFERill"UP�1J-_--I'���,IIII,'__I��i(1)I i F-�I;Ii��;-I-� !111!�IIrTI i 111Y, -- � I1�!�L"-:I I�11i L�IED�;F.��,,TOGLASS-,iIi -uld0-j'11"!I.-�,,1�I - - - • , .'. I 1 1 I ENO �.. __�:.,..._.-.._._-_____ --3'-- O.d '�. I ! : '-�' I !I i l , MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.8.1.) AND MAXIMUM A-S-D, DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDIN , _ , , I I i i � 11 2 & Iw/15 T. WSIALWMS_ INTO CONCRETE A CONCRETE : N I! , I ; I I , � AR', W/No LIFE %Arm PANELS LOCATION VIF LIFE ts" NOTE -�--"- .....__._�_ TRACKS CONCRETE SHEET 15 FOR ANCHORS TYPE to SPACING " WITALLADIONIS INTO WOW STORM AI CO Uss tHAN FRIAMIL3 ON SCHEDULE qrmxt ANCHOR SPACING IF YAkmW NANtME y • FLOOR MOUNTING _ : OR LAST PANCL) ,�_ __�___I-,t - -4 P.-) !&IIIIIIII, - C.) 1 3 311, 3112 I , L" � I V. W URM 0 6, D.C. J 1'r (V �� iHEvFt_ RAK'S INSTALLED ADACEW TO REGUtAR PANCLt. . SCE -it 1) SL;"wQ.t_2__ 4&v,�LIi.QqR_mOw_.CQwm A1_2QmML_S,__".! I Y. PANES CONSISTS OF 0039" G&VANIZUD STEEL GTORU PANEL THE FRAME DNS+DE OF AAE.; "I . I • - I. �,� A. ALLTE 1 _ ' WALL MOUNTING INS PANEL REOU E5 21%CK To BE COMPONENT (Z & � 4 , i528 -1515,0 3' 3' I. _L SHEET OF IHIS .-I- ll as * ._.�_._.__.. 1 3- -,-L----- _...-_._.�.__ NIA LENGTH FOR CICIMPONENT a) G I S' - _4 .. 140 • 0 GAGE GALVANIZED STEEL STORM PANEL , "IfLIO Iknw, �� 20 GAGE GALVANIZED STEEL STORM PANEL MAY z L VAuto FOP WI.D010 WITH AAA ATE STORM PANEL _ - I / ON PRODUCTS, Lm "'"."De' ,P*.. FEE -D�- -� I "GLOBAL PROTECTION PRODUCTS. LLC. DINGS ON qIIEE- 15 , OR%U.�,-*07 I EC101imic " .II, I 11LIECOlimc I, .11RO &. 51 $TRW Ft - -,, 0� - � . ..... w -�"i;�l,�, : / 11LIECO.., I400 Sr. FRANC PINE 4. 2, AND Jr., do SHEET NO. IS H 1.1 - rlqF- �\,• : . No. 44167 %. � . . ID ftA . pow PANCLIM11' Puri * - } MINI , I I ALTERNATIVE --"-L!-.-j SCALE " 1-- 35. Aew>t® ; 1 I g -- "-I- AT � ., .,n , Ft IN OF Mn MATT FOR � SCALE • j INSTALLATION ONLY VALID FOR BUILDINGS WIIH AS D DESIGN UP io .55 Is, E-120 PSF AND PANEL'S LENGTH UP TO 8'-8 FRAME CONSIROCIloW WOOD 0 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRO DUCTS , LLC. .� ANY MAXIMUM A.S.D. DESIGN PRESSURE RATING (ja.9.1.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS(j'j& 2 INSTALLATIONS INTO EXISTING CONCRETE A X STRUCTURES (VAUD OF&V FOR PAINELS(Ok QINSIALLATIONS A PER SECINONS I rHRU 10. ON SHEE-TS 4. 5 At 8) $ CONCRETE MoxwUM __ - __. MAXIMUM ANCHORS SPACAK) FOR CLIT - 3 1/2' ��_ AITUCAMU TO _ A S PRESSURE i ' ------4------- __________,_, - 7 10 Aw CONFIRMATION 'ENCIN v ln) to I I TO RAFING 10 CONCIMETI! COW'DICIE 10 CONCREP(i C001TCORE71 To COWRM VONCAM To CONCRETE: CONC.Im 1. CONCRETE CONCRETE 10 CONCRETE i COKftn or bf. (P . L) I foxir I BLOCK I 1 SIOCK I i I'loc. ! BLOC. ALLOO, I I I I I - C. I 6- 1 N/. S' I N/A 6- NIA N/A I N/A I (lop) j__ -_ - - -4- - --.----- ----.-- - I 1* N/A N/A - - '. I 9- _ 1 6' 6, � 5, NIA I N/A I (BOT10m) _111_ - 6� k N/A 6' 1A - 6! l N/A N/A 5' 1A N N/A N/A 2 (TOP) 11 C' N/A N/A 1* I N/A 5" : N/A 5 . N/A N/* 1 NIA 2 (BOTTOM) - ... j___--41...,. N/A_ EE-E' OR LESS I -_ -.8. I -_ N/A 1* j I' /A 6 . N/A - - - I . 1 4 6' 1, I , - N I N/A 3 (BOTTOM) �- I ,"_. f . I N/A N/A N/A_ I" A_ I - N/A 6 N/A N/A N/A 7 (TOP) ..! i--- - ----- _ _ _1 _.____4_ � I _1A 6 4' 4/A - N/A _ _ _li* 6' 1 6- 6. 6' � 6- N N�A - I � It - I ��Tlr`-) - ----I - - - - - ---- - - - - _ N/A I N/A 12 1/2 l 6 1/4 12 112' ; 6 1/4' 1 6 I/I` 6 1 /.' 6 1/4 , 6 1/4 N/A , N/A 5 (TOP/67nom) 1 1! I *500, -5,3.3 NIA � N/A 12 1/2- ; 6 1/4' 12 /2' 1 6 t/4" 6 1/4- 1 6 ;/4- I 6 i/4' ; NIA 6 (TOP/BOI'TDM) : '-2' 6 1/4' 1 N/A .55D. -72.0 N/A 1 N/A 6 1/4- N/A 6 1/4' 1 N/A I, )J.' � 6 ;/4- 6 1/4- ,8*-$* To I 1 *-2' N/A ' N/A N/A N/A N/A 1 1 N/A N/A_ I N/A 6 1/4' j 11 1 4' � 1/4- a. 0, + 1 0 (TOP) I � 6 A t N/A N/A H/A N/A V 6' 1 6 l,'4- 1 6 1/4' 8 (BOTTOM) ; -------I - -Tom) 12'-4' OR LISS - . I i I 1 .43.5, -490 :__ _!__ - ��/ OR LESS 6 I N/A A T,/A N/A "/A N/A fi. � , . 6 1/4 9 (901 , _it � _� IN . L_ -7 I NIA I N/A I N/A I N/A %/A I N/A I ./A I U. DESIGN TAPCON _`1 IAP-cor -- Dim',; PAMCtt ZINC - ID - - - --- PANELUATE PLUS --- =--s-o" .----- SECTIon IF A NAUIFFUN PANEL k , N/A N/A I 4/A 6' J t555. -72.0 '. i N/A N/A � NIA 8 . I NIA 6' IL N/A 6, ! N/A N/A _ N/A .5 a 4_(TUP)_ IlV-5' CO N/ I .IE-11* TO 11 I 6 I/-' j N/A I N/A 6 (TOP/BOTTOM) /4: 1 11 1/ I N/A N/A I 6 I/A' 1 6 1/4' 6 1/4- I 6 1/4- I 10 (BOTTOM) , Ietarn, io, if AND ig FDA ANcHums m & vWO;mG FOR IN&TALutrom INTO wow FRAME Etwo-mmit IRNORLM AdI WACINOS Alto UNIRRAII COOL OtVAWA ME .QICAIO) C. IKS ScREDULE FOR LESS THAN MICUIED ON SCAMILL REDUCE ANCHOR SPACING W FAL�PLFPG SM-14 SHOWN ON SCHEDVil fiv InE FOULOWNG FAVORS , FOR �j OPERAIK). TO POSSRAL. REDUCED S-KING OBTAINED I.S.0 I-ACION, SNALL_ NOT K LLS5. THAN, MINIMUM SPACM W&4^TED POR EACH ANCHOR ANKNICAS LEGEND AMCOR "m 1/416 ,/IV. 1 1/4'. 1 1/4*. I /4'. I /4-. _ I"" Q, W-W PmcLNAt P'M-A Cold- soul-ist .--�..!!!!!!!!�!,!! _ , zp?.., .. - 3 ol%r, = I O" M" (.j 2- I , q 3 1/2 I I �;r - MORK rA am omadmit IF A -C I 0 Is - P _ 'm -1 - . . Iq!!1 . - - SEC CO BE TYPE AT c!at>-..-...- 3 -2-_�--i I _.1 ) ce� I � / IzL 7; A, 0 .z; 15 -.0,40, LA-1 CD .r- , C 0 ,�" ,- d " 6 C"A- C� pl- . , " 1) 0 1 � I 11 - .'!� M " , w 0 - 0_1 3; , T 0 to w , _ I ]�� 7 0- I,, I llrl� NSTALLATION DETAILS FQR REQULAO PANELSILA-lAb INTO EXISTING WOOD STRUCTURES , :�', PAWALMATE P LA , . 11. -IT PLUS 57�'O PANEL -IQ , Y/ /4' O.0 W/ 1 7/8' 1 : ILI, :j c /., ox W/ I .,/b. I � � 'a' V , 111READID) PENFIRATION 0 ot.,PVEA IMEADCO PENCIIIATiON It -i--! I I EXISTING WOOD 14CAMA - , ____ I EXISTING WOOD HEADER -.-- . I -, EIIIIINC WOOD IIAM ! i , I I I , . I ! I EDER, Vol, 0 1 1 mor, "o . .1 : q 1 6 v., ot I I 6 1/., 9. : I "o" "` I I WOOD AOER 2. � FA " . I e I t I "I . - I .I . - M I 10 � MR, x1oulkn, .1 - 7 A - _,L (11 I �; '* ... i I I I _� �Ij -I - ;, �, " I I t I- __ i, - I 1 0- _� IF "I'D' -11 1, � - f , LJI_� ! in unamAt all � I X, ��%` I In I14butr ON I LiLrImull.-_ � L � v ' � nom W � I ' : : i ... - VI40ADON , I- Ft SE . I I I . ! -to .-Ag."ONt ; I 10 (Air . 10 GLASS I I I It— PAWL tENGI" I W'. PANEL ! 1 "I", ""' O * � ./.,. �,, is ME Halt 1) L ./I,I _,* (,rF MOIL ,) V. . FT NOTE 11 . Ili". I I 4 & IF, ,/$-, I , - 1 i Its . 1;;� 4 � .I Fi/ 111FIl . tf" I'D, I . PIN; ., . 1 .3/w. wom, NOT * � I ; vn* I . j �. PO I IF �§ . I ! -1 N111. _ I VWPP OW(AILAII � mo I L . � I : i I f I I � i I � . I , . I wx � I OF 1- ; � I wx I : I OF 'L* No � Of 'L . I I IMAIL ! QU4, � 't, i il I � I , , . --- 7 1 i 'f- w. I , 11 r_t"7---- '� 7! %F777-- I . :: I I./ I 11311� _ .= -I'll.I—. nN, Inr � lowl. F� �_, - I I -.1. I ""' /3,* 20 I . � WD, I - - - � I I I - . I � I To 4 , I I., I ---L---- i � I , REWS 2 D PLATE I . L)4-10 PANELMATE PLUS RJO.,41, 1 1 1 -.4- WOOIZ'.4*-1,011P,ATIPLATEMIN THREADEDCOVOREDGo" R I j , � I N2;��Irft) I "I , PV` - A' : a 1/4" O.0 */ 1 7/9' MICVFDT� OF PLATE I 1:` THREADED PENETRATION 0 1 � �, I MID W01. 11 IIAII 5i OC STAOCIEREO W/ ,= IPY�, .. , 0 EIIETRATION At MIDRADTH . I I - I "' , "' , �! 1 . DIRECT LAWN I I , ` I I, I flesm G INSTALLATION DIRECT MOUNT 6 IJLL MOUNII 9 INSTALLATIO SCALE 3/8.1- QwItiff - vAr 3/9-1- SCA`x 3/8-1, ' * I. S FOR ALTERNAITAS SW. 9W & IOW ONLY VALID FO MR%, ' Up 10 + 43 . 8. -48.0 P.. t, AND "'111111111 ISO DESIGN �OAD' � - ; �N_ALE" UP 0 2'-4 _% 110 1;� � ... !'�17 . ANEL Ca. I FRAME,CONSTRUC ,ONOW00D MEMBERS It) (It SOUTHERN .. -�r ,�.R 1.�. 1. I z L, ENSj`--:? 5, IN, D , to, or 55 OR (UVkI . �1% FLORIDA BUILDING CODE (High Velocity Hur Icon* Zone) z � No, 41 II'StO DLIWI - 1,` Non FOR COMBINATION OF SECTIONS - . . * E 20 GAGE GALVANIZED STEEL STORM PANEL 0%dW` BY , 2 * * --...-.-- . TOP ,it BOTTOM MOUNIINCTS CAN Of T TE Ot = - - ,,r �, COMBINED IN ALNN` WAY TO SUIT �.. S TE OF _', GLOBAL PROTECTION PRODUCTS, LLC. ,,, LF V , , Rik , )-- / 111LIECOisic ~ S. - V Rlk)'�-�, I YU.1, ?C"wia It CNO.CMNG 03 . 'I =I. INS rALLATICIN , "L I - V_�_�Z,',_ ] IN, UPAN -176 ik� I R_ - . " RNomE Eww" rw rm (mwKwo-vo, 20 - P`R,KF_,_ , EdW__ V _______T__ 1 - AN -Good"If . -th� �-O� - - I , __ " A_TAJ_A� P k � IV ar 24 rDo'6S I "11"Z"It" , ,-.4107- �- - - I - I 1 ( ( n Smu a ' LENGTH I as .... I _ "rim 0 . � . I,N* or I �-i -mw�_ I ; - -eowf�'..'� -_ J, 0 I� Z' - to , --- �,MW; iI 10 f 1. _. _...__� 1...._ __ I .: 1_�_ I .. ., ' I! Ulc, SC �''' �••• OF PUTS DIRECT MOUNT BUILDINGS "L.5 LENGTH T 12'-4' PANEL'S NOTES: i. SPECIFIC pEor DENSITY ` ANY "�, -.0,,:'. . . __�- .6--j 0 a) C_ = 2 -L-- = -0 -0 = 0 .S? -= a) II.- = = 0 U_ :-� "...... m m - . " .D a) " IIIIIIIIIII, 0- Cn ,N,0 ,_ CU C:)- C_ CU -I.- III- (n < L� l. In 71- X'I I ; W J _ ------,-, ___ -.--.-.--,--- --.--.-- --- CONC-7 ANCHO" commli ANCNM -FOR 00.,04111: woo". SEE SCHEDULE ON WE I., .--- ____ _,_________ I I -� -, (SIDE Scmiroxf ON (SIDE X-110.11 ON "Id doon SOONER SEE VILT, I, - I " ') 1 )_ � 8 - -'\\ -3. f 11-3 At rERNATL __� " " ( _ , LLLL ,W. . , 2 & 3 SYSTEM $for ") _\ I &.IF, 14) L I S`C`QN ON 2 &.Iw/ 5 )L INSTALLATION - 114 2/4. W4, 114 CUR, 4/4 1 - (1) 2. I " ^ - - AT END PAWL 8 � - . t Potwo CO.C.M 1 _ �i__ - , .I, aP ft '. . , . - - .. -, _ - L 17 � - -I,, 7- __ __ - ;/4 W/ j! _ _� * - I _J __-:-T- __ _1. . . __1__.. 1W!" It 11_1 i _ 7- IT.. - . - --i - - __ - - ___-, - - -_ . I I � _ I -A- ----T -- I . STUDS 0 EVERY I .. I -_ -.1. I I. .. _ - , '19,_ .."" PENETRATION _ Ll!* I .,4 i � I � 1 j . PRIN RON WEADEN, I ___.__.__i I \ . ....' ,iTT�TTT_TTI�jl' I j ! I i 1 1 1 I i L � ) k ! 1 1 ; � i I I ; i � - �' - 1-111, "'A'"o, ,,a- I -Fff _ _ _ �J_ 1147 1 1 . i I I POtRTO CONCRET,F I I 4-L ji�, 1 11 -_ REQUIDOD I il I 1 I - I , __ , \ - q i - I 4 - ,.- __ I I I -_ - 1, - -, i r - \ I : - i411,----Cw.��-__4__-1�r1I-+I9'I-I11,�I�II,:I,,i�')-�41!."I,�i-�1�I11�CCASE)�I2�T1Ji1_�-1(CASE-1� il �IIm7 \�,I -_-_I, 5/6\�,�II�IS7UDS 0 EVERY!UNI:,�1�IiIT I . I J� , I -�' _ L I i 1. I (D - L �'j, A , I t__ f ; � � I I ! , � I [ 4j, ) � . i ; I` 11 1 -I'l 'I IL� '' j J] *, i I I 1 I 1 � 1 1 . _____ I � 1 V 1, I 0 C) .-I.-.- - 1 IEI�2 ,_., I i 191 SCnFw%f . I - � I L 1i om- I t-m sc.[&,u oII I : � I I , .� I _--_rI I.EET 141 -- - , � t I I ---I .- I- (HIS) -, -.1 +-.'.. . 11 , I 1, I -t- I , to, t L - 4 1 ; I , tj t � I \ I i � ., _L 4 - - STUD 0 12 1/7' 0 C I I I/ I ; 1� I , 7- ! � L,--,- I F Lz I ": Eo� I __= _"'- NIMOM PANEI - PANEL I � I ,a , 11-1 I 1 1 1 1 ! i ; 7 , /. -, SEE SEE i \---IN7[MDP PANEL -ENO PAND � 1 ! -4--i I— '/.Noo� m! --- lL_,/.,* RAEHUmE 0 I I ! i I I , 1i I. SCHUDOU § 1/4' 1 Ut WON HILLOCRA - I -, -11 9 I , ; I I : I � I I . I � rq I 1 �m5m, ., I , 4X;� * ! ! I 1 1 � I(,, 161 I , I i L R - . I � TIFF I I -- _ I _ I - � - - (��, 11 �, : [ _ SCHEDULE 01 Of Lr - - -, . En.'r t 11 /I / - - , % 5/!. _ (CAME Ili / : 7�Ts./ , SPCC LITS 5( ! ! ! I 1 ; I ! 1 1 1 1 t, ; ! (B OR (T�," IOR U. -- Fop M. I SCH � Aroodum, J# 11 / II, � I . I) "�?D, -r ' , - - I '/#' ' � _ ANCHOR ANCHOR 1� - - iIo,,, I , ! 1 1 I I I I (R - (§ 50110"", ,. _. 1 I 1.1 or, 1/1411 � ?.Te"'n - 5 W. 4� I . I : IT FOR III #2 Fop i 2/14) � � I - i . I I , OR DIRECT MOUNT SPALM !;PACFNc "ANCHOO - ANCHOR � � i I I - - i I I I � I L 1� - I 1 4", 1 � � I SPACING SPACING I I 1 � 1 - � i i i , ; [' : I i i I ; I i I � � . ,'-S' wR, -1 -----.--.-- 3- "P - -1 - 16- I I malotto ! > I ! _. i I i i *4 __I__ -- -,%-.-!. . � I ! __ %, L _ 4 - v -W.3/32, � MWAREV , I , - I :1 I � : _TJffJW1oE� / I , I i , 1 I I 1 1 , 1 � to II/'.) I , ) 4v',L- I � i 1 � � i I I (40 1 WEIND "E'DIR, : A , � 1 i I ! I � I � 1 W, vv� I/,. ! � . , i � i I i , I i I i � I I r.-Ex"FoRl DETAIL I : WALL MOUNTING INSTALLATION (APPLICABLE TO ... 1) DETAL 2 ; FLQOR MOUNTING INSTALLABON (APPLICABLE TO SCHEDULE 2 0 j A t i I � L j jim.11IIIIAll IDGIVION SCALE 3/ir - I- SCALE 3/16' - I* 1 N". i �,, 1 -�, VUM01112 I � � I 1 1 1 � I � I ) � [ � I I 011luROPARTIE; � I i 0 I E------- , - I : i i � 11, . � I i(my ARS Ill. AUERWAE-1 ALIERNATIVE , � Ot : , , !� � � ! I- UACHR41 9 CL J I � I 0 I& ,T) I/w - , SC IF ; i I ' L I I :1 j I � ill T_ I I I . i � -� 4' I ; 44+7 ' I ' %- SCHEDU , � . 1 1 1 . , i ! F I , 11,1 � �IIA i INTS) (Mr I'll ,�,fl,?" t IT ,=,nT,, ! I ! I I I -i � MAXIMUM PANEL LENGTH I love 0_ "lloof c - 1 � i t U CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT A, FOR On I/ 14) i � . __14`_ I. RON WALL I .1 I � I 4 1 IW*A*M I i ;- I ;_ .,%`P1P1L1Q&E ONLT. M.11LOVICS-A A;__4JQWLk_rQL1 AOL-IMIF01-51CIFA-PAMLL � 11 I � I I I t ; 1 Ljpoll/IIII 2/4, 2A14. 3/4 OR 4/4 2 & IW/15 (n BLOCK STRUCTURES SY1mM_Qm_$jw_L31 I , i . -.10 � I .,..� I i , I � � I ; AiTFIRNATE tOCAVION = DI i - u�� %t WHEOL,Lf I I < I I I I 11 -1 ON UPE SAFETY PANEL L_ SQUQLL k-I ; ,r§, W., WAL-III0910. C.QNW1ONSJOP_*_J1OETQN X _LJ)_.Ia_A 1127 * INIT.Of RADID, TO - I .-- � ON %wv I- I -, I �� I I- lKlowl -_ --(.,) -_ I F St-ARAP" I � - 9 -IIII-0 I I I O I , -,-,- � 70 OtAW, ., I - _j , i I I REGULAR PANELS Wl OR Ft --� - A.S,O INICON C, I'Ll-ohl, EAP_ INNEutor 11OWNE 0 �t� rL5 ��L TO .... -n l 1-41 - to' I 0 � I ,j,1!-__-L- I It SAFETY PAN I- t I _- I . I I ._ .... ..- ---,-.,-.- - - -.-.. _ - .Aw_ t 11 .1 . I L�, I W10 WGIJUUT fSFE NOTE I 0113" To T6 TO To � I ! LO . 11 11, HICLOW) I LAST PAIRD. qo).� K w `111�1, " .-W, to To I C To ONDO ,I M - Eot'j":". LEADT" -L' (.,) ! 1 =3 CONCmv ARE Oft . , PANEL STNIFLO AS ctw_vvt CON,im CONCRETE WNCW,r CoNcpm ON,im 00"CIRET, con CONCRETE � I OR CD / LIFE WM OFIL.0d, sfwi RA7m I- __ - or YNE. SU FRAME 11VILOM I �_____ i I , 10 �___ ro, , " \ � � , BLOCK KOCK eLock FROU RLOCA � � I I to ca (VI S'NEDL" OR - I , 1 1 i"Er 11) Cl-Al " _," F. AbA& OPTION &I FOR 41EE $AFETY WAYS SE N/A 1 & 2 (TOP) 10 FA(XjEo;"E"0W/NWjAA _wUl ANOoF whD'HICS AND ".- Con. DISTANCE INIF FR000,14D . IN't ScHrou". lop tMA I* " _!ZA__,_ N/A N/A O" 1 NIA _-6, N/A _ _1_ - I I TVILVPIO VAC04 - , .1 - L 1 i Cal - I I "A -ROD 41DIANCO To HE INSTALLED OR PrUONFb 'ROM INSIDE '55o� - 72 0 ' t. ____ a. I - I - - CONCRETE ANClOn OF SIRUCIVRE 9 I 9- - 9. I (Pollom) FKDU= VVIONG ONTA"m USIUC FACTOR SKILL Nor INE Lu% THAN UHNIsw !IFINCTIm; il 11 - ____ N (fin ScHcDou: tw I I v - INDICATED fOR lAClI ANCHOR TYPE AT AUNDIS I.VOINKI - ROM Pu'r, / -I--- - & 9' - 7' 1 D. I i�__ ___q- - 5'-O' OR LESS S"CW% ON SCHEDULE SEE FIE FMIOWM FACTO" MR INIS ORIEFULIXON TO K POSIME, I. ______ . ---.--,..- - ___', - j ELEVATION '. N A N/A 1 N S' I N/A 6' I N/A !�_ N/A I & 2 (�rjp - - 11 REWIRED 0 ,550 -72,D - 1 ,5' 0 TO I -6 - a `Rn 14) Sr;NLr 3/32--i. 9. 5' �. 17 112-1 0. 1 9. 9- I- v _�tf_w) I Oxmm TOME 1/4-0 1/4'. 1/4'. 1/0. ./4-. 1 - i I � I � I ,� L_ WALL MOUNTING INSTALLA710M WAU AMD INS I , ( - I �. )'L.rt � I i . ...... _ -, 9, I RIVIRRED i _; -�-/A W/� � ;I/'� - 9 14 A , . 'A'". "*-4" --r RROUR., --. I - SCALE 3/8* - I' - SECTION 2 SCALE 3/8* - t, ( . i; C I N/A I A 2 (lop) .. , 10 IF-41 - - ,- " _.______ - - - - - - - - 'I I :;,� - --,� - -_ $ . - SECTION I 6 @-,p .. -1 - �550 -740 - 1 � I -0, � CIO a- - -1 1 �7"6 "` "' , .1 M4 j� 11� I I '. i C-- - --. 8- I 9' I S" I 6, r a. 6' 1. I I (BOTTOM) I .-. w �. vxm C.) 3 3 3 3 IT In � , I 'j - � --- ,, - I , I \ \1 ne, - J, NO711i-ON.101 E Sffllj�,SWRMI _P&W__Az4ILM_1WaIALLbIfQl9 ; _ tt_ .... __ - - . __ \ - I JFE SAFM STORM PANEL CAN BE LOCATED AS AN END PANEL ("IRS w/ 1 1/2' ALTERNATIVE _3 ALTERNATIVE -4 0 a) UR AS AN INTERIOR PANEL (ANY PANCL LOCATION IN BETWEEN END PANELS a "ERN. '. Amum. rA "SEE mwmm - __; ANCHOR 2 " , � ,-! �IFF SA f PANELS MAY OR MAY NOT BE .,1_.1.,,2_* * I ,�T , " THRIADED PENETRATION OR U) W/ ORVIW/C REGU(AP TRACKS.) -.U. *so "'A � 11w 0 Stv - ETON, TOP or .xu) w , EVw to r APPI.C.ABLE 10 I VI - I ,:.� - � I __ " I 1 10.4/s, LONG � ftA.,�C A? " m now III, wAwo* i L /:.204- _ 2 LIFE SAFM S" AS SECTION 8-8 US" __W;� - 14 . ____ -,---L- , SECTIONS " MMMUM PANCI. ) - - I. 114'0 20 pmft�ll FIA'Alf 0 of NATIVE WOOD CONDITIONS A ANCHOR LOCATION =IN It ,nn R 0 6, 0 % , '12- w . I. HENT 6"" - SHEET 2 OF , el. - I" __ ,li), COMI&NAT,01 LENGTH %* (ft.) 000 . DO AMONATE " ,C ,,, D "fo OF THEY e Z-41" - "" -m W, %NOWN Im QARIII - -_ ODNI QUICEL". I I � kk 726 COMmPEOL ALLOWS ITSELF TO EIC DRAWING SCALE 3/32-' - 10 I 'm - I - - .." ______�_ TNRIAEF "W.A- 0 `NG WAID STRUCTURE REMOVED ON INSTALLED FROF0 T 3 In' I I 'J.- FoEt vw,,T. - " m . N& oo,11IINNFINI, 901-OM TpA(',' to ....... , I 49.1 2 (IJOTIOM) 7--b- 2t_ !Ss `\)CENSe '-. . N %, _.tl I . __ 's ,�' - ,J�kj . �. It o��. I. , 7 I U11 "I'll, _ __�" - 4' 2 (ROTIOM) r-fl. OR . . '.�!�lt . �- __ 4_j/ _� ____j ,_(3� _ _ - ,f��. ALLATIO -1 LIVE SAFETY T_ I I. LIJ ........ _�_ -------,--,-"--'-'-------""-"-"-----'---"'L'.-,- --- ____ ij .... - , .. ..4 % _,2, 0 - 2 )/., 4' T,7i. 2 (BOTTOM) 76' OR LEM f .: No. 44167 I, A1M1LRWff_tW_ 110 =3 BE WE .1 I�All I -1 'D.��7 '4� NT J.T , . ."ALLED IVALL OR FLOOR MOUNTED FOLLOWING SECTIONS I a I . �5$ 2 1/2 _ 5 ENi .. IM E N S,r I. .--. __ . . - __ _ ------- . - SIALIE: S1W - " 14 1 2 2 ON IH6 SHEET, As WELL AS DETAILS I Ill 2 ON SHErl 14, . ,\ � �-,.--. 7 I m ,` FLORIDA BUILDING CODE (High Velocity War can* Zone). 55.o -72.0 2 1/2* 1/2 N/A 2 (BOTTOM) ,,7-6, 70 FI'--O'l 2- *,, FLORIDA BUILDING CO If I I __ ______2_j�/A - . '.. \ ' DE (High Velocity litur icons Zone) Z : No. 1. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 4 t It5lSO -720 I N/A N/A . 3. 1 2 (tiorom) fI7'-6* TO 8'-8- % -$% ' � knuo. I'C fP z I, < IP 2 � = I . IPL ---------- ------- DRUP, or malm � TIT '.. cl E of - ,-._._T�n_t_ COMPONENT __ ".,' t�NNNNAULUA ��_ . S1 - SCHEDULES 6& 2. SHEET 14, - - - .1 . - -----� . \ I INGIAILLAJONS ARE ONLY Or.904 'LOODE Or TO z i z Ot PERMANENT 09 REMOVABLE .. . S or-, � _. . , " r GLOBAL PROTECTI !� - --_1 / /26/2"o Mz .X. ft RZO, INC 20 GAGE GALVANIZED STEEL " or ANCHOR SPACINC FOR COMPONENT Qj) ANCHORAGE AT earom IS c.jvE% ON - I III . - b, �-..&R%;�.- . .1 %-< '... A It. �., � - - , GLOBAL PROTECTION PRODUCTS, LLC. d""n"N' �4M " .55 5. -'no OFF AND PAKEL'S LCWM Up To JE-rL � - R% " _N - I- -, � * ' , , _N. * 5 SEE DETALS FOR INSlAi-LATION INTO WOOD FRAME WI 11 smw mm , ij.., - -4 ..... �-_ i4-,',f, , "'. --;,e- FOR NEW WOOD CDOSrM"Cmw *000 gEmum 10 K SOUTHERN __� z ) A im, ,,, now, 11 Mil. .. .. - ...�t,_ "-".!, - W/ SFICCOW DIENS'n Of am OR [OVAL 11 - nUff TIEVING IF ��g E _. n S.I. 20-176 Ir"ZI-P. I 11" 1. 0_ ..... - .- - I- �11111'1z"," I ��`A � �_, ,!.42m_`, . Rl L -, , / ', � S. 51 !DIRECT �/2,:Ii , 2 ,F �� I clo"W col"I", 20-176 WIT WIN mi'mr,"' 313", Not.. - PHORS. (.P)."-�b. 1 ("HUMM-aral XR__..1. '001. (tU)O"-".$ I. (t�)M-glsl -176 - _ _ I'Lur _ W; ,T..,.�,Xk P�_.H` - - . SPACERS AT TRACKS INSTALUD ADANCENT SEYONq TO 1;TtXCO/WOOD BANDS '111-11Z� .N.II& . ." ,_ - nort--low, I Z - (-I Us ft < 6 SEE SHEET 4 FOP DETAIL APPLICABLE TC- THE NFC(7SSTTV FOR TMF NSvA1.LATVN O� ANDRE: (q. (�)W-4n7 20 - - I- -00fill �ff - ---L-'-- 0 t 1U,,`WIINIFPRIF/OkN RWL "I A .l, " - -!- __.. . 1"m 1. a n . I %P./-T-/[UTr WILEA IL P� P EL !it`[� SHM 11 or 2. _j a," - I __ I __ � I rILIAT, .16, . ..- i,wj Liolsoma IN, of sm/SKI4.1MIDATt - CA_ 10,111, - . ------------ - EA `Om no I I r I I 11m, I " I IAr InT=--_----- r74 I Q_ I . ND,. I , � LOCATION( - � -1 - - L= ('��)-- - DETAIL5. FOR OPTION # I FOR LIFE SAFETY STORM PANEL 1 TAG tolot 0 6 O.G. OVERLAP I I • I I I I I al i-- /2' 0- C. NOW PANEL--�-�---�- I-,. -_ , I . - �---I-- - -l-----`t- --- �__f_-�'� ;v. I � I- - , , 11 , F�11 r11111, I'll" .1 1, � 711,1]11�1 I CNIEWAP _ L - --- .....-I _.t_ I II " I tl 17 ;i ( 1. I . ; 1 III ; I . i I I � 1 1 1 11 (DIDPAHOL) iIONTONOR PAMEQ(WE�FIANU�4.`�:II,��,�iiiii,2:�I`t" ,1i��L,'amjIii11-1_4d,_1,��~ ':4�IFERill"UP�1J-_--I'���,IIII,'__I��i(1)I i F-�I;Ii��;-I-� !111!�IIrTI i 111Y, -- � I1�!�L"-:I I�11i L�IED�;F.��,,TOGLASS-,iIi -uld0-j'11"!I.-�,,1�I - - - • , .'. I 1 1 I ENO �.. __�:.,..._.-.._._-_____ --3'-- O.d '�. I ! : '-�' I !I i l , MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.8.1.) AND MAXIMUM A-S-D, DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDIN , _ , , I I i i � 11 2 & Iw/15 T. WSIALWMS_ INTO CONCRETE A CONCRETE : N I! , I ; I I , � AR', W/No LIFE %Arm PANELS LOCATION VIF LIFE ts" NOTE -�--"- .....__._�_ TRACKS CONCRETE SHEET 15 FOR ANCHORS TYPE to SPACING " WITALLADIONIS INTO WOW STORM AI CO Uss tHAN FRIAMIL3 ON SCHEDULE qrmxt ANCHOR SPACING IF YAkmW NANtME y • FLOOR MOUNTING _ : OR LAST PANCL) ,�_ __�___I-,t - -4 P.-) !&IIIIIIII, - C.) 1 3 311, 3112 I , L" � I V. W URM 0 6, D.C. J 1'r (V �� iHEvFt_ RAK'S INSTALLED ADACEW TO REGUtAR PANCLt. . SCE -it 1) SL;"wQ.t_2__ 4&v,�LIi.QqR_mOw_.CQwm A1_2QmML_S,__".! I Y. PANES CONSISTS OF 0039" G&VANIZUD STEEL GTORU PANEL THE FRAME DNS+DE OF AAE.; "I . I • - I. �,� A. ALLTE 1 _ ' WALL MOUNTING INS PANEL REOU E5 21%CK To BE COMPONENT (Z & � 4 , i528 -1515,0 3' 3' I. _L SHEET OF IHIS .-I- ll as * ._.�_._.__.. 1 3- -,-L----- _...-_._.�.__ NIA LENGTH FOR CICIMPONENT a) G I S' - _4 .. 140 • 0 GAGE GALVANIZED STEEL STORM PANEL , "IfLIO Iknw, �� 20 GAGE GALVANIZED STEEL STORM PANEL MAY z L VAuto FOP WI.D010 WITH AAA ATE STORM PANEL _ - I / ON PRODUCTS, Lm "'"."De' ,P*.. FEE -D�- -� I "GLOBAL PROTECTION PRODUCTS. LLC. DINGS ON qIIEE- 15 , OR%U.�,-*07 I EC101imic " .II, I 11LIECOlimc I, .11RO &. 51 $TRW Ft - -,, 0� - � . ..... w -�"i;�l,�, : / 11LIECO.., I400 Sr. FRANC PINE 4. 2, AND Jr., do SHEET NO. IS H 1.1 ID ftA . pow PANCLIM11' Puri * - } MINI , I I ALTERNATIVE --"-L!-.-j SCALE " 1-- 35. Aew>t® ; 1 I g -- "-I- AT � ., .,n , Ft IN OF Mn MATT FOR � SCALE • j INSTALLATION ONLY VALID FOR BUILDINGS WIIH AS D DESIGN UP io .55 Is, E-120 PSF AND PANEL'S LENGTH UP TO 8'-8 FRAME CONSIROCIloW WOOD 0 GAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRO DUCTS , LLC. .� ANY MAXIMUM A.S.D. DESIGN PRESSURE RATING (ja.9.1.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS(j'j& 2 INSTALLATIONS INTO EXISTING CONCRETE A X STRUCTURES (VAUD OF&V FOR PAINELS(Ok QINSIALLATIONS A PER SECINONS I rHRU 10. ON SHEE-TS 4. 5 At 8) $ CONCRETE MoxwUM __ - __. MAXIMUM ANCHORS SPACAK) FOR CLIT - 3 1/2' ��_ AITUCAMU TO _ A S PRESSURE i ' ------4------- __________,_, - 7 10 Aw CONFIRMATION 'ENCIN v ln) to I I TO RAFING 10 CONCIMETI! COW'DICIE 10 CONCREP(i C001TCORE71 To COWRM VONCAM To CONCRETE: CONC.Im 1. CONCRETE CONCRETE 10 CONCRETE i COKftn or bf. (P . L) I foxir I BLOCK I 1 SIOCK I i I'loc. ! BLOC. ALLOO, I I I I I - C. I 6- 1 N/. S' I N/A 6- NIA N/A I N/A I (lop) j__ -_ - - -4- - --.----- ----.-- - I 1* N/A N/A - - '. I 9- _ 1 6' 6, � 5, NIA I N/A I (BOT10m) _111_ - 6� k N/A 6' 1A - 6! l N/A N/A 5' 1A N N/A N/A 2 (TOP) 11 C' N/A N/A 1* I N/A 5" : N/A 5 . N/A N/* 1 NIA 2 (BOTTOM) - ... j___--41...,. N/A_ EE-E' OR LESS I -_ -.8. I -_ N/A 1* j I' /A 6 . N/A - - - I . 1 4 6' 1, I , - N I N/A 3 (BOTTOM) �- I ,"_. f . I N/A N/A N/A_ I" A_ I - N/A 6 N/A N/A N/A 7 (TOP) ..! i--- - ----- _ _ _1 _.____4_ � I _1A 6 4' 4/A - N/A _ _ _li* 6' 1 6- 6. 6' � 6- N N�A - I � It - I ��Tlr`-) - ----I - - - - - ---- - - - - _ N/A I N/A 12 1/2 l 6 1/4 12 112' ; 6 1/4' 1 6 I/I` 6 1 /.' 6 1/4 , 6 1/4 N/A , N/A 5 (TOP/67nom) 1 1! I *500, -5,3.3 NIA � N/A 12 1/2- ; 6 1/4' 12 /2' 1 6 t/4" 6 1/4- 1 6 ;/4- I 6 i/4' ; NIA 6 (TOP/BOI'TDM) : '-2' 6 1/4' 1 N/A .55D. -72.0 N/A 1 N/A 6 1/4- N/A 6 1/4' 1 N/A I, )J.' � 6 ;/4- 6 1/4- ,8*-$* To I 1 *-2' N/A ' N/A N/A N/A N/A 1 1 N/A N/A_ I N/A 6 1/4' j 11 1 4' � 1/4- a. 0, + 1 0 (TOP) I � 6 A t N/A N/A H/A N/A V 6' 1 6 l,'4- 1 6 1/4' 8 (BOTTOM) ; -------I - -Tom) 12'-4' OR LISS - . I i I 1 .43.5, -490 :__ _!__ - ��/ OR LESS 6 I N/A A T,/A N/A "/A N/A fi. � , . 6 1/4 9 (901 , _it � _� IN . L_ -7 I NIA I N/A I N/A I N/A %/A I N/A I ./A I U. DESIGN TAPCON _`1 IAP-cor -- Dim',; PAMCtt ZINC - ID - - - --- PANELUATE PLUS --- =--s-o" .----- SECTIon IF A NAUIFFUN PANEL k , N/A N/A I 4/A 6' J t555. -72.0 '. i N/A N/A � NIA 8 . I NIA 6' IL N/A 6, ! N/A N/A _ N/A .5 a 4_(TUP)_ IlV-5' CO N/ I .IE-11* TO 11 I 6 I/-' j N/A I N/A 6 (TOP/BOTTOM) /4: 1 11 1/ I N/A N/A I 6 I/A' 1 6 1/4' 6 1/4- I 6 1/4- I 10 (BOTTOM) , Ietarn, io, if AND ig FDA ANcHums m & vWO;mG FOR IN&TALutrom INTO wow FRAME Etwo-mmit IRNORLM AdI WACINOS Alto UNIRRAII COOL OtVAWA ME .QICAIO) C. IKS ScREDULE FOR LESS THAN MICUIED ON SCAMILL REDUCE ANCHOR SPACING W FAL�PLFPG SM-14 SHOWN ON SCHEDVil fiv InE FOULOWNG FAVORS , FOR �j OPERAIK). TO POSSRAL. REDUCED S-KING OBTAINED I.S.0 I-ACION, SNALL_ NOT K LLS5. THAN, MINIMUM SPACM W&4^TED POR EACH ANCHOR ANKNICAS LEGEND AMCOR "m 1/416 ,/IV. 1 1/4'. 1 1/4*. I /4'. I /4-. _ I"" Q, W-W PmcLNAt P'M-A Cold- soul-ist .--�..!!!!!!!!�!,!! _ , zp?.., .. - 3 ol%r, = I O" M" (.j 2- I , q 3 1/2 I I �;r - MORK rA am omadmit IF A -C I 0 Is - P _ 'm -1 - . . Iq!!1 . - - SEC CO BE TYPE AT c!at>-..-...- 3 -2-_�--i I _.1 ) ce� I � / IzL 7; A, 0 .z; 15 -.0,40, LA-1 CD .r- , C 0 ,�" ,- d " 6 C"A- C� pl- . , " 1) 0 1 � I 11 - .'!� M " , w 0 - 0_1 3; , T 0 to w , _ I ]�� 7 0- I,, I llrl� NSTALLATION DETAILS FQR REQULAO PANELSILA-lAb INTO EXISTING WOOD STRUCTURES , :�', PAWALMATE P LA , . 11. -IT PLUS 57�'O PANEL -IQ , Y/ /4' O.0 W/ 1 7/8' 1 : ILI, :j c /., ox W/ I .,/b. I � � 'a' V , 111READID) PENFIRATION 0 ot.,PVEA IMEADCO PENCIIIATiON It -i--! I I EXISTING WOOD 14CAMA - , ____ I EXISTING WOOD HEADER -.-- . I -, EIIIIINC WOOD IIAM ! i , I I I , . I ! I EDER, Vol, 0 1 1 mor, "o . .1 : q 1 6 v., ot I I 6 1/., 9. : I "o" "` I I WOOD AOER 2. � FA " . I e I t I "I . - I .I . - M I 10 � MR, x1oulkn, .1 - 7 A - _,L (11 I �; '* ... i I I I _� �Ij -I - ;, �, " I I t I- __ i, - I 1 0- _� IF "I'D' -11 1, � - f , LJI_� ! in unamAt all � I X, ��%` I In I14butr ON I LiLrImull.-_ � L � v ' � nom W � I ' : : i ... - VI40ADON , I- Ft SE . I I I . ! -to .-Ag."ONt ; I 10 (Air . 10 GLASS I I I It— PAWL tENGI" I W'. PANEL ! 1 "I", ""' O * � ./.,. �,, is ME Halt 1) L ./I,I _,* (,rF MOIL ,) V. . FT NOTE 11 . Ili". I I 4 & IF, ,/$-, I , - 1 i Its . 1;;� 4 � .I Fi/ 111FIl . tf" I'D, I . PIN; ., . 1 .3/w. wom, NOT * � I ; vn* I . j �. PO I IF �§ . I ! -1 N111. _ I VWPP OW(AILAII � mo I L . � I : i I f I I � i I � . I , . I wx � I OF 1- ; � I wx I : I OF 'L* No � Of 'L . I I IMAIL ! QU4, � 't, i il I � I , , . --- 7 1 i 'f- w. I , 11 r_t"7---- '� 7! %F777-- I . :: I I./ I 11311� _ .= -I'll.I—. nN, Inr � lowl. F� �_, - I I -.1. I ""' /3,* 20 I . � WD, I - - - � I I I - . I � I To 4 , I I., I ---L---- i � I , REWS 2 D PLATE I . L)4-10 PANELMATE PLUS RJO.,41, 1 1 1 -.4- WOOIZ'.4*-1,011P,ATIPLATEMIN THREADEDCOVOREDGo" R I j , � I N2;��Irft) I "I , PV` - A' : a 1/4" O.0 */ 1 7/9' MICVFDT� OF PLATE I 1:` THREADED PENETRATION 0 1 � �, I MID W01. 11 IIAII 5i OC STAOCIEREO W/ ,= IPY�, .. , 0 EIIETRATION At MIDRADTH . I I - I "' , "' , �! 1 . DIRECT LAWN I I , ` I I, I flesm G INSTALLATION DIRECT MOUNT 6 IJLL MOUNII 9 INSTALLATIO SCALE 3/8.1- QwItiff - vAr 3/9-1- SCA`x 3/8-1, ' * I. S FOR ALTERNAITAS SW. 9W & IOW ONLY VALID FO MR%, ' Up 10 + 43 . 8. -48.0 P.. t, AND "'111111111 ISO DESIGN �OAD' � - ; �N_ALE" UP 0 2'-4 _% 110 1;� � ... !'�17 . ANEL Ca. I FRAME,CONSTRUC ,ONOW00D MEMBERS It) (It SOUTHERN .. -�r ,�.R 1.�. 1. I z L, ENSj`--:? 5, IN, D , to, or 55 OR (UVkI . �1% FLORIDA BUILDING CODE (High Velocity Hur Icon* Zone) z � No, 41 II'StO DLIWI - 1,` Non FOR COMBINATION OF SECTIONS - . . * E 20 GAGE GALVANIZED STEEL STORM PANEL 0%dW` BY , 2 * * --...-.-- . TOP ,it BOTTOM MOUNIINCTS CAN Of T TE Ot = - - ,,r �, COMBINED IN ALNN` WAY TO SUIT �.. S TE OF _', GLOBAL PROTECTION PRODUCTS, LLC. ,,, LF V , , Rik , )-- / 111LIECOisic ~ S. - V Rlk)'�-�, I YU.1, ?C"wia It CNO.CMNG 03 . 'I =I. INS rALLATICIN , "L I - V_�_�Z,',_ ] IN, UPAN -176 ik� I R_ - . " RNomE Eww" rw rm (mwKwo-vo, 20 - P`R,KF_,_ , EdW__ V _______T__ 1 - AN -Good"If . -th� �-O� - - I , __ " A_TAJ_A� P k � IV ar 24 rDo'6S I "11"Z"It" , ,-.4107- �- - - I - I 1 ( ( n Smu a ' LENGTH I as .... I _ "rim 0 . � . I,N* or I �-i -mw�_ I ; - -eowf�'..'� -_ J, 0 I� Z' - to , --- �,MW; iI 10 f 1. _. _...__� 1...._ __ I .: 1_�_ I .. ., ' I! Ulc, SC �''' �••• OF PUTS DIRECT MOUNT BUILDINGS "L.5 LENGTH T 12'-4' PANEL'S NOTES: i. SPECIFIC pEor DENSITY ` ANY "�, -.0,,:'. . . __�- .6--j 0 a) C_ = 2 -L-- = -0 -0 = 0 .S? -= a) II.- = = 0 U_ :-� "...... m m - . " .D a) " IIIIIIIIIII, 0- Cn ,N,0 ,_ CU C:)- C_ CU -I.- III- (n < L� l. In 71- X'I I ; W J _ ------,-, ___ -.--.-.--,--- --.--.-- --- CONC-7 ANCHO" commli ANCNM -FOR 00.,04111: woo". SEE SCHEDULE ON WE I., .--- ____ _,_________ I I -� -, (SIDE Scmiroxf ON (SIDE X-110.11 ON "Id doon SOONER SEE VILT, I, - I " ') 1 )_ � 8 - -'\\ -3. f 11-3 At rERNATL __� " " ( _ , LLLL ,W. . , 2 & 3 SYSTEM $for ") _\ I &.IF, 14) L I S`C`QN ON 2 &.Iw/ 5 )L INSTALLATION - 114 2/4. W4, 114 CUR, 4/4 1 - (1) 2. I " ^ - - AT END PAWL 8 � - . t Potwo CO.C.M 1 _ �i__ - , .I, aP ft '. . , . - - .. -, _ - L 17 � - -I,, 7- __ __ - ;/4 W/ j! _ _� * - I _J __-:-T- __ _1. . . __1__.. 1W!" It 11_1 i _ 7- IT.. - . - --i - - __ - - ___-, - - -_ . I I � _ I -A- ----T -- I . STUDS 0 EVERY I .. I -_ -.1. I I. .. _ - , '19,_ .."" PENETRATION _ Ll!* I .,4 i � I � 1 j . PRIN RON WEADEN, I ___.__.__i I \ . ....' ,iTT�TTT_TTI�jl' I j ! I i 1 1 1 I i L � ) k ! 1 1 ; � i I I ; i � - �' - 1-111, "'A'"o, ,,a- I -Fff _ _ _ �J_ 1147 1 1 . i I I POtRTO CONCRET,F I I 4-L ji�, 1 11 -_ REQUIDOD I il I 1 I - I , __ , \ - q i - I 4 - ,.- __ I I I -_ - 1, - -, i r - \ I : - i411,----Cw.��-__4__-1�r1I-+I9'I-I11,�I�II,:I,,i�')-�41!."I,�i-�1�I11�CCASE)�I2�T1Ji1_�-1(CASE-1� il �IIm7 \�,I -_-_I, 5/6\�,�II�IS7UDS 0 EVERY!UNI:,�1�IiIT I . I J� , I -�' _ L I i 1. I (D - L �'j, A , I t__ f ; � � I I ! , � I [ 4j, ) � . i ; I` 11 1 -I'l 'I IL� '' j J] *, i I I 1 I 1 � 1 1 . _____ I � 1 V 1, I 0 C) .-I.-.- - 1 IEI�2 ,_., I i 191 SCnFw%f . I - � I L 1i om- I t-m sc.[&,u oII I : � I I , .� I _--_rI I.EET 141 -- - , � t I I ---I .- I- (HIS) -, -.1 +-.'.. . 11 , I 1, I -t- I , to, t L - 4 1 ; I , tj t � I \ I i � ., _L 4 - - STUD 0 12 1/7' 0 C I I I/ I ; 1� I , 7- ! � L,--,- I F Lz I ": Eo� I __= _"'- NIMOM PANEI - PANEL I � I ,a , 11-1 I 1 1 1 1 ! i ; 7 , /. -, SEE SEE i \---IN7[MDP PANEL -ENO PAND � 1 ! -4--i I— '/.Noo� m! --- lL_,/.,* RAEHUmE 0 I I ! i I I , 1i I. SCHUDOU § 1/4' 1 Ut WON HILLOCRA - I -, -11 9 I , ; I I : I � I I . I � rq I 1 �m5m, ., I , 4X;� * ! ! I 1 1 � I(,, 161 I , I i L R - . I � TIFF I I -- _ I _ I - � - - (��, 11 �, : [ _ SCHEDULE 01 Of Lr - - -, . En.'r t 11 /I / - - , % 5/!. _ (CAME Ili / : 7�Ts./ , SPCC LITS 5( ! ! ! I 1 ; I ! 1 1 1 1 t, ; ! (B OR (T�," IOR U. -- Fop M. I SCH � Aroodum, J# 11 / II, � I . I) "�?D, -r ' , - - I '/#' ' � _ ANCHOR ANCHOR 1� - - iIo,,, I , ! 1 1 I I I I (R - (§ 50110"", ,. _. 1 I 1.1 or, 1/1411 � ?.Te"'n - 5 W. 4� I . I : IT FOR III #2 Fop i 2/14) � � I - i . I I , OR DIRECT MOUNT SPALM !;PACFNc "ANCHOO - ANCHOR � � i I I - - i I I I � I L 1� - I 1 4", 1 � � I SPACING SPACING I I 1 � 1 - � i i i , ; [' : I i i I ; I i I � � . ,'-S' wR, -1 -----.--.-- 3- "P - -1 - 16- I I malotto ! > I ! _. i I i i *4 __I__ -- -,%-.-!. . � I ! __ %, L _ 4 - v -W.3/32, � MWAREV , I , - I :1 I � : _TJffJW1oE� / I , I i , 1 I I 1 1 , 1 � to II/'.) I , ) 4v',L- I � i 1 � � i I I (40 1 WEIND "E'DIR, : A , � 1 i I ! I � I � 1 W, vv� I/,. ! � . , i � i I i , I i I i � I I r.-Ex"FoRl DETAIL I : WALL MOUNTING INSTALLATION (APPLICABLE TO ... 1) DETAL 2 ; FLQOR MOUNTING INSTALLABON (APPLICABLE TO SCHEDULE 2 0 j A t i I � L j jim.11IIIIAll IDGIVION SCALE 3/ir - I- SCALE 3/16' - I* 1 N". i �,, 1 -�, VUM01112 I � � I 1 1 1 � I � I ) � [ � I I 011luROPARTIE; � I i 0 I E------- , - I : i i � 11, . � I i(my ARS Ill. AUERWAE-1 ALIERNATIVE , � Ot : , , !� � � ! I- UACHR41 9 CL J I � I 0 I& ,T) I/w - , SC IF ; i I ' L I I :1 j I � ill T_ I I I . i � -� 4' I ; 44+7 ' I ' %- SCHEDU , � . 1 1 1 . , i ! F I , 11,1 � �IIA i INTS) (Mr I'll ,�,fl,?" t IT ,=,nT,, ! I ! I I I -i � MAXIMUM PANEL LENGTH I love 0_ "lloof c - 1 � i t U CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT A, FOR On I/ 14) i � . __14`_ I. RON WALL I .1 I � I 4 1 IW*A*M I i ;- I ;_ .,%`P1P1L1Q&E ONLT. M.11LOVICS-A A;__4JQWLk_rQL1 AOL-IMIF01-51CIFA-PAMLL � 11 I � I I I t ; 1 Ljpoll/IIII 2/4, 2A14. 3/4 OR 4/4 2 & IW/15 (n BLOCK STRUCTURES SY1mM_Qm_$jw_L31 I , i . -.10 � I .,..� I i , I � � I ; AiTFIRNATE tOCAVION = DI i - u�� %t WHEOL,Lf I I < I I I I 11 -1 ON UPE SAFETY PANEL L_ SQUQLL k-I ; ,r§, W., WAL-III0910. C.QNW1ONSJOP_*_J1OETQN X _LJ)_.Ia_A 1127 * INIT.Of RADID, TO - I .-- � ON %wv I- I -, I �� I I- lKlowl -_ --(.,) -_ I F St-ARAP" I � - 9 -IIII-0 I I I O I , -,-,- � 70 OtAW, ., I - _j , i I I REGULAR PANELS Wl OR Ft --� - A.S,O INICON C, I'Ll-ohl, EAP_ INNEutor 11OWNE 0 �t� rL5 ��L TO .... -n l 1-41 - to' I 0 � I ,j,1!-__-L- I It SAFETY PAN I- t I _- I . I I ._ .... ..- ---,-.,-.- - - -.-.. _ - .Aw_ t 11 .1 . I L�, I W10 WGIJUUT fSFE NOTE I 0113" To T6 TO To � I ! LO . 11 11, HICLOW) I LAST PAIRD. qo).� K w `111�1, " .-W, to To I C To ONDO ,I M - Eot'j":". LEADT" -L' (.,) ! 1 =3 CONCmv ARE Oft . , PANEL STNIFLO AS ctw_vvt CON,im CONCRETE WNCW,r CoNcpm ON,im 00"CIRET, con CONCRETE � I OR CD / LIFE WM OFIL.0d, sfwi RA7m I- __ - or YNE. SU FRAME 11VILOM I �_____ i I , 10 �___ ro, , " \ � � , BLOCK KOCK eLock FROU RLOCA � � I I to ca (VI S'NEDL" OR - I , 1 1 i"Er 11) Cl-Al " _," F. AbA& OPTION &I FOR 41EE $AFETY WAYS SE N/A 1 & 2 (TOP) 10 FA(XjEo;"E"0W/NWjAA _wUl ANOoF whD'HICS AND ".- Con. DISTANCE INIF FR000,14D . IN't ScHrou". lop tMA I* " _!ZA__,_ N/A N/A O" 1 NIA _-6, N/A _ _1_ - I I TVILVPIO VAC04 - , .1 - L 1 i Cal - I I "A -ROD 41DIANCO To HE INSTALLED OR PrUONFb 'ROM INSIDE '55o� - 72 0 ' t. ____ a. I - I - - CONCRETE ANClOn OF SIRUCIVRE 9 I 9- - 9. I (Pollom) FKDU= VVIONG ONTA"m USIUC FACTOR SKILL Nor INE Lu% THAN UHNIsw !IFINCTIm; il 11 - ____ N (fin ScHcDou: tw I I v - INDICATED fOR lAClI ANCHOR TYPE AT AUNDIS I.VOINKI - ROM Pu'r, / -I--- - & 9' - 7' 1 D. I i�__ ___q- - 5'-O' OR LESS S"CW% ON SCHEDULE SEE FIE FMIOWM FACTO" MR INIS ORIEFULIXON TO K POSIME, I. ______ . ---.--,..- - ___', - j ELEVATION '. N A N/A 1 N S' I N/A 6' I N/A !�_ N/A I & 2 (�rjp - - 11 REWIRED 0 ,550 -72,D - 1 ,5' 0 TO I -6 - a `Rn 14) Sr;NLr 3/32--i. 9. 5' �. 17 112-1 0. 1 9. 9- I- v _�tf_w) I Oxmm TOME 1/4-0 1/4'. 1/4'. 1/0. ./4-. 1 - i I � I � I ,� L_ WALL MOUNTING INSTALLA710M WAU AMD INS I , ( - I �. )'L.rt � I i . ...... _ -, 9, I RIVIRRED i _; -�-/A W/� � ;I/'� - 9 14 A , . 'A'". "*-4" --r RROUR., --. I - SCALE 3/8* - I' - SECTION 2 SCALE 3/8* - t, ( . i; C I N/A I A 2 (lop) .. , 10 IF-41 - - ,- " _.______ - - - - - - - - 'I I :;,� - --,� - -_ $ . - SECTION I 6 @-,p .. -1 - �550 -740 - 1 � I -0, � CIO a- - -1 1 �7"6 "` "' , .1 M4 j� 11� I I '. i C-- - --. 8- I 9' I S" I 6, r a. 6' 1. I I (BOTTOM) I .-. w �. vxm C.) 3 3 3 3 IT In � , I 'j - � --- ,, - I , I \ \1 ne, - J, NO711i-ON.101 E Sffllj�,SWRMI _P&W__Az4ILM_1WaIALLbIfQl9 ; _ tt_ .... __ - - . __ \ - I JFE SAFM STORM PANEL CAN BE LOCATED AS AN END PANEL ("IRS w/ 1 1/2' ALTERNATIVE _3 ALTERNATIVE -4 0 a) UR AS AN INTERIOR PANEL (ANY PANCL LOCATION IN BETWEEN END PANELS a "ERN. '. Amum. rA "SEE mwmm - __; ANCHOR 2 " , � ,-! �IFF SA f PANELS MAY OR MAY NOT BE .,1_.1.,,2_* * I ,�T , " THRIADED PENETRATION OR U) W/ ORVIW/C REGU(AP TRACKS.) -.U. *so "'A � 11w 0 Stv - ETON, TOP or .xu) w , EVw to r APPI.C.ABLE 10 I VI - I ,:.� - � I __ " I 1 10.4/s, LONG � ftA.,�C A? " m now III, wAwo* i L /:.204- _ 2 LIFE SAFM S" AS SECTION 8-8 US" __W;� - 14 . ____ -,---L- , SECTIONS " MMMUM PANCI. ) - - I. 114'0 20 pmft�ll FIA'Alf 0 of NATIVE WOOD CONDITIONS A ANCHOR LOCATION =IN It ,nn R 0 6, 0 % , '12- w . I. HENT 6"" - SHEET 2 OF , el. - I" __ ,li), COMI&NAT,01 LENGTH %* (ft.) 000 . DO AMONATE " ,C ,,, D "fo OF THEY e Z-41" - "" -m W, %NOWN Im QARIII - -_ ODNI QUICEL". I I � kk 726 COMmPEOL ALLOWS ITSELF TO EIC DRAWING SCALE 3/32-' - 10 I 'm - I - - .." ______�_ TNRIAEF "W.A- 0 `NG WAID STRUCTURE REMOVED ON INSTALLED FROF0 T 3 In' I I 'J.- FoEt vw,,T. - " m . N& oo,11IINNFINI, 901-OM TpA(',' to ....... , I 49.1 2 (IJOTIOM) 7--b- 2t_ !Ss `\)CENSe '-. . N %, _.tl I . __ 's ,�' - ,J�kj . �. It o��. I. , 7 I U11 "I'll, _ __�" - 4' 2 (ROTIOM) r-fl. OR . . '.�!�lt . �- __ 4_j/ _� ____j ,_(3� _ _ - ,f��. ALLATIO -1 LIVE SAFETY T_ I I. LIJ ........ _�_ -------,--,-"--'-'-------""-"-"-----'---"'L'.-,- --- ____ ij .... - , .. ..4 % _,2, 0 - 2 )/., 4' T,7i. 2 (BOTTOM) 76' OR LEM f .: No. 44167 I, A1M1LRWff_tW_ 110 =3 BE WE .1 I�All I -1 'D.��7 '4� NT J.T , . ."ALLED IVALL OR FLOOR MOUNTED FOLLOWING SECTIONS I a I . �5$ 2 1/2 _ 5 ENi .. IM E N S,r I. .--. __ . . - __ _ ------- . - SIALIE: S1W - " 14 1 2 2 ON IH6 SHEET, As WELL AS DETAILS I Ill 2 ON SHErl 14, . ,\ � �-,.--. 7 I m ,` FLORIDA BUILDING CODE (High Velocity War can* Zone). 55.o -72.0 2 1/2* 1/2 N/A 2 (BOTTOM) ,,7-6, 70 FI'--O'l 2- *,, FLORIDA BUILDING CO If I I __ ______2_j�/A - . '.. \ ' DE (High Velocity litur icons Zone) Z : No. 1. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 4 t It5lSO -720 I N/A N/A . 3. 1 2 (tiorom) fI7'-6* TO 8'-8- % -$% ' � knuo. I'C fP z I, < IP 2 � = I . IPL ---------- ------- DRUP, or malm � TIT '.. cl E of - ,-._._T�n_t_ COMPONENT __ ".,' t�NNNNAULUA ��_ . S1 - SCHEDULES 6& 2. SHEET 14, - - - .1 . - -----� . \ I INGIAILLAJONS ARE ONLY Or.904 'LOODE Or TO z i z Ot PERMANENT 09 REMOVABLE .. . S or-, � _. . , " r GLOBAL PROTECTI !� - --_1 / /26/2"o Mz .X. ft RZO, INC 20 GAGE GALVANIZED STEEL " or ANCHOR SPACINC FOR COMPONENT Qj) ANCHORAGE AT earom IS c.jvE% ON - I III . - b, �-..&R%;�.- . .1 %-< '... A It. �., � - - , GLOBAL PROTECTION PRODUCTS, LLC. d""n"N' �4M " .55 5. -'no OFF AND PAKEL'S LCWM Up To JE-rL � - R% " _N - I- -, � * ' , , _N. * 5 SEE DETALS FOR INSlAi-LATION INTO WOOD FRAME WI 11 smw mm , ij.., - -4 ..... �-_ i4-,',f, , "'. --;,e- FOR NEW WOOD CDOSrM"Cmw *000 gEmum 10 K SOUTHERN __� z ) A im, ,,, now, 11 Mil. .. .. - ...�t,_ "-".!, - W/ SFICCOW DIENS'n Of am OR [OVAL 11 - nUff TIEVING IF ��g E _. n S.I. 20-176 Ir"ZI-P. I 11" 1. 0_ ..... - .- - I- �11111'1z"," I ��`A � �_, ,!.42m_`, . Rl L -, , / ', � S. 51 !DIRECT �/2,:Ii , 2 ,F �� I clo"W col"I", 20-176 WIT WIN mi'mr,"' 313", Not.. - PHORS. (.P)."-�b. 1 ("HUMM-aral XR__..1. '001. (tU)O"-".$ I. (t�)M-glsl -176 - _ _ I'Lur _ W; ,T..,.�,Xk P�_.H` - - . SPACERS AT TRACKS INSTALUD ADANCENT SEYONq TO 1;TtXCO/WOOD BANDS '111-11Z� .N.II& . ." ,_ - nort--low, I Z - (-I Us ft < 6 SEE SHEET 4 FOP DETAIL APPLICABLE TC- THE NFC(7SSTTV FOR TMF NSvA1.LATVN O� ANDRE: (q. (�)W-4n7 20 - - I- -00fill �ff - ---L-'-- 0 t 1U,,`WIINIFPRIF/OkN RWL "I A .l, " - -!- __.. . 1"m 1. a n . I %P./-T-/[UTr WILEA IL P� P EL !it`[� SHM 11 or 2. _j a," - I __ I __ � I rILIAT, .16, . ..- i,wj Liolsoma IN, of sm/SKI4.1MIDATt - CA_ 10,111, - . ------------ - EA `Om no I I r I I 11m, I " I IAr InT=--_----- r74 I Q_ I . ND,. I , � LOCATION( - � -1 - - L= ('��)-- - DETAIL5. FOR OPTION # I FOR LIFE SAFETY STORM PANEL 1 TAG tolot 0 6 O.G. OVERLAP I I • I I I I I al i-- /2' 0- C. NOW PANEL--�-�---�- I-,. -_ , I . - �---I-- - -l-----`t- --- �__f_-�'� ;v. I � I- - , , 11 , F�11 r11111, I'll" .1 1, � 711,1]11�1 I CNIEWAP _ L - --- .....-I _.t_ I II " I tl 17 ;i ( 1. I . ; 1 III ; I . i I I � 1 1 1 11 (DIDPAHOL) iIONTONOR PAMEQ(WE�FIANU�4.`�:II,��,�iiiii,2:�I`t" ,1i��L,'amjIii11-1_4d,_1,��~ ':4�IFERill"UP�1J-_--I'���,IIII,'__I��i(1)I i F-�I;Ii��;-I-� !111!�IIrTI i 111Y, -- � I1�!�L"-:I I�11i L�IED�;F.��,,TOGLASS-,iIi -uld0-j'11"!I.-�,,1�I - - - • , .'. I 1 1 I ENO �.. __�:.,..._.-.._._-_____ --3'-- O.d '�. I ! : '-�' I !I i l , MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.8.1.) AND MAXIMUM A-S-D, DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDIN , _ , , I I i i � 11 2 & Iw/15 T. WSIALWMS_ INTO CONCRETE A CONCRETE : N I! , I ; I I , � AR', W/No LIFE %Arm PANELS LOCATION VIF LIFE ts" NOTE -�--"- .....__._�_ TRACKS CONCRETE SHEET 15 FOR ANCHORS TYPE to SPACING " WITALLADIONIS INTO WOW STORM AI CO Uss tHAN FRIAMIL3 ON SCHEDULE qrmxt ANCHOR SPACING IF YAkmW NANtME y • FLOOR MOUNTING _ : OR LAST PANCL) ,�_ __�___I-,t - -4 P.-) !&IIIIIIII, - C.) 1 3 311, 3112 I , L" � I V. W URM 0 6, D.C. J 1'r (V �� iHEvFt_ RAK'S INSTALLED ADACEW TO REGUtAR PANCLt. . SCE -it 1) SL;"wQ.t_2__ 4&v,�LIi.QqR_mOw_.CQwm A1_2QmML_S,__".! I Y. PANES CONSISTS OF 0039" G&VANIZUD STEEL GTORU PANEL THE FRAME DNS+DE OF AAE.; "I . I • - I. �,� A. ALLTE 1 _ ' WALL MOUNTING INS PANEL REOU E5 21%CK To BE COMPONENT (Z & � 4 , i528 -1515,0 3' 3' I. _L SHEET OF IHIS .-I- ll as * ._.�_._.__.. 1 3- -,-L----- _...-_._.�.__ NIA LENGTH FOR CICIMPONENT a) G I S' - _4 .. 140 • 0 GAGE GALVANIZED STEEL STORM PANEL , "IfLIO Iknw, �� 20 GAGE GALVANIZED STEEL STORM PANEL MAY z L VAuto FOP WI.D010 WITH AAA ATE STORM PANEL _ - I / ON PRODUCTS, Lm "'"."De' ,P*.. FEE -D�- -� I "GLOBAL PROTECTION PRODUCTS. LLC. DINGS ON qIIEE- 15 , OR%U.�,-*07 I EC101imic " .II, I 11LIECOlimc I, .11RO &. 51 $TRW Ft - -,, 0� - � . ..... w -�"i;�l,�, : / 11LIECO.., I400 Sr. FRANC PINE 4. 2, AND Jr., do SHEET NO. IS H 1.1 $ CONCRETE MoxwUM __ - __. MAXIMUM ANCHORS SPACAK) FOR CLIT - 3 1/2' ��_ AITUCAMU TO _ A S PRESSURE i ' ------4------- __________,_, - 7 10 Aw CONFIRMATION 'ENCIN v ln) to I I TO RAFING 10 CONCIMETI! COW'DICIE 10 CONCREP(i C001TCORE71 To COWRM VONCAM To CONCRETE: CONC.Im 1. CONCRETE CONCRETE 10 CONCRETE i COKftn or bf. (P . L) I foxir I BLOCK I 1 SIOCK I i I'loc. ! BLOC. ALLOO, I I I I I - C. I 6- 1 N/. S' I N/A 6- NIA N/A I N/A I (lop) j__ -_ - - -4- - --.----- ----.-- - I 1* N/A N/A - - '. I 9- _ 1 6' 6, � 5, NIA I N/A I (BOT10m) _111_ - 6� k N/A 6' 1A - 6! l N/A N/A 5' 1A N N/A N/A 2 (TOP) 11 C' N/A N/A 1* I N/A 5" : N/A 5 . N/A N/* 1 NIA 2 (BOTTOM) - ... j___--41...,. N/A_ EE-E' OR LESS I -_ -.8. I -_ N/A 1* j I' /A 6 . N/A - - - I . 1 4 6' 1, I , - N I N/A 3 (BOTTOM) �- I ,"_. f . I N/A N/A N/A_ I" A_ I - N/A 6 N/A N/A N/A 7 (TOP) ..! i--- - ----- _ _ _1 _.____4_ � I _1A 6 4' 4/A - N/A _ _ _li* 6' 1 6- 6. 6' � 6- N N�A - I � It - I ��Tlr`-) - ----I - - - - - ---- - - - - _ N/A I N/A 12 1/2 l 6 1/4 12 112' ; 6 1/4' 1 6 I/I` 6 1 /.' 6 1/4 , 6 1/4 N/A , N/A 5 (TOP/67nom) 1 1! I *500, -5,3.3 NIA � N/A 12 1/2- ; 6 1/4' 12 /2' 1 6 t/4" 6 1/4- 1 6 ;/4- I 6 i/4' ; NIA 6 (TOP/BOI'TDM) : '-2' 6 1/4' 1 N/A .55D. -72.0 N/A 1 N/A 6 1/4- N/A 6 1/4' 1 N/A I, )J.' � 6 ;/4- 6 1/4- ,8*-$* To I 1 *-2' N/A ' N/A N/A N/A N/A 1 1 N/A N/A_ I N/A 6 1/4' j 11 1 4' � 1/4- a. 0, + 1 0 (TOP) I � 6 A t N/A N/A H/A N/A V 6' 1 6 l,'4- 1 6 1/4' 8 (BOTTOM) ; -------I - -Tom) 12'-4' OR LISS - . I i I 1 .43.5, -490 :__ _!__ - ��/ OR LESS 6 I N/A A T,/A N/A "/A N/A fi. � , . 6 1/4 9 (901 , _it � _� IN . L_ -7 I NIA I N/A I N/A I N/A %/A I N/A I ./A I U. DESIGN TAPCON _`1 IAP-cor -- Dim',; PAMCtt ZINC - ID - - - --- PANELUATE PLUS --- =--s-o" .----- SECTIon IF A NAUIFFUN PANEL k , N/A N/A I 4/A 6' J t555. -72.0 '. i N/A N/A � NIA 8 . I NIA 6' IL N/A 6, ! N/A N/A _ N/A .5 a 4_(TUP)_ IlV-5' CO N/ I .IE-11* TO 11 I 6 I/-' j N/A I N/A 6 (TOP/BOTTOM) /4: 1 11 1/ I N/A N/A I 6 I/A' 1 6 1/4' 6 1/4- I 6 1/4- I 10 (BOTTOM) , Ietarn, io, if AND ig FDA ANcHums m & vWO;mG FOR IN&TALutrom INTO wow FRAME Etwo-mmit IRNORLM AdI WACINOS Alto UNIRRAII COOL OtVAWA ME .QICAIO) C. IKS ScREDULE FOR LESS THAN MICUIED ON SCAMILL REDUCE ANCHOR SPACING W FAL�PLFPG SM-14 SHOWN ON SCHEDVil fiv InE FOULOWNG FAVORS , FOR �j OPERAIK). TO POSSRAL. REDUCED S-KING OBTAINED I.S.0 I-ACION, SNALL_ NOT K LLS5. THAN, MINIMUM SPACM W&4^TED POR EACH ANCHOR ANKNICAS LEGEND AMCOR "m 1/416 ,/IV. 1 1/4'. 1 1/4*. I /4'. I /4-. _ I"" Q, W-W PmcLNAt P'M-A Cold- soul-ist .--�..!!!!!!!!�!,!! _ , zp?.., .. - 3 ol%r, = I O" M" (.j 2- I , q 3 1/2 I I �;r - MORK rA am omadmit IF A -C I 0 Is - P _ 'm -1 - . . Iq!!1 . - - SEC CO BE TYPE AT c!at>-..-...- 3 -2-_�--i I _.1 ) ce� I � / IzL 7; A, 0 .z; 15 -.0,40, LA-1 CD .r- , C 0 ,�" ,- d " 6 C"A- C� pl- . , " 1) 0 1 � I 11 - .'!� M " , w 0 - 0_1 3; , T 0 to w , _ I ]�� 7 0- I,, I llrl� NSTALLATION DETAILS FQR REQULAO PANELSILA-lAb INTO EXISTING WOOD STRUCTURES , :�', PAWALMATE P LA , . 11. -IT PLUS 57�'O PANEL -IQ , Y/ /4' O.0 W/ 1 7/8' 1 : ILI, :j c /., ox W/ I .,/b. I � � 'a' V , 111READID) PENFIRATION 0 ot.,PVEA IMEADCO PENCIIIATiON It -i--! I I EXISTING WOOD 14CAMA - , ____ I EXISTING WOOD HEADER -.-- . I -, EIIIIINC WOOD IIAM ! i , I I I , . I ! I EDER, Vol, 0 1 1 mor, "o . .1 : q 1 6 v., ot I I 6 1/., 9. : I "o" "` I I WOOD AOER 2. � FA " . I e I t I "I . - I .I . - M I 10 � MR, x1oulkn, .1 - 7 A - _,L (11 I �; '* ... i I I I _� �Ij -I - ;, �, " I I t I- __ i, - I 1 0- _� IF "I'D' -11 1, � - f , LJI_� ! in unamAt all � I X, ��%` I In I14butr ON I LiLrImull.-_ � L � v ' � nom W � I ' : : i ... - VI40ADON , I- Ft SE . I I I . ! -to .-Ag."ONt ; I 10 (Air . 10 GLASS I I I It— PAWL tENGI" I W'. PANEL ! 1 "I", ""' O * � ./.,. �,, is ME Halt 1) L ./I,I _,* (,rF MOIL ,) V. . FT NOTE 11 . Ili". I I 4 & IF, ,/$-, I , - 1 i Its . 1;;� 4 � .I Fi/ 111FIl . tf" I'D, I . PIN; ., . 1 .3/w. wom, NOT * � I ; vn* I . j �. PO I IF �§ . I ! -1 N111. _ I VWPP OW(AILAII � mo I L . � I : i I f I I � i I � . I , . I wx � I OF 1- ; � I wx I : I OF 'L* No � Of 'L . I I IMAIL ! QU4, � 't, i il I � I , , . --- 7 1 i 'f- w. I , 11 r_t"7---- '� 7! %F777-- I . :: I I./ I 11311� _ .= -I'll.I—. nN, Inr � lowl. F� �_, - I I -.1. I ""' /3,* 20 I . � WD, I - - - � I I I - . I � I To 4 , I I., I ---L---- i � I , REWS 2 D PLATE I . L)4-10 PANELMATE PLUS RJO.,41, 1 1 1 -.4- WOOIZ'.4*-1,011P,ATIPLATEMIN THREADEDCOVOREDGo" R I j , � I N2;��Irft) I "I , PV` - A' : a 1/4" O.0 */ 1 7/9' MICVFDT� OF PLATE I 1:` THREADED PENETRATION 0 1 � �, I MID W01. 11 IIAII 5i OC STAOCIEREO W/ ,= IPY�, .. , 0 EIIETRATION At MIDRADTH . I I - I "' , "' , �! 1 . DIRECT LAWN I I , ` I I, I flesm G INSTALLATION DIRECT MOUNT 6 IJLL MOUNII 9 INSTALLATIO SCALE 3/8.1- QwItiff - vAr 3/9-1- SCA`x 3/8-1, ' * I. S FOR ALTERNAITAS SW. 9W & IOW ONLY VALID FO MR%, ' Up 10 + 43 . 8. -48.0 P.. t, AND "'111111111 ISO DESIGN �OAD' � - ; �N_ALE" UP 0 2'-4 _% 110 1;� � ... !'�17 . ANEL Ca. I FRAME,CONSTRUC ,ONOW00D MEMBERS It) (It SOUTHERN .. -�r ,�.R 1.�. 1. I z L, ENSj`--:? 5, IN, D , to, or 55 OR (UVkI . �1% FLORIDA BUILDING CODE (High Velocity Hur Icon* Zone) z � No, 41 II'StO DLIWI - 1,` Non FOR COMBINATION OF SECTIONS - . . * E 20 GAGE GALVANIZED STEEL STORM PANEL 0%dW` BY , 2 * * --...-.-- . TOP ,it BOTTOM MOUNIINCTS CAN Of T TE Ot = - - ,,r �, COMBINED IN ALNN` WAY TO SUIT �.. S TE OF _', GLOBAL PROTECTION PRODUCTS, LLC. ,,, LF V , , Rik , )-- / 111LIECOisic ~ S. - V Rlk)'�-�, I YU.1, ?C"wia It CNO.CMNG 03 . 'I =I. INS rALLATICIN , "L I - V_�_�Z,',_ ] IN, UPAN -176 ik� I R_ - . " RNomE Eww" rw rm (mwKwo-vo, 20 - P`R,KF_,_ , EdW__ V _______T__ 1 - AN -Good"If . -th� �-O� - - I , __ " A_TAJ_A� P k � IV ar 24 rDo'6S I "11"Z"It" , ,-.4107- �- - - I - I 1 ( ( n Smu a ' LENGTH I as .... I _ "rim 0 . � . I,N* or I �-i -mw�_ I ; - -eowf�'..'� -_ J, 0 I� Z' - to , --- �,MW; iI 10 f 1. _. _...__� 1...._ __ I .: 1_�_ I .. ., ' I! Ulc, SC �''' �••• OF PUTS DIRECT MOUNT BUILDINGS "L.5 LENGTH T 12'-4' PANEL'S NOTES: i. SPECIFIC pEor DENSITY ` ANY "�, -.0,,:'. . . __�- .6--j 0 a) C_ = 2 -L-- = -0 -0 = 0 .S? -= a) II.- = = 0 U_ :-� "...... m m - . " .D a) " IIIIIIIIIII, 0- Cn ,N,0 ,_ CU C:)- C_ CU -I.- III- (n < L� l. In 71- X'I I ; W J _ ------,-, ___ -.--.-.--,--- --.--.-- --- CONC-7 ANCHO" commli ANCNM -FOR 00.,04111: woo". SEE SCHEDULE ON WE I., .--- ____ _,_________ I I -� -, (SIDE Scmiroxf ON (SIDE X-110.11 ON "Id doon SOONER SEE VILT, I, - I " ') 1 )_ � 8 - -'\\ -3. f 11-3 At rERNATL __� " " ( _ , LLLL ,W. . , 2 & 3 SYSTEM $for ") _\ I &.IF, 14) L I S`C`QN ON 2 &.Iw/ 5 )L INSTALLATION - 114 2/4. W4, 114 CUR, 4/4 1 - (1) 2. I " ^ - - AT END PAWL 8 � - . t Potwo CO.C.M 1 _ �i__ - , .I, aP ft '. . , . - - .. -, _ - L 17 � - -I,, 7- __ __ - ;/4 W/ j! _ _� * - I _J __-:-T- __ _1. . . __1__.. 1W!" It 11_1 i _ 7- IT.. - . - --i - - __ - - ___-, - - -_ . I I � _ I -A- ----T -- I . STUDS 0 EVERY I .. I -_ -.1. I I. .. _ - , '19,_ .."" PENETRATION _ Ll!* I .,4 i � I � 1 j . PRIN RON WEADEN, I ___.__.__i I \ . ....' ,iTT�TTT_TTI�jl' I j ! I i 1 1 1 I i L � ) k ! 1 1 ; � i I I ; i � - �' - 1-111, "'A'"o, ,,a- I -Fff _ _ _ �J_ 1147 1 1 . i I I POtRTO CONCRET,F I I 4-L ji�, 1 11 -_ REQUIDOD I il I 1 I - I , __ , \ - q i - I 4 - ,.- __ I I I -_ - 1, - -, i r - \ I : - i411,----Cw.��-__4__-1�r1I-+I9'I-I11,�I�II,:I,,i�')-�41!."I,�i-�1�I11�CCASE)�I2�T1Ji1_�-1(CASE-1� il �IIm7 \�,I -_-_I, 5/6\�,�II�IS7UDS 0 EVERY!UNI:,�1�IiIT I . I J� , I -�' _ L I i 1. I (D - L �'j, A , I t__ f ; � � I I ! , � I [ 4j, ) � . i ; I` 11 1 -I'l 'I IL� '' j J] *, i I I 1 I 1 � 1 1 . _____ I � 1 V 1, I 0 C) .-I.-.- - 1 IEI�2 ,_., I i 191 SCnFw%f . I - � I L 1i om- I t-m sc.[&,u oII I : � I I , .� I _--_rI I.EET 141 -- - , � t I I ---I .- I- (HIS) -, -.1 +-.'.. . 11 , I 1, I -t- I , to, t L - 4 1 ; I , tj t � I \ I i � ., _L 4 - - STUD 0 12 1/7' 0 C I I I/ I ; 1� I , 7- ! � L,--,- I F Lz I ": Eo� I __= _"'- NIMOM PANEI - PANEL I � I ,a , 11-1 I 1 1 1 1 ! i ; 7 , /. -, SEE SEE i \---IN7[MDP PANEL -ENO PAND � 1 ! -4--i I— '/.Noo� m! --- lL_,/.,* RAEHUmE 0 I I ! i I I , 1i I. SCHUDOU § 1/4' 1 Ut WON HILLOCRA - I -, -11 9 I , ; I I : I � I I . I � rq I 1 �m5m, ., I , 4X;� * ! ! I 1 1 � I(,, 161 I , I i L R - . I � TIFF I I -- _ I _ I - � - - (��, 11 �, : [ _ SCHEDULE 01 Of Lr - - -, . En.'r t 11 /I / - - , % 5/!. _ (CAME Ili / : 7�Ts./ , SPCC LITS 5( ! ! ! I 1 ; I ! 1 1 1 1 t, ; ! (B OR (T�," IOR U. -- Fop M. I SCH � Aroodum, J# 11 / II, � I . I) "�?D, -r ' , - - I '/#' ' � _ ANCHOR ANCHOR 1� - - iIo,,, I , ! 1 1 I I I I (R - (§ 50110"", ,. _. 1 I 1.1 or, 1/1411 � ?.Te"'n - 5 W. 4� I . I : IT FOR III #2 Fop i 2/14) � � I - i . I I , OR DIRECT MOUNT SPALM !;PACFNc "ANCHOO - ANCHOR � � i I I - - i I I I � I L 1� - I 1 4", 1 � � I SPACING SPACING I I 1 � 1 - � i i i , ; [' : I i i I ; I i I � � . ,'-S' wR, -1 -----.--.-- 3- "P - -1 - 16- I I malotto ! > I ! _. i I i i *4 __I__ -- -,%-.-!. . � I ! __ %, L _ 4 - v -W.3/32, � MWAREV , I , - I :1 I � : _TJffJW1oE� / I , I i , 1 I I 1 1 , 1 � to II/'.) I , ) 4v',L- I � i 1 � � i I I (40 1 WEIND "E'DIR, : A , � 1 i I ! I � I � 1 W, vv� I/,. ! � . , i � i I i , I i I i � I I r.-Ex"FoRl DETAIL I : WALL MOUNTING INSTALLATION (APPLICABLE TO ... 1) DETAL 2 ; FLQOR MOUNTING INSTALLABON (APPLICABLE TO SCHEDULE 2 0 j A t i I � L j jim.11IIIIAll IDGIVION SCALE 3/ir - I- SCALE 3/16' - I* 1 N". i �,, 1 -�, VUM01112 I � � I 1 1 1 � I � I ) � [ � I I 011luROPARTIE; � I i 0 I E------- , - I : i i � 11, . � I i(my ARS Ill. AUERWAE-1 ALIERNATIVE , � Ot : , , !� � � ! I- UACHR41 9 CL J I � I 0 I& ,T) I/w - , SC IF ; i I ' L I I :1 j I � ill T_ I I I . i � -� 4' I ; 44+7 ' I ' %- SCHEDU , � . 1 1 1 . , i ! F I , 11,1 � �IIA i INTS) (Mr I'll ,�,fl,?" t IT ,=,nT,, ! I ! I I I -i � MAXIMUM PANEL LENGTH I love 0_ "lloof c - 1 � i t U CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT A, FOR On I/ 14) i � . __14`_ I. RON WALL I .1 I � I 4 1 IW*A*M I i ;- I ;_ .,%`P1P1L1Q&E ONLT. M.11LOVICS-A A;__4JQWLk_rQL1 AOL-IMIF01-51CIFA-PAMLL � 11 I � I I I t ; 1 Ljpoll/IIII 2/4, 2A14. 3/4 OR 4/4 2 & IW/15 (n BLOCK STRUCTURES SY1mM_Qm_$jw_L31 I , i . -.10 � I .,..� I i , I � � I ; AiTFIRNATE tOCAVION = DI i - u�� %t WHEOL,Lf I I < I I I I 11 -1 ON UPE SAFETY PANEL L_ SQUQLL k-I ; ,r§, W., WAL-III0910. C.QNW1ONSJOP_*_J1OETQN X _LJ)_.Ia_A 1127 * INIT.Of RADID, TO - I .-- � ON %wv I- I -, I �� I I- lKlowl -_ --(.,) -_ I F St-ARAP" I � - 9 -IIII-0 I I I O I , -,-,- � 70 OtAW, ., I - _j , i I I REGULAR PANELS Wl OR Ft --� - A.S,O INICON C, I'Ll-ohl, EAP_ INNEutor 11OWNE 0 �t� rL5 ��L TO .... -n l 1-41 - to' I 0 � I ,j,1!-__-L- I It SAFETY PAN I- t I _- I . I I ._ .... ..- ---,-.,-.- - - -.-.. _ - .Aw_ t 11 .1 . I L�, I W10 WGIJUUT fSFE NOTE I 0113" To T6 TO To � I ! LO . 11 11, HICLOW) I LAST PAIRD. qo).� K w `111�1, " .-W, to To I C To ONDO ,I M - Eot'j":". LEADT" -L' (.,) ! 1 =3 CONCmv ARE Oft . , PANEL STNIFLO AS ctw_vvt CON,im CONCRETE WNCW,r CoNcpm ON,im 00"CIRET, con CONCRETE � I OR CD / LIFE WM OFIL.0d, sfwi RA7m I- __ - or YNE. SU FRAME 11VILOM I �_____ i I , 10 �___ ro, , " \ � � , BLOCK KOCK eLock FROU RLOCA � � I I to ca (VI S'NEDL" OR - I , 1 1 i"Er 11) Cl-Al " _," F. AbA& OPTION &I FOR 41EE $AFETY WAYS SE N/A 1 & 2 (TOP) 10 FA(XjEo;"E"0W/NWjAA _wUl ANOoF whD'HICS AND ".- Con. DISTANCE INIF FR000,14D . IN't ScHrou". lop tMA I* " _!ZA__,_ N/A N/A O" 1 NIA _-6, N/A _ _1_ - I I TVILVPIO VAC04 - , .1 - L 1 i Cal - I I "A -ROD 41DIANCO To HE INSTALLED OR PrUONFb 'ROM INSIDE '55o� - 72 0 ' t. ____ a. I - I - - CONCRETE ANClOn OF SIRUCIVRE 9 I 9- - 9. I (Pollom) FKDU= VVIONG ONTA"m USIUC FACTOR SKILL Nor INE Lu% THAN UHNIsw !IFINCTIm; il 11 - ____ N (fin ScHcDou: tw I I v - INDICATED fOR lAClI ANCHOR TYPE AT AUNDIS I.VOINKI - ROM Pu'r, / -I--- - & 9' - 7' 1 D. I i�__ ___q- - 5'-O' OR LESS S"CW% ON SCHEDULE SEE FIE FMIOWM FACTO" MR INIS ORIEFULIXON TO K POSIME, I. ______ . ---.--,..- - ___', - j ELEVATION '. N A N/A 1 N S' I N/A 6' I N/A !�_ N/A I & 2 (�rjp - - 11 REWIRED 0 ,550 -72,D - 1 ,5' 0 TO I -6 - a `Rn 14) Sr;NLr 3/32--i. 9. 5' �. 17 112-1 0. 1 9. 9- I- v _�tf_w) I Oxmm TOME 1/4-0 1/4'. 1/4'. 1/0. ./4-. 1 - i I � I � I ,� L_ WALL MOUNTING INSTALLA710M WAU AMD INS I , ( - I �. )'L.rt � I i . ...... _ -, 9, I RIVIRRED i _; -�-/A W/� � ;I/'� - 9 14 A , . 'A'". "*-4" --r RROUR., --. I - SCALE 3/8* - I' - SECTION 2 SCALE 3/8* - t, ( . i; C I N/A I A 2 (lop) .. , 10 IF-41 - - ,- " _.______ - - - - - - - - 'I I :;,� - --,� - -_ $ . - SECTION I 6 @-,p .. -1 - �550 -740 - 1 � I -0, � CIO a- - -1 1 �7"6 "` "' , .1 M4 j� 11� I I '. i C-- - --. 8- I 9' I S" I 6, r a. 6' 1. I I (BOTTOM) I .-. w �. vxm C.) 3 3 3 3 IT In � , I 'j - � --- ,, - I , I \ \1 ne, - J, NO711i-ON.101 E Sffllj�,SWRMI _P&W__Az4ILM_1WaIALLbIfQl9 ; _ tt_ .... __ - - . __ \ - I JFE SAFM STORM PANEL CAN BE LOCATED AS AN END PANEL ("IRS w/ 1 1/2' ALTERNATIVE _3 ALTERNATIVE -4 0 a) UR AS AN INTERIOR PANEL (ANY PANCL LOCATION IN BETWEEN END PANELS a "ERN. '. Amum. rA "SEE mwmm - __; ANCHOR 2 " , � ,-! �IFF SA f PANELS MAY OR MAY NOT BE .,1_.1.,,2_* * I ,�T , " THRIADED PENETRATION OR U) W/ ORVIW/C REGU(AP TRACKS.) -.U. *so "'A � 11w 0 Stv - ETON, TOP or .xu) w , EVw to r APPI.C.ABLE 10 I VI - I ,:.� - � I __ " I 1 10.4/s, LONG � ftA.,�C A? " m now III, wAwo* i L /:.204- _ 2 LIFE SAFM S" AS SECTION 8-8 US" __W;� - 14 . ____ -,---L- , SECTIONS " MMMUM PANCI. ) - - I. 114'0 20 pmft�ll FIA'Alf 0 of NATIVE WOOD CONDITIONS A ANCHOR LOCATION =IN It ,nn R 0 6, 0 % , '12- w . I. HENT 6"" - SHEET 2 OF , el. - I" __ ,li), COMI&NAT,01 LENGTH %* (ft.) 000 . DO AMONATE " ,C ,,, D "fo OF THEY e Z-41" - "" -m W, %NOWN Im QARIII - -_ ODNI QUICEL". I I � kk 726 COMmPEOL ALLOWS ITSELF TO EIC DRAWING SCALE 3/32-' - 10 I 'm - I - - .." ______�_ TNRIAEF "W.A- 0 `NG WAID STRUCTURE REMOVED ON INSTALLED FROF0 T 3 In' I I 'J.- FoEt vw,,T. - " m . N& oo,11IINNFINI, 901-OM TpA(',' to ....... , I 49.1 2 (IJOTIOM) 7--b- 2t_ !Ss `\)CENSe '-. . N %, _.tl I . __ 's ,�' - ,J�kj . �. It o��. I. , 7 I U11 "I'll, _ __�" - 4' 2 (ROTIOM) r-fl. OR . . '.�!�lt . �- __ 4_j/ _� ____j ,_(3� _ _ - ,f��. ALLATIO -1 LIVE SAFETY T_ I I. LIJ ........ _�_ -------,--,-"--'-'-------""-"-"-----'---"'L'.-,- --- ____ ij .... - , .. ..4 % _,2, 0 - 2 )/., 4' T,7i. 2 (BOTTOM) 76' OR LEM f .: No. 44167 I, A1M1LRWff_tW_ 110 =3 BE WE .1 I�All I -1 'D.��7 '4� NT J.T , . ."ALLED IVALL OR FLOOR MOUNTED FOLLOWING SECTIONS I a I . �5$ 2 1/2 _ 5 ENi .. IM E N S,r I. .--. __ . . - __ _ ------- . - SIALIE: S1W - " 14 1 2 2 ON IH6 SHEET, As WELL AS DETAILS I Ill 2 ON SHErl 14, . ,\ � �-,.--. 7 I m ,` FLORIDA BUILDING CODE (High Velocity War can* Zone). 55.o -72.0 2 1/2* 1/2 N/A 2 (BOTTOM) ,,7-6, 70 FI'--O'l 2- *,, FLORIDA BUILDING CO If I I __ ______2_j�/A - . '.. \ ' DE (High Velocity litur icons Zone) Z : No. 1. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 4 t It5lSO -720 I N/A N/A . 3. 1 2 (tiorom) fI7'-6* TO 8'-8- % -$% ' � knuo. I'C fP z I, < IP 2 � = I . IPL ---------- ------- DRUP, or malm � TIT '.. cl E of - ,-._._T�n_t_ COMPONENT __ ".,' t�NNNNAULUA ��_ . S1 - SCHEDULES 6& 2. SHEET 14, - - - .1 . - -----� . \ I INGIAILLAJONS ARE ONLY Or.904 'LOODE Or TO z i z Ot PERMANENT 09 REMOVABLE .. . S or-, � _. . , " r GLOBAL PROTECTI !� - --_1 / /26/2"o Mz .X. ft RZO, INC 20 GAGE GALVANIZED STEEL " or ANCHOR SPACINC FOR COMPONENT Qj) ANCHORAGE AT earom IS c.jvE% ON - I III . - b, �-..&R%;�.- . .1 %-< '... A It. �., � - - , GLOBAL PROTECTION PRODUCTS, LLC. d""n"N' �4M " .55 5. -'no OFF AND PAKEL'S LCWM Up To JE-rL � - R% " _N - I- -, � * ' , , _N. * 5 SEE DETALS FOR INSlAi-LATION INTO WOOD FRAME WI 11 smw mm , ij.., - -4 ..... �-_ i4-,',f, , "'. --;,e- FOR NEW WOOD CDOSrM"Cmw *000 gEmum 10 K SOUTHERN __� z ) A im, ,,, now, 11 Mil. .. .. - ...�t,_ "-".!, - W/ SFICCOW DIENS'n Of am OR [OVAL 11 - nUff TIEVING IF ��g E _. n S.I. 20-176 Ir"ZI-P. I 11" 1. 0_ ..... - .- - I- �11111'1z"," I ��`A � �_, ,!.42m_`, . Rl L -, , / ', � S. 51 !DIRECT �/2,:Ii , 2 ,F �� I clo"W col"I", 20-176 WIT WIN mi'mr,"' 313", Not.. - PHORS. (.P)."-�b. 1 ("HUMM-aral XR__..1. '001. (tU)O"-".$ I. (t�)M-glsl -176 - _ _ I'Lur _ W; ,T..,.�,Xk P�_.H` - - . SPACERS AT TRACKS INSTALUD ADANCENT SEYONq TO 1;TtXCO/WOOD BANDS '111-11Z� .N.II& . ." ,_ - nort--low, I Z - (-I Us ft < 6 SEE SHEET 4 FOP DETAIL APPLICABLE TC- THE NFC(7SSTTV FOR TMF NSvA1.LATVN O� ANDRE: (q. (�)W-4n7 20 - - I- -00fill �ff - ---L-'-- 0 t 1U,,`WIINIFPRIF/OkN RWL "I A .l, " - -!- __.. . 1"m 1. a n . I %P./-T-/[UTr WILEA IL P� P EL !it`[� SHM 11 or 2. _j a," - I __ I __ � I rILIAT, .16, . ..- i,wj Liolsoma IN, of sm/SKI4.1MIDATt - CA_ 10,111, - . ------------ - EA `Om no I I r I I 11m, I " I IAr InT=--_----- r74 I Q_ I . ND,. I , � LOCATION( - � -1 - - L= ('��)-- - DETAIL5. FOR OPTION # I FOR LIFE SAFETY STORM PANEL 1 TAG tolot 0 6 O.G. OVERLAP I I • I I I I I al i-- /2' 0- C. NOW PANEL--�-�---�- I-,. -_ , I . - �---I-- - -l-----`t- --- �__f_-�'� ;v. I � I- - , , 11 , F�11 r11111, I'll" .1 1, � 711,1]11�1 I CNIEWAP _ L - --- .....-I _.t_ I II " I tl 17 ;i ( 1. I . ; 1 III ; I . i I I � 1 1 1 11 (DIDPAHOL) iIONTONOR PAMEQ(WE�FIANU�4.`�:II,��,�iiiii,2:�I`t" ,1i��L,'amjIii11-1_4d,_1,��~ ':4�IFERill"UP�1J-_--I'���,IIII,'__I��i(1)I i F-�I;Ii��;-I-� !111!�IIrTI i 111Y, -- � I1�!�L"-:I I�11i L�IED�;F.��,,TOGLASS-,iIi -uld0-j'11"!I.-�,,1�I - - - • , .'. I 1 1 I ENO �.. __�:.,..._.-.._._-_____ --3'-- O.d '�. I ! : '-�' I !I i l , MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.8.1.) AND MAXIMUM A-S-D, DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDIN , _ , , I I i i � 11 2 & Iw/15 T. WSIALWMS_ INTO CONCRETE A CONCRETE : N I! , I ; I I , � AR', W/No LIFE %Arm PANELS LOCATION VIF LIFE ts" NOTE -�--"- .....__._�_ TRACKS CONCRETE SHEET 15 FOR ANCHORS TYPE to SPACING " WITALLADIONIS INTO WOW STORM AI CO Uss tHAN FRIAMIL3 ON SCHEDULE qrmxt ANCHOR SPACING IF YAkmW NANtME y • FLOOR MOUNTING _ : OR LAST PANCL) ,�_ __�___I-,t - -4 P.-) !&IIIIIIII, - C.) 1 3 311, 3112 I , L" � I V. W URM 0 6, D.C. J 1'r (V �� iHEvFt_ RAK'S INSTALLED ADACEW TO REGUtAR PANCLt. . SCE -it 1) SL;"wQ.t_2__ 4&v,�LIi.QqR_mOw_.CQwm A1_2QmML_S,__".! I Y. PANES CONSISTS OF 0039" G&VANIZUD STEEL GTORU PANEL THE FRAME DNS+DE OF AAE.; "I . I • - I. �,� A. ALLTE 1 _ ' WALL MOUNTING INS PANEL REOU E5 21%CK To BE COMPONENT (Z & � 4 , i528 -1515,0 3' 3' I. _L SHEET OF IHIS .-I- ll as * ._.�_._.__.. 1 3- -,-L----- _...-_._.�.__ NIA LENGTH FOR CICIMPONENT a) G I S' - _4 .. 140 • 0 GAGE GALVANIZED STEEL STORM PANEL , "IfLIO Iknw, �� 20 GAGE GALVANIZED STEEL STORM PANEL MAY z L VAuto FOP WI.D010 WITH AAA ATE STORM PANEL _ - I / ON PRODUCTS, Lm "'"."De' ,P*.. FEE -D�- -� I "GLOBAL PROTECTION PRODUCTS. LLC. DINGS ON qIIEE- 15 , OR%U.�,-*07 I EC101imic " .II, I 11LIECOlimc I, .11RO &. 51 $TRW Ft - -,, 0� - � . ..... w -�"i;�l,�, : / 11LIECO.., I400 Sr. FRANC PINE 4. 2, AND Jr., do SHEET NO. IS H 1.1 SEC CO BE TYPE AT c!at>-..-...- 3 -2-_�--i I _.1 ) ce� I � / IzL 7; A, 0 .z; 15 -.0,40, LA-1 CD .r- , C 0 ,�" ,- d " 6 C"A- C� pl- . , " 1) 0 1 � I 11 - .'!� M " , w 0 - 0_1 3; , T 0 to w , _ I ]�� 7 0- I,, I llrl� NSTALLATION DETAILS FQR REQULAO PANELSILA-lAb INTO EXISTING WOOD STRUCTURES , :�', PAWALMATE P LA , . 11. -IT PLUS 57�'O PANEL -IQ , Y/ /4' O.0 W/ 1 7/8' 1 : ILI, :j c /., ox W/ I .,/b. I � � 'a' V , 111READID) PENFIRATION 0 ot.,PVEA IMEADCO PENCIIIATiON It -i--! I I EXISTING WOOD 14CAMA - , ____ I EXISTING WOOD HEADER -.-- . I -, EIIIIINC WOOD IIAM ! i , I I I , . I ! I EDER, Vol, 0 1 1 mor, "o . .1 : q 1 6 v., ot I I 6 1/., 9. : I "o" "` I I WOOD AOER 2. � FA " . I e I t I "I . - I .I . - M I 10 � MR, x1oulkn, .1 - 7 A - _,L (11 I �; '* ... i I I I _� �Ij -I - ;, �, " I I t I- __ i, - I 1 0- _� IF "I'D' -11 1, � - f , LJI_� ! in unamAt all � I X, ��%` I In I14butr ON I LiLrImull.-_ � L � v ' � nom W � I ' : : i ... - VI40ADON , I- Ft SE . I I I . ! -to .-Ag."ONt ; I 10 (Air . 10 GLASS I I I It— PAWL tENGI" I W'. PANEL ! 1 "I", ""' O * � ./.,. �,, is ME Halt 1) L ./I,I _,* (,rF MOIL ,) V. . FT NOTE 11 . Ili". I I 4 & IF, ,/$-, I , - 1 i Its . 1;;� 4 � .I Fi/ 111FIl . tf" I'D, I . PIN; ., . 1 .3/w. wom, NOT * � I ; vn* I . j �. PO I IF �§ . I ! -1 N111. _ I VWPP OW(AILAII � mo I L . � I : i I f I I � i I � . I , . I wx � I OF 1- ; � I wx I : I OF 'L* No � Of 'L . I I IMAIL ! QU4, � 't, i il I � I , , . --- 7 1 i 'f- w. I , 11 r_t"7---- '� 7! %F777-- I . :: I I./ I 11311� _ .= -I'll.I—. nN, Inr � lowl. F� �_, - I I -.1. I ""' /3,* 20 I . � WD, I - - - � I I I - . I � I To 4 , I I., I ---L---- i � I , REWS 2 D PLATE I . L)4-10 PANELMATE PLUS RJO.,41, 1 1 1 -.4- WOOIZ'.4*-1,011P,ATIPLATEMIN THREADEDCOVOREDGo" R I j , � I N2;��Irft) I "I , PV` - A' : a 1/4" O.0 */ 1 7/9' MICVFDT� OF PLATE I 1:` THREADED PENETRATION 0 1 � �, I MID W01. 11 IIAII 5i OC STAOCIEREO W/ ,= IPY�, .. , 0 EIIETRATION At MIDRADTH . I I - I "' , "' , �! 1 . DIRECT LAWN I I , ` I I, I flesm G INSTALLATION DIRECT MOUNT 6 IJLL MOUNII 9 INSTALLATIO SCALE 3/8.1- QwItiff - vAr 3/9-1- SCA`x 3/8-1, ' * I. S FOR ALTERNAITAS SW. 9W & IOW ONLY VALID FO MR%, ' Up 10 + 43 . 8. -48.0 P.. t, AND "'111111111 ISO DESIGN �OAD' � - ; �N_ALE" UP 0 2'-4 _% 110 1;� � ... !'�17 . ANEL Ca. I FRAME,CONSTRUC ,ONOW00D MEMBERS It) (It SOUTHERN .. -�r ,�.R 1.�. 1. I z L, ENSj`--:? 5, IN, D , to, or 55 OR (UVkI . �1% FLORIDA BUILDING CODE (High Velocity Hur Icon* Zone) z � No, 41 II'StO DLIWI - 1,` Non FOR COMBINATION OF SECTIONS - . . * E 20 GAGE GALVANIZED STEEL STORM PANEL 0%dW` BY , 2 * * --...-.-- . TOP ,it BOTTOM MOUNIINCTS CAN Of T TE Ot = - - ,,r �, COMBINED IN ALNN` WAY TO SUIT �.. S TE OF _', GLOBAL PROTECTION PRODUCTS, LLC. ,,, LF V , , Rik , )-- / 111LIECOisic ~ S. - V Rlk)'�-�, I YU.1, ?C"wia It CNO.CMNG 03 . 'I =I. INS rALLATICIN , "L I - V_�_�Z,',_ ] IN, UPAN -176 ik� I R_ - . " RNomE Eww" rw rm (mwKwo-vo, 20 - P`R,KF_,_ , EdW__ V _______T__ 1 - AN -Good"If . -th� �-O� - - I , __ " A_TAJ_A� P k � IV ar 24 rDo'6S I "11"Z"It" , ,-.4107- �- - - I - I 1 ( ( n Smu a ' LENGTH I as .... I _ "rim 0 . � . I,N* or I �-i -mw�_ I ; - -eowf�'..'� -_ J, 0 I� Z' - to , --- �,MW; iI 10 f 1. _. _...__� 1...._ __ I .: 1_�_ I .. ., ' I! Ulc, SC �''' �••• OF PUTS DIRECT MOUNT BUILDINGS "L.5 LENGTH T 12'-4' PANEL'S NOTES: i. SPECIFIC pEor DENSITY ` ANY "�, -.0,,:'. . . __�- .6--j 0 a) C_ = 2 -L-- = -0 -0 = 0 .S? -= a) II.- = = 0 U_ :-� "...... m m - . " .D a) " IIIIIIIIIII, 0- Cn ,N,0 ,_ CU C:)- C_ CU -I.- III- (n < L� l. In 71- X'I I ; W J _ ------,-, ___ -.--.-.--,--- --.--.-- --- CONC-7 ANCHO" commli ANCNM -FOR 00.,04111: woo". SEE SCHEDULE ON WE I., .--- ____ _,_________ I I -� -, (SIDE Scmiroxf ON (SIDE X-110.11 ON "Id doon SOONER SEE VILT, I, - I " ') 1 )_ � 8 - -'\\ -3. f 11-3 At rERNATL __� " " ( _ , LLLL ,W. . , 2 & 3 SYSTEM $for ") _\ I &.IF, 14) L I S`C`QN ON 2 &.Iw/ 5 )L INSTALLATION - 114 2/4. W4, 114 CUR, 4/4 1 - (1) 2. I " ^ - - AT END PAWL 8 � - . t Potwo CO.C.M 1 _ �i__ - , .I, aP ft '. . , . - - .. -, _ - L 17 � - -I,, 7- __ __ - ;/4 W/ j! _ _� * - I _J __-:-T- __ _1. . . __1__.. 1W!" It 11_1 i _ 7- IT.. - . - --i - - __ - - ___-, - - -_ . I I � _ I -A- ----T -- I . STUDS 0 EVERY I .. I -_ -.1. I I. .. _ - , '19,_ .."" PENETRATION _ Ll!* I .,4 i � I � 1 j . PRIN RON WEADEN, I ___.__.__i I \ . ....' ,iTT�TTT_TTI�jl' I j ! I i 1 1 1 I i L � ) k ! 1 1 ; � i I I ; i � - �' - 1-111, "'A'"o, ,,a- I -Fff _ _ _ �J_ 1147 1 1 . i I I POtRTO CONCRET,F I I 4-L ji�, 1 11 -_ REQUIDOD I il I 1 I - I , __ , \ - q i - I 4 - ,.- __ I I I -_ - 1, - -, i r - \ I : - i411,----Cw.��-__4__-1�r1I-+I9'I-I11,�I�II,:I,,i�')-�41!."I,�i-�1�I11�CCASE)�I2�T1Ji1_�-1(CASE-1� il �IIm7 \�,I -_-_I, 5/6\�,�II�IS7UDS 0 EVERY!UNI:,�1�IiIT I . I J� , I -�' _ L I i 1. I (D - L �'j, A , I t__ f ; � � I I ! , � I [ 4j, ) � . i ; I` 11 1 -I'l 'I IL� '' j J] *, i I I 1 I 1 � 1 1 . _____ I � 1 V 1, I 0 C) .-I.-.- - 1 IEI�2 ,_., I i 191 SCnFw%f . I - � I L 1i om- I t-m sc.[&,u oII I : � I I , .� I _--_rI I.EET 141 -- - , � t I I ---I .- I- (HIS) -, -.1 +-.'.. . 11 , I 1, I -t- I , to, t L - 4 1 ; I , tj t � I \ I i � ., _L 4 - - STUD 0 12 1/7' 0 C I I I/ I ; 1� I , 7- ! � L,--,- I F Lz I ": Eo� I __= _"'- NIMOM PANEI - PANEL I � I ,a , 11-1 I 1 1 1 1 ! i ; 7 , /. -, SEE SEE i \---IN7[MDP PANEL -ENO PAND � 1 ! -4--i I— '/.Noo� m! --- lL_,/.,* RAEHUmE 0 I I ! i I I , 1i I. SCHUDOU § 1/4' 1 Ut WON HILLOCRA - I -, -11 9 I , ; I I : I � I I . I � rq I 1 �m5m, ., I , 4X;� * ! ! I 1 1 � I(,, 161 I , I i L R - . I � TIFF I I -- _ I _ I - � - - (��, 11 �, : [ _ SCHEDULE 01 Of Lr - - -, . En.'r t 11 /I / - - , % 5/!. _ (CAME Ili / : 7�Ts./ , SPCC LITS 5( ! ! ! I 1 ; I ! 1 1 1 1 t, ; ! (B OR (T�," IOR U. -- Fop M. I SCH � Aroodum, J# 11 / II, � I . I) "�?D, -r ' , - - I '/#' ' � _ ANCHOR ANCHOR 1� - - iIo,,, I , ! 1 1 I I I I (R - (§ 50110"", ,. _. 1 I 1.1 or, 1/1411 � ?.Te"'n - 5 W. 4� I . I : IT FOR III #2 Fop i 2/14) � � I - i . I I , OR DIRECT MOUNT SPALM !;PACFNc "ANCHOO - ANCHOR � � i I I - - i I I I � I L 1� - I 1 4", 1 � � I SPACING SPACING I I 1 � 1 - � i i i , ; [' : I i i I ; I i I � � . ,'-S' wR, -1 -----.--.-- 3- "P - -1 - 16- I I malotto ! > I ! _. i I i i *4 __I__ -- -,%-.-!. . � I ! __ %, L _ 4 - v -W.3/32, � MWAREV , I , - I :1 I � : _TJffJW1oE� / I , I i , 1 I I 1 1 , 1 � to II/'.) I , ) 4v',L- I � i 1 � � i I I (40 1 WEIND "E'DIR, : A , � 1 i I ! I � I � 1 W, vv� I/,. ! � . , i � i I i , I i I i � I I r.-Ex"FoRl DETAIL I : WALL MOUNTING INSTALLATION (APPLICABLE TO ... 1) DETAL 2 ; FLQOR MOUNTING INSTALLABON (APPLICABLE TO SCHEDULE 2 0 j A t i I � L j jim.11IIIIAll IDGIVION SCALE 3/ir - I- SCALE 3/16' - I* 1 N". i �,, 1 -�, VUM01112 I � � I 1 1 1 � I � I ) � [ � I I 011luROPARTIE; � I i 0 I E------- , - I : i i � 11, . � I i(my ARS Ill. AUERWAE-1 ALIERNATIVE , � Ot : , , !� � � ! I- UACHR41 9 CL J I � I 0 I& ,T) I/w - , SC IF ; i I ' L I I :1 j I � ill T_ I I I . i � -� 4' I ; 44+7 ' I ' %- SCHEDU , � . 1 1 1 . , i ! F I , 11,1 � �IIA i INTS) (Mr I'll ,�,fl,?" t IT ,=,nT,, ! I ! I I I -i � MAXIMUM PANEL LENGTH I love 0_ "lloof c - 1 � i t U CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT A, FOR On I/ 14) i � . __14`_ I. RON WALL I .1 I � I 4 1 IW*A*M I i ;- I ;_ .,%`P1P1L1Q&E ONLT. M.11LOVICS-A A;__4JQWLk_rQL1 AOL-IMIF01-51CIFA-PAMLL � 11 I � I I I t ; 1 Ljpoll/IIII 2/4, 2A14. 3/4 OR 4/4 2 & IW/15 (n BLOCK STRUCTURES SY1mM_Qm_$jw_L31 I , i . -.10 � I .,..� I i , I � � I ; AiTFIRNATE tOCAVION = DI i - u�� %t WHEOL,Lf I I < I I I I 11 -1 ON UPE SAFETY PANEL L_ SQUQLL k-I ; ,r§, W., WAL-III0910. C.QNW1ONSJOP_*_J1OETQN X _LJ)_.Ia_A 1127 * INIT.Of RADID, TO - I .-- � ON %wv I- I -, I �� I I- lKlowl -_ --(.,) -_ I F St-ARAP" I � - 9 -IIII-0 I I I O I , -,-,- � 70 OtAW, ., I - _j , i I I REGULAR PANELS Wl OR Ft --� - A.S,O INICON C, I'Ll-ohl, EAP_ INNEutor 11OWNE 0 �t� rL5 ��L TO .... -n l 1-41 - to' I 0 � I ,j,1!-__-L- I It SAFETY PAN I- t I _- I . I I ._ .... ..- ---,-.,-.- - - -.-.. _ - .Aw_ t 11 .1 . I L�, I W10 WGIJUUT fSFE NOTE I 0113" To T6 TO To � I ! LO . 11 11, HICLOW) I LAST PAIRD. qo).� K w `111�1, " .-W, to To I C To ONDO ,I M - Eot'j":". LEADT" -L' (.,) ! 1 =3 CONCmv ARE Oft . , PANEL STNIFLO AS ctw_vvt CON,im CONCRETE WNCW,r CoNcpm ON,im 00"CIRET, con CONCRETE � I OR CD / LIFE WM OFIL.0d, sfwi RA7m I- __ - or YNE. SU FRAME 11VILOM I �_____ i I , 10 �___ ro, , " \ � � , BLOCK KOCK eLock FROU RLOCA � � I I to ca (VI S'NEDL" OR - I , 1 1 i"Er 11) Cl-Al " _," F. AbA& OPTION &I FOR 41EE $AFETY WAYS SE N/A 1 & 2 (TOP) 10 FA(XjEo;"E"0W/NWjAA _wUl ANOoF whD'HICS AND ".- Con. DISTANCE INIF FR000,14D . IN't ScHrou". lop tMA I* " _!ZA__,_ N/A N/A O" 1 NIA _-6, N/A _ _1_ - I I TVILVPIO VAC04 - , .1 - L 1 i Cal - I I "A -ROD 41DIANCO To HE INSTALLED OR PrUONFb 'ROM INSIDE '55o� - 72 0 ' t. ____ a. I - I - - CONCRETE ANClOn OF SIRUCIVRE 9 I 9- - 9. I (Pollom) FKDU= VVIONG ONTA"m USIUC FACTOR SKILL Nor INE Lu% THAN UHNIsw !IFINCTIm; il 11 - ____ N (fin ScHcDou: tw I I v - INDICATED fOR lAClI ANCHOR TYPE AT AUNDIS I.VOINKI - ROM Pu'r, / -I--- - & 9' - 7' 1 D. I i�__ ___q- - 5'-O' OR LESS S"CW% ON SCHEDULE SEE FIE FMIOWM FACTO" MR INIS ORIEFULIXON TO K POSIME, I. ______ . ---.--,..- - ___', - j ELEVATION '. N A N/A 1 N S' I N/A 6' I N/A !�_ N/A I & 2 (�rjp - - 11 REWIRED 0 ,550 -72,D - 1 ,5' 0 TO I -6 - a `Rn 14) Sr;NLr 3/32--i. 9. 5' �. 17 112-1 0. 1 9. 9- I- v _�tf_w) I Oxmm TOME 1/4-0 1/4'. 1/4'. 1/0. ./4-. 1 - i I � I � I ,� L_ WALL MOUNTING INSTALLA710M WAU AMD INS I , ( - I �. )'L.rt � I i . ...... _ -, 9, I RIVIRRED i _; -�-/A W/� � ;I/'� - 9 14 A , . 'A'". "*-4" --r RROUR., --. I - SCALE 3/8* - I' - SECTION 2 SCALE 3/8* - t, ( . i; C I N/A I A 2 (lop) .. , 10 IF-41 - - ,- " _.______ - - - - - - - - 'I I :;,� - --,� - -_ $ . - SECTION I 6 @-,p .. -1 - �550 -740 - 1 � I -0, � CIO a- - -1 1 �7"6 "` "' , .1 M4 j� 11� I I '. i C-- - --. 8- I 9' I S" I 6, r a. 6' 1. I I (BOTTOM) I .-. w �. vxm C.) 3 3 3 3 IT In � , I 'j - � --- ,, - I , I \ \1 ne, - J, NO711i-ON.101 E Sffllj�,SWRMI _P&W__Az4ILM_1WaIALLbIfQl9 ; _ tt_ .... __ - - . __ \ - I JFE SAFM STORM PANEL CAN BE LOCATED AS AN END PANEL ("IRS w/ 1 1/2' ALTERNATIVE _3 ALTERNATIVE -4 0 a) UR AS AN INTERIOR PANEL (ANY PANCL LOCATION IN BETWEEN END PANELS a "ERN. '. Amum. rA "SEE mwmm - __; ANCHOR 2 " , � ,-! �IFF SA f PANELS MAY OR MAY NOT BE .,1_.1.,,2_* * I ,�T , " THRIADED PENETRATION OR U) W/ ORVIW/C REGU(AP TRACKS.) -.U. *so "'A � 11w 0 Stv - ETON, TOP or .xu) w , EVw to r APPI.C.ABLE 10 I VI - I ,:.� - � I __ " I 1 10.4/s, LONG � ftA.,�C A? " m now III, wAwo* i L /:.204- _ 2 LIFE SAFM S" AS SECTION 8-8 US" __W;� - 14 . ____ -,---L- , SECTIONS " MMMUM PANCI. ) - - I. 114'0 20 pmft�ll FIA'Alf 0 of NATIVE WOOD CONDITIONS A ANCHOR LOCATION =IN It ,nn R 0 6, 0 % , '12- w . I. HENT 6"" - SHEET 2 OF , el. - I" __ ,li), COMI&NAT,01 LENGTH %* (ft.) 000 . DO AMONATE " ,C ,,, D "fo OF THEY e Z-41" - "" -m W, %NOWN Im QARIII - -_ ODNI QUICEL". I I � kk 726 COMmPEOL ALLOWS ITSELF TO EIC DRAWING SCALE 3/32-' - 10 I 'm - I - - .." ______�_ TNRIAEF "W.A- 0 `NG WAID STRUCTURE REMOVED ON INSTALLED FROF0 T 3 In' I I 'J.- FoEt vw,,T. - " m . N& oo,11IINNFINI, 901-OM TpA(',' to ....... , I 49.1 2 (IJOTIOM) 7--b- 2t_ !Ss `\)CENSe '-. . N %, _.tl I . __ 's ,�' - ,J�kj . �. It o��. I. , 7 I U11 "I'll, _ __�" - 4' 2 (ROTIOM) r-fl. OR . . '.�!�lt . �- __ 4_j/ _� ____j ,_(3� _ _ - ,f��. ALLATIO -1 LIVE SAFETY T_ I I. LIJ ........ _�_ -------,--,-"--'-'-------""-"-"-----'---"'L'.-,- --- ____ ij .... - , .. ..4 % _,2, 0 - 2 )/., 4' T,7i. 2 (BOTTOM) 76' OR LEM f .: No. 44167 I, A1M1LRWff_tW_ 110 =3 BE WE .1 I�All I -1 'D.��7 '4� NT J.T , . ."ALLED IVALL OR FLOOR MOUNTED FOLLOWING SECTIONS I a I . �5$ 2 1/2 _ 5 ENi .. IM E N S,r I. .--. __ . . - __ _ ------- . - SIALIE: S1W - " 14 1 2 2 ON IH6 SHEET, As WELL AS DETAILS I Ill 2 ON SHErl 14, . ,\ � �-,.--. 7 I m ,` FLORIDA BUILDING CODE (High Velocity War can* Zone). 55.o -72.0 2 1/2* 1/2 N/A 2 (BOTTOM) ,,7-6, 70 FI'--O'l 2- *,, FLORIDA BUILDING CO If I I __ ______2_j�/A - . '.. \ ' DE (High Velocity litur icons Zone) Z : No. 1. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 4 t It5lSO -720 I N/A N/A . 3. 1 2 (tiorom) fI7'-6* TO 8'-8- % -$% ' � knuo. I'C fP z I, < IP 2 � = I . IPL ---------- ------- DRUP, or malm � TIT '.. cl E of - ,-._._T�n_t_ COMPONENT __ ".,' t�NNNNAULUA ��_ . S1 - SCHEDULES 6& 2. SHEET 14, - - - .1 . - -----� . \ I INGIAILLAJONS ARE ONLY Or.904 'LOODE Or TO z i z Ot PERMANENT 09 REMOVABLE .. . S or-, � _. . , " r GLOBAL PROTECTI !� - --_1 / /26/2"o Mz .X. ft RZO, INC 20 GAGE GALVANIZED STEEL " or ANCHOR SPACINC FOR COMPONENT Qj) ANCHORAGE AT earom IS c.jvE% ON - I III . - b, �-..&R%;�.- . .1 %-< '... A It. �., � - - , GLOBAL PROTECTION PRODUCTS, LLC. d""n"N' �4M " .55 5. -'no OFF AND PAKEL'S LCWM Up To JE-rL � - R% " _N - I- -, � * ' , , _N. * 5 SEE DETALS FOR INSlAi-LATION INTO WOOD FRAME WI 11 smw mm , ij.., - -4 ..... �-_ i4-,',f, , "'. --;,e- FOR NEW WOOD CDOSrM"Cmw *000 gEmum 10 K SOUTHERN __� z ) A im, ,,, now, 11 Mil. .. .. - ...�t,_ "-".!, - W/ SFICCOW DIENS'n Of am OR [OVAL 11 - nUff TIEVING IF ��g E _. n S.I. 20-176 Ir"ZI-P. I 11" 1. 0_ ..... - .- - I- �11111'1z"," I ��`A � �_, ,!.42m_`, . Rl L -, , / ', � S. 51 !DIRECT �/2,:Ii , 2 ,F �� I clo"W col"I", 20-176 WIT WIN mi'mr,"' 313", Not.. - PHORS. (.P)."-�b. 1 ("HUMM-aral XR__..1. '001. (tU)O"-".$ I. (t�)M-glsl -176 - _ _ I'Lur _ W; ,T..,.�,Xk P�_.H` - - . SPACERS AT TRACKS INSTALUD ADANCENT SEYONq TO 1;TtXCO/WOOD BANDS '111-11Z� .N.II& . ." ,_ - nort--low, I Z - (-I Us ft < 6 SEE SHEET 4 FOP DETAIL APPLICABLE TC- THE NFC(7SSTTV FOR TMF NSvA1.LATVN O� ANDRE: (q. (�)W-4n7 20 - - I- -00fill �ff - ---L-'-- 0 t 1U,,`WIINIFPRIF/OkN RWL "I A .l, " - -!- __.. . 1"m 1. a n . I %P./-T-/[UTr WILEA IL P� P EL !it`[� SHM 11 or 2. _j a," - I __ I __ � I rILIAT, .16, . ..- i,wj Liolsoma IN, of sm/SKI4.1MIDATt - CA_ 10,111, - . ------------ - EA `Om no I I r I I 11m, I " I IAr InT=--_----- r74 I Q_ I . ND,. I , � LOCATION( - � -1 - - L= ('��)-- - DETAIL5. FOR OPTION # I FOR LIFE SAFETY STORM PANEL 1 TAG tolot 0 6 O.G. OVERLAP I I • I I I I I al i-- /2' 0- C. NOW PANEL--�-�---�- I-,. -_ , I . - �---I-- - -l-----`t- --- �__f_-�'� ;v. I � I- - , , 11 , F�11 r11111, I'll" .1 1, � 711,1]11�1 I CNIEWAP _ L - --- .....-I _.t_ I II " I tl 17 ;i ( 1. I . ; 1 III ; I . i I I � 1 1 1 11 (DIDPAHOL) iIONTONOR PAMEQ(WE�FIANU�4.`�:II,��,�iiiii,2:�I`t" ,1i��L,'amjIii11-1_4d,_1,��~ ':4�IFERill"UP�1J-_--I'���,IIII,'__I��i(1)I i F-�I;Ii��;-I-� !111!�IIrTI i 111Y, -- � I1�!�L"-:I I�11i L�IED�;F.��,,TOGLASS-,iIi -uld0-j'11"!I.-�,,1�I - - - • , .'. I 1 1 I ENO �.. __�:.,..._.-.._._-_____ --3'-- O.d '�. I ! : '-�' I !I i l , MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.8.1.) AND MAXIMUM A-S-D, DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDIN , _ , , I I i i � 11 2 & Iw/15 T. WSIALWMS_ INTO CONCRETE A CONCRETE : N I! , I ; I I , � AR', W/No LIFE %Arm PANELS LOCATION VIF LIFE ts" NOTE -�--"- .....__._�_ TRACKS CONCRETE SHEET 15 FOR ANCHORS TYPE to SPACING " WITALLADIONIS INTO WOW STORM AI CO Uss tHAN FRIAMIL3 ON SCHEDULE qrmxt ANCHOR SPACING IF YAkmW NANtME y • FLOOR MOUNTING _ : OR LAST PANCL) ,�_ __�___I-,t - -4 P.-) !&IIIIIIII, - C.) 1 3 311, 3112 I , L" � I V. W URM 0 6, D.C. J 1'r (V �� iHEvFt_ RAK'S INSTALLED ADACEW TO REGUtAR PANCLt. . SCE -it 1) SL;"wQ.t_2__ 4&v,�LIi.QqR_mOw_.CQwm A1_2QmML_S,__".! I Y. PANES CONSISTS OF 0039" G&VANIZUD STEEL GTORU PANEL THE FRAME DNS+DE OF AAE.; "I . I • - I. �,� A. ALLTE 1 _ ' WALL MOUNTING INS PANEL REOU E5 21%CK To BE COMPONENT (Z & � 4 , i528 -1515,0 3' 3' I. _L SHEET OF IHIS .-I- ll as * ._.�_._.__.. 1 3- -,-L----- _...-_._.�.__ NIA LENGTH FOR CICIMPONENT a) G I S' - _4 .. 140 • 0 GAGE GALVANIZED STEEL STORM PANEL , "IfLIO Iknw, �� 20 GAGE GALVANIZED STEEL STORM PANEL MAY z L VAuto FOP WI.D010 WITH AAA ATE STORM PANEL _ - I / ON PRODUCTS, Lm "'"."De' ,P*.. FEE -D�- -� I "GLOBAL PROTECTION PRODUCTS. LLC. DINGS ON qIIEE- 15 , OR%U.�,-*07 I EC101imic " .II, I 11LIECOlimc I, .11RO &. 51 $TRW Ft - -,, 0� - � . ..... w -�"i;�l,�, : / 11LIECO.., I400 Sr. FRANC PINE 4. 2, AND Jr., do SHEET NO. IS H 1.1 NSTALLATION DETAILS FQR REQULAO PANELSILA-lAb INTO EXISTING WOOD STRUCTURES , :�', PAWALMATE P LA , . 11. -IT PLUS 57�'O PANEL -IQ , Y/ /4' O.0 W/ 1 7/8' 1 : ILI, :j c /., ox W/ I .,/b. I � � 'a' V , 111READID) PENFIRATION 0 ot.,PVEA IMEADCO PENCIIIATiON It -i--! I I EXISTING WOOD 14CAMA - , ____ I EXISTING WOOD HEADER -.-- . I -, EIIIIINC WOOD IIAM ! i , I I I , . I ! I EDER, Vol, 0 1 1 mor, "o . .1 : q 1 6 v., ot I I 6 1/., 9. : I "o" "` I I WOOD AOER 2. � FA " . I e I t I "I . - I .I . - M I 10 � MR, x1oulkn, .1 - 7 A - _,L (11 I �; '* ... i I I I _� �Ij -I - ;, �, " I I t I- __ i, - I 1 0- _� IF "I'D' -11 1, � - f , LJI_� ! in unamAt all � I X, ��%` I In I14butr ON I LiLrImull.-_ � L � v ' � nom W � I ' : : i ... - VI40ADON , I- Ft SE . I I I . ! -to .-Ag."ONt ; I 10 (Air . 10 GLASS I I I It— PAWL tENGI" I W'. PANEL ! 1 "I", ""' O * � ./.,. �,, is ME Halt 1) L ./I,I _,* (,rF MOIL ,) V. . FT NOTE 11 . Ili". I I 4 & IF, ,/$-, I , - 1 i Its . 1;;� 4 � .I Fi/ 111FIl . tf" I'D, I . PIN; ., . 1 .3/w. wom, NOT * � I ; vn* I . j �. PO I IF �§ . I ! -1 N111. _ I VWPP OW(AILAII � mo I L . � I : i I f I I � i I � . I , . I wx � I OF 1- ; � I wx I : I OF 'L* No � Of 'L . I I IMAIL ! QU4, � 't, i il I � I , , . --- 7 1 i 'f- w. I , 11 r_t"7---- '� 7! %F777-- I . :: I I./ I 11311� _ .= -I'll.I—. nN, Inr � lowl. F� �_, - I I -.1. I ""' /3,* 20 I . � WD, I - - - � I I I - . I � I To 4 , I I., I ---L---- i � I , REWS 2 D PLATE I . L)4-10 PANELMATE PLUS RJO.,41, 1 1 1 -.4- WOOIZ'.4*-1,011P,ATIPLATEMIN THREADEDCOVOREDGo" R I j , � I N2;��Irft) I "I , PV` - A' : a 1/4" O.0 */ 1 7/9' MICVFDT� OF PLATE I 1:` THREADED PENETRATION 0 1 � �, I MID W01. 11 IIAII 5i OC STAOCIEREO W/ ,= IPY�, .. , 0 EIIETRATION At MIDRADTH . I I - I "' , "' , �! 1 . DIRECT LAWN I I , ` I I, I flesm G INSTALLATION DIRECT MOUNT 6 IJLL MOUNII 9 INSTALLATIO SCALE 3/8.1- QwItiff - vAr 3/9-1- SCA`x 3/8-1, ' * I. S FOR ALTERNAITAS SW. 9W & IOW ONLY VALID FO MR%, ' Up 10 + 43 . 8. -48.0 P.. t, AND "'111111111 ISO DESIGN �OAD' � - ; �N_ALE" UP 0 2'-4 _% 110 1;� � ... !'�17 . ANEL Ca. I FRAME,CONSTRUC ,ONOW00D MEMBERS It) (It SOUTHERN .. -�r ,�.R 1.�. 1. I z L, ENSj`--:? 5, IN, D , to, or 55 OR (UVkI . �1% FLORIDA BUILDING CODE (High Velocity Hur Icon* Zone) z � No, 41 II'StO DLIWI - 1,` Non FOR COMBINATION OF SECTIONS - . . * E 20 GAGE GALVANIZED STEEL STORM PANEL 0%dW` BY , 2 * * --...-.-- . TOP ,it BOTTOM MOUNIINCTS CAN Of T TE Ot = - - ,,r �, COMBINED IN ALNN` WAY TO SUIT �.. S TE OF _', GLOBAL PROTECTION PRODUCTS, LLC. ,,, LF V , , Rik , )-- / 111LIECOisic ~ S. - V Rlk)'�-�, I YU.1, ?C"wia It CNO.CMNG 03 . 'I =I. INS rALLATICIN , "L I - V_�_�Z,',_ ] IN, UPAN -176 ik� I R_ - . " RNomE Eww" rw rm (mwKwo-vo, 20 - P`R,KF_,_ , EdW__ V _______T__ 1 - AN -Good"If . -th� �-O� - - I , __ " A_TAJ_A� P k � IV ar 24 rDo'6S I "11"Z"It" , ,-.4107- �- - - I - I 1 ( ( n Smu a ' LENGTH I as .... I _ "rim 0 . � . I,N* or I �-i -mw�_ I ; - -eowf�'..'� -_ J, 0 I� Z' - to , --- �,MW; iI 10 f 1. _. _...__� 1...._ __ I .: 1_�_ I .. ., ' I! Ulc, SC �''' �••• OF PUTS DIRECT MOUNT BUILDINGS "L.5 LENGTH T 12'-4' PANEL'S NOTES: i. SPECIFIC pEor DENSITY ` ANY "�, -.0,,:'. . . __�- .6--j 0 a) C_ = 2 -L-- = -0 -0 = 0 .S? -= a) II.- = = 0 U_ :-� "...... m m - . " .D a) " IIIIIIIIIII, 0- Cn ,N,0 ,_ CU C:)- C_ CU -I.- III- (n < L� l. In 71- X'I I ; W J _ ------,-, ___ -.--.-.--,--- --.--.-- --- CONC-7 ANCHO" commli ANCNM -FOR 00.,04111: woo". SEE SCHEDULE ON WE I., .--- ____ _,_________ I I -� -, (SIDE Scmiroxf ON (SIDE X-110.11 ON "Id doon SOONER SEE VILT, I, - I " ') 1 )_ � 8 - -'\\ -3. f 11-3 At rERNATL __� " " ( _ , LLLL ,W. . , 2 & 3 SYSTEM $for ") _\ I &.IF, 14) L I S`C`QN ON 2 &.Iw/ 5 )L INSTALLATION - 114 2/4. W4, 114 CUR, 4/4 1 - (1) 2. I " ^ - - AT END PAWL 8 � - . t Potwo CO.C.M 1 _ �i__ - , .I, aP ft '. . , . - - .. -, _ - L 17 � - -I,, 7- __ __ - ;/4 W/ j! _ _� * - I _J __-:-T- __ _1. . . __1__.. 1W!" It 11_1 i _ 7- IT.. - . - --i - - __ - - ___-, - - -_ . I I � _ I -A- ----T -- I . STUDS 0 EVERY I .. I -_ -.1. I I. .. _ - , '19,_ .."" PENETRATION _ Ll!* I .,4 i � I � 1 j . PRIN RON WEADEN, I ___.__.__i I \ . ....' ,iTT�TTT_TTI�jl' I j ! I i 1 1 1 I i L � ) k ! 1 1 ; � i I I ; i � - �' - 1-111, "'A'"o, ,,a- I -Fff _ _ _ �J_ 1147 1 1 . i I I POtRTO CONCRET,F I I 4-L ji�, 1 11 -_ REQUIDOD I il I 1 I - I , __ , \ - q i - I 4 - ,.- __ I I I -_ - 1, - -, i r - \ I : - i411,----Cw.��-__4__-1�r1I-+I9'I-I11,�I�II,:I,,i�')-�41!."I,�i-�1�I11�CCASE)�I2�T1Ji1_�-1(CASE-1� il �IIm7 \�,I -_-_I, 5/6\�,�II�IS7UDS 0 EVERY!UNI:,�1�IiIT I . I J� , I -�' _ L I i 1. I (D - L �'j, A , I t__ f ; � � I I ! , � I [ 4j, ) � . i ; I` 11 1 -I'l 'I IL� '' j J] *, i I I 1 I 1 � 1 1 . _____ I � 1 V 1, I 0 C) .-I.-.- - 1 IEI�2 ,_., I i 191 SCnFw%f . I - � I L 1i om- I t-m sc.[&,u oII I : � I I , .� I _--_rI I.EET 141 -- - , � t I I ---I .- I- (HIS) -, -.1 +-.'.. . 11 , I 1, I -t- I , to, t L - 4 1 ; I , tj t � I \ I i � ., _L 4 - - STUD 0 12 1/7' 0 C I I I/ I ; 1� I , 7- ! � L,--,- I F Lz I ": Eo� I __= _"'- NIMOM PANEI - PANEL I � I ,a , 11-1 I 1 1 1 1 ! i ; 7 , /. -, SEE SEE i \---IN7[MDP PANEL -ENO PAND � 1 ! -4--i I— '/.Noo� m! --- lL_,/.,* RAEHUmE 0 I I ! i I I , 1i I. SCHUDOU § 1/4' 1 Ut WON HILLOCRA - I -, -11 9 I , ; I I : I � I I . I � rq I 1 �m5m, ., I , 4X;� * ! ! I 1 1 � I(,, 161 I , I i L R - . I � TIFF I I -- _ I _ I - � - - (��, 11 �, : [ _ SCHEDULE 01 Of Lr - - -, . En.'r t 11 /I / - - , % 5/!. _ (CAME Ili / : 7�Ts./ , SPCC LITS 5( ! ! ! I 1 ; I ! 1 1 1 1 t, ; ! (B OR (T�," IOR U. -- Fop M. I SCH � Aroodum, J# 11 / II, � I . I) "�?D, -r ' , - - I '/#' ' � _ ANCHOR ANCHOR 1� - - iIo,,, I , ! 1 1 I I I I (R - (§ 50110"", ,. _. 1 I 1.1 or, 1/1411 � ?.Te"'n - 5 W. 4� I . I : IT FOR III #2 Fop i 2/14) � � I - i . I I , OR DIRECT MOUNT SPALM !;PACFNc "ANCHOO - ANCHOR � � i I I - - i I I I � I L 1� - I 1 4", 1 � � I SPACING SPACING I I 1 � 1 - � i i i , ; [' : I i i I ; I i I � � . ,'-S' wR, -1 -----.--.-- 3- "P - -1 - 16- I I malotto ! > I ! _. i I i i *4 __I__ -- -,%-.-!. . � I ! __ %, L _ 4 - v -W.3/32, � MWAREV , I , - I :1 I � : _TJffJW1oE� / I , I i , 1 I I 1 1 , 1 � to II/'.) I , ) 4v',L- I � i 1 � � i I I (40 1 WEIND "E'DIR, : A , � 1 i I ! I � I � 1 W, vv� I/,. ! � . , i � i I i , I i I i � I I r.-Ex"FoRl DETAIL I : WALL MOUNTING INSTALLATION (APPLICABLE TO ... 1) DETAL 2 ; FLQOR MOUNTING INSTALLABON (APPLICABLE TO SCHEDULE 2 0 j A t i I � L j jim.11IIIIAll IDGIVION SCALE 3/ir - I- SCALE 3/16' - I* 1 N". i �,, 1 -�, VUM01112 I � � I 1 1 1 � I � I ) � [ � I I 011luROPARTIE; � I i 0 I E------- , - I : i i � 11, . � I i(my ARS Ill. AUERWAE-1 ALIERNATIVE , � Ot : , , !� � � ! I- UACHR41 9 CL J I � I 0 I& ,T) I/w - , SC IF ; i I ' L I I :1 j I � ill T_ I I I . i � -� 4' I ; 44+7 ' I ' %- SCHEDU , � . 1 1 1 . , i ! F I , 11,1 � �IIA i INTS) (Mr I'll ,�,fl,?" t IT ,=,nT,, ! I ! I I I -i � MAXIMUM PANEL LENGTH I love 0_ "lloof c - 1 � i t U CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT A, FOR On I/ 14) i � . __14`_ I. RON WALL I .1 I � I 4 1 IW*A*M I i ;- I ;_ .,%`P1P1L1Q&E ONLT. M.11LOVICS-A A;__4JQWLk_rQL1 AOL-IMIF01-51CIFA-PAMLL � 11 I � I I I t ; 1 Ljpoll/IIII 2/4, 2A14. 3/4 OR 4/4 2 & IW/15 (n BLOCK STRUCTURES SY1mM_Qm_$jw_L31 I , i . -.10 � I .,..� I i , I � � I ; AiTFIRNATE tOCAVION = DI i - u�� %t WHEOL,Lf I I < I I I I 11 -1 ON UPE SAFETY PANEL L_ SQUQLL k-I ; ,r§, W., WAL-III0910. C.QNW1ONSJOP_*_J1OETQN X _LJ)_.Ia_A 1127 * INIT.Of RADID, TO - I .-- � ON %wv I- I -, I �� I I- lKlowl -_ --(.,) -_ I F St-ARAP" I � - 9 -IIII-0 I I I O I , -,-,- � 70 OtAW, ., I - _j , i I I REGULAR PANELS Wl OR Ft --� - A.S,O INICON C, I'Ll-ohl, EAP_ INNEutor 11OWNE 0 �t� rL5 ��L TO .... -n l 1-41 - to' I 0 � I ,j,1!-__-L- I It SAFETY PAN I- t I _- I . I I ._ .... ..- ---,-.,-.- - - -.-.. _ - .Aw_ t 11 .1 . I L�, I W10 WGIJUUT fSFE NOTE I 0113" To T6 TO To � I ! LO . 11 11, HICLOW) I LAST PAIRD. qo).� K w `111�1, " .-W, to To I C To ONDO ,I M - Eot'j":". LEADT" -L' (.,) ! 1 =3 CONCmv ARE Oft . , PANEL STNIFLO AS ctw_vvt CON,im CONCRETE WNCW,r CoNcpm ON,im 00"CIRET, con CONCRETE � I OR CD / LIFE WM OFIL.0d, sfwi RA7m I- __ - or YNE. SU FRAME 11VILOM I �_____ i I , 10 �___ ro, , " \ � � , BLOCK KOCK eLock FROU RLOCA � � I I to ca (VI S'NEDL" OR - I , 1 1 i"Er 11) Cl-Al " _," F. AbA& OPTION &I FOR 41EE $AFETY WAYS SE N/A 1 & 2 (TOP) 10 FA(XjEo;"E"0W/NWjAA _wUl ANOoF whD'HICS AND ".- Con. DISTANCE INIF FR000,14D . IN't ScHrou". lop tMA I* " _!ZA__,_ N/A N/A O" 1 NIA _-6, N/A _ _1_ - I I TVILVPIO VAC04 - , .1 - L 1 i Cal - I I "A -ROD 41DIANCO To HE INSTALLED OR PrUONFb 'ROM INSIDE '55o� - 72 0 ' t. ____ a. I - I - - CONCRETE ANClOn OF SIRUCIVRE 9 I 9- - 9. I (Pollom) FKDU= VVIONG ONTA"m USIUC FACTOR SKILL Nor INE Lu% THAN UHNIsw !IFINCTIm; il 11 - ____ N (fin ScHcDou: tw I I v - INDICATED fOR lAClI ANCHOR TYPE AT AUNDIS I.VOINKI - ROM Pu'r, / -I--- - & 9' - 7' 1 D. I i�__ ___q- - 5'-O' OR LESS S"CW% ON SCHEDULE SEE FIE FMIOWM FACTO" MR INIS ORIEFULIXON TO K POSIME, I. ______ . ---.--,..- - ___', - j ELEVATION '. N A N/A 1 N S' I N/A 6' I N/A !�_ N/A I & 2 (�rjp - - 11 REWIRED 0 ,550 -72,D - 1 ,5' 0 TO I -6 - a `Rn 14) Sr;NLr 3/32--i. 9. 5' �. 17 112-1 0. 1 9. 9- I- v _�tf_w) I Oxmm TOME 1/4-0 1/4'. 1/4'. 1/0. ./4-. 1 - i I � I � I ,� L_ WALL MOUNTING INSTALLA710M WAU AMD INS I , ( - I �. )'L.rt � I i . ...... _ -, 9, I RIVIRRED i _; -�-/A W/� � ;I/'� - 9 14 A , . 'A'". "*-4" --r RROUR., --. I - SCALE 3/8* - I' - SECTION 2 SCALE 3/8* - t, ( . i; C I N/A I A 2 (lop) .. , 10 IF-41 - - ,- " _.______ - - - - - - - - 'I I :;,� - --,� - -_ $ . - SECTION I 6 @-,p .. -1 - �550 -740 - 1 � I -0, � CIO a- - -1 1 �7"6 "` "' , .1 M4 j� 11� I I '. i C-- - --. 8- I 9' I S" I 6, r a. 6' 1. I I (BOTTOM) I .-. w �. vxm C.) 3 3 3 3 IT In � , I 'j - � --- ,, - I , I \ \1 ne, - J, NO711i-ON.101 E Sffllj�,SWRMI _P&W__Az4ILM_1WaIALLbIfQl9 ; _ tt_ .... __ - - . __ \ - I JFE SAFM STORM PANEL CAN BE LOCATED AS AN END PANEL ("IRS w/ 1 1/2' ALTERNATIVE _3 ALTERNATIVE -4 0 a) UR AS AN INTERIOR PANEL (ANY PANCL LOCATION IN BETWEEN END PANELS a "ERN. '. Amum. rA "SEE mwmm - __; ANCHOR 2 " , � ,-! �IFF SA f PANELS MAY OR MAY NOT BE .,1_.1.,,2_* * I ,�T , " THRIADED PENETRATION OR U) W/ ORVIW/C REGU(AP TRACKS.) -.U. *so "'A � 11w 0 Stv - ETON, TOP or .xu) w , EVw to r APPI.C.ABLE 10 I VI - I ,:.� - � I __ " I 1 10.4/s, LONG � ftA.,�C A? " m now III, wAwo* i L /:.204- _ 2 LIFE SAFM S" AS SECTION 8-8 US" __W;� - 14 . ____ -,---L- , SECTIONS " MMMUM PANCI. ) - - I. 114'0 20 pmft�ll FIA'Alf 0 of NATIVE WOOD CONDITIONS A ANCHOR LOCATION =IN It ,nn R 0 6, 0 % , '12- w . I. HENT 6"" - SHEET 2 OF , el. - I" __ ,li), COMI&NAT,01 LENGTH %* (ft.) 000 . DO AMONATE " ,C ,,, D "fo OF THEY e Z-41" - "" -m W, %NOWN Im QARIII - -_ ODNI QUICEL". I I � kk 726 COMmPEOL ALLOWS ITSELF TO EIC DRAWING SCALE 3/32-' - 10 I 'm - I - - .." ______�_ TNRIAEF "W.A- 0 `NG WAID STRUCTURE REMOVED ON INSTALLED FROF0 T 3 In' I I 'J.- FoEt vw,,T. - " m . N& oo,11IINNFINI, 901-OM TpA(',' to ....... , I 49.1 2 (IJOTIOM) 7--b- 2t_ !Ss `\)CENSe '-. . N %, _.tl I . __ 's ,�' - ,J�kj . �. It o��. I. , 7 I U11 "I'll, _ __�" - 4' 2 (ROTIOM) r-fl. OR . . '.�!�lt . �- __ 4_j/ _� ____j ,_(3� _ _ - ,f��. ALLATIO -1 LIVE SAFETY T_ I I. LIJ ........ _�_ -------,--,-"--'-'-------""-"-"-----'---"'L'.-,- --- ____ ij .... - , .. ..4 % _,2, 0 - 2 )/., 4' T,7i. 2 (BOTTOM) 76' OR LEM f .: No. 44167 I, A1M1LRWff_tW_ 110 =3 BE WE .1 I�All I -1 'D.��7 '4� NT J.T , . ."ALLED IVALL OR FLOOR MOUNTED FOLLOWING SECTIONS I a I . �5$ 2 1/2 _ 5 ENi .. IM E N S,r I. .--. __ . . - __ _ ------- . - SIALIE: S1W - " 14 1 2 2 ON IH6 SHEET, As WELL AS DETAILS I Ill 2 ON SHErl 14, . ,\ � �-,.--. 7 I m ,` FLORIDA BUILDING CODE (High Velocity War can* Zone). 55.o -72.0 2 1/2* 1/2 N/A 2 (BOTTOM) ,,7-6, 70 FI'--O'l 2- *,, FLORIDA BUILDING CO If I I __ ______2_j�/A - . '.. \ ' DE (High Velocity litur icons Zone) Z : No. 1. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 4 t It5lSO -720 I N/A N/A . 3. 1 2 (tiorom) fI7'-6* TO 8'-8- % -$% ' � knuo. I'C fP z I, < IP 2 � = I . IPL ---------- ------- DRUP, or malm � TIT '.. cl E of - ,-._._T�n_t_ COMPONENT __ ".,' t�NNNNAULUA ��_ . S1 - SCHEDULES 6& 2. SHEET 14, - - - .1 . - -----� . \ I INGIAILLAJONS ARE ONLY Or.904 'LOODE Or TO z i z Ot PERMANENT 09 REMOVABLE .. . S or-, � _. . , " r GLOBAL PROTECTI !� - --_1 / /26/2"o Mz .X. ft RZO, INC 20 GAGE GALVANIZED STEEL " or ANCHOR SPACINC FOR COMPONENT Qj) ANCHORAGE AT earom IS c.jvE% ON - I III . - b, �-..&R%;�.- . .1 %-< '... A It. �., � - - , GLOBAL PROTECTION PRODUCTS, LLC. d""n"N' �4M " .55 5. -'no OFF AND PAKEL'S LCWM Up To JE-rL � - R% " _N - I- -, � * ' , , _N. * 5 SEE DETALS FOR INSlAi-LATION INTO WOOD FRAME WI 11 smw mm , ij.., - -4 ..... �-_ i4-,',f, , "'. --;,e- FOR NEW WOOD CDOSrM"Cmw *000 gEmum 10 K SOUTHERN __� z ) A im, ,,, now, 11 Mil. .. .. - ...�t,_ "-".!, - W/ SFICCOW DIENS'n Of am OR [OVAL 11 - nUff TIEVING IF ��g E _. n S.I. 20-176 Ir"ZI-P. I 11" 1. 0_ ..... - .- - I- �11111'1z"," I ��`A � �_, ,!.42m_`, . Rl L -, , / ', � S. 51 !DIRECT �/2,:Ii , 2 ,F �� I clo"W col"I", 20-176 WIT WIN mi'mr,"' 313", Not.. - PHORS. (.P)."-�b. 1 ("HUMM-aral XR__..1. '001. (tU)O"-".$ I. (t�)M-glsl -176 - _ _ I'Lur _ W; ,T..,.�,Xk P�_.H` - - . SPACERS AT TRACKS INSTALUD ADANCENT SEYONq TO 1;TtXCO/WOOD BANDS '111-11Z� .N.II& . ." ,_ - nort--low, I Z - (-I Us ft < 6 SEE SHEET 4 FOP DETAIL APPLICABLE TC- THE NFC(7SSTTV FOR TMF NSvA1.LATVN O� ANDRE: (q. (�)W-4n7 20 - - I- -00fill �ff - ---L-'-- 0 t 1U,,`WIINIFPRIF/OkN RWL "I A .l, " - -!- __.. . 1"m 1. a n . I %P./-T-/[UTr WILEA IL P� P EL !it`[� SHM 11 or 2. _j a," - I __ I __ � I rILIAT, .16, . ..- i,wj Liolsoma IN, of sm/SKI4.1MIDATt - CA_ 10,111, - . ------------ - EA `Om no I I r I I 11m, I " I IAr InT=--_----- r74 I Q_ I . ND,. I , � LOCATION( - � -1 - - L= ('��)-- - DETAIL5. FOR OPTION # I FOR LIFE SAFETY STORM PANEL 1 TAG tolot 0 6 O.G. OVERLAP I I • I I I I I al i-- /2' 0- C. NOW PANEL--�-�---�- I-,. -_ , I . - �---I-- - -l-----`t- --- �__f_-�'� ;v. I � I- - , , 11 , F�11 r11111, I'll" .1 1, � 711,1]11�1 I CNIEWAP _ L - --- .....-I _.t_ I II " I tl 17 ;i ( 1. I . ; 1 III ; I . i I I � 1 1 1 11 (DIDPAHOL) iIONTONOR PAMEQ(WE�FIANU�4.`�:II,��,�iiiii,2:�I`t" ,1i��L,'amjIii11-1_4d,_1,��~ ':4�IFERill"UP�1J-_--I'���,IIII,'__I��i(1)I i F-�I;Ii��;-I-� !111!�IIrTI i 111Y, -- � I1�!�L"-:I I�11i L�IED�;F.��,,TOGLASS-,iIi -uld0-j'11"!I.-�,,1�I - - - • , .'. I 1 1 I ENO �.. __�:.,..._.-.._._-_____ --3'-- O.d '�. I ! : '-�' I !I i l , MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.8.1.) AND MAXIMUM A-S-D, DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDIN , _ , , I I i i � 11 2 & Iw/15 T. WSIALWMS_ INTO CONCRETE A CONCRETE : N I! , I ; I I , � AR', W/No LIFE %Arm PANELS LOCATION VIF LIFE ts" NOTE -�--"- .....__._�_ TRACKS CONCRETE SHEET 15 FOR ANCHORS TYPE to SPACING " WITALLADIONIS INTO WOW STORM AI CO Uss tHAN FRIAMIL3 ON SCHEDULE qrmxt ANCHOR SPACING IF YAkmW NANtME y • FLOOR MOUNTING _ : OR LAST PANCL) ,�_ __�___I-,t - -4 P.-) !&IIIIIIII, - C.) 1 3 311, 3112 I , L" � I V. W URM 0 6, D.C. J 1'r (V �� iHEvFt_ RAK'S INSTALLED ADACEW TO REGUtAR PANCLt. . SCE -it 1) SL;"wQ.t_2__ 4&v,�LIi.QqR_mOw_.CQwm A1_2QmML_S,__".! I Y. PANES CONSISTS OF 0039" G&VANIZUD STEEL GTORU PANEL THE FRAME DNS+DE OF AAE.; "I . I • - I. �,� A. ALLTE 1 _ ' WALL MOUNTING INS PANEL REOU E5 21%CK To BE COMPONENT (Z & � 4 , i528 -1515,0 3' 3' I. _L SHEET OF IHIS .-I- ll as * ._.�_._.__.. 1 3- -,-L----- _...-_._.�.__ NIA LENGTH FOR CICIMPONENT a) G I S' - _4 .. 140 • 0 GAGE GALVANIZED STEEL STORM PANEL , "IfLIO Iknw, �� 20 GAGE GALVANIZED STEEL STORM PANEL MAY z L VAuto FOP WI.D010 WITH AAA ATE STORM PANEL _ - I / ON PRODUCTS, Lm "'"."De' ,P*.. FEE -D�- -� I "GLOBAL PROTECTION PRODUCTS. LLC. DINGS ON qIIEE- 15 , OR%U.�,-*07 I EC101imic " .II, I 11LIECOlimc I, .11RO &. 51 $TRW Ft - -,, 0� - � . ..... w -�"i;�l,�, : / 11LIECO.., I400 Sr. FRANC PINE 4. 2, AND Jr., do SHEET NO. IS H 1.1 L� l. In 71- X'I I ; W J _ ------,-, ___ -.--.-.--,--- --.--.-- --- CONC-7 ANCHO" commli ANCNM -FOR 00.,04111: woo". SEE SCHEDULE ON WE I., .--- ____ _,_________ I I -� -, (SIDE Scmiroxf ON (SIDE X-110.11 ON "Id doon SOONER SEE VILT, I, - I " ') 1 )_ � 8 - -'\\ -3. f 11-3 At rERNATL __� " " ( _ , LLLL ,W. . , 2 & 3 SYSTEM $for ") _\ I &.IF, 14) L I S`C`QN ON 2 &.Iw/ 5 )L INSTALLATION - 114 2/4. W4, 114 CUR, 4/4 1 - (1) 2. I " ^ - - AT END PAWL 8 � - . t Potwo CO.C.M 1 _ �i__ - , .I, aP ft '. . , . - - .. -, _ - L 17 � - -I,, 7- __ __ - ;/4 W/ j! _ _� * - I _J __-:-T- __ _1. . . __1__.. 1W!" It 11_1 i _ 7- IT.. - . - --i - - __ - - ___-, - - -_ . I I � _ I -A- ----T -- I . STUDS 0 EVERY I .. I -_ -.1. I I. .. _ - , '19,_ .."" PENETRATION _ Ll!* I .,4 i � I � 1 j . PRIN RON WEADEN, I ___.__.__i I \ . ....' ,iTT�TTT_TTI�jl' I j ! I i 1 1 1 I i L � ) k ! 1 1 ; � i I I ; i � - �' - 1-111, "'A'"o, ,,a- I -Fff _ _ _ �J_ 1147 1 1 . i I I POtRTO CONCRET,F I I 4-L ji�, 1 11 -_ REQUIDOD I il I 1 I - I , __ , \ - q i - I 4 - ,.- __ I I I -_ - 1, - -, i r - \ I : - i411,----Cw.��-__4__-1�r1I-+I9'I-I11,�I�II,:I,,i�')-�41!."I,�i-�1�I11�CCASE)�I2�T1Ji1_�-1(CASE-1� il �IIm7 \�,I -_-_I, 5/6\�,�II�IS7UDS 0 EVERY!UNI:,�1�IiIT I . I J� , I -�' _ L I i 1. I (D - L �'j, A , I t__ f ; � � I I ! , � I [ 4j, ) � . i ; I` 11 1 -I'l 'I IL� '' j J] *, i I I 1 I 1 � 1 1 . _____ I � 1 V 1, I 0 C) .-I.-.- - 1 IEI�2 ,_., I i 191 SCnFw%f . I - � I L 1i om- I t-m sc.[&,u oII I : � I I , .� I _--_rI I.EET 141 -- - , � t I I ---I .- I- (HIS) -, -.1 +-.'.. . 11 , I 1, I -t- I , to, t L - 4 1 ; I , tj t � I \ I i � ., _L 4 - - STUD 0 12 1/7' 0 C I I I/ I ; 1� I , 7- ! � L,--,- I F Lz I ": Eo� I __= _"'- NIMOM PANEI - PANEL I � I ,a , 11-1 I 1 1 1 1 ! i ; 7 , /. -, SEE SEE i \---IN7[MDP PANEL -ENO PAND � 1 ! -4--i I— '/.Noo� m! --- lL_,/.,* RAEHUmE 0 I I ! i I I , 1i I. SCHUDOU § 1/4' 1 Ut WON HILLOCRA - I -, -11 9 I , ; I I : I � I I . I � rq I 1 �m5m, ., I , 4X;� * ! ! I 1 1 � I(,, 161 I , I i L R - . I � TIFF I I -- _ I _ I - � - - (��, 11 �, : [ _ SCHEDULE 01 Of Lr - - -, . En.'r t 11 /I / - - , % 5/!. _ (CAME Ili / : 7�Ts./ , SPCC LITS 5( ! ! ! I 1 ; I ! 1 1 1 1 t, ; ! (B OR (T�," IOR U. -- Fop M. I SCH � Aroodum, J# 11 / II, � I . I) "�?D, -r ' , - - I '/#' ' � _ ANCHOR ANCHOR 1� - - iIo,,, I , ! 1 1 I I I I (R - (§ 50110"", ,. _. 1 I 1.1 or, 1/1411 � ?.Te"'n - 5 W. 4� I . I : IT FOR III #2 Fop i 2/14) � � I - i . I I , OR DIRECT MOUNT SPALM !;PACFNc "ANCHOO - ANCHOR � � i I I - - i I I I � I L 1� - I 1 4", 1 � � I SPACING SPACING I I 1 � 1 - � i i i , ; [' : I i i I ; I i I � � . ,'-S' wR, -1 -----.--.-- 3- "P - -1 - 16- I I malotto ! > I ! _. i I i i *4 __I__ -- -,%-.-!. . � I ! __ %, L _ 4 - v -W.3/32, � MWAREV , I , - I :1 I � : _TJffJW1oE� / I , I i , 1 I I 1 1 , 1 � to II/'.) I , ) 4v',L- I � i 1 � � i I I (40 1 WEIND "E'DIR, : A , � 1 i I ! I � I � 1 W, vv� I/,. ! � . , i � i I i , I i I i � I I r.-Ex"FoRl DETAIL I : WALL MOUNTING INSTALLATION (APPLICABLE TO ... 1) DETAL 2 ; FLQOR MOUNTING INSTALLABON (APPLICABLE TO SCHEDULE 2 0 j A t i I � L j jim.11IIIIAll IDGIVION SCALE 3/ir - I- SCALE 3/16' - I* 1 N". i �,, 1 -�, VUM01112 I � � I 1 1 1 � I � I ) � [ � I I 011luROPARTIE; � I i 0 I E------- , - I : i i � 11, . � I i(my ARS Ill. AUERWAE-1 ALIERNATIVE , � Ot : , , !� � � ! I- UACHR41 9 CL J I � I 0 I& ,T) I/w - , SC IF ; i I ' L I I :1 j I � ill T_ I I I . i � -� 4' I ; 44+7 ' I ' %- SCHEDU , � . 1 1 1 . , i ! F I , 11,1 � �IIA i INTS) (Mr I'll ,�,fl,?" t IT ,=,nT,, ! I ! I I I -i � MAXIMUM PANEL LENGTH I love 0_ "lloof c - 1 � i t U CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT A, FOR On I/ 14) i � . __14`_ I. RON WALL I .1 I � I 4 1 IW*A*M I i ;- I ;_ .,%`P1P1L1Q&E ONLT. M.11LOVICS-A A;__4JQWLk_rQL1 AOL-IMIF01-51CIFA-PAMLL � 11 I � I I I t ; 1 Ljpoll/IIII 2/4, 2A14. 3/4 OR 4/4 2 & IW/15 (n BLOCK STRUCTURES SY1mM_Qm_$jw_L31 I , i . -.10 � I .,..� I i , I � � I ; AiTFIRNATE tOCAVION = DI i - u�� %t WHEOL,Lf I I < I I I I 11 -1 ON UPE SAFETY PANEL L_ SQUQLL k-I ; ,r§, W., WAL-III0910. C.QNW1ONSJOP_*_J1OETQN X _LJ)_.Ia_A 1127 * INIT.Of RADID, TO - I .-- � ON %wv I- I -, I �� I I- lKlowl -_ --(.,) -_ I F St-ARAP" I � - 9 -IIII-0 I I I O I , -,-,- � 70 OtAW, ., I - _j , i I I REGULAR PANELS Wl OR Ft --� - A.S,O INICON C, I'Ll-ohl, EAP_ INNEutor 11OWNE 0 �t� rL5 ��L TO .... -n l 1-41 - to' I 0 � I ,j,1!-__-L- I It SAFETY PAN I- t I _- I . I I ._ .... ..- ---,-.,-.- - - -.-.. _ - .Aw_ t 11 .1 . I L�, I W10 WGIJUUT fSFE NOTE I 0113" To T6 TO To � I ! LO . 11 11, HICLOW) I LAST PAIRD. qo).� K w `111�1, " .-W, to To I C To ONDO ,I M - Eot'j":". LEADT" -L' (.,) ! 1 =3 CONCmv ARE Oft . , PANEL STNIFLO AS ctw_vvt CON,im CONCRETE WNCW,r CoNcpm ON,im 00"CIRET, con CONCRETE � I OR CD / LIFE WM OFIL.0d, sfwi RA7m I- __ - or YNE. SU FRAME 11VILOM I �_____ i I , 10 �___ ro, , " \ � � , BLOCK KOCK eLock FROU RLOCA � � I I to ca (VI S'NEDL" OR - I , 1 1 i"Er 11) Cl-Al " _," F. AbA& OPTION &I FOR 41EE $AFETY WAYS SE N/A 1 & 2 (TOP) 10 FA(XjEo;"E"0W/NWjAA _wUl ANOoF whD'HICS AND ".- Con. DISTANCE INIF FR000,14D . IN't ScHrou". lop tMA I* " _!ZA__,_ N/A N/A O" 1 NIA _-6, N/A _ _1_ - I I TVILVPIO VAC04 - , .1 - L 1 i Cal - I I "A -ROD 41DIANCO To HE INSTALLED OR PrUONFb 'ROM INSIDE '55o� - 72 0 ' t. ____ a. I - I - - CONCRETE ANClOn OF SIRUCIVRE 9 I 9- - 9. I (Pollom) FKDU= VVIONG ONTA"m USIUC FACTOR SKILL Nor INE Lu% THAN UHNIsw !IFINCTIm; il 11 - ____ N (fin ScHcDou: tw I I v - INDICATED fOR lAClI ANCHOR TYPE AT AUNDIS I.VOINKI - ROM Pu'r, / -I--- - & 9' - 7' 1 D. I i�__ ___q- - 5'-O' OR LESS S"CW% ON SCHEDULE SEE FIE FMIOWM FACTO" MR INIS ORIEFULIXON TO K POSIME, I. ______ . ---.--,..- - ___', - j ELEVATION '. N A N/A 1 N S' I N/A 6' I N/A !�_ N/A I & 2 (�rjp - - 11 REWIRED 0 ,550 -72,D - 1 ,5' 0 TO I -6 - a `Rn 14) Sr;NLr 3/32--i. 9. 5' �. 17 112-1 0. 1 9. 9- I- v _�tf_w) I Oxmm TOME 1/4-0 1/4'. 1/4'. 1/0. ./4-. 1 - i I � I � I ,� L_ WALL MOUNTING INSTALLA710M WAU AMD INS I , ( - I �. )'L.rt � I i . ...... _ -, 9, I RIVIRRED i _; -�-/A W/� � ;I/'� - 9 14 A , . 'A'". "*-4" --r RROUR., --. I - SCALE 3/8* - I' - SECTION 2 SCALE 3/8* - t, ( . i; C I N/A I A 2 (lop) .. , 10 IF-41 - - ,- " _.______ - - - - - - - - 'I I :;,� - --,� - -_ $ . - SECTION I 6 @-,p .. -1 - �550 -740 - 1 � I -0, � CIO a- - -1 1 �7"6 "` "' , .1 M4 j� 11� I I '. i C-- - --. 8- I 9' I S" I 6, r a. 6' 1. I I (BOTTOM) I .-. w �. vxm C.) 3 3 3 3 IT In � , I 'j - � --- ,, - I , I \ \1 ne, - J, NO711i-ON.101 E Sffllj�,SWRMI _P&W__Az4ILM_1WaIALLbIfQl9 ; _ tt_ .... __ - - . __ \ - I JFE SAFM STORM PANEL CAN BE LOCATED AS AN END PANEL ("IRS w/ 1 1/2' ALTERNATIVE _3 ALTERNATIVE -4 0 a) UR AS AN INTERIOR PANEL (ANY PANCL LOCATION IN BETWEEN END PANELS a "ERN. '. Amum. rA "SEE mwmm - __; ANCHOR 2 " , � ,-! �IFF SA f PANELS MAY OR MAY NOT BE .,1_.1.,,2_* * I ,�T , " THRIADED PENETRATION OR U) W/ ORVIW/C REGU(AP TRACKS.) -.U. *so "'A � 11w 0 Stv - ETON, TOP or .xu) w , EVw to r APPI.C.ABLE 10 I VI - I ,:.� - � I __ " I 1 10.4/s, LONG � ftA.,�C A? " m now III, wAwo* i L /:.204- _ 2 LIFE SAFM S" AS SECTION 8-8 US" __W;� - 14 . ____ -,---L- , SECTIONS " MMMUM PANCI. ) - - I. 114'0 20 pmft�ll FIA'Alf 0 of NATIVE WOOD CONDITIONS A ANCHOR LOCATION =IN It ,nn R 0 6, 0 % , '12- w . I. HENT 6"" - SHEET 2 OF , el. - I" __ ,li), COMI&NAT,01 LENGTH %* (ft.) 000 . DO AMONATE " ,C ,,, D "fo OF THEY e Z-41" - "" -m W, %NOWN Im QARIII - -_ ODNI QUICEL". I I � kk 726 COMmPEOL ALLOWS ITSELF TO EIC DRAWING SCALE 3/32-' - 10 I 'm - I - - .." ______�_ TNRIAEF "W.A- 0 `NG WAID STRUCTURE REMOVED ON INSTALLED FROF0 T 3 In' I I 'J.- FoEt vw,,T. - " m . N& oo,11IINNFINI, 901-OM TpA(',' to ....... , I 49.1 2 (IJOTIOM) 7--b- 2t_ !Ss `\)CENSe '-. . N %, _.tl I . __ 's ,�' - ,J�kj . �. It o��. I. , 7 I U11 "I'll, _ __�" - 4' 2 (ROTIOM) r-fl. OR . . '.�!�lt . �- __ 4_j/ _� ____j ,_(3� _ _ - ,f��. ALLATIO -1 LIVE SAFETY T_ I I. LIJ ........ _�_ -------,--,-"--'-'-------""-"-"-----'---"'L'.-,- --- ____ ij .... - , .. ..4 % _,2, 0 - 2 )/., 4' T,7i. 2 (BOTTOM) 76' OR LEM f .: No. 44167 I, A1M1LRWff_tW_ 110 =3 BE WE .1 I�All I -1 'D.��7 '4� NT J.T , . ."ALLED IVALL OR FLOOR MOUNTED FOLLOWING SECTIONS I a I . �5$ 2 1/2 _ 5 ENi .. IM E N S,r I. .--. __ . . - __ _ ------- . - SIALIE: S1W - " 14 1 2 2 ON IH6 SHEET, As WELL AS DETAILS I Ill 2 ON SHErl 14, . ,\ � �-,.--. 7 I m ,` FLORIDA BUILDING CODE (High Velocity War can* Zone). 55.o -72.0 2 1/2* 1/2 N/A 2 (BOTTOM) ,,7-6, 70 FI'--O'l 2- *,, FLORIDA BUILDING CO If I I __ ______2_j�/A - . '.. \ ' DE (High Velocity litur icons Zone) Z : No. 1. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 4 t It5lSO -720 I N/A N/A . 3. 1 2 (tiorom) fI7'-6* TO 8'-8- % -$% ' � knuo. I'C fP z I, < IP 2 � = I . IPL ---------- ------- DRUP, or malm � TIT '.. cl E of - ,-._._T�n_t_ COMPONENT __ ".,' t�NNNNAULUA ��_ . S1 - SCHEDULES 6& 2. SHEET 14, - - - .1 . - -----� . \ I INGIAILLAJONS ARE ONLY Or.904 'LOODE Or TO z i z Ot PERMANENT 09 REMOVABLE .. . S or-, � _. . , " r GLOBAL PROTECTI !� - --_1 / /26/2"o Mz .X. ft RZO, INC 20 GAGE GALVANIZED STEEL " or ANCHOR SPACINC FOR COMPONENT Qj) ANCHORAGE AT earom IS c.jvE% ON - I III . - b, �-..&R%;�.- . .1 %-< '... A It. �., � - - , GLOBAL PROTECTION PRODUCTS, LLC. d""n"N' �4M " .55 5. -'no OFF AND PAKEL'S LCWM Up To JE-rL � - R% " _N - I- -, � * ' , , _N. * 5 SEE DETALS FOR INSlAi-LATION INTO WOOD FRAME WI 11 smw mm , ij.., - -4 ..... �-_ i4-,',f, , "'. --;,e- FOR NEW WOOD CDOSrM"Cmw *000 gEmum 10 K SOUTHERN __� z ) A im, ,,, now, 11 Mil. .. .. - ...�t,_ "-".!, - W/ SFICCOW DIENS'n Of am OR [OVAL 11 - nUff TIEVING IF ��g E _. n S.I. 20-176 Ir"ZI-P. I 11" 1. 0_ ..... - .- - I- �11111'1z"," I ��`A � �_, ,!.42m_`, . Rl L -, , / ', � S. 51 !DIRECT �/2,:Ii , 2 ,F �� I clo"W col"I", 20-176 WIT WIN mi'mr,"' 313", Not.. - PHORS. (.P)."-�b. 1 ("HUMM-aral XR__..1. '001. (tU)O"-".$ I. (t�)M-glsl -176 - _ _ I'Lur _ W; ,T..,.�,Xk P�_.H` - - . SPACERS AT TRACKS INSTALUD ADANCENT SEYONq TO 1;TtXCO/WOOD BANDS '111-11Z� .N.II& . ." ,_ - nort--low, I Z - (-I Us ft < 6 SEE SHEET 4 FOP DETAIL APPLICABLE TC- THE NFC(7SSTTV FOR TMF NSvA1.LATVN O� ANDRE: (q. (�)W-4n7 20 - - I- -00fill �ff - ---L-'-- 0 t 1U,,`WIINIFPRIF/OkN RWL "I A .l, " - -!- __.. . 1"m 1. a n . I %P./-T-/[UTr WILEA IL P� P EL !it`[� SHM 11 or 2. _j a," - I __ I __ � I rILIAT, .16, . ..- i,wj Liolsoma IN, of sm/SKI4.1MIDATt - CA_ 10,111, - . ------------ - EA `Om no I I r I I 11m, I " I IAr InT=--_----- r74 I Q_ I . ND,. I , � LOCATION( - � -1 - - L= ('��)-- - DETAIL5. FOR OPTION # I FOR LIFE SAFETY STORM PANEL 1 TAG tolot 0 6 O.G. OVERLAP I I • I I I I I al i-- /2' 0- C. NOW PANEL--�-�---�- I-,. -_ , I . - �---I-- - -l-----`t- --- �__f_-�'� ;v. I � I- - , , 11 , F�11 r11111, I'll" .1 1, � 711,1]11�1 I CNIEWAP _ L - --- .....-I _.t_ I II " I tl 17 ;i ( 1. I . ; 1 III ; I . i I I � 1 1 1 11 (DIDPAHOL) iIONTONOR PAMEQ(WE�FIANU�4.`�:II,��,�iiiii,2:�I`t" ,1i��L,'amjIii11-1_4d,_1,��~ ':4�IFERill"UP�1J-_--I'���,IIII,'__I��i(1)I i F-�I;Ii��;-I-� !111!�IIrTI i 111Y, -- � I1�!�L"-:I I�11i L�IED�;F.��,,TOGLASS-,iIi -uld0-j'11"!I.-�,,1�I - - - • , .'. I 1 1 I ENO �.. __�:.,..._.-.._._-_____ --3'-- O.d '�. I ! : '-�' I !I i l , MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.8.1.) AND MAXIMUM A-S-D, DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDIN , _ , , I I i i � 11 2 & Iw/15 T. WSIALWMS_ INTO CONCRETE A CONCRETE : N I! , I ; I I , � AR', W/No LIFE %Arm PANELS LOCATION VIF LIFE ts" NOTE -�--"- .....__._�_ TRACKS CONCRETE SHEET 15 FOR ANCHORS TYPE to SPACING " WITALLADIONIS INTO WOW STORM AI CO Uss tHAN FRIAMIL3 ON SCHEDULE qrmxt ANCHOR SPACING IF YAkmW NANtME y • FLOOR MOUNTING _ : OR LAST PANCL) ,�_ __�___I-,t - -4 P.-) !&IIIIIIII, - C.) 1 3 311, 3112 I , L" � I V. W URM 0 6, D.C. J 1'r (V �� iHEvFt_ RAK'S INSTALLED ADACEW TO REGUtAR PANCLt. . SCE -it 1) SL;"wQ.t_2__ 4&v,�LIi.QqR_mOw_.CQwm A1_2QmML_S,__".! I Y. PANES CONSISTS OF 0039" G&VANIZUD STEEL GTORU PANEL THE FRAME DNS+DE OF AAE.; "I . I • - I. �,� A. ALLTE 1 _ ' WALL MOUNTING INS PANEL REOU E5 21%CK To BE COMPONENT (Z & � 4 , i528 -1515,0 3' 3' I. _L SHEET OF IHIS .-I- ll as * ._.�_._.__.. 1 3- -,-L----- _...-_._.�.__ NIA LENGTH FOR CICIMPONENT a) G I S' - _4 .. 140 • 0 GAGE GALVANIZED STEEL STORM PANEL , "IfLIO Iknw, �� 20 GAGE GALVANIZED STEEL STORM PANEL MAY z L VAuto FOP WI.D010 WITH AAA ATE STORM PANEL _ - I / ON PRODUCTS, Lm "'"."De' ,P*.. FEE -D�- -� I "GLOBAL PROTECTION PRODUCTS. LLC. DINGS ON qIIEE- 15 , OR%U.�,-*07 I EC101imic " .II, I 11LIECOlimc I, .11RO &. 51 $TRW Ft - -,, 0� - � . ..... w -�"i;�l,�, : / 11LIECO.., I400 Sr. FRANC PINE 4. 2, AND Jr., do SHEET NO. IS H 1.1 ; W J _ ------,-, ___ -.--.-.--,--- --.--.-- --- CONC-7 ANCHO" commli ANCNM -FOR 00.,04111: woo". SEE SCHEDULE ON WE I., .--- ____ _,_________ I I -� -, (SIDE Scmiroxf ON (SIDE X-110.11 ON "Id doon SOONER SEE VILT, I, - I " ') 1 )_ � 8 - -'\\ -3. f 11-3 At rERNATL __� " " ( _ , LLLL ,W. . , 2 & 3 SYSTEM $for ") _\ I &.IF, 14) L I S`C`QN ON 2 &.Iw/ 5 )L INSTALLATION - 114 2/4. W4, 114 CUR, 4/4 1 - (1) 2. I " ^ - - AT END PAWL 8 � - . t Potwo CO.C.M 1 _ �i__ - , .I, aP ft '. . , . - - .. -, _ - L 17 � - -I,, 7- __ __ - ;/4 W/ j! _ _� * - I _J __-:-T- __ _1. . . __1__.. 1W!" It 11_1 i _ 7- IT.. - . - --i - - __ - - ___-, - - -_ . I I � _ I -A- ----T -- I . STUDS 0 EVERY I .. I -_ -.1. I I. .. _ - , '19,_ .."" PENETRATION _ Ll!* I .,4 i � I � 1 j . PRIN RON WEADEN, I ___.__.__i I \ . ....' ,iTT�TTT_TTI�jl' I j ! I i 1 1 1 I i L � ) k ! 1 1 ; � i I I ; i � - �' - 1-111, "'A'"o, ,,a- I -Fff _ _ _ �J_ 1147 1 1 . i I I POtRTO CONCRET,F I I 4-L ji�, 1 11 -_ REQUIDOD I il I 1 I - I , __ , \ - q i - I 4 - ,.- __ I I I -_ - 1, - -, i r - \ I : - i411,----Cw.��-__4__-1�r1I-+I9'I-I11,�I�II,:I,,i�')-�41!."I,�i-�1�I11�CCASE)�I2�T1Ji1_�-1(CASE-1� il �IIm7 \�,I -_-_I, 5/6\�,�II�IS7UDS 0 EVERY!UNI:,�1�IiIT I . I J� , I -�' _ L I i 1. I (D - L �'j, A , I t__ f ; � � I I ! , � I [ 4j, ) � . i ; I` 11 1 -I'l 'I IL� '' j J] *, i I I 1 I 1 � 1 1 . _____ I � 1 V 1, I 0 C) .-I.-.- - 1 IEI�2 ,_., I i 191 SCnFw%f . I - � I L 1i om- I t-m sc.[&,u oII I : � I I , .� I _--_rI I.EET 141 -- - , � t I I ---I .- I- (HIS) -, -.1 +-.'.. . 11 , I 1, I -t- I , to, t L - 4 1 ; I , tj t � I \ I i � ., _L 4 - - STUD 0 12 1/7' 0 C I I I/ I ; 1� I , 7- ! � L,--,- I F Lz I ": Eo� I __= _"'- NIMOM PANEI - PANEL I � I ,a , 11-1 I 1 1 1 1 ! i ; 7 , /. -, SEE SEE i \---IN7[MDP PANEL -ENO PAND � 1 ! -4--i I— '/.Noo� m! --- lL_,/.,* RAEHUmE 0 I I ! i I I , 1i I. SCHUDOU § 1/4' 1 Ut WON HILLOCRA - I -, -11 9 I , ; I I : I � I I . I � rq I 1 �m5m, ., I , 4X;� * ! ! I 1 1 � I(,, 161 I , I i L R - . I � TIFF I I -- _ I _ I - � - - (��, 11 �, : [ _ SCHEDULE 01 Of Lr - - -, . En.'r t 11 /I / - - , % 5/!. _ (CAME Ili / : 7�Ts./ , SPCC LITS 5( ! ! ! I 1 ; I ! 1 1 1 1 t, ; ! (B OR (T�," IOR U. -- Fop M. I SCH � Aroodum, J# 11 / II, � I . I) "�?D, -r ' , - - I '/#' ' � _ ANCHOR ANCHOR 1� - - iIo,,, I , ! 1 1 I I I I (R - (§ 50110"", ,. _. 1 I 1.1 or, 1/1411 � ?.Te"'n - 5 W. 4� I . I : IT FOR III #2 Fop i 2/14) � � I - i . I I , OR DIRECT MOUNT SPALM !;PACFNc "ANCHOO - ANCHOR � � i I I - - i I I I � I L 1� - I 1 4", 1 � � I SPACING SPACING I I 1 � 1 - � i i i , ; [' : I i i I ; I i I � � . ,'-S' wR, -1 -----.--.-- 3- "P - -1 - 16- I I malotto ! > I ! _. i I i i *4 __I__ -- -,%-.-!. . � I ! __ %, L _ 4 - v -W.3/32, � MWAREV , I , - I :1 I � : _TJffJW1oE� / I , I i , 1 I I 1 1 , 1 � to II/'.) I , ) 4v',L- I � i 1 � � i I I (40 1 WEIND "E'DIR, : A , � 1 i I ! I � I � 1 W, vv� I/,. ! � . , i � i I i , I i I i � I I r.-Ex"FoRl DETAIL I : WALL MOUNTING INSTALLATION (APPLICABLE TO ... 1) DETAL 2 ; FLQOR MOUNTING INSTALLABON (APPLICABLE TO SCHEDULE 2 0 j A t i I � L j jim.11IIIIAll IDGIVION SCALE 3/ir - I- SCALE 3/16' - I* 1 N". i �,, 1 -�, VUM01112 I � � I 1 1 1 � I � I ) � [ � I I 011luROPARTIE; � I i 0 I E------- , - I : i i � 11, . � I i(my ARS Ill. AUERWAE-1 ALIERNATIVE , � Ot : , , !� � � ! I- UACHR41 9 CL J I � I 0 I& ,T) I/w - , SC IF ; i I ' L I I :1 j I � ill T_ I I I . i � -� 4' I ; 44+7 ' I ' %- SCHEDU , � . 1 1 1 . , i ! F I , 11,1 � �IIA i INTS) (Mr I'll ,�,fl,?" t IT ,=,nT,, ! I ! I I I -i � MAXIMUM PANEL LENGTH I love 0_ "lloof c - 1 � i t U CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT A, FOR On I/ 14) i � . __14`_ I. RON WALL I .1 I � I 4 1 IW*A*M I i ;- I ;_ .,%`P1P1L1Q&E ONLT. M.11LOVICS-A A;__4JQWLk_rQL1 AOL-IMIF01-51CIFA-PAMLL � 11 I � I I I t ; 1 Ljpoll/IIII 2/4, 2A14. 3/4 OR 4/4 2 & IW/15 (n BLOCK STRUCTURES SY1mM_Qm_$jw_L31 I , i . -.10 � I .,..� I i , I � � I ; AiTFIRNATE tOCAVION = DI i - u�� %t WHEOL,Lf I I < I I I I 11 -1 ON UPE SAFETY PANEL L_ SQUQLL k-I ; ,r§, W., WAL-III0910. C.QNW1ONSJOP_*_J1OETQN X _LJ)_.Ia_A 1127 * INIT.Of RADID, TO - I .-- � ON %wv I- I -, I �� I I- lKlowl -_ --(.,) -_ I F St-ARAP" I � - 9 -IIII-0 I I I O I , -,-,- � 70 OtAW, ., I - _j , i I I REGULAR PANELS Wl OR Ft --� - A.S,O INICON C, I'Ll-ohl, EAP_ INNEutor 11OWNE 0 �t� rL5 ��L TO .... -n l 1-41 - to' I 0 � I ,j,1!-__-L- I It SAFETY PAN I- t I _- I . I I ._ .... ..- ---,-.,-.- - - -.-.. _ - .Aw_ t 11 .1 . I L�, I W10 WGIJUUT fSFE NOTE I 0113" To T6 TO To � I ! LO . 11 11, HICLOW) I LAST PAIRD. qo).� K w `111�1, " .-W, to To I C To ONDO ,I M - Eot'j":". LEADT" -L' (.,) ! 1 =3 CONCmv ARE Oft . , PANEL STNIFLO AS ctw_vvt CON,im CONCRETE WNCW,r CoNcpm ON,im 00"CIRET, con CONCRETE � I OR CD / LIFE WM OFIL.0d, sfwi RA7m I- __ - or YNE. SU FRAME 11VILOM I �_____ i I , 10 �___ ro, , " \ � � , BLOCK KOCK eLock FROU RLOCA � � I I to ca (VI S'NEDL" OR - I , 1 1 i"Er 11) Cl-Al " _," F. AbA& OPTION &I FOR 41EE $AFETY WAYS SE N/A 1 & 2 (TOP) 10 FA(XjEo;"E"0W/NWjAA _wUl ANOoF whD'HICS AND ".- Con. DISTANCE INIF FR000,14D . IN't ScHrou". lop tMA I* " _!ZA__,_ N/A N/A O" 1 NIA _-6, N/A _ _1_ - I I TVILVPIO VAC04 - , .1 - L 1 i Cal - I I "A -ROD 41DIANCO To HE INSTALLED OR PrUONFb 'ROM INSIDE '55o� - 72 0 ' t. ____ a. I - I - - CONCRETE ANClOn OF SIRUCIVRE 9 I 9- - 9. I (Pollom) FKDU= VVIONG ONTA"m USIUC FACTOR SKILL Nor INE Lu% THAN UHNIsw !IFINCTIm; il 11 - ____ N (fin ScHcDou: tw I I v - INDICATED fOR lAClI ANCHOR TYPE AT AUNDIS I.VOINKI - ROM Pu'r, / -I--- - & 9' - 7' 1 D. I i�__ ___q- - 5'-O' OR LESS S"CW% ON SCHEDULE SEE FIE FMIOWM FACTO" MR INIS ORIEFULIXON TO K POSIME, I. ______ . ---.--,..- - ___', - j ELEVATION '. N A N/A 1 N S' I N/A 6' I N/A !�_ N/A I & 2 (�rjp - - 11 REWIRED 0 ,550 -72,D - 1 ,5' 0 TO I -6 - a `Rn 14) Sr;NLr 3/32--i. 9. 5' �. 17 112-1 0. 1 9. 9- I- v _�tf_w) I Oxmm TOME 1/4-0 1/4'. 1/4'. 1/0. ./4-. 1 - i I � I � I ,� L_ WALL MOUNTING INSTALLA710M WAU AMD INS I , ( - I �. )'L.rt � I i . ...... _ -, 9, I RIVIRRED i _; -�-/A W/� � ;I/'� - 9 14 A , . 'A'". "*-4" --r RROUR., --. I - SCALE 3/8* - I' - SECTION 2 SCALE 3/8* - t, ( . i; C I N/A I A 2 (lop) .. , 10 IF-41 - - ,- " _.______ - - - - - - - - 'I I :;,� - --,� - -_ $ . - SECTION I 6 @-,p .. -1 - �550 -740 - 1 � I -0, � CIO a- - -1 1 �7"6 "` "' , .1 M4 j� 11� I I '. i C-- - --. 8- I 9' I S" I 6, r a. 6' 1. I I (BOTTOM) I .-. w �. vxm C.) 3 3 3 3 IT In � , I 'j - � --- ,, - I , I \ \1 ne, - J, NO711i-ON.101 E Sffllj�,SWRMI _P&W__Az4ILM_1WaIALLbIfQl9 ; _ tt_ .... __ - - . __ \ - I JFE SAFM STORM PANEL CAN BE LOCATED AS AN END PANEL ("IRS w/ 1 1/2' ALTERNATIVE _3 ALTERNATIVE -4 0 a) UR AS AN INTERIOR PANEL (ANY PANCL LOCATION IN BETWEEN END PANELS a "ERN. '. Amum. rA "SEE mwmm - __; ANCHOR 2 " , � ,-! �IFF SA f PANELS MAY OR MAY NOT BE .,1_.1.,,2_* * I ,�T , " THRIADED PENETRATION OR U) W/ ORVIW/C REGU(AP TRACKS.) -.U. *so "'A � 11w 0 Stv - ETON, TOP or .xu) w , EVw to r APPI.C.ABLE 10 I VI - I ,:.� - � I __ " I 1 10.4/s, LONG � ftA.,�C A? " m now III, wAwo* i L /:.204- _ 2 LIFE SAFM S" AS SECTION 8-8 US" __W;� - 14 . ____ -,---L- , SECTIONS " MMMUM PANCI. ) - - I. 114'0 20 pmft�ll FIA'Alf 0 of NATIVE WOOD CONDITIONS A ANCHOR LOCATION =IN It ,nn R 0 6, 0 % , '12- w . I. HENT 6"" - SHEET 2 OF , el. - I" __ ,li), COMI&NAT,01 LENGTH %* (ft.) 000 . DO AMONATE " ,C ,,, D "fo OF THEY e Z-41" - "" -m W, %NOWN Im QARIII - -_ ODNI QUICEL". I I � kk 726 COMmPEOL ALLOWS ITSELF TO EIC DRAWING SCALE 3/32-' - 10 I 'm - I - - .." ______�_ TNRIAEF "W.A- 0 `NG WAID STRUCTURE REMOVED ON INSTALLED FROF0 T 3 In' I I 'J.- FoEt vw,,T. - " m . N& oo,11IINNFINI, 901-OM TpA(',' to ....... , I 49.1 2 (IJOTIOM) 7--b- 2t_ !Ss `\)CENSe '-. . N %, _.tl I . __ 's ,�' - ,J�kj . �. It o��. I. , 7 I U11 "I'll, _ __�" - 4' 2 (ROTIOM) r-fl. OR . . '.�!�lt . �- __ 4_j/ _� ____j ,_(3� _ _ - ,f��. ALLATIO -1 LIVE SAFETY T_ I I. LIJ ........ _�_ -------,--,-"--'-'-------""-"-"-----'---"'L'.-,- --- ____ ij .... - , .. ..4 % _,2, 0 - 2 )/., 4' T,7i. 2 (BOTTOM) 76' OR LEM f .: No. 44167 I, A1M1LRWff_tW_ 110 =3 BE WE .1 I�All I -1 'D.��7 '4� NT J.T , . ."ALLED IVALL OR FLOOR MOUNTED FOLLOWING SECTIONS I a I . �5$ 2 1/2 _ 5 ENi .. IM E N S,r I. .--. __ . . - __ _ ------- . - SIALIE: S1W - " 14 1 2 2 ON IH6 SHEET, As WELL AS DETAILS I Ill 2 ON SHErl 14, . ,\ � �-,.--. 7 I m ,` FLORIDA BUILDING CODE (High Velocity War can* Zone). 55.o -72.0 2 1/2* 1/2 N/A 2 (BOTTOM) ,,7-6, 70 FI'--O'l 2- *,, FLORIDA BUILDING CO If I I __ ______2_j�/A - . '.. \ ' DE (High Velocity litur icons Zone) Z : No. 1. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 4 t It5lSO -720 I N/A N/A . 3. 1 2 (tiorom) fI7'-6* TO 8'-8- % -$% ' � knuo. I'C fP z I, < IP 2 � = I . IPL ---------- ------- DRUP, or malm � TIT '.. cl E of - ,-._._T�n_t_ COMPONENT __ ".,' t�NNNNAULUA ��_ . S1 - SCHEDULES 6& 2. SHEET 14, - - - .1 . - -----� . \ I INGIAILLAJONS ARE ONLY Or.904 'LOODE Or TO z i z Ot PERMANENT 09 REMOVABLE .. . S or-, � _. . , " r GLOBAL PROTECTI !� - --_1 / /26/2"o Mz .X. ft RZO, INC 20 GAGE GALVANIZED STEEL " or ANCHOR SPACINC FOR COMPONENT Qj) ANCHORAGE AT earom IS c.jvE% ON - I III . - b, �-..&R%;�.- . .1 %-< '... A It. �., � - - , GLOBAL PROTECTION PRODUCTS, LLC. d""n"N' �4M " .55 5. -'no OFF AND PAKEL'S LCWM Up To JE-rL � - R% " _N - I- -, � * ' , , _N. * 5 SEE DETALS FOR INSlAi-LATION INTO WOOD FRAME WI 11 smw mm , ij.., - -4 ..... �-_ i4-,',f, , "'. --;,e- FOR NEW WOOD CDOSrM"Cmw *000 gEmum 10 K SOUTHERN __� z ) A im, ,,, now, 11 Mil. .. .. - ...�t,_ "-".!, - W/ SFICCOW DIENS'n Of am OR [OVAL 11 - nUff TIEVING IF ��g E _. n S.I. 20-176 Ir"ZI-P. I 11" 1. 0_ ..... - .- - I- �11111'1z"," I ��`A � �_, ,!.42m_`, . Rl L -, , / ', � S. 51 !DIRECT �/2,:Ii , 2 ,F �� I clo"W col"I", 20-176 WIT WIN mi'mr,"' 313", Not.. - PHORS. (.P)."-�b. 1 ("HUMM-aral XR__..1. '001. (tU)O"-".$ I. (t�)M-glsl -176 - _ _ I'Lur _ W; ,T..,.�,Xk P�_.H` - - . SPACERS AT TRACKS INSTALUD ADANCENT SEYONq TO 1;TtXCO/WOOD BANDS '111-11Z� .N.II& . ." ,_ - nort--low, I Z - (-I Us ft < 6 SEE SHEET 4 FOP DETAIL APPLICABLE TC- THE NFC(7SSTTV FOR TMF NSvA1.LATVN O� ANDRE: (q. (�)W-4n7 20 - - I- -00fill �ff - ---L-'-- 0 t 1U,,`WIINIFPRIF/OkN RWL "I A .l, " - -!- __.. . 1"m 1. a n . I %P./-T-/[UTr WILEA IL P� P EL !it`[� SHM 11 or 2. _j a," - I __ I __ � I rILIAT, .16, . ..- i,wj Liolsoma IN, of sm/SKI4.1MIDATt - CA_ 10,111, - . ------------ - EA `Om no I I r I I 11m, I " I IAr InT=--_----- r74 I Q_ I . ND,. I , � LOCATION( - � -1 - - L= ('��)-- - DETAIL5. FOR OPTION # I FOR LIFE SAFETY STORM PANEL 1 TAG tolot 0 6 O.G. OVERLAP I I • I I I I I al i-- /2' 0- C. NOW PANEL--�-�---�- I-,. -_ , I . - �---I-- - -l-----`t- --- �__f_-�'� ;v. I � I- - , , 11 , F�11 r11111, I'll" .1 1, � 711,1]11�1 I CNIEWAP _ L - --- .....-I _.t_ I II " I tl 17 ;i ( 1. I . ; 1 III ; I . i I I � 1 1 1 11 (DIDPAHOL) iIONTONOR PAMEQ(WE�FIANU�4.`�:II,��,�iiiii,2:�I`t" ,1i��L,'amjIii11-1_4d,_1,��~ ':4�IFERill"UP�1J-_--I'���,IIII,'__I��i(1)I i F-�I;Ii��;-I-� !111!�IIrTI i 111Y, -- � I1�!�L"-:I I�11i L�IED�;F.��,,TOGLASS-,iIi -uld0-j'11"!I.-�,,1�I - - - • , .'. I 1 1 I ENO �.. __�:.,..._.-.._._-_____ --3'-- O.d '�. I ! : '-�' I !I i l , MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.8.1.) AND MAXIMUM A-S-D, DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDIN , _ , , I I i i � 11 2 & Iw/15 T. WSIALWMS_ INTO CONCRETE A CONCRETE : N I! , I ; I I , � AR', W/No LIFE %Arm PANELS LOCATION VIF LIFE ts" NOTE -�--"- .....__._�_ TRACKS CONCRETE SHEET 15 FOR ANCHORS TYPE to SPACING " WITALLADIONIS INTO WOW STORM AI CO Uss tHAN FRIAMIL3 ON SCHEDULE qrmxt ANCHOR SPACING IF YAkmW NANtME y • FLOOR MOUNTING _ : OR LAST PANCL) ,�_ __�___I-,t - -4 P.-) !&IIIIIIII, - C.) 1 3 311, 3112 I , L" � I V. W URM 0 6, D.C. J 1'r (V �� iHEvFt_ RAK'S INSTALLED ADACEW TO REGUtAR PANCLt. . SCE -it 1) SL;"wQ.t_2__ 4&v,�LIi.QqR_mOw_.CQwm A1_2QmML_S,__".! I Y. PANES CONSISTS OF 0039" G&VANIZUD STEEL GTORU PANEL THE FRAME DNS+DE OF AAE.; "I . I • - I. �,� A. ALLTE 1 _ ' WALL MOUNTING INS PANEL REOU E5 21%CK To BE COMPONENT (Z & � 4 , i528 -1515,0 3' 3' I. _L SHEET OF IHIS .-I- ll as * ._.�_._.__.. 1 3- -,-L----- _...-_._.�.__ NIA LENGTH FOR CICIMPONENT a) G I S' - _4 .. 140 • 0 GAGE GALVANIZED STEEL STORM PANEL , "IfLIO Iknw, �� 20 GAGE GALVANIZED STEEL STORM PANEL MAY z L VAuto FOP WI.D010 WITH AAA ATE STORM PANEL _ - I / ON PRODUCTS, Lm "'"."De' ,P*.. FEE -D�- -� I "GLOBAL PROTECTION PRODUCTS. LLC. DINGS ON qIIEE- 15 , OR%U.�,-*07 I EC101imic " .II, I 11LIECOlimc I, .11RO &. 51 $TRW Ft - -,, 0� - � . ..... w -�"i;�l,�, : / 11LIECO.., I400 Sr. FRANC PINE 4. 2, AND Jr., do SHEET NO. IS H 1.1 _ _ _:, , . -1 _.__ :I. ,. 1_. ice..-4. ___ _ -_- _ _ _ _ u . n I . rP_ ___- �n1BE1 .__..__. 1__ -..L`. 1 A_._ ----------- ,l,L__il_L_-. . _�I - I - - __ -- __ _1 _ ' -1-_..�.J!_.-idr�_-�-I-- I -I _,- -. �_,_ . - - - I I I 1 ]__L: f_{I , {�,iL .. I'!( _m 11�msh,,�.IIILy)� - ANCHORS (SEE SECTIONS ON SHEETS 17, III, 19 a 20)-- - 3. 4A/17. SA/la. 34/17, 40/17, NI/18. 3• MAX ' VAX. 3A/17 r It", . uW/1e. TAW/10 a SAW/20`- -- 9sW/n, Pow/10 a ew/ID uw'i o -_` 0 0 0 0 0 0 I I I I I I; I r ! i I i i II i I i _ --_- _-4, -i I I�_�._-L_. i �10 % �1LI 1U I O l i '1j ��' y.� R(IRYN STD"" PAN!1 : REG' AR ! L + l I lA4 WI bI neat I -- jI '.A L + "�' I Both .11/e. Hlr 1 'd' -- _ PANLIIUNGTN 4 OtHe wT w.aeR 11 I (SEE SCHWOOLE) I I oRTAI.v I A. - --- tiIII yet_ � , i-- _..: _ ti 1_ ,�'j ' PANEL WO U CORNER$ I111 i. --- -----' -- - ' _ -_ - ' f 'A1A4 - ",Art •T ur . ROA IIIML +41°II,P �• w% 3A/17, 4A/17, 5A/14. Si/t 1, 40/17, 5B/11A -- p1/�p J' MAX I' MIN. aAW/Ie, 7AW/1f a MW/70 ypyyppal "W/19. 78w/I1 A NW/10 I• MR.. - ANCHORS (SEE SECMINS ON SHEETS 17, 18. 19 a 20) - OPTION 2 FOR LIFE SAFETY STO$M PANEL . I,, ELEVATION SCALE 3/16•-I' I/.• YIA OR, .o:a�TIw ABeMreMr.lL Kum µt I1® \J ` u> ? .SECTION A -A SCALE 3/16--'- MAXIMUM A.S.D. I Mo.. PANEL LENGTH PRESSURE I L (ft.) MINIMUM SEPARATION PA NELDESIGN RATING (p. a. IF) I (SEE SECTIONS} TO GLASS CON01tioN +55.0. - 72.0 8'-6" 2 3,/ 4' UNBOLTED IM IM TALLATION DETAILS FOR OPTION #2 FOR LFE SAFETY STORMPANEL SYSTEM INTO EXISTING WOOD STRUCTURES i , _ q �! 1 �. ��'I'1 .r . i. --"'- i � WOOD HEADIER TIE U ° NED L1� -ir:ARGON Wu:: HEADER - R': •. �1 , 'RE " C ` POOD HEADER ,. 'MOOD ..CRIER - T1Eou'nED RE QUIRED REQ m � V J i'CO C PIT f YN. at / /7 OED 1 � �J i 2.. b e O,C W I f' YI 1 / 2 N. NRFAQFD I A r/ APCtIN b e D.0 1/4-if 1 b e Of / W t WN. I 1 THREADED -W 1 1 ' / ADE T YN, rHRf D / ADE / � +I I ' U I P[N[I PENETRATION , WOOD HEADER I" A// I fNETRAnON A WDOC IgI10Eq )) i Ai PENEtRA ION WOOL i 1 Y PEIIETaA ION AT WOCl VI III - i I �: i H FAOCF � I I { NEAD[A I f : { I�-D - I t i A' I / i a' 1 1 a' i / T I tii I Mtl. 4 . 1 2' i Y I% Y1 1 IfI I z. I 1 e I! {{1{{ �7�4j�jj� I�COM w ( Ten III yN, I um I r - �5q, I' i 1 . I _ IL CD 1 EbNT CON r I ',T,i { I- ,J, - C1) I (,,_1, • sElrMiw CITING_• ID f111blING_, r ,,UN.._ ! Dual GLASS - (REF SUBW'-( ' I , ! ro ntARB 'L' M_ G�LAS3 (RE 3UEOMt ', 111 1 PANF1 LENGTH r. NOT 1 SE E BELOW ( 1 aM WWII 16) I -L• YO.. FANCI. "{- PANEL LENGTH ON MINT IN I SST MOIL I "l. ( Kim) 'E, A.A. EXR',NL AM1bN -:- ILA q/eb I I I LENT:n, AW IOi' , EIiJ LAN. i :� (SrE NGfF I Bf.L(TN) yp a,V3 -_-'.1--ml PAN I. NUf, ..' (SI.f NOr( r 9FI OW) GLASS (yR ,Arrl . A - oN THrn ,$) I IJA'..,10.,• f i i GLASS 4� 1 MN ' , NIT '/•'.-30.1' I I I 7/a•.. 3J32'! I WRO NVI _ 1 1 e' ) )"la'.. J/JI- I I M , NC M,T I 6 �11 1 I f 1/1'0 TAPCON o I JJ s Dc.W ,a" J / INN. rH NfI:['f.0 ! I i TPAn Al I, aF � ) MIpWIOTN OF PtS11E� 0 L P I i 6y :MITT I i E /. , T 6' j% ...1 i EO EO CO. 7 LO , -.J.•-..- y____ I ' 1 _ ... _.__1_.. .. .__._... I I - - t/.'I 21 4YS MS. w/ _..I / I (/y�y - CUNT �•+ 7 a e . 3/12 w2' NUT I1 I -- ONT C (0. I - ® , ., t•.. __ _______'_", t, s .. 7/32 MIND I (�Q. 1JA•r-2AJlA'SS N.S. W/ WASNE 7 a 1 MSc NUT , .' 7/a'•N]/37' WING NO WASHER e r 2 1 o E '•. `_..-.-...__. __._ /7 wAvnR eEro4n i I WASHER • 11 1 a' tl.0 / NUT R Oilpl WASNE BEY ( I I .' e T • ' TAPCON a o.c ++I ( AOOERE'D w/ STUD) - iSTM+CERED W/ 'IUD) I',. +�A,� ._ FE'1 I D. AMINT 41 1HTHREADED }1 / DW1D I ... ,_�. (, ,/ 1 NPN NREAD[D PENE1RRI AT YIDMDiM I I Wlt I/1• YN. nIAEADaD RON 1 �J�: •. i _ . _ -. Of FTATE ..- AT VOWDTH or PLATE �. A KC WWO D PLATE PLATE K'i,4' WO _ - - - - 2'N• INCOO1 %ATE RE{)UN[a _I - _-- _1_. 2� 4• NOOO PI.ATF 69;wRO WALL MOINtlTING IN$TALIATIQN 7AW O R En R AR WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 6BW ALTERNATIVE SCALE 3/e-.,' PANNEI O UFE SAFETY PANEL SCALE 3/6'-1' O LJf'E SAFETY PANEL SCJlE 3/8'-•• ,INNIIIHNWI iA;...... JN�,.4 SCALE 3/8'.T" ,GENSp .I s A FLORIDA BUILDING CODE (Nigh Velocity NUT SOD• INSfA,1A1K,NS ARE ONLY VAUD FOR BUILDNGS THIN ADESIGN 'JP TO +558 -1 P PAN LENGTH m IC 9'- S.D. 7.O 5F AM PANELS LEN L a LOADS ' L N0, : * z cone r307U tGRCC. PtC 20 DACE GALVANIZED STEEL STORM PANEL ""A° Br 7 IDR NEW WOOD FRAME COIiTRUCTKW WOOD I1IEMBI:.N3 t0 DIE 5(LI1H[Rh vNE IA7 a. w/ SPECIFIC ItENsm of o.55 DR [QUA = S '' - -'a' -- - _ _ _ _ / ^- �`, n/•mn•", . gT °.p. F GLOBAL PROTECTION PRODUCTS, LLC. w- T_1LIEcoENS ". FLA�`yq/h 'ryI ('�/• '-..I/ ] 1 Z.i .ADDbw.,,CFI P_ 1�TNq ! T 1([-LYTRIe eIMIP MYR. IL 3331. ''II,F5S1OC�� ,wn I,i,."-.- R�W0 �m "� w AS+NWR- E.D. YAK (.6 >W-nb1 20-176 NII/IIIIN ...-- SAL+./•.NAiIAK/D.R _HAAr G-PIXX4TI. �Lz� DANPH Ntl WA.TEA A TAUT Jr., PC •1. H..N T- - INSTALLATION DETAILS FOR OPTION 02 FOR LIEE SAFETY STORE! PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1; 4• TAPCON WCHORS ',A- TOPIC OM ANCHOR, 1•I4- TAPCON ANCHORS I.'.' TAPGON AINCHIM • e' O.C. O 91 D.C. 0 9. Of. 0 9' OC POURED CONCRETE 11POURED CONCRETE, - POVAED CONCRETE POURED CONj OR CONCRETE OR COPKIIESE OR CONORM OR CONCRET GIOCX REOUNEU f BLOCK AEDWRED ' D {-_ I --.; BLOCK REQUIRED _L , 9EACN REWI_.. , - _-_.. _._ 1 41.... 1 __,-YO.IA.FU.HLDI IE.Oe I 1 .1 . Iam .' COH1T. NT ) COHT tONi1 (I � 1`N•'«GAIR Yi MI° '..1 tl`'•n- Tea, . I_ {, 1i Mn.« ,R �- (Y _ ! (`�'''- I•4a+ +M WW1,,Ri ITFiIIAX• ,03 IIIL o e1as,IlGiASSyD.p R to [I1SrINGr i V EASTtf I ` I �T¢4 1Cy I ! I JyE A dA- GLASS yf 11 g V I 'N I 4I ; � I I gi� ,y_i ` 6' . v . b 6' . I C N �1//sis•���/eti: I rI :Y I 1 ' r.', ,/ m.,• z.l., `` I I, M17 I I I I I `64 i I I I r1>fn I \"-^f (' , 6. i "..'THAT ii ' R. 1: to- 1 (II I. I- (,-I 'i CA (` ED,... 1 L{--" � I 4__ ,* � -: , I/T ,/.v-ID.y'ss. Ys WJ )/ •.-aa13/.-ss. 4s w/ Y/BYP!1ST' WING NUT WASHER I "1,7/a•1.3/J7' WINO NUT WAOIEA -\'' ' .,7/e•. , 3/32• WING NUT (? ..,..,,..210 . 3/32' WING : C 1 WASHER • 17 112' O.C. I NUT WASHER (SE-IONO) 1,-'4' IAPOON ANCHORS 1F4` IAPCON ANCH(AS !/4' TAPCDN MCFIORS 1 a' IN'CIRT 0 4 1/2• nC 6 4 1/2' O.0 .'.i 4 1/a' 0C. - CHOPS (STAOGEBm W/ %TOO) STAGGERED W STUD) O 4 1/2. OC ( / ) POURED CONCRETE rRUREO CONCRCR 04POUREDCoN CONCRETE - FnCO CONCRETE OR CONCRETE al0{:R UN U1,10 TE MOCK OR CONCRR[ BLOCK OR CONCRETE BLOCK R[OUMRED REIOUNIED REOU.RED IC9tARED WALL MOUNTING INSTALLAT10N WALL MOUNTING INSTALLATION WALL Y0112IQ t�Q, ALI�TION WALL MOUNjLNQ INSTALLATION SECTION 3A SECTION 3B SECTION iA SECTION 4B O REGULAR PANEL O LIFE SAF O LIFE SAFETY PANEL ETY PANEL g REGULAR PANEL SCALE 3/8-.1- SCALE 3/6'-t' SCALE 3/9•-T• SCALE 3/8'.1" SEE N • TO FOY ANCHORS IVPE . ANCHOR Mt I/4•. IN•Da1 1 I w NbtALAFIDA6 .VIP MIX10 YI.. NIe__ arAule 11,) 3 FRSINGINGMFOR 61RIM ANCHOALIVICR YWWUM ANLIX)R 51MCNG5 AN YMMIAI EDGE DISTANCE ARE NoUtm ON NB YWGI N,•N:] anN-e, W 1 -- ] SCHEDULE MO ED. LESS THW NDICATm 04 SCHEDULE REOVCE ANCHOR SRM,INO BY MIKn/CYNO SPRONG SHOWN ON MWEXAt R.. A..1 ! ........ ...... Y.Wr M («) . . ..-.. ) AGNMI EA OW (1 MO FAOgI 8Y TIE FOLLOPOC (IAIM" FOR THIS OPERATION TO BE POSSIBLE REDUCED I In- .� SPACING oswww Ism FACER SHALL MOT RE lC9B THAN MAMMY SPAC.IG NDIGR r -jr- - FOR EACH ANCHOR I-T ON THIS SCHEDULE 3, ,m 3In, FLORIDA BUILDING ----.-.-- INSTALLATION DETAILS FOR 0P IT ON #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WWWOOD STRUCTURES . L.. ... _ . r-_ ___.--_. i I1 11 1 ` 4-I WON _ O 6' O C I A'I / TAPCON O e' O.C. W 1 , 2' MIN. ' ED I / / W I w rliR 1 t / x N EADEa AT W000 I *ODD PE1a1�19pN AT WIXPJ i I. I 111 NE DNETRAnON I EA i HEADER � , 6. gtrO+v%AT',I,.'i : ,q 4iI No.. _ 1 m` 0 W OOO HE P !' I 2' 4.n I( w000 NEARER REovlam aEvure[o I YIn I� _ I i .. �DNI f6M , { l,�'I P ' �. /'.�) 11 W. WRI MDW : (� ,O OLAS I Y- (SIT. SCHITMd F.STim ON ww is) .n YPN.RA. G ASS •l' Ab. L• NO ° tl1'A� PANEL LENGTH - y L"MmOT LENGTIi i (s[t t 1ft HET, ' 1 IS NOT( I BELOW I i C 51116 N'I SH[I' Tel t 1 1 -' NSF . NOtt , BCLOw1 � CLA55 ---. Y.S. Wf f ,rt 1 S M S,0.I' _ I _ If j GNP t . i I i 1 1 6' . I l 1 1 i I i 1 ]I .- 11- �1__ ED �``I E 'I I a' Q i _ "�+I # _.. - _ _.I-.._-.._. ._,_., �, I 1 .y' { ) B.. 3/37' WNG Nut AA' WOGG FI,AR ) / - PLATE II , a'. 3 J2' Wiwi NUT _ REQUIRED I WASHER a 6 , /1' or R'ErQUIRED WASHER a (BEYOND) .j N14-10 PANELMATE PLUS I Nt.-PO PANELNATE PLUS • 6 1/4' DC "//1 7/e• -I • ' • 6 1/4' O.0 W I )/a' MIN. THREADED PfNETEArtol, I MIN. THREADED PENETRATION AI MRWIIDTN OF PLATE I _ 1. - _ At MIDMD/li OI' PLATE _I Li' WALL MOUNTING J1; ON TION ALTERNAT+r,, WNLI t MOIINTI,jI�,C TE1�_ PERNATIVE ANEL O REGULAR EPANE L 4EP P 11T!ZCJT 'Ny, O �TLIFE _SAgEFT! •'I/9 SCALE 3/6•-)• ,�+`'�Q\'''•\GEN.S Z SCALE !/R•-1" '3'r f '' FLORIDA BUILDING CODE (High Velocffy Hurricane Zone NOTII: i cxozo rKiEca PC , 20 GAGE GALVANIZED STEEL STORM PANEL orA11 _ : No, 44167 . * s •.'- _ �, I. INSTALLATIONS ARE ONL'1 VALID FOR OUN1ANOS WRH A.SD. DESIGN COW, E t * 1' - - - .._ -____-_-____..__....- UP TO +55D. -72.0 PSF AND PANELS LENGIH UP TO 6'-S' 1*'' --"- o1/la/" S ATE 0.P T / LOBAL PROTECTION PRODUCTS, LLC. W`C IO z FOR NEW wvoD FRAME coos ALKruIN. wODa MEMBERS tc BE SOUTHERN OD FRAM O -%490'• 0R10 '2'�' '•"'•EC O 1Ne ) .Ne s,w. 61 41Rrn POE NO !, SPECIFIC DENSITY D OR COUALA" ! OMPA., WAIT. FL 33)14 'I''"II�VVI �I "P fW. « ]m--.No«" .I. P,. (R6.)--y 6. FAA ul.Maa•e7w 20-176 •' -. WI--,YF I. Ima.",- rl I1a1111 /1111111:�Sr: . HE CA-0XIE119 nr' .i'L .sR.• aa•M"fi Me' PALM A PULL i1,, P.E. "'I''F I fE~ W f 44NE?- 7.IUT XI M TA POURED CONCRETE OR CONCRETE DLOCK. I.' RCWWED {; I/4. E.D.e 1 I �' - NH ' Pt-KA ,. I- .e(IPFT111 '-" M a 1 � ERISRrfG_! I GLASS I 1. �X r' w 1 t9 I I I . (j; F. D.I 1I 14-tO'. PANELMATE PLUS W/ /B'.. 3/32' WING NOT WASHER eI 6 1/4' O.0 POURED CONCRETE onCCwCRETC BLOCK PLOUIREa WALL INSTALLATN9N FCTION 5A O REGULAR _R PANEL SCALE 3/9'wl' 1/4-. I/.•. SEE WRIT Ta f f0 FDA ANCHORA nF'E . nopw lYlt ,- IAHELNot SPAC'•NG FOR NSTAUAl1011$ INTO WOOD ..._. _.-._.._ __._ ] 3 OR" OL%DM I.n ACHOR 1PA01• CI MORWLW ANCHOR SPACINGS 440 MINIMUM EDGE . DISTANCE IRE' .q%CATED ON THIC -. -.-_ _..._.„...I —" 4.1 •INN I•FA,AA _ - . - J .- ._... ] IURO FOR C0 ON THAN NiC RR .nl U NCH 91 G SHOE CA, SC 9Y $UTOLD , SPACING OVLTP sna•SXIL[ pBN, EL t� /N'ItIA -- OWING F CTO S FOR FOLLOWING SPACING 10 eL POS OP ir• FpT K FACTORS Foa iIL, AEDUCEO ' ''/,v. 3. _ VA SPACING OBMNED tITM FACTOR SMALL Hui y I/T' BE LESS 11MN YNAIUM SNMCA4C W.10. FOP EACH AN/StlW MF <N TMf. SGMDAI ]• I m I.DD y- 311 - . • A , • • • •. •. A • 1. mov--\ mi I POURED CoN(7ICTC CM CONCRETE i1EOCX 4COIIANCD _{3 1 ( 11/4 _ 40.. Do - -t ( CON, I IW pwAo„ ,R i ( U H Aar. I o 1 •eri 1e)"I - f �I EXIST 113(,- I CUSS I I is 1 rl•, .. I a 51 r5�a / 1n'.. I ,/AY vAo -T e � 1 MPT fMA1M ' I1 11 1 (-1. - EDI Imo_- _ j'( , {{I•-,0-. PARHWTC PLUS WJ Y/e'e - 1/52' W44 NUT wASNIR (K,DMD) POURED CONCRETE OR CONCRETT B1.0CK REQUIRED WALL MOUNTING INSTALLATION SECTION 58 O LIFE SAFETY PANEL TIHNIIYI, .. SCALE 3/a-.I- a y3�Q�'`�jCEN ''- I", f 's No.44167 ; E * : !"* ! d' STATE Qf 'Q' s ,NM INN• 1 I,F. SEAL/MGNYUIE/p,VC -(? :0 1 55 % v -0 w �- �" R '^ 0ow CC-4 aG -*'o.-i G m E f 2. � 0 3; - e0 6 y i N - EL• ' C3- e / n FLORIDA BUILDING CODE (High Veilocify Hurricane Zan. __ °L'°GO' INC. 20 GAGE GALVANIZED STEEL STORM PANEL F P DI.AAH In GLOBAL PROTECTION PRODUCTS, LLC. 0//T'YE L EECOEmia: Lem SIR sn m MIGHT. (S.-NOR 11.D'1. (-)M-elui ___ WR NO R. «f, A.. n COMPANY .1 y. 20-176 ^.,I J .H_II. TAN •H•IH, C -wee"E mew, II°,' _ - I M. _ - ,e or la -wif A D.Ifi A., PC �,,.. y GENERAL NOTES: VALID E-Z NANO STORY PANL1 SYSTEM I E -Z HAND STORY PANEL SHOWN ON THIS PRODUCT rvAIAIATION DOCUMEM (PE 0 ) HAS BEEN VERIF;ED FOR COMPLIANCE IN 8 1) MINIMUM EMBEDMENI DF TAPOON ANCHORS AND PAN'ELMA,E FEMALE 10 a PANELWAIE PLUS INTO CONCRETE ACCORDANCE W17H THE 102D (7th E0171ON) Of THE FLOFUFM BUILDING CODE, BLOCK SHALL BE 1 1/4' DESIGN WINDIDACS SHALL Of DETERMINED A5 PER ECTIDh 1620 F iM' A 'MI E 5 0 C ROVE COOL. 9,2 EMBEDMENT F ) .X -N 0 7 e• P I ANC )' I Cµ ANCHORS SHALL EK IS B INTO CUNCHL IC VALE E IN FOR A WI REQUIRED Ifl J R tl N *HIRE I B T NU SPEED AS EOU ED BY L V H„OIG 0 f C Wf..'E THU 1 P$ Wi.l BE INSTALLED AN T C I AL U D NO EM N 7 FINISH i BE20 M O ANYLS ER.AL SHALL 8F. NO EMBEDMENT N 1'TE D. FOR A DIR T III 1 F.0 KIWI. ACT Nd-0B USA, A9 7-T6 AN9N 1. NOTEXCEED % : 1N' x A DN 5 f CC D A. E GkEO L MAXIMUM (.S t1 4' I- p SIDEWALK / 2 55 5 OEWAL BOt TS USED SHALL 9E LONG H I r 11 I T CD ENCIK. (S roULD AN NISf MA ERAL EXIST) in ENO DGJON PRESSURE RATINGS INDICATED ON SHEETS 25 At 26. ENGAGE 3/4" INTO ANCHORS, IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DCIERMIN(D PER ASCE 7-,6 SHALL BE HOST REDUCED TO AS D. DESIGN WIND LOADS fly MILLnPLYINC THEM BY 0 6 IN ORDER TO B 3) IN CASE CHAT PRECAST STONE, OR PRECA57 CONCRETE PANELS BE FOUND ON THE EXISTING WALL, TO COMPARE THESE W/ MAX. (ASO) OCSK;N PRESSURE RATINGS INDICATED ON SHEETS xS At 25 ANCHORS SHALL BE LONG ENOUGH TO REACH fHE MAN SfiiUCTURE BENNO SUCH PANELS, AW40RACF SRALL BE AS MEYNDONE'D IN 8,1) AND IN 8.2r. IN ORDER IO VCRWY THAT COMPONENTS AND ANCHORS ON THIS P.ED- AS TESTED WCRC NOT OVER STRESSED. A V% TNCRLASE. IN ALLOWABLE STRESS FOR WIND W I T ANALYSIS i C A&F. 5 CSS 0 1 U LOADS AS USED N THEIR ANAL �15 FA5 HERS, SPACING - WO N EIDL L .r C O0 OD 14A_ BEEN OETERYINCD IN ACCORDANCE WITH N. 19 A ACCO OA F. U S. 70 fL) NCNUFA SMALL BE INSTALLED FOILOMIP; ALA. OF THE RECOMMENDATIONS ANAL SPECIFICATIONS OF ?HE ANCHORS MANUFACTURER E R PAN 'C p F f 1 STt1PN EL .. ADEQUACY OR IMPACT AN A X:UC R IN9 N VERIFIED IN ACCORDANCE EQ D ESISTANCE 8E£ K CD -WITH SECTION IB B OF 2 TH V N A P F N TESTING f < 11 IT Ill RESPONSIBILITY E MPN OHEU CODE S ER ENCSTTUTKI EST NG U10CRATpFN,. N.. REBURY 17bJ2, AS PROTOCOL 1A5-261, NL BC NNE10IREOF THE VERILY THE SOUNDNESS Of THE STRUCTURE WHORE 202E CHORACIOR S TAS-202 AND 7A5-20l. 15 TO BE ARA;.HEP TO INSURE PROPER ANCHORAGE IRIS SHUTTER 51W1. ONLY BE ARAA:HED CO CONCRETE, &OCK OCK 2 TITS SYSTEM Kk% BEEN DESIGNED r0 BE INSTALLED ON THE OU75(Uf Or 74E OPENI ACCESSING lilt OPENING FROM THE UR WOOD FRAME BUILOINGS 'NSIOC W/O THE USE OF A LADDER OR LILT T145 APPi I(ATN)N IS VALID WHEN INSTALLATION IS (NTENDED to RE PERFORMED 17. THE INSTALLATION CONTRACTO4, 15 TO SFA./CAULK ALL SHUTTER COMPONENT FDCfS WHICH REAWN IN CONTINUOUS FROM 111E INSIDE Of STRUCTURE- CONTACT WON TAR'. BUIt DING 10 PRFVFNI WINO/RAIN INTRUSION CAUIX AND SEAL SHUTTER IIfACKS A) AROUND IOU F LllvO 1 ERR: 1 N v T - J. 5 LIDO INSTALLATION IS AP U' LE 0 SINGLE AN I E M N H i WR U 0OL BL LING SINE WINDOWS WHEN !NSTA.I.X116N fT REOUIRE(I n BL PFRrORMEO FROM rNE INSIDE Or TROT. dlRT 1.3 STORM PAIAL IN%IALLAM)N SHALT (,'(IMPIY Wlrll SPECS INDICATED IN THIS DRAWING rtuS ANY BURCII AND CONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PFIRMfr IS APNIC-CI TO 1 I 1 SCR ES 70G I I nl / R T H I U N5 NL IQr APPLICABLE, 0 SINGLE AND DOUBLE HUNG, AND lNt1IUNiA St. UY N\ SEil.t WINDOWS, WHEN INSTALLATION IS RCOVIRCO TO BE PERFORMED PROM THE INSIDE OF STRUCTURE II ATRIUM WINDOWS AND DOORS. INC E - 2 HAIR: STORM PANEL SYSTEM- I$ PA7FNT POIDIND 5 All ALUMINUM EXTRUSIONS TO BF 6063-16 ALLOY AND 'EMPER (UNLESS OTHERWISE NOTED) III 0) THIS PRODUCT (VALUAIION DOCUMENT (F E L'.) PREPARED ED THIS ENGINEER t5 GENERIC AND DOES NOT PROVITIL INIORW71ON FOR A SIT[ SPECIFIC PROJECT; L. EVIATE WHERE THE SITE CONDITIONS DFROM 'HE PET B. AIL ALUMINUM ^.MEET METAL USECI AT Ct O%LIRES"I.I, IIAVC 3105-1114 ALLOY. (nJ r oN;RAr DR rO BE RFSPON UrnH THE SELECTION, PUKHASE AND INSTALLATION NC D MD LeE Of Of TAI'r T All STEEL. 5wEL7 MI:IAA. VAWElS SHA(l HAVE S,RHCiIIRAt IIaN1IY 9'iF:F.1, ASIM A-�65J (7TEAn,. �D Arm., OAVANIlEO S1ECL IRIS PRODUCT BASED ON THIS nL.O PROVIDED rIF/SITE IX)f5 NO, DENTATE FROM ME CLINgtt(M75 !R -iN1E0 ON DESIGNATION W/Fy. 58.5 AAi (AFTER ROLLED). THIS DOCUMENT CONStRUM. Ni SAFETY AT SPFIS THE CONTRACTOR'S PESPONSIIRCTTT a A SCR T TARE.' A i - THIS PRODUCT t EWS 0 BC 3 1 1.. 95 'STEEL !0 DR 3t6 NS SERIES UN DDRRD51 RESISTANT ANT N . P 11 1T_ CORROSION [S5 COATED CARBON STEEL kH DIN (.EVN UAr10N DOCUMENT WILL kiF CONSIDEREDA M I I Au )LL NVA.16 MODIF Ef. 5I3018 W/ SO Nv nf1.0 51RENCTH AND 9n .R, TENSILE STRENGTH a SIMLL COMP1.'r Of/ FLORO3A Bu11.DINC CODE SECTION 241 1.3.34 III) SITE SPECIFIC PROJECTS SHALL BE PREPARED By A FLORIDA RCG151ERFD ENGINEER OR AW.mIIECI WHI WILL 9. BOLTS TO SE ASTM A -SALT GNVAN17D SIEFL. OR NSI 104 SERIES STAINLESS STEEL, Wrrw 36 XI• MINIMUM nrLD STRENCTI BECOME THE C'WGIN CR OF RECORD (EG.R.) FOR THE FIR ECT AND WHO WILL OF RESPONSIBLE L'OR THE PROPER 115E OF FNE P,C D. fINGINEER pr RECORD, ACTING AS A I]ELFWTI.D f.NCJNEER TO iHL P.C.D FNGINEEIt. SMALL '0 ANCHORS 70 WINS SHALL BE AS rOtJOINS SIMNII TD MIS LATTER TIE SITE SPECIFIC DRAWINGS FOP RCVIEW (A) TR. EXILTVUIL PDURLD..GLE+LRETE (n) THIS PE O, ",VILI BEAR THE GATE AND ORIGINAL SEAL AND 5MV4ArURf OF THE PROFESSIONAL ENGINEER or - I/4'• TAI'f:ON ANCHORS AS MANUFACIURED Of II W BULDEX. NO (MIN I'eo3192 a%.I RECORD THAT PREPARED T 4' I T ' X a CALK IN ANCHORS. AS MANUFACTURED By ULWAl I' INCYIN. 1' .! / / t 1%7G n. A., ( IS STORM PANEL ON A READILY VISIBLE LOCATION AT STORE PANEL IN ACTUAL R'S LABEL SMALL BE LOCATEDBUILDING - NI4-ID PANELMATF FEMALE ID a PANEtW?E PLUS ANCHORS. AS MANUFACTURED B1' ELCD CUNSTRUC PLAT VFIOpUCrS WITH ACCORDANCE W17M SECTION 17U9.9,3 /K FLORIDAR!9UILUING CODE ONE LABEL Sw4i BE PLACED FOR EVERY LK,ENING (I'L.-1350 P A ) IAMUNO TO COMPLY WITH SECTION 17099.2 Of THE FLORIDA OUILDING CODE A1) MINIMUM EMBEDMENT Or IAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2' (OR PANELMATE FEMALE ID a PANELMATE PLUS, A?) MINIMUM EMBEDMENT OF 1/4'. V 7/a' CALK -IN ANCHORS SHALL BE IS 716 INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL 511ALL BE PcwmmrO 114- I-20 SS SIDEWALK BOLTS USED SPIAL, BE LUNG EPOUGH(SHOULU ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4 3/4- INTO ANCHORS /IH11N1 III ,P.A`� A. T (4 A!) IN CASE THAT RPEGA5T STONE. PRECAST CONCRETE PANELS, OR PAVERS BE POUNC ON -HE EXISTING WALL OR II*' '•., r'k` FLOOR, ANCHORS SIG I. BE LONG ENOUGH TO RLACII THE MAIN STRUCTURE BE'HINV SUCH PANEL.". ANCHOR, . SNAI •:' V%CiEN'r� •.,f BE AS NfNNNfO IN AI) NND IN A.2). 4 - No.44167 (B) To_E WS4S,O.KR13EJRLQOw _WAL:. i*; W •:*m - 1/4• IfTMGON ANCHORS AS MMUPAC70RED BY It W. BUILOf%. INC T3 '' FLORIDA BUILDING CODE (High Velocity HUrrlcan. Zone) - 1 I4- P A 7/B- CALK -IN ANCHORS. ti 1MNUFACTVREU BY OEWAIi ANC (1'm+t5O0 P R.I.1 4 0:, ` .3Om Ra. INC I r. N14-10 PANELMATE IEMALE ILA AND PANFLMATE PLUS ANCHORS. AS MANUFACTURED BY ELCC CONSTRUCTION -�w 'V' Z 1{1h :'; �,11 20 CAGE GALVANIZED STEEL STORM PANEL--ORAWN •- PRLwDCIS (I'- 201 T PA1) - . � ,AIL 1 / \ GLOBAL PROTECTION P n"."Wo- ,_; `I LLC. WIE IL E C O .e�O a STREETR000CTS, ri, ";rf�FIAH"" INIC i- i • IJ"13'Iw ommia c---cia;u.. I P v I. WA M. +µAL AN..•. N ... NIOE (.34)l Eli-I3a5, NX (.54RIe4-PON7 20-176 _ •r+ RM, n._Hs ORW Arn-,'" _ -._•dI�I. -PL __ _ _ _ _ PN.NC Ne sEALJFwIMI,WE/Wrz G-UDpn1e WP _ _ •II _- WAL1. A P.LP"IE-.-.4-API-1.- Men JI 01 eT T• -&..# a) W VJ ^` M > C- a) -4- 6 W N 0 � O .& U T V - Cn N V 0^` O C L_ Q -0O W O m U- O > .� ^ L Q� L CD_ :.:0 .0 vJ Q -_ -_ .1____.______ COMPONENTS F�,R- S�$J�,� 2000 do 1000 E-Z HAS STORM PAN€LS 3•/24 ( (6a Han T woAq 1NSTA LATION RETAILS (swE ,/2-,� 4 4/aewro FF,,11 ---,.1M5 EQR SER�ES_2000 AND 1000 E-t HANG STORM /24 24 ®' 0) -`N (SEE NOR 2 mco•) 3- N,y,, 2'/24 I'/24 ► `4) I A 2 �(,¢ NOTE J 6EIaW, PANEL ) INTO POURED CONCRETE AD EAL S45 ,- 4 / FOR DONCIRIE ANCHORS 5Ek - pE,T rr,�EL 1ryp�N,.��n E BLOCK ._ 15.t96'(70IA WIaTM) _ 259"Y50' __ -2 s9)'--- a �M �'\II.R"._ _ ...- - SLNtD OF sEL.o.sR SHM I°DNF� aW KNrw:--_`---"- '"MINIM':/.,'h4 P//IEE1C't ' ..f_.---�--- - t]/�-(sTeS tW SUM Tal � IAP.1 __ 3•Y°1.1 MMDIWR NRtNMS "6lYtunr ----',6'rrn -- , 00• , H •. -. •�. - _.. - -_ --"_ - '."'__-.w..-_ .»� (TW) r-_--Af^,---.._ ..."-.::�(� ., --:a._ - P..-_y . _.- - -'.•, !'�,'Y,N"iT4N0 AWE Wt DH -.,Y ... 4/ t„ A4TaM ..._.._; a} Co,,,. YY�C 3,J.pRKCO CRET"` / - A ,,.Y_ - NJ -I 25 (CFYECiNE Wtn y I El !(n ,� I Y-22SO 1 S,J 1I2•-�'.- .] -- '-,._'. .r,t:: _ hL_-r. - _ R - - -- a -. __ NN JSf O„ 41avA la"• -0 1/1' __ II t- _. ,..r. ,T , _ ,_-I/a' I/1 -'_.. _ - ----:,T.:,- __ "__ - tId'. ` \ �� sW� °'. .I[l' AMm TE) ( I u RiW�i i' ) . ; i T-iBr' I'-: _,e� 'I6�T-_ i.:�",- I f.;_., y�yL -, __ iWf. - G.rfila ar F'Wq, COtP�I[ �,:._ 1-..__1N0 t �i' .. I350• - --,.SLOT - T S5o' .. •.soD' li " ',.,.F -( 9 i .., " !-i )r ! I r_ 1• tI- -I I• yL;''�.�I.., L•J I Q -- - ` f' - �': 1. IW i I I t I .._„�, I ., a - i_' ---E _,..!'�--. NRNQ1 tXNdIr,E ` Fi f I / ., . A � rA 11 D II ! 1 : I I I I i ! 1 I'1 + I ! i I III r°°`'nNa"iw 1 -) 11� 1 7 (�•r .J /�� - - !._y r 075 xspG' _tl 075 I I i� i I jj r::.:T. 15 _ J MKA.a - p / FNR « LT7 ���ffV�� dDp' �' "'� ,y i( 1 { I 1�, f I 4 J L� _ �) W \ ,4e '0' : -1 AI 1 1, { III 1 I 1 { i •i I 1 I a , (.ES on. I A n I �� L r--.- ,oF `�.5 21a4' -'-'� _I �. _� ..�1_ f _. i._ _ I j.l...l 1 .. _ ., 1 i. I_.! ..I. _.. I �i . ; 1 I .I : : "� 1 "PI,L r HEMMED L J.SW 1 I I �L w : '. 41 L r/ \ 2.657' D. MIN. rwO% :I CfI I: 15(K1 _ , ,. - , , _, ....., . , - , . .- _.: ,. I , ,.. -- -. .. i .. d0 X •L• \ '� . , enan ,/4'._I..L•• j ..f--E.`Ob uiy� / r? y ,f M1WN12En STCFL \, lJ LOGE I,i \'L5 11 1 'i.2 H' ! I W IMAFL) ''. (NnMON PAMrl Nn r ' p - I I eO 4 L .. - -T-" ) , _ 4 - y. \S T".-T..r_i i 1'WFc 'i.W H3 1 I t- -� I i i f! I KON W I� � �y a[in� (INTERIOR AIEL) (.IiERIDR ANCL) 2 D(ID' zly0': C,( ,LEANED rrP. .F A9nl A-BSS \ / T- ,{ �(A. , ( I ) 1 (ALSO oAIAEU i (END PON' (w;zRoP PA4CL) (Air" PANED (INTERIOR PANEL)II I 'END PNWEL) , ./ „NA Mtn • 7) ..-• Sf 't _ .1 i • I WMDjO .__I 0) [Q'E ,/v GRACE 50 MI IMLIA �% OETAa A.' I'; _,..-_ _:__.::: __r I I 1! ' I j ! i ME I'm " 3, . WLOA -1 71IF 2. 3. 4 B40w !SEE !TOR A � I, 'i � ' I 1 � l I I I bit, NorE z. J a BYIOYr - � � ' "+•g-.`.-_._-+, j;jWo Pn) I i 7 � �eF� o J� E`, _ I +•r ,_1MTAIL AI �°\, ." 4a. c-aD GALy SS •� i(�.„ ,` . I� ISLE+ IxE t 3 4;M11 ' : ! I I I 1 I I » *--� I 7 w I ! I, ') f iff ! i 17 I I i 1! i I-_..-.�) I 1 I ` '/W i F i ' ! I i bR n ' A '. "iE." I < _..�( 5� °" 1 \i ,70. ... -', ..• -- .P ,�I 1 f i:i,� , E� I I ( I I I I �, I is i 3 ,� - _ ''�. I. ►-+(1 J I I+.f-'yS, W (�i-j.,i W ! 1; I 11 , _..J..,,_,_- j -I 350'+ I.J�U' - I , \�.. h ,I I { i„ _ P I � ' P•i I r � I '-±--L- FAECES it ; .. •1 Y I I J/+.' A.n TOP _ NyD AI ,�. :^ A ._ I I I 1 'iI 11 LKRIIII/ I I T fji 4) I IH'•-VOW .,._�.. 11 I I 1)�. - 62SU - - isl)' <: :' -.---2 470' ____,.. 1 I , o ' I I / " 1- / Ns w/ I _- 1 �.: I - j l ! i �, 0'I,T/4' Ys W/ i , ; i 1 " -{ i nWY i MAwcwr/An1• I>: AC I i 1 ( ;-� STORM PANEL - 2.7o Q I I r I .! i 11, , I I I i �e i33t R NGn(ns j ! I i d i'f EA J 31 Wn+m u s __ t ._ i -JL^ i ) ^. _ y._ _� _ _. _.d r j: - 1 , t5 ' - _ I _ �� I / .. , _- - .' -' - _ r I P X. OL4R;eE ) .. j L x L T- ._-'b' __ V- _- - --- \ I E1('-.t T'---'--- I i 1 I I� I i :I- � { I ,. .. i I ) i i � � :. i I .. I "1 _� � -T- -'' -- i I Q 1 , , ') 1 1 �` I �R� ... 4D R •L• i I I I , 'TT 2 REVERSED "h" TRACK 3 RE ERSED "U' i li ,� t r f* t 1, -TI t-i l •i T i ..il i` ! 11 I_' 1 I l i I{ 1 f 1. i I i 1.. �' 6 I I 1 j i d 1t 1 i I O __sen�� �- ,3_" 1 ml Imo 'SIT" i 1 to i.� ci+.. �__ i t7 C . 1' __-___._. ,• : • -• .. - l - -_ `� rANE;.MArE ICY»J L FaP M« FOR 411 _... I 1.0 SDtiDVLA ' W,WY ., {/� . .-. , A ' rW 'PACT ID , fKI Rltll T3 ....�. ti- R i I 4/.Y-JGd/.• �/ O I -._�_. .L.._'---'--'-•_--.:: 4 ,,_. � _._ - _ .._ ._ I L. �.A.I I MR !<HILIpJ , lEl 56WDNLl. � -'1--1- 1 I PANCl'S Ckll lIP : ' l' - -3' - ' - 0• k'W - • _.. I{+ 4 SCWIW' li I I- W .11E [0 m(:C - _ --- . SCE NOTE . RFLD,3 EC EDT! ) I _._....rl __,.,-. _. _ ..,. - �..� TEN° PANGS P rMMYMw i a OR MH YPNMrNNV.,. • _ � r0 GAtt I .MAP oR.. I . 750' - 3. _ -_ fAEFERNAIE L ' tK)N 1 ID nAA9 ) I ,P OIA53 / wN¢T 1D A / MINE .: I 1-. -..250 a .n .. A I (, I ON 9 (/WWI) _-� bLE SCCTpN$ tlN SMElT rr'l--e� M... -1 BE 110 /� _...1 I/3• . ___ , t �, ,% I 1 IIIYf IRIY YI 1 py i ..�V+-P 3oW 1• raR wn. ,PAki1K)N.._� i 5 iW�W - R-1.33 75p"-'-» OR W/ OF M/ 6 7 T➢R ANGICi[ µtlrp.5' S' E/ ITOY9E WSIALLIU Ai fA011----'__.__,e• ..,_ __ i M{ ••YY A W MPNMHJH 1/•'•-TMJ -- JAI^ wr 3CHRIW SEE Nall 3 .CIAEK1lL ON ,.arEn zD, TDp 1- all w:N`I ..---.•_. RA14L.s' -. 1 i 1 W`nl '3: - I , 1 e- J 3; 1 r TO a SF- _ /"! `�v14 NN • A 1 I % :/ - - I11 .DO.- /� o1NOeNG ALWAYS aC PROVIDED W 1 � � I I:1 A n iJ7- i , 1 � NP 11FI DM 1 �' © �' /W� LASE PMIEL (0 BE NSTNIED Ar EACH SETT I w I I j(MIW aA]IW ' I 1 1 . w :, ✓-�-A I OPCNINO SHALL LL AWA'S BE FRONDED W/ FACILITATE / I yjI I 1 R -,,�.. , / �y3j I , Y 11 ,• I REAR HANOLF N FACA1tAT[ weiAlLA' TYPICAL F„ 11 TlON F ES 1000 REAM IMNa ro AGAR lE WsrALurwN I �' I I 1 Ct ! F , I -/ 125' IF pmmxO TD of NSTALI.fD ,RO4 I I , _ - _-_._..T.__.�_..._.., _.L,.�.A.._. i q I 1 I 125- E-Z HANG STORM PANEL TYPICAL ELEVATION FOR 1 SYSTEM 1 IF :N FNttG ro BE wslA lm PROM -2 HANG �ioRM PAN SYSTEM Nace of STRUCtum I ; I p j ---- r- - v -- R _ _ _1,,,_1- p I i �J : INSOC C,' 4PUCTURE- , PC i 1 i I - /✓ 0.250 _ - h7 Suit SJ32-.1• ' 1_ j 1 I-Z,.-.-_- M(MME _ - ._-..-._- ECAE a/Ja• w 1' -_-�'._.__ -'l_-7 Nj� I I p� IyF., y�[y� �v.,.�... FEES,, ryy 'A C `) p1t 0 . a) Q Q ____�, �� A II r -1: _... _ i.- L-�- d I'/: P-]wJ .• N l j k'! A^ r I 1 ! - y V /1 • : 3.750' i / I/•' me, CAP AP I l i ,W/ 7M J 31 W«. 1 I !, I I iF w 1 f -t ' ISOMETRIC VIEW DETAIL A Dan :I. P� 2CIOO• I I s ! " � ���r,70 g ro - �� -.,[ j'`�J �J \- _.1:__-_ `�S j 1 •I I I ¢ K.) jii I - ➢ f ) I 1 �� I / GA I -I '/r I 1 pR I POUNDED CORNER O ENO$ UE PANEL'S I I ' I j Cr SS GR©el/ ae W ®' © C!Y� L/!.I _. / i1 , I(6 )rp.l i % «t? f - i 1 I I •G' oOdRRr""• END UP W HE EDGE .IYS 75p" 1 `oo_`cIC Lm_Sj N P'K�:a i I A I I I I I I .. _. T I vil 5) i •5 �F.C11Qi� A -A SE 10 BI_ Ir END .ANL;a bm. 1 j to R� I L__ N @ N f , i'- .. _. .__....___....._..__ ) cRNa,tW o rr u 1 1 ^ _ H Av , 1. i _ ._ --- % �. I '- ---- -- I xAlt 3/5T . Y TRIES - �' FEOLAI� ` 1_ -1 .... I alolx 4 � � J._ "_l �., � � w.aa r ! O p i. __ ---2.0(kT' 1]0• (I) 2EfjWn:'v. OF ccplES .I>NIO'. E - Z HANG STORM PMIEI SYSTEM CONSISTING Of PANEL x IEM.AEA TI' `- - -' Y" YO. Notts ,. .. I 1 CaINJIdr ,M I `.- - 1 n ITyP•) ._ Oil TRACKS AT TOP a PANELMAIE PLUS OR 15' LONG "T�°` . I Ir. TAN MN 'r I I \ I/.Y-NNA/: NA cn.tanT (_ _. /,.•_I I M w/ r e "J/13" WP,. ELaN m a- L,) DEFINITION_ OF. SER(ES.2D0Q, IF - 7 HANG STORM PANEL SYSTEM CONSISTING UI PANEL • 2�AI BOTTOM W/ PANFLWTES. 7.Y .4 1'«IN. W1�4AA I I ru,Am __, „ M„ °7A ,/4•�x l/., , „� T TyJ,�.-, a W, .,r°��s'".wle• I l'' A/ 11.1:1 PAR C:cRoe TE- .M.. a ��p��y Cont. TRACES lUV f BOTTOM, (2) EEL' PANELS "NACU. ALWAYS BE CKNNECTED 10 EXI$j1NG SILL WAIL RY MEANS OF MR ,M ,/4Y-Ttrl/1• EO 11 ' - ' - aMMtD lv.N.a•r OR 2j /.'r-TN4I: ') "J' TRACK U5 l ER © 2wXS t G7t) ALUM. ANGLE. PANELIMTES OP.. IE USED NTLY WJ IS• EaNG p) tRACN AT BORON, END PANELS ,nNCWEw ror�� ,3A� I_ . /. nr.e.NR coMmEnt aEL fl,fw",C.-J : !, /S in]w-.,/.]3• ml"'Wx"-L-11'Ir (2) AND PANELS StW1 ALWA , BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAN .�A , „� , cy MIN m, , JDr '\ �' •M° '"n 1 1 e VADE a 31+AL1 BE PROVIDED AT TOP OF SUCH PANELS SH A BE CONNECTED t0 W/ I A'.-IOR3, .S. W/ 7/ ' ,J/32' ISM B.MDAE -% l WIN( IBE O t NOTE (o1.3J/(O�Ej' Mm, 1/i.uMBscREw INro TAPPED �{EXr,EF,1 A9 °M l,lnr 3f) � I J I j WALE AND DIRECT.. MOUNi1N0 INST. ((ME FAHUMi1, - �-.o CIA C,cAMW"" � • •>• °I. . '^ (-- 1 75" 1H081-TB Num. ALLOY (3) IF END PANELS ARE CONNECTED IQ BOTTOM TRACK, CONNECT:OA 5,01,1. CIMISIST OF DESCRIBED ON NOTE (3) BEI.M'O MOUNTING. 1N5T. V / I TO TAP0.J/A' MS. W/ 7K LOCATION WING STE OR 1/A'aJ a• EITHER rHU F Dectw (3) FOR G5E5 wMEN END PATENS ARE usE JEINrLY w/ 15• LaMc tRA�( AT WALL I I a SECTION 2F FLOOR TO GEILNG MOUNTTNG INeT. B.LIJI.D-OE)T MOUNTING INST. INTO LAPPED BO'1'lUM TRACK IUCATIpH OF FASTENERS MAY Sy.* EOHER OF TWO () © •t I i r� j EIICRIOR FLAT FLANGES OF END PANEL �QtrOM fN/1 CND PANELS ARE NOT CUMtECTFD TO LAOR- I TRAL'R 2 . A. STOP BAR SECTION 1 _ scaLE 3/4.,• L. 1 _ - (6j SHALL BE PRONDED AT TOP OF SUCH PANELS. SCALE 3/6.1• i--{!g) SECTION 3 Mum n/'1 { (4) Is CASE THAUSE END PANELS ARE NOT CONNECTED S AL BOTTOM O IITACN (. O A STOP BAR (A). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY T O.3 A' I Amu. L. N ■ ■ ,I _ _.._..__... .� Is ONLY USED AT TOW) AT LEAST TWO PANELS SMALL CONNCRED f0 BOTTOM TRACK ((')I�I j SEAS 3/e-,' SCALE S/e-t' - � N1N11, USING SPEC5 INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CCNNECT:ON OF PANEIs MOUNTED 10 EL1577Nf, SD.L WA4 MEANS OF PNIELMAtES, ONE RNTCRTOR PARR "- .-SEFb M 4 i I gtr SWLCerIG1gNA ,Zp1lWRAUn'3 rq 1 TO BORON TRACK MAY OCCUR A7 ANY PANEL IOCATNM MAY BE USED JrANTIY W// TRACR Girl A7lACHING BORON TRACK TO WALL ! N_ I ,Iff 016 MIH AT tV Ae M 11H1nTI1, n i -... .. ._ . I ,�.� W/ IIAO PANE LMATES f'OLLOwING . LNG SMp3YN ON ELL'VAT.oN AND W J ,/2" � '/I'i \ ' �A . oI• To IRAateA L OF aN`I p 14 T/N4"14 g I I __``�,, A Tel/f (Si SEE SECTION t', J' a A' ON S,rLLi 24 SCE ANCHOR SCHEDULE p+ ;•PELT ;5. Mm. LOGE p15rANCE fpR 1N15 CA5 INTERIOR PANEL. US[0 JOT Y w% (21 DpEi { "<41 -��E p ""� S d GF) W1 aO11,°X,, 6MEo a +aoo OR lam `` ��f'. •.•••.,�/ "] T50' j I, M3- (Ty.) `!'"• ,'," ,/ (E�J BE L-- -_- )r...-. y iaMs NsrAUATNN rM aN SKQr it I.• P ••'\CEN ^' �: `�CENS•' i) aMy..11I^111T�°jII•I/p S"IDicHNTwU T/ADUAACFNE PANELS t(C TMe irr & eGHTIT SLID 'OF i rEnaR PANEL) 4AA\,( -.� I I i0 C' 1. S tI)%, F •••• - O / 46 THEIR OVERLAPS RETAINED Oy I'I--"- 47 ' - - ----, 11 �EP........� 1�,y2 '2�. I� f1-_---(g 1 I s°i�.0 ROAR .aR tnlw.AT.w1 ar RFctllXts F :2 9 3D - _W -_�� I �L----..!! N0.44167 s P ' \LENS ''..� A - No.44167 _ A * : FLORIDAfLOR10A BUILDING CODE (High Velocif NUT loans Zone = �; • �, FLORIDA BUILDING CODE (HI h V4100Y Hurricane Zone) m• • IEOTiOe eavwTlNas cAW et - FLORIDA BUILDING CODE (High Velocify NUT can* Zone �. . ..:. T - : n m R1Fw. Nc 1 [MYBM+EM N An RMv m sITIT Wrr •• -- I '750• - i ATE OF • / i _., �4' --+-_ 20 GAGE GALVANIZED STEEL STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL ""I ft © "'s"`"' T" `:5". STATE OF ' i `J°z° nLreG°. Nt 20 GAGE GALVANIZED STEEL STORM PANEL "P = Z --J GJvfo nrtco. INC O I ' x No. 4 167 3' MaA. •Opp -I - - DIu•n rY- i,',>..,_,I,- r•----� .-�..�..-._ _•_-.- .___-._.._ j r u - t rr s Ha c ` �_-,,�r .' F - _1 -wwn, arORID�_ .. 97/a/mlo : * i ri - e,/a/YRJoDETAIL�1 nJn �S IN GLOBAL PROTECTION PRODUCTS, LLC. $TAT OF kt � --�1-GLOBAL PROTECTION PRODUCTS, LLC. Y;, <-"'_"S�r * GLOBAL PROTECTION PRODUCTS. LLC.�i a'x�1 a%.1 ALIJj�,�(GjE STOP BAR sr riA� 1 IL E C O I»� \ -- Wn�.., •elp sr. 5r 61REET %.' b . FC IOP 'v.:.f`+ey^1N.> / IL E C O INe AN .ao s.• .I m,. SIN- SCNE: T/Y . 1• ��( n 'sf 'f""� /J I INa Lem.. s, s1R.n Wic. Z 11' LONG •1 ...TIN/11 I' a'( \ .! M1 H, n ` M- OwA'i.NV O«iE. rL JJ314 -TEa o-i Ailr CARL rL - 20-t76 ''A IFS" O " •it�U _ `IW'r',i:"`"rFb"r"o °n+-:y1 06 P"O ! LA.leni' m e, "- Les. . A« •- JI« nR...R.oa I n1. HIaPIL (9e4wtl- m.., rAI. (u.)a/-e191 20- 176 Q 6051-TS Num. ALLOY ' J/ _ '••-�"t.n'.',`-,w '"�"1•'IIo4'I' o�- u... - P1Q1,c ISSI'"W 16.5, ru. (W 4*-.nl _ Y - - J;. II '. 'I.1.. ke.-nn 20-t76 Pf.. 57N/lG,NnAE/LWTT I' u rT-W "k,-' _._� °i• ORIWrxa W. !'III INN V N 1`M/JAL .rsaY'M ,IRE/a/ WM/FR TA_OptlinlRq;iv PE •,Y r w,Ir.w: rN A r W�rI.'-" DRVMN6 Ne. _i.. .-..•.- ia`A.L 'y ,w,n m. n, - I.-Iu �•WI'« � M,M4o NA G-IOLYIl I`r / P E SFI, 1 n wG ,R•`q `- - A -.'I, .E sE.1/s WMIUIE/WO. -_ J eARR A Rln ± . P.E _._. - •lDl Y7 N Te w :` w - -'- e. r ------- --,- .-- . _.- - wen 3A ar 21 a SHEET NO. SH 1,2, MAXIMUM A.S.D. DESIGN PRESSURE RATING (U,ji AN CORRESPONDING 1111MMILIN PANEL LFINGTH 'L' SCHEID1.1i FOR SERIES 1000/2000 IE-Z HANG STORIM PANEL (D SYSTE .VAM-ghLY-EQn-RnLL,--!i,-,,k6,.p7,S.-S"AS.FLR,U:.IL.PL I'-71%vA'.-5mm 2A:, kww� A.S.D. " VT'., Nor, i , � I It, I ; -I- ! TO GLASS IM-6-4-.4"I'Ll"911 I SEC'ETAFT To - FA), --- ----------r-, 1 (in S�Z-11 t-7`WUM . ... . . .. 2 ii I am rrD . - - , . . 2 Tw, .66 FF - 7h 3 70, OR USE, ---- --.-- -----, - - - - I'l -1 I I--, - -__ _t ---- _ 7�_& 1'* - --- --- .64i -75.3 ! 70' OR LESS 1 2 7/8- 1 - I "i .- I a .,* . III j A S 0 Wt�P AT CNIEFFLAP A, ittill OF PANT. LEFF P,l 0 rW; Ri 1&4�� 5S TMI MAXIMUM A.S.D. DESIGN MESSURE MJ.ING IgNi AND CORRESPONDING MAXIWIUM Ali R I I SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK sTRUCTUKs A 1 � 0 - � -� I YAi QhL,L fok-PANL-Ilb�,&-hL,-PIR--W-..'DQN."I'-t�!RU 4�- SETECT Z41'. -- AXIMUM Attioulum ANCHORS SPACTING, ,oml I 0 - 3 I/?- - X ,D --�,- "_ TON 'c;w- 7- --I--- --I ;:=-, ,.O 1 _ RATING _ -- I -T- -�i :0.8,.r*� ; =n,!*"- (P FF f) ) LONCREFT To � TO L ��W�w APPRITUNAFE � 0 - A;1"�C � Ani (- " Ii !,. ;;;tti 'We. Loctr ,To �0-�--Tvflatca!F�7� " - I i 12' N/A - i 12' N/A 1 12' 1 , I L - N/A N/A v At 2 (Yop) . . 11, 1 f -1 12* �----------� ----.- 3-* I to- � -----.r"-- � . - 3' 12- -- i '. � 5. . ----- --� - 5. 1 . --- - 4' 5' - -- 5* ,--... -- � � 4 : - - 4 " -- I R!"071i ., -� `-, il,i?O. - I � -.- i .--- ----a -- -�.- � - �-2-"--j--j..�--t - - ER -1wo -. -; N/A N/A ' N/A , . -- -- - I N/A i "1A ; 12 1/2' I it' 41 1 2, (B [TOM) 0 � - I' - I IN /A 7 6 ,1,2, - - - - - � - - ----- - __1 t N/A _ A 1�1--- - ,I - . - .- .--+ - -- N/A : ,, I I. I 11- ---- - - -- - ----L----- -�. 111i 3* (- � N (I m ss � 1 7. ,. I FT I I , N/A I 9 1/2' - --r --j. 1 N/A � 9 112- _--i N/A ' - - -1 , 3 (BOTTOM) I --------- � 17' - - -L , � I IN I- _ N/A , I - _ - I --- - 4---- hi � I - 2 � 1A � - i .- -- - 1 ,2. i __�A -- _� _ _,_ 6' 12- j . --_ �- _�j__L 1 112' i 12" I ___�_- 1 if- ---:�- __�_ _1- j ! v (BOTTOM) I i l LHATED TO 6640 "' ' A S D DESIGN PRE$"C RATING A SEE SHUT 26 OF ANCHORIt HYPE A, "ACTING MR INITIALLATIOPIV; INIO WOOD IIVAit OUtDO4 WHYM *O*OR SPACINCS AND �M I= OISTAINCE AN VOLUTED OPIR THIS SC14OU . FOR F D LESPt THAN INDICATED ON SCWDL41 REDUCE ANCHOR SPACING By PlAtIPILTING SPACING, SHORT% ON 9CT Of IK FOLLOWING FACT01" FOR THIS OPERATION TO K POS%Btt RIDUCIED SPACING OBTAINED USING $ACTOR SNAL, PET W. I-ESS THAN MINIMUM SPACING PROCARD 'OR EACH ANCHOR IYFIL AT ANCHORS LEGEND 1/4-. 1/4*. 1/4-. 1/4'. ANCHOR riK LAPPOW "Male".1 "i --- I .-.-.--- ---- . VACWO —--3" ----. P- 3 ,, 2 I,- I,) I , I - - - 1I . . J C� . -- A=& ED "K MOMM ffew I !e,. ------I-- IF - I I ,/r -- -- -, - . � . - SO I r L- - - - -.-I-- -" - - - -�,- - -- - IMF , I/;. - -- -- ......-- .. i 4--ii : I + REQUIRES .or DISTANCE K'WkN 901nm LIP PANEL I MR' 0 TO K, 1/2' . il/Ij, P Illli I '/. -1-0 I ++ REQUIRES MIT. cisima BETWEEN BOTTOM OF PANCT � AND Q To BE J/,5- .-J3/16' 61 1 U.. - -----.-------.-. ------- - ---,-,---,-- ------------ .----.---- - ------.-----,..-.-...- ��MPONENTS FOR REGULAR , LIFE SAFETY & E-Z HANG -5DTK-PANEL-aMEM,5 (SCALE 112- 1 -) - 15.125' (TOTAL WMIH) - - 2.18" - - - 12 500' It ITICTIVE WPOi . - - - 19), 4 I 250� I l/."i - 750' - SS S`UD"�I�'M 't b i/-' i - : - F- -374,-- � 1, , 10 ANGLE 0 I/4P' - Sao', , L t - - 1.3,50' - - I�SSO' - - ,/c 1.250' I ea., . on . .tat' _ OR 4, 12 2' O" 13 I 50, - it 500. loi T , ,MAI W �SrD) I I ?f �, .?W^ I � , I HEMMED EDGE MIN Tw� rAL�WZLD SIT i"T ASIM Alli /�FkT' F� I -- I *) �L. 1. I ) I ,. 3.37 �, "I , , ".ti .. , . �- I ". 71 � I 6-* , Ii id , j I - 1, 1. � �'-" ' t 015, I cRiat am, FaRNPITIM 2WT I HEMMED 1 2 , 25' P , . bi I P, L j - 1 OUTAIL A G-60 GA,v 4 IF Eart I L - 084, 1.3m,-i In, I . - (31) STORM PANE 1 . . - , - - -1. . - , . It , , ;I- - ,i,P;, (,Yp) -! 350* - I 350. - VICTIM . -- - 2 000' - I I PANELS SHALL K INSTAL1.0 ALWAYS ' ,rMl' ' Ill LEFT 10 PROMIT W/ 1/2'PIC At END AT LEFT &of fit PANE) " -H" HEADER Q (�) " 7nTRACK (i) ,imas-WITH STUD I MPTOP Em OPPE AtIft 0(121* (i I 1-il's FINE UP '.. '. .r I .11 . . , A IS' KWED ((TORE . . ,I 10' Nni Ti (ALVANIIIED Sli '. 11. " . 1. A,- -1 - ii.., �',M" - -I To - I � . PAWL , I '. " , - , �, , 4" , " - . - " , - , , '33" • 270' I /, � t , il p � I , , - I , 11 � --..- -- ,� � " , - - * '? ) I I i2oo 0 Iii i �-� , 0-375,0t, 0 M't - 2 "I' - .� � , -1-.- - , O.2SO* "" L , , , � HEMMED --- , -, � --- - �, I I i 07' � "i : 1,(-, ; I I I , k, - 7 2P,O, . "I" , 1�' ISOMETRIC VIEW DETAIL A I '200- "' FO 270- - " . - i � , -11, J*, OR i I I I ;50" ' ROUNDED CORNET'. 6 ENDS OF PAPi CNO Lip IN/ HEMMED rDGr - -- -- 7 378* . '33" .. q'i, f I I I -1 , . ml* I -"' � 1. Ii I , - I vi7 I K t S) 375. - F, sor"Otil Amia" ' ".. •500* � I I , - rvP - -0 7 I I") i I t (�),KET HOLE WASHER LOGE OF PANEL 10�-HISA AIUM Pi (�) KEY HOLE AT PANEL - `-- - � 1112- I I C�-- . I , , 2. .1 - '150' - I I - .SCE SPREEII 6 FOR Atibli .at 3, LIMITATIONS r WFVF LEW, IS I f, 12I . ; I �t I ( 2$0- , �osl' -j I 375' (�) ALLEYL-2-IX L I I'D' . I MAX, LENWH 7� 000' - . 121S, (TIP.) I Tr I--.---- I L. Ofti NAUD FOR IRV UPTION' mto WOOD TIRwILAES I.. 3 ISO, - - `93* ; . 12r 2000 IF - (�) - 2 "ll - BEY. `V HEAD "- . I. '18 . - . � (( . L-- U" HEADER 0 ,050 (�) " (Tv, ) --= : �Lji I ,.- I j I ..- - (I � I I , Z� I - 1, MIN 10 5" M., 'L (R SLEEVE 1" - 2000- - -I I LENGTH 100 ANGLE .J. TRACK I ... 1411,111", (9 37.4' - 5000' Wdl - to ACLOY, 1184, : ... - 11. 1/4P.LXESEk' ,_- 200. L ,,<iT;,. (I N; '. - Tii�t��\ ' ONLY FOR WIDE) E-Z HANG STORM PANEL I W I I .311* 656' I I - �50* 47 D:-�Zlj - oli - �- ON ` I U, ,c, (USE :,!! � '�f ---!� t �?, .-' -ENS� SYSTEM) 6063-16 ALUM ALLOY I "' - L , I ' - ---±-- iii , 1 125- ?i 7.4- , �Boi I " ----�; . . I I& 00 I "� -MIN * i& MIN ' I [ ( t Ff , , " -1 : No. 44167 -- i FLORIDA . X, s ... � P "ARN, "Otin't, ING .* * - 24 I BUILDING CODE (Won H[Igh Velocity HurrIcons Zone) F.I. CAGE GALVANIZED STEEL STORM PANEL I I __ L". �: , (`YP I .� I ._ t I 1i i �- - z :P: v ..--------- 2.5W ' - UNNIN FIT � 2000, . . , I SET SECT-0- I � %, - - - L MIN , � - ,- I 11LIECO... \ GLOBAL ii P, "T"'Noo PROTECTION PRODUCTS. LLC. t.n. 'M I it St STKr (j� BUILD -OUT "i t4-) 204" 0=-:,QUL-!r- BACK (f5 & i WASHERED WINGNUT ;.- , tLut 2WIM . .. i GINITTI-AIN .-.tat Im=X OWN, , Itim, A - (e.)WAR-15HR', i (.�>M---,' 20-175 - � - - -- IRACK-AHQU (ZAMAC 3 ALLOY) �I WALITA A I" 1. I L 1109i J! P! 14 �-i------=�-F- .. ma2 of is �1- i I -- I ---- I .- --.r-.-----.--'------'-"------'---'- - ---,----- - ----- --.-- --.-.-----.-- INUALLATION DETAILS FOR REGULAR PANEL(f) INT9 POURED CONCRETE ALTERNATECONCRETE ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON EXISTING POILIFFLOD CONCRETE (SEC SCHEDULE ON rXi"ING POURED CONFORM S%ECIS 9 THROUGH 10) OR CONCRETE 9LOCk S'[F OR Ell BLOCK SHEETS 9 THROUGH 10) ,7 Co"C" REQUIRED , " 14, REQUIRED I _ _f Cl "/ , -- -ATI= LEG . _ I 11 CONCRETE ANCHORS I 4 LXSONG, PCTORE0 , ,,,'- IN 4� , I., , / , , , " , (SEC SCHEME[ ON , , CONCRm PEOLOWD ,� " SHEETS 9 YHRETURLI, I , �2) , , I , _ , ". - : -� �:il � .. .... : , - - - .. I 1-I"Ni NAPPICTIF - I -f I �� - .. . I ��O�� t f0i - " -- ITT , I .N. - ,/, �W: I t1,44",L " ... , INTUDE, � SOWP CA IF : it/. . , � /4- � ,� . `/PF'--tPi .1 ./- .�'i LOY I - j MAX , I CONCRETE ANCHORS I I f - - -'- # 11 1/2* - I -T- � 1. - ... ::: - I . -: .. (SEE SCHE ON I I 7-i L � OTHCOVICH 1�tl. F -, --T SHEETS I 10) I 1,AP-ii I LD . I . r �� :• 1. � � E V ,:� � � W.� - - I I %:, PARP, A. IT ,/1' At I -� I * , I , I'll I �.,�. e I I PANEL LONGTH �� ;,t� ! I -� EX11�11FIGj . ., ",� r , I t . ( t, E.. CLASS , : .: I � � , � ".11 , , (SEE %CHF.DULF ON SHCE"i : - I I �, I - I 1, -, vi � F. '. il , 11 , 1 1 SEPARATION - I - 0 ; " � , , i I ; - I 111 j A, SCWD . I "F;;� 'i-. - el " I i I I O I , I I I I. , JLSUC I Cft SHEETS ,,, I i 5(rAA,5 "-Iii OP# S,i 3) 1 ""i zi�. 0 9 a I g I "i, ; Bma III Won Mi ;,APT 10 GLASS I Sri SCHCDUUE 11-*ii - C - PITA 7-.,) � i � S SPAi 'i " MR. EE SCJMEDIJ31�E ON 0 ir ! I 1: 1 IV I , *I' � I PANEL LENGTH I sili I I P- - - Mo. , " i I "N' -"P 4 I I � � U- - r-41 I � I SEE sr."i If I , I I , $1 I - t I '� - T1 PANIC Lf,lICTII I Li V, ON SHFIFF 3) 1 (SEE SCHEDULE EX'ST06-I ; I EXIST ON SMELT 3) i : � I "SEPARLITRON ',PASS I I Gii �. �� I To GLASS. . I I I I � � - 1 - ,, -I (SEE SCHEOULE : � T � � 'i ; i - , I '� " P, � I 0 ON SHi 3) 0 50 . ' I I 1 4 Or 1. 1. I - I ,' I.- OF %- 11 , ( MAW I f � I MAX I ,7 �: �, � E P1.) I I L� -ii I I I , �. I , , i -, I ) . , : '. " � -�) I : 1, i I I 5 I I 40 : ,I I . . I I LCACER , I '�� - C G I ---- -1 E D , L I RG'R - Of 'L . I P, I I 1 1/2 O.C, I I ,- , 11. I P.M. I I I 1, I , . � � I ., , _ - I 1 , , _ I . : I It 11 L� ! � . . . I I I ,� _ I I , " I SL � ii HIND �N -�7 - - - - - - I � , IT I/.- .,� �::._ --- Ni.---1- CONCRTIF ANCHORS - CONCRETE ANCHORS , : M ' � , ; - ",*,. , " _j I I , il - SCHEDULE ON % � .1 (SEE SCHEDULE ON . - .-L- EXISTING POURED --- , - ' , j � iSi SC � I * --- -jj) : . SiCtIrs 9 ;MRFXjGJ1 '01 L", SHEETS 9 TUR0VG- 10) 2 , EDGE Of WALL OR SLAB , ;, 1/6 ALUMINUM LONG MAX CONCRETE -I - � rrat"i A SPACERS 0 A OC VALID FOR . - - (ALT CONDITION) . I q 3/11l . �6'4' POURED CONCRETE - ALL DESIGN IQ S AND PANEL kX351ING I OR CONCRETE: aLor, LXISTftG POURED CONICIFIFFE 'ONGTMS "A SHFIT 3 CONCRETE ANCHORS " I REOUWEI) OR CONCRETE FIL" ", G 1 (SEE SCHEDULE ON � d, REQUIRED *�. ;; - LONG ALUMINUM SPACERS 0 - C b - 1/2- OC. (SEE ItABLE JIFT ON SHEETS 9 THROUGH to) SHEET' q & 10) BUILD-QUT MOUNTING WALL MOUNTING IDIR" m SPACERS 42LO 3b SCAIE 3/li W%l SCALE 3/8- " "i ...... T ......... I I ". A%Wk A... !�1,71% A .... - . ' 'r , - � -^ pj�-`�Ii FLORIDA BUILDING CODE (Non High VOILFIGHT, Hut Icon* Zone) . . - - ^ , . Rion r,�. - 10 : 0.44167 '-i I 24 GAGE GALVANIZED STEEL STORM PANEL I z * , - IT . ! . * � * ;- -- - - - . � I -� -"-- - �. -TILIEC Of... SAL PROTECTION PRODUCTS I LLC- *71271m I E.D. - i DISTANCE hmLfQ9--QA0ftm11m.9r-UC1WN5 % �--, STATE OF,',,- �,e -CL �- - Ls /, ao -, - ' I \r ,517f. SCHEDULE ON- - - --.OAM. - Iii vistrima a I 4100 I 01 �V [UP Fiff BOTTOM WOUNIINGCAN BE 1� - 'tOlti - .O.Ctt.d co ' ��. .. .,�, , I Chi ill, 1ILD4 -TOSSUP,' "HEM 9 N 10) COMBINED IN ANY WAY ANY .. .. .lIP - - -= CPHpRAP_Fi -175 I `W- - .. - Nitter (OU INSTALLATION, '6i;, Cl**,;� - OWQ!1.:L:FPi ".1-11-1. )$" Pult IAPI 20 L--- 0 .0 - - � . 04� W Ift/tImWOV/sAGRATD�o�-n- - - - T."? I ". -- - . rivil P F , I -.---...------ -.---------- I Ir ------- ----. ------------- --- INSIALLAT10 DETAILS FOR SERIES 2Q00 & I 000 -L-Z HANG ,5TO M PANEL (-i")� INTO -E-MURN-G-WOOD STRQ9-jV-M - - - 1'- .� --------f------ F- - , I, I/V - IIINTINAT, "I.T."F1 -. -v I.- -if I --- I, "I" . - I , . �r � %Ckr^ 0 6' U I. FIT - I I L1151"'(1 .O.K1 HII I 1 MEI% j .. NPx t?li LAi sC-i # V ,; I'll "T I -, i . , IF' � . T- I � , Tj,i I /� - 11RIPLAZi KI-J-1-AN1. , �,j ,- "'T'- - �Mff Ii jifld-,� -- .L I 1.1 A-, 0. I I `frTI- FITI-t "FLOEFT , - T- 11 : I . - -T--4--- 0 PIC.F.- ALOK, 11 IH � t� r!r IF , I I .- . 0 Li 'CtI (D I , r I V". � -- - : I 4 - I ,-, I"". sti� loi v i "I 13z, -F , W`w � I .�. ik- --- H/, V".Lt / -04 � - I - [ � +�� ."- III - - I" IF I I �,., 5 � I ��... , 1 _C6) I " '§ I I s I - I I '§ ci,i- - . .. �.,-�.,..i -Nii 6 W L�, A/ - IF m,; , �� I �.. I iA2!i I - ,/ . . I I . .I.w, I I ; `," '�",' /� - 11.1.1tv �LICIPIQH � ;� KA IFL, it, @ , - , ,,;�.'Fi 44 �� -, I , - . .( A A I I �,;U'u - , s , 1-" I (VUITQFA`H,-/�� I -�� � 23t, �" "HK .- MI -PI, I - - I � ,.-, , I [� - 11 I , : -- , -19 - -L! :- -.1 --- � .1 TV- 6 all, ) 11, , I I Ola PETAL 1/1'. Aj I I i---I, I _a;a_ ,[- - - � --- � --- It/lb, - k"i ; In -I 'A Ritv.", . , I `�F " ii :1111, ci�us I.- i --55) , I .I 0,:K ` Ix Q) I , ) / I � J�%,i -l! ,� I I I -1 �, -- i 'I. 5' - - I 1 t .FLAUTE. � -�, 07� . ..... " , � --� I I - -�� � 1! .1, . :�T-' ,";i . : Via t Fti 1, I 7 I I , v --'�? T-I..) - - -- � 11 -1 on-) I i i - ,1 p : - 11 I �- ---, , I '! � a, I � - � iK7A[`FP -Itllri , - 7 10 ITT' - � 1. � 11/4*. 3/ I' . : I I - ._ -1 I - . i �. I ,-', 11 M. ,-,mi !t' : ,." - - T, *, ,i/," � " - - --T,-"- 1 , "' - I I v I Fit 1�5-tli 1 i I/ 4 ',H 2� , "' FF. v 3; - , - TO -Stt ; m., /',7�3i 51 1 Fir"I'Ll NO, Fit ."�, :"A � I 1, o 'j, L-C : -----T-,, � ,'-AH'--, � Arri .., 0 - - 2 IF,", - "AN, " ., I " "' r--- -- ----I.F-,KFI - 1 "I ) I 1/,P'. lo.j/-, . to -11 ��! I _: it, I'- .1'r /It, , ; Y - - - -1--r �- k Irl '�"T 9 sl� . IiI.Firri ,,, t� . ", *11 11� I .1 -- :N, 11,ii i ,PNi N"% IL , , ,,.,,, " -- i , .. Gi-I w-ri 1:1 " � rViRF, LPWP,� ; p �, ! / � ei Ir I I � � I - , �, � ri, I` i � - I IF T f -� - ! , I - *-'I- ! - - . , g I v - I . , --�l -, ! 1- , --1 , : -� I if �. I, .. . I � I - -wE , i I ; , I w 1 4 I 1 ,, ,;, I . � T � ;* I Jl ; ,, . � 9 I . I 1. .. -L - -.,11 - lt� " t � - .1 I -1111 I r -, . � S� I �- I-- .1 -1 ,ii ,,-'r I I ; I 4 (S)i"-, � � - --- i , -, � I , ` I , - N I - 'I- �.1 I I I I " -, " I "R T t I i I i I . (� i I I- - I . -- - � " "' I """ , , " , A "�"`i ""' , , I �i 1. I " , i , - v , . I 11 � i �-.., 4 1 - zi: 1 � I i I - I - " I v- � : I - I I t- _j . - I ; ; � i I � 1 1 - t�l I a " \ ; �, �:�� "I - I " -1 L i I I 7- - 4,, I -I I �-- I I ! 11 I I . I ;. . 61- "', I � - ". I - j, - - , . - "L<-') " i , . 1 I I -L'... ----T-T--tLlC .-/I I .... 11 i � - �.,::, -11�.,, "'i"'i 2 I I - 1 4-- "L - 'I - . � "PI, "' -HRi �� , I .,,",IP,H1,,':1,,,'1,;.. �-, C, I 14, r"i !, " 1 -4--al "I " T4.1i V. .,-� - - .111"".. 12 �/�' cl� - - - " - ,� I I ,� T I - - - -- I 'I'. LAG $cftfi FF 6' "I 1, .�,,, - Plitt 6R - it'. 10,1,,', - , - i I Visk A ,sa - .... , , ; �, � , I -��, , . \L " 'All. `Nli PIFEIA POP, I, lr��,� I "I In . - � , " -It 1. INICIA, � �� , 'o,TO OL IC 1-1.1i"Plo [ -_-,-- I .mull, Ill PLATE Al 5tria, .- ", I - , t. NL11 K I2� 1�1�- Ill LF,MP IIL�,.'. Oi TIT,. w1t -i (.,; j , I �. I -L---, .1 . I A"It " Li 61 ,.,, 2,,-1/,' , .1 "INPIP111,0N ', -, . I '. H "y I, AF/ 7"IF'.."'Y ITT a 6 1 . , - -- -1,7"N'lli Wxlw -- -- - � 1 " 1-4- T"" -A` �'Ni 0 IT' 11 l,:, - . - . I� 0 C"I ./ ------ - t�,� ,�,'- - , �� I ""r TAT. "Ar'"r, ., "'T .Ui CF., . , "., .,i, ""., ,T,,,RA"'. 11 LL MOU "'k 'U,11 rAMPi ALTERNATIVE • 2"IN \.�L - A, IIE r0l,li"i 0 rivilIvIl. (11 101t ,.A, OFF IH, Ew SCALE l,'4'� I" 1"1A:I"4-C'11--'i 11ii pA, O`P - fw - ALA IFF, I W - - - -� --`;--.-1.-Al III L TING SPA,( T , fisiffiT Who - I Puli - IHO., 11 �---A --.. . ING MOUNTINg � �` fialt' Rim W I - ! 4ttAUATON% Ai 41 IATIG It. LPTk1#.L`L -. ,'c ft,I �--- i �CA I. , I ".,- 1, -- 1z I,.- PIT .�, 'Ai I IENL,� IT. V m" t, 'u,"s �,� I -- � "IDUR"IVE VW ..I � , 1L. WIF, NTN�j 1. a c0W;.Nvci,Ll, ,li PEMi IQ i ,;(,F,,,,I�, %'N , �'} ,,,�l,!���:.�!41/.,p4,WER"'T,* , I _ . ... - , F I I'm 11. 7, .11 -1-1c'FLK- TxNsfl`v D, .,t! OR fol� I/ "k., '�' - \�Ehi *-.r:? , \ , . I -��' s - FLORIDA BUILDING CODE (High Vrl Hut icilt. zolIs), I f .I N`Ei I = : No 4 . - l4FOm 17TIA PHIL = * � FF, SEE it`�Fcl`1111111� NNO .(U,"TK-1 "I'll IFIF ,�pr.jp A! w Pit, � - III - * f 20 GAGE GALVANIZED STEEL STORM PANEL ,ITA- i IIIL,i, As 1-c, co'.Xvi- " ,�'s 1 . RAT, I w ,ii , ,,,IF , - I LL - S : i I I I I I - �� --.--.--.-----, .. ...... 4 0- j.11 aii HISIA�UOTF,11 1� 1�1 7161f6 r- , , �� -;,*. SEAT OFi ,,;HPL�---z,- - ;- .1/. Put, . --- - - , Z' Tj t I E C 0 ,.. \\ GLOBAL PROTECTION PRODUCTS, LLC. ' -, " - * I - - - . _3m�� --]p wx ENS,mXANEmLm-U=DNE - . ... , -J/ . ..." UPT.I.F. . '....P.. ", HILK sIF 11 IHTUO -----. - I ei V11 _ LA..., I'll, ?1-1 -.H, "',,�,'�`()N, 'i '11, To, . Ito l. ."Alli 1�- AW ,�Lui 11 - ON A ANCHOR ED CATM "i -I,:, .�!4.1 lrl.-" 11 - 1- Dr. -11.6 - f-MA-20- i 76 INSTALLATION Coil -, 10 Lt,o�,�' e I I "', -,.; I�`Il .1 WALL 1/4' � I- --L.-----.----- T----- - "In " liCTIT „. "IN 7RALP ILI 1�-1 '-CA U-1 "Firm. FF-., II sti,tw,�-I'Tic/L,ilt - IX- 1. ---:�W!21�7 -2- -- -- ---- I I MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.iii AND CORRESPONDING ,bo, 2/4 1/4. 3/4, 4/5, 5/5 IT 6/5 jl�ljfr111M SINGLE PANEL M LENGTH "I SCHEDULE ONLY FOR REGULAR STORM i IrLscb-LiNsEsTnImm -- OB ,C---.- Ir-IiIi11 ---2-10i-.--- -3W/7 W/7 - &- ---4 - W- /- --7 PANELSINSTALLATION INTO POURED CONCRETE. CONCRETE BLOCK WOOD (t) ACHORS (SIE SoAllE ON -3:MIi -- SHEENS 9. tEDUL3" U.l %Iii PANW41J0TAN=-A1Ji ,- - - --- --- AT TOP OR BOTTOM ENDVAd1RAW.Oa ! 0 TRACKSTH TA-Ii11�0.M.,))I I --- - -I---. I �, _-T M�NCD-&-fAciInIt-% �,-_,._L" . .. I I -- - t--- ItJ MAXIMUM PANEL LENGTH "L+" OR "L- " i 0 "XMM A 1.0 CONCRETE & WOOD GXi PRESSURE INSTALLATIONS t STING Dili (I - -) --L. -r- i 200 ,2 .-O. ..-- 120'� - - - - 250 4,-O, - ,?,-$, - xC ?I, 8, . -- to - 0. -- 330 --- - 400 - to'- I" - -- - 0 . -,F. . -50 9 -0. - . - 8 -9 . - - - 50C FT - ,i - 5S 0 4i - 81-0. Soo '10, 5' 7'-7" 650 a'-o' IF, ,* 70 C ?'-a* ?'-O* 75.0 -• . 1'-s* - 6 - I , I - - - 8i 1-2. -- - -o* "i - - 850 - - I . 1-0 . - - ,.-,. . . - - 1i - IF,- 7, -9o-0- -- I , -.! l000J6-S,- -- -I-i 7: 5"--; , -..-.I -I ToI ---.- 6-3. !,a' 1100 . I1. .. . . . ., - S-i. MAXIMUM PANEL LENGTH "Lil" OR "li (ft.) 0 MAXIMUM AS.D CONCRETE is WC00 PE EUP PRESSURETWO thi UPPIT-ONt m S III FT i FF, -) - --- ---I- - - - L4 i 20.0 P4 '-4' 13 -0* ,.--.750---7- t.Fo ".-a. 11 1, - ,0,-,. Jmo JiF 0- - - ci�:--- OL -- !"i - -.- - .-I-112 400 91-6. - - ,:-2.- - - 45 IF - - 9.-1. ------ 6r-7- - - - - 50.0 - - - S, r - rr'-j- - St. 0 . Al J, I--#- . WO a -O' I.-S. - t- -- i - 7 -81 .- - - 7, - 2, . . mo 7 -51 ri 750 "' - - L - - - SOO .,-.--. - - _L741, I.-O. - ,i --- - - ft 0 ---- ;`-D. , --- ii - -Wii ------ 6-9; : - _-s-- -I-, - 950 --I--,- 6 -7- 5'- TO' - I-- -1 -- 1000 - - - d'- J, 5 -7* Toi - - - - - -6,-.?- - - SI-74, _ - ,TOO - - -- - 5-1, - I -it30 - , - -- - 4-!, , - - -10 - ,E:- -- , -1 i - I- I - MAXIMUM "MEL LENGTH ( ... ) MINIMUM SEPARATION TO CLASS SCHEDULE W040 SPEEC 4 '70 - 0 N -- -- - UHi iAJE�y RESTZ�;Itv . - - ---- - - I RON. SPEED I ". `- - UNRESTRAHAD I RESTRAINED , OFF LESS I' i '. 6, ! A 1/4' -30 r-"13 jC� - - �ici-m I 45 ;--1- F- ! -.--- I. I I 1 . � '" L;---1. -: -'-T -7 ----r --._._.1 --i 7 1/2' ---- -- 7 I - � I/r - 1 7 '12- 7 1/2. -r-.----- - ----__ TOP BOTTOM -___, DIRECT MOUNT I I . i .1.1 I STUDS' -U- : STUD HEADER k t-DER � ANGLE i If ., • I I ' 7 "' .1 � 1 ANGLE I , = - � DIRECT Milli, I S*Xl,!,STUD ANGILL ,- INAZI, , --i"'INIALCIA, A i 111.0cm IN ' i CLOSURES - - - - -W - W'11 SA)i CLI;r 46* 3S * ; 32" 1 I 1 I -57:--l-}2' 12, '. .-.----- -4 --- 311.. -.�--4!1-L-la' . 55 (s) - T�) (1-41w -�M 55. 1 12" 2' j 12" 7. - _+W____ _ I I -! '. 1 32" 1 38- [ on. ! go- I - .. . 1 m- so* -- -- - So- t--,.---,--- ----IL- . � 32- 1 52- � -V . I T I � i I I I � I I ; i 1 � � ,� 1 1 1 1 I i 1 I � L I I � I � I I ; , I I � � � I � 1 1 1 i I : I � ; � I ; ; i � 1 1 ! i OF � I I I I I I - � I ! I 1 4 1 � I i ! II W � I - ! i �' 1 I � ! � I I ; - 1 I . I bi I I � I I i I � I ; I . � ! i 1 � t 1,-t I i i 1 A' � ,JA 1 i � - i ; � I L i � I i I I i I - --,--�, - I � � � I i 1 I . I I � � I � � � , � I � � !"itim - j ! - I - i - I J - i - 1- i •- I e UNBOLTED PANELS I � j tt BOLTED PANELS W/ 1/40-20 - (SEE SECTIONS AS � T � I � i � i I i t S N.S. m I W/ ii 0 EATPP�VFEETUP 1 i , I � 1 1 (SEE SITC11KINIS AS APPLICABLE) I 1 1 , APP�Ii IF F : I .1 I I I I I I . I I � I I i � I , , I ! I I I i � � � W I I . L 11 I . I � I i I I OF I 1 I , I I , I t I � I I F,` I � I i 1 . 7 i I � � I I I I � I , � I I I ? ( ! � I ; � . I , : I I � � I I : D. M.. (�). (�). 1- L 1 i � � - 1 - - ,--I' I , -Li *! - li,;)�� L. :' -il -- �21 itl I , . .; �ci I � ;; ze, NFE �-� 1 ; 2/4 1/4. 3/4, 4/5. 5 1 �s Ik 6i I, UN @ .19 - 3 i 7; Ili 2W/6, 3W/7 & 4W/7 Li. . I* MIN - .- ANC40R5 (SEE SCHEDULE ON SHEETS S. 10 611) - - PANEL 1) ELEVATION I 2.0 ' I T S. /.' i GAP 7 .4 - , Ell (AN, CNEREAPP ., WI VAULCY) i ' .. MAX GAP -- /---.- -, - '�\:;"Pli --\---/-'---\-/--��\_-/-' - , II ) SECTION A -A I !" I "I .,-, NIS ---/ NDTCSI (1) i MAXIMUM L- ALOWAkK LEWH FOR A GVN POSITIVE k%D. DESIGN LOAD. MAX ALLOWABLE PANEL TOR A OWN NEGATIVE ASO. DESIGN LOAD (2) PWCO",Rt TO DERTA" MAXIMUM PANEL LE4i GNEN A POTUDYS Iii DESIGN LOAD, OM,RMW 1APPITIMUM PANEL LEMM 'L,* FROPPA SCHICOLTU GIVEN A NEGATIVE ZIP. DESIGN LOAD, ortERNIFFE MAXIMUM PANEL LOPICYN %-' FROM schni IFXNAA MAJOULTIM ALLOWABLE PANEL LENM IS IFOUTAL 70 THE MINIM-M DMWWD PANEL LENGTH BETWEEN ITF' AND 'E-'. (3) SEE SCHEDULE BELOW FOR W4 PANEL LEW R POR09ITY ( INSTALUPPLIFICIPPIPS INTO W(XOD ARE LIMITED TO i 95 a.PF I MAX ALSO DESPON PRESSURE RATING I AsBiF;TARi 4. it & it FOR Ill AS.ID DESIGN LOOS & MAX PANEL LrFICTITMIS 'OR F -.. vwc FLORIDA BUILDING CODE (Man High Viii Hu cons Zone) "i ... * : 10, : 44167 -'; I I'll"FI) TPUTO). `IK 24 04E GALVANIZED STEEL STORM PANEL I'? �A,`F,"I 1111, ; :��. .. 11P - : i - T , "* Z -�� I I , ATE OF ir7AM, -Az� ------- -.-. "I ' - ' \ , 1101ECOsam , --- - GLOBAL PROTECTION PRODUCTS. LLC. 71"/Mo - FF CATE , 0� I e,*-. ,� Lq - .11t , � .4i ORION ... � 7 - "I , 4F 'i -il �alt tt"d A, - .. - .. - git� qXR, . 51 6�, `,`D. 20-175 "1111,1z" ...... i'PiIi " " i NAB- . - oi .- .-- P.O.P, Doi . twAn-an, jimmi rw WWT- - ----i- - . - - , - C"-TXXFi - �. - litti 0I "i "44?-, -11-At-.1-11- I I -.-.,. ---- -- . � IF W, 16 - .- --- I---,.-- -.------ - -------.-,--. -----.---,- ---.------------. - --------'--- , I_, 7 INSTALLATION DETAILS FOR REGULAR ; � ffl=-1Q-WMUCTURES FIFFECI t--- -- - - - , - D ANCHORS I (SFF 5 KDULA: ON . I SHEET 11) I . 1� " .,N,-;NI,,,, L 4) 11, .,w Him elli . IF ,/.. - - - - t-1 " �- -- , 1 � --7- � � . -.. - WOOD MATTER ,� I I 1"; , I'll I I : I 01 : ] I , ( WOOD ANCHORS I PEOUFRr I ill' ISff SCFC'D`V'F!1 ON - � - . i P , 4 1 ITT m 11) � . � I �,Q: I Ii ,01i Ll --� � : j 11 , i I I I , - I I � i . I I WOOD H(ADLR -, � � MnREQUIREO � - 1 2- I I I lt;=/��--, AM, SM . , - I I : ]i I IP i I Ali SEPARATION GLASS � TO GLASS. SPI.."fri IF I (04 SHEET 3) 1 i I i , I I � EXISTING -1 J* GLASS! ! ,F I a .l., MAX PANEL i ME SCHFIDIFLE ON SDErt 3) - % �z �-o L IL (- ITTA Wim omix r-li I I .it' til,iFFING : SLeAmDON GLASS - I :0 GLASS i SWECkxE I ON S.ILL7 3) I * , - .1 �j t -- C - I FE = � I %. :I I . T� MAT. 0 12 112- IL LL I 1. , - 6 -, I 0 I 11 1 7 �� 1 : 1. � C 0 I . ,L- _j I 1 4 1 4 .1 1-11---.- , - i Z%4, WOOD 4 I I . . - I 1 *Ni i PLATE PEOGIRLD -1 - "OOD ANH-OH, I - - - - "Amvi TO � ATIMAYTIO � STAGGERED , , , - 57 "" 1 M miEFT 3 MAI, se ":;r . � (SEE ScHEC."I't, ON , . AS . M,*.'g "'O 'I I I SHEET, i bOmPult, WFIN, "' i, I (1) Mk�LW An Nk IRnsm I i I FATING 6 .80. -#b "J I I I m. " SEPARATION . 10 (4ASS - I . -.1 j ISLE SCHEDULE : "i I I ON SHEET 3) I . I . I �, .'o, Met "PIRP I 11, I LENGTH �o r-C EXISTING-,' I I (I ,�i Ii I GLASS I � I P PANEL LENGTH (SEE SCHEDULE I ,F1 ON SAE(14t I I i S � I i ; SPACER � - 11 SPACER ,I � r'j Of v I ) H- - -1 LENCI H - . I - yAX ED 1 1 1 -i . �� jr-- ir", -- �-:,=-- --- - : It IQ I . I - -1 "- 4- -,-. -I.- . - � -- - L-I i I i 01' MAX LONG ALUMINUM SPACERS0 12I/ . C C (SEE TABLE 01 ON $NEU 11,) SEE NOTE- BELOW FOR L)MIIAWNS TOR .1- MAX I, I 1 : I I 12' LONG SUSrVCS PANE, LEW., I (S(E SCHUTT ;F I ON SHEET 3) i PAN EL MATE FEMALE ID OR PAITT MATE I i PLI,M i SCHEDULE ON SIPE7 Ill 11 -I! 1 2',,4I I- woo 1. . PLATE REGOI F ;1� - DIRECT MOUNT W1 SPACER 4N : ; RNA 'ALTETIYE IIW 1,5A SCALE 3/8-1- � 0 " ;/7" Oc SEE TABLE #1 ON SHEET ll FOR MAX. PANEL LIFFOGTHIS A, VAX ASO DESIGN LE'ADS FOR THIS INSTALLATION. I _I *00rl ANCHORS 51AGGERi Wl 'STUD (SEC SCHEDULE ON SHEET 11) 2'.4" *ODD I PLATE HaTuNi I I (2) wxww sra,IPtiII PAPFILL Lamorlit M . 12.' WALL MOUNTING ,I DIRECT MOUNT WALL MOUNTING 1 (t) srom PANEL Tworrit"Tow is ONLY ALTERNATIU-n � ANT ow. wow MAW - SCALE 3/6-i' ALUMAI&LAW � I, MPAIMM VALID ONLY FOR WIND %ALE 1' I ZO.M 1. I A, 3 M A I 1"2-06 O"to$Atlltto" , I - . --- - - - - - I / Pi A;. �/Pl\ W. *� .,I ,O . - Nom, I .. pifi � -NI NVJE-FOR -COMB 1!Ii!i SECTIONS I INSTALLATION ARE ONLY VALID FCQ MAX, A S O � : No. 44167 ": -z DESIGN PRESSURE RAT-NG (f,TT AND PA LENGTHS - * : - * . i TOP At BOTTOM MOUNIINGS CAN BE AS PER SrHEDI)i ON SHEET 3 (EXCEPT FOR = . ;* . . COMBINED IN ANY WAY TO 'SUIT ANY ALTERNATE 21i I ':$'-. - . . ii , , ., - - I . - INSTALLATION !�, E.;• 'CTAIIE 0, , . � - . 2 FOR NEW WOOD FRAME CONSIRUPCIFON Vi ZS -` X; 4- , M I/ EMi TU BE SOUTHERN PINE No 2. Vi SPECIFIC ", ;-Vtz I DENSITY OF 0.55 OR EOUAj pill ft/.. --.-,-- I I ** ML. � I I ITIMPOLA ii VA, WE , 'Ir LONG IF i ! : 1 (1) #W&OJM 5 LAMM TO A ONE ...... PALIV" wm IT-O' I � MAX MENI FPCON -tIaM MM 3 A PKSYMCtM rMU ANY � &IRA" MUCHI V)FAWMal .XG= ONT ..Er I,). � � .) I 4TT m OW4 row wMPo" IM (PANEL WR rn"u 0 OW i I -IMC TanAWE)SMALL AT PACO � AT a,/.- oc- I (INTS a A Atslflcm. mom DIF 111i oc *Arm At""M OR i � writ 9) � I (31 WAX. 24 GAGE PA.If1 LLN IS UWMV TO O' AT ANY OPEVM 1 ' ma A, A manxii flew ummam mmi awle, &LMW ON ' : sc'tKu. s1Ar 11) i ! (4) I 1/2' LONG SPACER COMPOOP figh SHALL K AS WEVAIM ON ' � sFw 2. `RCNNU = 1*1 I U, iTs = " " Orel . . ow I . 0 0H ATW ! C. NO* SIANWAD AND THE 2020 OWT cultm) or THE rloftDI I INUALEANG ON : � FLORIDA BUILDING CODE (Non High Velocity Hut )cons Zone .2m MILCO. - ----- 24 GAGE GALVANIZED STEEL STORM PANEL ,-,- , rl� %In v tom'__ IF 0 M-= " --.- --L - "I" / I I , \ GLOBAL PROTECTION PRODUCTS, LLC. MOO Sri 51 STRILIT �, ft 1- "HOM. (Itt"AWN-1.1, - to.mo�n, - ITATE - -- 20-175 TKULTIT MM" a SNOW"ININD OMOIAMY ... - IT IN. --MW- .1. ... Fri - PXTr- -voXi ONNINFIR, NIP T1 . - - .�, -.- WTi. ATILT W. ", 10i I,, IF 414'a, . --±- . ! -Lv1---1--- r-"--.,+- - - mn 6 9, DIl GENERAL NOTE -1 PA1002 1I1IIftF;!i 0 14 ffu�Fl-fii WI 0ll ', - 0K. 'A , 'g�',M�Tj ITOCLINT �V I 0 ) FAS BEEN VERIFICII FOR CON, %AN('[ IN ACCOLOANO J.A!2li -0.54 /4'0 ITAPCCIN ANCHORS, AS MANAACIkIii IN I I W Bi A. INt WITH T;IE 2020 170, (Diri 01 ., i I-OCIT IHS ",NORM PANEL ",Fli NO. fit FNI,Tklflt IO Hii ItIt rJOEFFICIA BL"i - #:4- 11 FANELMATI! FLMALI. 10 AND PANIELAMPE rLUS ANCHORS, AS MANUFACIF,RED r CP.CO CONSTRU11.Ok I'Fli- R' VIFLOC- Y Iii HICANE J.UNi (MUM-PAI-A / FIROWAR0 COUNTIES) � 1/4'll L� SC NEWS PER AIDS I T AIR fir"N Fli LONi �Hli TO OfTERMIrl A� PER SECJFi 1609 CIA Pri Afli MENTIONED (OCR fOl� A BASIC. I L, , ,I" SIN' Ii PUSHING. P6 Pi5lkitlili FY ALI POINT 1(14W HOT I 4 'FICALIT --O I I F S'FLU AS REQUIRED Ul 'HE Ji.1041DICITC. WHERE STORM PANEL ii OF, NSIALL19, AND rOR A rIIPFCTIQhN,JTY` FPi 90=0 05 OSINC. ASCF 7-16 NNU Shi NO CVCC(1I THE MAILMUM (IS 1) � DESKI, Pfirf',�SUPE IZATi Rri Q14 SIFECI!i � 1:t MINIMUM ti-ii PENIETRATFION, INTO FPFQOO OF TAFCCA4 ANCHORS SMALL BE 1 1/2' AMU k' IQ" i PANTAMI P405 3. 9 "I'M V & 17' Fa M40 PMrLWAU FEMALE it) IN ORDER TO VIERPRY IN( Ali COMMION. 101MATIF EXSCNI ii LOADS, PETEAM11i I'" A3CE 7-10 SMALL I* Fdi FILDUCLO TO ASO DESIGN PRESSURE RUING p! mUL,FrT,N, THEM ey 06 IN ORDER TO COMPAPPE THIESC Vi UFAY (ASO) � 1� MINNI THFICADLO'PENLITATILF11t, Of AC SCREW INTO THE WOOD IFFAME UNIT SMALL BE 1 1/2' ?.0 "Mi :CONSiGERECI DESCH PRESSURE RATINGS INDICATED ON SHT k 1, , , 9 10i 12 4 17. IN PINEIVA POIN INTO � IUCC(i SMALL 13E AS FW (A THE RCQUFRCU THREADED KNETRArk", If ORDER 11) 0 P.01 FIAT AMCPiOi ON 'HIS P C IT AS Tr.9TCO WERE NOT OVER STITI-;SCI.I. A ,•LP% IW'RCA%E OF .1 Of"I i STRESS TO WIND LOAO-1 WAS NOT USEP IN THEIR Ati F&SrENFITS SPACJNTG TO li HAS STErh CA-rFRMPi IN C I) UNNNfM Li liMIAPICk OF JAC 5CIIEWS. INTO WOOD i,,Ait HE AS IFILINCATED IN TI11% GROWING Al,)R W;r Iii N.GS WIN Sit)- FAP ADI(ji f0i Mi AND WIND RCSFsTAN(;C PfAs BEEN vO,li tm AccORCUPi miH lqcysm IbCtti.? OF (A) MINIMUM PtIVIVRADC" O� WOOD 90SHINC S'M.L Elf 5/6� ','A- V 20 �Ci lJSED Si it[ I 1/7- t0fr� MINIMUM THE ABOVE MCNTP(i CODE AS PER AMERICAN TEST LAB Ov SMITH FLOPIUA REI JOi ANib ii C9, A5, SMOi STUCCO "t�l. MC� I' MINIMUM PUFF Viii WITH NO YPkr,O prk SET) `2_99 & ATM C 330-02 .51AINDAPT`�, ANU APTUARAN ]CM1W, LAM SOUTH fiLURFOA FICIFORI 011�301-10 AS PER )AS 201 AND TAS-203 I-OVOCULS. VIC: AS P�,w CAALCUkA-,IOFP-. PfATONNIECT IN ALCOROANCE ii SECTION 1604 OF THE ( 5) IN l-,,i 1HAt F91CASI STORE. OR PRECN,�T CONCRETE OANji STU070 OR WOOD BOARDS Or PSUND 014 TfIC CkilwnFr` 11CMIDA DIIIINATIC 1*1lrlf Pli ArtiCilOPS, SIMLL RE ION, ENOUGH TO PEACH lK i STRUCTURE BEHIND SUCH PANELS AKMOfUi SHAI- W AS MF,NI[ONFCI IN C 1), C 2� & C.4) 2 AtL AtUMIN411M FXTNU5tcri5 FG RE 0061-16 Ali AND ICMPi O,ti OTHERVi Ni Eft- 1,41IFF-T 7 FDi A11HOW, li-L, BE IFTSIALI ,0111110- At'. (,V IIIJ H(ILAFMJN(ADC.6 NO ]iPfT`AFK.:AIIO.% 1,, fif ANC110i A1.01I.-TIMIN l At- AIVIANOM Oli kAlk 031,0 AT. T-I,01.,Utff-� SHALL HAVE 310t-IT14 ALLOY 6 FAINFLS i A',SCJ BE AIS'Ai f4QPj:ONTAkLt FIN-'011i N57ritrLAITION OFFIlli SHOWN ON `UICION i I-POT'i 6 (N-PITS 4 I -it STILEI. SHFrj METAL PAIDITIS �FFCIL HAVE 3TRUWTURAk Ch.;Ailrr �TCXI. A$'ti A-G!3 (,PAOC PC MITAMILM, C, AT) GkVANT'ITC, 141I t,; OFAE" 14AT MEAQTTRS0&(D SEPALLI MCA BE USCG. Si Ut�YGNAIION Vi 1:1�2 11, PAfIfP RUi 4 I SM,I -31 TFP RCS-ONSISli OF THE CONTRACTION TQ VERIFY THE SOUNDNESS if FITE IFFANCTUFFE WHERE 'Mi i� it) Of , , I At ST.IFFEVIS YCI FF V.Allli STEEL X1 Orr !IOS AASI SCRICi CP :ORINDSION kES,VT'ANT LOAFEC CAFTEPON 51111- At, PER DIN ATTIPI lf� IN'tiORE PREFER ANCIFORAGIL THI� DfUli STILL �.i BE ArTi M CONCRETE EFLOIT. Zip I IRFPP�h BIVILTI-K5 50 ' " �4!FF W1 SO Eji, YIELL, STRIENCT11 ANO 90 kji� TENSILE MtNi Allift 5FIA,LL COMPLY A/ 1:1'.PPMA HLFISIFIG 1•01.11! 540UN 21, ILI'. I I) [Ii ki �TCAFW PHI' WIT" LUNUFt,,S )NIP GET' AS PC? ,-ECTIONS 1. 4 -. 5. 6 Atilt Aj,TFNkATFVt1l Irli 3W III 4W ,I* (CAN soLrts 4, !I, i At 1 FESPFcTFvrLY. SHALL HAVE A LCOIXT AND RFACILY 'AS98a MARHING INSIRUC11- 04 TENANT TO E, BY 17 TO BE A�lj A, 30' UATY,i MT11. OR THS, 10. St KITS S7mi Slilf! MITI 3A "� IANMFJM (ILLU SIFIES-11TH SECTRE rViTtS WITT, APTILWASIr RrIWONCICUENT OLRING PERFOOS Or til-AFFICATIFf WARNING ? Am-(� 10 *At Sli HE I,I, FOLVIFINt, 11 IMF. INSTAIJATFIN L-TAITTAPPI10P 'l It) ',EAi/(, Ali All SHFUTILF, QUMPlNi ktif,(S Iii RENTAL% IN ,LFNT1N1-,b1, -UNi Wlill VM1 ULTPVWINiINTRVONEON III) ft� CN115O.14 rvvfFEU c9plim.1t - 1/4-0 TAIPCON ANkS MANUTT'ACTORITO NY LAW Bi ?N( A411 I". 1192 FF..) IZ �,;Fulift PANEL. INSiTALLAILIN SMALL COMPLY WITH SIFCS INIK.T.0 IN ,.Is PRAWFir llws AN, 0111(0111 .IT) 11114K. kici-PLAIFUN" I '::FP#,.,tj'e" CAl IN ANCHORS. AT, MAWNACIIIREII ET, 01i !NC PROWC"� If, WE 11FT41GLIC.Itti WERE PERMIT "� ii 0 1C, �' / ./" SOLIO Sit' ANCHORS, AS DIST hni D" All "ll"T SCPFW "T A SP71"i C 0 i M. I', � -I'M oli I 13 (j� TIFFS PlFQLOIJCT "ALLPAIDON OOLUMEN't IF C E, I ETIEFARU a, THIS ENGiNCEFF, I-- CZNi ATIC i Ni FT-W,D1 IN-Amia", ITI-111 PANFIMATE fLAUM1. ID 1, PANCIIA47C Pi.,Ji ANCHORS, AS SANurACTkJ4LO 0,' Ei CTON-,�Fi PROOL)i 10. A ',li SICCIPIC Pil ,, PFICAT -E SITE (`ONDri DEVIATE FRi �,E P(,) 1/4"it z,ANAL "Lin ANt:Hi AS AUNUrALTUREC fitr 'EWALT FIC Ih� r,:,NIRALIQP R) HE FIESPONSPOLF tCIR Irt SELrCLEF1. VI)R,-`MAsr NNIS frCSIALLATION INCLUCAFT4 UrC S,AFTE�f Or THIS F`IRODUf7 m1ti; IN I`Rs PC(, P`Fi T.E/S.t Li 140, Uk`YAIE P`110. 3111 CONEPIT,ONS L-AINJ FIN V'T" !"t-Al I � MINIMUM FIATIFLIMPIPPRI OF iMN;Lllf ANi INID POT)KIi F'C,W'RC7F liHALI, At I 31A'. 2' IOR fLQ0 PAPPILLWAIL kill,', I CONSTROCTICH %AFLi AT SIC IS THE CONOTArl'i RLSPONSPEi , !/4- (CM ,'.AMN. PAPPILIN ANCHORS A 2, , . . ALA. iN & SOUPO.-SE-1 AMMORS SHALt EK 049i 1/19' lNIO THE POLT CONCEIFIT NO CUBCOMENT INTO ,lli� rvALUAPCN DCl,jilli IFFILF HE corit,,Ilrri NvAUrj it UOQ,F,fj (,) Tm� PROD �Tk 'CLO SNAI) BE PE,E4I 1/4' 0- �O W,R(WS Lt.LU SHi RE I 1 �7' 'OFIC mi 011OULD SWCCIO kyIST (11 "T SF`fI:Pii "i "MI fit PREPTILli IP A FT URIQA REI:F�'IFFILL) �Pti;IPPEFN OPH Aki:Hfi I WP41- WILP K',CAT 711- ANV T* MINIMUM FUN WALL' , Wi NO 51l)TA:IC1. AND MAI BE HLAUCO :,(.Ptli QR. ALL YHREADED SCREFIT'S */0 MLAL% CNGINCLR Or RECC,flif) rk (I A ! FOR THE PRO,IECT AND, Ti *;,I Sit PEt,PONSTRICE FI)EF THE i ii WINE mi "Ri USE OF THE Pk n (.NrJKF,fF? OF RECORD. AGIFNC. A�. A OfLi 1!.NTT-NliTO THE r, , t.,:1,T S,lk. ,LEM, ,,,, ,k,S i t,.E �,,E F,jF.,rX, LRA,i F,,, Pi A �, . (A�E I-r PRECAST 5rONI.. FETCASI T-,GNCRE`Tr� PANELS. PAIII STUCCO OR WOOD )M I' ED F10IN!" CPR 7-t OTSTINC INALL OR OLOOTI. ANi �I�AJ, RE ONC, 114011GII It; REACH Tll,' MAIN STRI-CIURI "TIN '31J% PANE13 �v� Ti--!�S FL,'l SMALL 81i INC UAR APIL Okli SEAL ANIL, SOGNAIFIRL Qf ?HE FFFF,)Fis�li ANCHORAGE Si Fif AS MENTLATit? IN Ii AN(, III A�Y) (hGLNi (A Rhi THAN PREPARED !T III) 'C-C.XJSTT1C CCFNCHETI ""A WALL 06IFFI_ L, - 90 t4 -.jLHlT1[R,,MAN4;J1ACTURER . S LAVCL SHALL. BE LOPI ON A RIANLY `A:MLE LQCAY,ON AT STORM T/4" 0 TAPCON 414FORN, AS MANIJIFALFT)FIFFIET TO I I OF FT Oil: PANE', 51 TrR IN ACf.IORCANCE Al SECTION 17099.2 Of FLOFUCA BIALOINIC COOT. ONE LABEL . - ." ANCHORS. A!, MANUFACT.RET, DFWAi ,N( � "/14"Fir 'i l4ii 8 ?"I . r TPLA'Cr) FrA LVCJlCT COO'ENINL LAKUNi TO ,`,O%FPT,1 At- �fi`qi I 'N � 3 QI* - rUORICA ISLIFLDIFIr, COOL ",".1"iV SCI ANCHOR', AS DISTRIBUTED Ffv Al I POINT SCREW, STOP I & TPPL0i F�O A .... '14 10 LANE MAIL Ili TO AND FANI'Li f-US KIIORS AS VAP4111ACTFIFFED it' fi CUr'.'-ClPLYN Pit 20 �MIDID"'11 11 ' 1/4- 2 ?AMTi t1i ANCHORS, AS MANVFAC1,FSE". Pi OCIPPIALT. IN( ,iii% A T, . , ,�ii . :1401;�."'i 'E " S ') 4tN,M,,M FMOCOMCNIT Of TAFC.3N Afri 171SO ITAFELMATES AMC ZAMAC Kki ANC,cip, A�. .Nn) Pri , G N '.., " S, !A . L� (AL71C. �Nfl S.10M, FIT I I/.- $' .. ' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone R IF CALK IN N SoT '3(1 ANP,MOPS SNAIL RE FMbLOOFT) 716* NfQ :HE CL)MCRIFTC FRO'K-A TINT W.J t&L,,iI`NlU,44 67 I iii I.- At i 24 GAGE GALVANIZED STEEL STORM PAW 11 ' - I -. SW0.0 SPLAU CIE. PERNItt" 1/4' •0 20 SCIi USED SMALL K •- 112* LONG MIN"'i s-QL'L,v t'i f,cs-, Fir , ---" � -- -1- -,-- -- ANO �' FAINIVI r1i III FAIrl, NO STTi , l ��*Pft- -r'�- , I "! L ;t- , 4 GLOBAL ROTE "T S - PROTECTION PRODUCTS, LILIC. H, S .$`.. �TATF F ' - i, 11 i. : C I " ' r �,- 0, t t) PP CASE THAI EIPI SIIONII. OR MICCW COW,PET rk`C.S�s `!CC, OR WOOD BOAFFIC 4�10FIVL L TkUMIN - -T -,w- i"i a.iNir -a;we� iiil - I ,"Pin, -,--.- /- 'r� ii--"vi -1 I 11114 .", - ... - AA - - - - 11 TH. . ', _P_ , . - i.I.I.I.. 1. 1-- -i-1 I..�-11.� 1. IMPItIMPT, 20-175 ..X!;TtNG WALL ANCHi S11A11 BE IONG fNUl1GH 47APEAVIT"! F !"RuiLlIjEn Ull"NO ,U,:�Ot,,,z,,x&,q, - .. i , . . Sit IIIii A� _,.CATUP S,W, RE A'S MENTIONED A E` 1) I'D PH 8 2) OVAL 4 .- P- .... .. .--.----I-11'. �-n-!q:�- �� .-...---,,-- � I. I, .N.--/wit, !?T- it � - - - -- ... ---- ...... ------------.---- ,�,-----------.,.,-----.-----.---.-- I%%,%' AN M A� TILLFTF " " ...!- f-----, --t--- -n , FIT III Ow, i F.11.1 . , -,-------, - ,---------^" --,----------- ---"---,----,----- ----, INSTALLATION DETAILS FORREGULAR PANEL',,j`T` "Rf,.ALI-Pl INTO POURED CONCRETE OR CONCRETE BLOCK STRUCT � -URO I' � POURED CW-m EXISIING POURED CONCRETE gS"NG rW,RM PLOCA Oft CONCRETE Ei ACCOUNTED I CC, ANCH011 cot��Lit ANCHORS * "Mom I (SEE SIGHON �- t (59 SCEIC OLE ON T, ,,, tASTING POURED 9 THROUGH ICI ��tii smem. 9 OTHROUGH 10) `, ( CONCRETE OR * I , I , ti CONCRETE BICCX - ji " - I ID (�) I,.-.-.,- I I - RECIVIRIE -sr - -- � . I . .1 . 11, 1/2* L - .. - 11 /2- j f 1/4- - --- ,1/4 It . I q. mc - I - . -11", - � , � - .--- .11 -- ,-- MAX . . - -�-- WAX CONCRETE ANCHORS ; . I I 1 1 P f -,.-.-, I I I . I ? (SEE SCHEDULE ON - � -1 : L.L i SHEETS 9 rm"kk;X;04 to) I � I I I'D 11 : I 1, t , i I I I 111,t�11'1 I ,T�/ /I 1, , , , - � : ; ,� 1MV , ; """i fi , . � - ],`:,�,, ,�. - 1. �: 1, - - I . ( '� : I , ",. , : - " � !� � I -�`�, I - , 1,; � il I �! It I .1 4 I . . I i I 1-1 I - : : H I`l- - � I I I p 14. -� L D ,� I ", , I "`;a�- I I "I" ! I 0 iS ; M.- I SEPARATION I ,A 11 SFPARAnDN ; I (ii `M` � , , � GLASS TO GLASS. , -, I tAr rom ma I To I " - oVFTP i : I rx's"IN i ME 'ft.vn' �, , ( "* i " (SEC sckroutj •: I I I 'Li S6,Ov 3) # ! 1 ON SMI-I 1 3) �jj i, CLASS N I tENCII, .1 1 1 � i SEPARATION : - - I I (.51 it SCHI OUT T FT ..I. 1H. IF 1 j IF TO CLASS I PANEL LENGTH I I ON SHEII77 31 11 PANE, LENGTH I I ! I C , I -1 (SEE SC14toi I (SEE SCHICOIXE I IT)FICIll ANCHORS 11 11 I I (SEE SCHEDULE I ON Sri, 3) ! I ON S.w 3) -- 01. SHEET 3) IF I (SEE SCHEDULE ON 1 ; I' I A I 0 1 1 , ' 11 I SHEETS 0 THROUGH I Mi I i " -1 "i � Wx I I � [XISIF"i ; 'I. i LIuSING, I I i I i OF 'I' GUASI, 11 I E �, I -1 ! I , . . f ", GLASS I I � � l F I MAX 11 �? ; � 'f-,t- I I I . . '; 114 � i) " 1 I I i D I ! *�i Poi 11 I I , ;, - MAY I I ' I IT, " . I ,L' I I It IT, FF ,/.' - . I I . ' 11 I,* � ! I E D I lt��", ' ` : It C D. I I 1� � I I � : I � -- I I I. t ifl�l t , " �11�=-- i� [xS,RVC; rokmEn � I I I - CONCRETE OR .. lar Ii- 1/2. C, c.I 4;z-- 1 AS APPLICABLE) I W , ;I;,.,- - PNANNXX Him CONCRETE RUOCx CONCRETE ANCHORS 1 � I � mm IN sm./OR I -=� r . � �j 1 I 1. REOU1,111ED. � I I ISLE SCHLO ILL ON I - - .1- . .11 , � I to) -.0 - -I)- I/.---,- S, i At - - ; ' ." 'I SHICTS 9 TiHJROUGHT 101 4 ' I I ALFCFFNATI, - I' `P" - 9 IF '/7' 1 � I *A(t4, WHEN sum � ) R' ' . - � 1' r LEG IOCATKIN , � . I I ARE USED A, W/ EXISTING FIGURED CONCRIFIE iii . K-PI I � I ON CONCRF71 ri VANELMAIIIS W7"Oh ALTERNATE CONCRETE - gNMEFFIFF POURED CONCRETE CONCRETE ANCHORS ART USED REOPLINTIED A`XNM OR CONCRETE RL01i REQUIRED STAGGERED W/ STUD Par SCHEDULE ON (SEE SCHEDULE ON SHOCTS 9 THROUGH IU) SHFIrs 9 THROUGH 10) I flu ... UNTING WALL MOUNiffiOECT NOU SIECHIJOINIL, I "Afflgr SCALE 3/8-l' ErAr 3/li SCALE 3/8- I' ", "41. r 1. I ", I . . ....... .1. . . . . . . . . . . . . . I .. E ... FLORIDA BUILDING CODE (Non HITEPT Vell.clfy H. Icons zorili I .. . -. MR., - - i ... 40.44167 ` I 2A GAGE GALVANIZED STEEL STORM PANEL Xe- , . *: - ,- .------, Zi I -- ---.--.--.---- - - - E.D. "EDGE DISTANCE NOTL-FQ1R-CQMWNATM-Qf-.SE=NB z : * - ,*- I '/I'/- - .V.. , I - - \ STATE 1i " -�3- - I.. / IILIECOINC' , GLOBAL PROTECTION PRODUCTS, LLC. FT .PCL 1; ,P'- . - (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE i � C) '.. At A iiii I FT 51 aw, •'gaiNtRIPPEP C44FT TIFTO A* . -, O.W. FIL 31I , ii SHEETS 9 & 10) COMBINED IN ANY WAY ,'O SUIT ANY I .... Ii � , ... ,W 'n'H, IF INSTALLATION , � �i . - eml- - Oem .1-1 , (,)W$-�,s. PAT to,"$-67.7 20-175 , �� .... � ... * - - - - - - - - (TIMANIX, Ni -!-:��-R , � "i 41,1111100;MiPA`�./OP WAIT GA -'l i !� ,,-,. ,F,P�- ;;w, -. -- - -------,- -- - - rl.o"lgA i , Nt or F�E--T-` 7 OF-,; I --- - - .----------------- .- -.1--l.- , .. -- ------- -1----.------ INSTALLAT19H DETAILS I ,ri ----.---.--.-----------,--------------.-,------ E9JR--REQVW.--PAffJ.A!JN-TQ..N= I - . ALTERNATE LEG A'AB" (NIP) EXISTING WOOD . . I . fUCATION BEAM REQUIRED F`1RUCTUi i ADEQUACY OF EXISTING WOOD ,----, I BEAM TO BE CERTIFIED BY - •t3 -, EC - I J, REGISTERED ENGINEER OR ARC141TECI PRIOR TO SHUTTER i " (� OKSTALJ,ATK)N I woori ANCHORS ALTERNATE WCi ANCHORS I -'--I_"'-.'.. -1 �.1 - !- i - - . I (SEE SCREDTILL ON iSIE IT) SHEET SCI "DUE, ON IT, .. A �31 I �� -, - ED -- ED - ll.,4.00 0 r" Ni - XVPNR (M ,/.�"Nll 1-1 .. - . 1-,C. ftml SMPm I /., ! ,;I - 'I'-' ��� ... � 41; , . 4 -T . FF/ I. 11 1/2' 01 I - - , , MAX WOOD HEADED . j - . , " - I I i'" ii - - P -- I---. - I I EXISTING -- , ) 1, - , - , - � , : REQUIRED 5��- I . 1 ! I i, I � I L I i , -* I ", ��,w - Rilm Cii , � I "i ANCHORS 2 , - i I I I , 6 ,/I. III; I : (SEE SCHEDULE ON . � i I . I : I 5, WIT PARPOIC I 1 . �i I SHEET I 1) , - - - -1 I 4 : I I . . 11, 1 11 . I GLASS (SEE SCHEDULE f � I, I I I I - j I I (IN 51,107 3) 1 ;v 1, ii SEPARATION S ;O GIA5� I I NA' ; AlB, ,�, I !I (m "imma , " r-ei I _ StFill 3) ( ,; S,MrQi ! - I I 1,1.1iIi' Fri I LEND -I I ; i umi OVA 'L' MAX 11 11 � � III A4 &a - NNLL (SEE S FOULF I ! ,W 11 , , - 4 PAN t LENGTH (SEE SCHEOW ON STIM 3) lu-111� . i I � " r-rl ON SICIET 3) - , - I , I 11, , : It I i I " 01 1 I I - 50 11 TIOS I ( I OF *L' I I : I - Or ILI I-- ! 1. - I �, .. " MAX 0 , j" : M" T-5•� -, 1* I I I'I. 1, I FINISH: I '.. I fiII 0 ,2 V2, C) C; 1 I ED i .111--- . -Nil --A.- : -- I , 1 '/2 ,/-,.-,i I I NO Ait .E, I � , 100 1 v HEAD Ai IF "5r I sli -j I I -----,-.----� �, i-4 . I I I 1-1 - � WOOD ANCHORS :1 - i Z-Xiir WOOD DECK REQUIRED 2'P-' REQUIR*000 PILAIE ED I ,I * " I I WOOD ANCHORS KEovir. ON (SHEsu scET - (SEE SC"COVIEL ON 3/. , , - 1 I 11) I SHEET ,I) t P � '. Mi - . : CEILING AN12 ELQQR MOUSING i I �ATIVE SW SCALE 3/i BUILD IAIFAN -OUT MOUNTING ALTERNATIVE 4W SCALE .i/8-1" " " ':.n�Qx .0i NOTES, / .. TLIZEfi ".."A Pir .1 s z : " 't Z KQTLjD"QM6INAI QF-1yJMh5: NO. 44167 FLORIDA BUILDING CODE (Non High Viliocity, Hurricane Zon --i . I I INSTALLATION ALL. ONLY VALID I OR MAX A 5 U t 0, - TOP Fit, BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p s ?) AND PANEL LLNG I HIS i ,� W 6 * E .2m Mlm� - 24 GAGE GALVANIZED STEEL STORM PANEL ,�, * STATEOP ." " aPPAPPARTIT, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDUIrS ON SHEET 3 , CIE. 4F - , 2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD - 'i, * a SL• --" , F- ; - . - i \ --,-,- -,-- -- - INSTAILATION � 1� I., . � inSirtim , MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC - T-� I - 5 TTE-C 0 emic , GLOBAL PROTECTION PRODUCTS, I.I.C. tift 0- - - I , --t ,�iF6 � - � , DENSITY OF 0.55 CA EQUAL. , Ili � -. - -- - -- --- - - ., "--------------- , --- ----...-.---,--.,------.--,-,-, --- ---,.--...----- -- 'lT -.M cow.- AA 111. 0100 S.Wi. 51 UNFIT t 11iCA: ,,I",A11111111i -.i.-1--.1.PCAN N,.--11-",--� (�"-"M.-.roe+)M-t" 20-175 - .-�710 ONNGN, i 14.11IPATI4/AiWALTIA A PLUT I, IF fw-( , - -6-111 a) a) � .9-- V) -m >, a) r- -I-' c.0 .6.N = a) 2 Q c -o Cm .& ia 0 -0 0 - a- � - 0) -t-- W -0 0-0- 0 - C 11- L- a) CU 0 .0 -4-- CC 0 > . Cn a) L- 4-, 2 CI. = IPPP 2 M -0 ii . - -600 W cL. N< W.,i......... " (D (3) (D = =3 ICU > L- C/) 0- CDL e< a) -4--i C-) C- =3 -0 m 0 L- r) 0 a) " W CC L. rn =3 L1j 2 < ;z z < -i (L SHEET NO. SH 1.3 IT I I', I � I_'\ 1 ,,,3 ,(L .0 •® OR POURED CIFUDLOE •�1 `•7/ ^:Y CONCEDE KMN cM VMIF5 1 I 4• WOOD TOME 5-FIR0 dC T, - WOUXN POURED COMCW . CONCRETE 1'. i . \, I N.1- 1 _ r .'.. 13 .- r VOWED COMCnLTC / APta+ eLocX W r.+' woou ITIAIIE T 1 � / T ,/z' WEOURCD r..CRL E eUOII (7i "' 1 t. ANClrat • 17. O C REQUIRED EDOD .RAMC - Q 4 Mn- R[OVIEO 1 Y, 1 Ti . "','vI c/_ I 13/i I - 1 - AA.E I l' � ANCHOR t ]ION Mn � IMiL,INA F LLG LUG eNi]' O r. 1 7- . 7• . .DIN• ro //J� sr mo „J` , �\._---'/ S :• . s• ..o5s can 1. s MI. To< L o]J E Aw ANGIr ON M 171 - •,�( , 1 .o60• JTOS-.`:A SNFCI - --••- •P..'• Ms1AL Iw I' X .• X 12s' : I. I '.. -r 1_ •-••. , N e[M PLAT[ .... - .- , 6053-N61AOIM 2 1/T- '\, / _ _ I / 2 COIII. µDU. ANrRE i Mi. / If... i '/ate 1� ' "---�..,..---.. -.. _. ._...»J Ma. CAP /. ,/.• P e0,1 i ..• . O)r - • 12" OC 3105-H,• OR 6060-16 N10,' W 'NCI NOT Con, NAAn HIRE CAS l�_(PLAN) CASE B tE Al I CASE C (PLAN SCALE 1/4--1• 5(AE 1p♦ _I• SCALE T/4"-,' ' 5X - (MIN PANEL OVERLAP WOND OPENINC MOTH) 4 POL,NED COACRDE. CONCRETE : 6LOCX II 2%4' %C00 rRAME KQUIR[0 C X - B 0 DISTANCE CASE E (PLAN) SCALE lj4•-'' saJ-I6 ALLOY CIYIH7 , ALUM r.• AHGLF PRN 3, / r tAPLON • ,x' Dc =D( 1: _r P- _�W�A 1, ' "/,• GP t VOURLI) LO ICRETt. GOTICK7E r. WOCtt OR 2',4' WOOU INANE ., GUFRCD CASED (PLAN SCALE I/4--1" L I I SCUD- :ET OR CAL, - wit. I OR OLEO PANLINATI, •`'. POURED IbNeRETF I` •,'\ I * ' 3 •O 0 ,(9 LIR - CaICXDC `- M aDRO'�11 ; FEMALE d TI TO PL ((Sr] 1 COIKwD[ idOd( hP •'� VMIES 's- •) � $ �� OR 2'.,- WOOD SOTS OPEN SCHEDULE DN 5./IrS 9 TRAM RLIKAR[D 'Lt APPLICABLE tC • I, , T'N' woon .CAME MMs-I \_!! �; 1 _ ( • (I' I:, VAfiES I"/ (/,) OR 1 � f j :elm W/ —GOLD vwm, A 5' 4ru. I I -' NEAR FIAT FLANGES PARALLEL . r0 _.__- . WALL n[]ER Cur VIA) PARR) I. I " ) , / I --- -J ---\� ./.-,.1 ::� !`(fir �4SE G jPLAN) I° I' cX. LIR;:AiAI,A _�l,(A3„.,ALIT/rN,,,� ?,r'�✓\•'� lb,Y 5(�A.E 1/4'. I' r-F•.'9L •�,•• �\CENf••' �9, VA-D FOR DIRECT MOUNT INSTALLATON ONLY A Lr '•' CERT'FIEU PANEL INSTALLATION AT WALLS W/ .• No. 14167 = SURFACE LEVEL VARIATIONS WITHIN 1/4- Z *' * (* ? - FLORIDA BUILDING CODE Non High VelocityHUrricons Zon CCASF.. F (PLAN) - F '� i OLRCA .Ic P. 24 GAGE GALVANIZED STEEL STORM PANEL SCALE 1/4'.. 1' f•Ey 's, OTC [DR IOp,.,;,�/� - IGLOBAL PROTECTION PRODUCTS. LLC. cIN/f+/]wo w,Fc. ,. I 1;�' / �I L E C O t ll c \. IrF III / ,I1Y ..2,'�,,�, L-- run r • 9".uRIN. coMP.n .eW SM S' 511aFi o s n 3v'1 ]4,. • r # WAIN WWNMN R Aw I'r- GAAt M.-,W V. aI) n1-AA M.D.E. (6S.)m-2e.a IM I/N)ne.M)n __ _ _ 3r1Y,,3X,WW . SAE -ie A IXIf. - l I] LlD-17S_ 5M,„,,N.E n A or I Ar. y - _.tIAIU --__ - MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SrIJEnw E cOR aEruLAR STORM PANEL ]a INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES iW THRU 4W, ON SHEETS 6 h 7) MAX. ASD MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 i 7 111'11ABLE MAXIMUM DESIGN 70 TFNNA PANEL TATN;ON LAG SCREW PAMALr -'- PANEUS ,WOOp BUSMNC PRESSURE DATING k ANT CpMINNATION LENGTH i' (D 4 rl 10 .HALE ro Plus Or iMEu (R ) 11- 13' ,!' 13' ,w (TOP) _W -13 ... moiic - __ii 5 1/2' ._. 1.p _ _. 6 1/2- .. 5 1/7' ..- 6 '/7' _ (TOP) - --_6.. - __ ..9 1/4'.. - 12 I/I .. ,--,/. (WTI•) 5'�• tl -fl e - e: .. -_ IN (TOP) LESS _ e= n _ e' e' .SIN BOTTOM > ... _. _ _.. - -.. - ... 4 .. AN(BOTTOM)OR I LESS 13' - 1I' -. i1' 13' - a ,/7' - - _ w (TOP) -_- _-- t]' 13' I]' �]- 8. IW (BOTTOM] 6 1/2- -6 '/2 6 1/2' 6 1/2- 6 /7' ROP) e 1 1 - / - ,7 t xL / a / 4' ( sorr 4 ,/2' 4- 6 1/1 6 1/2' W (w) I. TO 14'-4' 4 t/7' ♦ '/•' 7 _ 7 3W (BOTtol ) O 1/7' . 9 1/2• _ 12' .. ... 12*.--._. a or ,3' ,J' 'J' 6 1/2' (BOiIOM) • SEE TABLE /1 FOR MAX AS.D. DESIGN LOADS h MAX PANEL LENC. HS WHEN SPACER 1,03 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAN ASD MAXIMUM ANCHORS SPACING FOR GD - AS SHOWN ON SHEETS 6 At 7 APPLIC411L[ MAXWUM DESIGN TO TETe4LTNC' WE PANEL YWCON LAG SCREW PAN PANELMATE tE P ANELMIAiE IY000 BUSSING PRESSURE RATING >1 ANT COIBRNTION LENGTH L (D...I.I FEMALE ID PLUS OF i QY fry) _. ..--i3. I3. 'r ..t 3�-. 6. I* (BOTTOM) _____ _. 6 1/2' _-_. __ 6 1/2'_..,, _ _ 6- 1%7'- 6 1/7" ___ . 6 1/a .__..__- 2w' (TOP) ... __ - ... - _ ._ - 6 1/4- . I-- 12 '12, -__._ 6 1/1 _ 7W (Bon•) S'-O' T .. I -,/77. e: - „ _ .IN (Top) EXH LESS T..I 7 tl' tT JW I. INN .-IS . -.. 13, IJ• 13' .. 1J .N (rOoj >.45 -45 _ - IS 1 3 I 3 13' _ 1 ! 4 _ - _ w IIDTTOM ) ro _- I. _. - _ - - - _. _-6 W 1 1! ,3 13' ,.1- 1/4 • (EDnoLI) _I 6 /7 _- 1 - - IF /7 - 1 . - 6 /2 I 6 /a 6 1/2" - - 2W (lop) / / / (B ) -. ... _- _ - -(BOTTOM) TO 5 S ,/2- 8" e' SW IJ 12' i3- - ,3 - 5 1/2" 4W (IOF+) SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS h MAX PANEL LENGTHS WHEN SPACER AN IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHELT 6 TM LEJI e A.S.D. DESIGN LOAD MAX1M1111 PAM! LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-1O" 6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FpAALE 10 OR PANEL MATE PLUS ANCHORS At W/ 9 SP(p0i'ALWN4 1/2' O.C. 1TGP i. i TQ,.pMy ✓+'Iyy, 3 . 'ENS ''-. VC4'E>, i : N 44167 x *�. *� _ ATE OF - 'sOo' OR10 -'� �"yr eR,uo +NTrm tM[ 24 GAGE GALVANIZED STEEL STORM PANEL rAAYw B. LL EET C O lee..\ GLOBAL PROTECTION PRODUCTS, LLC. LAR „o i owMiflG� cm,u,r ,Boo Is. el SIRED Ir # oIA A.•P,U n MA« oMw• n ,"'. 20-1 75 .n.-.'w .' I.n-,K„ NaML tu•XEeL-t IM (.e.1 -1») ` T —' I- T 1—'-- - tYIAWIFN • INSTALLATION DETAILS FOR LIFE SAFETY PANEL ( -I) INTO POURED CONCRETE OR CONCRETE_ BLOCK STRUCTURES I/4•41 IAPCON EXISTING IWO 0 ,/.'. lwco. _ pxisiv H4 POLLED AWWM 0 0 O C a'A1CArn OR ANTI -OR a 9. 0 C CONCRETE ON / CONCRETE BLOCK CONCRETE BLOCK $ gfoLwm'D. REouwm j I t2.1 (2) i MAX ... ._T._- MAN to- I f I Iu• , ,� , e I . tl 1• WTI I ' N I ( 0 T PARA!SS I N I '/.'•.la•' ,I TO GI ASS I ,/•'•-II^'' C Sr1NCy ,6+W ROTA W , 11 a , ; 1 0 .atl W/(► GLASS /. ' IA O.RA� IT Y M [A OWM.IP' 1 I 11 LL,#AIM�o•4 1 LXISIR -p tl .�I 1 GLASS p N a l 1 // ' -1 MP,. N I , 1• AAA. tl I PAVE ' f NGM a � , 6' PANEL LLNGU, R / (SET C.[VATgM R I t (SEE LLEVAIRIN 3 V N T, 1 6 ,• Mu, i 1 ON SHEET I]) e ( 1 ON 5HQ'1 71) N- SEPARA/10. , ( IF I i I S TO ,LASS I - I R I I D i ; ,1 ) 1_/) I 1 IL ,,i a I I , 8. LU• 1 L1 COMRIE POUTED I I COFFINCRETINGTE POR I CONCRETE OR i 1.41 CONCRETE RL . E I S REQUIRED BLOCK CONCRETE CK TF 11LOC, . REO'JIfD • I tf IA' DL R(aARfD 1 IR,VO) 1/4-. PANELMATE PLUS - Ls ANCHOR O IT 1/2. OC SCE SWETS 15 a is Cal ANC -ORS TYPE • SFA1.G FDA MI Mro WOOD FRAY[ ■AaNGil MINMW ANCHOR SFAC 0% ARD I/'IMWW EDc[ OSTN ARE INDICATED ON t45 SCHITWIJ. 100 LD LESS THAN MDCATED ON SCHU XK[ WCUtC ANC.OW SFA,NG W M,ATiPLY" SPACING 9CAk ON SCMEW'S M THE IOLUENANG CACRXI FORT THIS OPERATION To K POSSIBLE. REDUCED Sf4CMD IME IeTAD .'SPK FACT"SHALLsHAN07 K LESS IMAM MNWUO SPACING "ICAIED FOR EACH NKHOR IYPf ON IHa 6EfYDUTE 1/4-. 1/i. AIR711011 H1e ,M�p PAMDMLR FUJI YMYW. NGI01� wom _(mi 3 3 •Mr #Ir i&;;;; CPS - ---3 - - omA.a •., ,o.Lr OIM ll i ; 3 'n Ac1I/l R Llop9t RAJ MQm I I/I' 'm , ,n• ITT, ,. 0.0 ,.00 _ _ 11 )/4'. PAN[IYAIL ••, I. 1 - ANCHIOR IRETON,I WAALMOUNTINGS ScAIE 3/0-1' 3P� ' v\CEN ��:Ps I. III PIIIIIQT 6. It 07 / c o u n1Ew. ,s 4.7 o'. 9oF'• STAFF � _ - fCOR10�, � �" - BUILDING CODE Non High Velocity Hurricane Zone GAGE GALVANIZED STEEL STORM PANEL r r.24 Rr ABAL PROTECTION PRODUCTS, U.C. NOD S. 31 SNIFF. n•OF. R MI. Aldi (W)6ep-75M, TA! 0,.Wo_.nn m/n/Hero DINE _-._.._.__ 20-175 DRA3N9 N - �I, a" ,N - .--• I SM,D Ia q ,s MAXIMUM A.S.Q. DESIGN PRESSURE RATING jR.adj AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGUL4R STORM PANEL ANSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELO INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 B 5) MAX. AS.D IYOWM ANCHORS SPACING FOR MIN E-D. PER SCHEDULE BELOW IIIAT'T'UC,BLE YIXIYUY MAX AS D. MAXflAUM ANCNg15 SPACNG i(NE MIN E0. PER SCHEDULE BELOW AP GNILE MAXIMUM DESIGN PRESSURE / PANG LENGTH DESIGN PRESSURE TO SECrIm I AN PANEL LENa1M tAPCON SOUO-SEE PANEIAAI[ ID ANfSAA PLUS INeAC-NANJN CALK -IN TAPCON SOLI) -SEE PANELMAIE FEMALE to PANELMATE PLUS ZAMAC-NNUN CALK -IN MnNc (C•r.) a ANY COF I ON Or IHEw IL' (Ll RATING (per) a r ()016ro OF I.E.rHFA+ L (N) TO ro oaM7trt ro NXINatIE ro ro Ce.ORIC carKEnE ro T o eoNrllerz ro I. m c9NAwal ro CO.IGCR t I ro WIDARC ro i +1' 13' ,3 13' 1J' -._ 13• .-_ t3' + ll' _ _ .. __._ 13' t3" _.__. :3: , -. __.3- J' Y '_- + , r0p ( ) ---_ _ ,l' U' 1]' 1J' _.._ IJ' ___ IS' _ U' _. T t]' __- t]' i3` )!' 1L1 In I (3pP) .__ ,]' _____.. T ' ,3' .._.... V' 11' .-._..._ ..-._. 'J• ._. , -_ _" U' ,]- ----1 tS' ._-_..•_- I]' ,J' _ 1 (BOROAI) 13• , ,J' _. __ _._ _ ,J' __- ,3' __ ,!' - _ --- tT - - 1!' _-_. _. I!- -- _ _ _ ,T _ U' _._ .._ II t/2 _ . J11 (eOROY) ____ IS... IS T 1]' I - 13- IS- _ , . .. t3. - 13, - IV t_S' -- - � 1]' j ,3' -- ' I]' - IJ- _ .- _. 7 fTOP) - ,3• r' ,3• -- -- i — -- IJ' 13• — 13- t 13• _ - 13- -. IJ" _ IY ,/2 1 7 (TOP) -- 13' tr 3 u J• a u• ,3 I. 3 r r u• 7 l ) Bo,. 1 ] J• ,] 1 r L a I +a• 1 } ' u 1• } u �r Al 1 2' / 1301T (BOTTOM) 7 OM _ _ i!' tJ - ,3• 1! --- ,]' 13' 1J' IJ j 3• ,3 13- 1J I e3 ,]' y! )' - - - '1' T ,3• - ! (ii)p)5. __ ,J' T i]' _ IJ' - •J' I] -- + ,! - 11 I/2 (T - 3 (TOP) - - ___. _- e• e' t2 ,/T 12 ,/2. __. __ a e' 6 I/,- e � 6 1/4• .. _ e' I2 1/7"12 ,/2• .. _ - a - B r - - . _.._... S. I e e' 6 1J. 16 IJI• _..__ . -. I I♦ 6' / : 3 (BOTTOM) _.- _._.- aP O ) � (R, LESs - - _ -.. 5 1 2 e' / , ,a •/2-l12 e ,/7 I a' a le e - 1/.• } 1 a z / a IJz'u e' I/2 7 1 / I __ e' � e• 6 ,J• e• 16 tJ.' s J (BOT104) GP R ) on tEss b• - _ e -. _ . e _ . .. i - a -.. -_- tl' ( { _ , _ e' - - __ _ ♦ (BOTiom) - _ _ _ 8' { ... ___ B .. _ _ I -._ a _.-. e' - „ - 1 8' i - -y. .... _ _ e' - _____ . (BOr)VYj 1P '3' t!: 1J' I t� 7' 13- U' ;]' ,J' U 13' 1' I 1J ,7. '] '. ']' 1 IJ '. ]' 1]' 5 (i(N) ....- b (fK)T1UM) iJ 13, 1)' I 13' 1J- : 13' E ,J' I!' _ tl' '3' 1.. 13" _IS' I IS' 11' ,J' 11 1/2 I,I IJ2 5 (TOP) 5 (BOTTOM) I]' 13' I _.- 1 I} i!'1 IS.13' IJ' IJ' 1]' 1S 13' 13' IJ' 11' +!- 1.]' 1 a '3 '. t!• ,J' I!' a (1'a') _ ,!" 1 ,3' _ -.___ I] _. IJ' _.__.. 1' 13' _. _- 13' ii ,]' 13' I 13' -t.__ - ♦ IS- _ 11 ,/] a (TOP) -. . - ♦45. -45 - I - 5 1/4-I6 ,/4' 8 , a'16 / 1/4' / _ I_ - _ 1 _ p 1/♦'Ia t/+' 6 (Bo+T ••) .15. -♦5 ._ i 6 t/4'�6 ,/a' 8'/i 16 ,/i --_1 -.. 6 ,/4' 0 •/.' a (enn.N) OR LFSS .MI -55 13- I S' 13 110 'ZI T 1- 1]' ;. 7— 7 1/7 5 1/2 I]- I• t/2. 1 flop) 13• 1 6' 13' 1 13' ' I6 '/2' 13- 6 1/T -i 9 !/r Ie 1/7' _.I, "' S 1/2" 1 DOPI IS' 7- _ Ia• : ,}' ____ -I!' it 19 1/2 _.._�_._.-_ 1.• ' 9 112 ____.�.-_-. IO ;/7 7 1/2 ._. _-_{_._ -1- I a• - __ v_-__ _ I (BOI ______._ 1S- 17 1/r .. _.._..-__ I!' ___- 1 Is• r __ ,3- -.-.. To- _ _ ,1- 10• ._-....1-- e' __. -y-_ _-.- 11' .-. a 1/2' _._.__. I rl!2 ) __-__._- 'S' !' 1 ,. /2 ,J r 1]• 7' 7 I 1 /x 1 /2 , 3• .. ' _ /1 7 (Top) D ) ,]' e' IT ,' 1 ] I" 3 T . e 2 / " 16 t' 13 /2 9, 2" 6 1 r J / 1J' 5 1 2' / 2 (I GP, 13I 7 I] : IS 1J 19 1/7 I] 9 1/I ,O 1/71 7 ,/1 3 '6 1/2 2 (801TOy) IJ 7 Eft I! I7 ,3 ,0 tY 10 11 8 13 :e 1/2 (BORON) 13• I 7' I3' I 13' ,.1 9 1/1 13' 11 ,/2 l0 I/2' 1 112 •]• a 1/2' } ! (TOP) I]' +7 1/2• IA- IS' I ,3• 10' '1' 10' � I1' i 6 tJ• a I/2- 3 (WP) jj -__ _ r , 1 2 7 2' / / -_ , 4•' 6 a / / .-__ _ r ♦^ 2 TB t / I .-_ - -_._1-_- 1 4 i 6 i 6 / __. __. (BOTTOM) BD ( ) -_-__.___ >5 e ro 7 / 'It t -' / e l, ,I / 6 r i / „ ", 1 / / y / y a , a' / _ n 3 (BOTTOM) ( ) _- >s e To T I 3• - _ e• 'S +Jr - I. ,] - - - 'Y IJ2• 1- e' i - IJ2' a ,Jrl - 5 1 7 : ,0 ;/2•t/ '/]' 8 ,Jrr 1• 7 , ] • (*(3p) ♦ BotTGN - - s 1'-• r 1/2 I T - a ,/7' 6 __ 1 e• I 7• u' It ----L.-- ,` - _ ,0' 8' C - IS' f0 , IJa'I! I1 ,. 1 x - . IJ2 I i /2 1- - T6 I/." . (t0F') . eDnou S IIOPj 9'-6' •1- 'Y T i3' I]' 9 IS' ,9 +r e'- fTOP) 1}" ] ,I' 6' ,3' _. I!' 10• ,C ,0• S (enTTou) ,J- 7• 1]" 1_ ITT , IJ /i 1 , , •,i , /T /1- 1 U' 6 /I rt 5 (BO TIN) 1J" a ,/r ti U• I ,1 e' 1] , M1 /1 1r 5' I]' 10 '/2 ,1• 7- ,S_ ] 7 1/2-.5 I/,. 1S' Is ,A 6 (LOP) t" !• .. t)' I!' 17 Ie t/7' 3 ;e I/7' 9 1/2' a T/2' tJ' S 1/2. 6 fIOP) 6 I/. 6 ,/♦ 5 ,/a 6 1 . / - _ - - /• /4 6 I 16 ' a (BOn • ) - 6, ♦ / 6 1. / 6 ,/a / - p l/ _ M. ... _ -_ /a 6 1 6 t/t' a (BEAD '•) SEE 511(fl II FOP ANOCRS TYPE 6 SPACNIG FOR 4151AMATDNS MOD WOW .RAC 6111C•IQ3. ,IOAMUY AM>IGY SPA41ML3 AND TO N NUM EDGE UISTACE ME INOIGTLD ON INS SCIYDULE FOR E 0 LESS INAN M CAVED ON 604DU1E REDOM AMMDA SFACAG I1 FAh IlPoNG SOIC.0 S.DWN ON SCHEDULE TO t'e FMLOWW4 rACIONs FOR TtuS OFERATCN to at P054WAE. REDUCED SPACIC or -PIED LSIM FKtOR 3•W, kC3 K UESS ]MAR MNOOM SPAC„D .LOCO][) FOR EACI ANTI P.PE ON IlN. "FOULL AMC"1YPIE I Moot NuiIt, -" % .•. 2AMM:�aAM IAF-M •. ) ] F 1n' ) n .- Moslem ANCHOR SPACING th) AT>RX[E (M) 3 T/r _.._. 3-__ .I , I/] 3__... --- 3 per'sFW1I-I ?X.1 R •,101 G) I I 'n" ,-,-----I5 ,/I" ACTUAL. WK OIW9'ICi (ED. FAGM 1n- o.ss - _ , ,/,' 0., ON, _ _ 0- y o.0 o,e ,.o - o fa - ,-,/y - I.60 1 m - ,.ao I '.m -SPACINGS ONLY VALID WHEN SPACER®IS USED. SEE #i FOR W. A.S.D. DESIGN LOWS h MAX PANEL- LENG WHEN SPACER Eejl 5 USED. TABLE 11111 e A.S.O. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8" > 40 PSF TO 50 PSF V-2- > 50 PSF TO 60 PSF Ei-10' A MAX PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ "SPACER AT 12 1/2- O.C. Q�............ .. ' V ''• ✓ FLORIDA BUILDING CODE Non Nigh Velocity Hurricone Zon4 ' * • •• t; O,e,'` .S a`s1 4''•rl .44167 L'. I - TA E Ok- `� -' - �� COR101' • � '/u 1r_1 \ / "K4N ItImm. Mc / L E C O Eme \` 24 GAGE GALVANIZED STEEL STORM PANEL .. --- _---- GLOBAL PROTECTION PRODUCTS, LLC. ROD I.e. 51 SI v D.L IT. MI. n.MR ln.M.6-»46. rr 1.6.ReR-TINT 'T� •2n )R : a. o,ces. sC" orremMrRP+t`". F"' n... ,Tom nA_i �^ n,-IUH wµTW t"11 _; PL NI 7 20-175 memse; M MET I. q IS '1 IIHRIT, 1 JXMM__ __ - g.. =- 1--T,�.o 1 " - � _.--_.._..,_._._.____.__--.-_,_.__--___ _ ..,_._'__-._.---.._.. _ ANCHORS (SEE SECTIONS a ALTTJNNATNES ON SHEETS 13. 14. 15 *16) - - - - a' MAX R-fA/13, R-2/13, R-3A, R-iB/13R-20/13. R-30/14. MAX D.M., U. -I 'q R-1AW/15, R-2AW/15, R-3AW/16. R-18W13. R-28/R-38'W/16I-IeN.- . WO _— _ — O O O- _ _`-- - ._..- - -O --0 —_-__3' I 1 _--- I I I I, 11 I -.-._ __________ I I I - 1 L/2 I t/4•.-20.1''S5 1!n\1C Wo �-, i •L• ' I /- (USE rOR PANEL LENGnM _ MAX P NCTM OVER 7' -6 PANEL LC 1 %1 � (1 I 0 \ REGULAR STORM CANES � I REGULAR STORM PANEL ( e'-e' a H40.0. -40.0 D.•.( f \\� w oauAP •w P ., 3�• _ - - - - - ---- �1 .i. - _ _ "tl,,. I ( / KNEE LuwlN BOLT) LIRE SAE;fY 570NM PANEL OVER • MO D.O. EL U TTH I (W/o OVERLAP MOD PANEL IEJeGTI, ear) 1'{,�'-/ ��r USE 2'-B• Mw PANEL IENCn, I .. (3-• i A' N LIR -'••�- i i �/ AT ALL YOVNIYK.S LA i I 1 ,_ - 5' I _ ,. . - -- -.I L/2 1 I -•I ., I o_ I I II g . ____ ___________. _. _._-__ r.. (( i PAN- aonoM CORNERS �•'L - _ - --_ ._ .. _ _.. _ _ _. x LOCNt k ONCO UFFC SILTY : >& ` O „CF 11 D.M.,3. _ _ - . __ I ---- - .. _, I . _OVERLAP - __ _-OpORAP- ot ® WTNG A't!i AT EXTERIQB WINO NOT Al _ -- 3• IA% LCrt PANEL Y23 RIGHT PANEL 3' YAIt T w51AL1 AT10N5 ONLY VALID FOR WIND I' MIN, R-IA/13, R-2A/13, R-3A/14, R-18/13, R-28/13. R-38/14A I• M. SPEED UP TO ,70 m.P.h, P-TA./15, R-2AW/15, R-3AW/16, R-1BW/15, 111-28W/15, R-3BW/16. _. ANCHORS (SCE SECTICN5 a ALTERNATIVIS ON SMELTS 13, 4, 15 FIB) t/4• MAX GAP LIFE SAFETY STORM PANEL ,1) ELEVATION (t) -._ I.) RfGUUR t 1 , REGULAP , PANEE (WV Oh7tl/'F -, FRCIE ML:P') ;' STORM STORM PANEL G �`•l. .., r A M•MnIII, = / TER F ,/.• a ,, r r • • �.. *,I 4..1",,\�so q _. .�/ f LAX. C.PY/ •' ••' ^•A '' a - -- o sF ` •:. 1*; ' IfTV st W;.L 'v LIFE SAFFr'r PANEL. ? '�•, * , * S FLORIDA BUILDING CODE Non High Velocity NOT Icons Zone) EXTERIOR �'s4Ess�[ORED�--�L,a��;- antlm NItCO. Mt 24 GAGE GALVANIZED STEEL STORY PANEL pRAM�„t. _ _ /ON 1 N'`'�_ `'� - 1 L E CP O ... GLOBAL PROTECTION PRODUCTS, LLC. "" 3m` CT - ,�-� corrAN. .Coo ..« el mIEET FL2N� A y/ r # r--r' M4Ll uMAM D.R. R >y I• f '!'"�'t� M.,, w.n-Iu -TIME w,_ IAIDq fe6+1MM-71,01 TAX 411u)--e- 20-175 SCALE 1J4'-1' 1,11i t " •...- FwrMO w wr MIN r« w PI .---vC.M ---..GET G-DTTUUF _ _ -_ MART IT a q �_ _--._.. ____.,� IIXbD HEADER REWIRED _. __..- ,/4-M IAPCON ANCHOR a 9" O.C. I I 1 I - , = MAX L1 I 2• I Y•n 1 __ I. ---,I I ", J�� „ _ N N N [X,suyyal cuss n / n 11 II li 11 "1 , n / It II i- M:n IT -SEPAmT,0,: 11 TO GLASS tl E)J. Eo fi ' r" i I 1:: , INSTALLATION DETAILS FOR LIFE SAFETY PANEL (L` -____._ I INTO WOOD STRUCTURES L--------1 W000 A(" REOu„tiil 1 f�, wr r, HEAVER Rf'Rt:. + I`__ - '_ _.. r. FFFI r t I ANCHOR O 9' O C I r IN'ICHop O 9, O.0 1 {/%\j I I II �2) �) � - L 1Mu_ -,,11MAX• _ f - 1 I )), � 4 I 1 I I I, 11- ... i I [ IT I (1 3 r... 71 .._, R L_-i I v I ( N I /.1._-I. 1! I,a.n •.A9 0 0 I I,(a's_X0.1' 1To.t. «•® ,511E r+ / - I G JWAID• FX,SnCNO-„ , 1 T OU At1.M - iIDIa 1a. NF.a R I EXIS 1i 1 GL/.55 ,4 GLASS- 1 1 One- D.o T_fT S/I u , IF •1' NAX n IT t. I 1 L' I 'i ..I '( - I PMII IENL'1.. ' 'A 6' II Mo. r fSFE C'U.TION T IPANEL LENGTH . ON S'RET T2) 1 11 of I (SEE EUVATOI/ „ LIP ! 1 i •, - ON SHEET 12) I 1 u / ' u U 1- IA, I 1�' i A R 1" MITI. 9•• SEPARATON R 70 GLASS. T V 2 - '' .� It T P CLASS It TO CUSS. y p �I i Eb FPa�T E, - I 4 : I 1 ,, 4,T r.♦' WOOD 1 PLATE -1 . . I 1 1 tAPCa1 I I. TAPREGUIREU CON JIa' I , I {" ANCHOR O 9. 0 C _ ,, I ANCHOR O 9• C C. S74ZGERED W/ STUD I I STAGGERI;O W/ S`L � 2'.4' Y1001) PLATE 2'.." R•000 -' PLATE I RCou.10 RECUREO '' I-,�. l II t1 � flI_,. R I t -)w,• SS WOE,. « "/ (IRX rwgR,.ML� EXI571Nft� yEy II 1 UMRH oal, T-w) "I , 0 4 4[ 1 •C MDA Y / I e PANIEL LENGIH R (SEE furvi 1C N 6 I \�/) ON SI CT 12) i 11 e ,,3 ' 4 I. wn. 1 I / tl---sLPA/EAw. 1 L/2 N TO GLASS I „ 1 D 1 EL P 1 I Ha Ma A IraJ • ] /2 00 0 .1 Pi�" " i._—. I/4.0 TA`CON 2'A.• WOOD ANCHOR a 9. OC PLATE I R£OULREO )' MAY PANEL LENGM r (SEE ELEVATON ON SHEET '2) 11) 1.s." a" saOii>. Ao• 11 M N r. . • n n o.t ,]4'. (ICON ANC,I(Ni a 9" OC. O ufE�AfL WALL MOUNTINGS SCALE 316-1• tvm PAM .I,I J!4 .1pf A TI((., O u W� MOUISIM SCALE 3/0, I' I- b� ' .'. . �: CENS ' FLORIDA BUILDING CODE (Non High VelocityNor Icon* Zone 1 INSTALLATION ARE ONLY 'VALID FOR A S O DESIGN i s 0. 44167 '. *, _ _ .xo�a mlriu �^ 24 GALE GALVANIZED STEEL STORM PANEL -- OR+.N.F e PRESSURE RATINGS (0 6I) AND PANE: LENGTHS AS PER ELEVATION ON SHEET 1Z. * 1 =-Q•. * ' - _1�.-,, STATE OP-'.- L_ IL�EC—O AMC. \� GLOBAL PROTECTION TECTION PRODUCTS, LLC. *'M/ » LATE 2 FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS i0 BE SOUTHERN PINE Na 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. y'• = �F -F( RIOT' ,.#-'Z+) 0 �( s Yr131SN • .N91r1TRlwe _"N N ...E. I -o n''n �wur-i ml �1u. G-oDM71s I= 6.w. 51 snrr7 ]AIR IL MI' _ __ INIOIE: (1Lw)m.n •6. TAX (.3a)w-.T97 O.I .bIMWA 20-175 DRIPW6 w /INNI/1()'lih ,m11Git _1U1 A 1W ,r. PE I Nt ) _ - ,F.rN -' Mn ,S a Is --..- MAXIMUM A.S.D. DESIGN PRESSURE RATING U.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING c.DULE FOR REGULAR STORM PANEL J) INSTALLATIONS INTO CONCRETE AE CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 h 5) MAX. A.S.D. MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCNMULE BELOW APPUU rE MAXIMUM NO AS.D. MAXIMUM ANCHORS SPACING FOR MIN ED, PER SCHEDULE 6ELDM' "w'LX'NLE MAXIMUM DESIGN PRESSURE ro a ! PANEL LENO7H •U• DESIGN PRESSURE 70 a AN Y PANEL LENGTH TAPCON SOLID -SET FAFY.lMA1E MALT: PANELIAATE P 1315 ZNIAC-NAKIN CALK -IN TAPCON SOLID -SET ENIA. ID F P PLUS UMAC-NAM.IN CALK-w RATNG (P .,) fry } TOTING (0'•'1) Or THEM L' (" ) ro 1 iF ro o0F4.14 . ro Da,RI[t[ ro celan[ m 1Xt1�R ro DOI1a[R 1t COA OM" OF nNFL ro l ,a ro ro cuNC1A][ If[ ro DOIIDIeA ro 1]' T1• 13 1J' ] 13' 13' 13- IS' 12' 13' to- 1 (TOP) ". I 5• 13' to I/r 13' 6 1/2' IV 6 1/2• 7 ,/2- 5 1/2 IJ' 4 I/2' 1 (TOP) I3- ' It" t7' 11' 11' 17' 13' 'J' Is- t2' '3• IO' , i"O"CAO _ 13- .,l6 lh. tJ _ IJ• IS• 9" I 1]' 1 .9' ,o• -• 7 1/2• ,3' 6• I (BOT10M) U' ,1' I t3' 13' 1 ,3' ,3' . 1 --_ U' ,]• _. _ _ t]' _._. ,]' ___ ll' '0' _-. i 2 (TOP) _ _.__ ,J' ]• 1 1' ;J' o /2 1 __ I IS' le /a _ 1' u 6 !: _. 7 1 /2 1 15 /2 u• a l J7 l TDP I > -___. .- 'P- '3' - ,]' I 3 ,J' 1 u• 3 s I r iJ' 10• 7 BOTTOM t ) I]' 7' 1 1 1 3 9 1 ]' 7 J_ 9+ ,)' n ,0' 7 J 1 J 7 16 J 1' J 2 2 8pT7OM (BOTTOM) IS' } I. 3 ,}' J ) '3' , 1] TOP) _ 11- 7' 11' 1 9 2' 1 i i 9 7 I , 0 r , 1 r 1 6' 3 7 (VP) _ , ^I , 2 I 2 2 2 -- - .• t 1 4 5 6 __.-. ____- , 1 - 1 t a t 1 / __. _E _- ____ e . a' -.__- e , 4' / -..-.._... ] n0Y BO ( ) ........... .._ _. _.. 1] I 1 z 2 a / / _ .. ... e ; .• 6 , ♦• / / _. _-�-__-_. 1 t •'; 6 4 z 2 / / _.__ 1-.__._ ___. 1 -_.-_ -.._. 6 , 1- / 6 , ♦ / __--._ - 80 n M ( 0) __...-___._ OR -_ - _. e' r 6 ._._._ p' B a 6 I I.._... e 16 IJT r r � 6 . ,/7 , t7oP) LESS T 3 1 1 - 2. 6 )5 ,Ja J t/z I e g i 1 I/7 3 I e IJI 2 ,JI 1-- ♦ (]OP) e' _i 6 1 e' 1 e' e' I • 8 _. _ .. e' _ I - 6XITT W7T1D11 ( ) n' tl ,/2' , 0 e • I ; 5 7 / T . eonOM (BOTTOM) 13' � 1,' . 7 13 i]' ta' � 13" I IS 13' 13- 12' tJ' F I 10•.. 5 (TOP) IS g I/2' - E- ,3' � t7' '3' I 1' } ,J' I 9' 10' jI}5 y' 7 ,/2' ,1 e' S (70Di -. ,._ -. `3• I 1+' I... i)' I 1!• _- - 3. _... f3 13 _.. IS 11 I _-.. _ .. 17 1 tI• iJ I 10 - - 5 (BORON) 11 + 7 IJ I.._!J _ 13 i9 IJ7 _____ __ 1 IJ i9 1/2 _ . 10 I/2 7 1/7 ,] 1 p . 5 (BOnOY) ' 1 .. ' i _ 1 , , -_ 1!' - 10' - - 11 6 (TOP) ,]' , 5•.. . _ ,S" IC , 7 __ _ -___ �6 , 2' 1!" / - .. 6 ,J' /7 _1 - 7 1 /7 t a' / ,3- I. , / Y ii -. 0 RUP ) _. _ _ >.65. -65 _ T _ 6 ,/a'#e t/i a 1/4't6 '/i - - _.- 1 a ./.- ,/a' a (MIrt ••) >a75. -75 _ � � e ,/•' a ,/4' a ,/i 'e t/l' 6 t/♦'16 I/i - _ 6 ,/4'le t/a' a (BIn ») .75TO-15 i0 ♦119--T,9a ,3' ,7 in '7 13- i 'J• � �t!' 13' lo- 1J- 1 l0' II- I 6' t - 13' 6 1/2. 1 (TOP) 7]' 5' '3' 10 I/I t3' a I/2• 11' :6 ,/T 1 t/7•'S t/T U' . I/r (TOP) 13' 1/1' t7 13 ',0 I /7 IJ• I/2 'ID 1/2: 7 1 p i• 3 ; Y ___ 1 lgnOM ( ) I. 6 l __. -.. 1 t J y 3 _... ___ 3 9' 7 D 1- 0 /7 , J 6' LBO OY ____ ) IJ' �] ,/T' _ t_ 13 I ,7' 13' T 10' 13' I 10' ft 11' p' ,!- 0 1/7' 1 (TOP) IJ' S' ( ,]' �0 ,/I 1.,l T8 IJ7 7' °e+/a 7 /7 I5 I/2' IS'_ la IJ7' , 7 (try) IS' : ] 1 x' 1 IS' J 1 _ ...t3 T - ) II U ,'2 ' 0 1 7 1 / -) t t 1 - / e I np , ] 3 7 paROM ( ) I ] ] I ' ,] 3 I 1 9 I 2' 3 / + 3- �I i 9 , 2' / 10 , 2'' ? , Y / 'i7t2- _ 6 , 7' 7_ / I BORoM) 1 _ 3TOP - ( ) J (BpREAA) 7 1 tJ' ( /T. ._-. III' J 1! 10 /2 1 1 , 0 7 1 _ / .. Ifl 7 / p t!' T jj 0 1/. p ,/♦' v5._e. TO t ]'-,1 3 _ S J'� 1 7 I/r 9'7 S / 6.1/. 1/ J 17 /216 9,]10 / J 7 / I J - 1' e' _. ... ._- 6 / Ie / J (70P) - _ _ J (BOTTOM) >„._e. . f -- e o -_-. -. __--_12 t _I/I 16 e . _ '-.. ro 2. . 5 ] '/2 '7 1/7 e 6 7 /7 �, ♦ e /7 b 13 ,/2 ] I. t (n7Q) s _. 1 e / 7 /2 . Y- , /7 ] 1 / / • w, (] e - - e I y e - �.. BDT(oM , - e r -i 1. - s , 7•, _ _ - - _ • eoT*o. i -- ,J' 7 1/2' 1-. _ _ IS' 13' ._ .. IJ' -.._ ,0 ,/2' - _-__._ 13' ,0 1/2 _.. „ '/7• - ___----.__. 1]' )' ,_._-- S (LOP) ..__-_-_ 1)' 6 ,/2' .._.. t!• -_ �..__- 13• _ e'. ,! Y' )9 t0' 17 ,/2' '1' e' 5 (TLW) 13' '> 1/7' r._ ,]' ,!• I]• ,I 1/I ,I. ,0'/I _._._-.-._-__ , '/2* 6' __..-_.._._-_ ,3- 1 7' S (BOn(W) ___- '!- 7' 1J• 13• ,)- .! I/7• 13- In ,0 1/r,__ ___I 6' S {BOnal) _.. .. ___-..-_-�__ i ,!' O' 1J' 0 /2 * D, 1] /T „ /Tj e' 1.___- ,J' I T . �J 5• 3 i - .. I p, ,] /2' -.._. -. 1J• _ f a a / 7 7 3+2 / / - _. L-/ ra op (TOP) '] r a w ( ) p ,/1' 4 '/4' tl l/1-16 ,/t• a ,/1'16 t/4• a (BOn••) R ' ]I'16 ,/♦' 6 ,/.• 6 I/i t 6 1/a' 6 (BIn••) SEE wKr, IF FOR ANC.m Mt a SWING roe NPAU lOrn M1. WOOD FIMYE Y...N" M;ZUM ANL:ION WACO a AND MINIMUM EDGE DISTANCE NM wTI DKAD DO THIS SLMDUu FOR L.D. LLl TwVI ROTATED ON SCISDULF REDUCE ANC.CS SMACIND F MULTPLY,NC SPAGA SMNM ON WHED,Xl ITT THE FOl10WV10 .ACTORS IM INS OPERATION To K POSSIBLE CIF UCOD .FAD.e MtARaD Mpic •ALTop SMALL MO. 0 Ui,r i.AN MINIMUM WIND IOIGrzD FDO EACH ANCHOR 1-1 FIN LIR[ SCMDUL ,/.•. ,/.•. ,/.-. 1/4'. ,/.-. 1/4•. AtCHM TYPE INGOT sDU,_ 1=10= wFplMnf ]/LAC-NMw CAN-M M1M•A7M ANCHOR SPACING ( ) I ___ ) _.....- -; ] _._ ) - 2 ,/] _. _ I i ._.__ _._.._ "Dem omARa p-o.1 .mca+t lama , 'n' , 1n' , ,n ] ,n' ACUTE MK DE9DNIf[ E.O. FACMR , T/r -F-T- 1/T' 7:`-�: so - 0/0,,• 7W - I I aw, 3+n- .ro 1. -m I. " SPACINGS ONLY VALID WHEN SPACER IS USED, SEE W(E /1 FOR MAX. AS.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER " IS USED �}a}IrR A:.T��. o. 44167 *: * :*i STATE - - , E Of _AEI r D 0 '.. F 1• .., ;you, ,.[GRID ��TL24, ;0'— _ NM.Iai11AMA /WINANREI'G E BK it 6 A.S.D. DESIGN LOAD MA)OMIAI PANEL LENGTH 40 PSF 00 LESS W-8• > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'- 10' P LENGTHS Y V FOR INSTALLATIONS A 1MX. ANEL LENC S ARE /( AUD 0 W/ SOLID SET ANCHORS k W/ �/ SPACER AT 12 1/2- O.C. PNnO rLtECo. Nc 24 GAGE GALVANIZED STEEL STORM PANEL - ----- I(e E—T COINc ,, GLOBAL PROTECTION PRODUCTS, L1 !tvw M MITI COM►AM I• K, S.« 5, /,IwFT # ,W,Wr well YAMM IN, Ms.. IFN nr-r•IN . n' FN M (6N)40-14.5. FAX. (• A`10-41]11 00 C. v0� 4i/.0ya �1 �N� 6 N �d �" ") d6 7 W r" y ,<• I .* '. r� d 1. Zone) ; r '0 ." C� IyG , � 'f v G' j C- 'r LAWN r /I)/m, arz t75 ism w -----,------------...,-------------------'------'--------'--'----'----- INSTALLATION DETAILS �------'-�"L'-------"-"---.--- FOR LIFE SAFETY PANEL']; ------.-- INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ,/4.O TAPCON MSTRA: POURED 1/4•P YAPCDN EXISTING PDh,REo 1/1-1 IAPCON EX15TM POURED I/4-0 TAPCLNN E.ISnNG POVREO ANCHOR a 9" OC CONCRETE OR ANCHOR IF 9 OC. CONCRETE OR ANCHOR O B UC cow -WE OR ANCHOR O 9' TIC CONCRETE OR OCK / CONCRETE R,OCX i. CONCRETE BLOCK /iCONCRETE BLOCK ;; BLOOMED. I' IKGU1RFD. f IECOI1wED. ? , 1 1/2 , 7' 1 112' , TAX. fit MAX , . _ ALA' i..._ _ IAAR N I ED• ED i i ' 1 I EC• 1 1 ,. . f. .. I I \ „. I ) ,, '.. •.� , ,• + i p ,' Mtn. I I „ I. MN I II I N--SEPARATgN - rh 11 1 ,/•l-rb,' EXISTINDJI 10 GLASS. ,/••-)ar EX a NG „„ 1 SS fOlif « j I t.1 Ran r E[ „� MASS o A{6 A' I'I , ii I y.•.-».r EX,51'w II I T .S. sp15 « 11 N IN SEPARATION - 1 EX1571N C,IASS E,•a TO GLASS i 'Am,l W u GI ASS A l E '^•^^ / N Y A •' G 1Miki,D'- CLASS I q (UK FCI ROLL ry ,� r N rA MPI -' 11 + 1 I IOCR• 1NP Y_W) 11 I p I I I 1 N i/ ' ]7 1 R r I II 1MRH rMN r_41 '1'K I E N R u I ( `.> 1 t , jE II I I 1 I -1- Mn. I., ..I I ( f 1' IIAX. / - II I! ) 1 ," N i e MAX. X N 1 I 1 1 'L' MAX I P R AN LENCih I I EU �) ,/ � � (AL ELLVAtgM l 1 d PANFI 1E NF :,,, 0 , (SEC CLLYAT:ON P KNEE 1) f I g (SEE [i1VA1gN LENGTH 1� 6' P AYE ENGTH (, 1 1(SEE E:LVATX]N 1• Min, I ON SHEET 12) � 0 I . ON SMED 12) 1 I N I.M.n I I C ON SHEET IT, it I A ON SHEET 12) aE I R�SEPARATIDN -1 I 1 it I I Ir SEPARATION -/ I E II � I ( 1 TO GLASS ! i I, N _. __/ 1 1 ii TO GLASS 1 i M ... ' I' .. q 1 _- ',.,'y... I I 1 I ( 1 , _'.1 '. - ; ' : I F. CD" ; ,I I 1 CD I ( E.OR I EON I 11 1 1 i1.1� _ r j '�, �I +f r ; '11 1 1 I I. ' '"I E01 3/A .._ _S__.1 ' I i - Ms. to Ks''al�nj`'JJ.$11 1 .. �)�� EDI -11, SS wip.IM NX I 4i 1€ 4j ' ��_ a;; I;. " 1/•'. 7APCON - I/4-. TAPCoN -- I/4•. 7MCON I/4-R TAPCON ANCHOR a 9" OC ANCHOR O 9' Q.C. ANCHOR O 9. OC ANCHOR el 9" OC EXISTING PO13NFD CONCRETF OR EXISTING POURED CONCRETE OR FISTING POLINfD CONCRETE OR EXISTING POURED CONCRETE OR BETE BLOCK RfOUIRED SECTION O E CLAMOR PANELS ONCREIV BLOCK REOUNHEO. O LIFS ECSQ NEL CONCRETE BLOCK REWWED O �$ PANELS O LI�ANEL �COONCRETE BLOCK REQUIRED WALL MOUNTINGS 5t>31E 3/8-,' WALL MOUNTINGS „FAIAIIIN...... SGLF. 3/8-." 5LE 6N[E78 16 a to IOR ANCHORS A1pI0R R9[ /4'. rYrt� 'SPACING rorr 6.sTw6(DIls N'G -_moo - - _ .. _ 7NNAN W000 TRW BLA-Dw106 ANCHOR AND MwWArY _ MMYW ANCWR 1wGMe (M) 1 ._._ -.1 E NNCS OSIANCE ARE aIEO llN Ms POOLDISTANCE •,,wl„„M,', OINr.N lN) SCHEDULE LEE ONNSCHED LER DU 1C91 THAN MDCING �TAIn1-1 0„i,..„ �,, (N) � - B. AWSIT I sIR rKCMG SHOWN, DYSCHEDULEuLE M aLOW.Hc nclolli IOR11L !Bi 9p1(S .AL) FA" • r/7' OM FOR MS O►UAIDN To K MISSILE. REDUCED SPACNG Oe1NRD USING FAGNR SrW3 NOT K LENS TMLAN ] ,n. De, MININAY SPACING INDICATED FOR D1[M ANCMOA ,YP[ ON TMS SCHEDULE J- ON 1112' - s W.'' \CENSF�r9 _I - NO.44167 *' '*- `ls;'�, STATE OF ,'Q i FCOR ��� _ :ss� r ONACS� _?_,,/ j I'IIIIIIfollo I - F' I Stµ/519.A,umL/GTE ,loom `F_. Mc 24 GAGE GALVANIZED STEEL STORM PANEL ) 1 —1 ORn ----- GLOBAL PROTECTION PRODUCTS. LLC. O1n)�- 11 L ( C C I.It, •Boo 1. SI soon o- �E �\� r /1011[( m,w9i [ Rese GOYMAM, - >I' M. r # —.FAra n N » ,TIN .M ,AW r n1.1 ,I o`"I• R MI. MIDFIE (s5.)UN-T5.6. .X. f-mem-.N] 20-175 G-0ote],p- NYRMq-•N- - of ,�1y _._. MIFF, 1I M is Aµr[A A 1Ln 3r, PE NI ) l�iST�1LLATION DETAILS S LIFE SAFETY PANEL ^— INTO WOOD STRUCTURES __.__. ___ ( WD00 HEADER REou'RED 1JA-• IAI>C0N CNOR a 9 D.C. ZJ { ll4nC„L' ">; /2 _1._I IMJAX I 11 I 2' L -. T._ I MI. bil I (f) 11 1 EXSTIr(�jI H 4v-,IN1• GLASS (I 16Aea. n V I 1 1 L Dar ,oal.'w— II - I LORD, - Tf7 ^ n 11 I I YAX M I 1 ' PANEL LENGTH N I (SEE ELEVATpN f /1 I ON SHEET 17) 11 It 1' MITI. - �-SEPAR."71001- I I S /-....0 10 GI.A55. I IT -I. / II I IJ2 C$. ' I I --""""f' 1 �71 t Ea D _ _I I 1 2-.4" WOOD III - 1 PLATE' i RFOUIREU 1/4•0 PANELYATE PLUS ( ANCHOR a ,I 1/2• nc WAU5C!AM ]7� e mm. 1 'NSTA.LATION ARE ONLY VAAJD FOR MAX. A.S,C DESIGN PRESSURE RATINGS Da1)AND AN EL LENGTHS A5 PER ELEVATION ON SHEET 12. 7, FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ___ _ WOOF/ HEWN -) - . - REQUIRED ( T/4-. 1APCON ANCHOR O 9' 0C. I I ' 1 2. II' --r-. I MITI i _ il I "� _ ' „ e 1 kII I .IF B / '`''.�1e ' 1 / n rA owP , IYTS1N(,ti1 = ? I CLASS 11 �. 11 I � I 'L" YAX 1 - e' PANEL LENCIF, p II It 4 , (SEE ELEVATION ON SHED 12) I 11 .f I • - , 11 '• M. I II---SCPARA'ION - \1 I . YI 'O GLASS, _ I e' _ _ J 1 1 „ �I E0. ' ' I-___ --'-, I 2.W E/000 PLATE REQUIRED y. 1/4-0 PANELAATE PLUS I. i..S PANEL ANCHOR O 17 1/2. OC A Tl CEN 9 It,: 1�L r✓ .44167S. i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone *� Q•• i�•• in. rN III,STATE OF :: - { ,gyp E4 f c'�. FCOR N S T.. /OVAL 1L�'i_�I1�J 11111111111111,•P F c,Dw ,XrtcD. // IL ECOIMc \, 24 GAGE GALVANIZED STEEL STORM PANEL I 'r. oRAWn n GLOBAL PROTECTION EPRODUCTS. LLC. TIMULI OVAL n. 32)'• 1YDH( (e51)♦.e )5.5 IM (9-;;-.a)n 1 - -Q1Dol, 20 _ oe 175 aMII4rC N.. TMe OMPF•MY )u�111 - N EY`ew� Mac r # a.,rs n- ww tI,21n_.y, r T. -Inr-, • CF_N"" WI.11A .PONIG, T ,T A.I. Pl Pf 8IM/S,GNAnAD/Gn -- 'M T y - i1+R, A• 9P '. .4r-A C) Ell L "0 _ C0 > � U = Ell Ell O c '0 Cu a. . C � C13 O � �-� L •� C O O O ^ 1 W CU O CIO I"I'- CU Cn .� V E- O a) O -0 -_ Vi Q Q z z W J Cn�i (1) a) _ ++ �� ^ V J =3 m O U) CL CL (1) =3 Cu O 6- U 0 a� ')'^ V I B..B..B uj Q •Z Z Q J Q_ SHEET NO. IS 1 .4 IIIIIIIIIIIIIIIIII EZ1/18, EZ i W/ 18 ."C.OR5 - (SET SECIION C2, a MrFRNATNE E21e ON 511Er1 le) - -. V Mo. '- -) . - '' M,n - M .--- 9 r(SEC NOTE 2) 11 W� '9 . I.x l' S.M S I----- _:�_, _ -- -_ _- _ . __ _ - - ��IAil1 CND T_-.+,.< ..r---y _c--K ' .. r r- -1-. -� -. , _ _ E �1 - -- I' ]rf0'e 4. v,U'V,lu I. ..i--+ - - tomt- T' -• -. - .• .. .. I-- _ ___ GOP RNL' I17"i _ 61 '_ 10 -' 0 IO 'D -r 10 0T" -. 1O _ -1I!?r_____1O_,___7__,II I I ! Q ' . I I I " : 1>r R , - AND, . - I,.'. , ;o., 'r 1;(Ni,' i'ANf L'. , IJ71RIr„r 'A%FL , ,IV Mill INr; 1} I il'r'FRIJI( PAIFE IV P-U TpN(['t' V.U`. NCT 4 a nl:; It I I I M,. 1 l 1 . nNL: - �:. I _ N ,/ I., I..I -, • * 4 t -r u i �iir i 1' 1 1 �' i l f I f I I , I I, 1 ti P I I : : F B- f, w/CI� O 1 ',NJYLAA' , 1 I:,, E l '.. :IN_ A:: 0I'LICIv'IILI I I 1 ,n,. I - 0, - , IAX I �. r- � iFi ,. i.. 1 (.1 E .7 I.,..T 11..i I t " i..r -Tlr , I t.1 I. -i I; J LA J I_LLJ 11LLJ -L� J� --_ __- F ._J CL_1 J1 L1 1 L1J I!I -1 I ._y ,I. JI r r -. :. �- - __- _ ,.--.. -... _._..--.�j ._- .___.. .-._..-- 1' M1. .EF N'('Il I - M.--. Wn ,F 7,w't1 N„ NOi: i , . OR< ,'.EE S.. IN E71 A ATAC 4011:. III. "I :11:: f: 1.) _ EZI/18. EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 1; SYSTEM (t) I,f AI "1/%I ,I M.,. 1,' SECTION A -A Nr„r„< All 5/5:-_z1 "a 'c' ,A,,,T1`i/j,,,, 11 � .. E N ✓7 =s-- n 44167 w * tE Fe __y .sus - IATEG%i',-10 'af7 1- r,J I _i'I f,j L_ f_- 1-i i r �J!._� ENGINEERING EXPRESS It PRODUCT EVALUATION REPORT September 15, 2020 AMNwlion Nunti er. 178591 - R2 EX Project Numbet. 2031543 Product Manufacturer- All Amencan Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach. FL 33409 Product Name A Descapbun 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report Is being issued ,n accordance with the requirements of the Florida Department at Business and Prola UiRonal Regulation (Florida SwkDnU Commission) Rub Chapter G - . F A for t an r 1 The product noted above has been 81 20 3 005 C , statewide acceptance a Method d) W P 1 leated aridforevaluated as summarized heraa 10 show compliance with the Florida Building Code Seventh Edition (2020) and re, for the purpose Intended, at least equivalent to required by Code Re-evaluation of this (xoduct shell be required following pertinent Florida Building Code mudlBcahons m revisions. Substantiating Data: A PRODUCT EVALUATION DOCUMENTS EX drawing 020-31543 titled '24ga Galvanized Steel Storm Panels (HVHZ A Non-HVHZ)'. sheets 1-5, prepared cry Engineering Express. signed A sealed by Frank Bennardo, P E is an integral part of this Evaluation Report TEST REPORTS Uniform 1 1performance has been losted in accordance with AS 202 lest stands t lest Un 1 sla Ic shucturaT ids pe teporl(s) PST ASG i7-001 by Blackwaler Testing. Inc Large m mile impact resistance arld cycle: loading performance has been tested in accordance with TAS 201 and TAS 203 lest standards per test reporl(s) #BT-ASG- 1 7-001 by Blackwaler Testing. Inc A STRUCTURAL ENOINEERINO CALCULATIONS Structural engineednU calculations have been prepared which evaluate the product based an comparative and/or rehonal anatysn to quaNfy the following design cnlenA I . Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minunum GieEs Se anal n 4. Anchor Spacing 160 SW 12'' A V I N U F Sa17r 106, OF t R F I EID BI AC H, IT OR I a A 33442 (954) 3S4-0660 1 (866) 396-9999 TFAHO E N G I N F E R I NG E Y A R 15 S. C OM F N C. I Nt E A I N G F YP 4 F p I CON f h- / , Iu <..a I S: 71 M rr M A'� A A /y �`" T - .CH:1 r `I I , -' m _ y �,. , 1 3-r EEa'„?'m 6 - F p} ' I 1 . I �� M. (, 0 I nJ V a Ij yt: N W k ERTR NAS t,, ,.rl ., W�,l_ I,R A M' `t Y. W- I L- `/ ,., .- I - ill - J ---___ Ill , . RI u r- u 'll Y L �F HI yZ/G L ` �7 F M III ' A . _ 1 - ,_XC �'I' CM:' J.1 H .1.1. 1k.1 nit [�,A�IY GJVI 1� ,I H I'- 1•,. AI A 'r1111Ni ' A AL WA(ELDLL N/NLAM ItP" I.) 1 JTa r Nc At,A'11 1' 47CNTIL'. c; .N5 A, -EL ,C6O NSIDt. :JI -tP .. r.IAE Y 1L� 1 I ,ilkl(:El.,dl _ 3L!l� ,49,"Are.; 5'.l)M rANE'L c <TtM ,:T4' I.TINU Ili PANE. I _c�nt 1'A, PS 'r,r 4 .nvY m INU PANLL /iAL. A-10Q Fit rr i1C ID F./I Al III.0 U'. F100 N),J f IJ Vp ',"A , L L r 'PIll l ,T I01' Ill SO I A'4 I 1} It EN( }4NFL Alit Ell Nr -'Ik I )"IMIT kAiI u N .. ;� I" 1N - Of 1 / V ';).. 4 IA W; M 1 F, A r 1ji P T OR 1 A:./. M `Iji HEA 1 .A AI E 41. --A IRAT,4 l CAI,GN Ilf r L1P MAY W A. IIUIEh Dr '010 E 1 R•! AT .XJJ E - F LN AN ALY I A S.J EIAR _NI I ,SfI A f At n' W' 4.J., tP 'F (f i t fT iITTT11FV Tf,ACX F IVY �A I'.K S /H 't. \ I H -.:, I,NI,- , PANF, • iV .1114 TVA - VAI .0--.ILA A' All %Av(L LL(,.r..')N 1 IN�IkLLA ll.J J':L,' VALJ LUF WINi • HL, I, 4 1 TII r , BUILDING CODE (Nor HI h Velec;+ Hurricane Zone 24 GAGE GALVANIZED STEEL STORM PANEL I- .11 ORAL PROTECTION PRODUCTS, LLC. '" "."' -_ 6.1 .11.4 I'll 20-175 tF, n,.. . - __.__ .... Wei,,, T, ,I Pace ? ul_ All American Shu[lcrs and Glass - 24ga GahNnized StAri Storm Panels No 33% Increase in allowable stress has been used in the design at this product. Separation from glazing Is not required lot installations outside of wind zone 4 and essential factlare5 Ire act Resistance: Large Impact Resistance has been demonstrated as Evidenced In previously Noted test repod(s). And Is accounted tot in the engineering design of this INO IUM Wind toad Resistance This product has been designed to testst word loads as Incitcated in the span schadule(st on the respective Product Evaluation Document (L.e engineering drawing) installation This product shalt be Installed In strict compNance with its respective Product Evaluation Document O e engineering drawing) along with all components noted Ihersin Product components shall be of the material specified In that product's respective Product Evahattion Document (I a engineering drawing) Limitations8 Conditions of Use: Use of this product shall be in strict Accordance with the respectre Product Evaluation Oacument It e engineering drawing) as noted herein All supporting host structures shall be designed to resiat all superimposed loads and shall be of a mote cal Nsled m this product's respectvo anchor schedule. Host structure conditions which are not acuounted for in thi, product's respective anchor schedule shell be designed lot on a slle-specific basis by a registered professional engineer All components h which re Dmanant /ittlxtletl sti lea protected against corrosion. c ntamnatlon and other such damage at all Ames. This product has been designed for use within and outside The High Velocity Hurricane Zone (HVHZ) Rcsr ecifully .ly.. ! 'l•Te , ],,,e,N Frank Bennardo. PE ENGINEERING ERPREsss RPE•IRJ4b44Q 1 Ccn Auth 0894 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 ('354) 3'i4-0660 1 (866) 396-9999 TtA 0EIIG1,IEERINGE%PRESS,COM EHGINEEAiNGENRREs S.L011 - L. ). _ I , A &�,, . "Ill. ' Q S'H t-N ,'. _'tLI-3.,r,"fE l Mtn. r.n- H- - , ",1N� 'I�L:Ua 'p, v Nit, alit'.. 1 N f o11..AMOUNI SCCTION - � 'Y(I>.��r. L .IT A tL - . \x I f. Al - 1 , WALL "'IT SICIDN ,, P • of ,.- - _,. x W - .L_ ... ; Y '.rI -1< .v .r. I' e Y X ' ErE E :II!: 'i;,;. R it w I, .. a,. :.!_:- ,- 1. „Y C 1, "' I. I I v 11 . %. .T 1 k C = F X.Y., a1...vrL'L LL1SL _ -.'Ill._ I- ., µ r'iY 'J. q 1 I -SATi1 �, e 1 ., , wl4 I. r rr a r. T ,,, /� C'.r* I.., N r lrq__Clu_uA, _IAR F` ' }a.., T.Vr visTr Ri'TA. Y r J left$ 9 II 1 20-31543 1 INSTALLATION DETAILS FOR RIES-_2000 E-Z HANG STORM PANEL ,1'? INTQ POURED CONCRETE. CONCRLTE BLOCK AND W_QOD STRUQ�V ES 1r --- EXISTING POURLV ,1 ----- CONCRETE OH �.. I,4Y TAPC.ON CONCFAILD B1aCR ANCHOR a 12, OC:' RFOJIRED ..1/4'r iAPLON 1-I�Ii•. NE% HEAD TFN wOOU NEAUtR _�.-__ " t" - t1 1i il.rl' HEX tIFM TCY ANCHOR • 17' nr - SDREw o.' aamN Rfaxarn " sCrrtN ea/." rRow EDGE OF I I EDGE Of 1 5 � Viz' �-L , M -�. I 9 9 I L, I� ED I 12 MIA • ( i , I r ,/: a -JP.,• 9 I/.`..M.1- 1 .I y I t ICAL, ss Ann r.�'ay ASIA OAAN'9II i T If2' I»A 1,/,R, Flit i 1 1/17• M n. I it- SE PARAT"-1 I 111 a-r F i- M. I EX15TR4G II TO GLASS I [ k"V," C1,1- Sf Nall I -3/1 a'r O1A55 -" I 1 a fMINUM IR)P GLASS -TI TO GLASS I A1l1MWN4 PUP 11 t ,/.•P 2m1•AT� „ ' I V-O" a _. f. I-,'_ I I W.-0• �1 G PO " R 1� 1 ,>.1-id" -. 1; 1-, I wA% 11 ( 1 PANFl lEM(:TH a f:E. a01N W E IAt CA 9 P +I , PANEL ,LNcrN a 1 " I• Mu. E 1 I U I F-SERARAti(JN-I I - II i" Min -I I 1/•-r-2012- " 10 CU55 1 1 , 1 IN Ski, I (' r1IVMBSCREW �N ,1 I - 5M 11 U :.LASS I Or L , I I /A'r-20.2" OF •I' II I [ I TMi:VBSc" 0 i 1 I N 1 R I -_I_ 1 i _ _ _ 1- EU I -L_I I,', To ; 1./7 I I c,gJ"" _, , t`7 I/2 FD 1 F' ,. i._:___� � 1 'Alit IAPLON ANCHOR / 1 e 12' a r '/."r'APr(NJ E%ISITNG POL REO I 1� 2"w' WOW ANCHOR • 17' OC CONCRETE OR j �'. rtATI CONCRETE BLOCK I _ _ _ __a.-- - REWIRf4' Itf'OL/'RED WALL MOUNTING WALL MOUNTING SECTION EZ 1 ALTERNATIVE EZ1 W SCATC 3/8=1" SCALE 3/8-1" tllZTES: a MIN. PANEL LENG'•1' I INSTALLA"NON ARE ONLY VALID FOP. MAT:. AS D. DESIGN SHA! I HE 2 -6" PRESSURE RATING 4/- 400 T, 9 f AND 6•-0• MAX PANEL LENGTH 2, FOR NEW WOOD (PAUL CONSTRUCTION: WOOD MLMAE_R' 10 BE SOLITHLIVN PINE No 2, 'W,/ SPLCTr IC DENSITY Or 055 OR EQUAL. ,�' 1ER, A ill[ija%k ?3�'' -N` se ss D, 441�`- •A' * : E " i - -o . STATE 0 - • F_ s- S . E ,* ri'Yr . iQal -W,,-_. ______.� _.-___ _. _. ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ; .-"-.---.-- WIDTH NNELS A wtD L f NERP, iG PANEL SPAN) I'CNI MOUNT GONN TIP, TYPE AS REQ'D) SECr10N5 BOLT1 "-20 STITCH BOLTS WITH WASH .RED WINGNUTS FASTENED 0 OVERLAPS 6 MIDSPAN (VSF RJ" A.PP[OPRIATE SPAN TABLE) I2i"TD FLAN WE19 ��_,6 1 u, i YA fl'' H'.1 %,, M -_ W�_!, I r 60TTCN MCVJNI I rY Tr � � 4 (CCWN PEAS REQ'D) \ RO.39 MAY BE AT -i ` ' O.37A" a BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION %.,V N T 5 ELEVATION TOP MOUN T TV PE LmPR PAN PROVE AS RE 'DI S AB N Q - --- -"----aeSTRucnon - - �- J IeUTTOM AS r M . � RE rr LGa A5 PEQ'DI O Atv x .� § ^ - (LOCATION MAY VARY) EJ¢n� IlS ,LI TOP MOUNT gf'A'�R CNN TVVE FQ'D) BOTTOM MOUNT (MNN-/ LmAJ' TYPE AS REO'D) (SPAN BELOW OBSTRUC-TION) PANE15 Mr+Y BE NOTCHED AS REQUIP ED, OPTIOnAL 4.20 STSTCM PROVI DEC THAT CONNECTIONS AfJp BOLT$ WITH WA5HERFD ANCHORS ARE USED WHICH SATISFY I WING NUTS FASTENED @ SPANS ABOV E e BELOVI OBS I RUCT ION. OVERLAPS Q Ftl D5PAN (USE _.___._- APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION eNOTCHED PANELS NTS. ELEVATION! ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE 21 .AI GF PANELS Ch IMI NI S IRMP i ,I„t.A"MA,A', N IRA I 9N1' 4 l 1. All fl I 1', t. I V l,WNI r WI A6 F'- I 1111, ,SfN 41 AI 1 r MAA'MUM I n sP1n Ili. WA6 A u r IA 1 1. II IN.IF,i i IY 51 1 INS A IP 'N. rfA EN' 4 tS511F F PA n. S NIL' •1 1.'A ,n .flA 11 I N AN, .t f N CV.L L. ILA ', A" :PA''r �I lU U l AI R,• 6 _ / 'S I10 I L6 ry 1f In I,io I O , I NUf „ 116 ,I 41 06 A I16... ./NC :,Oil ITLt In 60A ar Iblr 1 6 II NU A S,n I ('H,"I,I '111" 'I ,!i _. _93 NVNr 1 111,., _ _ r 7J _.. II , 1 - � r 1 ", 911 n 1 .. _ ,D." t .Ii,n I. SPAN SCHEDULE NOTES: lF_i-.ER P4 F-HLDVIE5 Vi. 1f11NE ATIVE DESIGN LOAD s PANEL FnSTE P SPASPAI jNl., 1, Uk ItER r MAXIMUMAL OWASTORM PANEL SPAN, SCHEDULE ISaCCPPTAB.EFOR U'E YIirH PC:T1VE LOADS LESS THAN OR EQUAL TO .GAT DESIGN VF bE'- I N I I, DADS PANE, � J R ST 2 NE' -EYE ARE. UUS II [O .N AS n 5 CONJUH(IION WITH At I. MOUNTING EXTRV510N5 t"E' AACN EUSE. STUDDED ANGLE. -C, I A 2S O C PANEL FASIENER .{'ACING IARIE VM.UF.S FOR H , Ar " )' 14E,Ar R N . . I , T All AO l C JF S i CLL O NG BUIIC OV CON D7TIONS) 3 II AP TEN 'A" IN BETWEEN LOADS 1- 4 NEAR IN PO C A S ACCEPTABLE, DTHFPW IE[ USE. NF.N, NIGHFP LCIAO. GLASS SEPARATION NOTES: _ M1 NIME/ TF• AAN ",.H O IF ff-ITlV EDESIGN LOAD TO DETERMINE UM AV OW ARLF SEPARATION FROM THE OPENING TC, BF PROTECTED 2, SCHEDULE i5 RUJXIIRED POR UEF WITH POSITIVE LO) S ONO :NTERPOIaAnON BETWEEN LOADS IS ACCEPTABLE OTHERWISE USE NEXT HIC,HEP _GAO R FOR <TA AT NS OUTSIDE F THE HVH7 AN i ESSENTIAL U (N. It IO , O 5[rE J OOU OUTSIDE C,F .SSE .AL A TM THROUGH rl - V AT FACf1.lilES IN 5 WIND 2CNF.5 1 OWH 3. Ht '.:LASS SE AR 10M SCHEDULE 15 NOT REQUIRED' AND NO MINIMUM SE PARAIJON FROM TNf PROIELIED OPHIING 15 REQUIRED IV FLORIDA BUILDING COOL (Non Nigh ViiIi y Nu,Oc-E, Zon4 11- -i- As. __ 24 GAGE GALVANIZED STEEL STORY PANEL 1A nM.KH S. "`"'' ` IL EC EF6r GLOBAL PROTECTION PRODUCTS. LLC.I •APl ' :111[Cr ',. LRr'I 1�7,a 1TIH a LN61�wERINO te"IFANr i ., 1a AMoer t , H'DHr 1 ww- m r (-AA. Anr 20- 175 rH.l 'f ..3 P , 11314 , .I t 1 Mwi +A III IS .- - .- -.-- 4911.1" f rEOk 6M1'Is 1.V` Eel T_= MAXIMUM ALLOWABLE a " DNJ0 L i TRIP. DESIGN PRESSURES: ,rrl IA' H• 4 n51 ;"to, �,. �_'` A5 NOTED IN DES1L N DESIGN NOTES: [ SCHEDULES 14 POSITIVE AND NEGATIVE DESICN PRESSURES CAI CUTAr ED < x FORyy��URRSE WITH THpp$EPA�II,SRRppSYSTEM SHALLL TE RMINED PER I �j A a �EEEEDDI gETE0.MNINED INDACCOO OANC�`E REORH 7TM16 EW hSCE CHAPTER IC'�ODE v 21 1609 OF THE FLORIDA BUILDING SHALL BE LESS THAN OR UAL TO THE POSITIVE OR NEGATIVE DESIGN I • >w y PRESSURE CA➢ACTTT VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN ¢i re m g - GENERAL NOTES: N R 81A Y 1. fHt5 SPECIFICATION HA: SEEN DESIGNED AND SHALL BE FABRICATED IN W ACCORDANCE WITH THE P, VIREMENTS OF THE FLORIDA BUILDING CODE - a W 'DI SEVENTH EDITION (2020)P LrE nJ61 DE AND QIIT510E OF TNF NVH7. FR TAS 201. 202 AND 03 TEST 4ROrOCa IS, CONTRACTOR SHALL INVESTIGATE C eee�����i ' AND COMFDAM TO ALL IDCAL eUILLING CODE AMENDMENTS WHICH MAY APPLY. OPINION CkRtRG BEYOND AS STATED HERE"" MAY REQUIRE 0 ADUOIONALSITE SPECIFIC SEALED ENGINEEROJG, 2 NO 33-t/34 INCREASE IN ALLOWABLE S MESS HAS BEEN LJSEU IN ,ME DESIGN OF THIS SYSTEM. 3. THE AA,-HITECTIENGINEER OF RECORD FORTHE PROJECT SU"I'S"FUCTURE WITH WHICH THIS DESIGN t5 OSEOSHAU W RESPONSIBLE W - FORTHEINTEGRIrYOFALLSUPPORTINGSUk;ACES' TO THIS, OESIL4I WHICH 0 ' $ SMALL of COORDINATED BY THE PERMITTING CONTRACTOR, 9 LEPpRPTF 'SRI-bFKTFiC' I. O VAG ryt RING ALL B[ R V WEO ,I, ORDER To DEVIATE INCH LOAM GEFLPC710N6.E OR SPANS GDPITAa�EO �• $ F M RFIN. C NTACTTHIS ENGINEER ALTERNATE SPAI CALCULATIONS A E O N FORI6 s MAY BE R UIRED EO THE 4V51'CM DETAIL." HCREI LS CENTRIC AND W S NOT PROVIDE N e ti F N 7 T HE CO ATIOH FOR E AI ED N SYTIMN FOR SIT[ CON GINS R R FLI ISI FROM THE CO NDII'fDNS DETAILED HEREIN A LICENSED ENGINEER OR CC.TERED W d OE ua Bi ARCHITECT ECf .ALLPRRPARF slTf SPECIFIC DOCUMF FITS FOR IJSCRN -OFI,a NCTSaN t'rtTH THIS DOCUMCEJT fiDESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED ��. rJn' g E - [[ It � PNWWF E5 DIV106D BY A 2.5 SAFETY FACTOR. 7 ALL FASTENERS TO BE JC'COR[C?MC,Aj SAEGRADCC ,7LLJJNIESS NOTEO V% i ! rr1 OiH fRIV1eF. FASTENERS SHALLBE CAI7NIUM-PLATED OR bIME RWISE CORROSION -RESISTANT MATFRIAL AND SHALL COMPLY Vt ITH "SPECIFICATiCNVS a. I� FOR ALLJMRJURI STRUCTUPES" SECTION 3.3BYTHE ALUMINUM ASSOCIATION, INf.,. E ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES ; 11 B ATI.STORM PANELS SMALL BE 1.GA STEEL 1..0.02." e ^a ORM PANELS NIALL CITORM 10 A H q,Sl 7T C�URA,_VI L TY 5T 5 U I STEEL, "CrcavArd ED COATING WITH A NJNI wK MUM 0.1 Pail IV ALL ALL ALUMDIUN EXTRUS[ONS SHALLBE 6067-T6 ALUMINUM ALLOT LINNOTEO OTHFRVYISE ,I TT OR 6 BQQM GFrAIL55MOLNH MAY BE INIERC MANGEU Ai ilPlO Q ONOItMciislCTATE, PANELS MAYBE MOUNTED VERTTCALLV OR J HO RONTALLY E AS APPUCAI . -E R 1 CdVCRETEANC{IETE N OHEREIN LLALL kLLCEMBTH)UHOR& NON-CRACKEDCO RECOMONLYEINSTALI ALL LONC0.ETF AN CHORE PER AQ 13 LATHE CONTACTOR 12 ENDA71SIB •'; I3, THE FRO" DC7OR IS RESPONSIBLE O PREVENT OR PROTECTALL rp, rp. 14, ENSI FROM IAA A FINE I HERE 10 TO PRN/ENT FLE(TVgAL DE ®$ r1 19 PEJON tR E O AFFIX EO MERE T IO I ' ST E 5 O L DATE. RVCTURAL DESIGN AG SHOWN ONLY USE E THISHATE SPECIFICATION N IIi F CONTRACTOR, C •I. II S INC UDINCYS 6 SAVES HARMLESS THIS ES AE llUL FOR AL COSTA IAL qq q L ,Ea 2 [ INCLUOAnCIN, SYSTEM ERMOAPPELLATE FEEONS RESULTING FROM M T AL TV MIC H IS . SYSTEM .11-, Hr.. IIICTIOH P0.4TICtE BEERYIOHD THAT ■t I YNR M IS tqL F T FOR BY LOCAL. STATE, b fTCK AI O[,R 6 FAOH C i� it 0[Vt EXrtP Of THIS FLAN. P EXPRESSLY P U 11, [W-ETAS! 0.ES5L PROVIDED, Minter NO ADDITIONAL yy CEpTIF[CATIOIO S, ADDITIONSONS ARE IFFIRM NKI C !1 ALTERATIONS ADDITIONS TIOIJL, OR OTHER MARKINGS TO THIS p3f.UMFm p i ARE NOT PEPPANE SMALL AllO PERMANENTLY ALIDAT[ 1H1v LABELED WITHTH A TON MIN N o p7 VERY ICSMALLBONTAINNGTH IFOLLtDW INFORMATION OF(1)lADel. F e Ep FVENY 7.0 FFUC N SHUIPNING THE POLLM'VING IN fORMATION: f �� ALL AME PALM RE CH, RL 0.5 P.rID GUSSL a AS 2 PALM REACH, I FL to fA5 207. TAS 202 l TAS 203 FLOpIap PROCMJCi AP PgOVAL NUMBER / CprllllRF11MX FRtlI%1K -- .'--- 20-31543 VISIT ECALC.1W1643 2$rO `ft IF` , I. MalIN 1HAH,�PNWr.. ,-..MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT i 1a J 3 a s 'I yg A . I S Ie G `I0,n j �T g F 'H' HeSde• 0' 'r 7 .4' 2., 77- 24, %AA'4'U H 4., D° c m r •4 2s• zr zr D' r. _ n' .. r Z � O L5 A / H Der tl" If 7 D' 3 i W _ 1e' _ a .A 'JEY Bo1doN F 1 2 T S u - 3D- II' W r 2r 2 4 4- )LAD' 40' 50 SD' 29 4D' 24 40• YT 31- S rID-L SolidN 2S , 7 - - 31' 6U' FT JD' SP SD' ')q- .e 71' 11' Jul S+.. ll' 5S" r 2F` 3� 11 .. '4 nl 2 A" / 4' Xr i8 ! rB" 4a ;::nu 7 m 23' 2 4 T 2 IFN 21TO 7 74 Sri4B TA' 7 1 4d i B W Wm 11 L ] J all N] t1r 2Ar 3a" T ;6 S 31 S ?' 3T P, HI. rt E, T, NO W 1 I tl- N 1 y 1 r 1 t ' ..R. wt. W L H ". L + H ar NT. ,i I l W J ,', ,4 F. "T.- PF. .F'T ,. 'rn .N, ,,. u,, ,.,1 ,.", — o 11n..,.. I PTIONALINTERiOR FASTENING DETAIL DETFA�ENING DETAIL _-. N.T.S. Ai .1, ADAACE1n 'ut nn _- PANU Y 11 M ", A Y I. --' v v ti A,ry IT, -t I ,,,,, , � - ,Ynx'r, A..n., , `m OPTIONAL EGRESS PANEL DETAIL INTENIOR FASTENING a 'FI--P O N L _ Cn (6 O N�U 0 L � Cl) 0_ O 0 = ca -v 0- .0) U N � � IPFFIF = � CO (� W V -0 .0 C 0 C) 'i N 0, O 5_ a O 3 Yp 0 O tV O �V 4- Y ar a m .cn -a O [y 1�'ii ! C-t, iG � -0. C U) Q 3 �G- r G. N e f Fe+ h 3 N O1 (^ r 1 i /� ' d'a' J`r l E .r ,In 1. C11- 1-:4 4 I - mi ...I, T, , I-2 2so" a D94" l-2 990" 2 250' ' `•., .,-- 1 2150" _rOO60" U+av situ" - ,: - �"So, R -0750" p�p11 'eLJ vI. rO li2s'. 0.094' -.i 11'" 0.099'' �e _1 0 N D l25 o ]D GA -$5cE ♦Q i:!i11T.-J�_:___ ',fin .09/"-.-.--_'rl.l'Z[t' .099" TVP -" g II,I� sq1_,c,1_'F_ a9406r _1- _ $ 1930" 3,930" ,.i- D.061 .375"'�,pbd" _�N rOr124 lOOtl'�L .'� I .Ies i.000•-JDi.'" zs7 - z.o m" ( -I z.Doo I- <0 7 180" 1r" FEADFR ell U V' DER . W LEE f,I1M I, (DylLJp ANOLE �.121"�_. 11 FII 3B0" MAX 1!' HEAQCR ® ADS rt 'LEA �- Q- lul---__ % I F_n l.sl LSNU"I- --11 56a^ 1.510" 0,355" '31 0.376' 0 313„ 3�5 I;id�-II--(F I- §W,7. �r04gZ n 175'..-I I �0 DI'�5I55.. �`,'% " t 007" RF[pp �12.SOD"PANEL COVERAGF� L • OA79:- I- Ir"'S55' 0.19Q" �-I I'-0655" itI ly0 -E%,. I f O.BF6' D1.31" 1. �..•' �R`�'^lA, nA.ar-�-` tl,5,s 0.050Ir e._.-._---1♦.875"PJINEL L€NCTTII , 17 ,nP V :A r I Ic. (0595" I I .15U' . NO A A. mgecnoN D0.090" MAY N OORSISO.. T- D"9D' �- 0 710' 305" --1__ TIP --Il- rr{, r.J Ico0__0 . �. 0.215' 4-4 O1�D n0135" N -�/T (E� alILO-d1T Y MAC% F', D.090'•��II� ��' ,�R������ O ,� NAS.4AEU MIMOMU, tl.957' V-- 33 �_,% 1:l. ' ALL r lap rw O 3T6" 1`�_ n jI,, - r Z Rp _ F D/} a 10 LAC: " - EK k 17 O.1L ).GOD" nA" F 7Q� g ErEns D 3 1-1111, IVT[;, •.�•;I�L.�:J IBA@I eW „ n A. n.Aa "f' L, - A01, f't' Nnml ,,y 17 � I��_ `Z AL, ll N.2!�� j� UVERIAP ///���\\ ///�+ /// I,: 1,.+a.0 I i I nI r7 j v I I 4" MAX ,kA CLOPUNF .TAIL L.� \_.�" \YL_J ��.25" MAY. 3 -a k OSoRL. RO.IB -_'F:» -E /�7 C_iRSrir1 MAX. rrM.� L _ tY Mi' T W R. LD-OU •, - I �� Ma N' n. , Hu . DG•T once T ,,rn Q 'W __ rer1L'� R'. � �1 V V, 1.1 J 00' I •T. �„ „r. Q \` /:, ,'.r v..-C _- MIn EMISEU pp _I ,F F-., .SI r,F,;tt .R ."49 1 W!" a { _ ■ OVERLAP 3820-,/�* A a M' / I, NIMIMI ,.I"u,Nf lr. inn /} wln,,,Il ( ��� RA. p,F .. 1.SD0" � H MN I r NLI. ��\�//// I u w-.,u t'J .O 't. 101110 a . 1 I... MA%, \_�e MIN I pip• .. _ � I,. a c Iitui o 1M1F DFTNI _._1. FNIRFD •...:k ,.-n>. m FT y 11 TAAPROUIRfIASURE pErAA , en T,r R� Pl -_.._ n' � 9 ��F„s I11ai IY LIE ANCHOR SPACING SCHEDULE: 24 GAUGE PANEL, PANEL FASTENERS BI 12 5" ID C r_ ®®EMMM . F ®IIZIIII®®�® �M®®N ���® = I= ® • - �y tii'�M®®, ®®• ®®®® ' ®Elr�l N Q Ino .��®���®tom- mmmA � YIff�m a m ®mm®®®IMIM - I ® ' EM 1tRR'��A�I,rI ®MEEEE'�(1tIyEEa1a'�'tIIaF-- ff IMMM ®Maws_ ERRHf�ILO�A®, M ®111,Tay'S'J®®®e^�'x. rHO ®®ism®® '®to KOM - _ ffl��•�. u /n //. / CEE�y1r�w�yaR r ,,Ita®19HM:; tA'4A / ' . �i. -I ./riil :/ / ",/ i /1 i,7 . ,A , y r .• %. „1 i ® rem 0' ®l' am[=i- • ®_® � IDI•'� E ® M N� WIN Y.. T . im �® M ®®®M®®® J�' MY NElEON ANCHOR ►NESIUNE E E'ER '-I•Wa I N gm IR• +1 " Ir CGNN TYPE 1 Z 3 CA CNM TSTEI CI OCA CA CONN'TTPB CI C2 U 1 +' F r EMBED 7I ..,. .wIIIIINIIIIIINIP U ♦ 5 •�• 52 r2 IL.S 0 6. - 16 1 0 70 9" tAS 16 0' 7 I6,0 1 12.5 n I60 16 5.1' 1'.S 1S 0' 16.0 as, 12T IS 0' ISO' 61 I.T p D" .S 1 o 16.0• TS" 125 130' 147 60 2 S ]6 0 ] 7' 0' 2. as 1 16.0' 160' 14 T• 6 9' 6D" 12 5 12.5 11 0" 160' 14.7 F D` 147' 5O' ]2 S'- 125- 11DOT' -,p'- US D" G pL.`. .11. f or CM6m 13 1YUO0:C9EW 41 4B �t1iTTd 12 2 t 114' M[D 33 TAAC rA5' 1 NP' R 4 y ♦9 'I` �� SE Tl it S 15.0' 35.( 101' 12 S' 1 0" - 121 p- ]1 S I6 0 10,8 Y.1" 2.5 1.0 19.7 9.1` 125 15U 5. T' S6" 12 5 I6U :17' S,6" L 5 Il s t 51, L2S 1 0 120 4 n' 15.0 A611 ]0l60 7D' e.' 66" 125 1is 12.51, t5 1V0 U 15.0 !.0 9,6 Se' e a' ] p" 95' 56' t] 5' 12 9. ]2 Y' I25" 325' I60 IT 56, n-p tA6" 36' 1e.0 WS' S-A" 76.0' 10.2' L 5 15 13 7' 12 A' lb U' 9.2 72.5" 1610" 9.?.* 12 5' 0 15 ' 11 4' 12 S 16 0 9 1' 12.5" 16.0' 9.1" Lr 7 l2S 1.I 0' 10 S" 150 91 12.5 12.E 1 0 160 9. 1' 91" 12.5 11 I. Ifi.O' 9.1" 160' 9]" 1,'I'P"EM6DJ "I", ! .Y 335 R pc,R •.'Ana 4] _o911F.C. 4a yy 52 "^"' 72 1[S t50' H5 __� S' fi-�' S 12 '- 13 11 S. .-'" tag 16D TP It .a' .,• 6.zs 1-99 a.]- L2, 5' :9 Wr15 li I' 4.7' 10' 525' ]2.3' 4.; 4W l aT J5.4' A. " 5.A'I J a i t' .. " 1 D"6 T 25' 11 T" 1 R' ♦.T'P" 6 251, ] a T" I T" 11 V, A , p" D 21' 12.1" 4 A" ANCHOR NOTES: I RN,_TN R SCHEDULE A LIES 1CALL PRODUCTS OERTIFIEO HEREIN, BUT ONLY PROVID ES MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND FNewiI RES INDICATED I N SPAN SCHEDULE SHALL APPLY. r ENTER. AN PANEL FASTENER SPACING THE EX15TING STRUCTURE ANCHOR SCHEDULE E,TT D SIG RE T T IT f MA ERI AL D NVCFIOR TPE SELECT DESIGN LVAD .RSA ER THAN OR AL T. NF>ATI VE DESIGN ETT LOAD ON SMUITF.R AND SELECT SPAN GREATER I MAN Oil EQUAL TO SHUTTER iEH SPAN .SELF CI CcNNECTII)N TYPE BASED ON APPROPRIATE- MOUNTING ,,XOWIYI(IN (SEE MOUNTING DETAILS ON 'H T F F f N A EE 2 OR IDENTI RS ION OF CONVECT 1I TYPE 1. "PA F H A 3 "PAWL FASTENERS' ARE 5Ti1DS USED IN Ile UUNI;iION Wtt ll MOUNTING ExTRIJSIDrs i'F r0.AS'UOCIED ANGLE. ETC 15E s.25 J C PANEL FAST ENCN$PTABLE VALUES FUR R ALL."It.. AND TU'-HEADERS (INCLUDING Bu1LfiOUT CONOTTIONS) 4 ANCHORS SIDM L BE INSTALLED IN ACCORDANCE WITH MANUFA,:TURERS' RECOMMENCATION.'- 5. HOLLOW L T T HA CONFORM TO AST G90 BIACI. B OGR HOS S RUCTVRE S LL M MINIMUM M I ANCHOR 6 Mill EMBED CNT SMALL 45 NOT® N NCH" .,CNEOULE. 7 MIMMUM EM ECJMEAND EDGE DISTANCE EXCOI,SSTULO] FOAM, M PRDO( AND OT ER WALL LL FINISHES WAl l FINISHES SHALL BE UMIEO TO III AY P 1A11BEVERfE0BYC,THFR0 DrA7ELY TRANSFER LO0.LYL 7O HOST STRUCTURE! M, GJNCRETE ANCHORS NOTED HEREIN SHALT. BF EMBEDDED TO UN CRACFED LLNCP,ETF ONLY 9 WHERE EXISTTNGSIRUCTUR LS WOOD FRAMING EYISTING CONDITIONS MAY VARY. FIELD E VERIFY THAT FASTENERS ARE IN ONLY FOR IXTL E WOOD FRAMING MEMBERS, NOT PLYWWD, PA$1 P1J1NG TO PLYWCgOIS ACCEFT40lE ONLY FOR 5111E CLOSURE PIECL. 10 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMINC, FA5TENER5hALL BE LOCATED IN CENTER OF NOMINAL 2" N 4" (MIN.) WOOD STUD (%^ EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). MOOD STUD SHALL 13E'SC')THERN PINE" G-0 550R GREATER DENSITY, LAG SCREW SMALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. I I RE MVABLA 1O` ARE. DEWALT PAELMATEq ALL -POINT'S SCRIDSE6 BRASS BUSHING MACHCNE S_REWS SHALL HAVE 10' MINIMUM ENGAGEMENT OF THREA C5 I NTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, CA WAFER HEAD (SIDEWALK BOLT) U N.O 13 MINIMUM EMBEDMENT AND EDGE DISTANCE E%CLVDES SPICCO OR OTHER WALL FINISHES l4 DESIGNATES ANCHOR QOP4JtTIONS WHICH ARF NOT ACCEPTARIF 11Sr5 S * DIRFf.I MW Nn NG CTXJDITION: LE LINEAR INTERPO ATIdJ aNOT PERM[r TEL- KY{ USE WITH THE ANCHOR 5':HELULM UITED ON 1H is ctfFI E-J1 01 Cn.I......W (D (D 10 U)) I 0 U) 0- 0- (D :3 V M " 0- 0 L. Cn M W W 2 Z Z Z < _J a. SHEET NO. SH 1.5