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Home My WebLink About36354 Flats StINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 $ SN FRAMING PLAN LINTEL PLAN STRUCTURAL NOTES ABBREVIATIONS AB or A.B. Anchor Bolt ABV or Abv. Above FIX or FXD Fixed FLR or Fir. Floor RA or R/A or R.A. RAD or Rad. Return Air Radius SN 1 ---- DETAILS - ---- -- ---- - - - -- -- ----- - - - --- -- AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill S3 DETAILS ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace REC or Rec. RECEPT Recessed Receptacle ---- S4 DETAILS AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator _ S5 DETAILS ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom FRT Front FT or Ft. Foot/ 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 REINF READ or Req'd. RM or Rm. RND or Rnd. RO or R.O. RS, R/S, R/SH or R&S SC SD or SD. Reinforcing Required Room Round Rough Opening Rod and Shelf Solid Core Smoke Detector - �=y 1 -� -g T _ �, _ _ �_ -- -�- _- =� - T _ _ - SS D1 WP _ PA1 0 PA1.1 RETROFIT DETAILS DETAILS &SECTIONS ----- -- - - -- - - - WATERPROOFING DETAILS _ PRODUCT APPROVAL NUMBERS -- - - - PRODUCT APPROVAL NUMBERS BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core SGD SH or Sh. SHT Sliding Glass Door Shelves_1 Sheet - -' =� _T __ _ __ _ _ PA1.2 SH1.0 PRODUCT APPROVAL NUMBERS HURRICANE SHUTTER PRODUCT APPROVAL CAB Cabinet CIRorCir. Circle HDR or Hdr. Header HGTorHgt. Height SHWR or Shwr. SLorS.L. Shower Side Lights = -=---- - =-- =� '- - = �— — ---- SH1.1 - - - - - - - --- - -- -- - -- HURRICANE SHUTTER PRODUCT APPROVAL CJ orC/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) SPECS orSPECS. SPF or S.P.F. SQ FT or SF or S.F. Specifications Spruce Pine Fir Square Foot (feet) ❑ SH1.2 - - SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM orComm. Community ILO In Lieu Of INSUL or Insul. Insulation INTorInt. Interior SO or Sq. STO SW or S.W. Square Storage Shear Wall El [711 E 01 F11 E:1 SH1.4 --- SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL __ _-- --_- _ HURRICANE SHUTTER PR ODUCTAPPROVAL COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine _ - -- CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar - - - CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. TemperedLl E �E� El E E1:1 CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear TOM or T.O.B. Top of Block ❑ ❑ ❑ ❑ ❑ ❑ ❑ D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate -- ------ - -- ---- - - -- - - - - - -- - DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring - _- DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter - - - - -- - - -- - - DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) -- - - - - DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL orV.L. Versalam - - - - --- - --------- - -- - ---------- - -- DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DWorD.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical OPNGorOpn'g. Opening OPT or Opt. Optional PC Pull Chain Worw W/ or w/ WA or W.A. Washer With Wedge Anchor MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood MEAN ROOF 30 FT. HIGH TYPICAL EWorE.W. Each Way PKTorPkt. Pocket (Door) WDWHDRorWDW.HDR. Window Header FOR 2 STORY HOMES EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXTorExt. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet THIS DRAWING AND DESIGN IS VALID FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FOR 12 MONTHS AFTER THE DATE IT FDNorFdn. Foundation PLT HT or Pit. Ht. Plate Height WP WaterProof(ing) IS SIGNED AND SEALED OR WHILE FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener CURRENT CODE IS VALID FG Fiberglass (Shower Pan) FIN Finished PT or P.T. Pressure Treated PWorP.W. Pre -wire WWF Welded Wire Fabric (Mesh) CODE REFERENCES ARE SUMMARIES FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors 08-20-1 5 1.0 NEW BASE PLAN 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 12-8-15 2.0 ADDED VAULT. CLG . the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations -7 1 2-2 8-1 / 3.0 201 7 FBC UPDATES 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 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH Payments will be made in accordance to the terms of the agreement. 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 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 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 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 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and EOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 12-19-20 5.0 FBC 2020 CODE UPDATE 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 06-14-21 5.1 H VAC DOOR TO 2652 PER C.M. 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. 11-29-21 6.0 ADDED ELEV KLM PER C.M. 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 1941 Al 1 KLM 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. a*� cv 0 cols' c+ts - .. Z > LU 1 o c eZ _ M V N — m � x N Z7 p lE 6� � nc 3 •= ua d •� o s c M 3 3 4 1 =E o EL cam! O c-i 0-4 Z J 09 \ ``l 0 cli •� N ;\ ._7 N O .10 S V-1) ? 1 °~ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W g �E 0 0 va O LQj N N 0) 0 CO 2 00 W n 'M� " a H 0 a ymv L LL w Lu D_ 'j t4 CC shoo a W onCO 0 IL Z (n M Z Q J N O U Z W ❑ ❑ z N M o o � N Q Q — N M z LL Q� v, 0 LL --J W O W p ca W J "•. _ m) = L N L-�' 4m, < .4 w M Z Q 4of ILL. E p co 1F— z� Z o ¢ o' Z Z Z® oa B �o W ?p — C E �Q o ova Z co d L ¢Z W po W Z W ro�y o m O Zza m J U m Z ¢w � 3 ¢� �Z �� Z N C. �, �3 o� Z =F o w� �o c� 0 a� 0 �(.0 J LO LO rn `i Q CID G J Q0 Y � r �-- o � a N m m :`+, Lid - Q p CN c) I co 0 � d' ILL N 04 It N LO Q � iO r E M o Z Z Q Li E U 0 ui o. Q O � JOB NO: 23-04909 SCALE : AS NOTED SHEET NO. C S Cn L0 LLII rn O 0 0 I N rn L0 LCr v C V CI 0 Cn I N cV N 0 LO L0 v Enn 0 .a v+ M 0 i 0 a E x v c 9 i 0 U J f N N N LO :.3 0 0 CL r+4 0 to 0 0 z S r m v N H.B. r O A O S3 EGRESS EGRESS E E 5 16DEEP ---- --- N I FIBERGLASSo► \ 36 ae PANT Y w zw I SURROUND I S3 - _ RANGE R Fi LAT GL . sh� r c- I ! L TYP @1 �\ I - \ �� ---.- `! i �� - N cD ? TILI �� r _ m i TB STORY \ co 21 2� ViAl i�l if- - - - 2'- 10' 4" 10'-41" z d 2'-4 I TP 5 I 11'-0" C7 - SINK W1 ISP I 1 --- - b BEDROOM 3 $AY lo---BEDROOM r_ _, - ,, J , d"CLG. 4 00 CAFEco VAULT. CLG. N '- �� N Q -' > U I D.W. 0 0 - _ I I L --� I I BEDROOM 8'-0" CLG. 2 CARPET1LE 8' ---: o I 8'-0" CLG. CARPET rn U)w O ,- _ P T10 CARPE _ _ ------=-- co ------------] -' - 8'-0"CLG. =w z: - 00 0 W � MU' --- o r 1 ------ - i- _ - - --�- OPT. CARPET I o m u�co N W O- 'b Zi 61 W AL I -I -- REF. i I I I I I i I -: -- - 5068 B.F. 4068 B.F. LM 4'-0" 11'-78"I 8'-8" 5'-4" 14'-6" 5'-4 7'-6" 6' 10" 4'-7" F- cboo ILi120 r ------------ R&S - - - - -------R&S-- 2668 c� 2668 T M ,- N --- i - --t {-- HDR AT T-4" I I 23'-8" I 3'-10" T-8" I �' � r I n� i�Lo I i O!Y'G ! ENTRY o = 2:12 VAULTED CLG. ---IL I -!-___ 3068 8'-0" CLG. r OM FAMILY RM r _ I i 9'-4" CLG. I CARPET R.A.G. � (3) 2x4 #2 SPF w/ T v 00 K DTT2Z @ BASE C S3 �I `� N -lV a , 8 -0 C 1 G. N! T `2 AHU I NOTE: FINISHED I WALLS TO BE i I I I TILEI 1 _ _ I FLUSH. VERIFY IN I 1 I I I S3 5'-118 4'-0" 1 i_ _. I I FIELD. I I I O OPT. I I I I I I I I TYP @ 1 STORY I - I =1 Icnl I I I -- ---- - T_ 9 vl W I I I I 00 G (3) 2x4 #2 SPF w/ BERG DTT2Z BASE M,� ---I--`* I XIS U I Iran <I I p I I SS CD 1 @ SURROU D R&S 1 O I I N 83 = -- ------ - I C, I I -r ! - -- r HANSON M 60"x36" I C, I I SHOWER - BOX @ 36" K ;}" S3 I w I I I I I A.F.F. I ai f 1 O 1 1 T DRYER VENT EDGE OF SLAB 2" > I O I I 2868 5'-32 82;' 310" THRU ROOF BEYOND WALL I o oco I I ; , !3 0 --I 2668 78 20'-0381T-8 I I 8 ,I ciw - - i - I I I -� --- ! ii 2 CAR GA AUL M0 w W 1 iv - -� L - - C71d W.I.C. T 8'-0" CLG. I I I I I I 0.- BT = Y OWNER'S SUITE �� $ -0 CLG 8'-o"CLG. T ILDER TO PROVIDE BUILDER III III III °' I - 8'-0" CLG. - cb 1--- CARPET 26• APPLIANCE PROTECTION - WHEN REQUIRED PER FBC O TYP @CARPET 0 0 Lit E ---- 5-SH a, -- I --_-------- VERIFY LOCATION N ELECTRICAL PANEL L____________ GARAGE OPENING I 6" DP T R&S 55'-10" VERIFY METER LOCATION WITH BUILDER 15'-0" H.B3'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X251 S.H. 13 20X381 181X3744 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 187X621 S.H. 16 20X72 184X71J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 27 J X 501 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37JJX26 367'X251/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37JX50J 364X50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 50 J 524 X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" (-A+29.7 / -32.2 aB +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 SHEET O SEE SN SHEET "GN 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 11111111111111111MASONRY HGT. ' 8' TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO INSULATION REQ. LOCATION I R-VALUE / TYPE 23 EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN - EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR ELEV-Al CONDITIONED CEILING RBLOWN-IN (INSTALL BAFFELS AT EAVE) SCALE: /tl j� n=lr-0" GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE/LIVING) cry CV C= tc�t' Cn c 9 W u o".C- o U- O N G •y � O y- N O m � W as .n as dca c N s� G G !s o a ca M N O N N 0 f 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 t �E 0 8 0 0 ° CD U)r- r- N O 1133Ui Yk W �Mv� J LLB tl. W q �S o ix W r- 75 7 @ N O o W Ogr`, rn °' °. m W Z I ° CO a ZN O U U N W El� E QD M � z N o g z N -J U) - N M z LL Maim CLn U a w m o ° U Og V.r6 L. o W U LL, ,. F- J E 8 as O � Q 0 � m o M J � 0, z z 4Im U- Q E Ca U =o �z >� Zo oa n3 0o o E co a`i I Q o0 z kmz <o w= W cn � � 3Q om m� o� Zz z m-J w O Q 22 v� 3 2 of �0 z Nz o� Z �3 = f o J w� v o< Lm a o 0 O > (0 L^ L ^ J (.0 Q0 Y a-+ Cq lb - L / r +-J (� 0 N I Q co 6 LL N r Q co U) co r cc m E c7 0 z z E iei m co d E U Q O JOB NO: 23-04909 SCALE : AS NOTED SHEET NO. 1 i O 0 R N O FQ E 0 S v c J 0 0 U J r O -w 0 a O N a ad CD 0 J m v v cn C KITCHEN ISLAND KITCHEN O F- N NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. VARIES CURTAIN HEAD RODS / ROD z 24" TOWEL BAR w ON WALL ABOVE TOWEL BAR IN � TUB OR SHWR. TOILET TOWEL BAR LIJ a /n ON BATHROOM WALL F- MEDICINE q _ SHWR. o 00 VALVES W CABINET TOILET `� SOAP 00 m o 9 - PAPER C° o DISH U 00 i HOLDER I d- O � O 0Z U- C14zco O > O M LO - I Co M "' M N TUB FIN. FIR. _ BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY 0 O CV OPT. REF. O 0 KITCHEN H� 16" FOR LINEN 12" FOR PANTRY O r- O 00 O t\ MIRROR O M I II OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS --� 36" H UPPER CABINETS ---- 30" H UPPER CABINETS --- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED - COUNTER TOP CABINETS 30 H BASE 00 LL 2x L? 0° FRAMING 1 /2" GYP C'? BOARD — T FIN. FLR. - 2x P.T. SHELVING CABINETS - ISLAND COUNTER III C) T CV N FIN. FLR. 1 LJ1 I J JN CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 +cam L N � ao d n.t m *: as �c ECU VJ C!. M C O CV N O i�r e : 0 r - tic 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 10 E a o V o w 01 0 �ODN N U040 a) M w C J LL w u LL D .Q V D d Y 0 Z0M (p C A IN 0 W w Z N Q J �2OjO� mLL Z rnLL N OU Z co V M Z N M O O z z cc O 4-1 U) W � o_� W o MEN, U � t E Rigw of () o 0 1L w,o Q N 0 w M � w � O Z Q � 14 ao U �� o0 a zo z® oa F— 6 x ()o O, z o E �< a� �z 1.120- <o 0 WW C =Q om 10 LL Z z m J az MW z z o MEN tf) w� a E z im o m a02 LL _� - Z ¢¢ r o M o CID _�< ;' 0 3 2OEn = (0 J O7 O : CU Y r r m m lCNI 4-j <C p co I 04 C N T V � N U') r Q L r M (D CM o Z z N E (Q m 4 JOB NO: 23-04909 SCALE : AS NOTED SHEET NO. 2 rn 0 yv+ O ca- I-- W N E 0 s v c c 0 v J ID N N N LO 0 0 G SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — 4'-0" RIDGE VENT T.O.M. F.FL. -J 12 5� 12 �5 : --JAL --- - - - - - - - - - - - - - - - - - - - - HEEL ------ -------------- - -------------------------- ---- ----------------------------- 01 FE7I 1=7 1:1 FEI 1:1 i ^I E-71 L I 16070 OVERHEAD DOOR 1 V-0" RIDGE VENT 12 5� 3b SI1 T 3068 O d' T.O.M. HDR HGT. TEXTURED 00 CEMENTICIOUS FINISH ON C.M.U. (TYP.) ---F.FL. FRONT ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" 12 �5 RIGHT ELEVATION - Al E: 1 /4"=1' 3'-0" REV. 09.24.21 N c+�'! d Z It oN d Citi' O C= . �r...s.. 'CJ O W y N ]G �. . Co:A do tJ cc m t i y a R` o v v ch N O N N O 'R 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. W vE 00 V �y ... N W W V N ICW MLL rA J LL uJ U n. � Z - o d Y m C v; _ W W Z (6N Y p�l�� O °. W Z U) T m w ZV Q Z N O U U 00 0000 M r N M O O O 4 �.l r ^ ' N M � O 1W1' /T V � tf� LU � � U Owo V) �N W J E C ro 0 Q N m O � tt w � M Z G z z a W E 2 0 N cm- p E U z ❑a F 'g 00 o E �¢ ao o oa 1z ' L O J SS �� z ¢ O U mO o� 2 m Q W m 0< zz g o °� az w C, m ao oz z w0 O M W F w 6 = F Z K U U J �C:) > L1 / N rn i-- .L0 Q cts (9 CID C) r^ CT Y r _ U m '/� �1 i U) O �' N� Q E N a)CY) It T U )) E E T c C`) 0 z oz z E O E N _m 0 E U a Q O -j JOB NO: 23-04909 SCALE : AS NOTED SHEET NO. 3.1 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 01. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5[::::]�; 5068 SGD 4' EXTENDED OVERHANG TO BI CENTERED ON DOOR VENT 12 Z:Z�5 T n M 7� I-1,--O -------- — - ------------------- ----------------------------- REAR ELEVATION — Al 14'-0" RIDGE VENT 12 �5 I V-0" RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS -INSTALLED PER 4'-0" RIDGE VENT MANUFACTURERS SPECIFICATIONS T.O.M. ---------------- -- HDR HGT. 3'-0° TEXTURED CEMENTICIOUS FINISH ON C.M.U. TEXTURED - (TYP.) CEMENTICIOUS °O FINISH ON C.M.U. (TYP.) F.FL. —-------------------- LEFT ELEVATION — Al SCALE: 1 /4"=1'-0" REV. 09.24.21 C= s'a clim o � W O L O CL. p ti ✓ ,C W 63. N '0 C7 +.. 40 N r d E t c 7 mCL- a � o G. es 0 M N O N xx CV No z a `•� FIJ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W vE 0 a a W N r G - LL J u- u- LL. W a —a a Y 13 Z L ��_ 0 OC 0 WUfa)°' m Z N q J UM Ln Z Z N 00 W ❑❑ z N M O Q Z O ti L ! �O ^' /n C W lJ O LL -1 y O —� '^ LU �y N V o O !CD �V ..7 6 0 L➢J m m 8 t zl'^.. L Q 0 N � o J w m M z ¢ z z a W C?- m U Z wo Z z N z O z® oa rvg 00 a oQ z I:,rp < <o w z m� cn �= 1< a�Z o0 m at J mm ¢w zz 3 0n ?o C8 WA O LL H 3 T3 Z = H 0 ¢ ¢ � O x IIIIIIIIII� C O 2 ` J LO m E2 Q co 0 a+ _ U m LID U) Q� 0 N O N LO N r Q U) T M E .E M o Z N z O N E � N E a U -j Q p JOB NO: 23-04909 SCALE : AS NOTED SHEET NO. 3.2 I I I I'.' I'I 11 1 '1 I IIIN99i1 VARI ES 1'-10" 12' CAP _ CAP 2" *NOTE: N 1" RADIUS 'Y N FOAM TO BE USED ONLY WHEN 2" REQUIRED BY ^ 1/2" RADIUS ci CO rN 3 1/2" RADIUS 1 • COMMUNITY _ SPECS. IF NOT, iv en 3/4" RADIUS 1 54 Mlv `� "a C7 C° DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. M 1/2" RADIUS •� EDGE OF 1" 4" VARIES M1� SIN 1 1'-0" 1 Z o W F- M 1- OPENING VARIES 1' 4° to C.> N N o 2"' VARIES .: � n _ z M 12" VARIES 1„ 1'-4 1" N -ca® �=" z N rIN 1„ 1 0 1 v+ C eo t W Y 1 1/2" RADIUS T E s 41„ 2" " = coo 4" --2 2 1/2" RADIUS = d i, 1 3 I I _ t, 34' 4 N ri� - _ _ to E A � � rIN CO � O rile r00 M n' CD VARIES 12 3z 11" 32 io - rT� 14 riN 3" 1" 1" BASE BASE &n 3,, f 4 4 1 8 317 4 J � N 1'-0" C14 -I I o o *NOTE: VARIES 8" 2" z FOAM TO BE USED _ = 3„ ONLY WHEN _ ,U REQUIRED BY `¢- 1'-6" � COMMUNITY N 1" �..;. _r ._ SPECS. IF NOT, 1" OPENING VARIES 2" �' 1" 1'-4" ' �, n DETAIL TO BE BUILT W/ STUCCO. EDGE OF OPENING ,��. , �a.;g:` `,;^t;�,�(�+��• 12ii3ti rn f • , 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these CV draw ngs comply with the 2020 Florida Building Code - rn10' 'M Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing I ,.0 101,6" Engineer's signature and seal. Lnl 21 N a_ 4 W 'It00 v a 0. 00 N fop c CA CO V' M / V e eIJ d L L.L LLI IN Id' I 4 6„ fL' .ca c_o Y 2" 4" 3 r 2" iV LL1 W W rn rn rn M w O 2 iv 2" Q Q rr' i Z LO M z ¢ J I M , (� N Q U O Z �0 W x W _t 1-1/2" THICK 1e cD M 1„ 32 , u'L N M O LI) 24 N �i z a 2'-4" 1'-10" cn 52 1 5 52 ---�• 54 1' 4" 3" N^ z - IN c J o o r� ca O & 1, 12' r VARIES VARIES �O _U g �u C 2 I— c W J '- - CV E � I LNri , VARIES VARIES Cn �® �- I • Q N rn LO 4" 32' Q'b M z a v ¢ z � _________ 3.6" 4" KEYSTONE F11 0 � KEYSTONE F11 00 � � � � z v' iv r N OPTIONAL OPTIONAL o Z O I W`L m U -0 Q" "i ZV (V H 6 �o CL 0o '46 - CD 4 z 44 - r- y 0,° z °a o z _ I_ w0 ? w w o 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING ;, m� ^M a OU ZO 3¢ oLL NOTE: z • INSTALL OVER STONE, TYP. o< a oZ i LOOK & SMOOTH FINISH m w VARIES • • FIN. TO HAVE TRADITIONAL W CZ 3 N w C. 3� • FOAM/ EPS MATERIAL IS 3 ACCEPTED o w >o _ ¢ m E NOTE: 1 1" 1 ° 3 •FIN. TO HAVE TRADITIONAL LOOK & " o = SMOOTH FINISH 14 1 -613 Z-1 ° 1'-414 iz E2J 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54LO" 1'-12' 4- 7" iv a 4" T-0" 4" Q � 0 1" 101,11-411 101,N 0- ^^,, CD U r (0 /O� 00 N ° I� N - Ile /�� U Cl) i N CO 1M— �/ �/ / 1 p LI..1 m N .QI co 6 N O ai N L r r M o M o bo o IT � E m _ � z cal Z� b0 v z O m co E ai o 12, JOB NO 23-04909 Z _ SCALE : AS NOTED GENERAL NOTES: SHEET N0. 4 • 1.5 LBS DENSITY STYROFOAM m • POLYCOAT (HARD COAT) F1 J J • ACRYLIC SAND FINISH a 3 v x J rn L0 L0 v cn� 0 Q O J rn 0 0 I N J to L0 L v rn 0 Q 0 0 0 0 a N L0 L0 L O D- Q CL H 0 i E E 0 x V 0 0 v U J ti N 0 C .°3 0 0 a `4 to v t� U w 0 m N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All !trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE 116 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) }{>e PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER Ja ELECTRIC PANEL —�I DISCONNECT SWITCH 0 G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR NEMA 1 150 AMP/ 200 AMP MAIN 0 200 amp 150 amp #14 to lights & outlets #12 to appliances and GFI #10 to WH #S to Range #6 to HVAC 200=4/0 in 2" Conduit UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 JJJ CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE t HOOD PER SPECS DISC. C PAD � \ to \\ PENDANT AS / \PER SPECS / /IfAF E PAT GFI `WP ) J M I I C.M / U. I I I- GFI I OPT REF. 1 i I ROUGH -IN FOR \ OPT. CLG. FAN/ IGHT PRE-WIRF6;,\ \� \ BEDROOM `� U.C. OUTLET M U.C. OUTLET --------------- FOR DW 1111 I ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I c\\ 1 I _ I FAA0 RM I I I I / I I I I I I I l � ttu DS.D. \ ROUGH -IN FOR \ OPT. CLG. FAN/ \ LIGHT PRE ---WIRE \ G V OWNER'S S ITE Em RECEPT. FOR ALARM SYSTEM — I ROUGH -IN FOR OPT. CLG. FAN/ B RbIVI 4WIRE m C.M )D C NTRY GFI @ 44" A.F.F. ------------ I I l I I I GFI @ 44" � I I A.F.F. I GFI FOR I GAR.DOO. 2 CAR GARAGEGFI I I I I I I O I ti H VERIFY LOCATION IRRIGATION ELECTRICAL PANEL L____________ Ak GFI @ 44" A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER 15'-0" ELECTRICAL PLAN - ELEV-Al SCALE: %4'=V-0" car c Z' G 1 .o �a > W it t 0 ci a r- o c m w N CO ax H = W— d M o ar .y T7 0 t a� ea a> _% �rx•m N fi'a s E o cj n M (V 0 CV tV r e"ter t ^ = ^ � �•, N 2 .i75Q rr Z: 13 �d��.a �''t• r�'"4, i��i tFe - `YM1•i �n To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beading Engineer's signature and seal. W W a v a a <0t Cc,N O N W N 6 co p # 0 0 OD c a0 65 u LL N WMo� LL w a a Q d C J d Y Ur' 0- 0 Z m LL cn J ?� Z o �0 .@ 04 m J W r° g C, J m Z IL_ o o w Z N M VU7 H U Z Z OCIL ❑�❑ W V M � o Z � N � o � M �Q)U-- _ o ,n Ljjc � U 0 N LO w o �y N inU) arts c6 t— LU J I t U ) N 0 ¢ N M 14Io w M M Z O Z Q � Z� � 0 E U O � wz Z ® ❑a rao o E o �¢ 0o gZ co a? i az wS wz VS ru a ¢gz S9 ° o OE U .9 Z Z m J <w Q ¢� O �z 0 U W T ¢o Z W F o �� M Q > Co Ll') U-) CD p- c� CID 0 j co co CCN r m U-) I CS ILL. N M d- LO LID r co (0 LO r E M 0 Z Z E 0 CA N N m a E C 0 a o °; JOB NO : 23-04909 SCALE : AS NOTED SHEET NO. 4 I I II I III III In 9ITLWI� pi _ I LO L0 O 7 CN O JI 0 C7 I PO i LI LO .J 0 CD 0 0 f hO N Ln CV 8 L0 Q-J C C/) C) o` tz Q W) 0 v a E F�— E O S 0 J a v J N O L u7 45 0 0 6 a N O \ \ ai 0 d Z 0 0 Q J m 0 ATTIC VENTILATION CALCULATIONS - Al Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Off -Ridge Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. o but no more than 50 /" of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC Provided **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN`* SPACE SQ. IN. of SQ. FT. Total SQ. SQ. FT. SQ. IN. of of vented IN. of of ventilation to by Upper SQ. IN. of SQ. IN. of Ventilators .(Values to be verified with Manufacturer Specifications) . OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT ventilation vented be provided soffit ventilation See Ventilation Ventilation ( Elev ) OF NET FREE T e SOFFIT VENTS 7 SQ 1126 required soffit by upper needed required a STUCCO SOFFIT VENTS - SQ. IN. OF NETN. FREE AREA / SO. FT. needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 =(Linear Ft. of Deck -Air Needed) Main 28 1 Floor 2373 2278 325 1139 81 570 1 558.0 (Zone 1) 420.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. - - - - - - � o T I I co LpI a - I O J I I T U7 I I I 9 RIDGE I ( I 4'-O' RIDGE VENT I I I ' I w 3'-0' a O I a O U I ' N � � I di I ' I RIDGE - 11'-0' RIDGE VENT I �\Q ILU L O I 5:12SLSLOPE z F� N I > 14'-O' RIDGE VENT O I 0 O cc RIDGE o � I � I I 5:12 SLOPE I \� I a /O VJCN I T I All I I ZONE-1 I ATTIC SPACE I 2373 SQ. FT. I I 0 1'-0 ROOF PLAN - ELEV-Al_ SCALE: %4"=V-0" n'7 N O N Cn Uj Uj 1 r; a r'� o o w to N = N t Q � N 3 = o x a w Cy c E di � . ca as CL, = co E 0 a v M CV O CV CV O . 'i':. T i t c z2.• ; �, t� 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q O E U 0 O 07 N m ti0� ei i M V C W J LL a- a Y ro C �9 o3 W N (p °. cot: W co °' w ILCIL 0 N N Z Q 'Z Y O O U Z U W E311 z N M o � o z � � — v) z a (1)0 o - 4--+ U_ w N U 0 V) W o c c/1 LU w U. 'o N ° C CO m �® Q N �� O a M J w Z M J y � O Q LL ad- a zo >M Q o a p E >` V ❑F Z z® o a - U o Qo E o< az 0a 0z Q wo -w CO no 6 z= = mo OE 2 Ez C7 p LL 0 w W T k Ri a ¢ Jz =3 -o o < d wF a zI¢ 0 § L LO CA /^\ Fc— L (0 O G CD o � _M '^ v , W m LO r O - N � N �—I d' N L.() Q co LO s— E -E �- C'M to o Z (a Z 7 E O N E U n _j Q p JOB NO: 23-04909 SCALE : AS NOTED SHEET NO. 5 C C v 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 65'-0" UPPER �B 1 3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5'-4" 1'- s 3'-28 5'-0" 5'-0" 5'-10" S-10" 6'-0" 6'-0" 3'-10" Z-1064" 5'-1164" 5'-0" 5'-4° REINF. SEE PLAN. FOUNDATION PLAN LU Z W Q A 'HB� 1 STORY U.N.O. S3 : \� \ HVAC CHASE \� \ BASED ON ■ \ LOCATION \ 16'-0" 2,_94., 6'-10". .. r II}11 ( ■ 01-01, cv in co I L S3 \ \ \ I = _ = �— SINK / DISP — — r{ J fir —1 �- =11 :: I ; ; a :: } 1 I I 1 00 I A N o_ 53 \ \ 1 D.W. I II II I } 1 S3 LO \� \ IL =— _ I CHASE TOISL�(VLD— — — — — — -- : } I } I l I TYP @1 STORY U. N.O. ■: --�E PROVIDE 1 %" RECESS C' L _ — — — — —I— — _ — _ — _ - } ------ rn C I II I. T CJ OPT. • ' --r-CJ " C J II = ■ STEPS A5 REQUIRED I FOR SGD. REFER TO \ KITCHEN ISLAND I.. III REF. 1; " " " " " " " PER FIELD MASON'S SLOPE FOR \ \ LOW WALLS III 1' " : ; CONDITIONS I WIDTH \ \ I :�. 4'-0" I \ \ 16'-10" 12'-10" b r — — — — — — — — — --� INDICATES FILLED CELL w/ 3000 PSI \ \ CONC. GROUT FROM FT. TO BEAM _ W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3bob4'SI CONC. I TOP OF CONC./ PAVER TO BE ' ■ 4'-0" 4'-4" 4'-6" (2) #5 REBAR TYP @ALL PLACES SHOWN SLAB FOR HERTII�DO 0''-0" VERTICALS W/ijnHOOKED VERTICALS w/ in FTG. DOWELS 5" EMBED COUNTY ONLY \ \ \ \ 4"BELOW FIN. FLR. 10, FILLED CELL I W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI COW, PROVIDE Y2" x 9 Y2' >— � 'IT SLOPE STEEL" SLAB OVER 6 MILVISQUEE'N� � RECESS FOR FRT. POOR L I VAPOR BARRIER \ I \ \ M 2 -6' x2 6 X1'-0 FTG 10 M I -4" S3 Er CD 1 25'-10$" \ \ 9'-51, W/ (3) #5 E.W.A I 4'-4" LO CJ T. I REBAR °0 S3TCJ \ S3 CALS w/ in I r TYP @ 1 STORY I i? I AHU I I D CELL I 2'-6 x 2'-6" x V-0" U.N.O. iv r T-1 W/ (3) #5'S E.W. _.� I 2'-6"x2'-6"X1'-0*FTGT �_ — _ : W/(3)#5E.W. •�==� r-----ir— MTV #5 REBAR L J _ I II F� I'-3 SLOPE (2) w/in FILLED CELL I T'� ........ . . 112"VERTICALS I OPT. D I I OPT. VW II L — -J ; — 5'-3" 1'-10„ 3'_6" ih I o � T. ■ - — CJ :: CJ — CJ I I o �I 2 -�4' T 11' 1'- EDGE OF SLAB 2" BEYOND WALL I - K J in N r I S3 r M24 S3 i>7 I '- 35'.--4" 20'-6" ■' I I:• BUILDER TO PROVIDE . 0'-0" I •, I .. 2'-6" APPLIANCE PROTECTION I I WHEN REQUIRED PER 4'-0" 12'-1" _ _ FBC (2) #5 REBAR I //W'H'\1 VERIFY LOCATION VERTICALS w/ in : • ----------� ---/---i4 /�-- ------�: —� N ELECTRICAL PANEL +-- FILLED CELL ------ V-6" L 5'-78" A S3 TYP @ 1 STORY U.N.O. no M== I VERIF METER -I LOCATION WITH BUILDER 15'-0" FOUNDATION PLAN - ELEV-Al SCALE: %4'=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. J.O. ternate: reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" e� c�+t 2�9 rr 0 W �"1 a a m �0. © . tV L N O d s E = c �� Cr- 3 y• � d c�a a1i' a '•`� a t= N i3. ••� r _t, %j n M N 0 N N O I r S R' ` i� ''! ✓ ��a our - ..... ram., r. hy'a 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. vE o 0to NN N C o C? ( N �+ Q aLLLL w a -6 o Z c co uxi r mo �i W Ca 04 O O °' W � � N Z �( ZN OU L) ,. W ❑ ❑ vM� � N M � o o W NN O Q � — M a c CA �r 0 LL l.�7 LU ® 'tf `• U 0 N LU N Ln .N v LLE m'e... E t � 0 OJ 0 N O> p o w M z o Z LL- E C1 ECo �o z <� ❑n — rd �0 0O o¢ o� Goo �z aZ w M ¢o 0 m0 o � <� ZZ S og Z. co0 T 3 i rl z N F m <o o� � o v = 813 zl< © ' J L0 Lr) r rM ' ^ VJ 0 0) N T C QI O N V� � O O LL N ISO N LO �.. ce) LC) T E c M Z CU Z = V E 10 Ly c E U J Q J JOB NO: 23-04909 SCALE : AS NOTED SHEET NO. 6 ENCLADD IN WIND PR SSURES ANDOSUCTIONS FOR MEAN ROOFOHEIGHT ST 5 ftND RSH JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE 09Q FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP 1 -35.94 -49.57 -49.57 -49.57 771GABLE 1 -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILEI: 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: 7/6" EXP. 1 (24/6) or t%2" EXP. 1 C3,116) TILE: 1%2" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B 3130 3050 1 5/8" DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 518" ATR N LUS26 1165/1060 *' 1005/915* 8 -10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 wl (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F wl (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 1 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 FLOOR = L 1480 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 (6) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS I IwOF INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY 'ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" s+r! v cV c 0 co N {C O �. y z 3 c+ 3 •�• iO flJ o g M M N O N N O e� S t' 'yy4ti To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W 'I E a CD0 ci o N N V m co WC m N U)�tia N � (Ni v u a aLLLL Lau � z0 L=a C? 0 W o M C O ILAL Z CN MZ Q J ZN OU W ❑❑ v M � Z N M � O N Z o Q UN U I z V O C/:> W 6 U O W o �y N II ^71 v ' w. U) U � W J I— — E xl9 U 0o c U) Q N m � o J z w cl�z J � z Q i LL CL zo Zo e V ECU aF z z© ❑a 1— r0 Xo �o o E co o¢ a0 01 z rp m H L < z g z w WH Cn C Q a m 10 z z m J wo m ¢w 3 ¢ 02 zz Z Jo W co o s� <0 �z =w 1r '0M 0 w F ZIQ d 2 E2 .J I.f) LO Q C7 L qq CO O r 'Ile Y T— U) o N M m LO ) Q O M I .2 N N LO r Q LO r m E M 'E6i o Z cc z v E a a Ecu hi U Q 0 JOB NO: 23-04909 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17 4' and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load 1.O Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T © ® O FORM & GROUT SOLID O ;t. W 0 #5 BAR CONT. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE = N.T.S. E E i F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F'16- B/1T tNOMINAL. QUANTITYOF m WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS c9�f precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60, Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. ATTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° d 0 d ° ° .M.U. #5 REBAR AT TOP „ 4 ° 4 GROUT MIN. (1) REQ'D 1-1/2" CLEAR ° 4 4 ° r J � ° rn ¢ 5 REBAR AT = to U) W ° O BOTTOM OF a U)z uJ LINTEL CAVITY W. U 0 -BOTTOM o�ti0z - REINFORCING ¢ a c7 a 7-5/8"ACTUAL PROVIDED IN LINTEL Q p W f, ¢ O #5 REBAR AT BOTTOK 'NOMINAL WIDTH (VARIES) ai � a AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 4'-6" LL O 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-Al SCALE: %4'=1'-0" s•� N o N c a w >? r o l0 C7 N —tam x .. _ ;es o4ft m CZ Cc ••2 � N Y � a) S �- Cm CID � C1 41 C Ln c E' � n 2 M CV O 0 LO i Z, L/ _ r r- =' �difitv4t 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. fA F a_ ° C N m 0 Co C N n 0 ' ?- N inF-tiD fit Qj No� L Q to LL ry W —ate Y d 13 Z m c � rn _ = �9_ � o IYi N 70 W U) T m Z ¢ IL rn m Z ZN O U U W 0 EJ _Z N 0 00 co Z Z o � J m Ln Z v CD 0 4-1 f6 w E m U O w o tJl ws iq U W J - _ E L C U =p N N 0 o co M U_ i 4 o. w z Z a a L.L. �o U z ❑ �oao wLLz® z Y N ❑a cu H rO a Mg W¢ 0o co oa 0r Z f6 I— L Qz o Wz ¢o Ws zZ Z m J SU m Q W g ¢ ° o� Z az o Au W� rsz tW- �3 oz Jw =O J �O w aO C13 N m ca CL co 0 r✓ T _ L) m L , O WN co T LI � N � It N L() 00 Lid - — 0 M z =3 E Ip r_ E a 0 � a o � JOB NO : 23-04909 SCALE : AS NOTED SHEET NO. 8 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 ABUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLYTO 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 Y22 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAID) 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. .12 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. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2,2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD THE OF THE GUARDRAIL 10 PLF APPLIED VERTICALLY DOWNWARDAT T OP OF 0 E 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 & 23.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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. LOCATION F REINFORCING ARE TO THE . . 3. ALL DIMENSIONS PERTAINING TO THE LOCA ON 0 CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 1 y" 4' CONCRETE TYPE MIN. 28DAY 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, SCSI 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 C 8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and heads installed spray shall not be within 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, be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 Cncrete oVerpot�r and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment, 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed issued. a pest control company before a certificate of occupancy will be The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ce7t a c Cn .o 0 .o C to C� N m x +: c 0- y 'W L . yi o d to Q r N o' c, E s c m U._.¢ L co a o.-. a as W m � M CV 0 N N 0 LO a y ,r ••fit .. •`� � � �ied GLs u�`4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a vE 0 V 0 o C N r N ��,CN (nr"L IH a V LL N M 0 LLw MLJi- a Lou- 0 W U5 U 1j mZ co w Q J 0 u7 M ZLL a < O N O Z 0 W 13 El Ur M M � zM .- N M _ O m N z o � o d Ln m z CD o N W U O V) o La N ) U L=U: z� L U o Co o r, o coC J Z_ w `) M J ZO z Z 4 2 � p ` . >M Qa E 8 wz® °a H (o CIL Mo so O ru o< °� Z L wo p aw s cn � <o �< m0 o � Z�� m J Uzw "g ¢ �w �z 8 o gZ LLa W m aw =� H o II� _ < aF 0 j J L0 LO °' rn .--,. Q c� (0 ,- U N m Co LO +_j Q O N I 0 0 t(0 N It Q LO M to T Q Lti j 1� � a) m w C0 v; 0 Z Z :3 E O fc U a Q p JOB NO: 23-04909 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" Q01 - STUB -OUT FOR 1'-0o ° o " GAS METER 0 a O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1 U-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. 6'4" (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. 13'4" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 panels wood panels Two 3/4" wood panels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 ,Hood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x T lumber Double 2 x_ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap FILL CELL STD, 90° HOOK BOND BEAM F_ to LU Ir a STD. 90° CONT. #5 BAR — ,5 > HOOK BAR SIMPSC w/ (22) NAILS 1 5/8" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR 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 N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4" max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. _ 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2"min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. 9 BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls 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.* —� Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End I Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-112" 11-7/8"1 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE 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 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET W N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) -F-10d nails SECTION a� INT. BRG. WALL require additional consideration. 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam " `" ' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch Joist hanger ,le 7K or drill flanges • ■ •77PIRM 6„ A 1 2 6 7=ROUND DO NOT CUT HOLES BE CUT ANYWHERE INLARGER THANTHE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" S 1-9' V-1 " 1' 0 1 2" V-3" '1 3 T-7" V-11 " 2-4' 2-9' 32 3 7 Any 1G Idst 12 _ Span -- 16 2CJ 24 T-a' 1""" T-,2" 1' 2" V-3' T-9' 24' 2'-11" 3,-T' 4-2' 4'-9" 6',4'° 11-91 1""1, 71 1, 2" 1. 7" Z_-91 3'-2 3'-ICJ" 4-9," 5� 7 6-41 7 2_ t, .. 1,_1,. 1' 2° 1, 2.,. 2' {J 3' CJ' 4'-[7'" 4'-10" 6'-11" '-11" 7'-11"". T-9' 1'_1,. 1' 1 3., 2-S' 3' 7" 4-9' 6-10-17, 2. 5,-4. NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE, USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT, DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)—�- Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM e a " . SEE PLAN FOR °• ° . • e . FOUNDATION INFO a. 4 STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. GRADE ° REINF. SEE PLAN L-A/C CHASE 4" PVC— (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. .�® • o LOCATION OF SECOND H10A (WHEN SIMPSON H10A w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION °1. PVC OR SCH40 SLEEVE PLUMBING LINE co Z ° 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4°. 4/ d° a 4 a ° ° SEE FND. PLN. SIZE & REINF. eh N O cv cm _. D —i W >Cz m Qn -a CV L .d.NY N CL. m � a. >r M O N N 0 rr o v To the best of the Engineer's knowledge, information and belief, the structural plans and specificatlons 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. om W Q �E 0 V C CO= N 0 ��W m U) ° LO4 Q 13 M u- u_ LL W W a �o 0 lz 0 N w 00 Z ILW 0 m N ¢ - �n Z N OU v O ' W ❑❑ z N M o g z z o M z v (DV) � o 4.,W U O V) o c Y uod C.3 4 LU i_ J (° O U t r 0 N r, o J w c U_ z¢ n z Z Q C CL E zo �� Z z p co Uco z z0 oa F— rO g0 Uo — Ela o CO o o 0 < wz -Z M ¢z = -6 L: o OU mo 0� m J ,m <m >z ¢w � Zo S oI. 0 � 3 0 z a z Wt/D m ao a� wI o 1§1 014 �C) C J LO LO m Q c� C m T— + j U) Q O ._ N b to 04 N Q LO N Liz Z— LO T ui E = C) a z z E Q E N io a E U -0 Q p ° JOB NO : 23-04909 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 INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1 Rr1 TnFNAII S T P.R\ FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r 11/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. 4 TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1,4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM =111=1 I I=I 1-1 M�91=,Ll I ° I I III -I 11=1 i I —I ;- D7158-CLASS G or H, or ASTM I (=1 I I=� D • 1=1 11-1 D3161-CLASS F, IN 'I-1I� ,I�1 I�I—I ° ACCORDANCE w/ TABLE "I =1 i I I=1 11=III=III=1 I I —I I �I 11=1 11= R905.2.6.1, FLORIDA BUILDING L I I I=I CODE 7TH EDITION (2020) CI I 1�'ITiI 111 l 111 i I F RESIDENTIAL 8 ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT 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'IS" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 11' NOTE: EXTEND WlAXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE !_ �_ r ° - °° 6 MIL VAPOR I _ D I II BARRIER p 4 L N D: • I COMP. SOIL. �I (COMPACTED TO 95% III MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.:N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/411=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 81, C.M.U. 111x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4"TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS _ r 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY 00 _ NOTE: *FOR BEARING WALL `V _ T W/ UPLIFT ONLY = i FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4"--,, z ° GRADE 00 _ _ G • EEI a _'-III—I 11—I 1 t-1 11--I REBAR w/ OPT. 11111 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 1411 13" O.H.D. RECESS Z O.H.D. RECESS _ _ 1 Cl) r e. }j. (� a �� 41I 11—I III - ��111=III—II .•a;'e.- _ T 111=11 I : ; . 41, .' •, —I a I 11I II I • I-111, SEE A/S3 OR J/S6 —'`l! I u- i l, lit l 111 IT - FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR)') / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES AND 12" O/C FIELD 5/8"OR 1/2" HIGH STRENGTH --� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _\ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 ELEV. -0'-3 112" �� 31/2"MIN. o CIO 7Pr -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ' BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS -2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) — (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 0 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2" MIN. 1/2"(min.)- 4" J I/L ,I111{I. —1; 11 I III I I I h-Ri I I I 1 i I1 I I —TI IT, 1Til I 11=1IIII I� (2) #5 CONT.I —1 =111 �_ TI Ir ' 411 V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL C� STEP C� SHEARWALL "SHEAR WALL" SCALE: 3/4"=11-0" SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C U INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 INTERVALS NOT EXCEEDING 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 FIOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH - 11= 31/2"(min.) - 4"�EVIL _ 11 ITI IIII I ITI— 11=1 I 1=1 111TI� (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL" STEP SCALE: 3/4"=1'-0" 6 x 6 W1.4 x W1.4 WWF OR 11=(I 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH 1 WEEP SCREED INSTALLED BAR --�� PER MFR INSTRUCTIONS Z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi c� d 1. D D ' T r� _ b p u. FINISH GRADE °O 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] I_f=� I _ 6 6 MIL VAPOR BARRIER71, _. T MN-TilFEE—, #5 REINFORCING BAR R 17!8" —� I I ICI i i—III— r z I I �I 1=1 r=1 #5 LAP SPLICE COMP. SOIL. (COMPACTED TO II • D ° , I —TT-F-LTrT 95% MODIFIED PROCTOR ASTM D1557) — I I III-1 I r TI II—I'I I 1 I I- 4" 11-411 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=14" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 211 HOLD GYP. BD. 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALAIS re — ¢ INTERIOR -3 1/2" .a a d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 1 _ CV M 6 MIL VAPOR — --� BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=T-01' —2X STUDS @ 24" O.C. U.N.O. GARAGE GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN ! CONT. BEAD SEALANT E T 6x6W1.4xW1.4 IN ' WWF OR FIBERMESH ) CIO G' w I K S3 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS K�F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" Q.C. MAX. xnr- SEE PLAN FOR TOP OF BEAM (2) HTS20 — aW P2x4 P.T. ATE 7n6" O.S.B. COLUMN LOCATION z w O ¢ > > w J � w Esw w U) SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z w 0 � w J W o W W 01-01, FIN. FLR.jk NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE LU D U CO I i Il--III m ° b . W �IIITIIIIIII P co (2) #5 CONT. =1 11=1 I I ON 3" CHAIRS 8" 1'-4" (TYP.) 1/2"(min.)- 4" IM 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH �, E . D. O III - III PIT. 9 TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO ° & LAYOUT DESIGN a — —� SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & 1IT _ CONNECTION INFO co II . ° a ,d �7 11� 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 � gff ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO, SLAB STEP & RECESS S.G.D. rM SCALE:3/411=1'-0" S3 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" � MASONRY WALL AND O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN M W/ MIN, (2) #5 VERTICALS O° GRADE FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) c� • Z 1--W Q U BRICK PAVERS or SLAB PER 00 v • •' • • z COMMUNITY SPECS " ¢ ...;.V W 0111111111 WMA 1� e� 0 r.o tY7 0 :P. LU ar� co m y+ C tL d a <o o •tn c0 M �odd-C2 I N ;5- E M N O N N CD s i Lba 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. rn O aco 8 � o I O N O N m 0 N m r n fn U)I-- r-a N O C aui # LL LL _J J L.L LL• a- y'�°. _ z o D d Y 12 M N O Y W O N M Z ¢ J N OU ¢ U U U W DO q) z N M — o � N z o � —o Q N zEMI W �J �N 4.1 L1.1 m U O W o v W J E N IN v a c U' Q ® ®YmYm N Is o z W � M J za O z z 4 � =o zo C- p E VCU ❑� w= z® pa I--" r6 a � g a 00 a o° Zr Z's —m J ° aw s< '0W 3 � T 0LLa yF oLL r3 =H o Jw <� �o �C) J LO °' m Q 0 (� O r _M U 0 4 W m T QI N O CD CDCD LO N LO r LO T M o Z Z:3 iii E O C E UQ cc JOB NO : 23-04909 SCALE : AS NOTED SHEET NO. S3 (MONO) GYP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (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 (T DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXI UM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE M INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/(1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO -- TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT STUD W/ EVERY3) Od NAI S 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// F 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL 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.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 518" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 4 p p a p d d d a, p p 8 STD. 90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION LIE NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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 4r FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J - O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL i 2x6 MOUNTING BASE 8x8x16 C.M.U. GARAGE DOOR C GARAGE DOOR ROLLER CONNECTION ASSEMBLY — GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a p e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF kA 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a' iARAGE OOR vvvn r rinvrX W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 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" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 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. 00 SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER 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 @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD d z a 2x TOP PLATE T 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL —y /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SCALE: N.T.S. — PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED 10d @ 8" 0/C ATTACH ALL f EXTERIOR STUDS W/ IAI 16d TOENAILS TO76P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION J/SS -ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC / RECESS SP4 SP4 SIMPSON SIMPSON SP4 —, SP2 —, NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 / SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 —10d NAILS @ 6" STAGGERED �o I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970#SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT C ROOF TRUSS ABOVE 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING ?X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED /8"X10" J-BOLTS 2'-0" Q.C. 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED 2X8 P.T. M BOTTO PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING ° ° BEYOND. ---- -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24.22 SCALE: N.T.S. Cr* !V N _ .- c+ 0 W CD Y= o L. �o c., m N �o V, a !V t y occ 4 (V Y m-5a 3 Cc = .3; M O CV �o W 1 C> 1 ;r is i J r \ b YCnE 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 st uctural engineering portions of the drawing pages bearing Engineer's signature and seal. d tll W a �E o M o 0 0 ._•; terra 4 N M V LL J w � LL 555 � o � Z w I W .t+ u 0 lU N ��pjO' m w L Z M Z of Z N O U U O v W ❑ ❑ � � o R o ! N J C C3 c/l M � Q) a) 0 a--1 (a Lli � Q A V 011 �N g �. a F J E t sl z t' �� !I o W Y ® ® o z w 0 Z Z W o zo >M LQ iNV ra goa 00 E &¢ o< ccc 0 a? L a w o a z w w W c 4Z �a m0 of a m J oo >z 8 0M ° �z '0 Cn a � o< W '0 �w m 0 �o �k o wY ;o mi a 00 zl¢ 3� > LO a; 2 �\ Qccc N d. Cj r Y m m b L0 r Q O NI S2 N LO N LO r U t co E M o Z Z E Q �; m` E U 03 n Q 0 � JOB NO : 23-04909 SCALE : AS NOTED SHEET NO. S4 n SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/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 SEE STRUCTURAL NOTES AND NAILING UNSUPPORTED, ( ) SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND 2" 45't / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILA 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 SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING ATTACHED W/ 10d END 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/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING 77 DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT 1 DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2)1Od (NOT REQ'D WHEN / TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2 CDX PLYWOOD OR 7/16 @ 48" O/C FOR THE / (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & • AND 12" O.C. FIELD BOTTOM ATTACHED \ (2) 16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, � 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 Cf 5r 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7) 1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 W/ (7)1 Od NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 W/ (7) O.C. MAX) W/ MIN. 4" 10d NAILS & (4)1/4"x21/4" SCALE: N,T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 15 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N r"' N -- X-BRACING, AND TOP r "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° I SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 ' 1l " (2)16d NAILS -WOOD TRUSSES 2"x4" CROSS BRACE APPROX. 8" FROM -2X4 RAT RUN BRACING 1 1 2" x RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 4a 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2) 2" x4" LAMINATIONS W/ 1) ROW ( ( (3) 2" x4" LAMINATIONS W/ 1 ROW (2) ROWS OF () (3) 2 x 6 LAMINATIONS W/ 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED - MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) ED ES AND 12" O.C. FIELD 1/4"xi 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL I LL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L— 2x4 BLOCKING W/ 1Odx3" @ 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) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" 55 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 CROSS BRACING DETAIL 1 S5 12 6.9 MAX. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 SCALE: N.T.S. S5 GABLE TRUSS 12" ;SH SCHEDULE ATTACHMENT 2 SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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" G/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T,S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48 , O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE 2 2"x8" "L" BRACE ( NAILS AT EACH STUD FASTENED WITH 3 SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) ( ) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. SCALE: N.T.S.S5 S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0,) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS^^ ^ —..vry i. ocrnnv�a - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN d w LU 0 it o O W Ft LU o ' 0 C'1 w — — — — — — o o w a g NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 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 en N 0 Cn _o >LU n > W "90 . c� a 9 o C IC Ci N N d O CN a CD o> s v CD � L C. an N a- .M r- E _ M 0 0 F iI CD _ - e z 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 0, o O (h UE 0 0 o:" H _N �rn� qt LL Q J LL 3 L w IL d Y V W Ymo o o�� C)W F a? of Z Q J N M Z 17- _ Z oU < L) W ❑ ❑ o g N a) z o � J U) rNi z1CM1 �N 0 u, 0 N w o O N Ln v J lowW T CJ 'o m c M _® N rn o z w ® M U- ¢ o� Z z Q LL E z❑ �O }N 01 o E: V oLL wz z® ❑a I- r0g "o E p-0 °z z i a= w z - �� ao =mo 3a�w w� 0 z t� �a 2< g 0 a C. '., 0 �w� J o w.< F >x M v 5 a � o O = (0 J LOm m 11LO Q c� L CD CT r ) r U v W m - LO T j CO O V) N 0)_I o C) LIL, N d, � N LO r U) T � M o Z m Z E E O� N m E d U J Q ❑ J JOB NO: 23-04909 SCALE : AS NOTED SHEET NO. S5 i _I i LO ai a co 0 �I 0 0 I r� i LO a 0 MI 0 O I i M N N 0 LO LO 9) v c� 0 Y C a N O i 0 a E F2 E O a J a •U a� LZ N N N LO 45 a 0 0 a r•n O LO 0 0 W Z C> 0 n m a 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P T TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. i X 4 1x4 P.T. 1x4 3-1/4" LONG X 3/16">D L 3/16"Q� X 3" LONG FURRING FURRING FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS TAPCON @ 16" O.C, & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2 EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON 16"TO PRODUCT 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2' EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" a _ O.C. & 4" FROM EACH ix4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3° 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"0' 3-1/41' DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C, AT BUCK 2 x 8 45A DIAGONAL (4) l Od 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)1Od 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 BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT, BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW--' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX jl SOLID BLKG. AT TOP BTWN. H ARCH BLKG. & BUCK Z-O" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG, AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS ,LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 RE& (TYP,) STD, 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM91KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED ' PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 001 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —j NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4Y�' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL PER ANCHOR) OCCURS g #5 CONT. TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. Trr PRESS PANEL REINFORCING INTO PLACE. — — 6" MIN. LAP SPLICE W/ o I H I=I I- *WITH` — — — I I II RER FTROWEL T COVE PANEL REINFORCING UPP HAL OF MORTAR BED REINFORCING PANEL SMOOTH. DO NO FURROW. �i ill-1 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT III —I I (- FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N ° REMAIN FREE OF MORTAR. NOTE: ``' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • r, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 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 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 01 J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ,R FHE S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN I J F CHANNEL, FASTENED PER — NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) O #5 REBAR (TYP,) 040 r 'STD. 90° HOOK (TYP.) 0 SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"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 S F01 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.* 2X0 + �' <FNOTy + + + + + + + + + 2X4 SYP r EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ ++ SUPPORT SOFFIT I , IllJIJ' SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS qPP 4HFFT nq ANTI SIMPSON HTT4 W/ (18) 1Od 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: 31Y - r lz z O U_ O W U Q Z) U @ FIRST COURSE 2"x BOT. PLATE W/ (2) 10d @ 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 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB TAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND DJOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT a ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN n' a' RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0rr 51-011 ISH F ° u P rD - ° n #5 BAR x D. 10 CENTERED W/ 2 ° • . au 9 H IN TOP o KNOCKOUT/ nl ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °. AND SECTION DETAILS CLEAN FILL DIRT z n °.• ° STANDARD 0 99 HOOK N #5 BAR IN - FILLED CELL, It s° 1�• \♦��,• ♦ \�. s• ♦ .0"kV.,Sk- STEMWALL FOOTING SIZE AND —77 MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. en CV N 0 C M CN mA N M O L 4 N N y E = c 0 a v 3 cc cc ee d a� 7 V y C cis w s. CID a fM CV O N CV 0 O A' ..� .. .: 0 i ,._;'E'er To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W �E V (A Y 0 m to . p H co M =LOi", ii Q N r # IJi aj (h d• � � C J LL W LL J D Z W —a a Y m c rn 2 o 1- � 'Fa CN Z `r' m Z N OU U) z El El z N M o � N z o � —o V � z 4J (D LL a--+ 0 Ln W o ct- w (0 's U r_,_r L m Q N ®I IN o w M z 9 o z Z 4CO 0 CO U w? Zo z © oa rr3 910 00 �E p¢ o� CEO °adZ dZ d o Mw d � 30 Y m Z 7 N m J SU mo <- ZH >z �z 3 HW 10 go a Wc`gn T � y W m J o wQ �5 ;o ch -.4- a r .2 O J >� LO LO aM m Q ca z— c I U m �N^ En 4-1 Q a--+ n co I co o O r LL N O7 L0 Lco OIt T Q in r 00 o Z ca z = Y E O i6 y `c Ca E � c 0 Q o JOB NO : 23-04909 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.)_ SCALE: NTS TRUSS NOTES: CONV. 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 MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB --- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vv/ L-Ivu �w "ll [ I I IAV vv LU TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB ' PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING A BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. � SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) L.SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT A � A SEE PLAN FOR SCALE: 3/4"= V-0" BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE KNEEWALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED ENTRY FRONT WALL IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. r 111/LLL • SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS 40 AT 8'-0" MAX WOOD TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d TYP. NAILS U.N.O. 2X10 #2 SYP CONTLEDGER w/ 3 . () VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL E 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO) BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT o EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL .° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL @INTERIOR BEARING PLAN FOR MORE INFO 5" SCALE: NTS 3 4L V, J SCALE: NTS COMMON B M . ATTACHMENT 18 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OIL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ N SP1 10 Od ( ) ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS AT NAILS AT BASE & SIMPSON NAILS SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAMING - BELOW @ 16" O.C. j OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. a xx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD TRUSS OR SEE PLAN FOR (3) 12d TOENAILS TO PLATE BELOW -- - -- _ - -- - - _ - MASONRY WALL 4°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ d 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL ; OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ • o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. � ° W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR d TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION 4 COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. °� SECTION @ FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY 8 CONNECTION r22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS �s cn .= g Z au _ m X �. �U-� ir+ y a w a o = a c E o � v M N O N N O a, o �, Y`^ f To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W aq 0 E 8 0 0 O00 m N M1 N QrnN0 Z 103 N u7 m ,J LL LU LL a = - d Y _ Co� L:..t� o �. W :3 Co p t ILN i02m m J � MZ ZN O V C-)O W ❑❑ V M N O O W CQ�y 11111-11 O Q Q -J — CO 0 a ON00 ,, � U O V) W o R 0 N U LU law UJ U o �' • N 0 o z W C0 M z ¢ 2 Z L.L N E za g O yN ¢ N oa of �aoz a0Xz Z � ro az wZ a <o �¢ O U m� o, z z m 15 J O ¢� F Q W �z 3 0 3 T w yW W m ¢O op F= �3 JZ =H 0 wF a III ol< o p J (� >LO ai �--. Q 0 co 0 � � U ++ r _ W m Y Q O co c) I Lco N It LO 1--- MCn � r E d' M o z z E O i N Ca cc C a U Q p JOB NO: 23-04909 SCALE : AS NOTED SHEET NO. D 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER •V TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 0.6 cm: 30.5 cm ( ) include flashing as described in Section R703.4. g s SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLEl1 WINDOW) Z NAIL BRAND OR EQUAL WEATHER O EXTERIOR CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means O PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. WEATHER G SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE z BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or UNDER DECKING SUBFLOOR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied pp pp g p pP SELF -ADHERED FLASHING ° ° - 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 HEAD FLASHING TIE-IN INSTRUXTIONS: No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. cut, fold up ri temporarily secure weather RIM JOIST buildingappendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. q p THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 3. Fold weather resistive barrier back over head 2 1 2 O 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 flashing and seal with tape 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. Scale: NITS SELF -ADHERED IN OWING ■' 1 FLASHING ■' EXTERIOR DOOR WITH HDD CKHING S SECTION A 0 CEMT. FINISH SILL/ POT HEDLF/ CHIMNEY Y SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING -�/ 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL'DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL , ° O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, _ BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" READ ESIVEASSEASE PAPERO WN))sE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF ' ° MASONRY WINDOW BUCK c 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 , 2) SEALANT JOINT ° THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 s ° WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO WINDOW FRAME 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY I Z'/ ATTACHED PER CODE SELF -ADHERED FLASHING O 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 door be installed in the 6) TOOLED SEALANT REQUIREMENTS 2 at exterior window and openings shall accordance with one or more of BEAD BRIDGING following: CLADDING AND WINDOW FRAME z SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing Instructions or for applications not addressed in the fenestration g 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details AROUND, INCLUDING SILL. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 UNDER DECKING 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. q g9 p 9 p g FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ■' SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ , 1.4 In accordance with FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. --►)Ground f 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING I 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 utters. g JAMB, SILL AND HEAD DETAIL Lath APPROVEAPPROVEDDOU Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL ESHEATHING WRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 3 Q O "V SEALANT SOCKET WITH o JOIST „ 7/8 Cement Plaster TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° ° a Foundation Wall ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING ° ° ASTMC926 in accordance with SELF -ADHERED FLASHING 1 ° a q ASTMC926 2 ° ° ° ° Felt backed metal 3" MIN .. .'4� lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 b; with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 2 O 5 Building Paper ,' j Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■ ' SELF -ADHERED FLASHING ■ • FOUNDATION WEEP SCREED ' Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Instlled As Per Manufac . Specs. PRODUCTS DETAILS TILE FINISH STRIP OF SAF LEGEND I SELF ADHERED FLASHING (SAF) o MaintainStampede Bottom of cauk botomr similar Q DRAINAGE PLANE WRB DRAINAGEPLANE (DP) WEATHER RESISTANT Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2 DUROCK w(WRB) W i BARRIER - - BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- SELF FURRING (SF) LATH 1 1 /2" to 2" p Above Roof Wee Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q I PLASTER ACCESSORY Sheathing Installed As Per SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS ® Manufact. Specs. 1'-4" PER PLAN z Detail Instructions 1'-0" PER PLAN I I WONTO WRAP DID WIRE; THE VERTICAL 1/2 „ Cementitious 44 Refer to the number marked as # in each detail that corresponds to the SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list of Instructions below: FLANGE AS AN AIR in accordance SLOPE BARRIER with ASTMC926 All inside and 1. Install self -adhered flashing in order as shown by numbers 8" CMU I 3-1/2" INCH FLANGE over wood 2nd ®.®o°® ,0 a ,,®®, outside corner will floor 2. Install flashing and weather resistive barrier to form water shedding • ®•®,® need to be miter laps ° 4" OR 8" CMU - ° a _ - - - I e ®°o o ® cut and caulked all 3. Self -adhered flashingcan be substituted for building paper g p p (PER SEAT DEPTH) ° Z Z STRUCTURAL FRAMING '®°®,® ®•` butt joints need to °' 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT becaulked using embedded in the adhesive layer) -for ease of installation and to a 0- 0- >Y �,� �,� STRUCTURAL SHEATHING ° ®` Stampede or sim. minimize scoring cuts ° a ° a d THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and a e = CONTINUOUS BACKER DO NOT SEAL. - - DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" ° ROD & SEALANT DRIP SCREED PLASTIC Minimum ° SLOPED MUD BED ° Lu = Lu ACCESSORY I l BOND BREAK WRB 6. Fold as shown by arrows ° a °a a w SF LATH �I 7. Angle of corner may vary, adjust folding of the flashing accordingly to W 3� I fit tight to corner VINYL SHOWER PAN - ° ° ° O i� I Note: 8. Mechanicallyfasten as necessary ry °°a _ _ _ _ _ _ _ _J SLOPE - The building paper and metal lath must be LEHa Cement installed over the top of the weep screed. ° PLASTER STOP A Plaster o CONTINUOUS BACKER ROD over block 4 4 4 a & SEALANT 1 st floor 4 CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ ■ SOFFIT/CANTILEVER SCALE: NOT TO SCALE erg CV O cV Cn Z co W 1:2 v an P = cc CJ ».: L. 0- Q ym+ N Y d E s c d CJ L {'Fl d dy S:1 _ 0) ea A Vi �- i. 2 co N 0 N N 0 0 l a at f c3 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W g d E 0 o 0 o N N W o� n oo N 00 '''tltltl a t� � - J U- w a Z maw o_ � W i W LL['n : m'Zo ��m w MZQ N Z OU 0 Co W El El z N M O O O z m N z o � Q J - rZ � N M 4 W U O N ,,, o C N .) U _ E mi U o N Q p 0 Ilf� o M J O w Q ZZLL- E E �O o= aN z® o� t_ . 0o E ` 1 4 az O K °Z w = co za w0 Ea J 2 U " m O H ¢ w �z 5 y ¢� zo dz co ' m'0 �� 1 d 2 o wa ,o a H M v oI¢ a � � > J LOLO m m (0 (0O _I r } T r ) U CN m mLO co r <C a4-+ U) co 0) I O N 't N Liz ,-- Q C r E M o Z co :3 E rn 0 Co a 0 0 ¢ o °; JOB NO: 23-04909 SCALE : AS NOTED SHEET NO. W P Q. it punting Brackets 00 Gatil l +Va + Il vYa TrSKR Cross 5upporl (May be colt to W) 5m Anchor Schedule J fig ht Bratket (a 6 Cla Urge) 1 t2" Dia. A325 Gals. #14 If-Drillinr) y ��rya I��+ ti7pp screws s I rl7PVr7 s:. r i A/C Unit Bottum Edge Httrti�alle Snap �-s ln'Ypic I In Brit) tAtaiSl'1 i1f§ Front Cross Support SelRocking Nuts {May be cut toli Left bracket (16 Gauge), 1114Self-Drill tng screwsThru Bracill Back Cross Support Into AIC Unit Bottom Side (Typical-- 3 each side for hurricane use) INSTAUATION;l: i. . ;I. •rv,tic ntuuSttuup urtateru uumu, air pcosedeni wine c,-h )4.a rsu , A- 0&.- ��•+��n.j,�r��p��o��r�t�as�s�{i,"y..-. c Stull lruWE9g AVill"le "Ilk wirers t {araallr�l R£ will 'e9r*i Florida Department of Business & Professional Regulation Building Codes and Standards ProductApproval Application Dotal] Page 1 off 1211Bf2021 rq ..e s �.a.. E' ... ur _ „Se•. .i h:FsN". " ti-- 1'. ; m .......,, ,^•:, �'. 1 � a, " 'S m';8 1' Y #+�' irn 51" -,..., ..,.. N s.;: �" k, Cir� zr: n3 k '�`., .r... *r '*�.. " ww'^r ., „ a', a Ms ei -'� .:. -r: ^5fi 4e`,- ti iJ , ��.rs, y� M "r,'<s•:-. sr' •-5.1+` v+ _ _"' ivs `" t" e ^ut �° < .Fit x;�+ v "Y `r code Brower b Data Date Daze Pendlna ODDe 'Nate Version Manufacturer contact Enalneer&Lkerree Validated Ea Validated Submitted FBCAporoval Apart, Blue Affirmation 2020 smart Vent Products, Inc. Michael Gmhaia Harm-F. Naao P.E. Locke 6os-den P.E. 121612020 12MO12020 1212612020 Approved Category: Structural Components (877)441-030 PE-73Tr8 (334)300-1800 Subcategory:. Products Introduced as Remit of Infoesman ventcom PJ wT.mnolagy 0-rillanee Method: Evaluation Report from a Flodda Registered Architect ora Licensed Florida Professional Engineer FLM22-M Products - QuelllAssurance Approved for Use Approved for 1.1" Illi Design seers,. Product Mddel.Numhar. or Name PLpduct Desmiodon Conlrad Expiration Hale In HVHZ outside HVHZZ. Resistant Prists- 1 SmaHveM Motlel #1540.510 Dual Function Flood and Vemlletlon Vent 12/3V2023 Yes vas N/A .1001100 2 Sme tvent Model #1540-511 Duel Fund. Flood and Ventilation Vent 1213I)2023 Yes Yes NIA •100N00 3 Smadvant Mode 1#1540.520 Insulated Flood Vent IMI120M Yes Yes NIA +10DF10o 4 SYradverd Model#1540.521 Insulated Flood Vent I2)3112M Yes Yes NIA .100AIDO 5 9-rtV- Modal#1540,524 168qud; Garage. Door Flood Vent 12f312029 Yes Yes NIA. NIA S. SmirtVent Mlodel#154050 Wood Vdrkl Insulated Flood Vent 12J31)2023 Yes Yes NIA +100k100 - SmaHVent:Madel t19546574 1458qud::Gamga Door Flood Venk 1213112023 Yes Y.as N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oft In42D21 Code 1511111tv- or pig PAB Duo Pendlno Date ]¢gg Vereron Manufacturer Contact E.Olmarr 9, Licari Vairdated By Validated Submldetl FBC ApprbVel Armo- 11111M sl nRaN o. 2020 Drexel Metals, Inc. Jason Sh a,Zachary ry'R.P0as1 Looks a Bo,-id¢n PE. OB/ 02020 Oai0920 10/1.3220 Asprovad Category` Footing (502) 303-1511 PE74021 (334) 300-1BOO Subcategory: Metal Rocall ishumate@draxmet.con Compffeiace Method. Ewluatimi Report from a Florida Reglstend Archtebtbr a Licensed Florida Pr.f.%I w Engineer lh17512,Rm Prod cks aualltvAssuance Approved for Use Amrovedre Use Impact Daii Sea.#.: Protluct Model Number or Name- Product Deserindon Contract Exnirallon Data In Il Outside Ill e.le nt Pressure 1 DrexelMetel ft0ofing Systems Dad 1GONS,. DMC I5DSS, OMC 175S, DMC 20DS, 121312025. Yes No NIA t0F1a0 DMCSV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail W.- Cod. entity or fie. Date Date Panding Data SYZ Version Manufacturer Contact Eromear& Licartsa Validated By validated submitted FEIC Approval A,,,v d at& - Revision 2020 Therma-Tru Corporation Steve JBapermn Lyndon F-Schmidt P.E. Ryan J. rdng, P.E. D4/152021 12f31202o 04r2M021 Demao21 Approved Category: Extend, Do- (BOO) 843-7628 PE-43409: I6131787-8555 Subcategory: Swinging Exterior Dom Assemblies slsspersnniMlhermatm.o. Carripllanca Method: Ealuatldn Repel from a. on) Florida Raglidared Ani itector a Licensed Florida Professional Engineer FLt2066045 Rmidurt6 . . QualllsAsmom.e Armroverlor Use A-ved far-0se boded Dmipn Sep# Produyt.Modely Number or Name Product Dsar.ftlipn. ,Contract Expiration Date nit HVHZ outside HVH2 esR letaot Pressure 1 a.Theens-Tru Fiber•CIe..I-d Smgdth-Ste, Nominal 34.#39.88quo1JmpadBquo; Opaque 12/312e26 No -tits Yes N/A Composite Edge Fiberglass Smgle. Dom (lnswing/Outswtnp Xconfiguratbn) 2 b. The -Thu Elder-Clessie and Smooth -Star Nominal 6b#39:8&qud, Imped&grmt: Opaque 121310202E No Yes Yes NSA Composite Edge Fiberglass Single Dom wph Zlits(al (Inswing/outswing: XO. OX Or OXO renllgurahois) 3 c,,Therma•Tru Fiber-Cmssic and: Smooth-8tar Nominal 6&#3988qucr lrnpa418qu0t, Opaque 12/3112026 NO Yes Yes NIA 4 rL `.Ton Rba-Clas r nd Smooth-Sta _ ..Therm ,r spa. r 5 -Ther -Ton Filem-Classi-rdSmmth-Star 6 f. Therma-'nu Floe-Classle and Smooth -Star 7 g. Therm -Ton Fiber-Classlc andSmodh-Star a h. Thera-Tru Fiber-Classicend SmmthStar a 1. Therma-Tru Fiber -Classic and Smooth -Star 10 1_Theme-Tru Fiber -Da ask, and Smodh-Star 11 t. Therma-Tru Fiber -Classic antl Smooth -Star 12 I. Thermic-Tru Fiber-Cl-sic. and.Smodh-Star 13 rd. Th. -TN Flb.,ClasaLand Smooh-Star 14 n. Themra-Ton Fber-Ciess c and Smooth -Star 15. o:Them)a-Tru Fiber-Classle and Smooth -Star 16 p- Thenrm-Tru Fiber -Classic and Smoeth-M., 17 q. Therma-Tru Fiber -Classic no SmodthStar Composite Edge Fiberglass Double Door wilt or vthout Sderies dnswng/Out-ing XX or OXXO configurations) Nominal 8'0"lmpact&qud Opaque Composite reFbor ass:SingleCaor � >X In- in tOutsain Rcona uratron S9. ! 9 9 Nominal 8E#38;0 &qumImpoolteluot Opaque Composite Edge FiiberglassSingle -Doorwith Sideld s flns butsvi ;XO. OX. OXO t 1- rg ng anfapumtions) Nominal 8&#390&quoklmpacl&quol,:Opaque Composite Edge Fiberglass Doubt. DocrwiNt w with cut Sidelites (msiring/Oufsmm: XX.gr OXXO rnfgumti om e) Nominal 69#39.8 &qud;lmpad&quo; Glazed Corylosi'ts Edge FlharMess Single Door (Insaingfoul.1.1": X conflgumtion) Nominal 6&#39'8& ot3m ecl u Glued qu P &q ob Co ixi Edge Fiberglass Single.Doorr/ih 81deliki (Ins,villglOulsvliny;XO, OXor OXO onfiguralim. Nominal 6'8 &quoOmpact&quota Glazed Canppsao Edge Fiberglass Doubla Dear' Mth or without adalW cl-fin /0utsrn9 XX or OXXO g Comixop ationia Nmrynal 84#39 0 &quM;mplict&quol; Glued Composite Edge Fiberglass Single Door (Inswing/CuCswing; X con1g millon) Nominal &&#39O &quolmpirdt quot.:Glaaed Composite Edge Fiberglass Shi Doorwth SidalWa) (In-Ing)OW-ing: XO. OX or OXO configu"IMel Normal 88#39,0 &qud;impact&quot: Glazed ConposltE:FAge Fiberglass Double Dom of or Mth out Sidelites (In%,InglOulening: XX m OXXO configurations) Nominal 63#39 B 8 d Im ad m.Glazed 4i p fig Molded OP. composite Edge Fiberglass Single P Do 9 9 Door nnvion laM Xco f ration 9I0 9: 5u 7 Nominal 6b#39 8 &qum3 mpactamuctGlazed Mokktl Open Cornpoote Edge F berglaas Single Door vrith Gleaeq Molded Open Sidellte(s) (1-1,glOutswing XO, OX or DXO configurallms) Normal 6&#39 8 ilia M.hnpad&quot Glazed Molded Open Compost, Edge Fiberglass Double Door vAth orw ihoui Glazed Molded Open sidetitas (InswingfOuts4ing: XX or OXXO coMpuratima) Nominal 69#39:8 Squo;impao&quol: Opaque Com Single Door withPosite Ed 9 a Fiberglass Molded Open Sidelitefs) (Inswing/Outsvving: XO. OX or OXO.-frig. rations) Nominal 6&#39 8 &qud7mpacl&quat Opaque Composite Edge Fiberglass Double Darwb or withod Glazed Mooed Open SldeMas (InsuvngfOutsaing; XX or =0 configurations) 1MI2026 No yes Yes NIA. 121311202E No. Yes Yes N/A 12f31)2026 No Yes Yes NIA 17/31t2026 No Yes Yes N/A 12/312028 Na. Yes Yes N/A 12/3112026 No Yes Yes N/A 121=026 No -Yes Yes WA 1213112OZ6 No Yes Yes NIA 12131121126 Me Yee Yes NIA. 12G12026 Me Yes Yes NIA i213112026 Na Yes Yes N/A 1213112026 No Yes Yes NIA 12G12028 ft Yes Yes N/A 1MV2026 No Yes Yes N)A. Florida Department of Business & Professional Regulation Pagel at Building Codes and Standards lrnozl Product Approval Application Detall u ode rul Bass Date Date Pandlno Date ZM V sign Manrfacturm Cmad Errdnaar&ucwtw Validated By Valldafnt spemne.d FaCAmpw; Approved state Revision 2020 POT Industries Jens RosoY:sM Miarril e6CCO-CER Miami -Dade 13000-VAL 111192020 1o/2B12020 112412020 Approved Cahagan /. Exist I Doors (941) 488-0100 (T88) 315-2690 &AoCatagory: Slidhg Exterior Dom Assembll'es Jroaaw•4kl�pgflndgatdeB.0 Camplianse Method: Certification Ma rk.or Listing om FU26i,1133 Pmducfs - - Quality Assurance Atgrizw4fpr Use Approved for Use Impact D,sim Sad# Product Model. Numhor, Name Product 0o..r1 1pn Contract Explisilloil cats an NVNZ Qutsld-HVHZ RiarMam Pressure 9 SGDS57.,L. rg. Miss9e Impact) Vinyl Skdmg Glass Door 041W2021 Yes Yes Yes N/A March 6. 2023 PRODUCT APPROVAL SPECIFICATIONSHEET (20 3) Statute 3 84 and Florida Administrative Cate 98-72 lease provide he information an approval numbers o e 's As required I� Floridatofu � . n l 7 t +�rerrl n � a 1 numb rs on building components 1�tS listed below if , � p p pp �I they will be utilized on the construction project for which you are applying Ibir a Category/SubcategoryManufacturer Product Description Approval Numbsr(s) Test Pressures Epp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67,0/-67,0 psf 12131/2026 TherinaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 + 7.01-97.0 psf 12/31/2026 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL 04'70 +90,0/-80,0 psf 12/31/2026 B. SLIDING MI Windows and. Dogs Series 420 FL15332.1 - FL15332,5 $' 40.01-40,0 sf p 12/3112024 PGT Series 5570 NOA 21-0205.03 +38,7/-38,7 psf 4/14/2026 Pella: Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/810018200 #1105 8 7 FL8 48.3 +31.0/-35.psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16 7) FL8248.10 +30,01-33,5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16 7) FL8248x11 +34,4/-38.3 psf 12/3112023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607 707,727,747,and 847 Single fit Pairs of Doors FL11537A 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 10/812023 PGT Series 5500 FL230.2 NIA 7/3012025 Pella Corporation Series 10/20 FL11206 +35,01-3530 psf 6/17/2027 Pella Corporation �' Pena 10 Series FL16603 +60.01-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55,01-55,0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.01-30,.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/2512031 C. FIXED MI Windows and Doors 'Series 185 FL15349.1 +60,0/-60,0 psf 4/3/2023 PGT Series 5 Se r s 20 5 FL243.5 NIA 4130/2025 Pella Corporation � Series 10/20 FL6694 +50,0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flame Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353,2 NIA 12/31/2024 PGT Series 5500 FL261,1 NIA 5/2612026 E. OTHER 3. PANEL WALL A w SI DiNG Hardie Building Prod. games r i � Cem ank La Sid'n and HardiePl n L Sidin pl p a� lank Lap FL 3192, - L13 912/31/2023 1 1 F 1 2.2 � B. SOFFITS Alside Solid and Vented Vinyl Soft FL15272.1 - FL15272.2 + 75,01-75,0 psf 12131/2023 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 NIA 12116/2025 B. UNDERLAYMENTS Tamko (for Shingle Roofs 151b Felt Underfayment FL12328 NIA 6/29/2023 PIyg lass USA, Inc. (for Tile Rood POLYSTICK TU MAX FL5259 NIA 1.2/23/20.23 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Copp Arch Metal Thompson , P p Off Ridge Vents '� FL16918.1 - FL1691 ;4 N/A 919/20.26 Florida Metal Products, Inc Vent RV 10 FL21580,3 NIA 12131/2024 Lomancoi Inc DA4 Exahust Vent FL17202.1 +97.5/-97,5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849o27 - FL7849.28 N/A 12/31/.2025 Boral Tile Saxony 900 171_7849.16 - FL7849,20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONSr DMC 150SS DMiC 175S, DMC 200S, DMC 5V FL17679,1 +01-180 12131/2025 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 NIA 12/31/2023 6• STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strang --Tie see chart B. TRUSS PLATES Components IT Buildingp AI ine Truss Plates FL1999,1 - FL19 .4 99 NIA 12/31 20 4 1 2 MiTek Industries, Inc, Truss Plates F1 2197.1 - FL2197.5 NIA 12131/2024 C. ENGINEERED LUMBER Weyerhaeuser Rini Board, LVL, PSL, LSL FL6527,1 - FL6527,5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630A5 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/20 4 Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Paget of iM022 �,.`^�! ,-•. ,-r ,-.�. � � ,.� � s� �g.a� �.r'�s-y.�F' � „�:... �z.r?- �3 � �'�' a"W � ,.. � � -�- �<. , `f' � �ss. � T f., �.,.� ""<' -5�.� ,.. Code. Entity or Date Date Date PendIVgg Type yetsig .Manufacturer Contact Enalneer &Lioanse Validated ev Validated Submitted FBC Approval Approved status Revision 0 T - u 202 herma Tr Corporation rp Steve Jas erscn Lyndon F. 5chrnidt .. p y : PE Ryan J. King,- P:E. y D7123/2d 0 07/9212020 07f29/2D20 2 90f1312020 roved App Cal"gory: Exterior Doors (WO) 843-7628 PEA3409 (813) 767 6565 Subcatagory: Stinging Exterior DrmrAssemblies sjesperson rm @theatru.co Compliance "hod: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Professional Engineer FIL#2047o-R3 Prod, ucYs Ouallty urs once Approved for Use AR11g Yogi Usa Impact sl n Sea?1 Product Model. Number or Nama. Product Description. Contract Expiration Date. In HVHZ Outside HVHZ Resistant Pressure 1 a.Therms-Tru Fiber -Classic and SmoothStar Nominal 8&#338&gtxot;lmpact&quot Opaque 12131/2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (In gfOulsmng, X configuration) 2 In. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39,.8 &quotlmpact&quat, Opaque 12131/2022 Yes Yes Yea NAComposite Edge Fiberglass Single Door with Sidellte(s) (InsvdnglOuisvuing XO, OX or configurations) 3 c.Therma-Tru Fiber-Clasalo and Smooth -Star Nominal 6&#39,8"lmpact&quot Opaque 12/91f2022 Yes Yes Yes NIA Composite Etc Fiberglass Double Door with or without Sidelltes (IrrasrvinglOutsnving; XX or OXXO configurations) 4 d. Therma•Tni Fiber -Classic and Smoath•Star Nominal 8&#39,0&quctlmpact&quoi; Opaque 121312022 Yes Yea Yes NIA Composite Edge Fiberglass Single Door (I nsvdnglCuternng, X confguation) 5 o. Tharma Tru Fbaa-Classic.and Smortn-Star Nominal8&#3908qu[;Impect&quet Opaque 12/3120227 Yes yes Yes NIA Composite Edge Fiberglass Single Doi Sidelde(s) (InswingrOutail XO, OX or OXO configurations) 6 f. Therma•Tru Fiber -Classic and Smooth --Star Nominal 8&#33,D &quotlmpact&quot Opaque 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or wthout Sidelites (Inawing)Outswing; XX or =0 configumtipns) 7 g.Therma-Tru.Fiber-Classid.and SmoOthStar Nominal 6&i1398&qum;Impact&quo;Glued ID312022 Yes. Yes Yes NIA Composite: Edge Fiberglass Single Door (I"sWrig/Outswdng; Xconfiguration) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&# RS &quot:lmpact&quok Glazed 1213112022 Yes Yea Yes WA Composite Edge Fiberglass Single Dw,wth Sideide(s) (Inev ing/Oulsvdng, XO, OX or OXO configurations) 0 L Therms-Tru Filow-Classic and Smooth -Star Nominal 6&#39,8 &quoklmpact&quat Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or Wthout Sldertes(lnsW(ng/Outswing XX or OXXO configurations) 10 J, Therma-Tru Fiber-Clasalc and Smooth -Star Nominal 8&#59,0 &quctlmpact&quo; Glazed 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (finswing/Out-ing; X configuration) 11 k. Tharma-Tru Fiber -Classic and SmoetnStar Ntlminal 8&713g;08quctlmpect&quo; Glazed 1213112022 Yes Yes Yes WA ;Composite Edge Fiberglass Single Door wth 3idelite(s),(InswinglOutswiing XO, OX or OXO. configurations) - 12 I,Therma-Tru Fiber -Classic and Smooth-Sfar Nominal8D aquotlmpact&qual, Glazed 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Double. Door With or without Sidelites (Inerving/Ouiswmg; XX or OXXO configurations) 13 m,Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3s,e"lmpact&qum, Opaque 1213112022 Yes Yes Yes NfA Composite. Edge Fiberglass Single DomoAth &quoY,Non-Impact&quot Sidelite(a) (InsytipglOutswing; XO, OX gr OXD cerilig uv ill 14 n. Thermadru Fiber -Classic and SmoothStar Nominal 6&1430,8&gllot;lmpact&quot, Cpaque 12131f2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Dom with "Non-Impact&quot: Sidelites (InsvwlxjlOutswing; OXXO configuration) 15 o. Themta-Tru Fi ber-Classic and Smooth -Star Nominal8&#3Q0 &qur7tlmpact&quot Opaque 12131/2022 Yes Yes Yes N!A Composite Edge Fiberglass Single Door vvb &qupt:Non-lmpaa&quot` Sidelite(sjj (Insw,nglOutawing; XO OX or OXO configurations) 16 p . Therma-Tru Fiber-Clal and Smooth -Star p Nominal 88,*g;0 t Ion act& of Opaque -: p qu -121312022 Y es Yes Yes NIA iburg, composite Edge Fiberglass Double Door with Door &qum;Non-ImpadBquot; Sidelftes (I meving/OutsW rig; OXXO configurationj 17 q.Therma-Tru Finer -Classic and Smooth -Star Nominal 6&#2aS Bquot;NonlmpacI&quok Opaque 1213lr2022 Yes Yes No NIA Composite Edge Fiberglass Single. Door (I nswing/OutsWng, X configuration) 18 r..Therma-Tru Fiber -Classic and Sm4opth.9thr Nominal8&#398&quot:Non-Impact" Opaque 12131f2022 Yes Yes No NIA Composite Edge Fiberglass Single Docrwith. Sidefte(p)(lnsvAngtOu1bWng XO, OX or OXO configurations) 19 s.Therma-Tm.Fiber-Classic and Smooth -Star _ Nominal 6&ff39;8&quct Non-Impact"_ Opaque 1MIJ2022 Yes Yes No NIA Composite Edge Fiberglass Double Door lw t or IMthout Sidelites (ItiswinglOutmOng; XXcr OXXO configurations) 20 t Thenna-Tru: Filter -Classic and Smooth -Star Nominal 8&#.39 D &quot Non-Impact&quct'Opaque /2/3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (In-rlif0utswing, X: configuration) 21 u. Theirma•Tru Fiber -Classic and Smooth -Star Nominal 88Ml)&quotNon-Impadt&gUot Opaque IM112022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelites) (InswinglOutsvrng; XO, OX or OXO confla urationsl 22 v. Therma Tru Fiber -Classic and Smeoth-Star Nominal 8&#390"Non-Impad&quol, Opaque 121312022 Yes Yes No NIA Composite Edge Fiberglass Double Door Wth or 2theut Sidelites ohm ing/Ouswing` )Or or OXXO configurations) 23 w. Therma-Tru Fiber -Classic and Smooth-8tar Nominal 8&#39,8 &qugtNm innpad&quoh Glazed 12t3112U22 Yes Yes No NIA' Composito Edge Fiberglass Single Doer (I nsWngfoutswaM; X configuration) 24 x. Thamla-Tru fiber -Classic and SrnoothStar Nominal 6&#39,8 &quotNon-Impact&quot, Glazed 1213112D22 Yes Yes No Nl Composite Edge Fiberglass Single Door with Sidelbe(s}(InswiniffOutswing XO, OX or OXO configurations) 25 y.Tharma.-Tru Fiber-Classicand Sme0tp-6tar Nominal 69039,8"Non.Impact&quo; Glazed 12f312022 Yes Yes No N/A Composite Edge Fiberglass Double Door VAth or Without Sidelites (InsvinglOutswing; XX or 0XX0 configurations) 26 z_ Therma Tru Fiber -Classic and Smooth -Star Nominal 8&039;0 "Non-lmpad&qum; Glazed 12/312022 Yes Yes No WA Composite. Edge Fiberglass. Single Door (I nawng/0utswirig;,X configuration) 27 za.Therma-Tru Fiber -Classic and Smocth-Star Nominal 8&#39.08quot;Non Impact&quilt .Glazed 12r3112022 Yee Yes No NfA Composite Edge Fiberglass Single Door (,fh - Sidelrte(s} (msw rW0utsAng XO OX or OXO cbnfi uratiOn. 9 ) 28 zb: Therma-Tru F81or-Classic and Smooth -Star Nominal 8&039;0 &qurrt;Norrirnpad&quo;Glazed 121312022 Yes Yes No N/A Composite Edge Fiberglass Double Door width or vithout Sidelites (Inswing/Outswing; )Ora OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of 2 1 W021 code andur or Date dye cats, Perrino me Tea Version Manufactuiar pC ntaa EnPJO br& License W161 lvd tie Yand tad. submitted FBC-Approval Approved Status R.,A.Icn 2020 MI Windows and Doors Brentsl0ingef Luis Roberto Lem49. .Steven M. Urloh. PE 10/082020 10/0612D20 i0J1912g20 12/15/2020 Approuad Category: Exterior Doors (717) 365-3300 PE-82514 r,717)317-8454 SubCalegory: slicing Exterior Door Assemblies bstBhger@mbad.com Compliance Method Evaluation Report torn a Florida Regurt-d Archaic( me 4censed Florida Proressionel Engineer PL#15332-Fig Products Quit llty Assurance Approwdforuss. Approved for Use Impact Dealn Sean Product Model. Number or Nam. Protluc[Desmind. Cbnlracl Expiration Date: In HVHZ outside fill Resistant Preye, 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 1213112024 No Yes No N/A 145-31"quotx800trot NON -REINFORCED 2 SERIES 420ALUMINLJM SGO SERIES 420ALUMINUMSGO OX XO, XX. 1213112024 No Yes No N/A 96&qud:x80&gvm; NON.REINFORCED 3 SERIES 420ALUMINLJM SGO REINFORCED SERIES 420ALUMINUMSGO REINFORCED OXO 12+31/2g24 No Yes No NIA 14&3/4dqud:x9S&quo: 4 SERIES 420ALUMINUM $GD REINFORCED SERIES 420ALUMINUMSGD REINFORCEDOX. 1MI12024 No Yes No NIA XO, XX9681qumX96&quol 5 SERIES 420ALUMINLJM SGO REINFORCED SERIES 42CALUMINUM SGD REINFORCEDXXX 12/312024 No Yes No. WA 143&qum:x96&qud; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagei V2 102021 __.- -- "+t F 11W m Data Oat- Oat. pandr a 112 1Tr pg version Mantragrurer Contact Enalneer&Llceirse Validated By Irradiated submitte FBCApprosel Approved Status Revision 2D20 iNaynB0.Ian,a division or Overhead Door Dwayne. Konish John E. Scales. JeffreyP Arneson PE. 10/12)2D20 D90a)II020 10234026 IVIW2020 Apprared Corporation (330) 763.8121 PE-51737 '(904) 821 5200. Category: Extarlor Dealt dkomishQwayne-daltch.c SuhCataaarY. Sect onal Exterior Door Assemblies on Campll-ir MothOtl• Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer PLd824&R2il Products :.. :. Quality Assurance Approved for Use Approved for alas Impact Oe_m Sea # Protluct Mode, Number or Name Product Descrlodon ContraftEmIratiprilbary ID HVHZ Outside HVHZ Resistant Pre_,-Issl rg 3 80O.10018200 #1 t05 5&#39: Max sil 14&#35: Max height. Glazing 12/312023 No Yes Yes +31 001--35.00 available in top or Intermediate sect 10 8000/81OU8200#1123 168p3S: Max width. l4MO; Max height champ 12/312023 No Yes Yes +3o.Wf-33,50 available in aP or latemlodiate section. it 80001810018200 #1124 108#39: Max width 148439: Max height.: Glazing 12I312D23 No Yes Yes +34:40F38.30 eveilable In top or intermediate section: Florida Department of Business & Prolesslonal Regulation P.O. I art Building Codes and Standards 1au2021 Product Approval Application Detail PP pPi Code entity or Data PALe Date I elldlna we Was Version Manufadurer Corded Engineer&License Validated a, Vandal Suhmlbed FBCAnpmval Apomved Status Revision 2020 Comes Division cf AADG. Inc. Tom Ratlay UL LLC Tray Bishop. P-E. 12I012029 12JOV2020 1221/2020 Approved Category: Exterior Doors (641) 494-1813 i954) 947-d8B0 Sub Category: Exterior Door Components tan.reZe.aseebley.co Compllance Method: Certification Mark or Listing m F(�(,1537-R8'(xYotluots `,. ,' orally Assurance Approvedfor Use Approved for Use Impact Design San# Protluct Motlel. Number m Name Product Dsscruidon Central Expiration Date In HVHZ outside HVNz Resistant Pam' g 1 60T 707 72?, 747. 757.777 and &47 single and Parrs Of FloW Glazed, and Louvered single and mirs of 10312025 Yes Yes Yes WA Dome - hollow metal doors. Florida Department of Business & Professional Regulation Pagel Utz Building Codes and Standards I s oz1 Product Approval Application Detail God- Entity or Data [Me Date Pending pale Toe Version Manuraeturer Contact Enquiries& License Validated l3v Validated Submitted FBC Appm¢af Approved Status Revacin 2021 MI Wlndops and Doors Brent Sitinger .American Architectural Steven M Urieh. PE 111/712020 1111712020 1127)2020 Approved Category: Windows (717) 365-3300 Mmufacteare Assodetipn (717) 317 8454, Subcategory: Single Hung 6sirringer@ml.d.com compliance Method: Corlificabon lull Listing Quality Assurance Amprese l far use Approved far Use Impact Deakin $049 Product Model. Number or Name Product Description Contract Expiration, Data In HVHZ "aid, HVHZ Resistant Pressure 2 165 SH 52x72 FIfi/Flaoge Frame IG/SG Single Hung 1DIOM023 No Yes No ,W-W Laminated Glass - N � N Oo � U Q O O O O Cl =0 O .�W T 0 -a O M Li- O -cn c J= a) U) � 0 �/�� O Q � .� W Q a Z Z W t O z �M C m N C 1r 4n cc to C= C 46 Q c0) Y d 7 E C 3 to t� is a1 as � y .3. Q U_ m O fx •� A 7 �y N Ct- C E R O W A C_ O 0- O CL � U O 0- (I) 0 V m O LM W Q W z J Z Q J t2 SHEET NO. PA 1.0. � -Ii-0 (1) (1) _= I Florida Department of Business & Professional Regulation Pages at 9 Florida Dapartment of Business & Profess -ions] Regulation Pago I of 1 Flonch E)epartmelint of Business & Professional Regulation page 1 of I Florida Department of Business & Professional Regulation Pggelot2 - CD (D -4.- 0 _0 > I Building Codes and Standards lt4M22 Building Codes and Standards &2021 Building Codes and Standards 11512021 Building Codes and Standards i&2021 C- =3 - 2 2 _0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (3.) 0_ = 0 a) CL 0 L_ 1 vat�� 1-NO I 0;g _..' -Z 29a Entity o 24k Data loaft pending Date I ., ., ., �� z z .1 ::::::: r 1111111 . . . . . . � - 1. .-, � = M -0 O_ I Approvecl Status Caral. 9,11t, or ost. ode Data Pondlirm Did, Code grilkyor PAk pall Date Pointing Data code Entity or Data Date Date Pending Data . . Twe Revision Version Manutuaturer 20M Thar -Tr. Owp.rafl- Contact Enalreer&L.Imese Validated fly ftv.,J..p.oa.n Lyndon F 8ch .idt: P. E, Ryen J. King: P.E. Validated sulonal F RQ A pip ng va 10/0712021 09M80021 1011312021 lV1512021 Approv,d TYPO Version Manufacturer � contact Engineer a ucense Validated Submitted FSCAopwval AporgVed §114112' 7v.. V,,Iw M-affectumer Conrad Enark..'a ucm,a Validated W Validated 80,11:10 F3CA-,,l Approved zdm TV-- Vanslun Manufacturer contoct Engineer a Livorno V,1111,md Ell! VaNdat,ni atubdilb.0 FsC Arrmiyal ftor-d Eau 4-0 (D E5) _4� U) 0 (D -1-ii Category'. Exterior Caere (800) 843-7628 PE-4340g (813) 767-6656 Affirmarm 2020 PaTInd'u.Irl.a done Rld 1011-ii-D.de SCOO - CER Wmnr-D�d, BCC0 -VAL 11105020 110512020 I Irl 11RO20 Apprwed[ Revision 2020 Ml Windoes and Doom Brentairnm American Atchitectural Steven M. UrIch. PE lQJQSV2020 10106=0 1011912020 Approved Revision 2020 MI Whadw,s and D.- Category: "dows 8,antSltllng� American Arch lackinal Steven M. union. PS 1 lJ22/2020 1 1422Y2020 lla&=20 Approved (717) 395-33M M.nutdinussAssoci.a.. j7l-1)317�8454 - = CID , Fn I Suh,Category: 8Wnging aterior [)car AaSerrblikas ejaspefsonothornrl Category: Wind- (94i)486-0100 (7tei) 315-2590 cateacryo windows SubCalogiono Horizontal Sld� (717) 301�330(1 M.nultactummAsawl.don I717)�17-8454 lb-Allng.rarriv,pl-cad. Subcategory: Fixed baiffingerginikod.corm =) CU (1) -0 0 Compliance Method: Evaluation Reportframa. M Florida Registered Architect or a Licensed Florida Subcategory: single Hung Compiler- Method: Carthl.artion Mark or Lialing irosoankfigpikindustreso - Compliance Method: Certification Mark a Listing Compliance Method Certification Mark or Listing -0 0 I Professional Engineer I 1� - I I - - - " I � - - I- - I I I - - -1 I 11 � = 2 .= -0 Ful"38-i'128 ProdUcca I I I I I , � I I I EiIMMI-RI!Prdtl - I I I I FL*1534 g-RUProill I I . I I 0) Fi.ly"fil tit? Prod I " I I :1 I 11 � I I I - ., I 11 - I I � " I ,� � 11 I I I � r , I I I 11 11 QUallf, A,,,-, Approved for Use Aeor-alfortle, lagl_.gt E),I,g I - I I � 1 Quality Assurance I � I I I Approvedfarthle Approved for Use Impact � Volatile seap Product Model. Number or Nam Quaittv Asah'mrs'. ArrouroMfo, US, Anta,viad 1, Us, imlibla Deal- Product Doserhatio Contract Excitation Date In HVHZ Outside KVHZ Resistant PressUrt 0 0- = 0 = 5: QuelityliSsuranGe APProyadfalrLISO ApProvedfourUse Impact Design So" Product Mallet. Number or Nam. Product Description contract Expiration Dale In HVHZ Outside HVH Resistant Pressure a-# RM-11 Muchair Nu,g,r,, Prcd,ct Description Corhmot Ek,i,,ti,g Data I, kvH outside HVHz R,Vstamt P.... 0 LL S" It Product Model, Number or Name Product Deceription Contract Repiration Date in HVHZ Outaide HVHZ Resistant PressuL. 2 S145500 (Large Missile broad) M,ryl Biagio Hung u0nd- DW3012025 Yea Yes Y M)A I HS 180 Flh and Flange Fr. 73x62 I asulad.d Glass 02J1 GJ2024 No yes No +551-55 1 165 Puy 73 a 72 Insulated Glass 041103/20�S No yes No .66140 = = - M 1 a Thermita-Trul Fiber-Claussic and Smooth -Star Nominal 8&039.8 Oqueot;N-Agnpact8quot Opaque IM112022 No Yes No WA ,,- Composite Edge Fitiorgilloss Single Dow X U) 2 b. Th.-a-T. Fib-Clap.l. and Smscoth-St.r (I nsyvinglOutswinij; configuration) Nominal 6&143eil &quotNon-Impadt" Opaque 1 W112022 No Yes No N/A Composite Edge Fiberglass Single Dow vvith (31 L_ L- Sidelite(s) (InsivingiOutawng: XO, OX or OXO w _111�_j CD_ -Re-forl.) . C/) CU 1i 1.0. ca- 3 a Thwm.-Tru Flher-Cinsi. and Smonth-Stgr NwMmnI,6&039;8 &quotNw-Ihnpaet&q.ot, Opaque IW21V2022 No Yea No NfA CIO _41-ii Filhergiam Composite Edge Double Door Win or - = F U) < withoultSidelites (In�mngIOutsvvng: )0(or O)C(O -0 . - configurations) 4 d. Ther-lo-Tru Fiber-Clasasic and Smooth -Star Nominal 7&M,D &quot,Nwl-Impact&quat Opaque 1213112022 No Yes No N/A - Composite Edge Fiberglass Single Dow 5 a Therma-Tru Fiber-Chumic and Smooth -Star (InawngfOutswing; X mnfiguretion) Nominal 7	0 &qu0t:Non-Imp8ct&qucrt: Opaque 12i3112022 No Yes No N/A Composite Edge Fiberglass Single Door With I Sidelibe(s) (I rm%vinglOurtswng: XO, OX a OXO 6 I. Therma-Tru Flicer-Classic and Smactir-Slar configurations) Nominal B'0 &quol;Nw,Impac;t&quot Opaque 12J31f2022 No Yw No NIA Florida Departmont of Business & Professional Regulation Pagel at Florida Department of Business & Professional Regulation page I &I Florida Department of Business & Professional Regulation Pat. I .f I a Composite edge Fiberglass Single Door Building Codes and Standards IFFID21 Building Codes and Standards 1FV2021 Building Codes and Standards 102021 0rxn4ng/Outs*ng; X configuration) 7 g. Therntla-Tro Filber-Oleassiv and Smooth-Sbar Nominall 8'0&quotNwtlmpiottkquck Opaque 12151 i2022 Qompmto Edge Fibergl ass Single Door rath No yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ' Sid.lita(s) (Inswinglouttwng; X0. OX or QXO I -- �� I -_ I ''I I � , , ��."Im'_ - , - .11_N3.-k -"_ -, "I owfigumetions) 8 h. Therma-Tru Filber-Classic Snixoth-Star Nominal 8&#3,9;0 &quat;NonImpad8quot: Opaque 12i$112022 No yes No NIA and Composite Edge Fibarglasas Double Dow Wth or code Fj,fiw or Data We Data Pension R912 ---- I- I --- - I � . . . . . . -- -C-41 EMW - 2" Data Data P-Sho Data �� - Case Entlity or 2da Dale Dat, P ... In, Rils! 4 Wthout SIdelites (I nsvAnglOulevving: XX or OXXO 11122. Ygositan Manufamaury Cooled ti-Inessr & Uo- Validated Skr Validated submitted K FEICApprov,11 8o-,d status T's" Version M-fac,burs, Contact lincil-& License, Validated By V.11[dat'd Submitted M Apacrunral A-mo Atfili'll am Version Manufacturer contact rnall & I.Joein yaldat.d my Validated Submitted FaC Approval Approved status 9 I- Thernia-Tru Fiber -Classic and Smooth-Sbar -figur.li-s) Nominal 6039:8 &quotNon-1 nrpaw&quot Glazed 1MI12022 No Yes No NIA . Affirmation 2020 PGTInd..trlaV Japs Roses,all Ivimrri-o.d. GCCD- CrR Mlaml-DadeECCO-VAL 11)0512020 11105=20 Ilf1 112020 Appre,%ki Rv,i.w 202t MI Wmd-s .ad Doom giant alung.r Lula R Lcer.s. PS Steve. M. Lal.h, PE 100?2020 lefi)(Ir2020 lfl/1942DW 1211542(l Approved Affirmation 2D20 PGT lnw.trh.a jame R.-Id blan,14).d. SCCD - CER Nli.rrf,�Dade BCCO - VAL ilJOM020 1110512020 1 Ill V2020 Appro-ed I Composite Edge Filb.mlass Single Dow Cgball.W. Wnd-a (9415486-001) (7116) 315-2590 Catogkvr. Wind.- (717) 365-3300 PE-62514 (71T)M7-0454 cal.g.T. Wild... (941)466-0100 �780) 315-2590 (Inswrutputswing; X configuration) Subcategory! Hiked Incsvesk6ligtindustres.c submlegrny! mulliong bsitlingor4ody4corn . S.tICA.D.Fr- Mullane ji-asovsk1@09tinclusahme 10 J_ ThWM2-Trul Flicar-Qlassic and Smooth-Sta r Nomanalt 6'8 &quotivon-I mpact&cluct Gland 12i3l=22 Cornip-lbe edge FIberglassSingle 0-rWth No Yes No NIA Complitraiamathod: Caml-fim Mark a Listing I I I am I I - I I I 1� I compliance Method: Entuadon Report torn a Fl.d& RasiI.Wn,cl Architact or e. Licensed Florida Complia-M.Ultid: Cartill.sti.o Mark ar Listing am Sidelfte(e) (InsvAng/OutsvAng: X0, OX a OXO -1 ,FtA243-R24 Pr I - I - I I I I I I I I I - I Professional Engineer FILRilf-R13 I 11 k Themrl Fiber -Classic and Smaxoth-Star CorifigUhsiti-S) Norninall 6&#39:8&quw:Non-lmjaact&quw; Glazed 1215V2022 No Yes NO NIA - I Chralliv As-, Anderarrad for Use Apanavad for Use lada-2-d Doollart ,- I PU"235-1115Petill-dut � I 11 I I 0-Iftar Assup-re A,,,,,d far Us, Approved far Uss Impact past.. Z Composite Edge Fiberglass Double Dow Wth or 3-4 Prilsluct Model. fitanalher., 11- Product lesayriodort Cckrtrayt Expired!- Data I. HVHZ outside Hv Ralidemad: pmax,ma I - I I I §Lqf Product Model. Number or Name Producit Description Contract litinlrallonDau, In HVbZ Outside HV Resistant Pressure Wilracut Satellites (Intsvving/OurtsyAng, XX or OXXO 5 PVV-5520 fL.g. MI..11. Impact! Vinyl Farad Wind- 04aD/2025 Y., Y Yea MIA Quality Aggunamads Ayru*wdfo,U,, A ... Yod far Us, ],cast Design 1 Mullions lo-Ali Doors an it Wind wts Aluminum Mullions D5126r202(i yes Y" Yes NA configUrebons) sea 0 Product Model. N-bor w N ... Peoduct Descrintlo contract Expiration oil, Ill HVH Outside MVMZ R.11st-1 len"s., 12 L Therma-Tru Pilaw-Cla&sicand Smooth -Star Nominal 7&039;0 &quot',Non-I mpsaffiquot, Glazed 121392022 No Yes No MIA 2 5n4 Vertical fidummum Munch 12*1=24 No Y. Y.� NJA Composite Edge Fiticirglaw,5inglis Door (Inevvrig(Ourtawng; Xoprifiguralion) . is m. Th-T. Filb.,ZI-i-cl S-9,91a, Norninal 7&039;0 &q..t*,Nw,Imp.xA&q,.k 01 ... d Imir-Im No Yes No NIA Composite Edge FiberglassSingie Dowwft Sidelite(a) @nsWng1Oum,Mrg; XO, OXor OXO config"'ation.) 14 n, Thhamna�Tru FibecZIacsid and Smooth.St2r N.11hiN 8'09quotNon-IMpad&qUck Glazed 12�3112022 No Yes No MIA Z Composite Edge Fiberglass Single Door (hrusivingfOudgwing; X conlIguradlon) 15 o. Therma,'I'm Fiber-Claask, and Smoarth-Star Nominal U#X0 &qu.t,,N.n-I mp.cb&q-t; Glazed 121,3112022 No Yes No, MIA C,ompoeite, Edge l'iberglaresSingle Doo-fth Sidelfte(s) (Insuving/Outiowng: XOL OX a OXO Florida Department of Business & Professional Reguladon Poll, 1 of 1 Florida Department of Business & Professional Regulation P.g.2&2 Florida Department of Business & Professional Regulation Pace, 3 ff4 16 ip� Thermsx�Tru Fiber -Classic and Smooth -Star canfiguhartlons) Nominal B&#3%0&quot,Nwt-Imp@ct&quct Glazed 12V5112022 Composite Edge Fiberglass Double Dow Wth or NO Yes No NfA Building Codes and Standards I MF421 Building Codes and Standards ltifflril2l Building Codes and Standards 301023 Wthout$idelite5 (InswinglOu6switz XX or OXXC Product Approval A Detall Product Approval Application Detail Product Approval Application Detail W configurati.mi) ppliketion 17 q. Themna-T. Filat,Cles.i. and Sm-th-Star Nominal N#30:8&q..tNonImpstcAquct Opaque 1213112022 Composte edge Fiberglass Single Door Wth No Ybs No NIA - I - - - - __ � .1 , � - I Transom (Inswrig/Ountsvving; OfXcunfiguridion) ... -- �� 1, - . I - is r. Therma-Tru FiberAClassic arid Smouth-Sbar Nominal 69#39;8 &quotlion-Impacaqua Opaque 12j$V2M No Yes No NtA 0040 Entity or owe Dale Date Pandina Cecil Code early .' Date ease OM Pending Date Cod. Ehtit,r w am Dole Date P-di- Palse Composite edge Fibee-91- Single Door �itlh 11- Vmion Manufacturer Caramel En,in,,r& Lidearram Vidirlahell Ik Validated airlanifted 1`51GA-ta"I Aluar.- status T'da Version M,n,f,,t,r, Cwto,t Epalue, & L,-,, Validated By V.11dial Submitted FBC Approval Approved Ill" War V,,4,, ftnuf4aturer Contact Fwainum, A, uceres, Vg,d,t,d ev Validated Submitted FECAD-1 Amp-d 9101VA % \ Sid.lite(-) and Trumm- (1-hriglOtrisiving: OIX04 O/OX or atoxo configurations) . R.'I.J.m 2020 Jam" Handle BuIldng Products. Inc, Chad Dicrolks V. Aadra%y Tan John Southard. P. E. 01/0=021 12(IM2020 01M/202i dIng Far Appr- R.Asmm 2020 Alelds Nlak Thompsom Lyndon F, Schmidt, P. E. Ryan J, King, P,E. OV1612021 0211512021 02=021 04flW2021 Approved R-1,al- 2D20 OAF Michael Visit Robert Nmmhmn John W, Knogevloh. FIE I VI 9/2022 12,17,2022 12CM022 32ffi7/2023 Appr-d 19 8. Ther-Trul Pilber-Claesic and Smooth -Star Nominal S&ffa);B9quw;Nwt-jmpsot8quot; Opaque 1213112022 No Yes No NIA calegary: Panel Wall. fs()S� 545-0359 PE-81862 (351)367-2528 Category! Pan all Wake (330) 922,2389 P643409 i8l3t 767�6655 Category: R.ofing (600)TSS-3411 pe-miall 4954i TT2-0224 Composite Edge Fiberglass Single Door voth Subcategory: Siding chedd1arck.@jx..ah.rdi sul,cattag.'r. Sort, rrh-pa.n&Iaid SubCaxt.wtiry, AWhAt ShIngi- rnatI.hQ9.tm Sidelia,(6) (I rm,AhgJO.bx,4hS: XO, OX st OXO Compliance Method: evaluation Report trom a I-M Compliaradst Method: Evaluation Report from 2 compilernest Method: Evaluation Report from a I C."Ito.ous Head and sit canfigurations) Florida Registered Architect are Licensed Fdnd. Plural. Regal Ar�hftet ar. Useemsed Maras Ford. Registered Ar.hit..t or a Llaxar..d Rorid. 4V2 20 t Th.nma-Tw Rb.r-CI.gcJc and S-.th.Sb.r Nominal S&*3S,,0 &qvctN.n-I,n,-dt&q..t Opaque 12J3112022 No Yes No N/A Professional Engineer Professional Enenes, Praf-I-I engineer C%j 0 Composite Edge Pilbeg law Single Door Y.ft I I I I I I � I i � I I I � I I - I , I I I I 11 I I I I qc== 0 ,, "dleib�(s) Orevving/OutsJvmg; XO, OX ar OX0 FLA131k.0 P'whuxl '� I � I I I I I 11 I I I I I I I I - ' I � I " I I I , : I I 0'0kkT2-Rs Praolucts � - il I I 1 I 1. I 11 I I , 11 I - I I I � , I I I . 11 ;�" - I I I I I I I I I I "I 11 11 I �' �� ( � 1. "I 11� I I I � I I Fuh1#04,11MYrod" I I I � I I I I I I I I I I , I I " ' I I I I -1 '' �" I I ei- 21- u. Therme-Tru Flb-Cla-le arid Smooth.StW Continuous Head and Sill vonfigunations) P4omin.16&939:8&q�.t.N.n-t�p..t&q.�,� Glazed 1 ?J,9112022 No Yes No NIA I Quality Assurance ApproMfor Use Approved for Use jqwc Product oxeciinso Contract Expiration Date In HVHZ outside HYHZ Roletant posiall Pressure I I 11 Cpaub Assurance, I Approved far Use A,D,-ad for Us, [...at Deal- CutilityAssuranso Approved for Use Approved for Us Impact D"kin HVHZ 03 ;.. LAJ Composite Edge Flbe rg lam Single Door With IS" 0 ProcluctModel. Numbororliame rise 0 Product Madal, NuMber or Nam, Produat D-riptton carldractExpination ate M HVHz outside HVHZ Rasistant proesura, a -Up Product Model. Number or Mame Product Description contradplapatic'nithato ]it oultille HVKZ Resistant PressUral � 0 Sidelite(a) (I nsvv1ngJOut,SWrx9; XO, OX a OXO 1 C.mpl.ak UP Siding fter-comarrit top akfing 1213iJ2023 Yes Yes MIA NJA 1 a &quot2T8quot Sollit Vent or Sold Vinyl Scd1k 1213MO23 No Yos NO MIA 1 OAF Asphalt Raot Shingles for use in FBC rnw+(VHZ Fiberglass reinforced 3-tab. laminated. s-talb and IVISM25 No Yes MIA NJA ir- 1- .= = - = Continuous Head and Sill configurations) 2 H",Pl-k Lial, Siding lb-camair top sidling imiam Y- Y. 141A NJA 2 b. &Q-tAlli ... a T4&q..t; Soffit vart., Sold V" Sale 12Y3142073 No yes No MIA iurl�fcflws blipfridge .sich.1t,hingles, I . 5. llf� = 22 v. Themnes-Tru F ber-Classic, and Smooth -Star NomimiSM3$:C&quatNon-invacg&quot Glazed 1 wiraw Composite Edge Fiberglass Single Dow No Y_ No NA 3 o. &quct;GmenbrIar Vintage lileacsdMg: Soffit 4 Latuat;DO&crud� sciffit Vent a Sold Vinyl Soflit 17J3112023 Vent send Varyl Soffil No yes No NiA = 40 w C�2 94 I with Sldelfte(u) Q ns,AnglOutsuving; XO, OX a OXO d. 5 &quot,�Chwto, Dak&quat; Soffit or 12MU2023 V-t.rSclfdV,ayl S.ffff N. yes No NZA No No =2 -0 = :PC ' LA_ Continuous Head and gill configurations) e. O I, gqu.t.'a�pe, Sp..&q.t; Soffit 12131=23 Vent or $did Vinyl Soffit 12131002� yes NJA No Yes 14. N/A "'"I = C)_ M = - 23 W. Therms-Tru Fliber-0assic and Smoth-Star N Wnina] GSA" &quot.Non-ImpaoAquot; Opaque lvsinm No Yes No N)A . .= C-d .= Composite Edge FiboglisissDow Panol5vath Vented a, C=11 M Sidsidu(s) (n.ving/Ocit-irg; XX XXX or XXXX . � " ;'d 24 Thermax-Tru Filaw-Classic Solcoth-Star ocrifig.rations) Nominal 6&1W,0 ii,quot;Non-Impactilquot; Opaque 1 =I= No Yes No N)A 0 CL, - CD x and Composite Edge Fiberglass Door Panels,xith Vented - = _= E - = = Sclelite(s) OnsvvinglOhnswing. XY, )00(")D= Cli 14= e< 25 y- Thamna-Tru Fiber-Classloand Smkooth-Stmr -figi.r.b.ne) N.MinalAgo3g�8&quot-Non-impaM&q..t Glazed 12131/,2022 No Yes No NJA Li := 3: Z,W cc 4- Composite Edge r1bargiass Door Panels %,All Vented to .= ade4te(s)(InsWng/Outswhg�)DoO(X�X)= owlifigurations) Florida Department of Business & Professional Regulaton Building Codes and Standards Pagel of I l0F1=1 Florida Department of Business & Professional Regulation Building Codes and Standards Pag. I oil io,021 Florida Department of Business & Professional Regulation peg. I of 1 Building Codes and Standards 102021 .!!! 2a, 1W Ij 0) = = A . Th.mma-Tru Fither-Cleast-nd Smoath-&:ar Nomimi6U39:O&quot,Non-Inipaat&quat Glanded 1213112022 ComposteEdge FiberglassDocirPariels,affliVenti,ol No Yes No MIA . = .m :a., Sideffie(s) (InsvAngfOulswIng: XX, XXX or XXXX Product Approval Application Detail Product Approval ApplIcation Detail Product Approval Application Detail " , -= Z5 configurations) = E I 11 11 - $ � '*N-gl' 27 171herma-Tru Filoer-Classic and Smooth,Star Nominal 0MS9:8&quwNon-IMpaGtSqUot Glazed 1213112022 No Yes No NIA 1 Composite Edge riberg ass Single Dow with 3&939: 0 2 C�_ 0 W Sidelite(s) (InsvvinglOutsvving; XO, OX or OXO -1 , - - 11 M L_D' - � " 1, ��: " , , , 18 confIgurabons) code lindor or Pat- 23A Dole Pandri, Date Cod. Entity or 2111 Dale Date ftudinka Me C*dho Entity a owe Data Date Pollicino Date 26 zb. Tberma-Tru Fiber -Classic and Smooth -Star Nominal SSJ#39;88quot;Nwl-lrnpact" Glazed IM112M No Yes No NA Ir"the varsixen Manufacturer Corliket lirmirser& U-S, Validated By Validated 80.1turd FMC A-ro,ral Acomd- 2111m mm Version Manarfaii,u- caant.ot lindrucar& Licans, Validated as vandal submitted FRCAionnaval ftora, 01abut Type M-on 1112M.11--turrer counted Engineer, 8. 11carere Validated sy Veld" Subrilited FFIC Apip-al ApW,-d status Composite Edge Fiberglass Doluble Dow with Revision 2020 TAMKO Building Products LLC Ksm Eclan R coal Nlorranern John W, Knea,evich, PE 1 W44t= MM020 V111292020 l2il_-Qa2o App-d Re,fticml 2020 L.V. Thompson. Inc. cba Thompson Architectural Tory Christman Zachary R. Priest Steven A Lich. PE 0911712020 09116J2020 DZIX22J2020 12J15r2020 Approved Revision 2020 Florda Metal Product, Inc. Clark Jones James I. Bucker. P.E.@ SteJen M. UrIch, PE DW27/2020 OW25=20 InAlMnI120 1211612020 Approved 303s,'Osclelites (InswrigifOutsvving, O)Q(0 Catephay-. R-fing C417) 824-6644 PE-55166 (254)772-6224 Metals Co.pamy4TAMC0i 013) 248-3456 PE-74021 (71 T) 317-8454 Cah.gorr. Rooting (904) 783-WO CBUCK Engineering I717) 31?-8454 20 ate. Thommi-Tru Filbor-Clasec and,5mooth-Star configuration) Nominal 8039;0 &qwY1;*Nw-1rrvDot&quQt; Glazed 121$112022 No Ye* No NIA Subcategory: Unclorlayments kerr�_ede�@jan*o.com Categoer Rowing SulloCaterimyr Raving Accessories that are an ImyMijorretBlowng.com, Sul,Cat.gory: R..fihg Acc.-ri-that .to an Integral Part ofthe Roofing System clarko".M.-carn PE�311242 Composite Edge Fiberglass Single Door voith 5&"Q;Q Sidelitie(s) (linsvvinglOutswrig. XO, OX or OXO Compliance Method: Evaluation, Report from a Rorkle Aroglatered Arehiftect cr a Licensed Florida Intsgr-al Part orth. Ackafing System - Evaluation Compliartce Method; evaluation Report f,.. a configurations) P,.N.i ... I Engineer Compliance Method: Report from a Howls Ragh't-red Architect a Licamsed Florpa Flarlds Registered Architect ., . Loo.ead Fl.rd. Prcleosicn.i Engineer 30 zd. Thetma-Tru Filber-Cloasio and Smooth-Stsur Nominal! 8'0 &quotNogImpact&quot Glazed 1213112022 No Yes No MIA I - I I I - - I - I - or Preftesihmid Engineer Composite Edge Fiberglass Double Color with I 71,012320-Itt Products - I - , - I - I :' - - - FLiriillgli-RZ Products I 3M9:0 Sidelftes (Insvingloutsvving; OXXO . configuration) Qucality A-,- Acm-iodfortlep , AcapTovad for use Uwa Deal- FI.Slarl Produces I , . -1 - - I � I I I I � I I I I cousins Assurance Approved far Uslr Approved fK Use impact Deela" 31 as. Therma-Tru Fiber -Classic and Smooth-8tar Norrinsl 7&*39;0 &qucd,,Noin_Impact&qua� Shelter 12J31J2022 No Yes No WA Sea,# Pinod,at Model, N-b,, or Naune Product Dki-dollo CDnoW Expiration ode 1. HVHZ outside HVHZ Resell P-sym Quality Assurance Approved for Use Approved for use IMI)RO 2am S - 0 Product Model. Number or Name Product Doserlotbri Contrast Eertiall- L& I,, HVHZ Outside HVHZ Resistant Pressure Series Composite edge Glazed Fiberglass Single I TAMKO Root Underayments (HVHZ) Roallundadatmiento for use In FSC I4VHZ 061291200 Yes No MIA N/A sea# Product Madea. Numborar MEMO Pnool Dingrijohm contrast E,piral Date In HVHZ Outside "VHZ 11jasi.tepat P.Seuma � 3- FLANIC0 0qukX:RV 10 Ridge V0nt&qtc4: Aluminum Ridge Volvo, for i5fthed roclis fabricated 1213112024 No yes No NJA Door wth or Wthout lWg.2 Sideft(s) jurisdictlons. I TAMCO Fiat Top Off-FIrIgovetrit Mill Baffle lot tile '0:: "I'd """diss" 'I" "". 0$109=26 Yea Yes MIA NA from 0.02Y Adurnin.. (InsvvinglOutswinig X. OX XO or OXO ocinfiguratitms) 2 TAMKO Roof Und.fty-Ma (NON-14VHZ) Root unded2yMAntl for use In F Be nm4-4VHZ 0111012023 No Yes, MIA WA 2 TAMCO Goosommok Vt nt "G 2 09IM026 No Yes NA -W-52.6 junisdams. 3 TAMCO Off Ridge Roof Vent I.ft Battle 26 Do- static roafyortilator with Integrated baffle 0910912026 Yes yes NIA MIA 4 TAMCO Round Top Off-Ridg. Vord ," Baffle for Tle 26 Do- state rool'ventilmor %,fth baffle 09fosQm Yes Y. NIA N/A I - Florida Department of Business & Professional Regulation Page i of I Florida Department of Business & Professional Regulation Pagel dl Florida Department of Business & Professional Regulation Page 1 ef i Florida Department of Business and Professional Regulation Building Codes and Standards W121321 Building Codes and Standards IRY2021 Building Cedes and Standards W2023 Building Codes and Standards 3/15/2022 Product Approval Application Detal I Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W gw F ""'.4 (A"S 11 o� M-�,l9l,iO' I L. Code TL Version Mah-hadurs, Reviem 2020 L-n- Entity Date Date Contact Validated W Viddaided submitted Knolms JeJtey J.- L S.dlater. P.G. St- M. Urlen, PE i 1)23MZD 11)23=20 Data Pending =0 FBC; Amp,,[ Awroyed ll�MI)20 . at&- ding FBC App, Cod. mm Venal- Micourract.- Revision 2D20 2..l R.dfing Enifty . context Iiia.] .... & U...s. ValixiMmd By Anderson Rep. LAPIJO Unit- EvsM.1ket GaryW�W.Ilvvr D& net. 0*0 pending; ode V;dld,A,d S.b,ittod FBC Acerpronral Approved A" IlMr2D20 111021:2020 111D512020 Apploued code TV" version Revision 2020 GIOM Protection Products. LLC_ Filthy or Data Due Ode P.11cima owe Contest Fighting" & Lloon" Vallchad0d SY vallosted submitted MAPor.val Approved stmu TIM Robh.h Well. A TOVA Jr.. P.E. John W. Knammah, PE 09=M20 DMV2= lD/01J2020 12115r2D20 Approved (D FL#6259-R31 Code EntV, o Date Date Date Date Status Cat.gaip R-Ang (501)983-6163 PE-31242 (717)317-8454 Category-, Roofing (8D13380-6091 Ser,1- LLC, (205)II54-016t) C.l.glaq, 9'.ft.. G541i 889�7545 PE-44167 (054) 772-6224 Yy I .p - Revision Version Manufacturer Contact 2020 POLYGLASS USA Maury,Alpert, _ Eng In eer & Validated By License John W -v_ed Approved Validated Submitted Pending. ARp-[o 101213f2020 10i'2212020 FBC 12115/2020 SixoCadeemic Roofing Acce.scries that ..an Integral Partofthe RoulngSyram Compiler. Method: e..u. , flan Report from . K.Il'yeloartarldcoom Stnacartall-T. R-Ing TILI Complia,colulathed: evaluatim Reportfroma Product E,alustion Entity RobinArdersonClaortleo m sufloc.I.D.nit Si- Panels ComplIturexaffieffic(l: Evaluation R"ort from a fim.rolglnsmQgppah1,= in Category: Roofing S9542331 330Smalperb@poly9lass.00rn Robert Nierninen Knezevich, PF ARproval Florida Registered Architect or o Licensed Florida I - , , I I -1 , " �j_ � 11 I _�� - � I', 11 � I I I I I I 11 - I I I I I I , I - I " I 1, -1 , I I Florida Regiatc!Nchhm�t .. Licensed Fc.rlda Profestlonal Engineer Su bCatego ry: Underlayments PE-59166 (954) 772-1322A 1110112020 Profouslonal Engineer nxittl2itz-gs Prochich, I I I �", I � I I I I '' 1� I I I I , , I - I- I -, I _� 1 F Lki,silal Prboug I 11 I I I I � I I - I I I Quality Assuranco . " - I - � I I -, I Awarosod for Ust Approved for Use Impact 919M � I I I I I I PWS07 Products, I - I I I I � � I � � Compliance Method: - Quality Assansurk, Approved for Use Appirgm-ed for Use Impact Ohislan 19-4 Product Model. Nymbsur or Nam is Saxony Shake, Country Ease, Product Description C,*w.t Exitandi-13.1. In HvHZ WMd, HVHZ ftsial,mit P,-Qr, QualilvAsou-ce U-4fortlee Ashl fm� U, uppeat Deal - E Evaluation Report from &a- # Pinuhrat magirt, Numbw . r N- - Product W-10- Contract ii.plial-Dat. 1, HVHz Outsda HVH Resistant P-- - State, spil Old Pool lsh 11h.t.h a.anp: Irmains Fait Prcall. - Denver, CC 17J31QG20 No Yes NfA NiA aMIA Product Model. N,mbar or Name Prddmt pescrilithon C.'Aract E.,miden pd. In MvHZ emend, HV Resistant Erissum a Florida Registered 1 Dk4k' DA-4 or IRI-B.111 Dsolk-Air DA-4 L- Profits, P.lypropyl.r. Plastic, R..f Vent 1211MO25 No vs. 14. -97.5,i57.5 IT Saxony 600 -Slate Shake Amp: Split Shake Flat Profile - Stecidw. CA l2t3112020 No Yes MIA NIA 1 20 Gags G.l.mead Stam! Stoom P.naIa1HrVHZ Corrugated Galvanized Smel Storm Panola retained 12GI12M Yes Yex Yes NIA -4-0 Architect or a Licensed Florida Professional Mechanically Attached to Ph,veood Deck� IS 8-ay 900 - state Shake & Split Shake 1� Sassy 700 -Shake, Slate Amp: Split Shake 20 Saxony 700 -Shave, Slate &amp: Split Shake Flat Profifle - RWI.� CA l2i3Ir202() Met Profit. - Stockton � CA 103112020 Fiat Profile - Field, CA No Yes M/A MIA No Yea MIA MIA No Yce MIA MIA 2 24 Goge Galvanized Steel Storm P1ahcIs/NHVHZ or not by bracks to provide hurricane proaction. Corrugated Galvanized Steel Storm Panels retained 12131M23 Mo ytse yes MIA or not by track$ to provide hurricane protection = a) 1 Engineer 27 7e.a Eap.na J 9-lons 12131=2 High Prolle - Katy, TX 2J3 Q020 No Yes NfA NiA - a) FL#5269-R31 Products 28 VIII. L- Profile - K. ty. TX 1213irlo7o N. yes MIA NJA C_ QualkyAssurano 62 d for Use for Use ilnipact 2mm fta-# Product Model. identical OrNam Produa Description Contract Ephration In Affil ftMVHZ Resistant Pressure U) Date I PolYglass Roof Underayntl Roolrg underlaymernts 1 CY21)2022 N a Yes NA +Nhaul-022's M I 1 Polyglass Roof Undeltaynil (HVHZ) Folyglass roof underlayments; for use In FBGl M3r2O23 Yes No N/A NIA � 2 1 HVHZ linisdiallions. Polyglass Root Undertayments (rkon-HVHZ) Polyglass roof underlayments, for use in 12123=3 No FBC n.n-HVKZ jurisdictions, Yes NIA -NJAj-M;5 M > 1 Polyglass Roof Underlayments (HVHZ) Polyglass roof underlayments for useln FBO12/23J2023 Yes No NJA NIA F lorlda De partment of D usiness & Professional Regulation page I of I Flondat Department of Business & Professional RegulattiOn P.D. I all Florida Department of Business & Professional Regulation P.D. I at 1 L_ 0 I4VHZ jurisdictions. Building Codes and Standards ln5M22L Building Codes and Standards iPM02I Building Codes and Standards 117=21 > 0- 2 Polyglas, Roof Underlayments (non-HVHZ) P IygjaSS roof underlaynneirits, for use in 12123nU23 No FOC nwrHVHZjurisdIctIwm. yes N,iA -NIAI-622;5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Diets !I D_ I Polyglass Root Undersynnents (HVHZp Polyglass roof undeflayments for use in FBC1212Y= yes HVHZ predictions. No NtA WA 0 < . 11 ",""I'll � 11 V'4X'Q�� ".1 1111'1� . W2_11: 11 11 � 2 Polygla%% Roof Undedayment% (non-HVHZ) Polyglass roof underiternients, for use in JV=23 No F8Cnon-HVHIZjunEu1idtiwil Y'irs NIA -MIAI-622,5 code I'vVer Version Manufacture Entity 24k Data Contact engineer & License Validated Validated Submitted Dato Pandino p2at- FOCAppiroval App.ved - status Cod. MW vendor, M-.Ndu.r Entity or Contact End .... & License Validated rih, 11 11 A* SWA Ratepondrial Date " I valloadod rhat'nuthoul F5C Areamysal A,,,,d a" Code 7Y.. Yarsican Manufacturer Entity o owe Dole Data P.11cona PM � ,- rantap Engineer Umns, FSC: A,,,dv,d L. -#--a I Polyglass Roof Underlayments (HVHZ) Polyglass roof underlayments for use in rsclIX23)2023 Yes No N/A NA Revision 2020 All American Shutters and Glass Mks B.,bied Frank L. Bermardo, RE Troy Hi.hop, P.E_ 10QW020 1 Oil 5�2020 IIJ0512020 12M 512020 Approved Revision 2020 Apine Stuart Laude ICC Evaluatlem Service, LUC Willaurn M. Rahlarl, Pr WJ3112020 1 D12212020 11105/2020 1iid5n()2D Approved Ral'Aiihor 2020 Camml Concroto Products.inc, & Validated By X,Ild,t,d Bohnnitted Ataxina-I Strips Robert Gillis Samuel & Groanbcn; John Hoy 17ilem2a l?Jl6t2020 12C�020 ding FBC Appr� 0 2 HVHZ jursdichons. Polyglass Roof Underlayments (non-HVHZ) Polyglass rool'underayments, foruse In IX23)2023 No Yes WA -IQN-6=6 Category; Shutters SuloCartargiorf. Stonni Panels (561) 712-SM2 PE�0046549 (B54) 947-0880 rulkeliCallannercanshutte ciltaklarry:Structural Comme.als SubCalseory; Those Plot- (321) 710-3377 (40111 6al-1917 'is.hh@.IPm&h,,... category: Structural Components SubCatogorjr. Products Introckeed as a Real of (813)6%3707 PE-34245 057i 588-5311 p'axssg.t.nty.h__ = FSC nrm-HVHZ jurisdictions. Compliance Method: EvaJuartion Report from a Florida Reg latefed Architect Licensed Felicia rs.own C-VH.c, Iddhoot; EJW..ti.. Report *wn . Product Evaluatlan Entry N-Tactinciegy Cortrallars,affi4thod; Evaluation Report from _0 or a Professional Engineer I I I -1 I �" � - I ''I'll, ; I I � I I I rLWSB�R? Products I I I '' __ � I � - I . I I I I I I � I I I I I I I 11 � I I " " I � - 11 �' I � 1: I I I , I I , �' , � I- � 1� ' I a Flodd. Registered Architect or . 1-1-sed Florida Pr.fessionul E,time., 0 I I I I _44ziLe-s-Ra jerg� � " 1� I - - � � I I 11 I 1, � � - - I I e11 . _ , I " I I I , , , : �'�; � , :' I , � " '' '' �� ,� I I I I , � � 11 - �� I , , �' " , : �c --- I - I I � , f r �-, - , , , - ��'� , - , ��- , � I , � I I I ,,, � .�' � � �'_ , I "I I I � I , I I I , � I � " I � I I ,� Quality A.-- ,� I I I r I � � : App,..d'f.r Us. Appe-alfarl.1sa ta!q 229M I I I PU11?74"odu 11 I I - I I I I I "I 11 I I � " , I I I " 11 ,- I I I 11 11 11 " L_ S-q 0 Prod cot Model, Num lt� or Name Quality unince ApprovedforUse ApprovedforLis Impact Pmduct Description Carl Expiration Date in HVHZ Outside HVHZ Resistant 24ga Galvanized Steel Storm Panels 12f3if2D22 Yes Yes Yes Design Preossum N/A a"# ProdiietMoctI.NumbilrorWrh 1 ITW 81GAlpine Higher Shongth CH &-p: 8) 2 ITWBCGIA]pl. Hinge Rate product 0-1101J." contradc'mil Data Motel cukrmexfo� plot, 12/31)2024 M01.1 Coorestor Plat. 1213IJ2024 In KVHZ gutsldeHVHZ Resistant Pressure Y_ Yes MIA NIA Y. Yes MIA NIA , 4009 Prookkit Model. Number or Name I I I I I I I L I I I I I L Quality A,exarairee Aqw-cl lon Us, Ackcravad f, Use Incad � 13.5lon Product DeWMYPJM Corgratt Stailraillm Date In HVHZ Resistant Pimspinne < CL I 24ga Galvanized Steel Storm Panels 3 ITW BCG/AlpIrhe Trvox 4 ;7W BOGIAlipme Wave Metal Connector Plate I 2f3l/2024 Metal Cormactor Plate 1213112024 Yea Yes MIA NIA Yes Yes N ffil MIA I Quality Precast car commercial Concrete Products Precrist and Prestressed Consists LlnWs OW5024 No Yes WA WA a) a) _+_j ICU 0 M =:3 < a Florida Departmand of Business & Professional Regulation Building Codes and Standards PaDa2d2 3W.03 Florida Department of Business & Professional Regulation Building Codes and Standards page I oft 6111112021 Florida Department of Business & Professional Regulation Building Codes and Standards page 1 xC2 926J2821 -10 - i.- ProdtietApproValAppliCation Detail Product Approval Application Detail Product Approval Application Detail 0 0- C5 - � I 'L �� ' I I ", -1 �� I 11 ,:ad. r;nIit, R& Us Data Pence, 2.4k 9941 Entity or Data Date We Painting Data - L Code Entity a Date Date Data Piandfirin Doe " LU C 1�qhs Version Mam.fact-aer Carried rnlil...' a Lj Validated By V.11d2t.d Submitted FBC Anprov.1 Aromovad status T_ vivrai Maceffect.- C.'atect e,dirl- & U-0. Validated By VancMd.dil submitted FEC A,-] "Ralavell, St" im Va-la Manure Carried ErgineerS, Licrths. vadideled B, Validated submitted FBC Approval Ato. stal". :2 = Ravtaaar� 2020 Mrgak Ida. Cathag.,y, Sinidtarai Components Eno W.1der ]CC evaluation Slavica. LLC ICC F.1-fi.nScrvic., i952)898�86 5 LLC. DiJOGM23 12,2=922 01103/2023 Approved Review 2DM Wautemnuser Catratrairr Structural Components Rch Ralthvin ICC Evaluation Shavice, LLC lem L.Ma, P. E. 0202,71)2i 10113=20 c253) 02"476 (W8) 839-328a R.hert.S.Id,fin (12431202i Approved Aill-two 2020 Alpha Alummum. Ins. Category: Panel Wells Jose Siva LUIS R. Lomas Steven M. Wish. PE (407) 30E'20(18 PE-62514 t7llr) 317-8454 llflSJ2020 1111612020 1112012020 Approved < a) Sut,C-t.wry'. Tru. Pipt- Compliance Method; Evaluation Report from a.gld-@mi,i.aom �205) 599-98013 subcategory. Eng1reere-d Lumber Compliance Msthoxi� Evaludig Report from a Q)-yerh. euwr.mm Subcategory: Saffits alphaalunninummMyglio 77 a Product E.1.01J.A Entity I I'll I - � Product Evaluation Entity I I I I I �� I -1 - I . I I I �' Compliance Method: Evaluation Report from OL Florida ReglearodArchlied- LicensedHorlds .'com = __j Puil2lint-RIIII rehadues . I I I I I I I I 1% I n' I " � - I I Runw-Ril '4 �. I 11 I Pillgis I � I I I I I I I 11 I -1 I I - I I I I - I - P,afimaw.l Engineer "I guillithrA.-co A-a,l far U- Ador-diortle, I I Impeas Dah0an , -11 I I ticatfity Assurance Approved for Use Avors,yed for Use Impact I Do-[- I ,- - - F1916-544-Ri larrolituptins, -�_ - I 11 I I . I � so. A Product Model. N-ber or N- Product Capaccriallan Caeltnest Expirall- Date in HVHZ Oviteld, HVH Rgoilextrant lem-no "'. 9 Pir.durat Model. Numb- No- Product basalloft Contr4oll Expiration Det, I, HVHZ Outside HV R,,J,t,rd Presexame I Quality Assurance Approved for;Jso Approved for Use Impact Design _j 1 M18AHS 18 ga. high strength arass comrodur plate i2131=4 Yes yes WA NJA I 1A.I.H.. LVL 2 P.rallem P8L L-drate,l Lumber OUSU2023 N. Parallel Strand Lumber 0131=3 No Yes MIA Yes NYA MIA MIA - Product Model. Mortimer a, N ... Product Bar ... labile contract Exch'athad Data In HvHZ outside HVKZ Resistant Prn%uro D_ 2 M1831is 1 8 ga. super h Igh strength truss connector plate i201=4 Yes ye. MIA NA 3 TimberShand LSL Laminated Sill Lumber DU31/2023 No Yes NIA N/A I Alpha Adurmumn Sold 8amp: VtraedAkindrunn Soffit/ Alpha Alurthrumsclid &amp� Varied Auminum 0713=023 No Yes No MIA � wils 16 ge. has connector plate 12131f2024 Y.� Yes Yes Yes MfA N/A NJA MIA 4 TJ Rim Saudi structural composite Lumberor Oriented Strand 01131J2M No, Y. NIA MIA CMQ Urnp; Wood Soffitt CMU &annp: Wood I SHEET NO. 4 M7181-18 18 ga. high strength true. connector plate 128i=4 5 14720HE 20 ge. gDh stmogth trussocromotor plate 12)3112024 Yes, yea MIA MIA I bo Rim Bmal 5 Weyerhaeuser Rim B ... d .1il-Ited Strand Board Rim Board 0313IJ2023 No Y. NIA WA 6 11.18, MT18 I A ea. treas connodar platea 12131Z2024 Yes Y_ MIA MIA 7 T1_20� MT20 20 ge� hu- ocrunact� plate. 12Mt=4 Y. Y_ MIA NIA . I March 6, 2023 11 PA 1.1 Florida Departilftwit of Business & Professional Regulation P." I of 2 Building Codes and Standards Product Approval Application Ustall soft E.W, or Dae D& 10*10 POOA* Re TV" %*!%!on NM"000lo 00*10411 EntdMerZ Lremeea vslmftw Br V0011,10d sell" FaCAOamaal AODMW obb- Aftrnimlon 2M0 P840 Corpori Joe 14*dw Smirkil Window ard Door James L Rupkiner, P-r- 9 C111492026 071142020 0742012020 APPIWxO C~F Windows RDItIneon ManubebuwAmmlatim 041LICKErginser1mg 8.b0 .r. single Hume MI � 6214MO 4%14w Compliant* mallw:rAliffialtiloh mark or Usting pell"phnJUDtawmaw tLl iF y "ll.A-wik" Almlin"ed (W Us An"w* For Imp 0"ad A1191 Pteded Made. Number arlllamma PwdWADw*iwd cominiat , Udiratlo. ft% in HVH2 ou"ll" WOZ Reeiaraat Weesuro 1 Sees 100 High Performnewsrafe Hu rig Mmyl single H Ung Window (Ar 72) 10114170=7 No Y. No +50�50 2 series, 1(920 High PerWrimence single Hung Mimi High Parlontanw,11 Ingle Hung TWn 01801112027 No yes NO -50-5D a aw86,10OsrVI0HuV GonV*ft=xVS-1Q*j VIV angle H umG TH06 oornpoew (IORn x M ONIN2027 NO VIA No +413l.401 4 sees ICV20 Sir1lib Hung 'Arrl S1,giv Hung Triloo Connippls" (IOr . 53-5') OWW2027 140 yes No. -3151,35 a Varlas ICV20 single Hung vall Hingle Iii Twin C*mpmlWiRLV xN.r 013OC27 No yes No .3" Saes IWO single Hume V141 single Hung 1win compooft(M. 6w) 1:10118)202T Na.Yes'. "a +311`l`39 series 1=0 singto Hung Vinyl Single Huma Trips connipaefte (low x %,P) O6lIeU027 No yes No +20140 Serle8101200ngloHwj Vinyl 61rale Hung Widow f45' x 72') 10131117721227 No Yes No 13" sees IWO Single Hung 'Anyl Dri Hung Window (4a' x 59-V7) 1:181113=7 No Y. No 1351LM sees 1WO &rule Hog wyl Single Hog Window jw x aig-lrz) 01100027 No yes No 4R-w Steles 1020 Singto, H wra &Anyl stale Hung Window (48" x M") 01111170027 No Y" NA +3" 12 Swift IWO single Hung Vinyl Single H umg Window (W it 721) 0611&2027 No yes No +315139 13 3""'e"WOZInglallung %lirml single Hung Twin Composite VrZ x 63X) OSON027 N9.yes No W-w 14 Sol" IWO single H ung Vhyl Slagle Hung Twln Cornposta (5ill-V x W.b-) Owin027 NO VS& No +2" is Sarfea 10120 single Hung 'Any! SIMIS Hung IWIA Corripoolte OWO'x 72") W1712027 No Yes No +3" Is Ban. IWO sIngt. H.rm %ArA angle Hung? In Cxxnmpoorm (77. rZ) 001110027 No Yes No +40'-40 IT series 1=0 single Hung Vinyl Flmed With $Ingle Hung Matrons (IM x 72-) 113XV201 No Yin me 130-30 Aw Pftdm M*&I. W"by atNoft 1ptedwADviatiod 040000E.6imeti.606% A —mid W Ile, Ae—wW in HVHZ OutsideHYHZ Poo U, lowest lillietaft 2$Aw Pniew" 1 ISD some$ orThernroftref Endennipass drAW4 High Vinyl Ho Ferlormara 61n& Hung W K M W177202T No Yes Na..+53,m Parlarmance single Hung 2. 1M Sames orThernmemboror encompass prAwamlii High WrA High Parlonni alingle, H urn Twin 1:160110027 No yes No +50L50 Pinfornpift9pelngle Hurg Go"pow gr x Wl W) ISD Soma@ OrThermassirw9nooaipass wAV81V single 111'ro aftle Hung Triple cornimlift (ICT sem Deti'my NO yes No +40/410 Hung 4 ISO SOON orThemirsaW OF En*ampissarAr 9single WWI angle Hung:Triple Gompoolle, (1011' x S&V) 0234027 No Yee' No +3" Hung Florida Departrinerit of Business & Professional ftgulabon Building Codes and Stsindisisda Product Approval Application Datail pawl afi 1112 ®R UVIN osix Dab 001. penan od. TV" Ymnsloo Ushorsew. e. K*wft.r&u" WINlow wfillimed Sabolitted f0dApproyAl App"nild 111011"s Afrinanlon Z= Polke Corporation Joe Heykan sandi wripowaridDoor TA, LUmm, Pli LLO aTI14;202D 07114dOZO 0WRI2020 Approved CatelleelF Windo" RD "Ison Rubr"ar. Single Hog L641)021-90M compliorgo 111141tholl: 0611:111001911 Mark or Usting Pollel)"VAPPOW-1dope 110.0orm Pnod" IslodW. N.Mber *,N PtodminottlirAi&i Dab A—d por Us* I. WYN AwntmiedhitUft owaide w4m Imam 1102wee DW- Pow') Refle'll; Safts single Humq Wmdavr 3V x 97 %Anyl Norrimpgat Single Hung WIndolk CBM212022 No ya No AW40 2. Pella 10 Sarles single Hung Window 54ff x W Vinyl Narrimpoct single Hung Window arlOsom No YJAS No +41" Pa" 10 series smalmHung WImd— 54- x or Vinyl Nom-1 mpact al"1316 Flog wkwmw OTMW200 No yet No .601.50 4 Palle 10 serin single Hume wndow W x 7T Mnyl Neim-lrnpocA Stsile Hung Whoew DY10912C22 No Yes No +ewso 5. Peft 10 Sonia Single Hung IN ndow W x Or VmVI NarrimimpW Single Hung Wndow OMMO22 No �)w No +1!lslw P*15 10 Safts angle Hung wm#a. 3V x Irr Mmyl Nwrimpatt single Hung Wndow ("KIOW2022 No V105 ND +G*W 7 Polls 10 Win single Hung Window 62-Iff x 00' Vinyl Ngxn4nnjpad elmille Hog Window VfUtI202111 No N). No +501�150 409=Et&hV-40 A--m-d IN imow RULN Pmd,*t Mode]. Ill"by 0114� Co bindtion A& in VVH gulswo H" Assibleftt 9" Pak 1 D Earlem SIMP Hung Wndw Sr x W Mrql Norrimpeat a1mqW Hung Wfndw 0220023 No Vas No 40140 2 Polls 10 SeriesSIrgle, Hung WI ndow 54' x 97 Vinyl Nontimpoot single Hung Window OWV2=3 No YIN rig 14" 0 Polls 10 Wilaw single Hung Windpw M, x Or VI-V Na,-Immimpt single R.0 WIndo. 05000a No Yes No '50hw 4 Palo 10 sees single Hung Wnd.W W x ST Mnyl N�Irmmjpmct single Hum Wind" W002023 NO We NO .55tiw 5 Peb 10 series amigler Hung window 52-1w �t W, 141191 Nom-Inniow silmi Hurng Window IC11702US N. Ya No -w-w Rodda Departinnent of Business & Professional Reguhhon PWI d" Building Codes and Swidards 0MV422 Product Approval Application Detall C-& Emil, now 000 Dew pxoam 040 V8,010. 110"ofteturs ***Met Efteimes,&u0sollo vslwstw 11411.111101041 auldwills FOCA01knimmil App*,W 9904 AtInnidlon RDM Polls corpori Joe Hayden Soptill wlrdo"md000, James L Ru&mr, P R 6 OTM412020 OT114;2020 OT121:112020 Approved 0"low-windc" Rolell ManUmilloWlerADWIVion CRUCKEMOreening subcat"arr. Find MI) 12140M (!*i)e141q27 Compliance MdbW: Gartlikoldon Mork or Ulillng pelleprodUDIll"MMICipe 110-com amw&Amavmdo A,wmmid Ew It,, AMMUM W U kMad 2"0 awl Ptad"M awell N uww Ot Nam P1bddDqbdW4A c6filtmu r.&.Mio Dift 1, MV14 oInamb Elesija Pr"A. 1 gone 1OQO VlnyIIIWo1#Am0ow(WX7V) 0771042022 NO Yft No 125125 2 sense lam �WIIwd*AI"(IDVx641) Orini NO yes No 4r2S-20 a soriftlWo vwAF1=0wir-kpw(lM,xw) 0711&=2 No yes % +60lm Qw1nVA" Aaergored Fvr Us* hasinessilhaft laulso 0"Ah Phidwall 1111094 Monte, of Nwft ProdwoOkind CO*ttMEADWiAgaft I.H C."M 11011.1wo PVUO,n -361010120 Mrq4 111WO Mmdbw (gUn X 711r) 0711IM024 No yes No -201-26 2 series IWO Vinyl bod %4md" (I Or x 04') OV150=4 No Yes No 2" 3 Was 1=0 Vftyl Fixed Window CSD'XW) OrnwOR4 NO Yes No .6" 190H419 Departinsint of Bugirl & Professional Regulation Pop I or I Florida Department of Business & Prafealsional Wguladon pwi .42 end 2p22 Building Codes and Standlands ancrim Building Codes and Standands Product Approval Application Detail Product Approval Applksftm Detall cad. Ental, Dax 0-10 DO. Pthis C.-Is finlibror 20 Dam OMM 43.6. Eaffly. OWN Roft IMIM Pella" Dds TM •Vami" Ulgambeturs c.-b E.0ne.,4Aim" Whilstod %fi6led saluditte FROAjimprool Anomwed a— BIDS wigiog vil".1dowts C4018 efthiag., & Upon$ Valklaftd AbIl"d salsolith Aporwed TM Vilftiod Allsouri 0. 1-alhos,&LIM" Velklow wh000d 99"tto FGCAINP,*�01 Appro-w out" AfirmtkIrl 20M Pons conlaft Joe Hoyden 891xil WlmdowardDoor James L Ruckner, P.r. a U7114ROM OV1441020 07121012Q20 APprVAd Arrik"M 2am Polls torpomation Joe Hoyden Sancil We- W. Spialefor, P.E. T.E. ' Lump, PE. LLZ RV14M(120 OW14002D 071204010 Appri "-We 20M P411P corwillilo, Joe HgYdtn ailrKh W1ndpwardDo*r James L Hudkrvr� P.r:. a 0711412M, 0711412020 071200029 Alppmplmilip 0alaillorr. Wmdows Robinson ManufacmuperAmoolotlon DBUCKEnillnee" Clidkeaer. Windows RObirlon PE-44IN (r*1)A2"4W RoNtIon MinufIglure'A"WIP000 GRUCK Engineering 806sk"arr. Heplord.1811der (641) 0214019111 (561)4914W 40b""onip HwftntW,91WW ffill)621-6= fulp9aftw% &[one Ea0erfor DwAminibUft M41) 521 -410016 (w)4RI-4*21 Owsplie*m Volooll: Certification Mork or Listing. Polls"Llplapp'Nalope C&nplku� Medhad: Evoluallon Raped frM a C-Pliwaos flAkA Caftloallon Mek.r Usming A.I.ProdwhipprowalAps Florida Reglioped Ardmilector a 1-gonsed Florida "M woorn Profenional Engineer JIM lnwo 21im for U,, A,,mwd for We IM210 gaijiss E. Polidirt Mod,. Number or Norge Podum DwW400 cont mw I. okwilln oft in RVH cum* Resiabo p0mays IgoafintAe, Apwonroil for Lea AllionlmiW 60 [mom now Prlvi Mod,]. 1111"boo of Ngnts 04atmet rxdlwkmd 0*6 in RVH Quiewo WH Roslomt pip series IWO Sliding Window Virry, Ulking window COX 0000. 73-IW so,) MY270202a Me YIN Nd +30'w sivile Produd Eadl. Hurnbor or IN Pmo-lmiadot 1. HVHZ Quielde H F-lifta P� Serles 1=1302s SkIlMR GIM DIM Mrtl 24Pwal rOX'0110ing Glaw Door (W x W) 110=1 No yes No -215l`26 2 Serse1=0311dinnWirklaw %R-A Sliding Wir-dow PX or YO. 73AW 3r) OWN028 No Yes No +W,35 series 10 VinytFla'aw sild'A wimem" No Yes No NIA 2 series 101200 Sliding Glass Door. Mnyl Single Porki Road 110' DDot ($11asift 24-111116' OMM022 No YM NO 'S" 41 Se- 10120 311111DII WIntlaW MrM U 111ding Wridow IXOX, 108r x 601 030mrt= No Yes NO +W-30 I Series 1020 sidling Window Virry, Sliding Window MX. 1084 x Sol 0=7=23 No Y94 No '38.38 a ftle&1=12"IdImgQ1mMor mnyi 2-Paw -or alwins GkftDoor (w x W� IUMV2021 N: ya No +35,35 4 Sees 100*5 SWIng slass Door VIV single Parwil Fludid T� Doot (Skells, 0-Ur x =96,1=2 11 yes No +2&25 wim.) QuallibrAn AOMnId For Use Aooe**d Fa -Una lin"M o"I"I ftl emdat ll ft"tow ofWafto Phdacilli-i CoAmWE Exalratiew 11.10 in HVHZ U.t.N.MvRa R.I.M. PION, 1,... swise ISO or linockripm orAwe siding o"Door 244mel tx- silviry Glass wor Qr�lfr x W240201 No Y. No 2&,z 15.112,) 2 awl" IM a Emoornposs orAwntl Sliding Glins Door MrrA Single PiInel Flaod'o' Door (adeAlleo 3&12'x agowcall No Yes:: me +40�40 81-112.) a serve iao or Encommpm orAeomO Sliding Glan Door %MrA 24%-1 10V Sliding Glawe root (7,2'. ar) 1:10400022 NO Yin NO +315�35 4 eddies 160 *1 ErWApM orAwti sliding olkles, Door Vinyl elmale Remel Fixed T'Doef (Skoft- 417-11fe x 02(115020112 No Yes No +28'25 7 lawlityA,wini Ap"Isi ty We Aopmaird ran U 0"." Pt4ded III Nmby or Nsow P"wealueptia Codt'aft 12,21miltiold Dab, I. Hw 'ObtsklowN Roo! Pinina" Series 180 or FR wh pw orAvarnV S114ing Glees Door Mryl 241wel r= Sliding Glass Door IsIS-11W x =Q2031 No Vas- No +251= 95-1121) 2 acres IIII) or Rhoorripm orAvardl gilding Glass. Door Vinyl single Parial F1.0 10' Door (Skidlia-, 02IIWO32 No yes Na +401-40 91-112-) a soma I w or smomms a mamt Sliding Glow not Mmy! 2-ftmel n0k' 9161M GLm noo, (M v 821 02402M2 No yes NO 4 Seim: IM or Emcchnipai orAvent GlIdIngolm Door Virryl Single Panel. FbaldV Door t3kiplitoo 47AW x 02111002OR No Yes No +26L95 W112.) Florida Deplartinernit of Business & Professional Regulation Pwlfl Building Codes and StwWarda Product Approval Application Betall E, -6-0 (3) (1) C- Florida Department of Business & Professional ftgulation pwiorl Building Codes and Stalinderds U) Proftct Approval Application l3aftli (3) a) 0 fdk E.ftw Ode glielpegA D�m Q) Type ikmellw- am-t4ybun, Celem R.Wmealaum" y4liki'med *11,11.1ed subwlits FICAlly- Adfirmil.h 20M Pella oemporotion Joe HaydenHaydon sonli Warre8ppealler T.E. Loin.. PE,. I-Lo (17114/2020 (17114Q020 0712=020 PVPID-d (3) W"456 U) llllstbed.� (641)k2l.8096 ICU -ca 0owlplilkow RaluallIon Repd from a pellopmoduotmemAwspe Florldn Rogislared Amphilod or a Licensed Florida fliecomm U Proldnalukknol Engineer oar Ile. Appromwill for Um Phadmet Mocle, III Names "VIVA" Pmdmtq"" 0*6 ftmwd In HVH lm Plesirbot now Pnise. swo 9 or ]gf, oubwe LL 108erl"FI.NoFixed 10 Rot" IW Flarge Fixad Wkidom MU2031 "Yes. yell No Milk u) rt 0 > • E 0 (D L- in co 0- C- M -I`-j -0 . = U) r� .0 vp LAJ CL- C. an L1— to C= -0 to go _ C*4 CD Gj CD U 4/1 Cl- C— U) CU 0 L- 0L CLO CP March 6, 2023 SHEET NO. PA 1.2 C/) -Fu (D > 0 MIAM� ULAW-DADECOUWW FRODUCTCON=OLSECTWN PGT Industries. 1w. PG'r Industries, Inc. 0 PGT Industries. W. 0 0 11905 SV126Sh*,FjwM 2GO NOTICE Of ACCEPTANCE: EXTI)ENCE SUBARTM '-NOTICE OF AC CEPTANCE: E 1-MENCE SUBAHT TED (D = CU -0 0- D"ARThENT OF REGULATORY AND Eco-NOMC RESDuRM 9tER) Mumn,71on&33175-2474 BOARDAM CODE A03MCISTRATION DIVMO-N, Ta26)31S-25W F(7M)'315-2599 NOTICE OF ACCEPTANCI 1A -IDENCE SUMTTED. (1) C/) NOTICE'OF ACCEPrALNCE (.NO.A,) I W"_z" I Fvidence submitted under preiious�'_,N OA D. QUALITY ASSURANCE =3 Co C13 Cn A. DKOMqGS B. TESTS (continued) 1. Miami DadeDepartmentof Regulatory and Economic C_) PGTIndustries.1ne. 1,070 TechuoUgyDrh�el 1- Niaraffacturers die drawiapand sections. 5- Testreporton 1) Air Infiltration Test, per FBC, TAS 202-94 0 L_ 0 EL North Venkt, FL 34=27 15 (Sn-bmiked under-MOA.Ma. 11-0107. 0-4) 2) Unifonn Static Air Pmmue Testr per FBC_ TAS 202-94 IE. NL1TERIiL CERTMCALTIONS 0 LL- scon- 2- D:rawingNo.3,M-_5570.0, titled -Vinyl -Sliding Glass DoorNOA 4W, sheets 1 3) Water Resistance Test, per FBC, TAS 202-94- 1. Notice of Acceptance No. 1_"521814 isstied to Vision F=usim Limited fortheir M 0 1 1 thrmigh-21of2l,.pnp.ared,bynmuf-acft=,�datedl,�0,105/1�,54�%pithfCM-sidnAd2,,te-d l) Large Missile Impact Test per'FBC, TAS 201-94 - -1NIkite Rigid AT Exterior Extrusions for Windows and Doors7, dated 081345, Co C) > (/) "0 E 2 docummtafionsubmittedbasbeenreviewed and a=epted:1byMia=-Dade CouutyRER -Product Control Section to 041051-17, si�ped and sealed by A.- Lynn Miller, PX. 5) Cyclic Wind Premue Lo2dingper FRC. TAS 1-03-94 expiring on 09030)19. 0 " CL bemcd inNfamiDa& Counlynd otherareazwkere allovmdbylhe A'utm1yHvvmgJutimhctxon(AHJ)- 6) Foired Emry Tem, per FB Cr 14LS 202-94 2. Notice ofAcceptanceNo. 16-0920,08 issued to Vision F-Kmision Lintited. fortheir -'X'E Cl) '0 CU CU 4- This-NOA date st-atedbelow-TlieAfiami-bade,CPunl*r F�Qduct CmtrdSec tim B. TESTS along with marked -up drawings and inst2ftion. diagram of virryl sliding glass door� ptepared 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC -Exterior Extrusions for U) < (In �&=Dade County) anWortheAM (in anwolherthanNha=Da&County)reserve the night to have thi's L Test rqxnt on 1) Uniforat Static Air Pressure Test, FBC, TAS 2012-94 per by-FenestrationTesting La-b- Inc., Test RfpmtNo-FIL &U9, dated 111)05, signed and Wmdows and Doors�" dated 12,108116- expiring on, 111Q9P, L i product ormateri6l testedforqu3kyn-wuranceputpos-m. If &is. product ormaterialfails to-perfotmin Che accepted 2) Large A,4issile Iu4= t Test pef FB C, TAS 2 01-94 sealed by Idalmis Ortega, P, E_ (Test veport revised on 12,%l 5 and 0-2�1 1,16) 3- N Totice of Acceptance No. 1,"152815 imied toXision Exinision Limited fortheir "Brown manner, them=3&Cturer win-�rnroke, modify, or ind Premue LoadingM FBC, TAS2703-94 3) Cyclic Wrin 6. Test report on 1) Air AWian Test, per FBC_ TAS,202-94 Coated (Painted or Laminated) White Rigid PVC Exterior lExtruslaus for suspend the, use of itch product or material within tlteir' urisdiction. RER reserves the r4&,t to revoke this j along -with marked -UP drawings and instaillation diagram of i-rinyl sliding gbss door, prepared 2) Unifom Static Air Press -me Test, per FBC, TAS 2014-94 Windows and Doors", dated 0&,'13115, expiring on 09,30119- acceptance- if it i3 determined by Mutmi-Dade -Connv Pmduc t Conh-ol Section that &is pmduc t or material fail s t o meetthe reclunmentsof the applicable- bWdinz_code_, byFenestrationTestigg Lab Inc. Test Rrpod'No.FTL8717 dated 1107,45,,si and gnrd, 3) Water Resistance Test. per FBC, TAS '2202-94. Notice of AcceptanceNlo- 1"71102 iss;ued teENEI;LGIFeaestration,Sobatiou USA, _2 -on This productis apprGved as desedbedheseinandhas been designed to comply with the Florida Buikling Code, soled by Idalmis Ortega, R E_ (Test report revised on 02115116 and GZ�24116) 4) Large Missile, Impact Test pff FBC, TAS 201-94 �TA Inc. for their 1-040 and Lighter Shades (.N -W1dte)Ri&PV10Ext@flor including the ffip�i Velocity 11urricane Zone- 21, Test uport on 1) Air Infiltration Test.. - per FBC, TAS 21Y2-94 5) Cychc-Wind Pressure Loadingper FBC, TAS '2203-94 Exn-usions for Windows and Doors- dated 09115116- expiring on O2-,Nl')1.. Dr-SCRIMON: Series " 45-5 77W12 170 *1 Vin� i Sfiding Gla ss D ow (Reinferre d), Wwro 9V & 13551 r"n er s-L.-MI. _7)UnifC=StatiC.4kPMsSWe T'rStperFBCTAS2022-94 ked drawings and installation diV- am of vinylsliding glass door, prepared along vnthmar _W I 5. Notice of Acceptance No- 1 "712.&4WmWtoENERGIFaae�trati*uSolutiom US. 'T. '70.0 Re ,AjTRoV_kLD0CUHEN -DrawingNo,_MD-4.5 v B, titled "V=34 Sliding Glass DoorNOA (UW_ Zbeft 3) Water Resistance Tes� per FBC,'TAS 2D22-94- by Fenestration Testing Lab, Inc., Test Report Na. FIL 8-5521- dated 11104/15, signed and Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid P'VC Exterior 'Extrusions I t1trough 21 of 21, preparedbymaudheanw, dated IWOM 5 and laA rMsed on 02J01r2l, signed and sealed by 4) Large 14issile Impact Test per FBC. TAS 20 1-% sealed by Idahnis, Ortega, P. E_ (Test report revised on 02A 5,2016) for Windows and Doors" dated 09il 5116,- expiring on 04/16120. A.LyntiNfilLer, P E., bearing the NEuni-Dade ComntyProductC-ontrolPevlswn4tamp with theN otioa of 5) Cyclic. Wind Pressum La -r F B C, !AS 203-94 adinipe 7- Testrepotton 1) Unifonn Static Air P=sLue'Test-, perfBC, TAS 1-02-94 6- Notice of Acceptance: No - 1"712.03 issuedto ENERGI Fenestration Solutions USA, -White Acceptancenumber and expiration date by the Alutmi-Dade County Product Contral Section 6) Forced Entry Test per FRC � TAJS 202-94 -1) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their Rigid PVC Exmior Extrasions for Windows and Doors- dated z ,%SILE BeAcT RAir�G: Lair and SmallMrs-sile InWact Reedstant .NIL al withniirktd-up drawings and installation diagram of sliding glass door,. prepmed 0mg vinyl _15,signedand 3), -94 Cyclic Wind Presmwe Loadingper FBCTAS 203 08110117, exl�iring on 0128119., by Fenestration Testing Lab�, Inc., Test RVQtt No- FTL "�� datedl f � 1, )6& AM withmarked-up drawninp and installation diagram of vinyl sliding glass door -prepared IM6-MO527- 535,7"- 7. Test reports No(s). I 0-0(P2- 79121N, per ASIME-84, L See table- I (sheet7) and table 2 (sheetg) fbrapphcabk-SGDunA smes, de-signpressures- reinforcementstypes, seA-ed by Idahnis Ortega, R E_ (Test report -revised on 01.e'04/115 and 01 `1 L'27016) byFenes=ion Test' Lab. Inc., Test Report No.FTL"39 (-mWL-s A-1 thru A-22). dated M9 - - ASnID 1929 and ASTIND-635. issued by EXOVA to Vision Exinision for cellulosic �glass t YOU ypes�sillriser(we tables 94A B-2.sheets 7-8) andgnchorla tsbeeo:requLrments,inllth-Lul6- 3, Test report on 1) Air Infflation Test. per FBC TAS 292-94 11,19110, �y JM.. e A_ Canso, P, E (SuAnt Nkd un de NOA No.41- , signed and sealed b composite matterial Rigid White PVC, Tan (Non�-wUe) Rigid PVC andBrown coated Tainted orlamituted) white Rigid PVC to be 2) Unffomi Static.4k Pressure Test- perFBC. TAS 202-94 010 04) 'o. 11 (,Submimed under NOAA -010704) labeled per refereticedNOA'srequi I rements. 3) Water Resistance Test, per FBC, TAS.2102-94 8 Test report on 1) Air Infiltration Test, per FBC- TAS 1202-94 8- Notice of Acceptance No- 14-0916. 11 issued to Kuramy America., Inc. for their 1 Egress operable&ors xnust comply with min clear width or height perFBC requirement. as applicable. 4) Large MissikImpact Test perFBC, TAS201-94, '2) Uniform Static Adr Ptessure Test, per FBC, TAS '702-94 "Seatry Glast, (Clear and Whiti?) Interbyef ". Wif fng on 077N,11 8. 4. PGcketwallsundef separateapproval, robe reii-euedbyBuilding official 5) Cyclic Wmd Piesswe Loading per F3C- TAS 203-94 3) Water Resistance Test- per FBC, TAS 202-94- 9� NoticiofAcceptance No. 1&1117.01 i�� tokwarky America, Inc- for their LAZEIJNG: Each unit shall bear a permanent label with the or logo, city. state and series am 6) Forced Entr y Test peT FBC, TAS 20-1-94 4) Large Missile InVact Test per-FBC, TAS 201-94 "Trasifel'S, 11track-ar. Clear and Color n7B Inteflayers", expiring on 07R8,119' following statemwmt:Matni-Dade County Product Contral Apprvve&�noted herein- along withmadmd-up drawIngs and in�(a diagram of irinyl. sliding glasstocr�prepamd 5) Cyclic Armd Press= LDadingper FBC, TAS 203-94 RF_N-E WAL of thi s N`0A 5hA be r o usider e d af ter a n m ewg app lica tim ha s be * n fi le d w d I h e re has, b e e m no by Fenestraticn Testing Lab, Inc., Test Report No- FTL 8547. dated I ItV15_ mped and 6) Forced Entry Test, perFBC_ TAS 202-94 1E STATE-111ENTS change in the applicable building codettegative ly affecting the perfimmuce ofthis, praducL sealed by Idahnis Ortega, P_ E._(Test report w�*ed 6 �02/15116) n .,a keg -with. marked -up drawings, and installation diagram of vinyl sliding glass door, prepared I - tstatement letter of confonnance with FBC--i* Edition (7-014) andFBC_-6& Edition Tmus-AnON,of this X0A' willoccur afterlheexpustiondateorif thew twsbeAn amisim,"changetnthe Testrepotton 1)AirInfiltrmion Test, per FBC, TAS 209244, byVenestration Testmg Lab, Inc., Test ReportNo-FTL 6337(samples A-1 thru A-5� dated (2017� issued by dated OW14117', signed & sealed by manufacturer, LynnMiller. P�E_ matern -s,use.andlorm ntfiwtm of1he product orpracess� Nfi�bse ofthis NOA as, 2neadozewe& ofaixy product, 2) Uniform Static Air Ffesmne Test- per FBC_ TAS 202-94 12AMA0, signed and sealed by Jorge A- Cmmr P. E. (Submh7edunder NOAX& 11- 2- Statementlefter of no fmancialinterest, dated 04/1&17, issued byra2mitacturff.sig prd, for sales, advertising of my otberpurposesshA autonafic allytetminate diis NOA. Fadvret6, complywithall, y 3) W ater Resistance Test- per FB' C� TAS 2 .6107-09) & sealed by Lynn Miller Pa section of this NOA shall be rause fbr*mination gnAremo-oal ofNOk- 4) lxge Missile, Impet Ted per FBC JA S 201-144 3- Letterof lab coaphawe, part of the kove test reports. ADN7ERTISUMENT. The NOArtuntter preceded by the words X�Ea= Dade CzuW- Florid;& and k1lowed by the 5) Cyclic Wind Presswr Loading per FB C.. TAS 203-94 C. CAILCULATIONS 4. RER_ Test Proposal. No- 17-0397, dated 05�05�17t signed by Ishaq Ck2ada- P.E_ yed, then it shall be expiTifiend4wzmybedi%A;iye-dinadv,ertma Utaatme..IfanypoxhionoftheNOAisdispla 6) Forced Entry Test, per FBC' Lk&.202-94 L Anchor verification calbulat iow and swxtural ana4rsz, complying with FB C -2014, done in its entirety- along, with marked -up drawings and installation diagram of vinyl. sliding glass door- prepared prepared by PGT_ dated 12,,)D9?'1 5andl; nrised on 0215,,16- sil;ned and sealed by ast re G. OTEOER LN'WCTION7: A copy of" entire _N0A sW beprovided to the userbythe namifactuter or its disuftters and byFenestratim Testing Lab- Inc- Test ReportNo FTL W-40, dated 12104.45� signed and A�,athmyI_ Miller, P.E. (SubmNed nmtier ANVA L Notice of Acceptance No. 15-1210.01, issued to PGT Industries- fortheir Series C= shallbeLavailable forinspection at thejob site at. t1te request of theBuilding Official. sealed by Idah-ais Ortega P, E. (Test reportretmed ouOLD+116 and02,1146)l 1 Glazing con#ies'wdb � TNE4300-0-9- AS -557Ra770" Veinyi.Shding Glass Door (Reinforced) -LXK" expiring on, 04/14121- U_ L ThisNOArevises &renevn _N,-0A92#-#4!9.05,and consists ofthisoam I and evidence pages E-LE-2. E-3. E-4, C= C-4 13hi'41 lsfis-q L Chanda, RL L C-4 Tt e mAxnifted ckc unie atatim was rmdew ed b y IsU q L Cba, a da,'p JE Product Cotwol Uzit Suoerdsor Product Control 7r Product Contral Umit Super-risor NOA No. 11-0205.03 _X0A N10. 21-OZ05.013 N&AL No. NNOIA No. !1_0205.03 CD ExpirationDatet AprilU!,2926 Apr,114,.2026 Wit 14, 2026 ExpirationDaw- AprA14,1#214 CU j" Appror I bate Alarelt Approval Date- -1fanch-25, 10:' 21, Ap 25,2011 Page I E-2 PGTlndustnm hik. CGI Windows and Doors, Inc. PGT Indastrie& Lw. N 011C E OF AC C EPTA, N-CE: E N M) ENC E SU B _Wr TI ED NOTICT Of ACCEPTAINCE: EN-MLiNCE SUB111TTED N0110E OF ACCEPTXXCE: SUIBAff TTED, 2. Eiidence Submitted under, pmious submittal E. KATERL4L CERTIFICATION'S (continne) 3. New Exidence Submitted 5. Quanex Part Sum Styacer Standard con*4,vmg withASTMCSIS Th&rmg Conductivit y A. DR_AAim.NGs 0-891 BTU -in/ hr.-ft2L-F, ASTM F 1249 WVTRPa%. ASTM, D39 1 35 1 Oxygen -Pass, AS-IM E , I I A� DRAWLNGS 1. Drawing N o. AID-5 5 70.0 Rei- B, titled -Vinyl Sliding Glass Dom NOA a=% sh�eets 219 0 1. G.. Diurabili ty-N o Fog -Pas& (.907W&W tinder pret -kn s 1N70-41Yo. 15-8409. 0 51�) 1. Dralaring NoANED-5570.0 Rev B, titk-dL'VjnV I Sliding Glass DooTNOA sheas I I throuj� 21 of 21- prepared bymanufacturer- dated 10,05115 and last through 21 of 21, prepared by niamthmner, dated 1 0.r95115 and, last revmd on 0,1101 L 040-MO, signed and sealedbyA-LynnMiller, RE,, -6. Quanex Part Duraseal complying with ASTU C51S Thennal Conductivity 2.22 BTU -in/ signed and sealed by A- Lynn Miller, P.E_ Cn br_fFLPF, AS'IM F 1249 WVIR-Pass, ASIM D 1434 Argon Pern&ma.-_Pas& -ASD& E Note. This revision, consists replacement of same existing installation scxw with flat head- B. TESTS 2.1V_ 1G..Durability-No Fog, AS`IM E 546 Dew Point DaTek4mmnt -2TF in 48 lim. 1. Test reports ow, 1) Air Infill tation Test, per FBC, TAS (Subm Ofted uln der NOA No. I M4- A 05), 2) Unifami Static Air Pressure Test, Loading ptT FBC, TAS 202-94 -ith PVC-AAMA 303-13, Vokintmy Specification Vision Extrasions= Ltd- Parts compkimg v, B_ TESTS Water Rrsistance Test, per FBC. TAS 2202-94 for Rigid Pohvmyl Cldoride (PVC) Extwot Protles for Vlwon F_WwA=_Ltd -VEX I by 1. NOW. 4) Large Missile Impact Test per FBC� TAS 201-94 A�kMA FefteSt=t= Exterior Prof* Certtf=tWn PMgf am_ L (SilbNkle'd 11nder �VO4jVo. 15� 5) Cyclic Wind Pnw= Loadingper FBC, TAS 203-94 C� CALtTrIATIONS E along with marlmd-up &-awvings and im"Mhon diagram of aH PGT Industries, Inc. 8- Vision Extrusions, Ltd- Parts compb-ing with PVC-AAKk 303 43- -4-0 re;mrsentative units listed below and tested to qualify DowsH 791 and LDowdl 983 silicones, (S ribinifted uuder.V0_4JNo. 154469.95) (1) prepared by Fenestration Testing Laboratory, Inc-. Test Reports No.: 9- P`VCAAMA 30 3-13, Voluntary Speciflicatim f" Rigid Polyvinyl Cbloride (PVC) Exterior D. QU.4.LrrY A S. ST-IRkN C E (1) FTL-7'897, PGT PIW5520 PVC Fixed Window (w L 3it 6 -in proposal), dated 09103114 13toffies for Visim Extrasions, L1d_-VEX-1 by AAMA Fenestration Extermi 1�toffle L Nliami-Dade Dqmtmentof Regulatory and Ecommic Resources OLER)- FTL-20-210.71. PGT SGD780 Ahanimm Sliding Glass Door (unit 7 in proposal) FTL-20- Cfi�ionprogram. 2107.2j; PGT CA740 Alum OUtSWingL C'_15enWnt Wiudow (unit 8 in proposal) 2 p IFTL- 0- 10- Notice of Acceptance No. 14-1217.14 issued to Energi U' Inc. for SA, "Yan E� -MATERIAL CIERTIRCATIONS. cz 2107.3, PGT PU77626A Aluaiinum Fixed Window (unit 9 in proposal) and FTL-2",107.4. their L3040 & Eght shade (nott-white) Alite Rigid PVC Exterior'Extrudou,� for L Notice of Acceptance No. 19-03,05.02 issued toKararay America, bit. fortheir > PGT PW7620A Alurnimmi Fixed Window tunit 10 in proposal) dated 07/13f2O- all signed W,Indows and Doors�-. � ex4yihag on 01104,021. "'Trosgolt, Ultraclear, Clear, and Color PVB GlaSS lnterhTers�"' expiringL on 07,0&124� 0 and sealed by Idalmis Ortega, P.E. IL Notice ofAcceptance'No- 1"122AZissued toEbergiFenestrationSolatimU& Inc.fcT 2- Notice of Acceptance No. 17-080&02 ism, jed to Koraray America, luc. fm their their se mis""te Rigid PVC Exteri" Extrusions for Windows and Doors7- ezp='' g �on "SentryGlast (Clear =&%Ike) Ghss Interlayers* . EV=9 0407,003- C. CALCULAT10INS 1. Anchor vmfica ' tm c2k-LA;atwn& and sftwt=l analysis- complying -with FBC 711, 021.21M23- 1-1. Notice of Acceptance No-2."2703.03 issued to. Euergi, Fenestratton, Solutmi USA- Inc_ 3- Notice of Acceptance No- 18-1106.10 issued to'%,"ision Extnisions. Limited for their "Brown Coated (Painted or Lamma ted) White !Ugid PY C Exterior Extrusions for Windows Edhioa �;Wo)_ dated &411'7 si gWd and sealed b __)'21D, pfepared by manfffaCtUref - -y th& & light shadeL cap coated NI'hite Rigid PVC F-iterior EX(I -usionS f -Bronzt IDT, and Doors� expidng on 0930�241' AnthosyLynnMiller. P_E_ 'indows, IV and Doors", expiring on K46.25- 4- Notice of Acceptance No. 19-1106.11 issued to Vision Extrusions. Limited for dwir series 0 :3 -2- Glazing complies with ASTME 1300-64,-0, -12 and, -10. "IT- 1000 - Tan 2 012 And fthte r shad ts 0i4n-1V1dU) Rod Caula r PV C F-verior _0 D. QUA11TY ASS17RANCE F. STATEMENTS Extrusions for'Windows and Doors- expiring an 1129Z2 1. 7 0 MiamW)ade, Department of Regulatory and Economic Resources (R]EK1 1. Statement letter of cWomance to JFBC 711 Edition (2020), dated 04,22.20,1 issued by manufacti=r, s*ned and sealed by, Amhow LY= Miller, P X F� SEATEMENTS 0- E. 31-ATERViL CERMCATIONNS 2. Statement letter of no financial interest and of mdependew�issued by manufacturm. dated L Staternent letter of conformarim to FRC 76 Edi&u (2020), dated 010V21. issued kv (1) L Notice of Acceptance No. 19-03055.02 issued to Kurarar America, Inc. for theii- 04A &-220, signed and seAd by AiAhoW Lynn Millet;_ P_E_ mamifad-i=_signed and sealed by Anthony L M iller Y, M , P-E,.' 'Irasifolt Ulti-ack-ar, Clear. and Color PVB Glass Interlayert-, eqking on 1 Privrate Labeling Agreement document between PGT. dated 0350JI5 and signed by all 2- Private Labeling, Agreement dated 0109,21 between PGT IndusftiE& Inc. and CGI 07/08Y24- involved parties Windows and Doors Inc-, sigwd by Dean M. Ruadc, P.E., V,P. Engine�g. on behalf of Notice of Acceptance No. 17-0908.02 ismed toKurarar Am�eiicat htc.-fKtheir both.ccuVARIes- "Sentn.-GTAs'l, (Ckar and Al&*) Glass Interlavej-57, expiring on 07.040-3- OTHERS < 3- Notice of Acceptance ',.No- 18-1106.10 issued to Vision Extrunces Limited for their 'S.rown, L This NOA revises N0A# 17-0420.06 (PVT w,CGI) and updates to FBC2020 (77AEdltian), G., OTHERS r) Coated (Painted or L aminated) � White Rigid. PVC',`Exterkr Extrusions exPiting 04/2-lal- 1.: M&, NOA miises renews NQU 20-0429.05 (PLA w/CG4, expiring 414yX tor Wimdaws and Doors"- expiring on 09/30.f.14- 2- RER Test proposals #19-1,155 dated 0 V10210 approvet by IshaqI. Clianda- P_E_ expiring 2. 'Ihe cunew associated PLA. CGI Me #21-42V- �01 expiring 0444f26, 4. Notice of Acceptance No. 18-1106.11 issued to Vision Fxmisices Limited for their 04,114el- SeAes 100 Tan, 202 and fthter shades (Non-NlUte) Rigid Cellubr PVC M o,,L Exterior Extrusions for Windows and Doors7. expiring on 12/29/2 1 - 1,0- 7 � U6q L C%andw. FX. Idia q 1 Chmada, PE. lsh*q I'Ckaz4a' PI� Pkeduct Control'Uni�, Supeniser product coutIVI vait superrisor Product Control Unit Supervisor 'No-k No. 21-VOR.03 N'OA INo. :1-0205.03 I z < NO-1k IN-10. 21-OZ05.03 ExpiratiozDatt: Aprill,4,2026 Expirm ties Dade. zj�przl 14, Z02,6 Expiration DAte - April 14, 2026 A pproval Da te-11arch LS; 1021 �Ipproval Date.- Mirth .4provAl Date- maych 2s' 2021 E _5 -6 E 4 SHEET NO. March 6, 2023 PA 1.4 O U) N -� U MIAMI-iAD MIAMI-DADE COUNTY C Q) tom. O 0 PRODUCT CONTROL SECTION Cast -Crete USA,. LLC Cast -Crete USA, LLC Cast -Crete USA, LLC N � CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 -� Z7 . BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 2474 T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � U � � � - NOTICE OF ACCEPTANCE (iiQA) &" miamidade.Qav/economy O O Co -0 -0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 3, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12 Q209,12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.0.3 -— tO _ L (D 6324 County Road 579 A. DRAWINGS ,, A. DRAWINGS A. DRAWINGS C CL 0O SekTner, Florida 33584 s ., 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details , sheet I oft, g �, e Details", heet I 0 1. Drawing No, FD4612, titled Precast and Prestressed Lintel s f 1. Drawing No, D4612, titled Precast and Prestressed Lintel Details , sheet I of = -- CU -� Co prepared by Craig Parrino, P.E, dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and .Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12' _ 0 U) CO O > SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables': sheets I through 3 of 3, prepared by , . LT4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables" sheets 1 through 3 of 3, last revision dated 06/12114, all . — O N � � L • This NOA is beta issued under the applicable rules and regulations governing the use of construction materials. g pp g g � Parrino, P.E. dated March 24 2003 last revision #1 dated April 28 2003 both Craig Par P through 3 of3 prepared by Craig Parrino, P..h,;, dated March 24, 2003, last. - prepared, signed and sealed try Craig Parrino, E., an 081I9114. U) . —1.l) � O co � `- The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control drawings signed sand sealed b Craig Parrino, P. g �'" y g revision dated March 11, 2�08, all signed and sealed by Craig Parrino, P. � , on � � C -.-� � U) Q Section to be used in Miami Dade Countyand other areas where allowed b the Authority Having Jurisdiction y B. TESTS 22, 20I2; B. TESTS ." ��.March 1. Test report on flexural testing on 4", 6" & 12" Precast Concrete lintels Filled and B, TESTS 1. None' This NOA shall not be valid after the expiration date Mated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, perASTME 529-94, prepared 1, bone. C. CALCULATIONS Section In Miami Dade County)and/or the AHJ in areas other than Miami Dade Count reserve the right to have � `1) g b Applied Research Laboratories Report No. 30404A, dated 04110103, signed and y PP F 1. Calculations frrr Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, 0! this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Portion, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ' may immediately. revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE D 1, �y Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1.y MPaand Regulatory Affairs, miDade County Department of Permitting, Environment, 2. Calculations for Cast -Crete Lintels; dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS L Name. Zone of the Florida Building Code. 1. Norte. DESCRIPTION: ( Cast -Crete) 4", tr" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig b Craig Parrino P.E. dated March 24 2003 and Drawing No. LT4612 titled "Cast -Crete 4" 6" & 12" prepared y g g 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel .Safe Load Tables", sheets 1 through 3 of 3, prepared. by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. ll by Craig Parrino, P.E., certf�ing compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition, 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County ]Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING- Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent Iabel with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load fables `, sheets I through 3 of 3, prepared by 1 None B. TESTS 1. None. County logo. Craig Parrino, P.E., dated March 24, 2`003, last revision dated March 1I 2008. B. TESTS RENEWAL of this NOA shall be considered after a'rennewal application has been filed and there has been tart 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory arid Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONSrya ADVERTISEMENT: The NOA .number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REM. 1. None. e� the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By .Miami -Dade County Building Code Compliance Office. - be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER cYs - INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- .- shall be available for inspection at the job site at the request of the Building Official.1N°'te , Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Q 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 c a E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M S, elmy A. Makar, P.E., M.S, eimy A. Makar, P.E., M,S. y H s The submitted documentation was reviewed by $elmy A. Makar, P.E., NLS. Pro net Control Section Supervisor pe Product Control Section Supervisor p Product Control Section Supervisor Q Z w a, tic /]e / % NOA No. 20 0630.15 / � NOA No. 20-063015 NOA No. 20-0630.15 NOA No, 2"630.15 d F .. ✓f rearu i 1 Expiration Date: 09/11/2023 " Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Expiration Date: 09/11/2023 � C2. °C Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 3 3 Page I E_ 1 E-2 E-3 d E a 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. Norse. 1. None. B. TESTS B. TESTS 1. None. 1. None. S� C. CALCULATIONS C. CALCULATIONS 1. None. 1, None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1, By Miami Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E, MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS A.-i 1. None. 1. None. (U F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition; issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition; issued by Cast- z (n Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ C6 S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. � 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet 1 of 0- 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q L7'4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 O Q through 3 of 3, prepared by Craig Parrino, RE., darted March 24, 2003, last i— -F--+ revision dated .Tune 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, B. TESTS 0 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE M co 1. By hltamiDade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS < 1. None, F. OTHER L 1. Article of Conversion far a name change. O C w e my A. Makar, P.E., M.. C>1 Helmy A. Makar, P.E., M.S. 2 !C= z ai Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Q Approval Date: 08/20/020 Approval Date; 08/20/2020 J E-d E-5 a SHEET NO. March 6, 2023 PA 1.5 14 /r_ - ,/ I I L I ECO imc\_ TILLIT TESTING Q ENIGINEIRING COMPANY WAI-rRlt A. TILLM, M., pz. -, __ __ ___ ,,�nC:0@S,0.LCo L - ""r PL C� Li..,. Mi. 0006719 PRODUCT E%ALUATION REPORT REPORT NO.: 20-0728.01 DATE'. July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATEGORYt� Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER- Global PrplWton PJ0_Vgjl 4800 S.W. 61 Street Davie, Florlda33314 1. PURIPQSE OF EV , ALUATION; This is a Product Evaluation Report issued by Walter A. Tllllt� Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the FI orlda Department of Business and Proftsislonal Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the Product Is for the purpose Intended at least equivalent to that required by the Code, . This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED; 2.1. PRODUCT EVALUATION VQCUME , , NIT (PX.D.J: Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Titteloo, Inc,; signed and scaled by Waiter A. Tillit, Jr., P,E.; dated 07128/2020. This drawing Is an integral part OPPIS Evaluation Report, �"w""I", k ',",I, Ii .�-�-....,,, '*� L __1 _0 4 - ' ,I,,\C EN " -1____*1=_e" �_1_1�__-I' 01�1 ---�t7- III 44167 � , _* -,-L:�"- �ZOP,W, '� �� 1. ' ". S. " - . ... - .. ' 6355 N.W. 36th Street Suite 305, Miamu� Florida 33166 - Phone, (305) 871-1530 -194�661w, P-RDDE)CMIALU&IIQNAREUIMZD-IktgZV,U 2 , 2 2-TES-T ME P 0 R T $; Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as Per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 0810911996, #96-670 dated 09118/19916, #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10106/1 948 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespaida, P.E. and Henry Haftem, P,E. Tensile Lest report No. DCM-197 by OC Metallurgical, Inc,, dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2_3_"MUCTURAL ENGINEERIKQ��TQNJ- ________ On 20 Gage Galvanized Steel Storm Panel for maximum panol 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 16116 of the Florida Building Code, Calculations prepared by Tifteco, Inc., dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE, Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. IWND LOADS. RESISTANCL 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14� 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10t 11, 14,16,17,18,19,20 25 and 26 of26, of Product E-,v,alustiori,Document(P,E.t).), drawing No. 20-170. 5JNSTALLATION, Installation shall be performed strictly in accordance with details indicated an sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum reparation to glass shall be as Indicated on sheets 8, 14,16,25 and 26of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. MEBL : 6 3) IN CASE TW PRECAST SIONE, OR PRECAST CONCRETE PANELS. STUCCID CA WOW BOARDS Of FOUND ON THE OM FOR al-ARL-MMM 51100. SfOW MN= CV51ING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, � STOW PANEL SHOWN 04 THIS PRODUCT EVALUATION DocumEwT (Pro) HAS KEN ymiplai FOR cwPLbNXCE IN MtHORAIGE SHALL BE AS MENTIONED N B.1) AND IN 62), ACCOKANCC WIT" THE n2O (7th EDITION) OF THE FLORIDA BUILDING CODE (C) ��Mu_ DESIGN WIND LOADS SH,44i, BE DETERMINFI) AS PER SEC' PON I620 Of' THE ABOVE MENTIONED CODE, W BUILDEX, ,W,; FOR A WIND SPEED AS ACQUIRED BY THE JUR�SCKTITON WHERE THESE SHUTTERS WO RE INSTALLED AND - #14-10 PANEUMATE FEM4E 10 A" PAREL)ATE FLUS ANCHORS, AS MANUPAMRIED W ELCO C04STRUMON PRODUCTS FOR A DIRECTKTAAU� FACTOR Kd.O.S$. USING ASCE 7-16 AND SMALL NOT O�CEEU THE MORISON! (&SO,) 1. I SCRCWS PER NVS� SPEXW DESIGN PRESSURE RATINGS 11MOCA70 ON SHEIM 7 THAD 12� 14, 15, 10, 19 & 2M - 1�1112t�S/8' *000, BUSH". AS VISTRIBUTED SY ALL M,NT SCREW, SOLT a - _TY CE� IN ORDER TO VMrf THE ADOW CONDITION. ULTIMATE DESIGN WIND I,OAOS DETERNAkED, PDT ASCE 7-T6 SMALL BE PAST REVOCED TO A_SO� DESIGN MNIT LOADS 13Y MULTIPLYING I BY ob IN ORDER To V 1) MINIMUM THAWAM ft-NPTOATION INTO *OOD OF TAPCON ANCHORS *,A" RE 1 112- AND 2- FOR ELCO PAMELVATE PLUS ,MEN COMPARE INCISE W/ VAX (A,S,O) OM04 PRESSURE RATINGS INDICATED ON Stfl� 7 -U*U I2, �4, 15, IS. 19 III n " PAKFM" PIEM" d), - C 2) AM Or LAD SCREW, 04TO WE WOOD FRANC LIMIT SHALL BE I 1/2-, NO MMADED IN ORDER �O it�_ THAT ANCHOOS ON N4tS P ED AS TESTED WERE NOT U%TSk STREISCIT, A 33% INCREASE IN ALLOWABLE 4, BE CONSIDERED AS PART OF THE RECOPIED TNAEADED PENEMtION. STRESS IN WIND LOADS WAS NOT USED IN THEP ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE %TIM N.C.%. ,7018, C-3) MINIMUM ESE- DISTANCE OF LAO SCREWS, MID WOOD %011 BE AS MOICM IN TIR.- IDAWANIC! STORM PANWS AOICOUACY POP IMPACT AND WIND RESISTANCE HAS HUN VfRIFIEC IN ACCORDANCE WITH U�TIGN 1626 OF THE ASM MENTHNIED COM AS PEI? HURRICANE ENGINEERING It TESFTNCi INC, REPORTS 94-569. 96-570 & 96-T30 AND CA) MINIMUM PENETTUITION OF WOOD BUSHM SMALL BE 3/8' 1/4* C-20 SCREWS USED SHAU BE � 1/2' ONC MINIMUM FENESTRATION TESTING LAM WC, REPORTS #2032 ile 12126 . AS PROTOCOLS T'AS-201. TAS-202 AND TAS-203, SHOULD STUCCO OIST_ AND I' MINIMUM FOR WALLS WITH NO SIUCGO� AS WELL AS AMERICAN TEST LAO OF SOUTH FLORIDA REPORT 002 1 9.01-09, As PER tAS 201, TAS 202 AND TA5 7W STANDARDS, C5) A CASE THAT PRECAST SIM, OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE EXISTING WALL ANCHORS SMALL BE LONG ENOUGH TO FMACH INE MAAA[ SMETUfT SCHUND SUCH PANELS 2 ALL ALUMINUM OTRUSIONS 'O BE 6063-T6 ALLOY AMD TEMPER. (UNLESS OTHERWISE NOTED), 55DE SHEr, 2 kNMW1A1E SHALL HE AS MEWTONED W C_ I! C�2) & C 4) f 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H!4 ALLOY. (0) ANCHORS 54[Ad� RE INSTALLED FOLLOWSK ALL Of THE RECOMW400095, AND SPECIFICATIONS OF THE ANcHOR'S MANUFACTURES, A ALL STEEL SHEET METAL PANELS $HALL HAVE STRUCTURAL QUALITY STEEL ASM A-03 CRWE 50 L&MMUM, C-60 CA-1VANIZIE) STEEL DESIGNATION WM. re.5 W, (AFTER ROLLED). S. PANELS MAY ALSO BE INSTAUM HOR[COTIMALLY FOLLOWING WSTALLATIDN DE14LS SMa" ON SECnON 3 THROUGH 10 (SHEICTIS 4 7WROUOH 6) EXCEPT THAJ HEADERS 0 III 40 SMALL NOT K USED, 5� ALL SCRIEWS TO BE STAINLESS STEEL 304 OR 316 OJSI SERIES OR CORROSION RESISTANT COA= CAR130H STEEL AS PER 9 IT SMALL K THE RESPONSIBILITY OF THE CONTRACTOR to VISEFY THE SOONONSILE OF 'HE SMUCTURE WHERE SHUrTER IS TOL BE UN 50018 W/ SC k3i YIELD STRENGTH AND 90 kill TENSILE STRENGTH III ShALL COMPLY W/ FLORMEA BUILDING CODE ATTACHED TO INSURE PROM ANCHORAGE- THL5 SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAINIF SECTION Z41t 3,!L4, BIADINCS, 4 BOLTS TO BE ASTIA A-307 GALVANIZED STECL, OR NSI 304 SERIES STAINLESS SIFEL, "N' " 6.i WNIMUM YI-qr. S1 FICOM, 10 W,+i REGULAR STORM PANEL MAI LENOTHIS OVER T-8 THROUGH 12',-4-, AS PER SICV045 0. 8. a a 10 ANt AtTERMI&TIVES SW. I 0INCHORS TO WALL V491 BE AS MLLCWS- ON & 1OW 04 SHMS 3, 6 Ar I 2 RESPECTWELY; SMALL HAVE A I tQIAX, AID RWLY VISIBLE MARRING INSTRUC794G OWNER 09 TtMOOT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT? OUWW FMDS OF "URROAAf WAAMW (A) I I THE IWAULATTO4 CONFRACEOR IS TO SLAL/CAULK ALL SHRITTER COMPONONT CODES WHICH REMAIN IN CONVOUOUS 0ONTAGt Wtttl loi� �TWCON 'I AIH�OiOn 4S MANUrACTURED BY fJA SlAQW9, 19C� (01f, r-11lil o.1) 11C SOWNG To PREYCOT WIND/RNO WINIUVOk : �/4` 7/8' ChK-NI ANCHORS, AS MATNUFACITURED BY DOWALT THE, (NAN, f-SO06 p,) %4 14'0 3/4' SOUD-SET ANCHORS. AS 01,5TAIRUTED BY All FOINT SCRE'At, BELT & SPECIALTY CC, 1Z STORM PANILL 45-TA"PON SHALL DUMMY WM4 SPECS W=AMD IN YW_G DRAWING PLUS ANY BUILDING AND ZONNC REGULATKINS (Nip. f-um P'c") -0014" BY INC AAW�CTOM WHM PERMIT IS APPLIED TO, - 114-4 PARELAAME FEMALE 10 & PANELMAlt PLUS ANCHORS, AS MAIRUFACIURED BY OLCO CONSTRUCTION PRODUCTs- (TAIN 15-3,150 P.;,) IS (4) THIS PRODUCT EVALUATION OCCUMEWT (PE DJ PREPARED Vf THIS CRIDNEER I$ CENJI AND ODES NOT PROMISE ,NFOR"TIDA - 1/4*0 PF TAP-CRIP ANCHORS� AS MANUFACTURED BY 7RU-FAS1 CORPORATON Q`5600 p.s.,) FOR A SITE SPICW�C PfAO&CT, , . W14ERE nil SITE CONUMONS oEVfATF FROM 114E P,CD &I) WNIMUM EUR13MENT OF TAPMN ANCHORS INTO POURED CONCRETE SHALL SE 1 �/V� 2* FOR PANELMATE FEMALE TO CONTRACTOR TO BE RESPON$t&C FOR 1HE SCLECTION, PURCHASE AND INSTALLA',xiN INCLUDIK lIFE SAFETY OF THIS PRODUCT BASED ON THIS PE.D, PROVIVED HUSHE DOES NOY DEMATE FROM THE CONDITIONS DETAILED ON NIS DOCUMEW 9) AM PANOAkTE PLUS AND 1 114' FOR OF TAP-ORIP AKCHORS, CONSTRUCTION SAFETY 47 SITE IS THE CONTRACTOR'S RESPONSIBILITY, &2) CALK -IN & SOUD-SE7 ANCHORS SMALL BE EMBEDDED 7W INTO THE POURED CONCRETE NO EM8E[WENI INTO (0 THIS �ROOUCT EVALkNITION DOCUMEW Will BE CONSIDERED INVALID if MODIFIED. STUDCU SMALL BE PEPNMDS I /4* 0-20 SCREWS USED SMALL BE I 1/2* LUNG MINIMUM SHOULD STUCCO EXIST, No I' MINIMUM FDA WALLS WITH NO STUCCO. AM MAT RE NEADED SCREWS OR ALL THREADED SCREWS W/O IIEAO� id) SITE SPECIFIC PROTECTS SHALL SIC PREPARED BY A FLORIDA REGISTERED ENQNEL� OR ARCHiTC WHICH WILL BECOME THE BUT WITH WRAG � HUTS ENGINEER Or RECORD (E-Q-R�) FOR 114E PROXCT AND *40 WILL BE RE55"l-Staff " THE PRO" USE OF THE P,E 0. ENG114EER Or RECORD, ACTING AS A DELEGATES, ENGINEER TO THE A. 31 IN CASE W-, PRECAST STONL PRECAST CONCRETE PANELS, PAMERS, STUCCO OR WOOD BOARDS BE FOUND C. THE I"E.0 ENGINEER, SHALL SUBMIT TO THIS LATIER THE STE SPECIFIC OAANW5 FOR RFAEW. EXISTING WkL OR FLOOR. ANCHORS SMALL BE LONG ENGUCH TO k-EACS THE "N STRUCTURE BEHIND SUCH PANE45 ANCHORVF SHALL BE AS MENTIONED IN A 1) AND N A.2), (e) THIS PT_O SHALL SEAR THE DATE AND ORIGINAL Stk AND 5ieNA,TL,W OF THE PROFESSIONAL ENGINEER OF ACCORD ITiAl PREPARED IT (0) !Qi��,4901001--W&I-Agm-r-M RS AS MANILFAVURED BI i 7 W, SIDLED, IN' , ,4, SHUTTER MANUIFACtURER'S LABEL 'WL. BE LOCATED ON A READILY MSf%K LOCATION AT STORM PANEL SRQT" IN AGCORDAINCE WITH SOVION 1709.9,3 OF FLORIDA OUILDNG OODE OWE LABEL 1/4' 0 � 7/ir dkii-iN 44CHORS, AS MANUFACTURED BY GCWALT INC, (01" � r, 1 $00 p ) Stott Or. FLACECI M tvERY OPENING LABELING to COUPLY Witt SECTOR fm!?19�2 OF THE _- t4il�e X S�A" souw-sa ANCHORS, As Dismisurm BY ALL Pow scRim. BOLT 4 SPECIALTY ED I'LORNIA aUILUI% LOW, � (MIN, fc.law P-L) , - V4- , 0 TIARELTANUE R-A&I W AND PANKMATE PLUS ANCHORS, a MANTRACIFURO BY CLCO CONSMQnON Air�, MAISTRIG SNALL GAIL, PRODUCTS Y'-�071 1. OBTAIN PERMITS ON THE S : (MINI P.Li) I �S"kIRIOIINAA,,%, - I /4- it CF TO-GMP RADOM, AS MANUFACTURED BY TRU-FASI MFO44TIOM 04 - , g, X, /19*-%. �,, ...... .. ��GXA,*_ * *'.� ,,, .,N, FLORIDA BUILDING CODE (High Valool Flu,fleatio Zone)l 01 13 MINNIUM, DAMMENt IX TAPOON ANCHORS, CLOG PANEL"TIS AND CP TAP-GW. MC400. INTO THE ,.If, BLOCK Lein SPAU BE a 4/4., - ., , , , R wiv X=m mc 20 CAM GALVANIZED STEEL STORM PANEL 9 ..", , * . , P,r NO. u 1. I USIMAN vf� 4 1 fLl' I CkK-M & VAJD-SET ANCHORS SHALL BE EMBEDDED 71W INTO 14C CONGRM 3l,OCK UNT7 No wss� , = - _______`L 400 INTO STUCCO SHALL BE PER IF," !14' 0-70 SCREWS USED SHARL BE l 1/2- LONG MINAlUto S�,Qvis "&%�� I I GLOBAL PROTECTION PRODUCTS, LLC. � I /1"OrEC-0... _\ _"'2�"X"U" "W� AND MINIMUM FOR WALLS WTH NO STUCCO. - !':�'- STA �> - - OF MANLiL. $I � S _1 ,.%�`,1�0 D........ L��*!M..�' -,r= -iw (W=-4111 1'_"AMH`X`I_`A` 20-176 " IF, . -'sluu ". �1� ...... - ,_= PIM __1. " oRNAIin N., I 0'". IK ,= TI� :�, PC ,-,,, . . . . . . . . . . A It 62 � - I �.,_ �� - I - - 61i, I I I , I I 1TT11aATQ,A3!.!J =,, I -,-T�riu-ic,r.-r,n, 6. MATERIAL CNARAQTF,R1SD_C$,A , -ND PECIE[CATIONS; ___ Shall be strictly In accordance with General Notes andComponents indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E,D.). drawing No. 20-17S. 7. UMITATIONS AND CONDITIONS OF U 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru, 4 and 1 1 thru 16, indicated an sheet 21 of 26 of Product Evaluation Document (P.E,D.), drawing No. 20-176 prepared by"I'lltem, Inc. and signed and sealed by Walter A. TIM, Jr, P.E. 1 T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620,2 of the Florida Building Code. 7.3. Product shal I only be Installed Into poured concrete, concrete block, and wood fro me structures. Product Evaluation Report prepared by WatterA. Tillit, Jr., P.E. (Florida License No. 44167). President of Tilteco, Inc. (Florida CA-0006719). - N.,-1,1�& , �, ,_ , �r."�,EIVS " --rA . \� e,*. 1 : I . ;-:w 441 67 '� !:�-:S* I * WATILL DA TIL TECO ADMON RECORDS I P. E. RFPORT,26 k GLOBAL, PROTECTION PROD UCTS, LLC % 20 GAGE GALVANIZE�)5�FEEL5TOMPANFL�DRWG#20-1761REFIOPtT#20-0728,01 Z I I L I ECO irwc,.i �� TILLIT TESTING & ENGINEERING COMPANY - -, 1111--_ WALTZRA. TILLIT, J&, RE. tilreco@aol.com ,PRODUCT EVALUATION REFUM FI.PF T,kN,I 44167 FLCA. U-Na.000019 REPORT NO.: 20-0727.02 DATE: July27,2020 PRODUCT CATEGORY' Shutters PRODUCT SUB -CATEGORY- Storm Panels PRODUCT NAME. 24 GAGE GALVANIZIED STEEL STORM PANEL MANUFACTURER: Global ProtecffaEiR1QdUQ1"LG 4500 S.W. 51 Street Davis, Florida 33314 1. PURPME OF EYALLIATION1 This is a Product Evaluation Report Issued by Wafter X Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. ISIG20-3, Method 1D of the Florida Department of Business and Professional Regulation, This product is being Issued an Evaluation Report as diSsoribe4 holneirt, and has been verified fbir compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to reviewand revision in case of a Building Code change that may affect its limitations and conditions 2-.EVJDEN,CE SUBMITTED- 2.1. PRODLL(;-T ENWLUATION DOCUMENT (P.E.D. Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 1 8 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,, dated 0712712020. This drawing is an i_nteR&,*n1t�416§IQ,IS Evaluation Report. � . 1� !", - - , .1 /�, N sP I , E N's. I., �Pl , ,� , - c/ , W,., ,L, _', Z�,� ,_1 , _4L_ , _��, �p %. - 6_355N.W. 36th Street, 9vite 30%Mami, Florida 331.66 -Phone: (3055) 871- * QLAR,& LIFE SAFETY STORM EANELS ISCALE 1/2-11 -,--�--.�-�,--�---,---"�---.-.-�.. __ ------- _15"W nommm)-_ -_____ - ___- -"-' ------ _-, ___.___.__ -,- _.______12.SQO` (CFECCIINE WIDTH) - ---- --- - --,------ I , - ------ iSJ96- (TOYAL WIDTH), - - - ,----- __j i i b � . � _ -,-... 11., � .... .6 Ile _-___--_.____, t � ----- fi,M ------ - -- -.-.--_--,. � I _ I T , I " _.� -1,1P.- I ,�,�JMW* : , I I , i-ANO _� F-14 ,- . f i I � ,"'N. I " � I �, � � � I I, � � " ,��---I_,,�O_ 1,, --i-Sic.- A � I I I I I - I N;A I -1 I � I � cow ". THICK , �', A" - - "I - ", ", ;47 Ell I I 11 , ,�fl� I , �- OWN A-SS3 F , e___ _1!$i.'_1'I�-_ I I '�. - - 'I ' ON"ANIZED - "S , , ,�, . DIM* " THICK - - - __ 7:'- '� i,_&'i , � $.- i //' -C 2.411,7 -I" - , 2.L.' ' ,�C ib,w I - - " ' ,� t R ASTIO Al-1411 . ----, "' I ' \ ok�I&Axrro SIM - - I 9 \: ", 1 GRADE 50 MINIM .. � I "' ." EDGE ' " �.�, "I'MMMEST Tl�p- 2.OW Z I *2 I s ' HEMMED TYP OVAR. Al, " ,W. I � I -4� - __ own so JAMMUM I I - EDGE \ ,, � ' no &T 111,, 6-60 rALVI �, � _t�rr- � - � O/ , N A N L A ... 4" 48.8, I � , t 1 � �, , _ _____ . - I - � � I I � i __ - . - - - - � _ ------- ------ _ . I ------- .. ...... - "3k. IT - _, T� . --I _ � -- - - -----IL2W------ -- - _ -1.3w (D MEM PANE (A END STORM PANEL - 2.187* - -- _,"�_;,l,' -SS, ___.__.__. 2.187-- --I 7 I ___1 - 7 �iwl 841AIDL's ev i��,_ ,_� "I ,_ . - - � I- ; I 7ba 1 S. Too" P 1-1. I 1-2 � -, - , -,."/.'ftX,. VIA. I W1 NENMED EDGE � - I � . 1.25 i " I I I � I . I I -IOD' . - - lw� 125' - 11 I � I TO ANGLE 0 TO ANGLE renA- I f � -1 "I .. - it a i 'SS STUD MYTTED S.S, SIM - I , -, 1_�' I , _ fl�Aw ,�,, I � I 'I - MC 12 112' O.0 . I � . 61 4�1 - I i I ' 12 112 _ I - � .0.08* ,� -Iwl 1 losit" ; , "'S, - I � I 1 -0, , I .� "�� ,�,,,� � I �� I 'I, I " 13,17 093, 093, 2 . ,560, -1 � --- -�-� i iow'.E.D. I _ f!'.L '�12, 1 -1 - 2 A -, - � ,>" - 1 �013* : 03 1 � SIDE / - -- I ��' - - - I I . I zjgsl DOE, I or 9 I O' '1� , ,� - . � 4 ,,�15.25. 1 � i 111ML I ' ' 4 Etwo, I � '11%�__�� . 2-fIS -- r- ,E I -pnl- --Lr- - a. 1 'I , _j 1_-125 � - __ , f � S 11 _ HDAME9,", � ,, � T : � � i9 I a a . t_ ...-T - I . � i i I 11.-__�, � ,3, , 10- __ - I jw_� - , ! i , i I , �_, � . ,, S. u-'-, 1_11_____� ,,SW,..- _II,SAG-_ 1,1_111 � ., (MJV "Au 4 -1 I EIRIC VIEW RUA" / L",coa-Si�'-, l_",OW__,_: POUNDED CORNER 0 ENDS OF PANELIS X& END UP W/ HEMMED EOGE� /-.,N ok! ANGLE WITH STUD @ AN= WIT14 \nl -h- HEADE _tTAM (�) ANGILE (9 �1�4 (N.TS) V 111101TRAE-Im i ____ . I SMOET. i f-A 1114 & 2f,4 MZ44' ,374' ,�Ll* -a", 750" - I - 7 jr, TOP CODE - ,096, I .130 - ,310- 1 "Bo' "`S- - I- � V _ _,!�;A� - 1 . PANEL j- /.-.-M SO. Wan - ��_, - -i , - - . --t :�Tr I S IL STUD RNEM TO r- I . - � - : I - ____\1 � � . .&W I 12 1/2- O a .57 -,I,__`- - . -_ - I 1 1,407-11k!53. I , E5 I I Ik 1 1.625' I I , 1 - I � - , ::- 1 I ! I I A I I i I I __ -I,.- � IA? I. ' ' 1 671" � i r ; - - / i_343� OW . � I.,EII `7 _____ , 1053, , 8 _____ 09 I ql_ t DIV . i 1 \ T 7!�' � ' _91;e*=I-111 �__ :.Z, 7 � , . 5 I BOW PMEL OVERLAP �Ilsr 1 � I - - -,-- 4.11. i__ __ ! I , 1 � � � t - AN% O", ,_ ____i_ '- 2.006- -- - - I 0"' 0 _�M�) . ') "'o,. I (�) KEY HOLE WASHER \,�_ 1 � --- - ,-O-: _�__, @ -C R=K ANGLE� (R 3X = =K M FLAT EWER � o.o,u' (w.) , ,G,P N1410INQ WITH MUD � GhLVANIZED STEEL �, I 1J .1. ; - - � � - I 0 �� i I ",__,_,1 .- I 1di k, TQ/ ) --Y. IV HOW � I 'I,, � , �, - W � . il,,!P: " �`?, .063 l", " q t , * � 'AS, �B: ,- ,ioomse I I ..... 7510 i f � " t I I 'i-i f- ; .81. i .1 � � --I , L_"l - - i�111 * ,44167 ; ; � 137i; � __ . I ; I f, 4- = *'� * .* FLORIDA BUILDING CODE (Wgb Velocity fturrioone Zone) ,�, - ___1 . , I I MiSISM. � , , , � ' .a '0631.�, 1� _94MIAG NWAU OF 1AND, -% STATE OF ; 11Z c 02M 1XIM � rp I_ - I �w -12s- L!-,,�PWED WING NUT % ,'%. --- . '14, 4? 20 GAGE GALVANIZED STEEL STORM PANEL I 0� t...- DRON W I -- `0 (�� NEY HOLE --,, O,i,--- 0 - . I I -2.000'- -- . � - - .- I � GLOBAL PROTECTION PRODUCIS, U.C. 01/2111020 RAII ALM& N�-j :I- .1 - ' 101. " '_1 T Z�� 4W &W, 5 SWW I (3) r-XZ"Xl/A* ATERNATNIEST. OR Wic "A W/W - ... OMW71 `I_ 33314 ALUMIbWM AM MONOLITHIC WSHOR W,4 ADDIFIDNAL . 1= SHONE. DISIDNIS-ISRi, NIP tO5*W9W 20-1-1. azmv� A!.0- �. _ - 7/Irft3/-V' WARNER (SUMUCSS ox, Sr&/SA;WnW_,t.,T CA-6001019 STED. OR HK%fL ftAM SIM). IMIJER A TALT P�_ !-- - 1 - 1 - 1--! - !- . . . I � I- F29- 1 i - i - I aa_t�_ I . I I . I - a 9 t27 I I PRODUC*I'V�VAI,I:AL'nONRU-G'R�TN6, 10-0717M, 2 � I I 22,-MT REPOR Large missile Impact load tests were performed under SSTO 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.6.3, per ASTM E-33Q. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William R. Mehner, P.E.. Boriz Moratz, P.E. and Henry Hattem, P.E, and Report No. 021 9�01 -09, dated February 25, 2009, signed and seated by Edmundo Largaospada, P.E. and Henry Haltom, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. I 123.01 -I 0, dated November 23, 201 0, sIg nod and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-196 by QC,Motallurgical, Inc., dated March 13,2009, signed and,sealed by Frank Grate, P�E� as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKMA 318; dated December 1, 201D signed and sealed by Jerry Jaclofano, P.E. as per ASTM E-8. .3. STRUCTURAL ENGINEERING!PALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/1 B/10 and 08/27113 (for this revision), signed and sealed by Walter A T1111t, Jr., P.E, 3. MM61LE IMPACT RES14TA,. _N Large missile Impact under section 1.609.1.2 of the Florida Building Code, as per SSTO 12-99 Standard and TAS 201 � 1 4. WIND LQAQfi, RESISTANCE, , - 24 Gage Galva nized Steel Storm Panel has been verified to sustain Wind pressures. Maximum panel length shall b6asindicsted on sheets 3, 9, 10, 11, 12 and 17 of 18 of ProductEValuation Document (P.E.D.), drawing Ne.20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, I 1, 13thru IV) and 18 of 18, of Product Evaluation Document (RE,D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. PROIDVC!T,EvAt,UATIOxy,UoRT SOL 2o�9727,U I 5. jNMLLAT_ION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 1 8 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, 15 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. k-MATMEAL CHARACTER13MCS AND SPECIFICATIONS; Shall be S#ictly in accordance with General Notes and Components Indicated on sheet I and 2 of 18, of ProdUct Evaluation Document (P,E.D.), drawing No, 20-175. Anchor specifica ' tions shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E,D.), dravving No. 20-17fi- r[ONS-AND-CO-NDMONS Of USE. 71. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated I on sheet I of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tilit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620.2 of the Florida Building Code, 1 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA, Tillit, Jr., P.E. (Florida License No. 44167), President of Tifteco. Inc. (Florida CA-0006719), WATkLL D:t TILTKO AOMON RECORDS k?. E. REPORT.2( GALVANIZED STFFL STORM PANEL k DRWG 0 20-176 I, 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, *IW110, 2W/10, 3WI10. 4W/10, 6/5 5W/10, SW/11 & 7W/11 _r M0_____ ____ ANCHORS: FOR CONCS, M SEE SCHEDULE 04 SHEETS 8 & 2 r WX , I' ____ - 1 I' MIN, � FOR WOW SEE SECTIONS ON SHEM 10 & 11 - ---- � I I 1 AGN, , I � I - I , , , 0 1 , a 6 I A-— ---±--- - - - � � - - ", . D.M.�(D�(�).@+ � r--r I--,,---T,- -F--T --- tr,-- -, --F-r --- T - - -1 ---",--- -- I -i ___ I , I I I I I 7"I --'- -i-7-T--1-7 _11_7 __T I. I I I � I � I I . � I I I I I 1. I I � I i � , I- - i I IT, I I I ) . (�)-(D @+ @ - (�) ! I I I I I 1 1 j 1 1 , - 1, i I I T 1� i ! . . - I I I t � I 1 I , i G r' -, � � i � . r � I I � i i I I I t I I I i � �,� I 1 1 ; , , I I I . I I I ; I I � I i j I � i i i I 1 ! I ! I I I , I 1 ! i f I I I f i /I . , i ! - E I 1 L, I_ I ,a I I - I "I - , - - - - J_ - f - i , � E __ 11 - I - - , �_ � - � _� 1_ --- � I - - 9 , I - I 1 ----,- -, I T_ ___ - - I- I .1� il, I __ ---I-- 11 J `� i - __ 't t . _ - T---- T_ -I ! f z F I , i I I 1� I __71 r— _�_z I I I ! 1 1 1 . r � . � I I I ; - 1 1 - I i I � f I I I ;I - I -- +___� .... � I . : I 1-1.1 � --i - : --' I I I i � I 11�__i I , _�_11 �11, i i I - I � I 1 1 I I . -1-11, - 4 - I I 14* - I I '. ! I I 1 i , i � � - I i i t I I I ij) � I I �w 11, 11 i I 1 � -1 � I ! I I . . I I ; I I I . . 1 I I 1 i ! I ., � � - I , ____ I I 1 , ; � 5 . I 1 -, ---,, 1 i 1 ; - i -90-LTE-0 -PA-M1-S-W-/ I , 1/49:2-00- fUNBOLTED PANELS I - I I _�g 1 1 I i � MIS, TLV/ 7/9". 3A52' �, I !(SEE SECTIONS AS I I ' : i All. , I 1 1 I I i NUTS QVEALA I . i APPLICABLE) I � : f . � I I I � i ; L I I I (Sa SECTIONS AS APPLICABLE) I 1 i i I � � I I � I 1 I 1 1, ] I I � 7 _ 3 �r, L I - -_ �_ - _-1-1-1 L t - I � __ - -- _ _U 11,11 I - I rr- , - ll,, I 11 V__ _T_- - - - - ,�� , I- __ -, - - I I - I I 1 , � ---T� I 1 - - - ., 1, , -_ - " - I , " I ; I 1 to -1, I i, ) 1 1! 1 i Tf i I � I W 1 1 , ' � ' ' t � I I I I I � i I I i , , , i i I I I I i I � I i I I 1 � I , I 1 i I 1 1 I J I ; � I I i � � , i , I i f � � I I 1 1 � D,M,,@i@.(�)A I ,-I �4�` ___ --- - 1. --r- -- __ , -q � --- -_ ; 1 � - � - 41, 1. 1. ,'!I J ;� - 11 _ _, _Ll , � a - I I _44I , 1i i.t; *I 4� 01 I i I . 1-11-11, -.111 . @+(�),(�)+@ � @.1 � - * Mm. i " "" - �1/4, 2/4. 3/4. 4/4, 5/5. 7/5. - MAX "I W� �_S/`s I I I IW/10, 2W/10, SW/10� 4W/10, SW/10, sw/11 & 7W/11 . ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS a & 9 ...... i - ______ - - __ FOR WGCO SEE SECTIONS ON SHEETS I D & I I - __ _1 - - N_T�S. ZIP' 1/4* OR,. GAP (Wk OVERLAP -1 WfILE MARLEY) , —A - IL-1 I I I ,,, .1w I olat I �, ,,+iitp� _ —, ,ol , , ," - 4 ..... :, 4—\ [ /---N 14'1�'P� ... . V, - - 4--l. .. ,� .. 4-15r, Q) OW , ." � - FLORIDA BUILGING CODE JH!gh Velocity Hur cone Zone)l I : . 11. S ,LNUS, XIAM M. 20 GAGE GAJ VANI21D STEEL STORM PANEL ", ORAM". I = . .*, * _ - = 97/"/"" $EQT1QN A- * *.. 1 -4 GLOBAL PROTECTION PRODUCTS, LLC. SAM, Al , � 1,kIF-s- 1� ,0'. 11 ��__..14; �Z� .1 Z: Till=k_5s =m - 00S, S,IL 51 STRIVET � ,2-. 'O - , I !:'. 0,�,-... OR% �� M_��_.: a __.*.I1 ", De, MIC FL. =I' )W160� rM (WROO-6NA7 20-176 ""., 0� ....... WX; / -,M,).,- - � am -.1 - - ON OSMA"NO, ft� . 110,11"10,414 A%� ,llrx.I�nq It VA CA-40017� SANTA 3 Ora 4010"CIP " k= TILUT 1. 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S, VAUD FDR WM& UM SYM AND E=Z K" 2M PM SIM INTO EXISTING POURED CONCRETE OR CONCRETE 8LQQK 9RUCTURES INTO EMSTINQ POURED CONCRETE 99 C HICRETE OLQU ST IlICTURES CONCRICIE ANCHORS � , mzrpmo or W-DRAP 0014ORM ANCHORS ,1 �, LL, &-�� -1, I I ;oE Sofew SHEET a k 9) " L rJJW L I . ----,, AAICHORS'. FOR CONCRETE SEE SCHEDULE ON 94EU 2 - - . , �� . I - . _____ � ON i'111-Irnw-11= 2) ,"�. -1 .- I V SEE Smooku ON I is CO.-" A-CRORS sws a Twov;m %) - , , I r , MIN. � I -A' � __JVUAED CONCRETE ____PQUREO CONCRETE -_ -N-VaZO "W4CRELOECil I FOR WWI) SEE -SECTIONS ON SREE, 12 1 1 �,�, - - - .k (414 OkCRETE BLOCK L I . ,,_ � U) -i.-, - � �-, - - r --t OR C . OR CONCRETE BLOCK � 767' 3, M-1 - - _ zt� I I � NEOUTRED REQUIRED REQUIRED 1- .- (%M OVERLAP -1 W41M - - - COUS"RE DUSTING, POURED I, - - I i - � 11 I (�AQ � '4 #;*) � colciffn ANCHORS; . oft Wig I* W.. 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I , --- � I ; �, S . I � I � - K'�; MFLI 1`1 __ 119144-11. 1 � A —1-1. � , , - . . : I < L . ; . � I I . i i �� JoIaNsIucw �- ff LL 3 I I I I - : . 11 I . - I � ,>� I IN et ! 15 c 61 -4 - r. - VAITT SIUS 0 . ___�_�/ i- , . DiSrht POURED L � F � I i : - __ OURPIL �� - I! 1�� 012 oi-, --T-,-* .-- i I S ; 9 i I !!b tv!! t!!!=!T!�.��Mfj . , I,.,- i L! - - "' " I EXISTING POURED -0, .� 11� - I QL,; I. I/r .1 �, I- (W", 2 --- -_ 1J;7%11 i I ! -A—". I : 4 � 77t� 1 1". ... � 1 1 . CONCRETE C44 - � I ;, EKIST43 P ' 0 1 1 1 I � 17 1 1 � 50% : -S - -1--i , . CONcIaLm oN - r ! I � - I �, 7- - 7 4 Ile , _ CONCRETE fliLOCK 7 -,- I � — _-____� CONOwr a;, ,�, 7 1 ;1 ; I I I I � - I �_, - DART SIDI:, 0 . [?I- : 'TE _ - . L 7 777 7 I L - "L� � I III -11 RVV _ � , CONCRE _� . I IN,� I REQUIRED I : __ , , '6", �,� 1 7 �I=,,, 1 I ! - .1. , __E- � CONCRETE BLOCK I RECLAREEL ED. -,,,� I I 5OX 2_1211� _ 0.11111 +. i4r I- ., 0 i -/ 7 I ! I .,_ ,_ " 1/2- DaSTING POU11ED i "I MF== - I I (, .1 , W-1 T . ="� ; I I 4� 11- @-6 W , 7- -�� ,'�,_,," " - - a, ___ I � . .,_1 - I , � I � M" - � Of, IL, . �f, " �' , - � "C ON SIM 9 I I-E�Z;;�, I 7, 7 7 _�_"'Z�'Jr _"� � _"".: --- -_ t, CONCRETE ; __/ I I I "',1. i 'I, MAX � � 1 1 .- 77 -- ___-,, ANCHORS, FOR CONCRETE SEE SGMDD`L - -- - -- - --- _� CD =3 , I J - ., 7 77,�,41 7 ". 1 � : L __4 0ONEeDE SLOCK I ED ": I Qu C MAN) _� - � �,,- - �- a 74 , 7 /_-�� POUREII - ,v� � � / - " N_� I e'. I L 1.1_1�1 - 11 CAM Q ,I 1�1, - , ,_ , I FOR WOW SEE SECTIONS ON SHEET 12 - i , =- - - --- _ coWcRE. t �� Z �11 U61. i , I %=P"Ek I �,,,; SCALE 3/15-1' LL / i . I i � 1 No ,;, � I . , i, * , , � � , WOUIRM : 5 1 i 4 111 I I I I - - ct I___ ; L I I I � a A. ,-- ,=.W,w is I L I AM 11, I CARRIED- Ll 1 Z, � � i I ! I - I r1V - -0 - O'u. , A I EMSTRAS __ - - � I __ 11 I OR _____ I— __ - - .,. I �� I , I --- i- A _- I 3/4-- '�_ -- - - �1� , A � � SC&r " " ; � 7/aww=-, 1 1 1 C , - z - L , � . ,�, i ,-,, REDURRED ' 1 'y 4 1 COICOETE BLOCK ,; - , I I � i ca ' "' N 4 ,V71.-Ar- � RE EL , I , E , & E=gION .. CSID: SCHEDULE ON- , _L_ _ _ A �'_l L ., ", � � - SHEETS a THROUGH 9) SHEETS a 1"ROV0,414) I , I wwu 016�w SW 0 12, 04 , (DC TmASLGH 9) D, - 1, WL C"M sHoDs a TWA� IO . . ci) K - 1 4-- , . I � ", I I I i I 0141,11 =,--- 41 �," W ft7,- L F . , eveft-M moon � 4 11 __ ___ =,*= . � 5TAPOERED (Ill - I r ,�,,� 4LX. ,,Ii,w, -0 I , M W SHEETS a I , =-. m--.-- i� , , ... ,= � L � � � SCALE �/324P 0 L' GO, . 1 "4* W� I .-%,-=- -1mr. :r, � 4 le_'�', I—- ... I- -A � LE-i ! � 1 1/4' WX. CAP L_ L I I, I . I - - - - - A . i I So ; (RE . , : i .1 � L�_,`_17_ - - _,(, � � 'T 2.67, =11"001=211M ::: ME ! P"a on OF TA--GW ==-. ,.,, - �"�',', 4""L'L'�_11�`1_6 ��:,��._ 11 J I I ! - :� 9=S ON a I"*"*I 9) � � � 1 lo-2OX3/41 SS, NoLT : � � � .... ,.-.'I^ a * 9� SINM : � Ir I'll/4, ; � ":,�� -I I ! � - - I I-1 t T 0 WALI MAWO19 4W ILIO QUI mouwnmo I I��_ - . - ,,�� (I ICU n :�7_ � -_ - - - UNJING ALMIJAIE BUILT) MOUNTING _`��1111'1111 I I � 11 " IS 4 - 7 W; , �, , � !L"t �1. _ ." _ tn � � Or ism SDULILE - 11 � - I I ,��, � , I , I I I otme � iol , �_V/l SCALC� 3/1I . . 3' wn,o ---oft ,_, I � , , I- I - CC. I - , , -, I --i i I & 12 1/2 I CONC ANCHORS , &ID-_ 3�m_r =MN".1 q9W %A._,,7__ .... " I . I : . 1 � Aux 4 I 1 1 (SEE SCHEDULE 04 /*� 11 "W W � R 5, i - QON"M"G`GN"SWAU`Ec � CONCRETE Moon � Skma) (D — ------ -- _ --: --- --- _11-1 -D' - I � , = W/ STUD = wMEDOU: AM 1 (SEC SCHEDULE 04 I � 3 0 U) I ", _ a OF EOSTING IS NEW I' WIDE . IMANES A, 1/0� E � , (1) SHEET Si A -A (I=.) 0 1 is EA - EDME DETTANCE � TPENNIM � I (RE UE me , CAS � � S,w 0) _3� SECTION Satm . THACXL ALUM, TUBE OR I' . S�PE N1 it64 - ! ED -1 -- . � 1, DMIWO STUCCO/ VT WOOD MAX BRACER ; I I SHEETS " --- ., _ �____WRE"4`SL0K0T` OR REOUAW OW OR SCALE 3132"-I I OR SORMOMA. I -,01 I i SHEETS a & 0) I :", "'-woca SAND � � I ! _ I !-E] OR M R, CLAUL 9 - � =e= REQUIRED i I '_ - * NEW �' WIDE . VARIES . I/11- � (D ArOIXIMCD " , , �, I ; �_ I N SMIONS: 0 DIREQI ANQ UNTING DIRECT 401,111111MG I � M � I I I _4 ALUJIL TUBE OR 1* . VARIES 11 I - �L I--!- -,7 R7, WOOD PLATE SPAM L, I 10 WA MOW _ M .6 _ kL I I AM SM E2P MMMM DE-SEam; I I TOP & BOTTOM MOU"NGS CAN BE _ 0 11P " I r I I IWALIll,ABON � . -- I . BER'NO TRACK I'- . I C " - I -AW Into 0 1 TOP & BOTTOM MOUNTINGS CAN BE � - " CONCRETE Awn.vn _-� I 11mm" i � : ,2 'Ir .. ;. "'111004111#11 I OMBINED IN ANY WAY TO SUR ANY W%,p 3=ON 1 0 ISM SCHEDULE ON I, WALLARON. 1 � SCALE ! I 19 IN' TER A it"I's, COMBINED tN ANY WAY TO SUIT ANY .4 .,- I mr i 'I -- I --- aLLY I . ... . ...., - -1 INSTALLATION___ _ ____. I - I I SHEETS a - I _1RXK CoM, - ,%t0WXAq1,, LLJ ... ..'*L I L_�__O+ i �� ""AL0 11 - 1114/"-N� 7 I - _�,,�, ,-, ,<\,��t I I I .. " __ 6 1-wi - _L, . . .. � = :2 1_____� � ,�_ 0C EA14 '-. 443% I � .., ., * .. EXISTING Pou � 1<\ ��' 1�r ", Deity HU c I- , 1005FIM ___ -1 - rl"". 4- ,W, . !�el_, - - BIT Velocity Nil caTNT Zen*) W , I! � , - , " A1,11"", I I �, . t` � - � � �_l 1�_ � 2 1 �_ - M-n- - I , ,� _ I � , 14__-� . - J 1 =4- im I I , �_ , , I �' , , , , 11�11 , ', .$ 6. - � - , " I 11 I 1� I , 11 I I -I. � � 11 I I II -1 I I � � � - - � - 111!'� , - � J1.11 I . �F � ii, FLORIDA BUILDING CODE (High Vol - . lr� E FLORIDA BUILDING CODE L*k Velo.!2 flu cons Zone)l EN .. FLORIDA BUILDING CODE LH < AW , � . vNi Zanefl - MNMM AM040.11, - � I I . 'S rP . fk A,TIna MIMI ,NKL ,3pt,% 1. - � O4E 1090TAX I 112..rl CONCRETE ft.m `4AN 47 1. .21120 T.Tem INt CONCRETE ,- I I - 10 OF REWINDS. �__ - _. , "I 1 .020 NJECO, 14� W W-0, e *** i� _r_O__._ , - A *.; 7 - f-P, om PM a A, .) .. - 20 "BE GALVANIZED SIM STORM PA*EL 20 GAGE GALVANIZED STEEL STORM PANEL F.P � AMNVCNOQS :, � S � � . 20 GAGE GALVANIZED STEEL STORM PANEL FICOUIRED, TAMXS HOONT DRAW 07 OF SLMQW�� . - ORW ft. I PENCT" , t_ 1. * � * :� W, - = __ I � = 1. 1 :Z �� I ATE . , , X6 sl�m?��X i W I * ,-��-_-J,Itt ___ -RITE—collIN, \ GLOBAL PROTECT 0/211,110TO EZ. -( EDGE DISTANCE = * * - __71- 47/24/16" - -, GLOBAL PROTECTION PRODUCTS, U.C, '""Ve"' � / ION PRODUCTS, LLC. ,,, SEE SCHEDULE ON � TOP & SOMM MOUNTINGS CAN BE Z . I DAL PROTECTION PRODUCTS, U.C. SOL I- — DUO - �:25� 11 0 SIWL III STREET qi _ C13UNG AXO . - - WA IREQ Al me QR m_ - ;0;45�� - - 48W 513gr SHEET 9) COMOINtO IN AW WAY 70 SUIT MY -1. 3�, - . 11 - _IA I ... TE&LATION imw� M 1331. 20-176 = 2 - 20-176 1 AQDM-tQ- 102 - _ __ Flom ("4)W-7$-I, Fla i#!WI)M_W"7 1 1 ln.i � M", I i , I 1 �NOONI INK INAMWO N., -,,- C,?,.,r;T_.T,� ft � TTUir tftmo & , iR WE FL =14 F'MIC (93,06"-,IMa, W- CWMRSM-om 20-176 *_._1 % - ` -,o � ; 4 �--_F m. .I : � 3 %-,--r- am 7v - I < 9X , Z,,FQ't,,0. .. RIKWC fS-NA--,,Mk F"t (01)�� NX., 9!EW.r-_1*_, W .. J 11110HEIING ORt � _� / 11 ME C 0 I �-. L "R0 S.W, S, sum ,,, IEC 0 INC. \ GL Z MQUH111119 V� * I " I - 5 �,�, 1 — !M--- _!!�,_ 0 , HL WY.1 O.M11. I Me ORAWW %,. ` . j01kAiWMILNE,AMTE _J I i - I' WW,L W" 141.440 I -, - �-_ "Ba. N," I 11 t1_0 "'t4y"" 2 9 Z -14, I L Aftl I fog I WAAWAKTUREAWYL WAITIM A. Run .11 PX_ , A , I � . moi,l�.# !k-:�7 111 "Im IM, WE � E� I!! ''I !�I��il I i. �all"X a - I I I - , I SHEET NO. SH 1.0. 4 WALL ANDELOQR MOUNTING INSTALLATION FOR T�.*v IN. ___,. ____— SPOT PANELS RWaE F AgmTS t3rE 13NWC N _ FGTa �\ b'A a'xa.. tA/a'7e•_Y T•» :amai t a'4a'-I" P,a1fCP,E,r1 ~ {. )tMPX. t T -ffi . �,yPWi! epFIP117 r` .a)1• ) ... -._ ram, {' {��} t,aNER wvm A I` t• ) w! r _ a) S)tW TM4an a ,• I f LT.w. RADLAi/1t a Y EOOE OF WALL .".: t or W, f yi4* i kE lLOC% ..� J _.�M71 A, PiN.IP PM fiNM 1 _.F. - . r - __. .., ._... {,�� i ♦ I n�e�'�rT*Ail ; ( t , EYANTa w{a -4` F,¢r. "NO. A / _ t k b6f6X P MtNo g , jb^�--� j I +e4arty •.N6".tb[LNe'aM Was sit" • OA' 4 1dP ( APWI PN6 WT+P" Wry RWQ I T 1 W/ 1&+<. t . .o OwfA•PiePBeIWc IuoFa _. L.III la. -.�_ s - ) p �._I .:QTA 2 b5 Ue,A1Y - LLb}-T4 AMgY • e' aG I wdit LF PM TAB SNIFF, -.. .. .. .' _ P. pd a T. l i I Moa: 11) 6/16� UPON 1 .T.W.TOENMlM 4-11�9� j I IGI WlE9 {1 PRI` or1°EaWtKs�sa` 1 1 _ ; ss, sxs e ar:. T 11 nawac°A � '-t• _ : I t tt ! I s � t I Y T I 1 1W11A W '-a• Pd4#L. 1} r , <'� 11RU own { I :. k aT3s+{Nb mlLsslat. AVOW XI A 2 " ¢ $$ '( .t��I, "j i '�,• A 1 # -n•_ ._ _ 1..: AY,m. ANGLE y,: '•:-: '1 - a ♦ 'q Y leoaa-ta N1AY) ,/7gi l _ �/a i „a2 1 ,..] tI1P iLP t rt,AO _ I � ,`, "- MNtNOI IPNY • (,� M,AIRH �- �- SECTION Y-Y SPLIT STORM PANEL ELEVATION i ,' t ^Lj$TIOM &W� i t SCAiE s/A'-T" CORE SCALE 114'.1' .N' 5GA1:8. t18 T" I t 1 MSLM MULLION SCHEDULE r >� a oR N,rYTl r rI1 _-.rs� OF sa1.P Pat., -T2A NA A1W1E AN0r19Rs� - L SCrtE6[Ar ` / ATrine ,. a k . a�Fa�f'I.• D�::.��? 1. SGEE 3/e.t' Ho, MULUON SPAN {Ft) a REQUIRED MN,. TUBE MU=N - ,AA NQ. 44167 .3 4,-6' TO 5`-Ir 2' a Ile Y- Ir-10' TO W-tr 2'. V. ,/a• < � m ;ylTDa@aEd'pgs ��1�=qgz1 po,yp5iH"A PREs,craE RAnwc •, �WL Tp STORM PANEL'S LEirDT11.. IaR�N1e0 1iDTE: M1ftJ3oN CAN AL50 IE NSIAIED W/0 SIORM PANELS ON TOP OR a<RTDM 50 THAT T IS LOCATED Ai TOP OR BOTTOM OF ImENNO. .(ONE PANEL OPENING Wl NS TOP a 0717014) INM EXISTING WOOD STRUC,Z1JFtE5 f 19Ys,T Dos +r1[ - =T - - Mw 1,rrAp19 ApL,awpF i - t4 maws Aaro ,aTnF - ' , ` ALiAe , - 1� a1w Ta,a " ib.T Yeaw(irum FosePKr _ a1F•Ia. c wAq '. it 4 . n rot ♦ W N1f wf # t M,. ap[A�a ,+OH.1Mnw, 9a tll6tap r YTf1af: ri. t MC fiRrl • Y as IY. M• M1KF0 PNwWRflPF rAnrRm wFrb MN,a,:. - T iiFOrMTAIntotNFLMaO'R: ' Rf a - AM- 'GAFtKYn -' NLwY 1 • v 1. J 02 _ YAW IlT . adt �:WN r +Lp41 1 Amlo ram: , E rf NA T ,aW+FkoWA i a 1 4, I 1 � - ate' 1WP r : I�e e 11: 1 Yule =L WJT W ifQl RlO I � U' 1 Mgt Y I, i t ty ron. va ,wla F <' <• TAs 3 NM yy F RNOf Y • a- •NiTPL pT/kwr. aA vitro F� l= E •,iM s -x.. k:l � j ( �oM :oa`r a I 4;.� j - � � vita +ow'-' JJ samAc. }. EW CALIF iZ i I m M$ { WALL uOLNTENG f ! Y a 1 I • .�dA.�.- tit t TERNAT.IYE 3W i?!1� 4 t I rr«AWx, yy r I 3 r rF YT'PA.. N. ' N Y' SCALE 1 / {RHR' x' k * BaPW� c PfPY ]°aWRXW CW ! SIR ArII Tuw r Y.aa i-A ♦� y�•AD �q�« NSY - N «. AL RNATIVE i W �A1�WIAf' *'s. _, saaw Iw.aT{ paaflMnpn tv4: ....y.,,_-_. / - FBraNGyIEN NT9 : �4 SCAN£: Ile - 1` I 4# AT MRI®M B PWP. CEILING k FLOOR MOUNTING WALL FLOOR MOUNTING WALL MOUNTING - ALTERNATIVE ,4W INSTALLATIONS - ALTERUM SW (SECTION SCALE: 1 4" . 1" (SECTIONt AT TOP 5 LIMITED TO 4RATIN SING VAX.. / AMIAI �'� ALTEEM j�IP A,S.O, RATING) SCALE: 1/4". 1` SCALE 1/PRESSURE nn Am - I (". Y1 a90P OWY �-.-,ate I A11fWN AuPAEr FaWil•ta1A NW aYRtAM N4 NOTES +r. MDR OUNTtNII IINUALI TIDN SFL'_ 1% 4AW SCALE: 114• - 3• t. INSTALLATIONS ARE :ONLY VALID FOR. BUILDINGS .WITH A.S.D. :DESIGN UP TO +55.5. AND PANEL'S UP TO 8'-8•. LOADS �: . ,,." .,., ,i•. ate.@^,, •,"✓'2� D MM RAMS P.a.t. 2. FOR NfiV WOOD FRAME CONSiTtUCTiON' WOOD MEMBERS TO BE SOUTHERN �1y'y'L: vGEN •,'� „ FLORiDA BUILDING CODE Hi h Velocit _HOrrlcam Zona PINE No. 2, W/ SPECIFIC DENSITY OF OS5 OR EQUAL. - N4, 4167 's Paola TluEca. as" 20 GAGE GALVANIZED SiEEt STORY PANEL FP' NO FQR MBINATT �e TT N5. _.. GLOBAL PROTECTION PRODUCTS I N LI.GA w,E 'G I c CAN TOP � BOTTOM MOUNTINC> BE C iN ANY WAY TO SUIT ANY awa S.R• `+t ITRRSt 4 .• O CI " OAW,I. €L. SI3Fa � i.. 7" `.-� lun a aaM.ANY. ., Ar H < " 24-176 ° aw.3WL aL. ar rAA _ aA aiYN - 7 ". rA& -x �� wwkowcvA 1NtPli. aaA @71 •AAh s<Vl • .,,� STALLA0 IN5TALLATWT7. .Y, A-- 11 N ✓W«Ya GIP.. id A,PMWa Ad': mots~S' 9At/94TYFTIRR'/aRiE WA1ER 4 .. P.L , Ww,w,u l - - ' - SMITH; Go -1 III PANE LE w_=HE= AYL Mi h9Av SAG 4•,a', e(€f 6nl WlY4.f AYRNP AW ora KY+,Mralc , .. VAVAN N AID. Alo,. P ILIrGT,I 9ETAR,01D11 LSM1VEL N SCIILlF A'K, :THEM owN 359 -72A k, T'-5` DR tIIS i 4` 2 I MNBDLTED T THRU S k T M&SA -72.0 r7' a TO 4r--8• Moc, 2 A/C UNaOLTED t TURD 9 B It ISd.O, -720 700'-6' "-'-2• Yaa.' +13-& -4&0 12'-4" OR um t a 'Ir • A. 4 k 10 • WILD wl ,JtY-211r1' SS. Ms k tI000 At VARIAP It M SA,'RI OF PANEL (VA,1a ONLY FOR PANEiS611a Q INSTILLATIONS AS PER SECTIONS i THRU 7. ON 1214EFn A it At MAXINIRI ASQ #SWN PR 10,E TL•T4iG {pa)} &vow 000m SPNem FOR ED, - a 1/i '• 10 a NEY N rA" iN2tF MAXIMUM PANEL MUNN ('+ TAPWM - ry pI,TAP-GRIPAPPUCABLIF OALK-N "�- PN ELAI:FFE FRAME' 10 FNNELMATE PURL 10 " COMCRET4 eLOI:N Ta #eptArlE To CONCRETE - IAOGY #a L1F: MJCK 10 tANd+ETE 10 CONCPETF O�G�GCR NIA R/A V N/A I• NIA f' NIA , (1DP) 8` b• 'R/A MIA @` a, n" r r r t (BOTTOM) &• N/A N%A N/A r N/A d' N;A C NJA 2_..CLON Ar• NIA N/A N/A S' NIA 51 NSA Ir ; N/A 2 ( } *;%:S, _RyD @• NIA N/A N/A 6" N/ A @' NJA Y TA/A a k 4 11aPk i •7',Russ OR tL55 - - aY I V, #Iw N/A a• d' M @' I L` 3 t80TLTA,q C N/A WA N/A r N/A r NIA 6' N/A T ..). &` 0' MIA NIA S. Ir b' @` r G. 4 t NlA N/A _ 12 1f2" 6 eJ<' : ,T F,/3• M Y/a' b r/<` 8: \14• filt9" a ,f4' s (T6P✓9DROMi Sm wwm Li a 11 FOR ANCHDRI r1m a SPADNB FOR WAALATl7NS INTO wow 1A ME IUBAEKI. .NIMUM ANCHOR SPAONas AND MINNUM TM 0STANCE ARE 010040 ON THS SO"AE. FDA ED. LESS I'm NdCATED ON SaHED"Feet" ANOIIRT SPIDaW aT ".0fx.7ND o'Aaw S#bWN OR VOKOW£ a THS � FACTORS, FOR 31AS' OPAR4TAa1N 10 or POBWXI Tdwm SPACM ONTAINILD UsWHA FACTOR' tWAI. NOT aE U:7S THAN; MINIMUM VAC44 040"I A rM CMN 00" "t AT LWE14. 4J4a iVEFA' r 1/4. PF MP-M4P Ile* 11/4'r � TJ#•W tJ11F-p d/a'a IaPD+>a, Ma ANCHOR tPP 00 ] J ]... 3 : 1/a 3 rA11YNTAXLI, 'LAatlNN DN ] 1 a 1 } Y/a KaLE&,Ua nlarat - 2.YIY S& aN a , - t: - Is:IR Y.W Ira" , D, z S/D` LFR)D Tk4LS& &MINING WI R 2aM2` AS, M.R # B 4/4".aD. POR �+�' ��''(.`��jg�'� �t/"� pt � { *��. "PANEL. LENGTHS LP TO S'-8' " 0 /•• O.C. P"N"' FOR L,71a,NS UP TD &'-V MIA, ON Na-1I PANEURA7E Fv"J: ID OR PANEU14 PU)3' e IN .-. l t!t.—�T4(R1r..ti! STRi UTV E.3 12 F DIE MIN , 1J2 ' THRFADEO RI - Y "h lE - _L Pt31€SRAIpM ND Aff�H+ sGR AdA ,FNGiNs uP Y-0' Mo, W R v1Y1IIC Y NEAIWR. 'b t 1 I {{ L. 1 ra i al i� Tn % � .•'� TIUT 11�A i I, , i i d 1 ' •f 1 # EQ I: 1 \ 1 EO EC -- ' ) r 1 arbt. 3 t ED 1 EB I ( _ ) i N 'wow Yrmmm I riaMRED € pg ? 1` ( TER VE 1W TEAM_ l�LtE TtYi3dL �-�--/a- v_ .35.E SCALE r 1 .SALE z t y { SI t ( # +. SEE SR I., SEPA I,HET e FOR TIQH 0. SHCET a O SEPPAARATION 1 a to s SASS. £01 ELT i i FA I.I ( I l EON.... _ _, 1. y 1 l _ _ __ ,.__-`___. - OR I , EPI f EO , T" ED }l `j. j1 -i t•, 1. L ., {{ !.&... S/@" 1.OND GRASS R11&NNG T144-2OM2" S.S. MS OW.d i t ., M L... e A'#1- {A" WaoO P,ASE Y. RE(ielal4a ` . AND PDA PANEL LENGTHS TO S'-O" AND n ' y I es 1ba. fi to O:C NOR IEwwor OR OR a 412 1/2- 0 1C O I t j OR {N -lO PLUS jf PAHt MALE Plus a ,2 aJs' o. C. vim , - _Ty1A Y or w t A jERNATIYE- W d: TUIIIAME 4W tj2' Ian THRUM PUREEMTIDN AT E#511�iN OF EXBLIM) WOOD PLATE FOR 2',<• fNA1E I! . A�YIMR! 9F-PNA,E SCALE 3/0-, SCALE 3/8-1- ` I` ALL LENVIHS UP TO W-b• U.CON k RL N I c l MME DIRECT MOUNTING (NSTAUATION - NOTE t SHUTTER T NOT 94OWN FOR CUkRTY AL R {AL SCALE 3/E-.1' Sex: 3/a.Y )�S T#s4ttsttYlitNpFEgNI yAAr�({r t. INSTALLATIONS ARE OWY VAUD FOR BUILDINGS. WITH A.S,D- OES4N LOADS •C/•• . TO +55.5, -720 PSF AND PANELS LENGTH UP TO B'-B« ,b ' � FLORIDABUILDING CODE (Nigh YetaaLt_ HuTco a Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN IP2020 tkieti. Mc , v> PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 20 GAGE GALVANIZEQ STEEL STORM PANEL �- fix, F n £R tU,(?BAL PROTECTION PRODUCTS, A a NOTE FOt? )OMBLNL TION OF Y{ON_. .. S� v_ _.___: .q -a.... � H,« •• %. fi' IA�FM � i] iG 14e NIP � N Ne a NFraMNa caw TSr U.C. W. bl Gam; n. 133,4 OArE - TOP ,TI: BOTTOM MOUNTINGS ;CAN BE COMBINED IN ANY WAY TO SUIT ANY �L A1I A t. m-nm, . (WAya'"nNR�0m_'pm Prror2. Ib+NMa-704I ; FvaANea-axnr ( FAX, '* i°'o's' 20-1I6 yM,eNc. tY« INSTALLATION. WTERCAA•Wa&7iS rTRUE Jr., PIE (VAUD ONLY FOR AS PER SECTIONS i THRU 10. ON SHEETS 4, 5 A a) MA,LwAI WXI UM N)(AOPS $PIING I% L0. - 3 I1V a. ASO, DESIGN TAPCON Cf TAP -CRP CAR -IN PAMELMATE FUWALE ID PANB.MATE PLUS SOUR SET APPLICABLE TO SECT04S ## A �� PANEL PRESSURE MTIMG TO CONG`ETE 191Apf BLOCK TO CONCRET TO CONCRETE BLOC&' i0 DONCREiE TO CONCRETE M:IX]C TO CDYCkFFE Tp CONORITr _ RLGCk TO CONCRETE CONCRETE ahplW TO CONCRETE fO C)NtRELE FADDR .ANY or THEM LENCM Y`'a a° N/A N/A N/A 6' N/A a' N/A 8' N/A N/A N/A T (TOP) 6" 4» N/A N/A 5" 8" 6' 8` 6• 8• N/A N/A i (BOTTOM) 6' N/A N/A N/A 6"'--f N/A 6" J N/A 6' N/A N/A A N/A 2 (TOP) N/A N/A N/A :�86 ( N/A 5" ( N/A 5' _ .a. N/A N/A N/ 2 () 55.5, -72O 6' N/A N/A N/A. 6.j N/A 61 N/A _ N/A w - - N/A NJA 3 a 4 (TOP) 37'-5' TO W-e OR LESS S' 4• N/A N/A 8` S' 6" t b- 6' &' N/A N/A 3 (BOTTOM) 8' N/A NIA N/A 6" N/A 8' NIA 6' N/A N/A N/A 3 (TOP) N/A N/A S. 6` 6' 6` 6• 6' N/A N/A 4 & 7 (BOTTOM). N A / A N// F2T2« / 1 e 4 I 1 T 2 2 / a 1 4` / 6 i 4- i 6 T 4' / 6 1 4' / 6 T 4" JN N/A A /SOTTO ) 5 TOP: M L +50.0, -6,13 N/A N/A 12 1/2` 6 1/4' 12 �/2' I 6 1/4" 6 1/4' 6 1/4- 6 1/4` 6 Ile N/A N/A 6 (TOP/BOTTOM) 8•-8 TO II'-T 95.0. -72.0 N/A N/A 6 1/4' j N/A 6 1/4` N/A 6 Ile 1/4• 6 1/4• 8 1/4" N/A I N/A 8 (TOP/MTTOM) 8'-e' TO 11'-2' N/A N/A. N/A N/A N/A I N/A N/A N/A 6 1/4 a 1/4- 6 1/4` i 6 1/4' a, S. 10 (TOP) 43.6, -45;0 6" 4` N/A N/A N/A N/A N/A N/A 8' 6" 6-C/4` 8 1./4« 8 (BOTTOM). OR OR LESS 8 4" N/A N/A N/A N/A N/A N/A S" 6" 6 1/4' ._.m..._�_.. 6 1/4- .,.,�...._, 9 (BOTTOM) 12'-4" LEW N/A N(A N/A. N/A N/A N/A N/A N/A 6 1/4' 1 6 1/4• 6 1/4• 8 1/4' 10 {80TT(!M) SEE STEMS I% T1 AND 12 FOR ANCHORS TYPE t SPACING FOR NSTALLATICRA INTO NDOO FRAME &LANDING. MINIMUM ANCVMR SPACPAIS AND "AAAA 6DCE DISTANCE ARE INDICTED ON IRIS SCHEDULE. FOR CO. LESS THAN NWAtO ON SCIEDUiE REDUM ANDNOR SPACRjG 8Y MARTN'LYNG SPACING SHOWN ON SCHEDULE BY THE FG JNfHc FACTORS FOR TWO OPERATKN XO BE pDSSi@Ei: R80UCFD Sworn OSTANED 4N0 1AC,TOR SPAUJ, HOT SE LEW THAN MINIMUM SWVAL MICKTILD TOR I," ANCHOR TYPE AT ANCHORS LEGEND ANCHOR TOE il4'a 1APEtl1 1/4r Fi tYP-CRP Oat if4NT ` 1/4r P'!fklW1L _t<4`•_ COLA(-N _,/4_W SOU6 +4.F No . ANPgR 3Pk1W6 (fn.) 3 3 3 3 rA2 1 IRA. anal 1: aetA (P"} 3 3 3 I/2 a.1/a a 3 1/2 FARi1146t1 ', F'A0i0R T 'Aa Im f " INTQ EXISTING WQOD STRUCTURES 47 I, ,.: a M1 P i4-i P P: /14-1 P TE PLUS { 1 D ANELMA'E PLUS O ANEtiuTE U.5 a AltkiMA I: -�11 t W T 7 l Y O.G W 1 7 &` 8 d 4 OC. / / / ,�IaiEs WOOD T}IIEADEi7 NETPA T4 - RD PETETRAI'ION T4 PE 73ER TLOtfADED PENE(RA N TO I _ 1 t EXISTING W'4O@. MEAGER EXISnFi WOOD )IfA4ER P'iEOU RE� i gDSTMK) 1AOW ENai)t I Y , si (i i I! f r „ 1 T T 1Y s 4a3 laY I I g} I _ __Dwt ,AD a �F Avr e _..� YAP o • - L evEbat,mo a DAIRY srva d w s 1 EWN1 sruD 1 - •: a 61 <•oA aT<"O,c P,. a rL I / J 2 , WDDD :NEApER )'' YtOOD HEADER r l Mlh EE ] REQUIRED aaFl. 3 - , S R U ED NELS" V sue, . " t StlET3U1E ONSEE SCHEDULE ON SCA[WLLE anI i SLE 1 3MEET n SHEET SWEt @ f e0@ p D FOR to SEPARAFNMY Tfi 5. TO N, e t ..._ ,_ _ -..., w • ... Mm,. PANEL LENGTH ... . �'=:,"`^, .__ IPA'. PANEL LEIMTM - _. - v ° -. g Moa. PANES,: IENGiTt , 4$ I 1 L , NOTE 1 1 k' (SEE NOTE 1 (SEE SEE 4-l9Jt1 na ..ND 1 •'4-?dxT' NGXi SS () ( ) / & SEE T y / S, ( ) PI: l �fA'o s A c.�.RroP I I f I i SO& OF I I I OF "L° OF �. meaXL. IA% L� I - I _0 i t - ! i SAW-zm,• 1 - «NISI' .. f -. I , rt ._i� _ - BWII NUt wA@,eEA W . 3/A' , , F : 4r,L N]T e 1 a, O.C. 2 E _ 1 r 4 0.G ..:� ._ 1. ra•4 LAG SCNEWS i!e 6" D.C. W/I 1/2' 2"z4' WOO b PLATE h._ (+ - 2'zi' w000 PUTS . } :... 2"x<' RO♦m PUT NN THREADED REQUIRED 1 -10 PANELMATE PLUS REQUIRED - I REOURtEO PENETNALINf AT i' 8 1/4' O.C. W/ , 7/8• Y{= MOYIDTH OF PLATE THRFADEO PENETRATION a ;? LW WIDTH OF PLATE ;( -:. ".- .'-....G'^ ocsTA,EpED LAO SCREWS w/ { I, 1 s x 'S,,•-�« "`. ':. ,,., _:......' AT MIpWIDIN-OF PLATE - srxE 3/e.t" - SCALE 3/9-t` SCALE 3/6. t` Haim I. INSTALLATIONS FOR ALTERNATIVES OW, 9W & LOW ONLY VALID FOR O,tO1n111114" S ILOINOS WITH A.S.D. DESIGN TOADS UP TO +418, -48,0 P.SJ. AND PANEL'S LENGTM UP TO 12'-a« NA �"�'iICjJTJ,��. FOR NEW WOO@. FRAME CONSTRUCTION:. WOOD TO BE SOUTHERN ' '•.;{ 2. MEMBERS ^: �ti".• CEN3r y PINE NO. 2, W/ SPECIFIC DENSITY OF ASS OR EQUAL ?•�;` � � '• Ilk FLORIDA BUILDING CODE. (High Velocity Hu loans zone r NQT C,ZMaINATiON of SFCrwNs: NQ. 416 _ama T-0. 41{- 20 GAGE GALVANIZED STEEL STORY PANELDRAWN , ,F�$ TOP & BOTTOM MOUNRNGS CAN BE COMBINED IN ANY WAY TO SUIT ANYGLOBAL PROTECTION PRODUCTS, LLC. :'Y •5LT 1 EC0 INSTALLATION, 1 STREET F a. KEEN o 0A ... FL 331 s „ c�... $A W.R 3N. a, as Yalme. N 1Moe.,. P1IWK. {Rsa_ nF3, sAr. fala)sMt-&7y7 20-176 h Si NAi•�-w`YAiA !«A.,.:aaMaz,-,m4...«,uman,_.,41, uAAWmLd,az AAFAIYli �. ,u�t. e� a 11111Mt•PE 1Fjb/yOiNTURE/plE Y ' wATtR A.T4di. raT la PT 2e O N C_ U) U v a. O O c .� Cu U -0 U) AO�� `v cV U) O O O CU LL O > CnO -0 .a— //.��C/o.� vi w J t:. F31 W 1-t O- CO•'2 lt m 7C ry N O ✓ i d 17a C2. N O d u • 3 co ea CJ m W s • .. u c 1- a. tE7 J C�. DIM SCHEDULE c, { CONCRETE ANCHCAS CONCRETE . ak•�, FBI rN00 EC91EW. H E ai sr Lb ,a: IrE T +)� @ T•,� r,�- T/4 14 ?ALAI 3/4 aN 4/4 t, 2 & tW/L f, 2 a 'Iw!°s T 1 }- 1t — 8 "iTE0 1111 8 1 t 1� 8 LLOCATION $ 1 INSTALLATIO"j4 DETAILS FOR QPTION # 1 FOR LIES SAFETY TQRM PANEL SYSTEM POURED CONCRETE .._I 1 taF .� L, rsn, AT END PANEL AT EPla PANEL t e . .500" :r--'-- t a.7J2' --- S)U05 O EVERY.. - _ t/a". LAG scov" a @- D.G. w/ INN(, TWOOD ST tUCTURES- `.` -.._i• 1. `:k - 25D k I 1 ._-„-. DVERTAP -. . I{ -;, 1iNKFADEN PEIiEReLT,DN 1 TO - WIXW NiADER !._,._ 1;1 REP GRRff0 '.. •. : I ). � TO HffLO PANE[.. � i i -' :,",,,,. yi I I fi.mL Ale MLR, r.x.'r I ---- -- - SIDS la EVERY ! b C I I S wn. (CALF 17 F _ _ D I i 1 1. { II. {. _.�$ j (L2 1/2` O0.) w , P �3. '� ! � { { � t i f � TO !N?lD PNJEi.#� [.. SGHEOI,Li SEE SdEiWYUE Olt-• , , yy k � R t (FF� PHiR). I {lN1ERIt#t - aN1EPoDR. FAN€L) ()NtEPore4 fPA'Ei) (END P/1$A}q t I j , " I SNEEf 14 I iNEET 4 � � . t j :1 �� 'W... ED � ` yk4W. ARATeDM 'FOR Ira, SEPAa4TffiN :) G #I.. j I Stp IRY � � 1}j} , � TO cT.ASS P � .. - 4 :..... _. p ,.. _ f -� I � �CR ! ` NAiT i1II . /@• Wn. —L,; sst/cw4"h.at' 1 ,24AT1TrNE D.C. MGi (SE'EIf DEr 2Jt•) :, GInc. Z �It 1 , -WyltY[I ; iy t , �t`jt ....{jI ,1 IpF .,. :f -Ak1pY `wIoO�r1 M\eis1,"�; " I �I 1 ..i.°p ._- I_ ... , �! _II la. : WL/LwtA{fl4 {a�7w/M'°y-. JN"..T..•^tNG SEE, INTERIOR PANEL O.§ PANEL ►SAp X i M1/$ (}t• -a•,�arl.,t.�S,.F_�E,a}:.•.:i.,.A.�7D'.-! ..L-.`.I.3L...E..-.-..aI,i. iINT.FRtBR .PANE,L END .PAJf1 - aRLEJ`pi4=SODsMNNaErEUr.3' A''O-_C-R'•. --,:--"^i„1 ' I- ..t..],p f/d4Y•rwv'a3l•w�•._ty 3wa2A GINE oc fEOD--SC3RXf5yyyLE)M4 S2 W,•- 02 FOR f1SCsO11 c! {OR _ SEE ISE 01111.i o d 111u FpR ANCHOR ANCHOR SPdXDR TiN5!ALATI£(A#PLSuY l NGL - I y.,. Wami?#:' r, 2 rOSPACINGD TL i 14- IP1 SFLE 3/16SCALE-3/taa I A7fOANSNUG a laI ALTERNATIVE 1 ALTfRNAYE (SEE DELOIST/< MAXIM„f$.D«.ESP$#.AIN„,ems#�AND G I N PRS E R(PBr1Ali�NQiN- , tla OR CONCRETE o. i T a.rtPaNmc BUM WALL � : I. 1 _[iF,ONS t &.'7.,1i'IO:iF✓L -. .. / ) a: ITEDIAAFD I ' /`M 2% 3 /:I, $/4 aR $jd. 1', $, EC w/15 * t< $ 4 I W/15 S AN QAY ET T'Ls - 1. $j r I t 1 ALTERNATE I.aCATI1XV +.aIA/ A.nD.IAA. TMMB ,DFM - Ya.W W 3aPNMRW PMICL � SCHEDULE dq _- ON tiuE SAFETY PANEL L scH , Id1Wr._. .YS!(!Ni aa4oLTla+s® Sad? a aoFT.I�M __W ,D. t ' • Rese 1• tn) m RIAss aMlMran L 14 I i AREA W/NO LIFE SAFETY PANELS I.ACATION OF ifrE (SEE NOTE 18ELOW) _ (W,) {!EF sEc,s„s) I sv WTp,1 ce„L 1.4, REG" PANELS W/ OR ------_r_.�. SAFETY PANEL —"'a Mmmum "CL UPCON - OF W-W ON" IAREIMATE. FUME EN 14MYt)WE FLUS ABC 10 !'.d:A, -73a W-a• F 3/r , ,A10.1m , TO O1AW •. /� ---'-�'- _ 3. _.__ _-._-.-_. WJo REGULAR TRACKS (SEE NOTE OESGM T. 10- - .m 10 S€CLt7IAE'tk III"-PAril . ( i. •� ED, E� CONERFSE ANGN4R^a ., . - .^><, `.,. ,<<':r%F BELOW) * UST PAtiEl (y: ro 8E NSTALLED AS PREB5IG[ Tq CONORETE ,AtRAiYE'tE ib CONCRETE CONCRETE MNDRETE LLTNri1A 1 (n.) j E01 ' �: d�,,,r...,.a . l r.?..{..�. ..,._,..,. LIEF 51fE7Y' S9041 I%M ORENMrG M OGNCRELE OaPtCRETE S CONRRE4E,. a OF SET: 6 OR'.: AMLND q s r . (SFr SCHEO7IN&.' R. R4GCI. @LOOK aEkT t F ANS TYP I A s TSN:IALE IN,ONs wro %'QOa F, Sc ah" F Y. I » ,«r ,._,. ML ALWAYS 1iE. .06E W REAR-.FMNOIE « 4RNAt,AA .ANCHOR'SICA! 65 N SCHEDULE WOCREDUCE R NCHO ARE: NaNC'Ora OR THS, ST SPACE. FIAT S,1EE'I' 4) POURED LWiCRTTE:"-^� �: ,.. E PEA ! a 0. N 8 N A. 6` N.. : 8 W h - 8i 2 " ,IN''CoN7 14 FACEj[AT6.. IHsrAtlATYaN P'.tN1ENac0 Nth. N/. fA f.. IA /. 1 L'TE1P9. .Easy LESS TN:w.NpG1co,CN-OGNeWLE RmLiOE';saacNCW sPA/xw @r MaR.R1YENo sRACNO 0ara.. HRiUA0.0 r. TO BE' @AST OR PEMO&O FROM IN51DErot, I ., i QA j/{ Am +55,a, -72,0 « :.:" ... 5'-O" DR 1F55 SRO N ON' SCIEGIAE 6Y THE €013LMIlri FACTORS. YtAi YNLS ORN:RIATiDN RN POISIBLE L I E0� i CONCRETE ANCHORS J T" OF SiRllC1U{2E a 7 S B 4 a" 9 9 S 9 L (60TTDM) RE+UlGL ABYANEB USING FACTOR SW3i NOT BE LESS THAN MNAUUM SPACING O 1 (SEE S'dED1AE ON '` - - E.O. @P.NATEO FOR EACH ANCHOR TYPE AT ANCHORS LEGEND: � + � -- �'� I aoaa PLATE SHEET 14) EAT�O�. 6• NJA N/A NIA 8• N/A 6• N/A 6' N/A 1 h.2 (TOP) REQUIRED +55.0 -729. 5'-0' TO Y-6` - , WALL MOUNTING INSTALLATION ALL L1}fi{D F104R MOUNTING iIL�TALLATION SCALE a/32`-T' R 5' B" a s ? tJ2' a s. 9« S. I (BOTTOM) � _ T!k'.. Yla __t!* a fJ•. Jr. + wooa �A=, i I __ _ "- SECTION 1 . . • - 5 '.. N , - ,�Y .: i r t . • 6' N/A N/A .Ira E' N/A '... 8' .. N/A a«' .. l N/A 1 k 3 (TOP) aPaN <s Tag-aP P,R�41A1� @EcunED . SCALE,. 3/8 1 EGTIO 2 SCAt.F, 3/9 ) i j< : ow 0 0 .CIO T/4' Mo*.. +55,D -72 a 7'-8 FO $'--8 °. ¢ reAP .. B. +«._. W. ^40" lOfRld. } 3 3 3 d a I/R. „ f Q,,,P,r."sT•'_5?L'fA'i.,...PA ""_.'x.�TEne'•. s; N... ,x, a«.. a 9« 6" a 8' 6' a 1 {B',)FFOM) smsePN,W+WW ? 3 y 1 E 4 I� I UFf SAFETY STORM PANEL CAht Bf LOCATED AS AN l7LD PANEL (FIRST 0R LAST PANEL) iscrum. 3 ifS . ,•. ,:� 1" __ i8}�� ALTERNADVE 3 ALTERNATIVE TINE 4 U N OR AS AN INTERIOR PANEL (ANT PANEL LOCATION IN BETWEEN END PANELS).(Ai WITERMNR PA}W35. B (ATERFYAiE I.l>GtKw ll LIFE SAFETY PANEL MAY OR MAY NOT BE INSTALLED ADJACENT TO REOU":AN PANELS SEf ,OGLE 1) Ai END 1)1E15.},'17EOU�_E j 2 - fj7Wi FLti9RMOUM CONOtTKRB wT BOTTOM W=-E�1. _'- AT9MIl��SttS - H:CIOR _..'-_. Y,4"-PLATE /, '^ s ..._._ _,.... .. _ __ - _�:..:_.. ', ij4`. 4V0 SC:PEIYI a a' 0.& W , 1 . V, SEE NOTE t) - Y a 1_ _ - MY.. A1kE.V,ED PE31flR,tTIIai OB (W/ OR W/0 REGULAR TRACKS.) W ill• - Ri111)RaD 1 1/4$$,I"rl LOW SASS TRtOtI,YO W/ /�'� �•. t+ /, p p MAKIMUM A&D. i Meek a SJW TM FILM TOP M —p CIE a {SILO a 1' LAP 11" NIP OF ANaLF) APPl.tCABL.E TO 1r4Y-Eo z" 5.& MS. a n` O.O, OR `v 2, LIFE SAFE:IY STOR PANEL CONSISTS OF 11039` GALVANIZED STEEL STORM PANEL AS SECTIQN. R-R DEWiN T :.. _. SECiTO(IS r a M xwkl. PAN I :::.. lm tm Rm a3 1/4`4-20 PANEAMATE tEMN.E DR " PER COUPt)NEM(�Ay�. StFEkT 2 Of DRAWING" SCAtii 3/3z'-1" PREs'ail&E 1 0' NYC A'ao EINCRi `L: (tETtj LMIytIMlRlnnrip s M)S FANEL. ALLi7WS ITSELF TO 6E R£MOVEO OF INSTALLED FROM SHE. VOICE OF Wm_ asr.t ;. _ d A. �:I, - STRUCTURE. A,MNHM1HNIiJFAy,. ++92 -firs 3» g".. 4 1 2` - + t 2' 2 (1}OTTOM) 7- OR LESS � �'e�,��:•• '�� -.: PLATE wc,E �. sNMneR �rRAaws "or sr+oaw roR cusRTr < WALL MOUNTING IN AL11,00 4,,,iA3N�INLA 3. LIFE SAb'ETYBE CFF�PAiiN11fF��LL REQWRES TOP TRACK TOP COMPONENT BOTTOM 1RACK TO p. '(j /� ayq +Sa.B -86.a s 3" +- 4' 2 (BOTTOM) 7•-6' OR LMS F 'i. '=k .�3 a COMPOd,F•�NT!()i1NY BE INSTALLED WALL ORA PER SHEET 2 OF FLOOR. itN011NTED FOLLOWING SECTIONS 1 s. �G.�*�fG• ••°,'✓�R 4L+` 'S ✓ 2 ON THIS SHEET. AS WELL AS DETAILS I e 2 ON SHEET 14.. _��:'�\CAN' '•,' i55-0 -72.Q z T/a" z t/2• a' 3- 1/z• x (BOTTOM) 7•-1f :QR. LESS = : pIQ. 44167 ALTERMT—IYE 1 W GEN$ •� LJ.J 'k ". SOME• aJ$ + T•",•' 'IAA Lc Z` FLORIDA BUILDING CODE Ni h Valoai Hu , come Zama +ss,o -72a a 1/2 2 T/2" N/A N/A 2 (BOTTOM) 7'-6` 0 8`-0 k FLORIDA BUILDING CODE HI h VelocityHurricons Zang 7 E FLORIDA BUILDING CODE HI h VatoaNy Hurrlcama Zone 4. MIN.. LENGF1i FOR WMPONENT i5 T5'. i N A `.. N A r,; ,..: - - N4• . s5 _ 2 v / / a 2 BorraM 7 -e rQ a e tK rea ..QTRTOC9, :LTG ,0 7 ( ) Paa)A .fit. .. 0 TA . INC. ((��yy aO P.P. r «: r,P, 7 _ a2QL TEED rF, ElaM. ANCHOR ORAOING FOR COMPONENT .ANCHORAGE AT BOTTOM IS GIVEN ON - ,. _ - .. .. y'��.+ 20 GAGE WA STORM PA SCHEDULES x 2, SHEET td, 20 GACE GALVANIZED 'STEEL STORM PANEL am" aT: ? U •"« ORID1"".• NtZEO 51EEI. M PANEL MINOR „r -. * : �; E 20 GAGE GALVANIZED STEEL STORY PANEL „ ft COMPONENT � & 2 BE PERMANENT OR REMavARa:iv r •k , nP'--,._sue._ .- -... ... I - gT E OF x = Z - A Ir'Irr.P TI/aa/2GiR S : aalEarl07a 1, INSTNJAt1ON5 W ONLY VALID FOR BUILDINGS T W'- . 0. DESIGN LOAM NR t0. 1 /�/2D2p 33 » "o'•.Ii-='� •~e Nu ► DBAL PRDTEC[tUN I�tODUCTS. LLC. D,Ir; .as.s, -7a.D P,N AND PANEE's LENGrN MP 1p e'..a". .9 •'••.... _ - -> fB.48AL PRDTECTON PRODUCTS, U.C. p„F, 5. SEE VETAA.S FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON S,iEfT i5. •.i °Q� (jR� / � �c THc, GLOBAL PRDfE(."TIOI'I PRDDGCTSR I.I.C.. an,E te4+NAIRRpM F y iwe. - O Igk a�000 Mp)BEPS 10 9E saUMERN OF(CS. Rtp� `"�*'~ O Aeoa B.M. st SnTE[r % +£ ~�- Saw E. I1 3t. +1,W - F 9, STREET 2. FOR NEW WOOD FRAMs �. Z _ a*. 11r. a sM 1M. MWWw a<Ymw, n AMAt PIPl1aE IEa Ts4d FAY: e3a 20-T ?6 4, - .. •.. .7 f ":: aRw "w°We. aP.NOmsP M PNLwe (ed.pa mil €:liaytMa@-@7o7 AA+' 4r a t kaa- )Mm-@n7 6. SEE SHEET a FDR OETA0. APPLICABLE TO THE NECESSITY FOR FINE (NSFALUT.�ON OF 4A FS - To"n a ! flIN,lEE30Ma i911PANY DOE. F SalYa / PINE Nay ?« W/ SPECIFIC OEN'aE' IY OF 0.53 DR EOW. A SI �(,, r T13PINa k LfNMNECRINo OONPANY aN6. n- 21714 SPACERS AT TRACKS INSTALLED AaLLACENT AND BEYOND TO STUCCO/WO00 6MN05. NAAFI$ HAT-'0 - r1^-F�. y'MPMo<Ml.,n a,a. ,r1rn� (Rl+)seI-7d43 tMrc. (as<Mea-e7la 20-176 ( f 20-176 q P #LINT t Tam-l4ar «Nc w' sm,rar NAM : ...G` Iry . amN MGa aOtlea�o (3W) en-W, ftM - _ � - TI t114LN a fTPN i,M6' tke a nM0 p,.-faT1 alYnrall AWt as - ( 4N,>eP4` Gat : OWA44[D ids: Q GAmODDdF,S ,: ra n-aq G-P00471I WKTQt A TNL1T dt. Pk.. a 4m f N ° fIWAI 1a # 3& P E fYYRF1GIE T(St A MLR UT 1 P E rA.. SHEET 1A OF 2a J Rr. 9iAL/IAMMRASjAEtE aaFr TwPrli4 OA1IPNa Me. A YIlYa �� L / ,7 I - v � PL /DATE frX♦ ArrYF,.aa IPA- Aeu- NIA IYRwAW4 NR - SHEET NO. SH 1.1. a A .,,._. _-_- _- -.___. ___.,_-ANCHORS (SEE SECTIONS ON SHEETS 17, I& 19 R 20)--__-_..„___ ._. 3• MAX. SA/17, 4A/17, 5A/IIL 30/17. 48/17, 50/19, 1• TIRE. SAF/19, TAW/12 & BAw/20 BBA'/19, 78W/19 a W4/20 ' -- P _ _.,- ___ Q „ O O CA t3 C 3" MAX. I MIN. JI;.1� PN41. _- �-r _ =Ii�I�� :i �g, } , T} 1._ ^ L° •F9,•' J - i PANEL LENGTH (SEE SCH£DUEE) i_ t -. ' I I� �t I .11 - I . I I 17. 4A/f 7, SAf19, ' -IpE tlR 4T UFT k RGK Flea= I 3A/ aB/17, 48/it, W/18. 3• ZA MIN. BAW/19, ?AWr19 a MWf20 iTEBIQH X_71& 7erfla k JMW/20 I• MIN.,, ________.-.-___._._.___ (S EE SEE a*EC'I1iVi4 ON SHEETS 17,. 18, 19 a20)-,._- , _--_._ .,_._..,__.-- ,- SCALE 3/16-.1- : ,/r MNrL aW - 01 -0 OPE asuwLow YXM3) �- ; (D II I : a �. 'i7)t uF _"._ sT,if:I a : IT ► MAMMUM A.S,D,: DESIGN? PRESSURE Meal, PANEL LENGTH L ('I.) MRNPMLSM SEPAR0.TItlN -. PANEL SEPARLASS RATING (p.s.f:) (SEE SECTIONS) TO CONDITION +55.0, -72.0 B.-B. 2 3/4" ( UNBOLTED .? _- II - i ., ' . K .: IIy I .i: .; , :, .„WOO➢ 14ADCR P21wRgE0 � -' - -,�I I - ,.,. - , ' t I i ,.. " . - i INTO, EXIS LNG y+100.9 URUCTURES r - I ii '," HEARER {' Y s _ y.:- _f b -; •, 4€'ac.'#1 ', <,.-.-#WIRELt , - L' - ,jrHEADER - 14 :, WOIX7 HFApER :r .. , .:.:;:+.'flEQU1REA , , -f _-. -. .I ,<,. I.., _ j f TAVCOH O 6 O.D. J. R N, MREAOEO ;. , .- : f .. . __.1J 4. TAPCON a a' $,C, .. 1 ;; ,.. �. 'ITT T ifi ITN. TNKGDFLB % ... .. .. 1!4 F 71,P,:LXN # 6 Q.C. „ t . �: 4(4 # TAPS.0. O.C. W 1 1 2 MN:. THREAOEO r. .. .,. i .. - W 1 1 WN .+ .' .. ,l PEN:AMT10N AT tYOGO HEADER :; J - - + ', ', PCki:RA ON ( :. TI AT WOf%F d I WAGON _i, -- - r10k AT' i, +' PENCTRA WOAD L Ij . PkIKiNOION AT W(qA 1HEADFJi +} , HEADER }?` ., - - , i{j .- II _;`) t j ,. A '. ( 3 1/2' 14 ) r :7-C. aossit 1 t f , / 4' , ,. Iva :. ... ;: ! )- 7 j ' ?" 1 2' J r T e 4` 1 I l _. :� "`:I .r .. , v '2 MpW ' l i I , s s 1 7,. v 1�� '.iB n. : », ......-. 1. ,. 1 T 2, t W' ,,.-_..._,.„..._. '- r , b!9F _1 pI T _l Y- 'i d'i , -% r�i�y in ' 1 ti _ I 0 , 1 Q I 1 I - _ f �.I�N{{ } MOT, 3(PAat1,OM i CUSS e TO a ... aH sHEd , n PANEN. LENBEL ' NO1 I SE C r#lua (SEE ) ( • I ti' EN PANEL. LieN07N i I i 1k,, i,PIRAIRW EXL4 Xr $ ro wAas 1' MRw ,W, GRTXAE I PAWL I uLEL a.ENGTN mEzr I � aX 1 SEE "m 7 aE I '!° M.m,. S ( LW/1 r :- PANEL., FIGSTXNr Mk,... 9EFAFJ,RaN OAST - -. I t , • j T - '..- r SCE. NOTE 4 BELOW) E705T9,0 Ma,. SCPAW.TW„ t. ➢LASS tO SITS '� -(SEE ' I LE METH I -- ,.. (`E ROTE i B0.QW7 s= 1..) 1 a S,>RT t .} 1; I I , 461mUIE 7 4.-.2Q.I` / S1 PEEL id , _ 5.6 MS W i - .__ Ja . � 1 T 7 . s s2'" t 1 , 1 .• #--2sin1 _ _ ! _ �' _ S S A.S, W 7 ee a 3 i2 T i ! r ( , 1M1R0 NU' .:Y x 1 ! 9 [! 1 WI NG NUi / i i1.4'%1A -oN RCII _.. ',. n I f D W ! I I TH !MITI RFA4ffiO I I 1 , _.«_._ -_-"s ,-_ _3 I t I _. N10WIOMn RIATEt '-"-....-..._--_> _.W-..-_. , Ie' , ! 1 I 1.0 5` I (3 ! ! i fD. .. 9 I.:. 1v : �.. t Eat . ' , ; T 0 ="".•..:.. • . �. g , EO" ' _ ._ .._ ,..' .• , 1 } NNT A_ ,LLJ saXT - ,. a ,_ a 4•s- gas 4'S.6 Ms: W _J ! / Ea. ti ,i - ! ',� ; �, x- 12' WING C 3 17 WASHER MIEFJR !!12 7/2' O.C_ I i E S 3' L i I F ] 2 WING N WA57 5t (+ 1 I} - - 7 HER WNO NOT 8 7 HER WINO MRR L - /B !32' WASTER 0;C WASHER (BEvakO) B' :I ,, .: , - ______ 1 W. IN 6' cc. � -(6T,M;GERFD 1 4`# TAPCQIN Q 0.0 T C 0 % 27 ' T-ST"GOERED W! 5fU0) W 1 1 2' MIN. TN. ' R[AOED ,.... ...Ili t , "`; ,5;. Wf SiUO). .. .; j :iI W 1 T 1 N•. I! 2' M. TiM4EA0#31 +. PRhiMTOM Al Ai10wATM :,;- #'.. i ,. t ,.t°:,: +i 1 '. OF PUTE '" ,11 ._ -... _1,...,.<b�, .:. .r* P ". T AT 'DTI �. (RN 1NDM or PUTE ,.5.... ,... 1..1 ,. . ,, ,. .? - 4-..... k -,.'`.;' ... PTIOX At rWlNTF :'',. t 3 :!i .^. k a ,yy ``" WAG➢ PULE :-•_,,7y4 WOOD PLATE B` PLATE ,.J_,_.wi,4i. ,,...__ `...: ,:_._-___..__-2'h.4'" PLATE REE�W! I_ _.__-._. YJOCIO PIATE +' Lt.. ALTERNATIVE 4 R GULAR WALL MOUNTINGINSTALLATION � L-� PASdFE 7gy/ & WALL MOUNTING IN TALLON AL 6Bw E 3/4--l- � � G LIFE SAFETY MEL, PamALTERNATIVE PANEL. IO LIFE c��fY PANEL A16"-I" '.SCALE 3/8'.1" SCALE 3/8'_i" _-uNt 11 FFµWF .,IQ ,. Ik$TAIIATIDNS ARE ONLY YAIID FOR BUILDINGS WITH AAO- DESIGN LW➢5 , tENSF �: a,� $. FLORIDA BUILD#NG. CODE (High Ve1coil NurrfGone Zona UP t0 wS5,5, -724 PSF AND PA,�t.'S LETIGit, VP TO B'-8"- s _ 4 1 G NO, ?'lr;- 1;�NO 7iLTECO. NC v.P 20 GAGE GALVANIZED STEEL STORM PANEL W, 7. FOR NEW ,MOAa FRAafE CQISiaUClq)AL.. WOOD NEM TO PNC No,, 2,. W/ SPECKTC DENSM OF 0.55 OR CONIC. BE SQUD,ERk _ E L•k'. r":, '•, S`r _-,-_.- _ I- ..qq y e� -; ., wwaeWlrrr 47/wI 2P 9` E8��./Ara#��qa1, GLOBAL PROTECTION PRODUCTS, LLCF 1;r,7c �i. �i. 1,# V NNE. .New aw.. ai mc3�T.-,:.:..•.., V yu", 1I��jC•r. 1' � iTS(b. tat. ' 3a3H wi�#. 4AA '�MAe["elnutq Rd9HE, (R4KItl-a6,0.:FA1C (Ba4-6TP) 20-176 A:.. fam) at+•49q • a , fX#r a,-1p], t Omit, ,INN PIE 9FAc{9WIATAK/ Jv FA-JXf00f1E .�_ o ww. bra W. w mFw. ... 1XN INN; ta: , m a 7rALrER A TE1R Jr., P£ __ iL (7F M Ct�MPOS1ENtS FOR SERIES 200Q 8: 1000 E-Z HANG STORM PANELS (SCALE 1/2-l') .. ,591• „-J, 2 -.II _,._ ... _T5,196 TOTAL TN ,._..._._. , ,,..__.._ I r.. ( ) " __ _ _ .,.z Wt0 r--__ ._... _. _.-..,_-_. --.32.500 (EFFESIiVE. WIDTH)..._.._ .____ ..,.-..__._ ..._.__,_ .-.,.__.- f } �r } ! 2.256 �• _ 4 -:6 4" 1 _..._. t f - f .500' f-- .354' -1. -1. 50•.. ,- 3 l h 1 1 I T- 7 +„ 3 075' 075• 11.- 1I :. -.i 2 iO0' I i,_. HE3NME0 .a' Stk3°. 2244' 1 1 d 2,657' D.0.36' MN. 7,M;d, F'I'M a r I 2,5�' i 4AIVAASZEO NIECE EDGE S II \, 1 2,244 7 t A-,. .. ASTM 6SI I.. TYP HENMq � ". kaRA0- t50 MINIMUM M: I DETAIL pal 1 E f. 0F� L- - - - - AIL A _ -' ' _ - - _ - . �' 0-80 GAi-Y. i �"-q 2 2 _ 1 l 4 i 1 -. J S" 1. -1.350•--• SR1, + 1 , , 3_J� _-- „__._-....- -_.,. 250 5 ,-','.:-,-2,470"-----! I`aSp• 1Y---'6.250' � j BEYERSED "h" TRACK I'i/ERSEQ ,,I" CK _-- x - - . PAN_ 5 lK> _ EL END -. l5 - a W HEM,NED F`,E. '`. ,. N-am2' r`` -i , BST' i ... . y .,I,..,,.. IAus *O.CB . 61, ,`- ,a / l 125" O250' _ _1;5. 4 .. /� Y fL I I ISOIwIETRiC DEW OETAtL A 2Coo" �` 2.obD" ROUNDED CORNER CP -ENDS OF PANEL'S 125 ,__F I ''; END UP W/ HEMMED EDGE. :ISO" (N.T.S) - 25 1•'-_s2,O00"_. , \,1.P,% q 4W��'�% PAI,IE,� C ' � w S faaxO AL1 ANGLE 4 -.r-;t2S' 6061-T& Alum. ALLOY 1 a I pI THIN',/•(.�J r n T 75O' ` .055' RIP.) �S�RCEN •� s i U ( NO.441 ._-E sa '. -i }_ _ . ,. FLORIDA 1 1 BU BUILDING CODE Hi h VataOlf Hur 1 R# aae L� !-- #Z ! 750'- ";:. WE OF q, - smtaa "I'mof Nc 20 GAGE GALVANIZED STEEL STORM PANEL Gwsr W. L"m. -:.3.. Max.. ri "L} -,,.-GRIT) -� I �' pT/Eefwsa �8 STOP BAR .,�, I GLOBAL PROTECTION PRODUCTS, LLC, e"' 4' 'SS! MAL 1�, ,r./" 1 L I E C O f Ne: .W s,W- 51 STREET "'N iNHHIMI "s, S1° LONG _ }[a,p,6 t pIpNFSNNO ,AM1. UMS, FL 33314 2G-f.76 N.# at, w SA aNp.4t m _ ra aS,r W,aN: tas4XW1`75.3: FAX: fa3,)eeo-Im C1063-T5 Alum. ALLOY - .,:.,a �1Rua "1-13X, . ew . am m-rAs, ,1. , GA•GOAa714 #„w a#wPw tPv. ,w",en .axe. QAtt„Fifi r,n F.E.•.ilLLf31Cµi1WE/MtE WAL A, RMR'JA. P,[ r ea. 7 - _ e - INSSTALLABON DMIL,,i FOR OPTION # f RaLIFE SAFETY ST EM PANEL STEM ..,.._, T„i4`, TAPCON ANCHOIL4 1,i�4• TAP00M NFCH0R5 rja• TAPCON ANGi{5: �dY- ._. 1APCON ANCNOR5 9' O.G: B°' O-C 0'9` QC, "9• Q,C. "19, I `i.. OR REO RA. REt}L, CaHt "M IM ` Elf .,I I ' J . :_-U Rit)LNNEC 1 ., BLOCK REO I I al" REQUIRED : 2 ` :. I/a' t t J4' �i i/k AFRt. _ 4Pa1 I. 3 ,,, } ,zl:- , ,,. ,. , CONS , Crkn, ,. ; �. - 1 f GOAT 1 i w, E, w - I- €0Mft, AI m 1 Ara 3a.I#,o. w 0 1 TP i r tri®u1[�a„ ' .- f-- pAa a am i t Aaax�mrak a 1 I c ' ' 1 I R i } I t Lx 1 1i - >' :- " I � ---- I ' `' ,i4Jam 119 t s,A' .. � ' - £ .y in :: '. 0 8' �, ONTUAP 4 __"- t I �' i+:.I 'I emu- p .. . . - ,-- I{ ' a p " I ... !.. *-.1-- -1 1� . . - - I � - -1 I __ I � � I i ,-----L------ , � � --------- - , I : � � - � I I ! i ...„.._ - k. ; . i 1 I I" � I I I �z __- I I- , , .... - I t- ,l F- I ��, I ", 11,_1�1,-1 Ir:� I/ - I ', `*1 _1`1", 1, �, If "I'll" ! : i 6' ", I __ f' .r f `E 4 - y 11-, --. - } '�� _1= 1%2 E 1/f•a-p,...�+rs.w/ett'f 7//aP 2ostl�'ssMs.Ww/.iF "7/8•s,9132 WING NUT WASHER `T/5"4e3/32 M1r, NUT wA511ER -�jys`o X 3/32' TWNG NUT "' 8•®x 3/32' WING I:-= To 12 1/2' O.C. (BEYOND) _ I { WASHER 4 12 1/2''D.C. NUS WASHER (BE`$NT)) - I ' ...- 9 '4* 7APG0N ANCHORS ! •'4' TAPCi7k ANCHORS ' /4" TAPCDN AN04M i, T s' T)mk A 4 7/x" Q:c. 4 i,w O,C, a 4 1 f2 Q.c I ons (STKR+1TSE0 W/ STUD) - ..._ 04 1/2" O.C. (STAOOtTEO W/ SFt) r.-.--,.P_OURED CONCRETE -r_->OURED CONCRETE __ POURED CL1SdOT3E7E CONCRETE REQUIRED BLOCK OR CONCRETE BLOCK :.UIRED, - OREAOUIREa BLOCK-OR�OCONCREM BLOCK WSAARED W" 110UNTING INSTALLATION T H WAR; MOUNTINg WSTAI I ATION Wes,_MOUNITIMa 11 Uf ATH)N iRfneaN sECTIaN aA SECTION AMA P.. SCALEE 3f8".1" :.9� RL:GuAA� pAwE� SCALE SA-1- SCALE 3/8=I'' SCALE 3/e'41" six skm ARM" TW'E _. =J4"'r _ FOR RM *cc*'* k v'm" ��1�1'p11TfCC� C ....:.. EDGE ru AM N mFua OngNWW el 0.7 s a � . yjCEN$F '•,'� `s ANCHOR $MOM AN SCIAaaE MR ED. LESS TRW INDIONTEa ak R,Pfft) 4 D k s ;.. FLORIDA BUILDING CODE h velocityN." SChAN" ROW" ANCRG,R SPAgm IN, MULBPLYNG WAVA4 6,E" 04 scNmat AG7U9. iiA (p19rc t : WIEStaR - s NO. 41 F3 's _ Coma "TEta, INC. F&VM MR OPOW" TO BE POSMA T _ ; ik x 20 GAGE firALVAtal2E0 STEEL SFQRY PANEL Of T4 FOLLOWING - -. SPA G aaCNNm 6pIKa FACTOR 9 au NOT z n = .� ST TE OI """ GIMBAL PROTECTION PRODUCTS, I.M. BE LISS THIN tRMAAL SPADING „orA7En ._____., r'"�'` FOR raa ANCHOR TWF oM T as sc EDM E _..._ + 00 -;gyp F RID 3.+ jl �. li �. IMt. 4�a 5:r. a, sTn 3 rr - f fiFfi„c. t. .#'�:`,'. .:rw..�. F�Fffi I w,�,r.,.,.;.m°"_g.,.': n:"`F....,..._.,., N 11H LIEE SAFETY INIO EX131I LG (SZ A URES r1 'il % r _.� i LL_.._y1/4.0 TAPCON' * S' O.C, ✓ , .t 4•P TAPGON M $* D.C. ..-,.:.....,„/,! T, , iW' 1 T MIN: O -W / x TEIREA9E. .' + 7 1 1 MIN,."I, Y :I. .,. PEkESRA,TiON AT w000.. ; •, :, !I i :, / ! THREADED ' ._PENETRATION WOOD p. .�, ,I AT 11 �HEADER HEADER q�, i i7-, 1 r2' t/4- t!2' . 1 4• r I / �. 1 F R WO t#EADER IT.. i . l OO I WOOD HEADER REOUIRtD M, M n. a [ ri_, - RE p1 OUIREe k l' ,v Y ' L - T.-T- - ,::� i - { j HIP, SEPNESTaR j To SASS f. {E ROR7X)fE-.. ' ON P,NEI' f6' EXISTING } f j GLASS TmN /Rn SCPAM MASS __ a ) i f. L" LENGTH MCE PANEL LENGTH __. 1�_-_ - PANEL LENGTH �.-... i T_`_ f%ISIWG ON SHEET 16) :(SEE NOTE I sclow) i 4Y-20F1 (SEE NOTE 1 BELOW) / _ _ G LASS i 5.5. M.S. W. - "- - __ -__. ___... '. '.. '11 7J 8 F 3 32' s � WtiNG NUi I t. F t yam' "1 I I 37 �i S* _ I'--- -' } )___--- j` i I I I j I } T i } i I 6. EFQ. a. a. E 1 s , r = 'r , FO. E0. L. •; _ - ^mod _ _ _ __.,..., ..... ! 1_, ,. l ------- - - ! f 2`A4' WOOD :. TE . 6 t , #1/$'0 a af32 WINO NUT ?"K4" ..PLATE '-7/8'9 a 3/a2' WING. NUT WT7IXP....._11 „_? ... ._ va REQUIRED w WASHER o 6 E/4"'=O,C. WEO 1 s�i Y4ASHER 4 (BEY4#dO). I }'; I t 'f - #;4-10 PANFIMATE Py ....,. - d- ,, tIA-10 PO4ELOATE PLUS a 6 1/4' O.C. Wrt 7r8�' I Y fi Ift' 0.0. Wti 7%&`__. I, 1 7/110. Mal. THRFADEO PE MIN. TH AGED 7 r1R4. - I - -: AT MIDWIDTH OF PLATE ) : AT MIOWIOTH OF PLATE ' WAI L !d{ NO140 tHUALLags WALL MOM- aaaaplA ,IININoot Tf�CI SpAE�' PANEN A �. J y SCALE 3 8',•1" '.1" / i .' SCALE 3 f M SF ':' FLORIDA ?r�°' ti\G BUILDING CODE HT h YtTllsclfy NMMeone Zarts >�ffi: s ' No, 44161 =-. 1 1°` a' 20 GAGE GALVANIZED STEEL STORM PANEL P�_ ' C"'1 INARN �: 1. IkSTAlATK)NS ARE ONLY VAUD FOR BUILDINGS WITH AS,D. DES" LOADS � •k ( "� - ^ '�, w••r••�i . #afTb/miP. =�Q� 5 ATE_ 8i e�rrn GLOBAL PROTECTION PRODUCTS, U.C. w UP 1ST 455,5. -72.0 PST' AND PANWS LENGTH UP TO 81-61. B *'. WF� 2, FOR NEW WOOD FRAME CONSTRUCT): WOOO: MEMBERS TO BE SOUTHERN ,,'j' 2• /.. , 6r V ©fnc. .. aBO SW, ST %T W D'Ri PINE NO 2, W/ SPEUFiC DENSITY OF 0,55 OR EQUAL 4 iSh:.. s COYIPARY 'DAYd: R =14 ;` •••••• IN TO Ew3Saor*%,= ANN# P1KWE 20-176 ''YIrrASSI ) 4,Tt- D RINIS-TINS, FAX: (P54jWM-11M N A�...... _ , , - , coo __RN " 410T CA-wul",1 -P' - +"-w alwsc wR �: aII;IvI'v Ft^---RE/OATE W.41� A ROAR .H., PIE r #Jr o-W - ww 20 # 24 3'/24 ( NOTE 2 SOLD" 4 w/ 09 rfo TH .,• SA...s 1'/2$ 4'r24 FOR a6,[GRET€ ANGMXiR; SEE iY� (SIP NOTE . IMLOR) a- m., 2'/24 ,'/24 i PEARr_. 8 IRS wm S env*) 1 e £ACM I-� 5L'HFDUI2 OM ' OCR FA3WD sGRBP .....�3'.� T1. MM. :coKCNCIE ANCNdls Dri 3• MPr, # !„ IMM SEE SHEET 28 .. _ i $Ct"LLE OR .514G`E1- i5): - � PPt# ` 1 I : ° 4a1SAS z (EY EN9 W r 7' 1 7 r ..- z �._.,. h ra• 1 i I• i� i i I it 1 =f 1 I I I-� f I Ii i' Ji! }1 I , I� I� ! ii .I 'I fjl l f I l f .i ! t i "l f f i 1' i . ((t I E I I I 1 + f I t ! I I I 1 1 I 1 I I 1! i I I [ } I i i f p Y' '^T T r t' . 'r'" ..,y. $ . h m 'i fi ♦ two'- .s„'-_e.-t 2 N- x -. ,.. ... �, _: ,- .. _ .. - $.. r +aP %'L. -r. -r 1 r .r�rr�r , r- �r ',- , ,- 'r a ^Y�a--r`� r : T , , s t ' iBNIEmOR P ,- m �' '{'''(ELM P T11 PAtRi) PANEL) P 1 3 PNNEU {Pa'ktl (END P.•CR14R ' FD P 1 i , 'cr�'PANEI ATN1j 4 DNTER10ia:. URER R AT4i RD AN r . 2.. 4 ' 7 SEE 1XTE S. 7 4 j 2 s AB rroTE 4 i it SEE RATE 2 3 ♦. ° SEE 3, BELCH ` tHLO,Y 1 1.� i{!„ I I.. :. •'f" 17,t iIe ai I 1 6• I I- f i 1 11{ I i' l I ; � � I' l , l} 1.. E 3 � I I � ,i I � I[- ,ii I t -1 1 1T! i11_'! I I -I1 �•II ` I�!} ' � 1[ ' I� - } �_!.._ I [ I - I T I i RED PITH.: W 4-5i 1 4',- De3 %i M�: w BCATED 1 I d ATKLS I f! iI [P. I l af �' u i 4'#'WWOFf4TIS s �a2 l / I ` !I ., ( Y� I F3 � 1' 1 I 1 ! f I } � I 1 � T/JB,a TANmNET� 1 � I.,.1�_�.._..,- a_. I �...11,;.i �..:.F.,E_w_E,TrT�P ` { 14 I 1 ! F , � ,, .�_��.�,.,.�,,i. ..N-,R....f, i,. _ >,,,-f.,._. S L_..t,-„-r -k ,d __1_.,t,-'Li '. <..;F. - .._.. '.w ..«. .. ..... ...:....... :.. ... 46p ,. .. § r- ri l Ti ..._.,.:--. ,: ... ..., .. ..�[14 I I r 3 • i ! i f! �.i ! I f I. € .I UPx. '' �` FOR cONr,RETE.V,O+OR& SCE MEiaW '-4m„� NAY BE. 1gCATE7a Ir---�'.- �-'-- ' ; «. FANELMATE 0m) a.- qSEE OeE1.OW a.- 5� ,KTK 3 _ _ TERN,tTE LOCATA, f4.. -.. 01, SNIT FiX9 aOIR!^.K: ,a7 QN AT PAk 9' M4R. 7S{ WG6D E' Hirt INTFROR�PAT�l,s4 i/P' 1 !!Z'`. ERD ELT) r�a $4 SIiOTIONs ON SFICETM ' r I l uROW/ In *Aa�&,�`4:) i3' . # tA6T PANCZ (2� TQ BE WSFAUUM AT D*H > K�Y�S � PR0NOE9 Vi/"H DTICAL OPENR.NG LN3. ALWAYS BE PRp$S1ED W// RF4R >LWpLE TO FAG6RAlE WSTALUTON TO "ACETATE :: REM kLVrIfE N6TAt±ATONK 1NTETmEO FO BE RNSTAt1i0 FROM - ._ OF, fS T5 U AILED F7 41 WINS, k151DE (1F STRUCTURE INSIDE STYLE 3/$2' • 1- - .. 9rJ4E 3l32` : 1• { 1/4' Y,6. GAP .r ,/4• *. 52A 9/s" Me. TAP 1/4• Mc., GAP- J1 1 OR Q TGI DR WIG L/ • UI SECTI AeA s l� (9 ALA "Ift s - Z HAND STOW PAMEL SYSTEM CONSISTING OF PANEL + yrnES " (T tuE11+INOR OF. SMM MOM E RM # f. TRACKS AT TOP a PANELMAtt PLUS OR is' LOW (JJAT S OTTOM' Wl PANELMAT9% 01 ; },.4f_S E - 2 HANG STORM PANEL SVSIEM CONSLSTINa OF PANEL <. D#n TRaGKs D R" 't P - Rs BOTTOM. 2, PANELS ': . ALWAYS. E C ::7 '�tIU AM (2) E(a PANELS 5}VJ3 ALWAYS BE CONNECTED TO BOTTOM TRH% OTHERW SE A3iOP OAR () PETJWIES OIL, IF USED NTLY wKjE 5LONG Ct) TRNK AT4ttOM, ENO PANELS sHAa. BE PROMmEo AT TOP OF SUCH I+ANELs. Siva- BE cONNECTED To z wi 1 4•a-xo1.3f4'-MS Wd 7/ ((�pjj �z• WING NUT OR ,J4'6-20X.} M(n. INTO TAPPED ix (XCEPT AS (3). IF ENO PANELS ARE :CONNECTED TD BOTTOM TRACK, COF9NECTON STALL GO.NSiST OF DESCRIBED ON NOTE (3) LOW), 1 f4"#-20r3/4` MIS, W 7f8"M3/32' WING NUT Oft 7/4`#X3 4" Min THUMBSGREw // J 3 FOR CASES WHEN P 1 END PANELS ARE ItSE ( W . ,TDiNR,Y 5 A. T - K, Ldt,'G 2 / INTO APPIHJ BOTTOM 1RAG LOI.YtT70N OF FASTENERS MAY BE AT ETHER OF TWO M BUT END PANE ARE T EXTERIOR FIAT FLANGES OF END PANE#. �0 CS NOT COPFNECY£O 0 BOTTOM TTACN1 STOP BAR STALL BE PROVIDED AT TOP Of SUCH PANfis (4). IN CASE THAT END PANELS ARE NOT7*0PNNECT IS TO BOTTOM TRACK (i.#. A STOP BAR (4)- FOR R$TALUTKSNS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ,5 ONLY USED AT TOP) A7 LEAST TWO PANELS SMALL CONNECTED TO BOTTOM YRACN MOUNTS➢ 70 EXITING 51L/i WALL MEANS OF PANELMATES, ONE G+RERIOR PANEL RAT BOTTOM T MCS AY OCCUROAAT ANY PANEL INOSCAI 9E: CONNECTILIN OF PANELS � TBE WO PANDAIIA€ES FOL1� R�CtW, �M ON EVAQA6 E AND Wt`AC�M3Ty0jW�'ALL (5), SEE SECTION V, Y B 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON SHEET 2S. NTH,. EDGE OWANCE, FOR THIS CaSfi RtifFRIDR PANFl USED ,1001TLY W/ C21 DOr� CONNECTID BY ANY MOO SIDE O 2 INSTALLED i I SHALL STAND a t I M a (TxfiJ (Ri)T i11N, Oi ID TO TO IF N NE ADJACENT � tt H PANELS E RIOHi THEIR THAT AIUACE & SIDE OF ER R LEFT ANEL HAVE IO P a ) A . TiT ...L!%� THEIR OVERLAPS RETAINED BY. rt 9 EM & S 1 FLORIDA B •' 3Y`BUILDING t h Velocity CDDE Hmu come r� i'Zone) t too, 4;1$T Tao70 ItEGG. B a 20 GAGE OALVAMIZED STEEL STORM PANEL oPnpp __, _ m 7k i "ca`•, STAT OF >:c'c'�_ �GLOBAL PROTECTION PRODUCTS, LLC. /22/a" %�f> f#O iOa Z 11� E �i.# 0 Inc_ � A� IN. a, seNto - ". TETnNO k COIMRRNi• GFYiE', n. 33114 TAUT €,l (XG re . V, . M1% ,A ;9a, ANMaanrA,Aa' 14157E roa+7A -Tao, raz: (Ps4)ma"B»7 20-176 .MIA%SI(JN , `; Aa .�........�.®, w, , ti,5t aPQ.N-sv. M» 6W W w G'-IANJ7,P mFeA. 1N... ,.mem. - . NIg71it1 1Watill"Y4 jWTE` aY3TFR A fi,µR x„ w,E , an ,r-eq : _ , INSTALLATION DETAILS FOR OPTION �T FOR LIFE SAF�JQ8M PANS SYSTEM -,1,,/� TAKON AMCHORS f i#- TAPCOM ANC:MOR6 a 9 O.0 I 0 9. O.C, 4 PCsIRffi OONCIffiTE , POURED CONCRETE OR cONCRCE BLOCK` Ut CONCRETE BIOC(� ZONES : _r i REQUIRED ,=-,i,'. 1 y T,___... __-i.. ,i ;i�;I!�. ,-I_ .mt•. .�,I"II,I,,'...:, _ w ! h �V ,a I REn ,' I l I I f I g I I : 1_"I_= 41 I I 1 1 ;? ; 1 i I i ! E « , j "' l T . _.... ,_I t9-t0'P PANELMATE Plus W/ E : .• " _ l6 F x 3/32• WING NUT WASHER NA a 7 f4' 0.1, . _MURED CONCRETE . ON CONCRETE BLOCK REQUIRED wALL IItaUNTiNG tN�s'FALLATION SECTION 5A Q RECUR eR P- iA SCALE 3/8'.T" SF£ 9,N fa ! 7Q k AFtwo rAFro,i P TO W OD SPACING FOR R1SF7. IMa trOQo WI, NmImA 7P rR UN a 3 MINA" SPMMM AM-MMMUM FRAME BUILDING. PaTlCATEi1 WI fi1119 "I<-Im-MLuRt 1, 3 W061'ANCE .- sC4IEDULC F1XN ED, TNAm rriDlEAn77 ar; $oaftLE SpAr: N/CRRY# ON SC BY N G 9mNs F :THIS E 6,Ar'q P.W Mk7 , Qai W � -' 1 s rro A(Rw. RY DTI .D.CPE'at RW"10R F clom A BY RAT FN 10 BE F4CiT54i S Fdl = tlAER,YtWN Ta � Pa6318Lfi. !ffiWJCfD -.__- .n ", - ._ _. _ _ 9PNCMG OBNWED VTNc FACTOR S= NDi SE L&5 TOM WNWW SPACNO NGCaTR FOR F,ICH AK*OR TYPE " 1.6 S�PU\E E IlY.- _-. - .- r ,r - _.A10 _. I II IM. MPkwaa. m L 5�1X1t 1�3 Ia ail,-,n III Al I J -.I , 9 --- } A -I e .8 WJ 7J4', G i l 11 p 1 _,- p 4 P'mOxRw -1 - _11 - -.t i1_7�� II __ __1,11 ; { 61. :.v: { E 1 ,ri ' ___1T IA• -TO'# PMaJAATE PLUS Wf _._v_It, 10 . aJa2" "a NUT WASFM (BEYOND) --POURED CONCRETE OR CONORM R BLOCK REOLIWALL MauNTi G INSTAUATE3N �CT10N 58 0 L IEC SAI'M y RASE SCALE 3/8"+t" 9%Ni'Ii"! NO M YAf.PI1. E-Z LIM SIONA'AM._EMU T. E-Z MARC STORM PANEL SHOWN ON THIS PRODUCT EV911AT10N DOCUMENT (P.E.O.) HAS BEEN WW%ED FOR COMPLIANCE IN ETA) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE to ,k PANELUATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (71N EDITION) OF THE FLORIDA BLII.RKNG CODE, BLOCK SHRILL BE i i/4". OESIDN WIN R D LOAtl+ SHALL 8E DEiiRMINEO AS PE ,6200i SHE NTI MI 7 ` SECTK)M. ABOVE ME ONED COD B 2 N1MUM EMBEDMENT OF 7 4`# % CAtLX..IN - i* ) B ANCHORS SNACL A# K 7. 8' INTO ON / C CREiE. �iERML: - FOR A WIND SPEED AS RE'DUIRED BY THE UUR50[C'TWN WHERE 17dE5E SHUTTERS WILL � INSTALLED AHO NO EMBEDMENT MTD ANY iBBSH SHALL PERMITTED. FOR A. DIRECTRTNAUlY FACTOR 0-045, U5RN0 ASCE 7-16 MD SHALL. NOT E.KMIG THE MAXIMUM (A:S:D,) r 4' 8-�:a /. 2SS SYt)EWAYJE DOLiS'USEn :HALL BE LONG ENOUCN(SHOULB Ari1". T7NISH MATERIAL E#ISFy iL7 OE:SIGN RRE55UR£ pATRNS INDICATEDON SHEEP$ 2S d2 26: .ENGAGE 3/4" INTO ANCHORS,. IN ORDER TO VERNEY THE ABOVE CONDITION, ULTIMATE FxaMG14 WINO LOADS DETERMINED PER A= 7-10 SHALL BE FIRST REDUCED TO A.So. OESCN WIND LOADS BY MULTIPLYING Two BY 0.6 IN ORDER To 6-3) IN CASE THAT PRECAST STONE; 09 PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL Ira COMPARE THESE W/ MAX. (A,5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 3 26, ANCHORS SHOAL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE M14KND SUCH PANELS, ANCHORAGE SHALL BE. AS MEMIONED IN 11.1) AND IN 0.2), IN ORDER T - O P p VERIFY THAT COMPONENTS WAS ANCHORS .N T*KS .ANA A5 WERE NOT OVER STRESSED, A tHGREASF. IN ALABLE LOWABLE STRESS FOR WIND WAS -TIT - RN ANAL F' T FAST kL1AD.. USED THE PSIS_ FASTENERS SPACING O WOOD HAS BEER RIDE EER ANCHORS DETERMINED !N WRFI 1 C N ➢ITS SHALL BE INSTALLED :➢WIN ACCORDANCE ND.S, 20 S () CCOR G ALL OF THE REGT)MMENOATIONS AND SPECIFICATIONS OF THE ANCHON',5 MANUFACTURER.FOl). S70RM.PANEL'S ,ADEQUACY FOR IMPACT AND FATIGUE RL'SIS7'"CE l EX V N 7 A AN HAS RE €NIRcO ACCORDANCE & OF E WITH SEGI,DN - 26 THEV - 11. IT TH ABOVE MENTIONED CODE A5 PER FEN 71ON TESTING: I - . 5NAY1 BE E RESPONSIBILITY 9F THE CONTRACTOR T I ESTRA E5 LABORATORY. NC REPORT 2D32 AS PROTOCOLS TAS-2 i. TH O R O VERIFY THE SOUNDNESS OF �E S3 WHERE i D . t}, CTURE ERE 5FWT7TER ORAGE TAS-202 AND TA5-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATfACF1E0 TO CONCRETE. BLOCK T 2, THIS SYSTEM HAS BEEN DES 440 TO BE INSTALLED ON THE OUTSIDE OF THE: OPENIND ACCE:SSLNG THE OPENING FROM THE OR WOOD FRAME BUILDINGS, INSIDE W/O THE USE OF A fAOOE.R OR UFT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS To SEAL/CAULK ALL SHUTTER COMPONENT EOOCS WHCH REMAIN IN CONTMVOUS FROM THE INSIDE OF STRUCTURE.CONTACT WITH THE BUILDING 70 PREVENT WINO/RAIN IN'TRUS%XN, CAULK AND SEAT-.SHlOI7ER TRACKS ALL AROUND FTdll 3» SERIES 1DOD WNB,` IRON IS APPLICABLE O SINGLE AN:. H U T. ALLA CABLE T N LE 0 DOUBLE M NG STYLE WINDOWS WHEN EON r 6 oOLF _ N EN LNSTALLAT S REQUIRED U E PERFORMED O ' INCT1lE i OE F STRUCTLRRE.: FROM 11STORM PANEL' ON T 1 SPECS ,NSTAILAR SHALL COMA. WITH S E TNDICA IN iH , 1' FhI1S ANY Btl LOPNC AND ZON N&' REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0.02IO 4, SERIES 2006 Df5TAL1ASK)N LS APPLICABLE TO SINGLE AND DOUBLE HUNG AND 11tiliRONTAt SLIDERS STYLE riiN(%7VY'$ WisEN 11WALRAriN I% REQUIRED 0 To BE PERFORMED FROM THE INSIDE OF STRUCTUR_EFA ATRIUM VRNO(WYS AND DOORS. INC- E - Z HANG 5iikRM )'Nw '• I EL StSTERA S ISaTEWI' PE7Vp0q S. ALL ALUMINUM EXTRUSK34S TO BE 6063-76 ALLOY AND TEMPIER, (UNLESS OTHERWISE NOTED) 15-. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE P INFORMATION FOR A SRE 5 ECiF1C. PROJECT; '. T E ,del WHERE THE 511E CONDITIONS DEVIATE FRENA 37iE P. E ED 6, ALL ALUMINUM SHEET METAL 1N5E6 Al CLOSURES SHALL HAVE 3905-HI4 AidA7fi (Rt) CTOHNTRACT4 TO BE RESPONa'tBLE. FOR THE SEI.;EL"F,ON, PURDI}ASE AND INSTAESIiTIPN 1MCLUDING L SAFETY OF 7_ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL 0Po„'Y SIEFa.ATA•'$93 ORADx50 Mn. OALVA,iED SEEL . R D 0 N T E RCM E E ODES FROM TH ON H€JSH CAVEAT£ E .5 DETAILED ON I DESIGNATION W/ y 98.5 Rai (AFTER R01„LED), THIS DOCUMENT, CONSiaRUCTK)N SaFEIt' AT 577E 15. THE COt17RACr0R'S RESPON5I8IUTY. fL ALL :CREWS TO 8E STAINLESS STEEL 304 OR 316 ASt SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED OMVAUD IF MODIFIED. 5001E W/ 50 I., VELD STRENGTH AND 90 I.; TENSILE STRENGTH IN SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 t,13.4 (tl) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ET4GtroEER OR ARCHITECT 7YNKH WILL _ BOLTS TO ASTR A�307 GALVANIZED OR AN R F 9E ZED -STEEL ANSI 384 SERIES STAINLESS STEEL. WSTi 3E KAR MINIMUM YIELD H. BECOME THE ENGINES OF OTHI 0 R TH STRENG'T RECORD (E, . ,) FOR E PROJECT AND WILL 6E RESPONSIBLE OR THE PROPER USE THE ENGINEER OF RECORD, ACTING A5 A DELEGATED ENGINEER TO ME P.E»D:. ENGINEER, SHAli. EM (r HIS o. ANCHORS W 5 IT f0 , NC. 10 SIWI BE A5 FOLLnWS+ UBM TH15 LATTER SITE 5P DRAWINGS F SPECIFIC 9R REVIEW (A) "O IEut.57ln>G POtRz„�t'I , - e THIS PEM. SHALL SEAR THE DATE ORIGI AL SEAL AND N AND SICNAh)RE OF THE P F - NEER F () RO L'SSIOMAL [Trial O - 1f1"0 TAPCON ANCHORS AS MANUFACTURED BY 17 W: B4HLOE)t, INC. (WIN,. 1'ew3191 p.#a) RECORD THAT PREPARED 0 4" # 7 " F - 1 % CALK -IN ANCHORS, A5 MANUFACTURED BY DEWALT INC-iN. F' / 6 liC9lS, NC ( e: 3000 s..+,. r ) T8. STORM PANE R _ STC L 14AAIUFACTU ER•S I:1SL. SHALL Q T - BE LOCATED Y A REMOTE YTSF�e LOCATION AT STORM PAN IN - i4- P i P-ST. PANEL 10 TE FEMALE 0 AN T£ P AS -F / AR€LMA & ft.MA PLUS ANCHORS. MANUFACTURED 8Y ELCO CONSTRUCTON PR:ODUL'Y5. ACCORDANCE W'TTFI SECTION 1709.4.3 4F FLORIDA BUILDING CODE. ONE LABEL SMALL, BE PLACED FOR [VERY EVENING- if'a35O i. ( R } ,e LABELING 7O. COMPLY WITH SECTION 1709.9.2 OF 7FM' FLORIf)A BUILDING CODE A,1) MINMUM EMBEDMENT OF TAPCON ANCHORS :INTO POURED CONCRETE SHALL BE 1 3/4' AND 2• FOR PANE:MATE FEMALE 1D A: PANELMATE PLUS, A2) MINIMUM EMBEONDONT OF 1/4'4 k 7/8' CALK -IN ANCHORS SHALL. BE IS 7/6' INTO CONCRETE. NO EMBEDMENT INTO ANY FT45H MATERIAL SMALL RE PERMITTED. IH0SS SIDEWALK BOLTS USED SHALL BE LONa ENOLIGH(SIMLO ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4• IWiHHMFNa,N INTO ANCHORS. t A. Ti"'/ A.3J IN CASE TbAT PRECAST STONE, :PRECAST CONCRETE PANELS, OR PAVER$ BE FOUND ON :TIE EXISRNC WAIL 04 � . ' „+>T FLOOR, ANCHONS SHALL BE LONG ENOUGH N3 REACH THE AWN STRUCTURE BEHIND SUCH PANELS- ANCHORAGE SHALL :`:'. \GEM', "'•+ ra BE AS WNTINED IN A,1) AND ON A42), �" ci • No.44167 - B) I ISTI 0 O" A! " { E !�>_GONrBE�_htl O :*1 - 1/4" P TAPCON ANCHORS AS MANUFACTURED BY ITe. BIBLOEX, INC. FLORIDA BUIL:D14G CODE HI h Valocity Hu "no zone - ri4" P X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DE'WALT INC, (f` 1500 p.. i.) G3'. 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I WITH THE 2020 (7th EDITION) OF THE FLOOR allILDING CODE - 14-10 PANELVATE FEMALE to A-40 PAIGEUMATE PLUS ANCHORS, AS MANUFACTLIRED BY ELCO CONSTRUCITON PRODUCTS, MVM &%D. Q&SIGN PREME RAM (pAva AND - -- � � I 1/2- oi�. T.PEAm Pa4ere.."m 1 - I I I lj� = =3 CIO - I , - � 0. GCr Too" " - I . I LL NQ MAXIMUML - -- � ��.� I 11 To -WST*G WOOD HEADER. , r LL.... .� ACQUIRED 11COT LAC SVIEft 0 DESIGN WIND LOADS SHALL at Z=AS PER SE0014 1609 Or IIHE ABOVE MENTIONED CODE. For A BASIC WING - 1/14'0 . 5/6' WOOD BUSHING, AS DMRIBUTED BY ALL POINT S(AM 0OLT & S-PErIALTY ITO WRR=NDL#4G MMMUN PAKIA LENG114 *L!A SCHEOU - I I I - 1 , i - 1, I %- - wow VELOCITY HURRICANE ZONES (M BROWAND COUNTIES). 4'0 LAG SCAM PER N.C.& -0 0 Cu CIO MUM "O. DESIGN PRQMRE . - , Tl111VV1=*. FIRIVPVTOV I - Z. 1'.. a) EQR MES I 000 E-2 Hag ffm nowl mmm mm MUG R.Lf Awam " -10 F.Srom wow RLADI � � -11 PLAT M ON CKC I I It lk, TNPEADEIAUOI�.%11. SPEED AS REQUIRED BY THE 4VIOSDICTION "ERE STORM PANEL 011 RE INSIALLEEL AM FOR A DIRECT11,01IIALITY FACTOR 0 -0 -0 �,� � 4 - To EXORRI; wow mkofn XD-a-S!L LOSING ASCE 7- A 5 ADD SHALL NO EXCEED THE MA)AIMUM (",Q) DESIGN PRESSURE RATINGS b(DrATIED ON SHEETS C 1) VWWM THREADED PENETRATION INTO WOOD OF TAPOCON ANCHORS SHALL Dr. 1 112- AND ,- FOR ELCO PA4ELMATE PLUS =ING =MULL E011 NUA"A= KM CRUE & C01oICRETE W= STRUCTU A F D. � EDGE MgM9ka --I- ,L:�� "I ,� ; j ) -0p.m, !I -,I, ALU, 11 1 ), ,I IT I -- � v4 � . 4 . It S. 3. 9 14RU t 2 & 17, 1 e AND PANELMALE FEMALE ID ------- .... :_�� - i IT- - - I �� \ I ----04C-t. 114-1-S-M& I rA Eolotr(j) -, z A T.�,. >I- , � " � - , . - _L' '-,- 1 6 C 7;e - " � . - � I 0 vxr - � --- ,, -4 , , Ek VID 0 X, � � � �, I QC A - O , DESIGN PRESSURE RATING BY MU IPLYING ,THEM W 0,6 IN ORDER TO COMPARE THESE W/' MAX (kS Dj C 2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOW MAUE OW SHALL BE 1 1/2' NO THREADED — � �I " , �JL '. , SM ESION PRESSURE RATINGS INDICATED ON SWEETS PENETRATION INTO STUCCO SHALL BE CONSIDERED AS; PART OF THE ACQUIRED THREADED PENVIIATION, 14 I H MA"Al ANCNOIOS SOACOM MR 1� 0. - 3 ilr - APPLICABLE 70 A I 81. j , REWS All, It* olc� W/ '4"', � #" S� DEDUCED To A'S & 11, IV, � I �,� LAC Sr = wittily PAT*- I ,;&. AARW,S Tc- ] A.&OVICIN -ANAT, —ft SECTIONS IF 4 - , W., THREADED PENETRATION . I - t4j, 0; V VERA Y THAT ANCHORS ON THIS RE 0. AS TESTED WERE NW GYM STRESSED, A ,34% INCRENSE IN AULOWABLE . C) LL — (S.= Al, " I" TTIMT11OVANA) LOAD$ WAS Wn USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD RAS BEEN DETERMINED IN C.:!) WIVIMUM EDGE INSTANCE OF LAG SCREWS, IWO WOW SHALL BE AS INDICATED IN THIS MWING 1 -=4=1 S Tg BA PRESSURE TAIPCONS I CALX-M I PARawit FWALE 0 1 ww . .... ema MIN(" "Jal. 11 11, 2 g r X4zMT1*1/ I I , /�, = I -�� .W. RATING -- ORIGIN -0 (h.) i A or EAW Orm) � - 'itl!6 ACCORDANCE WITH N.D.S. 21MV CIO 0 -6-0 Lj m _ 'I , , E MAL /V, - ". �� '.. I- — I, CON'sM 1. � - - , , . , i NOE a"POW) AW NOT It ma&� , Sd, cp�.Q m cmcpm 'a 0aloclum To C'SoLsm !To CONCRETE BLOM 'L - - I : � " 1 -4 E DETAL 1/24 & S70W PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE VAIN SECTION 1609.1.2 OF CA) MINIMUM PENETFATIL" OF WOOD BUSHING SHALL BE 5/8-. T14- 0-20 SCREWS USED SHIO41 BE i 1/2- LONG MOMMUM M 0 1 +66.0. -75-3 ". OR LESS B13LYM A V I'll —= BLmK I ajxx I ! I 1/16' 1 POP Run @'-L 114.1- S,WS j- -- THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS #011114,111-01 AND 00219.02--09. �s SHOULD 7UCC0 EXIST, ANO I" MINIMUM FOR WAU;-- WITH NO STLACCO. > 12, N/A T Ir N/A 1. v (MR) 11, 411AW" or EVERY 9 Ek SAID OF Q) F .... vt- . U) 0 10. _7&3 1 2 7/11�, I BOLTED I ,v a . - 12- f NIA I 12* N/A I & "I I I (TP) " � "v PER SM U-09 & AM E =-02 STANDARDS. ANO AMERICAN TIEWITIC LAS SOUTH FLORIDA REPORT 11t23,01-10 AS PER C,$) IN CASE T AT PRECAST SPONIC. OR PREUST CONCRETE PANELS, STUCCO Or WOW BOARDS BE FOUND ON THE t,91MING, -0 E a) L- --' - -* 1. '. v (BOTTOM) - I ,- 1AS-261 AND TAS-203 PROTOCOLS, ARE AS PER CALOU'LA14ONTS PERFORMED AN )VOCORIVORCE W/ SECTION IE04 OF THE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRICTURE SENIND SUCH PANELS. L- I -61 ,_ I ----t— , I I - - (d .1 FLORIDA BUILDING CODE U) UJ -f-A, I 1 3 1 10, r I S, - WWWW", Itegaor - � (= a7AIL 1174 * 'i I ANICHOWE SHALL BE AS MENTIONED IN C 1), C 2) &- C.4) 0- 46:�-M3/4 -L LENGTH — - - - I tff�m 0 �') . � PANEL. � . - -- - NOTE U) 40 2 6. 1. V (BOTTOM z - -�-IA actow, - CIO a A V6,24LISM/ 9 ,�&� U,& & WINOW AT OVERLAP & 40% OF PAW 12' 3 6' - - - - I I I , I, k, " 14 IF - _ � �,, 2' 5" 1 8* I � I MCAM REQUIRED I ---Cl, Z ALL, ALUMINUM EMPLAWNS 10 RE 600-TV A",v AND TEMPER (UNLESS OTHERWISE NOTEO) SEE SHEET 2 W) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of DAL RECOMWNPAROVi AOYD VE-MMATTUN5 IDA THE ANCHOOR'S MANUFACTURER. — SERIES 1000 � I I I - Ile,z . m C I N/A NlA N/A N/A - - (WHOM) - - to I L,n A. t -K14 ALLOY, - 0 < N/A N/A 12 1/2 2 2 0/14 %r 1 tl4*.2aw4, �., W. * I 1 ALL W4UONUM SHEET METAL USM AT CLOSURES SHALL 14AVE 3105 - INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION t THROUGH 6 (SHErTS A . -- it' - SEANKIKIN - I I - - I S PANELS MAY ALSO at F -0 . — 496A. �75.3 - � . . To GLASS. � . 254*11w/ T THROUGH 5) EXCEPT THAT HEADERS Q & (D SHALL NOT BE USED. 7' N/A I 6 1 4 1 - SEPWA-Wk - , I M1/1811ww1/-w q I 4 ALL SIMI, SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL, AWN A-653 GRAM 50 MINIMUM, G-60 CALVANI N/A 1. 12 4 1/2- N/A - -- 70" M LESS -2 9/,#' w '. i 9 As I I -L 11 ZED N/A 31 (TOP) To GLAS$L I I .I. HOT 12' oc LT? STEEL DESIGNATION W/FY. S2Z K. (MTER AGAI — I E%Fv�p OVERLA" 9 'i 2 1/4, MIT, ! _Ec)� AS - I N/A I I/z' /2' N/A I` I'M . �= - ----v- -, 12 SEPARKIKIN— 2 IL IT SHALL 317 114E RESPOWBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE ITRUMPT WHERE SHUTTER Is TO BE 12 N/A 1 12' , 9 1 ta 1 ^,020a/., - 10 atASS, 1 1/4*�?!w� h, 5. ALL SLAW TO RE STAINLESS WELL, .)G4, OR Jtfi 4114 STM OR CORROSION AMISMAN'r COATIO CAR" MEL AS PER CAN ATTACHED TO INSURE PROPER ANCHORAOL THA SHUTTER SHALL ONLY BE ATTACHED TO CONCREIL BLOCK OR WOOD FRAAW N/A , _L_ _ -J. - " I e SM161 Wl 50 W, YIELD STRENGTH AND TOO k. TENSILE STRENGTH AND SHALL COMPLY */ FLORIDA BUR�Owc CODE SECTION BUILDINGS, - � , �-Fw!l 241 -1.l.4- -12' L-18070m) I k, - — i I " -] I -- - N/A 1 12- N/A 12, 1 N/A 12' N/A 4' (TOP) - 11 I 11- A 2 A/"- I. - / 1"Te'v, _ - . j I -- 4 - - - SEPARATION - . L . 3 11) EACH REG" STORM PANEL WMI LENGTHS OVER 90' AS PER SECTIONS 1, 2, 4, S. 6 AND ALTERNATIVES IW, 3W & *W ON � of TO GLASS, t! EVERY SHEETS A. 5, 6 & 7 RESPECTIVELY, SHALL HAVE A LE&BLIT: AND READILY VISIBLE WR?QNG WSTRUC71NC OWNER 04 TENANT TO 1 12' Il. 1 4- (BOTTOM) � - /I I GTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING — ------" 9 1/2- I __j 9 f ; 8 , 12" 6' 1 . I EVERY OVERLAP 12, 12" . it' 1 , A - - S VOLTS- TO BE ASTM A-M7 GALVANIZED WEIE- OR AASI1 AV4 SERIES STAINLESS MEL WITH !AS U,ti MINIMUM YIELD SIRERD I I t J j I 4-- I - -- 'it ( 1, - 7� ANCHORS TO WALL SHALL BE AS FOLLOWS, 11 THE INSTALLATION CONTRACTOR IS R) $tAL,/CkULK All, SHUTTER COMPOWNT EDGES WHICH PDAMIN IN CONTINUOUS CONTACT WrIm IF 01ARED TO MO P�a t, A.S,Q "ON PRESSURE Roorsoo, = - - d I 11 I e I 9 - A R, �, I I I ii- 2 I I THE BUILDING TO PREVENT WrNO/RAAN INTRUSION. I I 1 . . � t�l g (A) T9-jQLVV-NrPQiM SX-WXja, ASK SOW 26 FOR ANCHM FrK AT SPACING FOR INSTALLATIONS INTO 111001) + REQUIRES M-- DISTANCE BETWEEN BOTTOM, OF PAWL . I 11 I t56 -- - 1/4-to TAPCGtL ANCHORS &; MANOUFAICTORED BY llt.W� BUILD". INC. JW�, e-3192 P) 12, STORM PAN41 I I I I �� v I I 4 T�NSTALLAFON SKALL COMPLY WITH SPECS ININCATED IN THIS DRAWING PLUS ANY. BUILDING MO ZONING REGULATIONS FIWIE OUKDM AND 0 TO BE- 1/2' - , 11 I 1 1 - I -In ANGMR!3, * MANUFACTURED BY DEVIAL4 94C 4E ,AJRAMr,T*N WHERE PERMIT AS APPLIED TC, MNIWAA ANCHOR SPACINGS AND AO?MUM EDGE DISIMIOXF ARE INDIXTED ON THIS � j it, � 11 �- 1 1/4' 0 . 7/S' CALK, SQRIEMUUI� FOR SOL IM THAN INDICATED DON WNMVS KINACE ANISFOOR SIMCM . L!!!!Jl r � I . OIL— - I � . I nA �., - 1,CS A 5/4' SOUD-StT ANCHORS, AS DISTRIBUTED W ALL MHOT SCREW, BOLT III SPECIALTY Co, I3, (.) THIS PRODUCT EVALUATION DOCUMENT (P.E-O.) PREPARED ST THIS ENGINEER IS GENERIC AND DOES NOT PROWDE INFORMATION � 4- 1 �m S� A I I .1, .1 I/ '1z I!MiII f'-MAtoo P',L0 BY "TOPma, Smoom SHOWN ON SWEALAK BY THoF FW404 F=w-& FOR 9-i I./-- �,�. il I I -1 -�e - i / v J FOR A SITE SPECIFIC PRWECT. ,.*- WHERE THE SITE CONDITIONS DEVIATE FROM THE P-ED I " INS OPERATIM 10 BE POSSROILt REDUCED SPAQW ORDWED USIRIG W SHALL � � I ,� 1� I G t 11 - 114-10 PANELMATE FEMALE 10 & PANELMATE PLUS ANCHORS� AS MANUFACTURED By ELCO CONSTRUtJ101ol PRODUCTS. My RE LESS THAN MINIMUM SPACING RIDACATEW FOR EACH AINCHOR TYPE 70 - , . t ---- ---- 2 - -1�-- 4 A -i- 6 12' O.C. -� 1 # - " v- I � 1 - Ile* ZAWC NAILIN ANCHORS, AS MAHUFACDJRED BY DFWALT, INC I I --� - I I , 1, , - .---- - � I " (h) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUIX115 LIFE SAnFTY OF THIS PRODUCT ANCHDRS; LECM --- I , , . frw m-, % I BASED ON TRIS P1,01 PROVIDED HE/SHr DOES NOT o"AAE rpaww CONDITIONS 'OETpuln IAN THIS 00murNI 21 ------ -- � - I I !�� A, 1) MINIMUM EMSEDOW OF 1APCON ANCHORS ONTO POUREU CONCRETE SHALL M I -V4'; 2' FOR EUCO PANELMAT11 AND CONSTRUCTION SAFE'ry AT SAFE IS THE CONTRALrOR'S RESPONSIBILITY LLI'�-- + + RMUAAVS m- DISTANCE WsEEI* sorram Or PANEL ,- I 11, v- - � I ", ANCHOR TOR !A�9� I .- � F �, i, IV, FANELMATE FIR'" ND 6 !� - - I lt/4� FOR ZAMAC MUN ANCHORS. � . Ao AND (D To 8L S/Hr S " � - -yiJaMo-I'V4, MAI, "I 2/8, w" *11*54m, C - 4 . . I 9 I --I �W200/1- M.S. TAPIXOR 1 I I .- -est; ftan I- Paumv) 6,Uv7,-T" 12 t/2- ALC 1 , ,I , 4 � AtcHm weamoct I..) 3 2 Ift � - 1� 4 - -- I, m. - PUT A58 1j4,o-;Ro,:%j4, A.Z) CALX-1N TO, SOUG-SET ANCHORS SHALL BE EMKOOT,D Ile- INTO THE POURED CONCREM NO EMBEOMCNT INTO (c) THIS PRODUCT EVALLIAkTION DOCUMENT WILL, BE CONSIDERED MAUD IF MODIFIED p" -:Tc- 11 , " i L 2 F STUCCO SHAVU BE PERMITTED, 1/4* 0-20 SCREWS USED SHAU. BE 1 1/2' LONC MINIMUM SHOULD SAO= EXOSI, (0) SITE SPECIFIC PIRCUELIS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OP, ARLWMIA�7 *H.104 WI1UL BECOME THE - �� -5—po 3 j T H � � ,A.1..='Zq1D. ,QWu- . ---&j24k;,,.xlw Y, - v - =811"T"T" WD*MT" OF FIIATE� AT r -, OR 11��nW' AND I' MTNTMV PON WALLS WTo,A TOO STUCCO, AND MAY BE HEADED SORM OR ALL THREADED -SCIRCAIS WIO HEAD, ENGINEER 0 RECCRIN) OLM�Wri THE PROJECT AND 'WHO WILL ,BE RESPONSIBLE FOR THE " 0.7 3 -;--- - I i , ,,is 2m DR "t OA Ok FOOL I , - , T"Al -ii I' WS , III/ 71181twul 'A HE I NSER OF RELOAD, ACTING AS A DELZOATED EWINEER TO THE 1101111111. m omtmmm p7s-,X. =" a ,2, 0 - 1� noYE 16 eFLOW) L wkwhN 2* " BUT WITH WING NUTS PROPER USE OF T, 1410, - fx"* SEA '00 , ,/4`*.v4 i;,= - 4'# LAC S= P.E.0 ENGINEER, SHALL SUBMIT 10 THIS LATTER THE SITE SPECIFIC OMW94GS FOR REVIEW 0 V — IF J�! W/ A-3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS W FOUND ON THE 1,1/2* 115 - A, *Mw . i - U`,� I 1)2 W, THINI =�� I TAArcN EXISTING WALL OR FLOOR. ANKIKARS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE OJEHINO SUCH PANELS, W THIS P,E,D SHALL BEAR THE WE AND OPTOWki SM -AMD SIGNATURE OF THE PRADITMIOVA - :61"W24AVOLMOZ, � , �, d&m a PLATE ENGINEER OF RECORD TW PRCPAREO IT, Ilr 50 " DR ON EDGE A , Kwoim . I I gw 41 wool) "I 04 ON Im ANOPKIRAOS SHALL BE AS MENTIONED IN At) AMC IN A.Zx I - - t � "I — *1142;tm rw ----------r I too 103 I � � — - . � � � 1 1 , (R) T,-CO=NZ-QXOCfiEijBU�-U-AV-ULS,-�1 ITIL SHUTTER WINUFACTUIRER'S LABEL SHALL BE ALOCATO ON A READILY VISIBLE LOCATION AT STORM ------ I-- I I- I -- I - I- ALTE" rw �. � 11 PANEL SHUTTER IN ACCORDANCE WITH SECT" 1709.9.2 OF FLORIDA BUILDING CODE- ONE LABEL - - 3 Ayr SC&E 1/4--A' � z i , BUIL%�ING - t/*� 0 TAPOON ANCHORS AS MANUFAOUFSO BY 1 1 W BUILM, INC. HALL BE PLACED FDA EVERY OPENING LABELING TO rOMPLY WITH SE I 7 .1�3 OF E � - CRON 09 TIT . . - 'I - -r FLORIDA DLOLDING CODE, � I i - ".. . ...... X�`ev 7A CALK IN ANCHORS. AS MANUFACTURED Ery DFWALT, INL Noll, I - I - /4 Sle SOOO-SET ANCHORS, AS DISTRIBUTED BY ALL PCINT Sr,",800 & SPECIA1.17Y &O 01111hy, , �:�< ALUPMATLYLCA , , - #14-10 0AMELMATS FEMALE 10 OELMATE PLUS ARCH09% AS 0AAIjUrAL7tJRCD BY jO.CO CONSHNICT*N PRO 11 I _.,0#VMI I- ANSIALLATIONS ARE ONLI wril" A'So. !gaoti LOADS piliffint" SICIALE 1/4--l- __ , MV010111ANIA041 ,jp TO +66c, -7!L1 M - IT I , AS MANUFACTURED BY DEWALT, INC N, TIQ ,a P14.11T W=4 UP To v- to. E FE. -, ", . � "M - 11V 0 ZWAC NAIUN ANCHORSANO PAN ,,, -- I '0��o P,� lit I NATIVE .4;'W " I , &� �Jk�N, , I /4"N, Z FOP NEW WOW = COONCS71,CTIOSH WOW OAE�4111$ TO RE SOAJIHERN � - � , A 4/,O� %. SCALE i/4-- B,�) MINIMUM EMBEDMENT Or TAPCON ANCHM, FUCT, PANELMATID4 AND ZkW KWN ANCHOR. INTO THE jW1Cot-\yCFjv. "'I � _conno Zone) Axt AOSITY . , .. . .. ..e - PIKE N.- 7 W/ Q.55 "OR SOLAL I - � ,,w�� . ILDING CODE (Nori High Velocity H JeA� �%CENsi �;,-. , �. �ca .1% - FLORIDA, BU --, , KOCK UNIT SHALL BE 1 1/4. . I ,;� �Ir .-* lye S -9F 1 smoc mlwo� *r- ITO, -.11"Ir . wl - 1. % LORIOAA BUILDING CODE (High VelociLy HIM cone Zans)l I � I �� : - RIDA RUILDING.CODE (High Vowto0y Hior on" Zone) 9,2) CAILK-IN & SOUG-%-7 ANGHOF* ISKAU a' E143EDOED 7/W INTO 7FIZ CONCRETE BLOCK UNIT. NO e DaIN,%,44 ! 24 OAGE GMYANIZED STEEL STORM PANEL Do," w , No. . . fiam-lAo - :- ., "m IN= Im:`. 20 CAM GALVARMED STEEL STORM PANEL P.�,,Y � z �' Alo� 4 . - OQ(Nc 1,01m � Mulmum S-iQuA A wo . * - ;*5 741/im 2 , Do" W; AND I' MINIMUM FOR WALLS WITH NO STUCCO, z V,. -------\ , :: ; ,, m DAMON WE SKX"FrA1 "s 20 GAGE GALVANUE0 STEEL STORM PANEL 'A STUCCO SHALL BE FERMITIED. 1/4' s20 SCREWS USED SHALL BE I 1/1' LONG - 2' ,� - TVEL1 AS FAIIM X z . � IT - DAL PRMCTION , z * *. * ---------- I =mm 1 D; 4 - I VIEC —0. 41.0 PRODUCTS, U.C. AT ., - - _f=g ,0S DIA , r�m,%,-= . �. / IL - t .0% ED -,:�- I Ivoo) CA 20." P2 ;p� �- -'-- S OPC ---- �- 4L $1 S"M �.P-. � - �Ft ----t-- A/ 71 —LTgC —0- \ GLOBAL PROTECTION PRODUCTS. LLC. — - , , - -- mom PROTECTION PRODUCTS, LLC. ""'ll"Ro Fl� I 11 -0;14. W" - IIING OAV. I , DOTO:7 81) W CASE 114AI PRECAST STIONE, OA PRECAST CONCRETE PANELS, SnJO0C OR WOOD BOARDS BE H - 52L - I 'Rom, too,Dww-� -"- - 20-175 , - �- .� I AM S.W. $1 SIRMOR ECIIII �,`i a TILTECO�11- \ POOD S.W. $1 STOW - EXISTINC. ML, ANCAKORS SHALL BE LONG ENOUGH TO RE&GI-4 THE WIN STRUCTURE yu�ll -, , III - � -�, — 'A +� "&.- I '. "I - / iOPAGE SHALL BE AS MENTIONED IN ELI) AND -14 13.2) I . W� --- --- "O. '... I '90 V9 ,w "AL VA. =1 20-111 � .1* --& QAVOL f, U3, ANCJ 'I;.," *2 - — - - 7548, f4L M4)05-&M �, I", I,,., N,6,XwF,,& r ISH)s, -176 "Oth 'I',"",' - " 11. M-- I - , -I — I �� .Y , . NO -11,11,11ts/4 4�7.,O' " 12�E (04)M 0111'em NA,1 AN BE Coma,,Kv P! AN"' MHOWN & ANACHN L - . / "wr,wr-* P" eNOT 20 � -E mg/sow,"It `VLTVTXI ,.I ----------- - - - PA)."m RZ11- am '41 - `-R, I I - - M3 - -- - - TlkltaTn,,A� WAVVIONNIUSE150t OA-000111711, 1 ;1 OW 25 OF VIA N I quIr, ItHsAFTER lRMcxS km wo MAI olanmAnw/rvox - - O`,-0(XwI9 -I! — i- IWWAHD ., , � & 14? i i . "U"V61% Jn tAg" !"i 97 t I - I - = w1J1oiL-- �� I 1 , ` 1 � WISP, a twIts .1 11 , I I I A I . w I mi - RMLAR MRM S' VAX MCNORS (SEE SCHEDULE ON_ _________" _ _ ____ . 3* MAX INTOTOURED CONCRETE QR ONCRETE MCK KRUCT-980 --1 I MAXIMUM "I'll .a.f.j AMD CQRRMOWMQ +2/4 *1/4, 3/4, 4^ 5,15 & 0/5 iNSIALLAIION DETAILS FOR REGULAR PA I OMPMENTS-10B REGULAR UEE SAEEIY & E-Z HAN9 SIQRM-YMEL MUM$ t�MP&Tm 11 SCHFIDULE QNLXFOR IW/C 21I 3W/7 & 4W/7 (SCALE 1/2-11 IRQ POUREQ 09HORETE, -GQNCKM BLOCK A MM (f) I .... ... SHEET _ _ II - IS 9, 10 &II) - , I- minL A -I' MIN.- ------------,.--- , - -15.1w (IoTAL A%aI - -- ----- -,-.--- ---------- - ----2.%87'- - - Simi uS0 wxcmmm 6 0 � -1. r - =&FOURED C01,10"M Evv. POtAm CONCRETE � � 10;�' i V AT lGe JQRJ9ff= --- 11 4 - -1-1 a PETE KOCK I OR CONCRETE SLOOK I 12,SW (EFFECTIVE WIDN- -- ----,, -- .--- -------- � i I - .- f 11 � 14-W14- atsm-agn-z-&-o-A-9 OR -1 - '-I- - �- - r -I ---I T- -- f- -3 -- -� -r- - F T:-" - `-r"--t-r--r- --T-r-1-7 ---- i I o D.M., (D ,0.(), 7 11 REOUtRED. r-------.- --------- 91- - -- - 6 7/4" (TYR.).. - -1 - .- � ,7w"- X RIVET1133 T' " ECUIRO � � To WGUE 0 5 1/4' - I I . .1 � I . . I I ! : CONCRETE ANCHORS CONCRETE ANCHORS . I I I I I .3742,�- a, MR= MQUh= AT E&O-W* 4- I ----r- .IT I I I I . 11, 11 -- 11 - N1, .125� VOIN mgxt-a-" * . �,;�,-? -1. . - 1,250' - __ �:, r at MAXIMUM PANEL LENGTH or 9 I 1 1 [ 1 ! , � i i I . - - " SHLL� V A�ALAIGH -- - � -- T EXISTING POURED J =. ,-k -I'm - 1.3w- - 100. .wt � Das, 0 121 "/ED) (a). @ I i (Sa SCHEDULE ON (SEE SCRED&WE ON �,�, , , - . r-l"* - � I I 11 "! I !, ow toll MAXIMUM PANEL LENGTH I I I 1 � 1 1 somm 9 THROUGH ILI " 20 (2D Cowwr OR I I I , '"lo!' 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I -1. ��,� -- �,,,, � 2-370' -- - ms'! I t I I "". I , lL-----1---J- ,. , --- I I ," � ; �. I 0 , - — — - --TO-- ma w-3, 1 S*-41 'i�' ",", I ,,,��.��,,,`,� 1) 0 � Typ- evrom ELEVATION I I :�'�, 11112, . 1- (N,T.S) , - m t7 - - ".10" of Anta AM" ,�i7a ,V-7 -- ---.L-- NIT.S� ,lr ma� GAP, ', 1 %2;wlvl "I '0, �,Lr, O,c ! : I-. 4-4 0. - , . 2.58'r ; 1 - j f(AS APPUCA8W I - 3.7 1 So- 2-S z W I , (�) -2.tav [----!tv.o - 5'- (MOIL ME wim z I , ��.��-!:n I I I � C5 � i - - I I= W'S"", NON, CONCRETE BLOCK CGHGAEF, =s - -,-- ,,", - 1 HMO' ALUM. AULOY I - . ---I S'-6- 1 f:sv ,1� ". I � -1111t L . - --- -A � � .wl' 4r) -0�;., A SU SoW 6 FDA ADDITION& 0 .. if ims, - � @��-- - D, - f -3a (SEE .. �11111 ; ( (�) KU HOU M PARM ---'�- - 1 je -- - - I � -1 I/.- - S� U.S. W/ MATA . -I I --.,r --- � I � 1_ 4'-f- 1 1-11 , - ox. . SKEEM 9 )HF-.Ww 10) -`� , a 241 .8 11 I - L � -5- 1 1 Z�- w %�T4 " , I -- -.Iw- I , v'"'\ /-NJ � NIII /-'\ /`R`R`\ 1 0�7 �� . � iXUATOM IF S6EEVT UENGD, IS 1 J'. �. --- � - - ,;�, .. : � I f ml . - �1125 ONLY VAUD FOR 4WALLATRYIS INTO I 1, \-/ -1 EXISTING POURED CONCRETE I I � I ;-/ N\----./ \.T-� � a a�ro. i A " (�) OR CONCRETE BILOCK I . � - (�) =En 2 I f , (TYP I WOW STIKICTUREIL MINIMUM SEPARATION TO VLASS SCHEDULE Mo. GAP \7-/, I - 11"11 � ,I I . I � law 11 4" tl.Tw-� I -A ,� " iagizw;6 REWRED. i I �-f I : I t MA&AERM � MAX' Um. WIND Spm 4,; 170 .,, I WIND SPEED > 170 .,;Lh SECTION A --- 1,� ALTERNATE CCINCRE�71 CONVIETE CONCRM ANCHORS AM USED. A ; i I . � LCHM I N.T.S. ANCHORS -9s�.N�=WMOCK REQUIRED. STAOMFID Wil STCD L�,. - - - -- - -- --- ---- —2.ow-- 2.OW L � 3,75W 15111413. M A) ...---.- - (SEE SCHEDULE ON Q -l't I (I") UNRESTIlAREP RESTRAINED UNROWIRAINED1 RESTRAINED (SEE SCHEDULE ON - - !11*25w1 - � ---- I 14,' low . .MIT Room SHEM 9 THROWN 10) SHEETS 9 THROUGH 10) I11 --- ------- I- I - 1.�Il — ===�� 30 ORLESS 11 I. r 1 6 1/4' 1)(4 L+. gr FOR A G Al!L01 or M. W O.n.. � � 7 . t_ L A GIvVo(%7=ft. DESWma � , '. -I 7 —IIr ,2) (2) W. "If HMO @) "U" jjrMER ; i � so AT - � I135 70 so 1. — I t127 POOCENa TO DETERMINE 14AXIMUM PANEL USIM* -0- ! - -I ----A. I I-, �� GKOW A POSATIVE A.S.D. DESIGN LOAD, DETERMINE WAXIMUM PANEL LENGTH �L+* FROM SCHEDULE. MIN, TO S� max. ------ . ; I - -- -21000--� � 7 1/2* 1 7 1/2' . OK14 A DONTIVIE XSXL DESIGN LOAD, OETERMINC MAXIMUM FARM, LENGAH %�* FROM SCHEDVUE- Ll� � -, j - FINIM. 1!:NAAJMO:�� PANEL LENGTH IS EQUAL 70 THY WIM DETERMINED PARIS. LENGTH Moto NA"OUNTINQ I out= NOW (R MULALMAL 6B) - I 1 1/2. 1 gowmw `T+� 1ECTION51! MokEno ANGLE Ito (3) SEE Sclow Britoil, MINI PANEL L04GIN POROSITY SAAWFICowl". I . I 491p; Ajw3w-u2m_- q ji -A IMCK U ?AMA. 10116 SCALE 3/9-1 SCAM .1 I - ---- - 21.0007-38�� ARM I -Tfi ALLOY ,,,,",Vn,nI .R4 , ,,, to Ao4 m t INSIALLArO6 INTO W= ARE LIMITED TO ,t 95 P4t, kOAX. k&D, DESIGN PRESSURE RAM I I _ . I , �,Zoo. ,, 0 1 X WK) MINIMUM ENEL - t"1101non"', , ,��1� �,JkZ/,;\� 1 11I I - .- ' � (USe ONLY FOR E-Z RAN(; WORM PANEL .S1XI,5* "M"TA-2-N I WrWI-1wr 'It Asq, to &-I D. DESIGN LOWS OF = PANEL 6 11 � affM I'll . i 15,0- . j 1062" II�EN - ,J� I I 'S =14 S0A0ERz"=D:A`S1 i . � ,2 v oif, % SnTEMI) SoXI ALLORL ALLOY III, Ile F 11. MKCT 111, *U* *F* §R1 �: , " Iq ,-T,-- ! 1, r 4 � NON -, - 115 % I HEADER STUD , I 11 .." ... ... /�N - !I,- ". r ` ' 1 - &(J - oc"fty Hur t = 1.4 .!�M- . EN %!t�%� - 75, 4ij�� " I ANGLE A.5 = 0 I , �, 7M- f- IA25-- e-' , No. 44167 ** z "IDA BUILDING CODE (Non ftigh V#I coris Zone). MOUNT W.Am - ,- .. FLDRIDA BUILDING CODE (Man High Velocity Hu cone zontem)] .. ty Hour cone ZOTI � I Ej�� ` a qw " ��-- c I -1 F.P. - 32. '. 1. w w SO, �lF I alm r4mm VIC FJ� I * %- L - -* ,I �*z ,** .= I-r . JF V� mw ILWXA w- FLORIDA BUILDING CODE (Nor- High Valool ". * 4= Tmm OC. DIRECT MOUNT 46, it 24 CAM GAILVARIZED STEEL STORM PANEL - . . 12r i�.%. " " .0 - , E 24 OW GALVANIZED STEEL STORM PANEL - !*,' M 44167 ' . 24 GAGE GALVANIRED STEEL STORM PANEL ' o, 44167 ".. S wwm 2", . �m. 1. � * betION 9" . ". 4'. Ss� ploweit w�, -�mimmm - -1 z : "e --f., - - I . - I! - -- -- IV - -Sr 32. 3e = : I i Sir -., I - SECTIONS - - - - - '21. ---- � � - -- -- - TS-X1 5� VVD -wAr . - * I - Nwu 09m AT -- ISYE - \ GLOBAL PROT 7127ilkalk IV- - — 60 1 so' `* -' GLOW PROTECTION PRODUCTS, LLC. 67/21/2.M ED, - EDGE DISTANCE STATE OF, T,�v - ,-----, �TILIECOIJOC, ECTION PRODUCTS, LLC. 0 — 11". TATE OF I'm Sl-- , o,w- MIN "' STATE " 71-ME C —0,... \ GLO PROTECTIODN PRODUCTS. LLC .,r -;�:TRACK sr 3r 32, 42= 67 ::> T - -0 Sw COMBINED W ANY WAY TO SOFT ANY � - -� 'c"..." " OIA-� A" STROFT - I !�;R�- -� �� \ (SEE SCHEDULE ON TOP & 80,TOM MOUNTINGS CAN BE 6 '�-*' � Mp') , 1�20 � � ,___ :k I t 7 SEE , �7.—, 14 j_ _ i S, -- ' - - TOLUT Tw .m S.W, 5 *r TRACK Akw _,, _j;,7,W em &*I At Smw t� b;,. 'tORlDT" -; --'- -- - a�E��!= Stow IAO4 w I w - ". ORO .. -1,e 7 --� DAME FL =1� =wn - MSMEUTILOwom , --- __ , SHEETS 9 & 10) ,,4 ""' ". MO Plot) .�, (M)W�7W, F.-(: M-)OW-M � 72R& PAY -Sm 20-175 '0 �, IlSop _7501 w ("�)mg-tm 20-173 i , ol� 'E�54, 1, A 1.410-* r-mm-"r �, 20-175 -2!L- --2!:- --!-8L-. , F,"E7 W)M gRuMitoom , ve4w- 001H)RAR .,, VAW- rL -!!:- §� 1� I 1, - �, � , A, A, boww"a ex; 1� w I fAA CWIP`All 1 -A A0.14WA, ORMAND W, INSTALLATIOk — , ,A, 8 8UIW=W-=-R&% @ & I " a-oomlo MlLar- I tA0011,17,10 - CA-ItOw's � (9 -4 WMHERE12 WINGNI) . � it , , a � t. - 1 IxH�I,I* mkw.A* N,,� 1 SIM 2 OF 10 WOOLISA A ""'fn',,jX=0v--,-,--e: , I - - Em ! , Stim . so As wooklm A I � 1 - '-I- F-91 I! f PA. , 1 - I A . A sw PT- . 1 , 1, - - --- `Lj �kAff? ; 11,421 3 Is to , 1 'IffiLo-'s, T I ,05w In .10:7 7t�� 1101tGA 0. IT 4 1 1 - - -in k . 118 .JAN= (ZAWC 3 ALL" I - - -- I . - I -- , - --- ----- - INSTALLAITION DETAILS IN"T LLATJON DUAILS FQR REQUAR P NELO) INUALLATIO 12MIL5 FOR BEGULAR PANEL CU 19QA99-D INTO POURED CONCREIE OR CONCRETE BLQQK STRUCTURES A INIQ LNM SIRUCTURES �1` .1 ---7.---iw, N, ----,.-- - 1 --- - - ------ - ---- I - L -- �, -, --?,-", -----T,�- 1 WPARA - TODIN t 1 I I—- ,,��-----�- ,,,, 7' �" p �� I � (D , , - , , 17" - � '. i � 11 , T ,I I I �� - 01 ',), —,-7�' , I ,� .---I-- � ,- -, � . , 7 1 _"OD ANCHORS , � . ., (STO G[An� I I - -, 1� � ALTERNATE LEG ALTERNATE CONCRETE , ,, . ��, hi , �� .1 -- " - s" .. � .1 � I j. I --- I � ANCHORS LOCATION �, ., (SEE SCHEDULE ON 1, �� ' /.-.-2hI- LT SCHEDULE /' - I � LOCATION � ON SHEET 3) 1 4,Ae (WIT.) EXISTING !m D -- � _-:_ -; , " j � , - ) - ----- - " - � � I BEAM SEQUI -ruk -- j�, � Siom I 1) I � � ". ,,, S%r L.-. AM mucr " , , , 1, 1- ,1 'I � -.--- —, �j � I - - ��"- - w,.,,,-.m, : I" 11� ,� I , � I I I I I 11 , , , - ! i , , �- --- OF UPSTHNG WOOD I � 11 " I I Cn CONCRETE ANCHORS I 4) I I I � � -�j�VLMIS`eilg (SEE SCHEDULE. ON il, , W _ DUSnNG POURED C01,"ET". , A - mAn. 'to tl;,-,- - i ,'I �t , I , (SEX SCHEDULE ON AISTANG POURED COONCOI SEUS 0 THROUGH 10) OR CONCRETE BLOCK � - � . ` , , -� 11 ADEQUACY E - , ", -110-j SHEETS 9 THROUGH lox OR CONCRETE OLOCk � REiNeRm. I I � 1, " ", \ , � I ,,, ", I- , � � , " , i 1-11 11----l-11— BEAM 'to BE CERTIFIED BY - I � - -- I ,I L. a) I � � � , I 1 �0 RE 'I" REQUIRED- " I T , , . � i I � 4 .� - ANCIR)AS N I : I �, , . I , I p ,-I-- -- - -- ---- 'ARM LENGTH I - . �@ � I Itmit LEG "I GISTERED ENGINEER CIA , - �-f-Q CONCIAXTE WOW . : � 02 WOOD ORS - � � =-� ] (Sa SCHEDULE ARCHITECT PRIOR TO SHUTTER 11 , � 4 I I -- �` - 1 ' L I � ,. ANCH i . k I,---- ON SHEET ONOWALIA710N. . WOOD ANC40M **RO I" 111=wr , f5m /--� , I I \.) ! 'cl I I , L Go EQLT� REQUIRED �71 , , � --' - -- I 1 ve I I I I . I ; --- , ir ANCHORS ALTERNATE - ,�, : , , � p", ,I ,SHEET 11) i ,6, SPACER 1: (SEE SCH AILE ON 1� 11 � � i I I � I -- -�w m zvou, Mo je�r I - I I I SHEET 11) SHEET 1 1) I I i- T. 'S us-/ w . j I --Iu - . I . � ti 0, 12 1/2- 04 C- g I i, .9 O� SAW ,,,, � ,, , I-, , �z ,0*" : � ,SPACER / 1, -1 I " , , , , , � I I '-"] - � I �,�', �q I -, - (w! ,4a-F--0 � --ion= VzOw"00 F- I � , 11* 1 r U3 k0i OF 't I � _ � - ,;; SHEETS 9 iH� L -kK) - EIE SCHEDULE ON --- --,-- ��, �1 ! .. —�---— I ;wQA , ,. - qvw'sm, (D (D I jIle , �A I .. 11 �- -,,,, �, JIle . -� �' , t14,m: SS, � W/ Aw � . : t oz, I . : I I MAX- I CONCRETE ANC40RS - - 4T , M, 1-------f � . - - - 11 --- -- I I --- Ili WOOD 8EACER 19 - , , 1 � ;� � -- - LENGTH . � I -- L I I L -1 - IIAM HEACIER- " :t �j I/- I ,--.--,---.--- - I - I I _;�, ., 4 REQUIRED - ,� .�: =*W, 4 ,-,T-- - � - � 1 V,vgft, ; I I "MITI, L Ift' I, � I , , �! ,� I , -.,- . - - - � --IL- (,— -1, J.. . ,�,po-f%IO;, i -+--a U) ; I ED' 4, — I (SEE SCHEDULE ON 1/1 ------------" -- ---- -- I 4 1 . . I I REQUIRED 4 1 I ir � t �,-, - ----', �< - .;::::== i 10 --A 1/4' 1 �i� ,� , --- L i I , I I I I "e ,,, ! t ex. I'll I I — i j ED - � -- , , , . - � � � � , - I "I" --- ii E., . 8 1 7.1 ; ; � �1 I � - I WAJI4 0 1/4' O.0 -11 L, " 'VIAPIS a t/4* ALI: - 1�", 1-11111111-1 *0 1 ;4 I I r', ' -':' I `i I -- 11 11-1 . —1--j — — � " - ;� PANEL LENGTH � I . _ i � I 1 ,7 . WOOD ANCHORS — , --- - ,2. 1, -A! � , I I . � : : : � � ' @I- VIAX- LONO ALUMINUM SPACERS 9 12 t/2' � � L 4 . . , . (SEE SCHMUE ON . , . . EXISR1 , I I -u ; s �, . - D.C. (SEE TABLE it ON SHEET 11.) ! I � on, 1, I I m i � - F " ! ! V-11 1, � : ; (SEE SCHEDULE 1.�rsl I � T ;; : q� CLAS ft 4 �u E.D. � I J, Lu I SHEET I 1) � , ; . 4 I I j A I � I t SEE NOTE - BULDOV FOR ILARTATIONS FOR I I � i 1 01 5 ...... , I.' � (D rm= 11 W, i 11 - , Uz? EPARATION MOOX- 'V 'MAX, 1 ;j , 1� � .� 'I = .-,:. ,1 --T MOIL � ji, � I i/2' LONG SLEEVES. ISEPAMMN TO 0 � tl� 7 � I ; ON SHEET 3 1 MJF� I r.0 I � 1 1 , a � , I 5 I . C ! A 11 I I I -0 � I I- to GLASS. - I .1 I I PA1,4EL LEK � I , �j� CtASS'(SEF - I � "I - I � . I Twz�r - ON SHEETS I PANEL LEwit I I OIL, �- - I I � ia.ta�- : I'll- I � 11 - � I lt= SCHEDULE I SCHEDULE - � , � " L -1 SCHEDULE : ll.-A-mw I A : 0 , 11 (SE I 4 41, �AKIIIOR TO GLASS � ME SCHEDULE zz I,= . SAS tog To (Sa Sc.aw". I I . � ON SKEET 3) -A - - SANEV � I - I (SEE SCHEDULE ON 1 1 j,z.1a.0, ON SKET 3) 1 , ON SHEET 4) 1 ON SHEET 3) t- -- - �- � Stow 3) - AANEL MATE FEMALE 10 OR PANEL MATE � 11 M- SEPAWW 'TO G . . U.0 SPACER I , i f/.-20.1- ILI kw, � , L I � I �! -11* � �- -, - om Mo Ava " " SA ?OL� PW, LENGTH =7=61�`l ILI M I _. I �� 1�! , 10 j 1- - - -- �7' � 1�/*�E r -9 � I � --- � I � I ,- , I PLUS (SEE S0i&DVLE ON SHEET I 1) - Pill 40 r Wf SCHEDULE Of i L- ,- . A., .,� I , ��,- -- J wow mvaL I . � I . I I PANEL LENGTH t L Sllffl� 3? I- . � � AT - 2 WFORPolft 'L, mm 1 - � - ,I "I 'i I", i I ", I I im"A, o"m ?.r C------ -"-----L 4"- �J�j ' P. � � 4 11 I , - U)&'N 00 7-n � k I _ Axp ; A "'l, , I I I I -.1, IV, -L' 11. I . 11.1 (SEE SCHEDULE f--- -- -- - � - , I wom 00 r-OFT �ANEI. LENGTH I I � � ,� - C....... I , " "l SEE OLE - " - "" : - "I I ON SHEET 3) � (SEE SCHEDULE I r�, . I "a. -+ - ------,- - ----- ---, PANEL LENGTH (J"'L'', ' O � ") " , EXIST (SEE SCHEDULE E SLIMPATION I I -I ON SKErl 3) Ex)STANI; hw I - BLG--; TO GLASS, 2 .., I To � ��Dj � - I - ---- L -41 1 ,7 � _ __ ____,____--,--- , L — ri -I.-3)-- - I I i I PLATE REQUIRED I I IMISTI-Nq . .. L-� ` ��+, i j ON SHEET �I) SCHED . 1 , I 1 NIT' WOOD E-e��, � - Mik" FXAAw4 ��47-1 1 I -1� � � -I,-.-,- - - I GLASS. . \, I mk� . : CLASS I , I - - �=`VIOL! -'!:2, - - L ON SHE" 3) . CL - � --� * ', - .- I � To ON S14EET I Wj SPACER 4A I � � SCHEDULE i t -AV�--T-F`--1 C , . --- I � alum MOUNT Too, I Sa I ) � A U) I 50% :1 F 11 I - I r . I )� A ; j i q) � I,— - - = 11,�-.�z��-�Af- 1. .- I � I— �,� -.- A ON 11 OF It I OF'*L' I i Cj) i ; lj� -- -e --- + � i I I A aman 2w, - i I s< � � I : I . I , . -- .. , It - ul � � --twrl :U , SCALE 319.1- 1 i !A*X L f - " . 10 40 MAX I ,. -�%, . MAX � I ; I � � I I I'll -" I OF 'L7 �> ! - � '01 ,A� I �,�,�'�� filow I m i 0 12 1/2' D.C. i I " ` L ' � SEE TABLE 91 ON SHEET IT FOR MAX. PANEL LENGTHS a, : � " I I -SPACER_ i A Sox 1 1 -- -, MAX, ".O DESIGN LOADS FOR THIS INSTALLATION. i I - .1. MAX. ! . A A : 0 9111r o.c. � .1 L' ----L---'- � --- I- - -1 LENGTH OF 17 � 11 _4 i L------.i , - i OF -L I - I � : ---- 1, E-1� i Mal It : i ED (4) " 0 i2 112- Liz, I "' �, — - e, -- , ; -1 � .... � -, - --- J , '" J 0 . : I t ! i � I -- 16 MAX. : I I ! Aa , - � i - . 1� I i I -ED - - L � "' j I - ::3 1 !7LJ - � I ! 1 ". 1 � =1= 1 7 7�'-J-"- - I �-, 0 1, 1/2' O.C, I -- It � I -` , i F --- jjT:(z - CD IT ) , i ,, i t . -, 'I/4*-2aV,, 6 CONCRETE ANCHOR§ �' "�,= I -- - I - -1 Ol ---.- I 11 � r ,jr4 I * ..---�- ,,, `TE ANIC I L I — L I 'Ir tow fla"S -0 - - — -- . to , , IT , , C: , '- -- �j - : I . 4 - �1 6 '14. oc� , ____,, ,, ."��4��..��1'1'11 _ Q.- to CONCft -H I I �% � 7 ! � I . - I I - �- i i - - -- -,..I- -, -J I— 11 � " GAS I . I � 4 I � EXISTING POURFp -�4�,"11�, , � .- (SEE SCHEDULE - .., I A - L t � -I & , - . ; L : . wom ** Nam � " �-, � I � . A -- , ; 4 ,�� i , , 'ALL 0 9 i , r � � I SOAQ ; , -- -- , �,, " i I ---- - - � - I - -- 27)(13- WOOD ,. I 0 -- I— " -- - 2'.4' WOOD PLATE ,�. % ". CONCRETE ` , '��'�-'�-1,�-"17�"-��"I-11,11�'."",, I 4 SHEETS 2 i0 - LONC, Lot, --j.J 1=10 I � , � � SHEETS 9 THROUGH to) 10 ' - - � , � , - , DON OTION) LAB , , j i _9 2 t/11 MAX, A MINUM T'' L, , "' I - 7 � � � � 11 .", it , I (SEE � Sol, Mo � I I I 'L � —1. LAUT. ,�., � SPACM 6 Ur4 VALID FOR It , I SPAW " moly se I I/v USA; Al'. , I � . - , . I I � I I � 1 -- - � I SHAEU � I) (1) PKIALLoorm 5 To A OW SIM ISAILDOXIS In IT-0, f DECK REQUIRED REQUIRED I -1. I 9DOO ANCHORS L- , 1, SPA �� " O.0 &, Xanko POURED CONCRETE Mo p � - , " , ['21, � , , I CONCRETE BLOCK � SHM 3. "L . . 1, � --- � ---�-- , �f 4 *fim- OOMI IMAN MW 14110117 FM 13 A 103FRICTION FROM ANY I WOW ANCHORS --- ------ - -B---,'-- --- L I , L . % L � ;1 (SEE SCmEGUuE ON I I ON I 11 %AD= H=ff *AWVMY MOrATO ON SAW I$). i (SEE SCHIDOMLE ON � - r---___" 1, � I i�� 0- , _ ,._§3/4 , SHEET 11) �, WOOD ANCHORS 1 � E-O- --' I PLATE RE , -- I � 9*xe WOOD CA SHEET I 1) �. _,44V____ , , � , ,,, 4 � I , --- - SLE #I ON L � I* 00, SpAwwwrool ANCWM 00M lift owvm" $A L, � � ' . S 9 ANIC ON 10) .�� '. OR CONCRETE BLOCAK /2- a'Al ($a T-A 2*x4* WOOD L , 7 ' � z ' , 1 �,� � � I , I _ �f Ij L . L� , � EXISTING MUM COMPETE LENGTHS PER �'; QUIRED, C I* MAX LOW ALUM SPACERS AS -� '�- "L ,#y QLAIKEIC L IS REQUIRED. , , ----� m . I , � , � L � ULE -0 ON w -1 ; - ' PLATE REWIRED 'It IN" RE 111.401:11m, .'P- TOO —,, .:�- I , 11 I I t � � t — N ima 1 13 � 11`1 ,��, PAIRS I SHEETS . A, 10.) � ' " % t �, V Ve AS I I i � ", �, I I, I I(CE SCHEOW/ 1�', . 11.��' '- , �� 7 I , � I - L Wft VNIS A =0011 nm 12 t/1- ". AlPotc," AWM ON I I L". I I � �! ,I SHEET I 1) i - --- 2' mwl- -- - - � ��' - � ---IAA-J .-. I � I � 1) WA" AM DOMPION � I 5"m 6). I I 0 a) L CEILING AND FLOOR NQUN UILD-gUT MOUNTINQ 'L � L - - i ; - . I RAM IS .110, -ft PRISSLIRE I I U) TO L CIt W AT ANY onmmm Ell - - �-L Mem P'ReD, I 'L� _ 'A V u11 -I- 4 I YT. $too AN40, Uufm IS -r= umw ALUS" OR I CE11 IN AN F M1OL!tmNG BUILD -OUT MOUNTING m � W�v 10%,p WWI (2) Wo" 1 WA" 11 MOUNI a: :&II)=I1`M`n`1a " VE (4) I I/v LIM "m coommor Ou SHOILL K AS 001ARD ON i WALL OWMING (S) =o,� SCALE 3/8-1" SHM 2. I � ., ;; 6 tzi,; OWV&IADM Or f 9 LOW Somkm " As Oldy ALIMATIYE 4W . .. VALID oce WIND XONIS 1. 2 3a 1 3/s.1, ERNA= JW I A�JSAA loth ouvm of ARM ,"Ontonote, SCALE 2I/8-1- " fn aLlmosTANOW OND r1f 20ZD WFOON) OF THE RONDA me - SCALE 3/9-1- t.) Xrn :TFS"W"I "I 1 cam i 4 ., 3tL�k " + ..O ', '14*11111non"v, lng�. I '"Otn"T*11%, I ! J# ..' . . % .. .-A A. !I!010 Lu .1 — . . - N 1 ... ... , !--------- 1 '. o�0EIV,vi -- 4% , ...... ,/,,W,, I . S e!§� 4. �'.... �.,,, z - = 11$ �O� ` - NOTES, -N ,.\r- E ,l FLORIDA =-m&,Cqm9N&uGN-QLSEmQNz; z- f NO. 44167 I S FLORII A BUILDING CODE (Mon High Velocity Hu loors, Zone) 2 4F -�. V--"V --.1 ti-ORIDA BUILDING CODE (Non filah Velocity Hur icons Zone)l �--- � BUILDING CODE (Noll High Velocity Hur tone Iaol*) B*' I .* Lt- 1. INSTALLATION ARE ONLY VAUO FOR MAX. ALSO� ST a lAw IXW= W- 1. INSTALLATION ARE MY VAUD FOR MAX, A-5.0L - : ,*Z wm FUM. W- f.p- E ,* . * am ILAtma, Ow- 24 GAGE GALVANIM STEEL STORM PANEL N= FOR QWdpN&1QN-2ESEQa=t : No, 44167 % Fmp. -,OR & BOTTOM MOUNTINGS CAN BE NGTHS i ` 24 GAGE GALVANIZED < = . z : 24 GAGE GALVANIZED STEEL STORM PANEL momon " DESIGN PRESSURE RATING (p,%J) AND PANEL LE - STATE OF ..' STEEL STORM PANEL DRAWN ft. =*. , * I: I - M" 9". DESIGN PRESSURE RATING (P�3, f) AND PANEL LENGTHS *: * I .1. -,44-,- �z- I z = . TIT . = ; :*j COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEELAuES ON SHEET 3 ik OXI pto Q� I '� GLOBAL PROTECTION OF U09145 . - �-- TOP & BOTTOm MOUNITjNGS CAN BE AS PER SCHEDULES, ON SKEET 3 (EXCEPT FOR = . . - I " '"A"Ot ` ' \ MOSIA&L P DATE, COMBINED IN ANY WAY TO SUIT AW ALTERNATE 2W') % -:$%. STATE 0;1--- * E— - GLOBAL PROTECTION PRODUCTS, I=. vmCr MEMBERS 10 BE SOUTHERN PINE No 2, W1 S - wD NOTE FQR-Qmmm � 1 -!�% STATE 01�, - R ECTION PRODUCTS. ILLC. ' _ , -Z ", 1101ECOINC. KST41LATICANI. 2. FOR NM WOOD FRAME CONSTRUCTION: WOOD " � � PRODUCTS, Lm "A', � / 11LIECOINC. � �-� PIECiFIC - .', E.D. - EDGE OWANCE I -!� I - �7.:!W!t�� ,- / 11LIECOmc. (SEE SCHEDULE ON TOP 4k BOTTOM MOUNTINGS CAN OE 4we3stmT INSTALLATION, I WE �� 4w It"I". 51 s�pm , , �� nLLr !,A' ,,�ORIO �. Am SIA 51 stow DENSITY OF 0.55 OR EOUAL- Youar usnea, * "Gimi mel. It, j,"'. 20-175 z I-. , , I FL JUIA 4, - ... SHEETS 9 & To) COMBINED IN ANY WAY TO $UIT ANY Mot FAIL (.SIYM-4"? 1 2, FOR NEW 0 `U! U - - , 1 P,4w. DOAH IOMV .11. - "'W'. t'SHA 3314 MEMBERS TO BE SOUTHERN VINE No 2, W1 SPECIFIC -1 ". �` 15WILIP z1L-'1UF,Am11EVA -.1.11110 M.)M�l 20-175 " NIIHI m; n = " -*w IT . w�m TIA., CONSTRUCTION: Wool) � r"442 .� 20-175 WO 0 f9AME I -1.1 , --u ",410a, )m -51,97 INSTALLATION. W. pes � -1w, FXx:. ., . ,&i; - " ` Y.A= " .Ra" A.. < CAN" %; I 01witil - - ck-DIII tiwi- -.010 - P.q , I DENSITY OF M55 OR EOUAL� roonnnow-*,�-- 4A-w"7fl; R.L � - !- ox, sCAL,pSoXVHAejMATE — , "I 1. i 1 -- - m lvw � WIN I N ::�� S" I w wa -j =Z"01 v I �. �� I I IF!�� . —Is- I- — 1-1 I I =-. LT - �- No I I - I a - I SHEET NO. I SH 1 1 � & a END CLO-9tURES DMILS FOR INSIALLABON IN EQURED CONCRUE., CQNCRETE BLOCK 09, MLOOQ STRUCTUEtE$: YALID FOR REGUI AR. UFF I SAFETY 9k E-7. HANG STORM PANEL (1) SYSTEMS ... 11 � I 1. K, I ::, � I I- _'_' 44,(j) a ,0 OR � =%! 'W" VA 3' J106 a ... �A' � I I e . 3' � '00 " g . ES ��. . , '�"' � 04;CD FRAMIF '� (4) & 0 I 51 "I S�T , "'. 'L . - -) ---Z 1/2. �' I- Irl -1 I Z � 1 1/00. 3/4' TAPCON � -I =9021M".�' ., 3 =0.f0.11L1xR,Mm__ AmC.D. ei - : 2 1/: R&OURED ,- le UZ , - , / L- --J,� � - OR4 ;1 , eFe WOW E� I , . r I , , $UMUMW . I 11 11- -"-I 1 1 � � � i � 71, le oApJ �; 113 � I I . I , /N \Ciff PANCE, I -'-. - � I I 1; i, - I 17\ . I "'-t4" f i -) "'.� - /I i . ' w va - .. or / w'. TERU"Tr LED LocArou (A ,' 11�t� / 7 - "I 2: , 2: . .m: To,,--- - � 11 - � VARIES 1. _" (_ . I 2 .'S . AS5 ow� 1� I I " Ir m. MCL 9' I Num- AN= DR I . - I , I I ut I . POURED 004CEEIL CONCRETE "p"twor 111� �. ti,f . ' � BELUCX OR 2'*V W000 nUMAE i; 2 C. 4, X 124" .: I- I I- tFAC, = all 11 & �814 bi .. , ,.� 1 M. � (-, ,� REWAID " fe- 1 - 2 1/2' `775171�7 __N'N��/ 6061 w ALLOY __ e �� ' ' CONT. ALUM, ARDLE "I I _ W� _ - I T/41 - 1 , t .� - - - -1 M w 1/4- ski- 1. . 4'. .07r * 12!.� 3105--l'. OR wea-la � "/jw~ C-L A- WOLE , CASE 0 (PLAN) CASE Q , (E SCALE 1/4�.I* SCALE I/e-i- SCALE t/e-1 . SCALE T/4-.1. � � - --- --- f I "I - I ' S`1Fz=_" "I - =0 15� FID ", :11 ___1'---C_V,a a ,(9 OR = '- - -W.'= "' � PANZATE - 7 ,-r :'A mmmw& -'_'01" RIE ��_ ' Olt 21.41 WOW SIDES OF OPS04 j . SCHEDULE - I I IDS, it) .- - (... . -- FRAME: �s� � 6V111112541 1 T & p FR*m REQUIREEDU I AS APPUCABU I � �;= �- � " 21.0 Am k ;"' I = = PXQI.hm " I r-� , , - r"l 171 � " 1� , 1 i �' MKI 11 �.' >4 � 11 42 ` j : �� RMMED . 'A __=F�'- , , I �111 ! m� I _`��_ - . 'i I t-_-(t �(t OR4 � �' 4 I , ' / -(:11 VARIES I 11 FDA PARALLEL To I I 51 M. x= r k 'ALL Dim" CUT END pAow I x - B.O., 0151ma -7.1- 11-m-, � I , 7'-* 17 , I � �' X-1 �� ' -I _____�� - - - - - - J '--\"�"I, / /_ \ V.-A - - , , "A"OrN."'A, e .7 ,A TIZM""' . - . 0 Aii� SCALE I/e-I* , '-, J� I k " VAUD FOR DIRECT MOUNT INSTALLATION ONLY & \ � Z`*`Z� -I' 0;. CEAI� 44 "�' ", , ,---./ \,--/ WTOr.t � 4� - *` . .. �' , - f. .. . CERTIFIED PANEL tiWALtATION At 10PAIS W1 , it J � s , No, 4416? " I SURFACE LMJL VAftTMS WiTHIN 31e =*� � B � * �*= I = FLORIDA BUILDING CODE (Ron tUlh Vatocity Hu cone Jono) CASE F (PLAL4) V:�'_, . OEM usm W_ 1,11. 24 GACE GALVANIZED STEEL STORM PANEL 04- W. SCALE I/e-l" SCALE 1/4"�I' S, � '_... 130'�...�. � - . 07/1"Am - .�� -- �rT - I-, M_�- MOM PROT ECTION PRODUCTS, I.I.C. Dox. 11L EC0,011C, � - __ "',holl __ "oo SIR. 151 STRIJET 11 - ____�_�Rvle` ow, n. usu 20-175 7 1 � Pill $11-1 ... =� .1" "�ioltf_ (W)M-r.w FW ("4$av-m7 e " � - � D"AN4 ON, kE SEAL?9#1011JAPIME *N114"A-z"'.. ,,.. x I .g RN - sm a IV 3 L_ mm I I - -- - (VAUD ONLY FOR PANEL(DINsTALLA-noNs As PER ALTERmATtvEs IW THRU 4W, ON SHEET$ B & 7) MAX. A,SO. - - M41MUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & I APPLICABLE WiNum DESIGN TO ALfEwma - PRESSURE RATIN r SCREW PANELMATE PANDYATE WOOD BUS I & ANY _:j� ... (0-0 - � - OF 71 - 13, I y I y 13' ". 1W (w) Ir - 13, ir 13- ItS (80TUA) ____!3L_ 1/2" --i -I/r -61/2- - ___q� _11F - _'! 1/2' 1W (TOP) ___I - - 6 Ile 12 Ile _' / .. F-W I,.,--- '---!!- _____ -W_- ----L.-'----'- ____ - w ---'--"' '. 'W___'__ .____!_1_!�._ - __ -L _siT)_' OR ums 3* (BOTW) .______��_._ _..f_'__B�._ 13' "'___ 'i�=-_ W-o-) +45, -45 ______9�_ 13, ___ 130 _1A!__ 13' ___I-_'� 13, 13' 4W (BOTTOM) OR LESS 13, 13" - 13* 13" 8 1/2' 1W (TOP) - 13" 'r w IF- -6- -sw (sonow) I1Z 6 I/e a Ile 6 1/2- 1 6 Ile 12W (TOP) I __.� _ - ___- - 5 Ile li! 1 6 Ile 2w (BOTT.) I "L: 4 I/2- __ 4. - 5 'A. �1//221 � . 3W (TOP) 14?-41 I - =:'� ilit= �� - --,;-- - 3w (BOTTOM) to 112- � L I I FE, /r D" L". le ±i - = 4w (TOP) - 11* - 1. 13 EI/,. 4w (BOTTOM) . j - -_ - ISEE TABLE #1 FOR VAX. A.S.D. DESIGN LOWS - & - MAX. PANEL LENGTI-115 WHEN SPAM (9 IS * USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 - I MAX, A.S,O, I MMMUM ANCHORS SPACING FOR ED� - As SHOWN ON SHEETS a a I APIk"Exr, MAXIMUM DESIGN TO TAPCON LAG SCREW I PANELMAXE PANIELMAIT - WOOD 13USHING PRESSURE RATIN wvtm7%VE L"'N"'TH 'L� (PA.f') FEMALE 10 ,&a',',T,, OF THU (fl-3 ly Ir 13' Ir' 13, sw mp) 13' ly - 13' - 13, !L- sw (OVIRM) �___ IS 1/2-__ 6 I/e a 1/2- ------ a 1/2- 2w (I" _Ly2 - - 6 1/4- 12 1/21' ��j'.'_ J� (!M.' 5'-w I---,.--- - 7* .___._i1T';F__ ____1 ". ___W_11_1__1_ ----.I,.-- .._ " _,_B, .. - ,I I 3" (Tol ... LESS 7 qz- '. - 3W WITEW) � 74--- Ir 13" - __ i��._ __`Ik___ wfi&)__ +45, -45 'a. 13, - ly J.- 13, ____'_ 13, 4W (001TOM) TO +75. -75 Ir Is* 13, 13, to* 77- 1W ) 13, ir 13" Ir a Ile I* (Borlow) 8 A/e 6 Ile � 6 I/e a 1/2' 6 1/2" 2w (TOP) - - - - 6 Ile - 12 Ile - 6 1/4- _ 2w (WIT..) >Y-D- TO 4 Ile S" l 1/2' 7 I/e - 3W 71-11 ____ IF- -i -,/:r - --a, --- - _ _'__ w ____ = _ - iw O(Tr� ) Ir 12- j__�___ 3 __ 1�� - -5 Ili�__ 4W (TOP) . �__ i ". - ". -;-3;---j- -'s. -- -10,--- . 4W 1BOTAOSI) . - ISEE TABLE 11 FOR MAX, A.SD, OM" LOWS & MO. PANEL LDCMS WHEN SPA-CER @-IS * USED, CORR!ESPONOING ONLY TO ALTERNATE 2W ON SHEET 6 I TAM 91 41 ALS,V. OEM LOAD MAXMW PANEL LENGTH 40 F'St OR LESS 6'-s� > 40 PSF TO 50 PSF 6*-Z,' - I > 50 PSF 'TO 60 PSF 5-10. 1 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLA71ONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS & W/ XS11;10QiXN�hI`qa2 11;r OC, (VALID ONLY FOR PANELO INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 III 5) MUC, A,1!L � D DESIGN PRESSURE RATING (P-0 MAOMUW ANCHORS SPACING FOR MIN &0. PER SCHEDULE BELOW w APPLICABLE To SECTIONS & COMBINATION or THEM Whium PANEL LEN6114 , K) MAX. JILS.D. DMN PRESWItt RATING (P'S'0 WAWA WHORS SPACING MR MEN E.D PER SDHEEKAE BUD* X AP TO= a lio M�Amum MEL LEM61H Y (it) TAPOON Iii"4171' A E PrISWOVI TME PARDAMME I - Zq,AC_"UN TAPOON SDUD-SET =7 I Mr - - -_ C"-1141 To mNom ED = ED, comm .� tCa w �& To "am 2!�� to ---- - __ am -*- ��_ 16 vommr-'_�- - ED TO = To = ..P.�&- 10 conim omKr4n QQ= . +45� -45 OR U:w - 13, ". 3. I 3" � Is' - 13, ir Mo�_ftw '_'_ 13, ir '� I (Tom w_"r OR Lm .45. 65 To -55. -55 13" 3' 13, 13, - - F - Ir it 1/2, I vaq I W-r OR - I Ir Ir _aL4__in_ Ir Ir 1-37- '. . -Ir ir I Ir u- w. 13' , r a a '_ I (BOTTOM) __+L1_ -13-- I;$- r Ly 11 1/2'1 (BOTTOM) '�. 13' 13' 13' 1 IY ". .a � 'S . 13. i ir 37- -7 Ir 1:10p) - - - - ly F�� 13' �� _. ;� '�. 1 - - .. (eoTtom) 1Y la' ir 13, Ir 1 la- Ir ". Ir , 1. - - "..- (BOTTOM) - I- __ ir _-3 - Ir 13' 'r Ir 3 cw) ly , 7�_ - - ml- - :_Z_ I - I - �7� z_:_, I , � , iwiroii) - - 1/4' G 1/4' -2 I/ 6 I /.- 6 Ile 3 (SDTW � .1 r -7-- - ---ar- - a. __ w S" S" . 6' - __ 12 - 12t)-- 6, -- 5 Ile le . '. -7- - _!1- i_'�T - , -!: __ 7 /2 " _1- "* "' ' . . S- . iw) .,- a, _1__ tr__ _'I�; __ - -1-1-11. 13' " - - '. __ ir ' - -_ - - is, .- --I:-- ir Ir ___ - - -, -,a*-- - __ - W� - - IF- -Z- ___ r . - -W _1_i_T'3;_ - --15- - - -2K_'LLK ,w Tr_"_'ii416_cF0FJ_'__ _Ti_�__ - _,F_ 4 (somm) ii. _14,_ -'F-'1F'-ik-' -= _;7- -a 5; '_'i_3_._ -Ir- fr - T3;- _W - �-r' -'i��- - '. ;F � -4;': --iF-- - - 7-1 .1 . :�L 3 12 4-1;r, -_ S' - 1 - r IV I - . - . ir � . -Ir - IT'_ - i-1-1pi �i_ -1/2- 4 OIQMnOM) i ��__). i 001TONJ ; 5 � � L � 1� - 1K____ r iraci,64_5 ___ -i3- li__ - Y M_- __I-�'_ - Ir _-1-1- ly -1-r- Ir _1E._!!:_ Ir if Ir Ir _. If - 13- - 5 (MR) __ 13, - Ir __ 13* - 6 1/0 13* - 6 114-16 is, 13, - __ Ile 6 Ile .. Ir __ - Ir .. - ____ _'��E i 41 13, ir ____ ___ - - ____ � Ir 6 1/4' ___ 11 Ile 6 1/4- _ 6 (TOP) 6 (11077,--) � - _ - _ - 'I, -j- _J/�47 j7,71F Ji�'_l _/4 - --:'-I - -'-'- __ 9 -1/4- 6 -114- 6 _(BO IT -)I tr ", - 1. LID I/e 7-_ 13' 7- ? 1/2 . 5 1/2 ir 4 I/e t CIOR) >V -B* I To *'�e - 11 131- Ir ly -13, Ir a 1/2' Ir 18 1/2'19 Ile 6 Ile tr 15 Ile I 01OP) "', -1. :rq. 9-6 j I 7- 'r a jr __jr - Ir _ 9 1/2 _ Ir 9 1/2 10 1/2 1 117 - F_ 13 - 9- I (BOTTOM) 13' ,7 1/2' 0- , 13' ". 10' I r I 10' I I r- Ir Ir 6 Ile I (BOTTOM) _L3: _ 5' - __L.�_ 3: 10 Ile 13" 7* ir 7. 7 1/2 5 1/2 -,r 4 1/2' 2 (TOP) j__ O' Ir IY Ir 8 Ile 13' 10 I/e . 9 '/r 5 I/e 13' 5 Ile - - 2 (TOP) __�'3�" 13" - - - ` r__ --L - - _;�;_ T�/_2 __�� TTr2 70-172---- �u-_-) __1.3 13' 7 1/2' ir 13, : ir lor 'r 10, if- a-, ir ! 1/2' 2 Wi7WF) - J� __!� - , _i3i__!3L___________'__1_'/_' I'r Ir 9 1/2 1�: 9 1/2 10 1/2 7 1/2 _'�' -r j"_l/ "� a (TOP) I t2: �_L - 3L -_ - i F_ -7- -;V,7- -Tr- ____ IF ir r Ir - _ 0 fir I 12� ,-L - - - F_ r ir "n'_ - _? " - - ,,---- rj-l!�- _!'JL_' 12 Ile _W_ W ri qr 5 =ilr - ir 0 174� __Z:_. a- 13* . 0 I/4 . �j� - 71 � - - . a 1/2 le L_ K_ Sr e __ r 1 wV 19 �/2'110 , - __ 4 1/2' 5 -TIF 1/2-17 - - - -7 - 3- _- -i -I/--, 'F-11F 7 1/2' - -i =/1 3. - __ e -3 ��) , (w)_ BOTTW) 4 (BOTTOMi is rw) __13 '�J�_ - 1�� _________'__ 12 IZ2 � 1/4: 1 Yt: L2 1/2 L-1 1/2 - - 6 1/4' - - s7il,I� ! (BOFFOt) 7'T/-2- _.a_ r W V 7- e a' ,V '� fIr 7-i-/-F ri-/F _ '_ r 4 (MR) , 91 _73Z_ - - -i -112- __ 1. _73_�_ - - . 13, __ 3. - � __ 'r i IW - '. - ir ____ - to" - __ 6 1/2' - §1* 1 ET* - 7 7/2' 13' ___ - 6 I/eIS __ 14 (BOTTOM) LAIR) 1Y 1 7* t 13' Ir 13' I - IS' IS I/epO I/ej :lr 7 Ir ---,r - ;3'r 6 1/2 .11 (BOTTOM) is- _'� -11r Ir - i _; -10 _E It- 9- - a 112-15 (BorTom) - - 7 Ir 1 7* 17 1/2'15 , 1/2" 13' 4 1/2' V____)_l . 13' la, - '; I I r if_ I I a 1 !: �: 3 - ",_] , , E , "� , �� 1,13 �n 4 /e - I - I I - I , - 1/4 . Is . --I _-4- 11 _L_ [__ I - I - I - 1/4' 1. .1 - I INEE IEFECE I 1 FOR ANCHORS `F?K & SPACOW FOR SMORIAPI)FAl WTV W= Fit" OUILDINIEF, 0 MNIMW ANCH011 SPAXIM AND V&MM EDGE DISTANCE ARE P007M ON THIS SCHEDULE FOR to LOWS 7� 04WATO ON SCNEDUIE REDUCE ANCHOR SPACNO Bi MIXTUFLY00 SPACM SHOO ON SCKCUUE BY Elf f0iiVIDAMI FACTOW FOR TFIS OPORKTICINTO It FRISMIL FIEDUCED SPA09 =41" USPIC FACTOR! SHALL, W K ,= TK* MINIMUM VACNO WOMIM FOR EACH ANDREW WK ON THIS SCHIEDIAL Ile. I/-** i/.'. 1/'v. __111-11. ANCHOR TM UPWR --I/O. smv�ff "Mill _ViR " -Ao� IPUIS - ;M�_NMSI CAIX-0, - MINIMUM mom spm*m (I,) 3 ; ___L_ A In* 2 14 ~Mwo 3 I L/I-*- A mmsot"i =-." . -, __L_ 3 1/1 - 1 3 ,/r � . Amutti. RKaam�m FACTIOA - I w _____'_.____ alm __'___ - _ __111 ____'11 I - _'___'__'___ - -"-- - ---- -- ---- I - __ �'fr � -.------ _ "I z;�_'____a7s7_- ILI,) j'.w - . __ ------- U - _____!!�_ - _____ 1 3 'p, _:�____ I. __ ____ __ Im - ______ 1_'__!�_ - SPACINGS ONLY VAUD USED. SM #1 MR ;M6 �i =S=@IS I- DESIGN LOADS & MAX. WHEN SPACER USED. I I WS! R" §1 A J-1-0. OEM LOAD mamm PANEL Loam 40 PSF OR LESS s'-s' > 40 PV 70 50 PSF fi,-!* 7, 50 PSF TO W PSF I - � ,,-IO. - A MAX. PANEL LENGTHS ARE ON§Y VALID FOR INSTALLATIONS Wl SOLID SET ANCHORS & W1 SFIACER AT 12 1/2' O,C. - I----- - - I—' --- - �_' '_'_' ",---,,-,--"--,-*L--"-"-----,-AN014WM (SIEE SECTIONS A, AL0,EFUTFAS ON SHEETS 13� 14, 15 &1$)-----------'-�--'L-'------�,---,-i . F jr MAX RIA/11 R-2A/13. R-21A/1�11, R-19/13, R-20/13� R-�M/14, 3, w_ [ '. , - 1 "� Ll� ___ f�' *11-11AW/15, R-2AW/15, R-3AW/iS. *R-18W/15. R-2aw/15. R-3B w /I 6. , D.W(j)' __ � 3 � I 1 I -.--.--. _ - ____' _.__'.__ ___ - _ - _ L- --'---"" _ ------ -, 1. ----..- __ (�) -1 (a) _L I ! , [ I 0 ; 0 0 0 0 0 - 6 IL �L � II '_____._'.___T --- __1___I I � � 1 1 � � � 71-1-1, � ----- F-1 - I . ----�-- , I � I I "I - � � � , � I ; p, ____'_T - __T__7-F---- 7 _T� � i � , -1 i ., , I " I i i i i i i ", � � 11 � : i i� � I , " I i I, I ! 1 , I , I i � � I i I I � �1 I I I I 1 1 � . � I I I � 1 , . I i i � I� Li? � i i � � 1. L L : ? i � I i . I � : i 1/4�#_20XI� S�S' I I . � L - . I � L i � i v I . i � I L ; � f i I I W. � � , I I- I I . I I I � , IUSE FOR IANU I I r.-, ! '� ; � I � PANEL LENGTH I ! (5) i ; ,/ I OVER -11-6 I \�! � I I � , , � , L i I i , ' I I � i � q 1 , ! i REGULAR ST AN. � , � � � I � � f : REGULAR STOW PANEL I , ' I 1 '_;�. P W-11' 0 +40,11. -40M p,v,f� I I I i I ; ; � T � � i � I � I � - I , , .1 � , , , - '�__ __1 I , , , t (w/ ME" Mo PANEL waTH BOLT) � f i , � � � � 1� z , ; " - - - � --- ' - I ' I i 4, __ � --- - � � � __ ---__ -- 4 �� i __ - - "o, ----'---"---",- i , - , � � 1 , , � ' , L " � , LIFE I � z � � Z' I I � , � � m 7 RIM ;;�I� , � ' � j 7'--W 9 +50.0, -ZCQ P�V.T. I � : L � 4 � . A - i � � 'k ' � _ _ � � � I ; i �' - " A ., � , .� I I "" 11 - � ' �' ' f �' - - :' , L ,'I J'' "l _. -1-- "I "I L ' L� I �� "I . I - , " __ __ (W/o Cow MID FAMOL LENGTH BOLT) , L� - , , - I I - I I !'� : L , 7 ' - " ---- " -" , ,- -- - --- - -- ' - , , - I- - - � 6' L _ , � - � - - ", , I., L , '' � s A L � [ I 11 _';;�A 1 1 � 1� ; � i I '�'L- . L � USE 21-W wN. PANEL LENGTH . . , � -20.1^ � -1 ---- ;' � r --- � 1. I - �' flee 1 �� I - ___�__ - ---- ,-I'll 1. - _,_,, t . I I 1 �14�. % , � , I F I OLT ALL MOUNTA'" A- . ' , . - � , I � - . . T I I I . 5'& I I . � � `� I � 1, AT &:-=wp , I. - L I - �..-Z" � 1 � � i � . , I � I � I I I � �; � ..' � i � I z L : L I � . . L I I I I - 1-1- ._� � I L I. _________ '� _.1.. - - - _ -, - , --t-� _'__-----'. i - '_ � __1 I. . =_ 11 , � : � - �__ - - �_. __'__' 11 1 -,7-- 7_-'_' ---''-, � ''------"--,7 I � - L I - 'L ; � , � J.f2 i � I � ' � -7- -- ---- r� -- ------ - - ' " - I , , I � + I � � , I � : : I : � I � L � � I J � - '� ---7-,--- 1 1 � � I � L � i . "I � . i � : - ___ I' I � I I I I � 1 2 7 � i � ; � � � L � i _- 1�1__ I �' � -.". -., � L _ I ........ � 7 .. .. ... ff ! I � I � I I � 1 , � � I � L � � , �_' � � _'L . '-'- L 'L I 1 I _1.__�'____ __� , 4, __�'.' --i-I 1_"_L""''1 _'__�'__'I� � - I I , I � � �"L ... __ ' I I I --T-� �'-__--- I I- .1 T ___1__1' / � __'1_____,__1 �_' � � , ; � L if __ ___:!::�_ ___ � - - ----�-- -.1 __,, - " -,--: ---, ---� -:-: : I ___� --- �_� �____� � , , I � , ---I. - - " - _�:'. 'r � � , L - i I � ; , I , I Nff6vEii - - , . I I � � i , � � L -1 I I � I � z I , � � - � � L I I � w L L , . � j I I �''_' "' I ' I I - I� � 411GEN 0 LIFE SAM S � --i - L � ' L 0 1 1 � 1 ( �: , __ PANEL BOTTOM CORNER -, fw_1 . I j , , � I I � t A I D.W(j), - - � - t__ - "' ___ _ __ ____ I I - _' 11 � - .� �1 or(:�5 -1 I - � - I � " WING NUM AT I i : I � L fi� - ___ : RIGHT PANEL 3. - z t INSTALLATIONS ONLY YAUD FOR VIIND I IN - MAR. L0'RIA/I!E�LR-_2A/J3, I 11�11 - MIN, R-WK a/ - I-SPEED UP TO 170 M.p.h. I 13. R 28/13. R-39/14, _b,R I R-IAW/15. R-20/11- R -11 Ow" S. I I 5. R-29W/1% R-SBIMI/16. F�11 �'- '"'-"'-_'-_____ "_'_L_"_ —ANCHORS (SEE SIOCRO14 & ALTERNATKS ON SKWS 11 4, 15 &16) ---- - - I vle %%X- w LIEE SAFETY MRM EANEL CD ELLY910 I � ' N (t) -" r- a . . � �" SCALE 1/4--i- 1 - 7.svl - L �11 , <D REGULAR ' REGULAR. I STORM PANEL ", we�t 1�1_%!_clr Mill) L . 10 STORM PANEL * - . � - '"", � 22-maj - 4 - - �==' ��=� �" I i�lao . -------- ------- _ - 'P.%kowli - III _- �=�==' r=�==��-- - - --------------------- � � - "��7w��\ t' I I I el�. =p, 1/4- \ i v -1 '...� 1. . L ' !j m " MAX, GAP -'L�� I 1� �11_ �� .� * . ' 11. I .1 _'e � ! X, X6, .146 � I I \ / �k 11'��/'A I � I i � I -. * i - � --- 4- ____' _4 - �4�" Z_ - '�=�=�� ------------- =- _____ �'_="' ---- - . - I _ � - . -� ' *: I I ( = I - z .1 z ay LIFE PANEL = -01. , ,o. lt?Av� __ �: * s- FLORIDA BUILDING CODE (Non High ViNocIty Hurricane Zone) , FOOD �vm 94 F�p. EXTERIOR '--��OR " '****' 24 GAGE GALVANIZED STEEL STORM PANEL DIM" BY. .. . .T.' � MORM. PROTECTION PRODUCTS, LLC. ',., �__ �__ �_ SE9IJON A -A -, - �� , - - -m &W, 5, STRW I 1=4 � COFil-ty MR.E. FL 333i4 SCALE 1/4--l' Y4--.- -I- � ��- " "W_ UR4WM754$. F� (994*�Vl 20-175 11Z 1011,1100NAR"FIDIX e^-~Iv � I � � � - CROW �. I A"Llim A 0_ P't . - __ __ _. FUNICIA In "I !!4� 1 1 12 � a E:i=�L MAXIMUM A.S.D. DESIGN PRESSURE RMINQ (pAn.f.) AND ORRESPONDINti M IM ANCHQR SMING M PANEL I IHMLLAIIONS INN CONCRETE & CONOETE BLOCK SIRMURES (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX ASA MIGN RESSURE PAYING (De-') Mk"UM ANCHORS SPACING FOR MIN E.0, PER SCINCIFIALE 9 ON ]A - -_ - PPLI - CABLE To S. A, 1w - I - tMM LENOTH , (IQ IM"GSIM. PRESSURE RATING (".o WIMU M ANCHORS SPACING FOR WN ED. PER SCHEDULE MOW * APPLICABLE & WOW poa LINGTH 1. -1 TAPMN $DLID_Su I t 10 PLUS 0w NAILIM _w � TAPOON souty-SET FEMALE to PUS ZAMAG_ � . --fg- DDIJID. * 10 = To "K; TO to ES 10 co"commt To - ocim ED = -&- To �.Z- "" " �,-.'W ED ED [C-.-_ To W&- wmmwm OF I. >.fib. -5a +75TO-75 L_ PW- e Ir 1 (TOP) 5. - e OR - . . - TO .lit -like L ". 5. 3: i to 1/2' 6 1/2' Ir I 16 1/2' 7 Ile S I/ w 14 1/2" I (TOP) W-e" OR - I -is-*_ ;31 _13' 1 13' Ir I Ir 13" __LD�_ ,W I jeanom) ___ -13, 6 - 3. -T37- _23' ir _-Tr ___r_ -19- - 1 1jr ir I fi, I (Dwrom) I r 13' 13, 1 la' _L3:__i2L 13* 1. III, to 1/2, 13. 6 Ir 4 Ile 7 Ile 5 1/2 * 1//2' 2 POP) 1 -, 13, Ir I 11�_ la. - Ir -it- tr _2L_ Ir -, 1 w 2 (BOTTOM) 1. is, Ir - ir 9 1/2' Tr 19 1/2' 'o Ile 7 Ile ±�A4 3 61 � _ - ) _i4:_ 3 �� 2' 4 Ir 13* -7- ir Ir ly 12, ____ - Is* lo� _'� 3 I 13 - ____4_ - R V - Tr _Fll� 13 71)i� ir 0 Ile 1Y -1/r 9 1/2' to 1/2' __ 7 IIV 11 - " I a' I W i (�T) _L- _ - - i2 11VI2 __!!�_ I/ , I/e I;V 1 5 _1/e__ !!_14.1: I/e 6 114' .1 (EICITOM) - - - i7/F FIP4 I i -W Tq4F -4.-- - _; EIF - - -- 6 1/4-16 114. a (BOTTOM) ___T:::E_ _1 S , - -__ ___ jj� __�7 _ 3' -11'jk- � __C_'_'!�__ - jj:1Ljj�'- ". I �!�__ - �j-j�-- __!: _ 1. -j-:F-j--;�- iC2 t, ft, .3 -_ - -r --e -- ---'--'-..-- Ir - - - IF ---- - - ". 1-liEl- ' a, - w __ 13' - __ A __M2*_ - _ to* __ (To") �__ 4 (BOTTOM) ___ 5 (TOP) _00inw) '. 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'.� - I - J1 IL4 !.= 6 Ile 6 Ile ,". - - I - I - 6 1/4' 6 (1101T. - - Sm Sw I I F0 WK0115 TIRE & SPACING TV- OWAUATICIIS WD W= "049 DERDONES. . MINIFIku ANDIOR SPANWA AM MINSAX OM DISTANCE AFM MOM 05 THIS SONEDLILt FOR " I,m DIAN "PUTED ON soma REDUCE AADMIR SPAC04 In "InNIND wo"Ai SHOW of, SCNECULE BY THE FOLLOWING PACTORS. IRS tHS GKIRKIM TO Or POSSEFUL REDUCED W�W OBTAINED LAW IAC= SHN.1 W BE LESS THIN MINIMUM SPAC44 ADICATED FOR DOl ANCHOR ty�E MSCREVULL -00 mom m - . .' _ Y4�__ f"t". I/e. 9��_LL��_ ='= '�Elff-_ NARS, AIR __ V001AC-941104 - T-O. - owlinim ANOW maw (b, 5 3 1 � 1 2 lir ft- 2,/2 . ;0-Immim "Am "I �!__ , "r I r 4 � "I;r � __ oFFAMuI pmwmm 4= ---!-- I I __ ;--,- 'fe , "e $112 5 IA* - � ow 0own V-0.) __�'! -1--l. � --- __ -_ - - Ili' - - - 7�'Ai _.�__L_____1_____ _ __7 __ I 04 . 0 I .10 ---.--- ----. - __ �- Y __. - SPACINGS ONLY VAUD r " FOR MAX OLS.D, IS US%AX r. USED. I I- DES" LOADS & MM, %MWIIl - 10L III a A.S.D. DES" LOAD MiTowu_m PANEL LENGTH 40 PSF OR LESS fil_'. > 40 P5F TO 50 PSF 6'-2' > 50 PSF TO W PSF I 5'-10' A MAX. PANEL LENGTHS ARE ONkY VAUD FOR INSTA I LLATIONS W1 SOLID SET ANCHORS & W " SPACER AT 12 1/2- O.C. FLORIDA BUILDING CODE (Non I IN5!&L&TJQN DEJAILS F-08 LIFE SAFErf I Pfkff_L�D 1/4-0 TAPCON -_ - -_=.w'p.1""" 1/4-0 TAPC - 'VI _06, ' -VICZETEFOURED G 1/4-0 TAPCON,_ ... � __EXISTIEC POURED 1/4-# TAK ANCHOR 0 S`Y,c, I ' �� " �" i CONCRETE BLOCK R EOLARED� ANCHOR 0 � I lt� �1'14 � I " OR CONCRETE BLOCK REQUIRED. ANCHOR 0 S' D.C. 1 I - CONCRETE DR ANCHOR 0 ' , ONORSE ' � ' ""w"Em 8, OCR ' '^ -� ' 2.1 � � , 1, ; ,,, , I 1,! "' � ' I" , _12 IF , 02 I � , a �'�'� - al - " �'� '�,,, - 02 � _'� � 'I _' ' ' i", " - A-4) 1, - ��' ; , "� . ,,, -15: I a � 5 , "M -a--& a) (D = U) _0 2 -m > 0 (D r- -1�-- -I-, 0 =3 _0 CD (D L_ CIL 0- c 0 0 L_ = .& m m 0 -a Iw - a- U) . (D -L-- a) -0 0 -2 a = 0 c 2 0- -2 = L_ _9 a) 3: CIO = 0 0 - w U- '+_ 0 co > . - cn a) - _'_, g� _E �_ 2. ,R c - _5_9 co cx < 2 4 z z w mi f 7 1/2' � I "I Ile 4 - - -� _. ; Ile f __ "I'll - I . I , t: .r- 1 114* � ' 4 - Ile \ ..� � " ____11__ t � 1_44-_ --..-- -..-- i _ - .... .. _-, ; �__. ___ V_ i L I �� 'I -I 1 6 C6 . i "I . i 10 E� L* ` I i L � I, 11� - E.O.0 <_ ii '�'�""' i 11 . -.-W Z:� ` * �1_9 i - J . ,,,, � , �'-' � 11 I , F�' I I i I I ; '� 11 I A�'.' � I I - I ;; �� cz:I I I I , I LCI j � - I !'/i-y � 1� w -0 !::� t. I �1_01 ; o, -(a) I f . i � ILAn !4wp! C'44 i i �SE;46__ ; ii I SEPARAMON, - I v gA :LK�q � Exivni4ij L ---I':-- .0 � 4 1/4-._w'. 1 cp " � GLASS fl"T!_!f� j EXISTI " T I ':j� � I ___ - ViN - TO CLAM 11 s p � - -zwp i __ � I I------ A. I I - �l i 1� ;'� Ft _ 'L" � I us?"LlIr , j 3; 2 ... 11 �' = _�" I K " .1 " - - - �"�' -, T._'� I ", _,_ � I- I= j I CLASS _ijf I L 't- 1 IA I � .!! � � � ,", ,;4-- i I _ � I '; (v r-e., I I � I =-%r'-.' � on I � 'S ci � I I � I % I 0 . �" , I I ; 9 v , I I !. , [ _ I i 0 ; I I - I .- I " cc , .L. Mo, 11 I I __ I v MAX, ; I ". Mo. 11 /" v � , i 'O MAk � � !:� -, .�= � PANEL LENGTH "�--_' � � 15' PANEL MENG i 11 I I PANEL LENGTH u � ____ _ -- , I " . 4_1 �� - - - - - - 6' PANEL UU4GTH cu Oil 0) (Sm - ,. - - ----, ' (SEE: ELVATION : f- I TION 4 1 � (SEE: ELEVARON 1 . . . . . . . . . .- && fit 1, EUE , � 's; r- I= 1� __ � T" z� !_ I (SEE ELLVA I ' __1 ."'m if I ON SHEET 121) �_. W Cc ::- I' idi,,. I ON SHEET 12) If . I 11 _ __,._ 1 ON smErt, III) : ON sriEtl 12) ii i_ - 11 - 4 --aEFAUAT[jDN_ I __S I' wjt. I � I t= i I , � I Tj : EPARATION - i . I '7- TO GLASS, I to GLASS. I ___ -.1 - - . =- - '_ __ __'__ ' - '' I It I 0 1 - '__T__ I . - I � f c r= i I : � L ,I - -c' ) , F� ____ - i , ot, cq� CD I � Lll I I � I 11 I I-- LA � I I _' 0 1 � I I 11" - � i _01 -� : :11 I - � ' -'-1';5'A , I I O' I C3� - ' I : � " � �W 4 I I n -0 � t" , 1-1101; . I I z - E-DA � E.O�S` ; I E.OA � L E,O.* -%�' . L n I . I _ 0 , i � � I : " I � i - I ' -1 --us ' I I I '��111 I ' " -, . I � -1 , .- ...' I � - I 1 412VTOCI I I �� _. = , I . I I- - _ ---I- -_ j I I- - -3 i 'L ,, '. la I � Ib I "Efif I EDT __.' -_ I - - W, "= . wt , . I t I i t ED � L w'0.m -i-.Il i� III .R" .... , 3/4' ��" I - I __ __ - - ',I -------I- - - I � �- 7��r_ " - � 4. . i I'll, , - v � I � I" " ' , 'L ___N . * 12 I/p.. � . 12 1 A � ----- - 4_4`1 LL �11'-' � --- :(!!� '_ �� p ) TAn D'C ;� %_j � L , / OR 1 '�4 � � - 410 TAPCON 'ITAKON' AZ#4 R 0 S* Oc � ' DIG I ANCHOR 0 9' 04� L"EXEST'ING POURED CONCRETE OR ' 14 I'D "D CONCRETE OR : DWING POURED CONCRETE OR � _=POURW CONCRETE OR CONCRETE BLOCX REQU%M- --mm .111.1il REOUt"wo ' -Coww" OLM REOUIRED. SLOC" REWRED, =TION R-IA = SECTI R_ p REGULAR PANELS 0,UEELIMANCIL 0 REGULAR PANELS 2 JEMBNEL ftl�mNGS W&L MOUNTINGS '00,11-01101"', SCALE 3/8-1* MA �_' *.!� A. riti"'k. , ,i` , SIX Sh" 15 & If MR AN040PS MOM Tm --j�fI! � -IA N& '*- - TYPE & SP"G FOR WSTAILAIRINS OM "PCON .1 �' ... - - WOOD FPAK BUIUSHOS. . MINIMUM ANCHOR SFACWOS AND MOM, wmw mcm. VA04 (o 3 j ` .44167 --. I - . . FLORI BUILDING CODE (Non High VvIoCify HurriconNI Zone) 0SC"HEDILAOLT, %0 ift� =W=M * mommumm. ;0"�� (41) 3 = .' * z .2m TILIM. �_ rp ver-fELF) 0-1a 0k.k (bj 3 � ' 2 24 GAGE GALVANIZED STEEL StORM PANEL O.M. In' m SC REDUCE ANCHOR SPACING , STATE OF :Q� S ______ BY MUL11PLYNG SPACIND SHOW ON AWJIL 11m momm FAI" -1 - 4� -, - - - - SC BY 7K I'DULDI'm F-CTM I." OR FOR THIS ORMTKIN TO BE P0950-1� � � GLOUL MTECTION PRODUCTS, =. ' 1 1/2' /7MECO....\ 0.11, I RmUm SPACIND 011TAINIAD USSR; _ I __ ______ - �A' WER TMM 44�cow aw sw� 51 STREET J'AN 2 I/v "I 111,441110" X m - FACTOR SHALL NOT BE LESS - __.____ � � I m- '0NL 1403 WIL A. =14 ,H)MR-In" MVO" SPACM tfiotATEU FOR EACIA iiao__ e - m:11_-tN:L'=,t W-11101 nw. to 20-175 ANCH90 "Iff ON I"$ SCHCOULL � 11-- - , - - - - . 4A-00wift . - .a A!t - l 'm ___� � I'(2. 1 "'" I - SLAL�ftwm WILTO-F, 1%U4 "*�� t, 5:� � i ii f - ___ -1 _ I I ____ fl"� INSIALLATION DEMILS EQR UEE SAFETY PANEL IN51ALLAIIQN DETAILS FORL-M-5AEM PANELG) INSIAUAIION DETAILS FOR LIFE SAFETY PANELU INIQ WOOD STRUCIURES INTO POURED CONCRETE OR CONCRETE BLQO STRUCTURES � tNTO WOOD STRUCTURES . __ _'__ - I __ - I,- - - - '. -_ - -_ I - _'. _ --.-.-% 1- ------ --- -' - I - N .'� %! ,,I I I � T 7 t�o - ��-'Tt�-;�'- -- � -7--7- - _� F � . � I I , I �Tl � I I I � � � � t � 1 , I I I � - � I � - - - - ' __ '� � , �' , � i itt .- ,. !, - �' � � I . � 1 114-4 TAPC N ED - � - M -1 - '_�- �' -1 - I . I I � iii �/ I - - - . - - ' -11 - ' i - V. H MR '� "__ - __�' I . �' 11 -_ - - .11 � ANCHOR 0 V 64. � _==.r './',Z,r,T�-,:a7- 7--&s.T.*A1pT - � I'll, , -- Iii zi � I ; - Z' li I " . - !;, � I : � � - "�:� ! rit ,-, 11 <' , j at Mom Hrmoi:R " ' - f gwAr Ili I - ,�� _r ------ � REQUIRED 11 - -.--- �_ � - , - I i". 1. - - CONCREIt OLD" CONCRETE SLOW - - '_._ - W _RBQUW._O Fix 0 HIM I -r--� i = _. � � r', ifl � I I- I JAD", , �' �� I EOLD R 'i I � .11 I .1 . - r 'I,- I _ - ; - " I - � 1� ", �'_ - �' __ � � __� �� I I _' '� 1� �11 RED " 11 -1 -AEOR9 U) -6-i � , �/' -, '!, i� , �� ". w - t_ I 11� 1� , III I I I 1� � � ijeO CON ." - I � ' 11 � , � , �� _"' �� a, - � 014 I 11 " 00 I , I '�' - I I ' 1 ,,, I "'/ ��l , � I I I V fl I �A' I 1� I � i _�' I " - �' I ��V� � - 4 TA m " F -1 ' . _/4" TAP � ,� _* TV, !�' "', I ,,, !z"OR ; V D.C. (D X, - v D.C, �11 . .1 CHO;AP i� - =. .1 .�. _ �1/4 -C " 4 , OeOC / "I I\ i -11 D -, '* TAn 1 7 (2D I ,I, 21 - 01C. I , ./ � I �1 , J i I I I i - 11 �' 7 !Ij -, / y ;I " � I y ,,, - F I/" � I " � , ,� f , "''� ' "� I 1, I ", �1� ___ � _ , T1 - , 11 �! ; ! f � � J )11 , "� '- t I � � "I � I I � i I/e 11 �,' � , , T I'l , - , 7 1 \ A (D . � 1 4 � � -0 -� , ; 't TT , j I . 2 , -420 " �' ,,, - I", - � 1, , --) j 1, . 14�1 � I i �' - I 1 44 � *X"L j ;' .. w'_'__'_, � - -F y '16 867 p - ;_I i I- - ' , I ,r � - � 1, � �L -11) ,�� 't I � " --t- I - (1) (D c- I . I � r T , ". , '�� e W - _/1'. " � IRREJ '.. J- - I ! - i 1 '_' . .. . - I �' � f _"�'_ I , . L ', 1 11 1/2 , 0 '.G am; � 'ii E _D.# ' LOA ", I I , ��L I 1/4" I , 11 I I/C " - 0 I .- I ; � ma i� 1W - - - __ __ I I ; i - 1 I I I I--- � " - Ile ' / ' I 1 11/4- . - � I I i I I I . . L . � z I . � � ___T_ ' ------ I ; �' 2 1 � i t 1� - I I I I i '; '' 1 I -4 ... a 1-1 L _� 'c �' i. % I , I . ;� ) "� � � .-, i � , 11_AsL___.._1_ 1. 1 _M#2� --- � - - _'______' , � R1� 11 I 11 , I " 2' ', �' 11 . -1 , � 'A' I . I " ; I ,,, "'� �t M . .1 ", � - , I , 12.1 1 - I . U) , M%" %, � I , i I I � � I , - - I r . , i .. I - i . . I z I g' t I i � , � , U i j I I ". T" I . K.. 1 1'U , I / wo , ", � " I 'i t I � " ! , I , '�� I -+-a I � _� - i " , : 1, i � . � ; 'r � s . I ", j Y�j , � 1:� � ! I . - _ - ' * - � � , I i F m 10 ; - I I L 11 I I � I i '-I - I , --- - i 01 I . - ii i I 1. 11 - 11111 I I- ____ - : ' I -, ' ' ; I - � , -**, I I I, ,4 f) I i � I v.N-mw � � 14 j I L-1 I � 1 Y411 " TO GLASS, - .1 - , , ; - - ' d e L * i = �::- If I �_ i � t I I ' � . - 1 [ I I :: -413 � . ;a� ASE" - I � _'(D x - ` ,'�r F'o 0 , 1 --�D Ll��r'H tf;�L b k. - , , -I""--"" ��'If_t_-- -;�FeX.160 � 1 374- 1 ; a . / i __ �' ui I 10 � =J'. - , , � I 51P� (a) . .�.,.�,.,,�-,,-�-.,-L��,��.",�'I At A ", .� N I I �,.� �'_ '�:"' " �� I ! ; q 1, ___0 I - - 11.1111.1111: ;L' . I I . i I - . � i '�ai ' . i �, ' - I I I - FW1110, I 0 " I � � L" LLLL �� ICE 6 �? . '_'�' i , .V.- 4) ' 11 I I "I lu , I =.-.z-I,-., i � 4- - ;I i SS' " ' I ; ----- ' : " � -," I AT a I I T L =1`14_'___.__.__._' . 'U"!M" � FS'RV' I It �_ I _16 uvlq � ' -;'' -4"__'LA ...... ,1- "T" - .... C�.p 0 " � ---,- L4 I , �7 1 - - " - -1 , M.-IMIL., � I 1=9 ' L � L_ �' I I . %, "I �_ ' - _ _' R m""i 1. I -] - - I '.� _- -_-,I' , L- � -I-- �11.=10-0 : 2 1 W, If - � __ ___ _� - - U wiil 11 I I ! V 1 1 It I ILI Mo. I 21=1�1._.in .T- -1, I - I 'L, M If , o =4=1_1) a I,'-- I Il i � .1 - - i IV PANEL NEW 11 � 11 ____ _ --- i , ____ I CL q 8 I . . - I - I (SEE ELEVATION 4 -1 _T ____ So PANEL LEICTIM 11 11-- � � - 11. _j PANEL LENGTH 1� I I (SU ELEVATION ' _'__ ( I '__4�___ - - ___ 10, I I %" mm, j , __ - _ � ` ;' _? ----I-- PAW_4 LENGTH . __ __ NGIH jf.___�_'� --,-.,,., - R - --'-! v At". .---- - =4-- E�=4=__ -I IV M... �t___ - - - 61 ON SHEET 12) ; ON SHEET 12) 0 1 a t . (SEE EUVATION 11 I 'Ism E"TION _I� - -1 - "^ km, no- - - - -- �' --I-- I - 111- PANEL LENGTH II, ------- r-.-'L-- 4 4- � PANEL LENGTH I ON SHEET 11) ft � PANEL LENGTH 0 ; j ON SHEET 12) � PANEL LENGTH 0- ' __ ___ "- 1 6' (SIF-T ELEYATION �_ 11 I :-,;I .-,,C,- 1 1 0 0 1 - __ � 1,-_ ": . - I I", ; : � I ON o- 0 f I � =��==��_ �_ !(SU M"ATION !,--- T - - - - - 'A� ___ , _ � (SEE ELEATION --- __" If I (SEE ELEVATION 4 TO GLAS's- I ; t 0 - -I ' ' I : ssm 12) LL _1. __. _ _ , r ON SHEET i2) I� ON SHEET 12) I '�,e _ __ � , 11 I _" -,L-,T--- i ON SHEET 12) _-T----j-_-j _ , ., fz=�� 0 1 � i "" I- mi, : F� : I ;� - - -- a -A A i 41-- �' I I 0 � I U) . I � - - ��_ �_- -11'.. .- �; , � . I i I � I U,1___EN_ I _K_� 0 1 1 < I I � ", T- w- 9-SERAFUUM f If 7 I � it I � I 0 ; 0 l' MK i 01 � 1. - - 30 ; I 0 if � f'�-;'jp'w';-&- � � I '. "� 1 4' Min, I J'��: '...."",., �_m' i "��"""X;J_ 'ogg 1 .`� � __ cl 1 r I � "� �'�';w .cl) Lp �� f, : 01 � r�lo i=' 4-- EPARAnow- I . a I _ I -#--a , "g.-m"A � if I' WK I .111. �". 11� - � I � I - U To 4 , � u � ! IF____$EFv^" I - � -(D � ffSEPARA'RON -,-. ' I I 'v" � , ". / I -�_Isp'&1�001 - cl) ! I I � ;' � I � " i I f i It 0 To GA%_ I ;I- - S 10 � � t'lx* i�' � f �. '?"'fe"" I . V2 i 4 0 - . i � ft LASS i 6' 0 1 f-I 2 - ; f-I 11" � EA "., � i !'� I - i r I �" " I - , I . I i I ICOSTING P1 I i � I . - U r ", I I � I fxsnw. POUREI , ' � [ I � -"'f' 11 . . 7M9 - Do ,"R, , . , j ___ _.@ I I Olt, -1 � .7 CONCRETE OR CONCRETE w _ i ,:� �_ IF - I.- L__t'_ I I - -1 I - -U5 � (D CONCKLTL ,ILOCR �M;'K4 @ 7 :�r'111�1.11�' i W. - -_ 7'1 . - I O" - - , �' I _- __0 � =3 d �� i 9 � I- �' I-, - _ -0 ,. u iorox, -1- I UFj 1 1�1; - . �� I F_ i 6, ,!' - - I *1210= ' ` - 6 "' 11 L---- I EIL __ ED. - ! r_ �_ � ED ., ----,- _ I .� (!� I �'- L�, - - - ' I . C I i � 4 I'- -I . !-. - I- ,� , w. va . _ - __ 4- ' I . . :9- I . ymn "#ffl.., F � � i . ----.I- _ - -, __ 11 . . I - I . �� I I r* - i'll - d L'. � � ; t - . I , � , � *I, - -.- - &" " M-L- �_____ - I-- L ' l ED �' __'_-'i��" _- - 1 __._' _____F 0 . 1111 7� �" 1. I t _I� � i I i � I 1 j m� - 1 �e - �' I.. _N - l� , -'r � � � . ; - ewe ..: L , I I w I I . i , 1, � . � � � �, !I! - � I i L �' . ' - � 1 1 : �'; � I � I __( _, - ,- '�) -1. I - 1 � � - 1 y � T_ �' , , � , � � �7 1 71, � r, L_ '."' . I � I � I ,I i � 'L F-17,1110o." . ,4' wom, , _i-, 12 , 1, , , I I ; � ��N ANCHOR 0 9- CC. ; � __ . , I i� " 11, L � �� i�� n ''I ';� � ' ' TE 1, �' I " � � � .4- 'e0TAPCT.'C 2�,*' WO, � PIA KIM 11-36 11 " � 1-�__ _Y4-0 TAPCOM AOOUm 7� 2 w1_1_______1 11=32 �' I _Q , , rN, Y",Q ""i � ! "IL I I . , TE .� i REQUIRED i � REQUIRED 1 � , ., 1, R "' '. ",'/,' ' 11=11=4"X) �" 1=11TM.111 Oc. , 1 , , - . i I ' m,H "'.D�, --foi,-Ci. - -" 0 REGULM PANELS AN ,,,, , 1 � j �'-' I � � � �L� _ ', "/40 PAONnIMATE m I , � � ", �) � STAGGERED W/ MCI 1, � � � � I I REQUIRED � � fi, - if, I I-00" L _� �' IL" X �11-pv 61A"E/ . 1 2 /2�LUS . I I STACMED W/ Mo , I I -, , " I ANCI" 0 V MC, � '� � � � ; , 'I � D.C. . " I � ' �'L 1 j '.'�'� � � � � ", i� ' I j I I ; WOOD` I I , I I � : , !F� ",4 1 � 3.:�__' -' , � � �' �p " - z I I 1� i' �1 0 a) SCALE 3111-l' � : _'. I i " . " 1 k tf� ( � � WALL MOUNTINOS ( ; � ". '- � ___ �� '13 I I I �_ I , L _ - , - - - _-L .-i I I L � � SM SHEM 13 A It FOR AKKDRS T"E & SPACING FOfi - -I"- � I—- y VECD " � � INERALLATIONS KID wool "u1MR outoom REQUIRED I I : � , L L � I ' -1 � � , " i I I . : � . _'. �_ . - i � , Lj_L U) . Air INDICATEID ON THIS SCHEDULE, MR ". U35 TH" .' - _ I ��' 11- , - __ , I - � i � - - �' �' I _')'� - 'L , MOWN ANCHOR SPADW% AND MEN" IEDME DWANCIE _.. . " , � ___ � " __ INDICATED ON SDUUU RMICE ANCHOR SPACM EF( � " m "WILYINED SPACM SIM ON SCHEDULE ill THE ALIERNIff H- � rou0mm. FPCIORS MR THIS opovim To ME POSSIBLE AL I fftffiE R-30 REDUCED SftCM OBTAINED US04 FACTOR Si(MIL NOT BE tly'm ag ALUMIYE-R-18W ALULWVW�r UESS THAN JAWWO SPOOkO MICARD FOR EACH A)"M � .... 004114n,"FIto" it LIEESAF Pa" AILMOM as 9 a "'.01017folf"', " m INK OR THIS SCREDUIX. .� 4e"i� A, T14 '_!I�^ . , NOS �� I',. . *_ � ....... " =m 11 '"HUNINs-k 9?.�. _ De" *-� TIQ a "SCALE -3/8p.l - 4�.'.;'ON 1-1 VIP". MID" rom --l' __ , , � �� 31IS.1* XJ!t m4t;m-" , 15�- '% - 1�ik LLI � , ,f4,.-`i�CEAI&j %5?%, FRIX!; I 9 ..- �. I '. =3 . & ? �' w I .1 FLORIDA BUILDING CODE (Nors High Valoc �.O.. i,.,.. - Mo" 44011111 voom i'.. . I - Ig-r '. I Ity HU cone zonm)l . .... FLORIDA BUILD1104 CODE (Mon High Wooft ffu ICIDne Zone) "I NO, 44167 % - FLORIDA WILDING CODE �Non High VefocIfy Nurricone Zone) 2 ..D,el 0') � 3 3 .' - NDTES�� = *: _&F&K," _ __ 1 *.- - 42m TI,mm. M, CF. 02010 Imm ft. r1p. - : - it i .. = - . * . .2m rum m Fy. < S.O.. STATE �; cc Z*' '*E s 11 ; 24 GAGE GALVANIZED STEEL STORM PANEL z 0,11 3 3113 - - . * . * -B 2A GAGE GALVANIZED STEEL STORM PANEL DROW W. 1. INSTALLATION ARE ONLY VALID FOR A�S.O, MIGN - � 24 GAGE GALVANIZED STEEL STORM PANEL ORA" fir"; t INSTALLATION ARE ONLY VAUD FOR MAX. A.S.0- , � ff`,. �ftr.�_ i i f �*� ,44167 ' - XMPL On omm"a OW LLC. 01/27/2M PRESSURE RATINGS (p.S.f) AND PANEL LENGTHS AS * . � -1 SIATE OF . FACIDIR t' , *� mi2m ADS (p6N,f) AND PANEL . 9 � = - , ' '. '10RI , - � T a ', STATE 4�- GLOUL PROTECTION PRODUCTS, LLC, " DESIGN PRESSURE RAr � .'LOR GLOIRAL PROTECT 91/77/2= - ___ ' 11LIECO.. GLOBAL PROTECTION PRODUCTS. mv, PER ELEVAION ON SHEET IZ GaLl '-"' '�'- _�' ION PRODUCTS, U.C. IKIL _____!j?T'-- - - __ Q0 ... ....... �� t- �- / Mo 4000 S.W. 51 '47 lk -�C !7_�_�_ 7-, /-T-1LT_E--c-0-.--.\ 4m Sm. Si STRUET __ - LENGTHS AS PER ELEVA17ION SHEET 12. cm S.c 5 $TRW 7A I- TILLIT TICSTING & ENSINS" ,;gF T 2r FOR NEW WOW FRAME CONSTRUCTIW. WOOD _�_ f - - IV - /ONAL - --------- -- �`/r-__'_._ - - - - - 'r';;M_!% '�.. WWI . , SQ, , Fz &~ ItLm- ��-t��c�-to-.f�Aky "FEW V� 3331. 20-175 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD _`roFnr.l`F`DIV"`V`i_CQ I OWL n_ MX14 20-175 71 3 . ft , �' P-911"I'm " PKOW- 054)M-754% Ift (S54)IM101017 20-175 MEMBERS 10 BE SOUTHERN PINE No 2. W/ SPO fnC -4 OR10AW - 1-1 m4__1t=1.1rr=M_".P_ � . ie'i� FAR(SUARS-MV MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC humtso� / �/"-� - - '4-;�. PKEFIC (WWO-760. 'AV, ISNIIII00-67111 _ __ ________ � - - ,44111 "O"Ith, � - ____ - CIENSMY OF O.5S OR EQUAL %, &�'.'..': CIV "'R , - _� Ro- I DENS17Y OF 0.55 OR EQUAL I - -_ < - d-owe"I -I e!!mm-_ - CA-00"m i *4 i =.�. i - I - DOMINOS - . I - I - I im w I ...-W., - P %%VNMC H., I .1 4" ..1.1. L] PLE SEQ4jKAAQJEU['�oUr "AD �_ ple v TT wm.&J'h'� P�E, . I 01 smiukam,mat: - I I " TiL J-11*1 - - - *=11 M" # 111§2 =. � I "f';"`A"M--%*'%__'r I 102 � I I------- - ----- . -d."01", K i:j- ----- I i I vein'o of to I _j I I I I 0- SHEET NO. SH 1.4, C,` El +EZI/118, _11Z I W/I 8 ANCHORS SECTION EV & ALTERNATIVE EZIW ON SHEET Is)- mi. (Iia (SEE NOTE 2) *NOTE 2) END ALvMNVM OFF* OR RIVET LAST PARELO TO BE INSTALLED AT EACH OPENINO SHALL ALWAYS BE T TIM vt/ PEW RAN -FT-tei T PROVIDED OLE 'TO FACJLffATE NSTALLATION IF INTENDED 70 BE INST&�ED FROM INSIDE OF STRUCTURE T 2 R,-� wx �T I— OF 'L' HANQ STORM PANa SYSTEM (END PANEL) 114 FOOR PANEL) (INTERIOR PANEL) (vrif.RIOR PANEL) (E-ND PANEL) Cont TRACKS TOP & BOTTOM. SEE NOT-5 2. 3, 4 f SEE NOTEE 2. 3. 4 (2), END PANELS SHALL ALWAYS BE CONNECTED TO eCiTTIOL! TRACI, 6,- ol OTHERWISE A STOR BAR (V S1,ML 5C PROVIOM AT TOP OF SUCH OAN LEN9111 J EL PAWIS. 40 0 nf, 14�V (1), IF END PANELS ARE CONNECTED TOL BOTTOM TRACK, CONNECTION Silkl CONSI�5 Of 1/4'0-20�3/4' M.S. W/ WING B�DLTED PANELS W/ NUT OR I Min. THUMBSCREW INTO TAPPED OCTIOM I C.. OVERLAP IRACX LD�4 '-'4' �N OF FASTENERS MAY BE A" EITHER OF TWO TELC7*'1*a a t (SEE APPLICABLE) EXTERIOR FLAT FLANGES Of END PANEL. BOX or %, (4'� 114 CASE THAT FRO PANELS ARE NOT CONNECTED TO BOTTOM MAX TRACK ii.e. A S70P EVIR IS ONLY USED AT FOR) AT LEAST IWO I T-I I T f PANELS SHALL BE CONNECTED III .01OW TRACK USING SPEC$ F " I 'i ' ' ' , __ . T I i j INDICATED ON OTE (3) ABOVE- IN SUCH CASE CONNECTION OF I it I I, I I I I I I I IL 1. j J_ I -PANELS TO OCNTION TRACK MAY OCCUR AT ANY PANEL LOCATION. SEE NOTE I SEE I vii, t INSIALLATIONS ONLY VALID "No ,rK 3 L NOTE I i SPEED UP TO 170 P.h� SE,IION EZi ALIERNARVE EZIW ON S-EEI IS) EZ E:Z lW/18 TYPICAL ELEVATION FQR SERIES 2009 E—Z HANG STORM PANEL SYSTEM (t) SCALE� 3/32'-71" 0 VAHOLE \IXIEY> 14-1 SEQTIQN A —A 000u, NNNY SCALE 3/32-= FLORIDA BUILDING CODE (Non Nish Vakielly Har Cane Zo-NI) 4416 24 GAGE GAILVANIZED STEEL STORM PANEL .44167 S STATE Of�� GLOBAL PROTECTION PRODUCTS, LLC. Tt� Za:k:5 �Sv�� r�TA EM �_e� T� 1E �, III UP A 49 10 1 as-n�� nw "Pa#-ImT 20 ou"M ft� u.110 ILTER A. P'L EIN, GINE - EPiNG PRODUCT EVALUATION RE:PORT September ISI 2020 ApplicadoriNumber 17669.1 - R2 EX Project Number, 20-31543 Product Manufacturer All American Shutters and Glass libirmflacturierAddrests, 1540 Donna Road Vitast Petro Beach, FL 33409 Product Name III Descopificur 249a Galvanized St"I Storm Panels Large Missile Impact Resistan; Scope of Evalkiratfon: TWS Product Evaluation Report is being issued In accordance with the requirements of the Florida Department of austrissis 'and Professional Regulation 0%rkio Building CommissloolRule Chapter 61IG20-3-95, F.A,C,. forstafewide acceptance perMethod I(d). The product noted above has been tested andlarevaluated as sumenefted herein to show compliance truth the Florida Building Code Seventh Eddlon (2020) and Is, for the purpose Intended, at least equiveliturt to that required by the Code Re-evaluation olithis. Product shelf be required following pertinent Florida Building Code RID0081tong Or revisions, Substantiating Date: - PRODUCT EVALUATIQU OOCUMFNTS EX drawing #0�31643 filled "24gs Galvanized Steel Storm Panels (HVHZ & NonHVHZ)', sheets 1-5, prepared by Engineering Express, signed & sealed by Frank Bernardo. P.E. Is an integral part of this Evaluation Report. . TEST REPORTS Uniform stak structural performance has been tested in accordanciewlth TAS 2D2 test standards per teal reportis) *BT-ASG-1 7-001 by Blackwift ToOng, ine Large m"le Impact resistance and cyck: loading performance has been tested In accordance with TAS 201 and TAS 203 test standards per test report(s) #BT-ASG-17-001 by Blackwater Testing. Inc. . MUCTURAL ENOINEEPJNG CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative anclot rational analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2 Minimum Allowable Spans 3. Minimum Glass Separation 4- Anchor Spacing 160 SW 12- AVENUE SUITE 106, DEERFIELD BEACK,, FLORIDA 33442 (9!54) 354-0660 1 (866) 396-9999 TI!AM@ENrtNorRINGExPREss.com ENGjNEERjNGExPPess.com ENGINEERING PAV 2 or-1 All American Shutters and Glass — 24go Galvanizod Steel Stonn Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for Installations oulside of wind zone 4 and assairtual fadlilies. Impact Resistance: Large Impact Resistance has been demonstrated its evidenced In previously Wed tesIr foport(s); and Is accounted for In the engineering design of thin product. Wnd Load Resistance Thl product has been designed to resist Wind loads as indicated in the span schedul%s) on the res=ve Product Evaluation Document (i,e, engineering drawIng)L Installation This product shall be Installed in strict compliance with its Respective Product Evaluation Document It a, Engineering drawing), along with all components noted therain, Product components. shall be of the tristanal Specified In that products respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in Strict accordance with the respective Product Evalualion Document (Le Engineering drowing) as noted hersin , All supporting host structures shall be designed to resist all superimposed too& and shall be of a material listed in this product's respNeWe anchor schedule, Host strUctute conditions which are not accounted for In I his product's respective anchor schedu Is shall be design ad for on a site -sped fie basis by a registered professional engineer. AJI components which are permanently Installed shall be protected against corrosion, contamination, arid other such damage at all times. This product has been designed for Use WKhln and outside the High Velocity Hurricane Zone (HVRZ). Respectfully. Frank flennardo, PE ENGINEERING 115)(PRESS's 4PL0046549 1 Cert Auth 9885 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAf4@ENGiNetiktNGE)(PREss.com EFIGINEERINGEKIIII lw. T.777T 1111-- :A 4 T� U; v., M 1�, 17-11 'j th 7 d _T r.l X. LL E C3 au I �� 1411`�"A 7c 2 rin-1 1-M r Irn. (2��U MOUNT StCTION ryo_ �LMAYVARY,- LU 'It 5.1 If rA% F lk-L"r-L 20-31543 Ti OPTIONALIOPITC7TOM CLIOSUREU-TAIL mm xK;I I'm INSIALLAIJON DETAIL-$ FQR SERIES 200Q E-Z HANG STORM PANE INTQ POLJBEQ QQNQREJE. CQNr.RETL BLOCK AND WQOP 51RUCTURU I COMIREVE 9LCCx cc� REOUIRED, t/4"'O IAPWCW162N READ M REX H?2 TEN _FR SCREW 0 OT FRW EDGE .1 64 EPA OF 4 F I 9) l�� . ? 1�2' 41--, A, 1/2' It I- NK,, =W04 TO dims =q---SEPr ALUMINUM MR ALUMINUM POP RNET 01 10 IL MA)c UX PAWJ U14GTH 6 PANELbLE" I' Min, r_SVARATIOW- UMIBSORM SOX WX 0 CLAW OF or "L' h I T4UME1S0REW 9 E.D, ED 5 l--07 ED -7 TAPCON ANCHOR C7 '1114'0 r DIM' 1/4'0 TAPVDN EXISTING POURED Q.� WOOD ANCHOR 0 12' D.C. t6NCRETE OR CONCRETE BLOCK �J_A1_ U J KOKAREO- WALL MOUNM )LNA" SONG SE09N EZI I SCALE 3/a-l' SCALE 3/8-1 4P Q FLORIDA BUILDING CODE (Man Hiah Velocity N fcarta Zone)l MIN. PANEL LENGTH 441 24 GAGE GALVANIZED STEEL STORM PANEL 1, JNSTAL�TIQN ARE ONLY VAIjD FOR MAX. A&D, DESIC14 SHALL BE 21-6" jitI PRESSURE SAYING +/- 40.0 p,s,f, AND 6'-0' MO STATE 0119�;O OLOSAL PROTECTION PRODUCTS. LLC. 11LIEC07' PANEL LENGTH. 2. FOR NEW WOOD FRAME CORSTRUCTION; WOOD MKIC 1#. 5 SWEET, AWIL 'Ll's"14 PINE W/ SPECIFIC 20-175 MEMBERS TO BE SO10THERN No 2, DENSITY OF 1155 OR EQUAL to # . "�n- A nan �., P. start 'A W 'a, ALL AMERICAN SHU17ERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS CHVHZ BL,NON-HVHZ) (LOCATION MAY VARYJ Irc OPTIONAL Y41-21) ", III C)I PANEtsMAYBENt: HEDASAMPIREC), OL78 WITH WASHERED rROVT 7 ATCO rrTICTS8 No ANCH ARE USE[) WHICH I NGNUTS PASTENID 0 SPANS ABOVE 6 BE' -11 =, oveRtAps a nrr.PAN it ��PANTA.ft VERTICAL MOUNT ELEVATION /-2-'\ (NOTCHED PANELS) \-I-,/ MIT,$, ELEVATiON ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24CAUGEPANELS MINIMUM STOR[MrIANR SkPARATiON fPoM GIMS MAXIMUM RDES11 [ ALLOWARILT R'SSUR IN51AWAIII01,15LESS L40VEIMOE IN9ALLArKUfisQRFAtER THAN ABOVE (PSFI 30' GRAor L-1.30.0 I,- ofi U0 wI, 6,06. P-161n 2.16 In 106 6 nt �q 6091., 59liql-4611j. &VInT :WAN �>LHtUUI_t INJU I tb: 1, TER SPAN SCHEDULES WITH DESIGN LOAD 4 PANEL FASTENER SPACING TO DETERMINE 14AXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE VIEISIGN LOI 2� 'PANEL FASTENER-- ARE STUDS USED IN COWUNCTION WITH ALL MOUNTING EXTRUSIONS ('f'-TRACK, IP"JODED ANGIE. ETC.), USE 6,25' O-C PANEL FASTENER SPACING TABLE VALUt', FOR ALL H'l- AKD,'U,'-HILU0uBRS (INCLUDING BUILD Out CONDITIOW, 3. LINEAL 114TERPOLATION BETWEEN LOADS IS GLASS SEPARATION NOTES: I ENTER SPAIN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO Be PROYSCTITD� 4 SCHEDULEM REQUIRED FOR USE WITH POSITIVE LOAD$ ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHIER (CWI LOAD� 3. FOR INSTALLATIONS OUTSIDEOF THE "VINE AND OUTSIDE Of ESSENTIAL FACILT"ES IN ASTM WIND ZONES 171HROUGH ii. THE GILASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS RIBQUIREO� NUN '51yl, Iby MAXIMUM ALLOWABLE ff,nk nmd, I)ESIGN PRESSURES - As WTED IN `*SIGN ScHMULEC, to 14 DESIGN NOTES, RWrD IT11513SITSIVITrIINLI 1,1 T UITED 7 tum ox JH H, l -R SE4A,RATE E-KINEERING FUN MW Vr WIT H THE t q W W01IVDTk68P'B'A�% VRIJMI� 101. 1609 OF THE FWAIDA. BUILDING CODE-SRALL BE LESS 1 HAN Oil I INZ 9 "All,R111, I TIP EOF. N GATIvE DISMN �> S Aa VD, Lrs,� ASSEMBLY AS SHOWN. ED HEREIN FORANY GENERAL NOTES: 1111-5 01MINASTIGITITP A 5 FL&VI lit F kC C� U 0413 ICATED, N MeqUirt, C , r 0 clut 5ZiBZT ECIIIIII4 (20 11 L�IE IDRA -11 FLL, .1, .4�� T%, A TM s1A I AID 11 TO AMEND. Er,-,141.11 IIAI A CA QUIRE QN-MAXIMUM TESTED AS, ADOMOM I M �- i -1 V 9 P5 3 1: 1< A 2a-31 VISIT ECALC.10131543 F", �1114� —0, I_ I'- 'i - - rp 4- PM MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT -4 as I a P I ! I ; 2s, K.-. 22" B` 2,3' 25" 227 W (r 24' 2r W 6 & V N_* W fr Zr 2� 2F Z� 24 V 24� 73 2.59 23, ay, 23, Ir 3r 31" it, W ZY, Sur 11, 33, 24, W, 4wr 2 40- ZA" 4r W' -or 2W 3(r 0 I- 2r 24, zA, 3ir 4r SE R-d. ly IT _14" 27 74-' nqALne ISM M_!!2 2z, 2r I TV A, Z4 ,,MrECTTN� RD41fn� �WjVii AWW VNIM Mlit eukMWI -001,7114* WNW w54 s�u M, KA 00m, 'Aw �jm In ADTI� zls� I. = No 'A$n**S#�45 �6j$'�t " ..r,S - N om l-wl PK (I 1 19, OX`UJFE5 C�No � - _.5 1'"Mwl 1�j 11, �_ D~w�_ 11A] L OPTIONAL INTERIOR FASTENING DE-TAI_L WT.S� n gul ce Z LU 2: 0 94" 2990 Z2 7 o6o" 01094 7 L25 is TYR. - _�, I. 7 T'GA _OB B To M 0.062", -50 -4 2,000' ryp 2 c a WILD -OUT 'U" HIiADER -1.B60" MAN 113" DI365" 31.4.11 7 0 J_ '0,179- cc�`" P6NELC9VEPACF PANEL UENGTI 1 T .-Ed. LWL UMSCTION �.I, I D� 'A' N, S _ ['14po I, T� o.o9o., A TYR "0 T A� INUU-MI *r TRA -I- NNW-' TRACK O�21;54 P T1 KAMN L ILM PIB/meo F Z� 7%gc. WnW OVERLAP Z .25'MAY. 4" mAi( DtiTAIL 7 0.15s J" "Va!: MAM A =Nca -,VA I NONN t �KI�RF Iil I III I "Nin w 'n, 1'.r I A OVERLAP' YIWI .-AA. Bezel A'7. A MAX. 25" MAN 11" MAX. MIN, Y.111 DETAIL �11'11 11V, &T g 0 ;M < 1. !Q�.A tuI MAY, 2 - ANCHORSPACING 34 GADCE PANELS, PABELFASTENERS SCHEDULE- 0 12 5- C.0 3,(,r EDGE DISTABirr CA'I, I ni f 9 --c-ce, Neer *Esuiel Type (Paw) CI C2 CS CA = CZ C3 t4 Ci FIRM Emilimmogiii"NEM 71 39 41 48 5Z 7Z 160'16,0' IT1,90 12.5" JITA" ISO' 7.5" 12S' IS CM 3rar' ��7" iZ 51' vid, IC0 It.w. iz-5, IC&I i.5o, &.:Ll �Arl 15-11. sl� B_ 16� -2-r—O _;,5' 1'4 S� At 14.7" 6.11' 1213�1 LI 5-1 ��V' Tau I. 1501 14,-" V 6.D' !�, yn- 1�.r IGO' I4.T-' So" 14.7" Ile 1215" 1;1.5" Mll. U� rIMMED 33 42 DI 4B 7Z 1-04� —DIREV 33 TAPI:Iuolt�l 41 41 sa 7Z 12.S, 151D 160 10;J" IZ,57' 3AT)" tg�" 74' 12,T 111 � 14,0- 1A.V' el' 1�.V' 16,v, MW MW EM 12,511 1.2o.51 1,61, s.611 2!6101� 5161, iz.yl Ia. 51 i6lall 1BA11 5161, 11.vlw�m 1151' 12,5" 16A' 9&' 5, 1160" ti,v' 16.&1 16,wi g ad! LU 16011,4" 1601 91 IA 12.5`1 1 _13 11.50� 48 5z SO' $,1" 12,5! 2i"!Vi 12.T C; 6,25' 12.3- 4.7" 40,' ti-v, IZ 3-1 1 Z7" I-D" S.21" 1243" A.r- Ail" 1 *0 ANCHOR NOTES: 1 ANCHOR SCHEDULE APPLIES ID ALL PRODUCTS CERTIFIED HEREIN, BUT DNLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. KAXIMUM ALUDWABLESPANS AND PRESSURES INDICATED 1 N SPAN SCHEDULE SHALLAPFLY - Z ENTER ANCHOR SINEDULE BASED ON PANEL FA57 FIER SPACING, TH E EXr�7,101G STRUL-rURE MATERIAL ANCHOR TYPE- SELECT DiBsiG N LOAD GREATER THAN OR EQUAL To. NEGATIVE DESIGN LOAD ONS'AUTTER. AND SELECT SPAN GREATER THAN OR EqUALTD SHUTTER5PANSELECT TYPE BASED ON APPRDRZIATE MOUNTING CONDITION t8EE MOUNTIK DETAILS ON 9FOONNECT ION TYPEJ� TENERS" STUDS USED IN CONJUNCTION WITH ALL MOLINTING EXTRUSIONS FF�rrv%cii:,STUDDED ANGLE, ETC) USE15-25-O.0 PANEL FASTENERSPAaNG TABLE VALUES Fog "H'- AND�USHi% (,SINCLL�UOING BUILDOLIT IONDITI[ToNS) :LL AN IN rA IEn IN ACCORDANCE WITH MANUFII,17MI111ISRI�CDMMENIIA71ON&. Cilo ff:S 5 T$TR1JCTVRrSHALLCONF0RMT0A5TM .0.., 6: M EL SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7N MIAII IN EMBEDMENT AND EDGE D]STANCE EXCLUDES STUCCXIII POAM, 5RIrK, AND on -ER WALL 91 WHERE EXISTING STRUCTURE IS WOOD FPAMUNG, E)MTI FIG 00 DITIONS MAY VARV� FIELD VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMIM MEMBIPIS, NOT PLYWOOD, FASTENING TO RYWOcD ISACCEPTABLE ONLY FOR SID PIECE -- .-,STUD FRAMING, PASTENERSHALL BE LOCATED IN OR CENT�FLOFNOWNAL2'X4'(MIN,);IOOOD67UD(Y EDGE DIST&I ACCEPTA13LF I. WOOD FRAMING), WO0QSTUD SHALL HE EmrHERN PIN E"G-P.SS OR GREEA-IIER DENSITY. LAG SCREW SHALL HAVE PHI U_rPS PAN HEAD OR HEX READ, IIL REMOVABLE ANCHORSAW-015WALT PAN[ELMXT�,ALL4C)INT5SQL[D-SEr& BRASS BUBHINGL h!_ MAcHtNE,.-�,::REW5 SHALL HAVE Ifl" MINIMUM BNrAG1BMENtOFTHREADSfNTO7HE BASE ANCHOR AND 14AY HAVE EITHER A PAN HEADANTMSSCILE1��r *AF III-T) U -o "PREAD' N is, MINIMUM 5MB.. 'ND, EDGE _EX SIUC .1.THE=41NN1sMES. 1+ 08 DESIGNATE-' ANCHOR 02INDITIONG WHICH A RE NOT ACCEPTRFLE USES, Is -LI D1RECTNcXjNT1NGrC)ND1TIO`IIS_ IS. NEAR INTERPOLATIONIS NQTPERMMED FOR USE WITH THE ANO-IORSO-IEDULES USTEDON THIS 'SHEET M WiTuoyam T1011, "IFF011", E IRWIN effin 7 OfIlR11131311 Sol. 1. R 1 HER= omwmwmmwm 2D-31543 66UQTrQm r—i-\ TYPICAL VERTICAL MOUNT -ELEVATION "II-ij NTS- ELEVPFION M MPT' L EGRESS PANEL DUAIL ITER &1ASTENING M MPT' L EGRESS PANEL DUAIL ITER &1ASTENING Cn _C0 > C- cc:)- =0 2 cia 0 Cn CU 0 0 S__ CO 0 CU U_ "_ C> CU > (n .— U) -0 a) Cn E " w -6--1 CU 0 L- CU K6 Cb. C41 ca C.) e4 'Cl cc V4 4r, 6) 2 CIL. CD co C4 go W go CZ: I= " C3- C= F_ �51 Cn L. (D 2D C/) CIO 0 L_ U) CL CL W L) Cn W SHEET NO. SH 1.5.