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HomeMy WebLinkAbout6416 Beverly Hills DrI I I II L A I.! 1! 111 1 3 m LO car N C, N rn L0 vg r l J L0 0 chi 0 CD N E F�- O 121 c i t� .9 1P cal a 0 co Fi 0 a. N a� Ci m INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. a CS COVER SHEET ;Ai 1 FLOOR PLAN o 2 INTERIOR ELEVATIONS N j � t� _ ! `T 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS CD F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS S3M MONO DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAID or Rad. Radius —� S5 DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill � ;_:. AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed SS RETROFIT DETAILS AHU orA.H.U. Air Handier Unit FIR DR French Door RECEPT Receptacle - — -� ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator D1 SECTIONS & DETAILS BC Base Cabinet FT or Ft. FooU Feet REINF Reinforcing WP WATERPROOFING DETAILS BF Bifold Door FTG or Ftg. Footing READ or Req d. Required -` -- BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room �_ +_- ` — - - — -.--� - - m - -_, PA1.0 PRODUCT APPROVAL NUMBERS BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. RoundPR - PA1 1 DU UMBER O CT APPROVAL N S BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening - BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R1S, RISH or R&S Rod and Shelf - ---- r =_ _--+- - �- - -�--- —_ - - _ , '"! "'"- --' PA1.2 PRODUCT APPROVAL NUMBERS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector PA1 3 M BER PRODUCT APPROVAL NUS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh, Shelves SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL C Carpet CAB Cabinet HDR or Hdr. Header HGT or Hgt. Height SHT SHWR or Shwr. Sheet Shower _ _-___ SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL CIRorCir. Circle CJ or C/J Control Joint HHorH.H. Hand Held (plumbing faucet) HORIZ Horizontal SLorS.L. SPECS or SPECS. Side Lights Specifications ==-_=j -"`"I -1 f _ _- - r"--=— n �J � a [I__ ❑ a SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL J J ICI L� ICLG SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir ==-- ------ _.: CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of INSUL or Insul. Insulation SQ FT or SF or S.F. SQ or Sq. Square Foot (feet) Square JF__[��l7F_AF L SH 1.4 HURRICANE SHUTTER PRODUCT APPROVAL COL or Col. Column INTorInt. Interior STO Storage =_ _- SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL COMM or Comm. Community KIWALL or K/Wali Kneewall SW or S.W. Shear Wall - COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow PineIL -1 ❑ ELD - CONN or CONN. Connection CONT or Cont. Continuous LAUN or Laun. Laundry LAV or Lay. Lavatory TB TEMP or Temp. Towel Bar Tempered - _ - - I � � � ❑CT El or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken u LE] D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical MEAN ROOF 15 FT. HIGH TYPICAL DVPorD.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VLorV.L. Versalam DWorD.W. Dishwasher OPNGorOpn'g. Opening VTR orVTE Vent through Roof/Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional W or w Washer MEAN ROOF 30 FT. HIGH TYPICAL ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV orElev. Elevation PEDorPed. Pedestal WA or W.A. Wedge Anchor FOR 2 STORY HOMES EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EWorE.W. Each Way PKTorPlitt. Pocket (Door) WDorwd Wood THIS DRAWING AND DESIGN IS VALID EXP or Exp. Expansion PL or P.L. Parailam WDW HDR or WDW. HDR. Window Header FOR 12 MONTHS AFTER THE DATE IT EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLForPit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet IS SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) CODE REFERENCES ARE SUMMARIES FIN Finished PT or P.T. Pressure Treated WS Water Softener OF CODE SECTIONS. FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors b listed in the trovidi g of these It is the intent of thesedocuments documents that these documents be accurate, providing Licensed 08-20-15 1.0 NEW BASE PLAN Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 12-8-15 2.0 FRAME —WALK REVISIONS review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations 12-27-17 3.0 2017 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 ELEV. Al - REVISED BANDS BACK TO 05-20-1 9 3.1 Office at (407) 880-2333 immediately. No backcharges will be ORIGINAL DESIGN considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. 08-2 7-19 3.2 E N G REVIEW FOR 150—C MPH Payments will be made in accordance to the terms of the . agreement. 09-20-19 3.3 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 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. 1% any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and irl9M ventilation of the building and thereby shall not be responsible for the indoor air quality, the effects thereof, for any reason ner/Architect and FOR has no duty to whatsoever. The Designer/Architect 12-15-20 3.5 OVERHANG OVER SGD REV. TO 3' protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 12-19-2 0 4.0 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 11-2 9-21 5.0 ADDED ELEV K L M 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. 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 1551 Al B1 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. N d N c N o dLU Z. W O Z C3 C U N 03 C W d N C= N O rp Q � N E � � 3 � a. N 4'� C o a U To the best of the Engineer's knowledge, Information andbelief, the structural plans and spedficatlons contained within these drawings comply with the 2020 Florida Building Code - Residentiel 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 Q v p N d ci y0 ;,' Na19 Q y M R L _J u W Z � u- a uJ to = OG W z go LL = Co Co 04 Mz¢ Z N O U U W W U ❑ ❑ U r G f` Q J Q_ jn l%) � a U 0 a--r N LU - O LU 8 NI ^ C. N U J;� U • S co w M o _J U_ CL� E �° a Z® �aC o v 044~ tt Z o gg ww Z in � y� �p aW �Z w °o< ¢ Z go at Wr d U �40 JC o � ar_ �I¢ U 7 o C O >u7 r_"` F— L. LO (U N CM � r N Y � T m Co U-) ¢I a--+ 0 N 0 0 U-) N Q L r E c y o Z � Z � M� E C ' / N r° c d E U � 10 Q p � JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. V V v m LO CN q O m 8 J C) O LO 141 G 3 a N O E v 0 x C N 1P 9 I i a 4 LZ LO ui O a. LO 0 0 v TYP @ 1 STORY O EGRESS 25-SH HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 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 20 X 26 18 J X 25 J S.H. 13 --- 20 X 38 J 18 J X 37 J S.H. 14 20 X 501 18 JX 50 S.H. 15 20X63 18}X624 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 27 114 X 38 J 26 x 374 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 37 4 X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 } X 62 112 S.H. 26 37 JX 72 364 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. CiPnAral Nntaq 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 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 EETTHO SEE SN SHEET 669 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 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 11131" LIVING 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-B1 EXT FRAME 2 x 6 CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: 1/4"=1 I-0t1 (GARAGE / LIVING) N N N N o CIO = 0 V 11 R G Cl) >a°Dx � LL_ a M o _= N L N 6 d = fC N X w N 67 fl'w c pl G d A L y w r d c o cc T W a c /o 0 a � 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Q S C E 8 W� N y in040 x w Q Q C J LL LL w z J LL ccvim a nw £ ?" W MNm �� o W IL _ If) MZ m w d Z N OU v W ❑❑ z coz �� z Q C, J - a � o lL 111 ro •U A g O N In L � u.l ro _ I Q � C,w ri Cl)Z M o a 0 a wod� =° E: co n7 20 �4 U O Z C) o p cli C < Qa U L_ Z co OF ra a? JU W T t U < 35 it It O NLL Q C7 �I¢ F 0> o126 Lo J LO LO Q N F- LO CO N M � r- _N T U U CV m m LO CN 0) I o O Lo .0 N Lin LO T Q LM T E c Z cc:3iri z E Co lE d E U J Q C C JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND 1 q 0 (V 0 M OPT. REF. KITCHEN CD MLj 0 (V I i \ — HOOD Ll 4 M \ / RANGE \ % KITCHEN 1 MIRROR MIRROR i b i Eo 00 - o ZP I i i I 0 I iI q q Cl) Cl) I'LL BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES ROD j 24" TOWEL BAR TOWEL BAR IN W ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR aW. > ;i — — ON BATHROOM WALL = MEDICINE O _ SHWR. (j CABINET 00 I _ VALVES _ = o TOILET CO SOAP 00 PAPER C° DISH U 00 o HOLDER t cr- Er �r o U- U- i M O > CV t 1 - O co _ c� co co co LTU - JB . FIN. FLR. - - - - - - SINGLE ROD OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS - 0 COUNTER TOP CD 30 H BASE 00 H LO 0- C° 0 2x �- U? °0 FRAMING in zo T 1 /2" GYP c? BOARD — FIN. FLR. j - CABINETS - V-2" �bN o 0 r co- T N N CV SCALE: 1 /2"=1'-0" Ill 2x P.T. SOLE PLATE) BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS c-A o '�- N nfl w 7 W 0 L C' LY u c` o C A L1 N + G 4 Ca - CC G N .Q N N Q, O 4 d vq w a.� c a3i io w w ) N �- G E o � U O .. 6O r - .rt i'Zi'ELn To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential nth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature end seal. C a� M v z546 Q 13J 2 LL C -r W Ali 3 a Lu n Z @�rn o W 0 2 a-) (41 Z IL — m u) M Z d r 0 0 N J OU Z W ❑❑ z oN o z m z � Q J — 2 � n M N^ zn CC —j V 1� 1'C• (� clJ C, g o V 0 0 w LU J H E W So S : y U 'o CL` N N Q s o z w M M rj � z a UEL - 0 oLL z® 0 E V CL .0 0 ° w0 CL O i ar o odmd n Y Z�_ o t az z ro N ? - W ° LL0 Z 0 z W ar co 0.1 ° 3 no LOLO m I— L- LO Co N cM J N Y C r m LO ¢I 004 N O N Lin LLo r U T E o CU z E coC a E U -j Q 0 � JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. 2 I' I I 'I "-] o+ m L0 v v� M Np J pr LO I m O N 0 Q LL L O 7 cgi 0 3 QN Q d E t° V t� 0 'o o.. 11 •U N Li C LO ui CD 0 M LO Q m SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED F5 12 _L - 12 PER MANUFACTURERS 5�=y--�_r =- - L m�2„-� 5 SPECIFICATIONS �. �-- -_.. _ _ .___ _-_ ...+.-v - . - Jam..-.- � � \•�� '� 12 _ -�� HEEL — — — — — — — — — — — —. _...� — ..._ — _ N :. J _ .-Wes...- : - --,. :---- —1- gym-• -` _..- / \ ` — — — — — — T.O.M. - - - - - -01 - - - ----- - ------ -------------------- HDRHGT I.0,1 1" x 9" SMOOTH 2" ---.-_ ( I� --_ �J ❑ i� L= - I I TEXTURED L TEXTURED HEAD / BAND _. _ -- - - - I I CEMENTITIOUS FINISH I I F16 ON C.M.U. (TYP.) 9 2" x 4" SMOOTH U r— 7 [L:::�J —� I I TEXTURED 7it I SILL / BAND 25SH --- F.FL. 16070 OVERHEAD DOOR — 3068 FRONT ELEVATION - 61 SCALE: 1/4"=1'-0" 4' RIDGE VENT SHINGLE OR TILE ROOF PER 110 = - - ------__-- COMMUNITY SPECS - INSTALLED 12 - J--= �= - -- -- 12 PER MANUFACTURERS _—L 5 �_ -- �5 SPECIFICATIONS _ - 18' RIDGE VENT —'—_- T.O.M. HDR HGT. 7 V-0" TEXTURED 0 CEMENTITIOUS TEXTURED FINISH ON C.M.U. CEMENTITIOUS 00 (TYP.) FINISH ON C.M.U. (TYP.) 25 SH F.FL. T-0" RIGHT ELEVATION - B1 SCALE: 1 /4"=1'-0" iW611Y 2'-0" 1 ENTRY COLUMN DETAIL SCALE: 1 /2"=1'-0" FIN. FLR. REV. 09.24.21 0-4, �A N o pN� W a� y� o � 13. ti P tJ C"4 M C ![3 V N Oo X to CO O i-- y 9 N L O f0 N � or ai C. N E •t-, c cr- d3 c+ �v cc c E 0� V 0 t 1 ti�� tad f�'%• '', I,�ia• 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, tl) Q a E {: O 13, Qa to - go Q 26 M M LL u_ JLLU- d = Lu �Nm O W ��r• °'°' m LLW Lr) N Z Q Z N OU L) -.- W ❑ ❑ 0 v Z {�p M Z ¢ — E3 U) Z_ L/1 l/7 Iz m in LlJ J H I � S bb _. C o w LD 2[0 w� E w wa Z 1-- Q <z ]no U O aOCV Wa ot ¢� U 5 Z � z Z QJ J u�m ° a z ._w 0 z 5z �w LL r a GD � 2I4 U i > Lo L m m Q � Lsn Co N M CN J r � Y x T " � N M W a l N O LO .0 N T V) LO T � T j Z @ Z E co f/7 E •• v0 '0 w co a c JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. 3.1 �L_I -- 1 111111 I1111L1111 o+ m LO Ln P p7- N l� N J m L0 0 V) rn coV J M n I A 0 c 3 a 0 i N E O tv c I If 1` g �I 'o a �Up J LZ N Ln hi cl- 0 CD 0 l . 4' OFFRIDGE VENT SHINGLE OR TILE ROOF PER 12 12 COMMUNITY SPECS - INSTALLED �5 PER MANUFACTURERS _ -- SPECIFICATIONS - T _ --7 16-7 T -- -- _ T.O.M. HDR HGT, EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 12 5� ---------- -------- 4 CD 25 SH 35 SH F. FL. 5068 SGD 4' RIDGE VENT REAR ELEVATION — 131 SCALE: 1 /4"=1'-0" 18' RIDGE VENT SHINGLE R TILE ROOF PER COMMUNITY SPECS - INSTALLED -, -6= .,-..6- PER MANUFACTURERS 1 - SPECIFICATIONS -- �-u---L�--i r ' �^ ` T �,�.._-• � ._J.- e_ .. r _ �-.�.`- - i r ' �"` �.,..., _-i-i�--J��..+r.._.�.-,�-��- i�--�_�-.ate,.-.T.,.-r'�...-�— - - -- -__ _. -_. ---. --`-- ------ T - r- rc=�.�.r. �: —� _. ,��i i i _ .-,.. i-.d-1.�_ � __.d ..i.—�� -�-_.L-,� L..._-s-�..�r__ .. �.. _+ter•. i �_.. T.O.M. 1 0 TEXTURED 10 01 FIN.ONC.M.U. S 3'-0" TEXTURED CEMENTITIOUS �? FINISH ON C.M.U. °Q 00 (�,P) � 2" x 4" SMOOTH TEXTURED SILL / BAND ---------- -------------------- --------------- - ------ F.FL. LEFT ELEVATION REV. 09.24.21 N co CN N p� fl'= m � W N �W o y o G� O r Co Ci N rn as o s 'in -GO co tee, w G 7 O Q m u ed eJo ya' IS v m y � d a c E f0 0 C1- V 0 l \ FZrt) `V9r�i z F SE- N� 1 F l.0 `c' �..........o���`\\\�. ' OFS1S \ (E To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E a N O1 V 00 O _ N n � N O W S2 2 t i SS W o JLL� _ a tg� F04 �c W § M, 0-) rn 2 w .. Q J TO Cl)LL ZN OU 0 W CIO z 10 Q J — CL 117 N ^N' z M 1w1 , LL �0 r ClJ W � V � OW IN c d fL3 U Q r— o �w f wo :z�—z® QLJL E x oa 0¢a�0RU zdt aoZE . ; O z z JZ a Q 2 az yu W 0 a o v `I ag °3 2� �L J LO LO e' rn m Q M F� LO r M J N Y � r • • • m L0 C-4 di p N Lin E LO 6 m z 3 � co ` a E4. 0 -j ¢ o -j JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. 3.2 *NOTE: VARIES 1'-10" 1" CAP CAP iv iv FOAM TO BE USED — 1" RADIUS --""I`"' 2" 1 f2" `D ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT,< DETAIL TO BE 1" 2" OPENING VARIES 2" � ^"N iv 3 1/2" RADIUS 1/2" RADIUS 1 5 3/4" RADIUS M cn 1" 1" iv BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES EDGE OF OPENING VARIES N 4 22,. VARIES Vc3l ARIES 1 1/2" RADIUS 4" 3a " 4" 41 4"� c71V 2" _ '�` M 2 1/2" RADIUS N � tD VARIES 12" ` 32" 11" 3z" 1 „ 1, 1" BASE cD CV BASE 3" i 2 4.., �n a N I 1 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 1'-6" 1" 1'-4" 1" � v DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE 21a,• • OPENING 6 O 1-1/2" THICK 1-1/2" THICK N -v 10" c � r N, M �n , N 2" 4n 3" 6" 2- 2 N � cn > I 1-1/2" THICK 31, 21 I � 2'-4" 1'-10" �7-'�-- - - —— - . 52, 1 5" 5" 1'-4„ 3" 51„ 4 IN N �ISV 1 „ 711 12 �- VARIES VARIES �' -- - All 4 1 • VARIES VARIES 4" 8" 1" _ p1 00 I I 00 I 6" 4" KEYSTONE F11 0 OPTIONAL KEYSTONE F11 OPTIONAL `° i R6„ `° Q- z 44„ r co � � 3„ LT' ' 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" 4" _ - - 2 NO INSTALL OVER STONE, TYP. VARIESraw • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & i 1-a" 1'-6a" 14' 12' 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54n 54" 3'-8" 7 1 " 4" 3'-0" 4" 101, 1'-4n 101. o - _ 00 !4 t E CN N'� o0 0 ---. ... • MM� N� GENERAL NOTES: M 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) Bid • ACRYLIC SAND FINISH cV d� u o. c->• N m O N O !O m ¢� O1 E c ca y a a�i a n'¢y c � E <O p 0- J N O N 1;; t[7 O To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E OU. Q @ L- W 13Z LL LU c0 g� Q. Ix qq :Fo N z LL - "' Z Q J ZN O U U .. w ❑❑ (D ftC'�J7 `r 7 cV M fl W V^lCD ' Z v W a) w U m 0 Vi L s c cn w � l I (i Q � o J w U- �wo g >� z EE O z as as Q? o � mru N c3Y gLL Z v� _, �o q b a:z M z � z o av W s T j U �� wW 1- o gLL 0Iz �r O > Lo Lm L0 Q cW LO r M :3 N Y � T I M W 00 LO O N o Lo N LO LO r Q l� lM z o Z @ z co Cr- E 0 0 Q p CD JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. F1 I— I t .1. 1 —. -. I l ' -- I - I -- I I I I I - -- . _ i. _ I I_ t I I I ! --I .. I t I r ' I '- 11 1 -- -- I I 1 1 1 11 I. 1 1 - — I I I - I 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 8t 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 713-17, 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER W P WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET Q HALF -SWITCHED DUPLEX OUTLET I rllh oh SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ,O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 11111 014 to lights & Outlets NEMA 1 01 p12 to appllanCes and GFI 150 AMP/ 200 AMP No #to to WH 10 K8 to Range a6 to HVAC 7 n 200 amp 150 amp UNDERGROUND IDjs SERVICE BY POWER CO.---_ INTERSYSTEM BONDING Q TERMINATION PER 71 150=2/0 200=410 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250,50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. VERIFY METER LOCATION WITH BUILDER E� 51N�T "liTp �E PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER ELECTRICAL PLAN - ELEV-B1 SCALE: Y4"=1'-0" N N N o f1 0> W I��/IJ � r CO on 4 u-- o- n coo 0 0 -0 o �cc Q 4? tN �+ w a G ce 7 w u d O w 00 09 Q p G P cc o 0- N N 0 N c� O To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E o .. U) N J CN') 0 l LL W Y LL LL W a 0 = r_ of N tY p 0c W D 0cc w Z N N Z Q~ LL I1r N �Z/ O U 0 W ❑o z i Q J — �L E3 N C1 ^ ! L 0 � � o i- 1 cn tL o U M 0 w 11J � J t 0 Of Q Y ti Cl) Wo is UG Z O CD<i � &� 0z w w - a o W .� C CIS y mU Z ri Z _ y �z Wa w o o ag (D 8.� a� 03 v �L J LID rn Q � ~ M M Y Y m _M ¢I O N O N Lin Q T T LLO E c Z m Z � ri E M y m c co a U Q p C JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. 4 ROOF PLAN - ELEV-Bl. SCALE: %4"=l'-0" d C4 (V o 0 a) > w p t o 4� O G A Ci N —.flOOX O- N 'N 9 N L is a JZj r' sa ... d ..� �• G n = E A p [J �1 •ram �_ •1`. 1� To the best of the Engineer's knowledge, information and belief, the structural plans and spedflcations contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7lh Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. tJ) E S N $ �a♦ V 0 62 w co N _ W r (t•) W Q I-- t- M N M v z ah s J C LL -1 S2 W LL U J d Z — Ccc a t m O W LLCi�M m d = N OU U W ❑❑ C7 N M Z n � Q in n= z � �V) N s U 0 v)qj w c „ ' c w � L S � C u _ • Q O ZZW J LL z � Q EL 0 0 F < E: V F- o U b� o K U U a¢ Z E� � aZ ra p? � ra � C �� NO o o¢ z < aZ ZO . O �w WU S ao Mi CID � Yla� a UU O'^ > L i J r A / LO N tT M C� LO CU NCN M m m L J ¢I N O NLO LO QCIO E LO o z z E M c m d E U u; < p c c JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. 5 1 I . i i _ I I 1 7 1! I 1 I I i I I L. I _ III I I I I I -I I_ C c d A H B 83 TYP @ 1 STORY } U.N.O. ■ ■ ■ ■ ■ ■' —`,-AT -■ ■ ■ ■ = ■ ■ 17'-28" .\ 2'_9„ 2'-8 -11 g„I I LO II IF t I it CIL \ e _ -il 1 `-- , T - I `"' HVAC CHASE ` i I II II• IL '- `i C 3-- - j I ,� I IIL-11 �IBASED �t cO ON I LOCATION + III I 10'-10" M LO CJ H0 — CJ N C' J CIJ 2'-6"x2-6"x 1'-0" W/ (3) #5'S E.W. 17'-5Z' 1 36'-61' 1 I TYP @ 1 STORY U.N.O. F. o> F I : ■ 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OFCONC./PAVER TO BE4" ■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR. 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 18 4'-8" MIL VISQUEEN VAPOR BARRIER 2'-6"x2-6"x1'-0" W/ 3 #5'S E.W. PROVIDE Y2" x 9 Y2' () RECESS FOR FRT. DOOR I SLOPE cv -3 1 /2" I 16' 11$" 8'-6j„ -3 1 /2" co J - ov `D S3 M CJ I III III I. S3 II D.W. III ■ I — _ 9 N /�-�\ I t III III 11 L__ _j I :: ■ : ( I I re = � N r �IIh-' ��W.H.�/ N _ K CC CC 1 I S3 S3 S3 e 2 -6' x2'-6"x 1' 0" STEPS AS REQUIRED PROVIDE 1 Y2' RECESS I I I11 I•. FOR SGD. REFER TO I II JIII 3 2''6 I o W/ (3) #5'SE.W. - T' PER FIELD _ MASON'S SLOPE FOR I 1111(�IIIY I I 77'-11 M24 2 2 CONDIITIIQNS 4'-0 WIDTH I I I II JIII� I L = = JIA 20'-6'1 (2) #5 VERTICAL BARS INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I I I I I I I LL_ EDGE OF SLAB 2" BEYOND WALL I W/ (1) #5 REBAR VERT ABOVE SLAB KITCHEN ISLAND c^o TYP @ALL PLACES SHOWN 1 HOOKED FTG. DOWELS 5" EMBED I LOW WALLS K S3 BUILDER TO PROVIDE 1 J W/ 25" EXT. ABOVE SLAB "GRADE 40 � STEEL" CHASE TO I : ; APPLIANCE PROTECTION WHEN REQUIRED PER FBC S3 ■. _ -�I�_ISLAND -� CJ r - t- CJ in :: I I : 60 S3 7 LO TYP @ 1 STORY U.N.O. `___.. rr •_ _Il_. y - _ �I 1/2" SLOPE I --� I U-01& F = a - I -3 A. ■ I I OPT VV I OPT. D I I L J I 8 r` 4'-6" 1 (2) #5 VERTICAL BARS 2'-6" x 2-6" x 1'-0" VERIFY LOCATION W/ (3) #5'S E.W. L-----------� —-------� r -- FlEQMIQAL_P,6,Ua--+— ----J 4A S3 TYP @ 1 STORY U.N.O. 3'-8" 315g Z_6$„ 6'-0" 6'-0" VE IFY METER LOCATION WITH BUI DER 15' 4-- FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W W J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 43 '. 5� } is . • •�= #5 CONTINUOUS ., . _•" RE QU #5 BA HO INF. SEE FND. FOR ANTITY • ;; ,', "r ,�;r X 25" X 25" CORNER • : _ R ONE FOR EA. RIZ. REBAR, TYP. U.N.O. • • r ,, • ; **Al The ternate: L.v n L .� ' • reinf. bars shall be con t. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C c N o c � o c� m x y =W.. a N L N y O .S d G W U 3 w d � u P d A >. 7 d fl p G >~ c0 O t3- v n LA '.n Ar To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 0 d) N YI 0 N 0 - 9b LLJ. 41 C) tf J Q C J LL W �LLLL a. Z cc � d Y C o LL= M U.1 MzJ0 Z O U W L) N ❑ ❑ z N v1CD CD U � O W S C N ,N v J w I� c Q Y N m Sm r~ M '^ � w z _j cl E O oo s �R H n7 — & o $ O D C14K ~off 4 i a a yN ro r r n QLL z F 'aw CT;0 xy O C1 k'I OQ d? T O J > Lrn LO LO < c� Ln Co � M N Y � T 0 M m L� O 0„ N � Lf) U') T LO 6 Ecc z Z E Mcc m d E O () J v v Q Q C J JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. 6 i r00 e LLu L W CIO 0LL U)vlcn LO LO CL o 04 SEE 3/S5 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO — GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C.— W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM SCALE: 3/4" = V-0" (2) A => Cl) LO U U U STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GABLE END RSH ENCLADDING WIND GINEERED FPRESSURES AND SUUCTIONPER ASCE 7-16 ROOF IS FOR MEAN ROOF GN ALLOWABLE OHEIGHT 5 25 ftMPONENTS ND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:121-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 1 1 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16" EXP. 1 (2%) Or Y32" EXP. 1 (3�/l6) TILE: 1Y32" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/a" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM 1-1667 RSRS-03 10d (2Y2" x 0. I a I) NAILS OR ASTM F1667 RSRS-04 (3" x .120) NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" D.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. CCA CJ5 A S3 a a a Ni i / U �`� � ¢ CJ3 I N ¢ o ¢ X ¢ <0 ¢ v ¢ A1T ¢ a T ¢ O a a w w B2 B1 M 0 E> I I I I I I I I I to kD S5 , GE1 _ FG1 D1 I � w ' CJ5 CA '' CA I I II I I nl r` w 1 (2) X EJ7V I II I ¢ ? w IIcb I I (2) X 018 CJ5V CAV CJiV U3 w I "I II I I I'I nl i�.F 3 > > co to U U U TYP A \- U U U 1 S5 31M TYP. BM TO CO. CORNER 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)PLY1795 (2)PLY 9 - 10d x 1 112" B HETA16 1810 1 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 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS - — J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-112" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w! (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 "" 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 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 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w! SIMPSON SET w/ 12" MIN. EMBEDMENT. — T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME - U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (32) 16D SINXERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 1 605 12 - 10d 1 SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 570 1 (20)1 Od x 1-1/2" " MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 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 (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('"). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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 a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. x CONT LA�DGER� 0 SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—Bl. !*� j W 0 0 /° N f0 O 4 d � W a o � � v •3 ro 3 a, is c E co 0 o � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Bung Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signatu GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T FORM dr GROUT SOLID � r J U 0 I #5 BAR CONT. 8F12-1 B/1T O Y' LINTEL DETAIL SCALE - N.T.S. I Ulu I YHE Ut51(aNA I IUN #5 REBAR IN. AT TOP (1) REO'D ALTERNATE POWERS F = FILLED WITH GROUT S UNFILLED 1/2 CLEAR STEEL LINTEL c ° R =RECESESSED QTY. OF #5 ° REBAR @ BOTTOM ° OF LINTEL CAVITY C ° M.U. #5 REBAR AT TOP U'°• MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T 2po GROUT U QUANTITY OF5 REBAR AT Ln rnNOMINA = - rnWIDTH #5 REBAR AT BOTTOM OF w - � TOP LINTEL CAVITY U RO rn � NOMINAL- °-BOTTOM o it v X w HEIGHT REINFORCING Q 02 C�CO 7-5/8'ACTUAL PROVIDED IN Z� w 8" NOMINAL WIDTH LINTEL ¢ _' IS oo � ¢ 5 REBAR AT BOTTC AS INDICATED (VARIES) U)Ln 6.'n MATERIALS ci-f precas 7ihtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and W to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. M A510. 7/32 wire per AST M A5 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM type M or S. 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 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 applying the cementitluos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 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 CFI 4'-0" ILL �E� 5'-10" LL LINTEL PLAN - ELEV-131 SCALE: %4"=1'-0" Q c C%& o .y C14 1.7y 3 o gO LJ cc >4 uN N co w O Q m m CP w r� C t Q C, CIS ; io y cr s+ � u d 0 r- .Z3 r - rZ ey o r% u Cf To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) LoC14 0) N 12 r:, AMC iM LL 4 J �LLLL LL w a z C o' a 0 f W<_° IS �j o' °' m w W J Z W M Z ¢IL < ZN OU 0 W ❑ ❑ Z NQryO Z o Q Q W t1) z `d o w ro- 0w. N ,N w m U _ Q C_ seo w �Q M z� O a J LL Q 0 oo z fp oa E CZ�o H - RY K• aO O Z (Z:)E coi a p �S V Z Ww � � �x V mf o 4LL Z y m 4 LL 1 Z Cn a� Q S� 0 L 5 N W Wd U s 10 C:)�I � ow �z µy r$ a r MJ Nr O0z .`0 O = > L0 J L0 LO M ^ ~ LO t0 M C T � T Y m COLO Q� 0 N C:)O o LL Ire) r Q T E c LO z Z E (n `m a E U 0 '0 p a) JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. 8 I I I LJ _ I I I I i III 1 1 11 III i I I I - I I t -_ 1' 1 1 1 1 1 1 1 II _ - - -1- .. I I- I _ I I j.h 1111111 W v m in 12 in M n m J M �0Il N i LO N 3 Q 0 n E N E c N Q) LZ a 0 i a .s PJ tZ C) v cm 0 a 0 LO a v a) 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 1 T M R ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL AS OF DECEMBER 3 S , 2003, CHRO ATED COPPER ( ) CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF INCHES VERTICALLY ABOVE ANY STANDING THE GLAZING IS LESS THAN 60 NC ES (1524MM ) MEASURED SU GR WALKING SURFACE. 0 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 3.3. 2 GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2, LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-1851 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. 21. 1 Y2" a" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) 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 STRUCTURAL NOTES 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 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent si n 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. Irri ation/sprinkler systems includingg all users and spay heads shall n8t be installed 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, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfaall occurs before vapor retarder placement, retreatment Is requir2 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be r ore exterior sot 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 a licensed pest control company before a certificate of occupancy will be issued. Tfie 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%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. T4 r� c%4 " j W s c`� r Cc:,' A m X ,•+ G li- O- w io 0 Q ✓ C t W � c a o is y d � U 10 co 7 d 'gip c >: �o d 0 � o R %L r� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a E g $8 (0 fi 0 0 N � N n # tlf in��J? Q yrN0 '6 LL W M LL LL a -o a _ on m c "" Wf°�pjO' �aa o m Z us J °°° N Z a K Z N O3 o W ❑❑ c9 � z z � QE3 J a- Q� z 0 .1 -9 -2 0 ru - LL E U ME Ow - t/1 l/1 c � U w E L 8 = o � C� Q Y • N C. o w ,)j s z Y E ` R E E ¢o i w� ~ a D U r� z O N n7 L �� rip ad n � z p ui Qi �p cn ra zco J ab � s d o LLa Zo sS ww W a 4k S �o a = 01 V .i M r � L 'L J LO M F- L Lid CO N M rN.- m Co LO al �-+ 04 o 0 N LO L Qr E c LO Z MM z E co N ZE d E .. U ai Q p r_ JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. SN II _ 1- 11 PI I 1 11 IJ_I_'_I I it t I I I 0 LZ 0 ZZ L0 0 0 N N ZZ LO 4 0 tR THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) .... S' .. .. I�I .. WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN M' I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-011 TANK -LESS W/H H C G O O O 5'-011 Q - 0 STUB -OUT FOR o ° o LO GAS METER O o U o F N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-81, (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-51' 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'-V (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. 'IT-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nee wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber 4' FILL CELL STD. 900 HOOK BOND BEAM Cn a STD. 90' CONT. #5 CONT. #5 HOOK BAR BAR �_ #5 CONT. FROM 7- --- FOUNDATION _- J TO HIGHEST __: _ B ND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO I BASE PLATE BEARING COLUMN �CONT. SEE PLAN FOR REQ'D COLUMN AND ./—PLYWOOD FLOOR SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI '--MASONRY WALL OR INTERIOR BRG. WALL I TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR SECTION @ above to bearing below. STUDS I NT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min. }Small gap 2" min. Filler blocking r i 1/8"gap i 2" max. 4" max. Web Stiffener Fastener Schedule - - * Joist Bearing Location * i ,� '-- � Series DepthI End Intermediate 9-1/Z' 2-8d BCI 5000sO �' - 11-7/8' 12-8d 3.8d I 2-8d Clinch Halls fl t14 - 9 1/2" 2-8d 2-8d when 1� /. BCI 6000s") 11 7/8" 2-8d 1 3-8d - - - possible , ,\ ®' 14" - 2-sd 5 8d - BCI 6500s - 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to �- 1 - 11 7/8" 1 2-8d 3-8d web -flange connection. BCI 60s® 14" 2-sd 5 8d 1 2) Block soled between joists for full length of span. Tight fit \ 16" 2-8d 6-8d 3) Leave 1 /8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 11-7/8" 1 3-16d - 3-16d 2" min. 14° 5 16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails gCl 90s® required when indicated or max. 16" 6-16d 6-16d 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY"GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflange ofctst. - Birdsmouthuth 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 wall or beam below.* consideration. Check local building f 1116" Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls 1 code or appropriate details in One 10d box areas=20 of high 1 or=20 sinker lateral load. T nail each side l i at bearing. 1 1- � Provide ad'e uate bearing 9 for each lapped joist. Squash block 10dnails SECTION @ INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges I it g BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 61- A 1 2" ROUND HOLE MAY 611 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 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. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S SIMPSC w/(22)' NAILS T 5/8"D THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE i.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR = AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) ;I I I I II I II I II ICI I Nail with 10-10d nails. 7pn Install tight to top flange.SLEEVE THRU STEM SEE PLAN FOR Joist hangerFOUNDATION INFO FOUNDATION STEM 1 .I11, GRADE REINF, SEE PLAN Filler block Nail with 10-10d nails. ° Backer block required where top 1n mount hanger load exceeds 250 lbs._ �_ — Install tight to top flange. ° EI , 11L P, I —� 1/4"-2"gap --' Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1!4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height - requirements j_ 1- ' 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. wu unmoc 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF • SECOND H10A SIMPSON H10A -' -' (WHEN w/ (18)10d x 1 1/2" • _ REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @PIPE PENETRATION t ° ° a • T"t'T ° ° ° d r-I—, T� • � f� TTT 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION —\ PVC OR SCH40 SLEEVE PLUMBING LINE LU GLN �Z� • ° • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. \ FF TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 4 ° ° ° II=III— ° a T= SEE FND. PLN. SIZE & REINF. N � G 0 N o d� � y rs e y U V' Gr M N J� y C �. C �0I4 u 3 ra N G� A O � u 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a a� V N d N N ni (�N^O % 0 Q J LL l L L a z ccc a t ro o roam 0 LLZ zd0 In N O U Z N W ❑ ❑ z z z J R W to z 5 �vN v LLI O LLl Ln SIDij— rz w L U Q <C � 8 S� o w J E oLL Z3 K 4 z® O c tc—° ro xg Up OK4 oa 0o Z o N ro r iZ Q o �O °, z gz rc uj' ro � c � ° Z� z in Q b n gj og a W U d� rG o "w T' �° w 0. 0. r > L0 Lrn m r� Q 0 Imo— Ln coCU J J r CV Y T '^� v J m Co LO ¢I 04 0 N O N LO LO r L T E 4 Ln o Z z ' M c (L E U _ Q 0 � JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. SN 1 _ _--- I 1 I! i I ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 t� P') VARIES INSU 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10--1 (R302.1 1) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH co MOISTURE BARRIER p SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTM . D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I I II ACCORDANCE w/ TABLE IMF I t R905.2.6.1, FLORIDA BUILDING = -7— I� CODE 7TH EDITION (2020) 8„ I 1 II I I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/1 S3 5/8" OR 1/2" HIGH STRENGTH CEILING ALUMINUM DRIP EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER - TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w a- NOTE: EXTEND W1AXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE `v X. N 1 L p .II 0? •�WIII. M[ 6 MIL VAPOR • - z BARRIER COMP. SOIL. p (COMPACTED TO 95% — 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" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" I, S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—N SEE A/S3 OR J/S6—/`I I I I I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT. GARAGE DEPTH VARIES GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-1 (R302.1 1) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24 O.C. NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD ) SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" - IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2'l2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 210 x 6 W1.4 x W1.4 ATTACHMENTS 2� 6 x 6 W1.4 x W1.4 z 31l2"MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH ELEV. -0-31/2' �� A.F.F. O U- p I, /n_ • p / p 2"(in-4"/m1 W p • 00 m 31/2"(min. - 4" 31/2"(min.) - 4' - y (2) #5 CONT. 411 4!1 ' — 8r (2) #5 CONT. 4 g U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL On STEP na SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" k 11 7 SCALE:3/4"=1'-0" c •(�E�S�GJP� PGS' M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3l16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR �,P ASSUMED FINISHED .: , PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ GRADE GRADE 40 MIN. Fy= 40ksi MONO OR STEMWALL M • — — — ° FINISH GRADE " MIN. LAP 30" [GRADE 60 MIN. Fy= 60ksi] 25MIN. LAP [ ] z — FOOTING MONO SHOWN FOR CLARITY 00 6 MIL VAPOR BARRIER R _ i17 G a�. ° — — °° � T ,. Z I� I� #5 REINFORCING BAR R 1 7/8" _— _ �TTT�T #S I AP qPI IrF NOTE 0 p *FOR BEARING WALL f COMP. SOIL. (COMPACTED TO — ° W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557) �mIIm�m� iI II I _ FRAME WALL TO C.M.U. WALL CONNECTION � D � TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE c° — — — ° _ III III III Trl �' _ _ _ (1) #5 REBAR w/ OPT. ' I —I I I —I I I I I . SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS M 4„ °Q SEEA/S30RJ/S6J -ILII ► I;,JLl,,, I ,IiUr FOR REINF. INI`0. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. VVALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 112" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA� • ' INTERIOR A. .4 -31_- / N � M CONCRETE NAILS W 1 1/2 J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE oo fV M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'-0" 10.. #6 REINFORCING BAR #5 STD. 90 HOOK 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 LL' D U N p aLLj — re g — Cn D CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3501 MIN. TENSION 2600#) 6x6W1.4xW1A WWF OR FIBERMESH �, E �! 0—'11••11�11••II _ Ili 11 11�11 (2) #5 CONT. =1 ICI ON 3" CHAIRS (TYP,) 8" V-4" 8" #6 LAP SPLICE_ TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VA 1 SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS SEE PLAN FOR AT 24" O.C. MAX. CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN HTS20 FOR STRUCTURAL jT — - — ° " 4 < 4 _ '''iiLLLiTi riLL' T -- E1larr (2) r�I A' BEAM SIZE & N ar i I CONNECTION INFO 2x4 P.T. PLATE s nis.. o.s.e. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w! SEE A/S3/J/S6 T MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE cc > SEE TYP. WALL SECTION FOR ADDITIONAL j J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) SCALE: 3/4'1 S3 —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR _ w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -� W/ DRYWALL SCREWS @ 8"1 ATTACHMENTS EXTEND FILL CELLS E _ TO FOUNDATION PAD s v —INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN w SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT ¢ ¢ w/ MIN. (2) #5 VERTICALS - zGRADE— oO > FILLED SOLID (SEE PLAN FOR U 6 x 6 W1.4 x W1.4 _t w SIZE AND REINFORCEMENT) c7 • WWF OR FIBERMESH M � w o aww v ° BRICK PAVERS or SLAB PER S o `f' _ • • • • Z z - COMMUNITY SPECS L` 0-0 FIN. FLR.� . .•TION TAPERED COLUMN FOOTING v BEYOND PAD REINFORCEMENT­/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 V N - yy 'O d W N (p C N 'O NO � a • y oyv_ .Q N c E CO P 3- O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H oo EE 0 N 00� N�r� '� '�•` Q �LO �� I L- C J LL w ILL. Z J LL" 0_ —� o W a� �Oc ��pw Z IL m 00 U')�Z d J ZN OU W 0 ❑ ❑ CD G L r U) NQ Z v 0 l/i 1 g C N w M 2 9 U is 0 ti o w M s J E`a E 1h Ji � =® E I— ¢ R OU n 0 0U Z O � G� <o 0 ww � � m2 p ° o oz >_ Z�� L 8� 5� a W U �o a oCID <d 'a V olq¢ P 3 O � > Lo J LO QLO � � N co J T N N^ m m LII T ¢I }+ a--� 0 CV (� N O N � L QLO T r ui E c LO Z z E M �; a o -i Q o JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. S3 (MONO) I M f � II III' 3 -n LO c� Cr c LID C> LO to a 1 3 Q 0 a E V sE 1 c Jq N LL. 0 U �I N O a i n. 0 v W CN Z O a 0 ZZ LO v N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT 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 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE U SOLID AREAS ARE MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ a FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + ++ + �STUD W/ (3) 0d NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW IAI 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD ---- FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. DOOR OPENING 4__TO DRAIN DOOR OPENING DOOR OPENING --- -Q- EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ 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 KB MASONRY LAYOUT rD S(� SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a 4 11 11 lI 8" STD. 90 HOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. t� SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J qJ - CL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE ' w > FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR— GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR _- --- - MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET % GARAGE DOOR TRACK SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cF 0 N 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" —i O/C TYP. DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD - 2x6P.' J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON (2) (1) (2) (1)LSTA30 (2) 3 (2) (2) (1) LSTA30 (3) 4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (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. O� SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT, PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. \\j PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% 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 J EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL KOM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 Ki P.T ATE SIMPSON SP4 -� TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS S �PSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 2X8.P.T. BOTTOM PLATE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED cn i J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 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 O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL /� 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L 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 SCALE: N.T.S. S4 C-; C-A a < WA . r°m awa - N w r+ I d o-rd c 7 p r 4 '. a m c E a w 9 .. "cn :;r/Iffy, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rn lu 4 8 N Lo 0 » M./) N S J Q LLT2 LL a- C9 �LL � a a _ r cog L p 4 O W (p N o iT m 5 W 0 °' Z d 0 IL N O O U Z U W ❑ ❑ 0 z § I z § 4 (n LA z v � o v U O L _ � N m U c Co v -O o chi w z r� o a U_ o o' w, '® 0(E CU v t_ rO o 52 U �o u z CD$for di _CD�� 0 mr, 73 ra U) o o Z v J a �Z ab O g zo W �w LL� J, =s O R ti o d' w� Z a Ui i)^ > L i J •.. / Ln rn m C~ (0 T M j Y T 0x m Co Ln ¢I N C:)LLO O T L r- ci E Z L0 o Z Z v; Eco a E U q p C 3 JOB NO : 22-06473 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV wl (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ' 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX 91. IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETANG SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE 2"x4" CROSS BRACE EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT 5A w/10 SIMPSON H2. ( ) 8d EACH JOINT w/ (3)10d & (2) 10d EACH JOINT w/ (3) AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR 2 10d TOE NAILS EA. @ '� BLOCKING 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS 7/16" OSB SHEATHING END GYPSUM WALLBOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS 1l2 CDX PLYWOOD OR 7/16 �° 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C, EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 10dX3" @ 3" O/C THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6' O.C. " AND 12 O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD -0 EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 7' TOP OF PANEL INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2) 16d TOENAILS ON 2x4'7" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" 4" O/C SPACED @ 71 WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1063" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ 4 1/4"xl 1/2" SDS SCREWS TO 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. @ O.C. MAX w/ MIN 4' EMBEDMENT IN KO BLOCK - MOISTURE BARRIER SIMPSON SP2 w/ (12) 10d 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL/" 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER WEBDE STRAUSEMSTDAM swC(7) SECTION TRUSS VERTICAL WEB(24" GABLE WEB SECTION("2SECTION SECTION 4 SCISSORGABLE"T" BRACE 7 1 O.C. MAX) w/ MIN. 4 3 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 S5 S5 AS PER HIB 91 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX911 -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR IF >9" SEE 1 O/S5 X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION tD SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ - WOOD TRUSSES 1 1 �/ " u, 00 � (2) 16d NAILS 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF RIDGE FASTENED AT "L" BRACE TO EXTEND BOTT. CHORD FOR 4 EACH JOINT w/ (3) AT LEAST 90% OF WEB TRUSS SPANS 10d & (2)10d TOE LENGTH (SEE TABLE) ATTACHED W/ 2 -16d NAILS @ EA. END GABLE TRUSS AT EA. TRUSS JOINT I 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (2) 2" x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4" LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF OSB SHEATHING ATTACHED OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS STAGGERED 30d COMMON WIRE NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL " OR EQUAL E FIRST (4) ROWS OF 10d NAILS 6" O.C. (D = 0.207" L = 4 1/2) O/C w/ (2) 16d , TRUSSES FROM EA. E ES AND 12"" O.C. FIELD TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 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 :__SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS jjjj CONNECTION ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T' ON TOP OF PANEL BLOCKING FASTEN WITH 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. a@ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2)12d TOENAILS L NON - LOAD BEARING LOCATION SAME NUMBER OF ROWS SAME SPACING D B.U.C. � � ) SECTION - SEE TYP. WALL SECTION FOR SCALE:3/4"= 1'-o" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 -- ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 1 SCALE: N.T.S. TOENAIL) (2)16d NA 12" SH SCHEDULE ,TTACHMENT >_ SYP BLK'G @ 16" O.0 I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. SrJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 • I I CONT. BEARING GABLE END BRACING DETAIL 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 SCALE: N.T.S. Srj 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 314" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z W `BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1l4"x3" SDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS —CONT. BEARING 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 wl (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. CORNER JACK � a U i w z cc U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 , CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. is q No ON Foril,111111111 111111 _ NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 N 0 d� C%% � W o o ¢r- CD -% c cf in ,o c7 a► u r 3 3 fC y v a O d A X o d U ��e..i,4, CN 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 E V CO N ODD J U ii S a Y _ r cl Z M ; :R O � — 'o � f c N _ W �pjQi LL Z co CN z N � rn W O U ❑❑ CD z � g L L �I Q CzM Q) w 0 w 9 N Ln E $ i ... 9 —o I Q 0 � � SO C w � Eo li a Z =® o a z fQ F'- �O O X V UO J U m� zN C: o g. N J j c`�' 02 zzN jU uuC.3'' T i o0 � g " 510 � a� � Y �� a O IIIIIIIIIII� cp V zWaa o oS >u J Ln rn Q 0 ^LO^'' L Ln J � CV r Y m m LO ¢I N O Lo N r LO L() Q T' LO E o z z C E M N y c 2v a U ¢ 0 c JOB NO : 22-06473 SCALE : AS NOTED SHEET NO. S5 i ---t r u d I i e i I> t i 1, i 1 t I 1111 1 ! 3 5 m 0 N 0 I m LO v Pc'nLO 0 J I LO 7 3 Q 0 0 U c3 i a Q U LZ LO 0 a a N L 0 Ci 9 3 C.R DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P T TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. 1x4 1 X 4 FURRING 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG TAPCONS L- FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO lx8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /21' DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. *1O.C. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" & 4" FROM EACH 1x4 TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. FURRIN( 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/411 DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX n 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 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 D114GONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO K. 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN, VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL INSTALL WDW, SCREW _ THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL ("K B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP) STD. 90' HOOK (1 D�vllvl:ll Tr-7/ +5^ 'LL NOTCH WEB AT FIRST 2 COURSI " ' '— ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT wl (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"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAXPLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT • PRESS PANEL REINFORCING INTO PLACE. _ 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN, LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR, NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'/,' 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" = 1'-0" SS FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS kR 4` THE ' :S ' FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW I #5 REBAR (TYP,) ' i ♦STD. 90° HOOK (TYP.) SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED / ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN ALL - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT S FO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER i THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 00, 2X4#2SYP SCAB TO SIDE OF 2 TRUSS AS SHOWN FOR O.H. UP TO Z-6" X �/yA� * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" n e p' D P. ' D _ 1T� TIT=ITI-iTf-IfI-, GRADE D. D e DI IL�rI I CV � Cl) D z_ \ d ° (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" + +7+ `' (FNOTN + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—/ SCHED. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO + SUPPORT SOFFIT / CENTER SOFFIT - PRECAST LINTEL �// SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SFF SOFFT n9 Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN, 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3rY - r -v 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 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL NOTCFR N� @ FIRST COURSE SIMPSON HGAMIOKTA @ 12 O.C. ` w/ (4) 1/4x1 1/2" SDS SCREWS ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS z 0 a 11 0 W U U U) SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D. 1'-01' 5'-0t1 SCALE: N.T.S. INISH FLO >r ► 4 — • ' ► #5 BAR XX p. 10 • .• CENTERED W/ g ►•.' 0.11 IN TOP o • ► d KNOCKOUT / N • CHAIR BLOCK MONO FOOTING ► , • SIZE AND REINF. PER PLAN •. AND SECTION DETAILS CLEAN FILL .► •• DIRT Z ••• • STANDARD o i 90' HOOK N #5 BAR IN . r • FILLED CELL - - . - ' ♦ •. ♦ .. �♦ L. ♦ ♦•. �s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"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 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. C%4 a c- Qom, w Cf% W � C2. Co m ovo >`yc d d U N N Co T � O 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q E 8 Lo U) iIi Q c/3 r- M M d * LL J u_ LL W Z 13 a —ate a 4 r«� 5 0 o i, W � m -JD o r9i�pj 1 � W •Z IL 0 W-- 'S N z d r Z N O00 W u) ❑ ❑ z z Q LL � U_ cn w z O w s V) �V) r_ A L r U £ C.-'CD � w U E os -_ z� Z V CI N o Eo o wa VO �z N ~ wo ¢'z ,a: Cn c < o U U m gLL Z r J cb _ u p a 1 ti ¢¢ ZI¢ o > LO J U0 rn CU 0 Q Fes— LO CO N 7-3 M Y Cr Y m m LL0 T �I 0 N 0) N O N LO r < f M LO O z z E M E iri JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. SS m Ln � -Op N S m 0 J 0 I to 0 _31- QN N 0 12 E 0 `v ti E2 9 8 2 0 a s lZ 0. N S CROSS BRACING DETAIL (TYP.) 1 SCALE:NTS TRUSS NOTES: FRAMED RIDGE MAY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONBE V. 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. Cg- 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 Y1r/r--Ivu`u/" VI Ir\VVV••LV 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 PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. ---� -----/— WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE PROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM . .k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E 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 aC� RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS 3IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFOF - ___v _4j REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSS FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO r1 r %-r 1 r1 A 1 n OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER- SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" 1 BM. SPLICE OVER q / CENTER OF POST MIDDLE EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE --SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d 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. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS - OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG —MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE: NTS dk VARIES - — 2xSTUDS @16' O.C. -� ROOF SHEATHING SEE 1/S5 FOR ( ) ATTACHED PER ADDITIONAL SEE PLAN FOR w/ SIMPSON SP1 w/ 10 10d 8d NAILS AT VALLEY TRUSS ` NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. ti SP2 w/ (12) 10d NAILS AT TOP _L L INFO. COMMON TRUSSES. EXTERIOR SHEATHING 16" O.C. W/ (4) 12d —�`- ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP -�r- -'Y�/ SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON - TO TRUSS W/ (2) 12d TOENAILS PLATE & 2 12d END NAILING SCHEDULE STRUCTURAL SHEATHING O MIN. (2) 2x4' FOR CONNECTION SP1 w/ (10) 10d NAILS N EACH END (BETWEEN TRUSSES NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR N (2) 12d NAILS TO EACH VERTICAL GABLE yy N ATTACHED PER NAILING BOTTOM CHORD LOW ROOF/WALL STUD) SCHEDULE PLATE MORE INFO. TRUSS SHEATHING ATTACHED ` i PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION ti 2x4 BASE PLATE W/ 1/2" PLYWOOD r. �` NAILS @ 16' O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ � _ (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS MTS12 w/ KI G x r'l r 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ EACH COMMON 1 r BELOW @ 16" O.C. WOOD WALL `—MIN. 2x4 #2 SPF STUDS t 14 10d x 1 1/2" NAILS TRUSS/ FRAMING y OR TRUSS. 2X4 CONT. W/ (2) — @ ( ) TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH 1 SHEATHING ATTACHED BELOW 16 O.C. 1' STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD MASONRY WALL 4'-0" O.C. TO GABLEITRUSSAILS @ (3) 12d TOENAILS TO - a. _ -TRUSS OR SEE PLAN FOR � PLATE BELOW --- FLOORING ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN e, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER Vt,W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER- FLOOR G.T. Ib MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a 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 aC� FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS &SECTIONS C-4 N 0-�, � U) o 15� o C, 16 X '� w LL- c=a o N O d N yC d d N td W d A O CC ¢� a - 0 0 Ll \\\\4 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply wlth the 2020 Florida Building Code Residential 7lh Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v Q O 1-1 N V N S 0412 (A HH : LO vi Q �LLLL LL W ci a --d— a x Z 13 ri l6 N _ 0 W�Oj°' m 0 M Z Q J ZN OU W ❑ ❑ V N z a $ Q r U) Ln O4-1 LL - w V Ow Ln r U ._ C � UOD I N I_• � m M w z Ia E� E oQ s o > a� E U r6 � ; ao �¢_ op p U z o i N �o ao «Q a rw L p m i zz N Q LL Z g° U a rn w W v F t=. J � �w �3 a V 2R a OLO LO LID o� ~ t� (M N Y i_ m L0 Q� 0 04 O N L0 L� r a LO � � O Z z E C") C a E U _j Q 0 JOB NO: 22-06473 SCALE: AS NOTED SHEET NO. D 1 --- 1 11 L v+ 3 ,o m LO 2 R rn O J r•7 m LO N r� 0 0 LO rn 0 O -8 O 3 Q i F�- x ate. N v LZ a v LZ Lo as N L C O CD 0 LO S Q HESE DETAILS ARE GENERIC AND EANT TO SHOW GENERAL FLASHING ND WATERPROOFING METHODS TO E USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK1) , SEALANT 5) SEALANT FROM INSIDE EDGEOFJOINT WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY- ---_ ATTACHED PER CODE B) TOOLED SEALANT - r - REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure t resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asG in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary rlr�ornrvv SELF -ADHERED FLASHING DECK JOIST WEATHER ✓E BARRIER & %RILY SECURE 14 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING r uyonnvv 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU - 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED --- VINYL SHOWER PAN �O o WEATHER RESISTIVE BARRIER %'N SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING - 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING v \ 0 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) E AM SELF-ADHER (D V-4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Q Lu U) > m Q Z ;;T 0- 121- ai a _ can W CO 0 RO () W W 4_ Ct W LU W �° A U) �- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER --- SELF -ADHERED FLASHING THRESHOLD OF DOOR AND 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 NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING 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 SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703,2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FFLASHING, SEE LANGED WINDOW FLASHING - SELF -ADHERED FLASHING--, applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` `� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE AD ESIVEASSHOWN)PER TO contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings Pr shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. <> 1.2 1.2. In accordance with the flashing design or method of a registered design professional. Li SELF -ADHERED FLASHING m b 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in qutters. LF-ADHERED FLASHING TCH HERED FLASHING 2 I4 5 1 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) , • _ --- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH - PLASTER ACCESSORY - -- SHEATHING,'OSB', PLYWOOD, DENSGLASS (STER STOP A NTINUOUS BACKER ROD EALANT 1AENTITIOUS FINISH AL FRAMING IAL SHEATHING iAF PLANE WRB AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N N . CIA cw � s 0 � y e i r� rs r- C17 �v 'fl w p- N N t N Q N u 3 � a� d � T 7d•ap CE � v 0 CV CV O CV M rn O To the best of the Engineers knowledge, Information and ballet, 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. rA W v E p M a O O 8 N V ,F�. OD F N W �(0 ��:12 N N O LL M Q J a LL gLLU_ LU Z a Y o t� N W @ro �i-rn W _ m w IL Z toN Z d aN O U 0 Z W ❑ ❑ z Z ti Q n � (1) o° 0 ry0 5 LL U 0,., r �Ul N ru c ' w � m Z L _® i U ll- r:. o w Z M n < 4 U_ E _I �� <® V CZ) �� n ? a a N 17- g� m� 0 U)C �� 0 oa Z v J Rb tZ z a`�2 Q r w� ° Nw W5 U ao Fk. �O mi co ol� �O Q > Ln L0 a� ~ LO Co T M (� Y � Y r U) m � T al N 0 � o 0 .Q N 0)� IUD LO LOQ LO d E r C LO o Z Z �; M a. E U -°I _0 p JOB NO : 22-06473 SCALE : AS NOTED SHEET NO. W P I I -I III I I I l I' I111_1 ul'1' IHURr1RlCAN Mounting Brackets (10 Gaugei 4112' x +l 12' x 2-12" See Anchor Schedule Bolts 112" Dia. A325 Gals. (Typ.)M. o T IF114 T-Drlling Screws AK Unit Bottom Edge Hurricane Strap (Typical 3 in front) Front Cross Support (May be cut to W) Left Bracket (16 Gauge) M 14 Self -Drilling Screws Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Washers / Self-locking Nuns Splesallt al.LalWnurd sirsoun a11esN art F-..LW wnh -1 Hwat- An Bm.r Fa�hxted Rr6ed graining along le Won mattaett (Ilr . fen said Back Cross support (May be cut to W) Right Bracket (i 6 Gauge) Florida Department of Business & Professional Regulatlon Bulldog Codes and Standards Product Approval Application Detail Pagr t a i /2nar202t 00 1night ar Grit 2111 12"F%KAm Do Mm Version Manufacturer Ga011e1 IndMMa Lbwa ym2tadm yAldim submitted fafcApproval Apar, am Ammdlon 20-V Sm.n Vent Produda 1. Mloheel Gmbern Herman F Ne P E Locke Bowdon P E 12M82020 12MM020 l=8M20 Apv-.d Crepry: $nK1Ue1 CanporlenU (677) 441-83M PE•73778 (334) 300.1600 BubCrepory: producenhodiseedua Rean of info®erronvenLcam New T ahn.k av Compllenur teothodd Evalu.bon Report torn a Florida ReWMered Ard,itect or s Licensed Flcrlds RationalEngineer Sod EWQKLGmuwm0 QuallniAssuranaii faDlnrd.E:aQra for Atr HZ us. Ap,12itle14VHZ fail Lies AMOVA Religiose 2LaaYd 1 Sm.nVmf Modal a154o510 Dual Funa6an Flood and Vmm/anon V-1 12131IM23 Yea Yea NM 4100E 1DO 2 SmMtVmf Modal 0154"11 Dual F-11. Flood and V�nllatl- Vmf 171312M Yea Yea NIA . look 100 3 SmvlYarm Modal e1540520 listed Flood Vent Mal 1niM25 Yee Yea NIA .IODFIDO 4 _ nVent Made) e1540-521 iThled Flood Vent 12,312023 Yn Yes NM .100A100 5 9manVml Modal e1540,524 16&qual; Garage Door Flood Vent 12tW2023 Yes Yes NIA N/A 6 SnanVont Made IM540570 Wood W411 In WnNd Flood Vent 12/312023 Yes Yee NIA a100F1D0 7 &n.nV.M Model e154a574 14.$two Outgo, Doa Flood Vml 1271/7073 Yes Ysa NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.r 1 d 1 tnumtt Florida Department ofBuslness& Professional Regulation Bullding Codes and Standards Product Approval Application Detail pope 2d4 1252022 F" ,Egyg(,gt 21a 20 Dan Pending Tea Version Manufacturer gently Enpinaer a Lkensa ValMatea By Vallcatea u e FSC Approval Approved aletue Revrelon 2D20 Therms-Tru Corporation Ste-Je8peraon Lyndon F. Schmidt P.E. Ryan J King P.E. 04/152021 12J312020 042b2021 08108r2021 Approved Category: Extend, Docile (8M 843-7628 PE-43409 (613) 767-6665 au dGatagory: Bonging Exterior Door Aasmbaes sjaspersorr@biermetru co Compliance Mathed Evaluatidn Raportfrom. m rida FloRegistered Architect or a Licensed Florida Profesednal Engtaller FLO.O"140 Producr. All Pmduet Model. Number er Name ClualitvAssurance i Aoprovedfor Ues ADorovadfor gI HVFIZ Outside Uee HVH2 Iiiii 139a1� Desian PaaYY� 1 a. Themn-Tru Fiber-Clesdc and Smooth -Star Nominal 6&1y99;8 &quotimpact8quot Opaque iV31/2022 No Yes Yes N/A Composite Edge Fiberglass Single Door (InswingK3urwFg; X configuration) 2 b. ThermiTru Flber.Ctasate and Smooth -Star Nominal 58039,8 aquoLlnpact&quor, Opaque 12131=22 No Yes Yes WA Composite Edge Fiberglass Single Door with Siddoe(s) (InsWng/Ownreang, XO, OXor OXO configurations) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 89R3g:8 &quotlmpac1Aquot, Opaque 12131/2022 No Yee Yet WA Composite Edge Fiberglass Double Door Wth or Without Sidelites nnsvnna/Cutsorng: XXor OXXO congas .$) 4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#WO &quotlmpectliquot Opaque 12131=22 Na Yee Yes N/A Composite Edge Fberglase Single Door (I nsWngloutawalg; X configuration) 5 e. Thar wTru Fiber -Classic and Smootilli Nominal B&MO 8quctimpact&quot Opaque 12/31/2022 No Yea Yes WA Compoake Edg. Flbwglss Single Door w6h anddee(s) (In ng/Ouft; i g XO OX. OXO connpurnon6) 6 f. Therma-Tru Fiber-rinWc and Smooth -Star Nominal 6&#%;0 &qugtlnpact&qudt Opaque, 12f3l= No Yes Yes NIA Composite Edge Fiberglas Double Door Will or WMout Sldalns (InsWng/OutsWng; XX a OXXO configurations) 7 g. Thermo-Tru Flber-Classic and Smooth-Str Nominal B&R39,8 Squat] mpooAqult Glazed 12Wr- 22 NO Vag Yea NIA Composite Edge Fbergla ro Single Door (In-VIOubaweg. Xoardigurabon) a h. Therms -Tv Floer-Classic and 8macith.Slar Nominal 88039,S &quot;lmidectaquot; Glazed 12/3112022 No Yes Yes NIA Composite Edge Fiberglucs Synols Door will Sidelae(s) 0n5oorglOuswltg, XO, OXor OXO configurations) 9 1 Therma-Tru Fiber -Classic and Smooth -Star Nominal S&p3P8 Bquotl mpact8quat, Glazed 12t3112022 No Yea Yea NIA Composite Edge Fiberglass Double Door Win or without Sdelites (InewibgiOurwing. XX or OXXO configurations) 10 J. Therma-TW Fiber-C.1 lc end Smooth -Star Nominal8AWQ aquotImpact&quat Glazed 12/31/2022 No Yes Yoe NIA Composite Edge Fiberglass Single Door (In eonglOWsvA g; X oonflgureton) 11 k. Thertrn-Tru Flber-Clasaic end Smoolh-&far Nominal 88,039:0 &quotimi aot8quot Glazed 12/312022 No Yes Yet NIA Composite Edge Flbgrylas Single Door with Sidelt.si (IrmWrg/Outavano; XO. OXof OXO configurational 12 I. Thermo -TN FIteFClesMc and Smooth -Slid, Nominal 88e3g;0 &quotJiMpsctagrtat Glued 12/31/2022 No Yes Yes NIA Composite Ecpe Fiberglas Double Door With or withod Sidelits Orwmng/OuUwing. )OXor OXXO configunstions) 13 m. Thermo-Tru Flbar-CUsse and Smooth Star Nominal BSAW,,8 &quot1mpacAqu5t Glazed Molded 121312M No Yea Yee WA Open Composns Edge Rberglaee Single Door Onswirg/Outsyirlg. Xomfiguration) 14 n. Therma-Tru Flbar.Claesw and Smooth -Star Nomin216943R8 &quatlmpacr&quot Glazers Molded 12/312022 No Yes Yes WA Open Composite Eggs Fiberglass Single Goon Wth Glazed Moiled Open 6ldelibil ) (Inswirg/OutsWng; XO, OX a OXO cofguratons) 16 o Therms-Tru Flber.Clesslc and Smooth -Star Nominal 6&p39;8 &quotlnpactllquot, Glazed Molded 12131/2022 NO Yes Yea NIA Open Gomposte Edge Fiberglass Double Door wlth a wthaW Glared Molded Open 8idernes On-nalOub-Mg; XXa OXXO configut-boo a) IB p. Thermo-Tru Fiber.Clasir. and Smooth -Star Nominal 88li39,8 itq ot,Impactliqui* Opaque 121312022 No Yet Yea WA Composite Edge Fiberglass Single Door with Molded Open Sidelite(s) OnsvoinglOutwnng: XO. OX or OXO configurations) 17 q Themrla Tru Fiber -Classic and Smooth -Star Nominal 8&039;8 8qudtl mp..Aquot; Opaque 12J312022 No Yee Vas WA Composts Edge Fiberglas Double Door W in or Without Gazed Molded Open SideGles (InsW ng/Outswng; XX a OXXO aenilguratbns) raft TIM v4mNl B9i016acte1'9L RWW.kxh 2020 PGTlndusara Crepdry: Extmlm Dom, 8:2.la9ory: Skimp W.I. Door A-mble. Compliance rained; Cod4catlm Mark or Uethg tlea8 9 teOQ6S]0 (Logo Mnib Impad) Fionde Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall poll. l d l 14=1 11al [ Slit ➢Ilia Does Paa" psis Contort mebser a ucerw VWkm ed by Yill490 aubmiltod PAC Anuroval Arignowd atoll' Jme Iq-.w M-1-Dede BCCO - CER MYmI-Oede SCCO- VAL 11/19/2020 1DFai&'2020 1124/2020 Approved 194I) 48&0100 (7all) 315.2590 posewskl®pguners it c Ancreved fair Uss Awroved fr Use Ill gy(gD produa13-ionan gmturlEm 'Data innim2 12AAdLHlmit 11r� P-, Versa Blkeng Once Door 01/1M021 Yet Y.. Yes N/A May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0140.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248.11 +34.4l-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG Mi Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/2612026 E. OTHER 3. PANEL WALL ,lames Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29/2023 Ply lass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 N/A 12123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Camp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galwnized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 _Alpine MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be awilable to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe I of I252022 Qgyp : entity or :. . ate Detapandino i= IM version Manufacturer contact Encloser & License Validated By Validated Sygmi{gg FBC Anoroval Agargyad�faRLA Rwis,on 2020 Themla-Tru Corporation Sae- Jasperson Lyndon F. Schmidt. P E. Ryan J King. P E. 07reNZ20 07112/2020 0712W020 10113QO20 Approved Catagoni Exterior Deals (&00) 843.7528 PE-43409 (813) 757.ewei Subcategory: Swinging Exterior Door Assembles c)sspersontIlmermstruco compliance Method: Evaluation Report from a m Flarlda Registered Arerlltecl ar a Llcen.ed Florida Prdassional E.,,,. r Sago Proelw0Mosel. Numberor Name QuallbrAsswronce Product Desanoaon Contract Expiration Data Approved a1r In HVH2 Use Appro ad for lac outside HVHZ Impact Restatent 2ago Pressure I a. Thyme-Tru Fiber-Clasak and Smoath-Star Nominal 8&N39;6 Squd:lmpactaquol; Opaque 12J31=22 Yee Yes Yos WA Composite Edge Fiberglass Single Door llnawng/OutaWng; X confipurvfion) 2 b. Therms Tru Fiber -Classic and Smooth -Star Nominal 68030.88quotlmpaddquot Opaque 12/3112022 Yos Yes Yes WA Composite Edge Fiberglass Single Door with Sidette(s) (InsWnyOutswng. XO, OX or OXO confourstlons) 3 c. Therma-Tru Flier -Classic and SmactIvSter Nominal 6".V,8 8qua,lmpact&quot Opaque 12/312022 Yea Yes Yee WA Composite Edge Flbergle» Ddu ble Door with or Wtlout Solauses (IneWng/OulaWrg; XX of OXXO oonfigurallons) 4 d, Therms-Tru Fiber-Cla.sic and Smooth -Star Nominal 89039;D &quct lmpact8quot, Opaque 12r312022 Yea Yea Yea WA Composite Edge Fiberglass Single Door (InsWnglOuls,nirq; X configuration) 5 e Therm.Tru Fiber.Chuic and 6mooth-Star Nomin.188e39;08queLlmp.d&quat Opaque 121312RY1 Yea Ye. Ysa WA Composite Edge Fiberglass Singh Door with Sideltte(al (InswinglOutsmriq XO, OX or OXO configlaston.) 6 f. Therms-Tru Fiber -Classic and Srnooth•Star Nominal 88039;0 aquoklmpact8quot, Opaque I?J3121D22 Yea Yen Yea WA Composite Edge Fiberglass Double Door Wth or Without Scelaes (meWrglOutawirlg, XX or OXXO configuraton.) 7 g Trwme-Tru Fibm.Claccic and Smooth Star Nominal 6&a39;8 &qud;Impaa&quol. Quaid 12131 QC22 Yes Vac Yea WA Comprlalte Edge Fiberglas Single Door (Insla g/Outawing; Xconfguration) 8 In Therms-Tru Fiber -Classic and Smooth -Star 14-ins168e398 &qud;lmpad&quot Glazed 12M112022 Yes Yes Yes WA Composite Edge Fiberglas Single Door with Sideli a(s) (IrmwingtQutswing, XO, OX or OXO configurations) 9 iThw"-Tru Fiber-Cleaslc and Smooth -Star Nominal U0139:88quoklmpact8quot Glazed 1213I OW Ys Yea Yes NIA Composite Edge Fioerglas Doubts Door Wth or Wmout Sballise(MdN1ng/OubeMrV XX or OXXO configurations) 10 1 Therma-Tru Fiber-Clsseic and Smooth -Star Nominal "#%,0 &quot;lmpactIl Glazed IV31/2022 Yes vs. Yes WA Composite Edge Fiberglas Single Door (I-ing'Wowng; X confguraban) 11 k. Tlerma Tru Flbar.Clossic and Smooth Star Nominal 8&1 O liquot,lmpoct&quot Glum IZ'312022 Yes Yea Yes WA Compon"' Edge Fiberglas Single Door Wth S coliv(s) OrlsWng/Outawng. XO, OX or OXO configurations) 12 1. Therma-Tru Fiber-Cissc and Smooth-Sbf Nominal 860301,0 Bgxldlmpad&quoL Glued 12J31I2022 Yes Yes Yes WA Composite Edge Fiberglas Double Door Wth or Without Sdelitee (InsWng/Outs sg; XX or OXXO configurations) 13 m. Themna-T(u Flbw-Classic and Smooth -Star Nominal 8&031,6 &gUot;lmpact&quot; Opaque 12J31F2022 Yas Yea Yea WA Composite Edge Fiberglas Singh Door with &quol;Nonlmpsa8quot; Sldellte(s) i n"ng/Outswtre; XO, OX or OXO configuration.) 14 nThmm..Tru Fiber-CWtak and SmoofMSber NdmIn. I6&a39; a&gLKK; Impad6quot Opeque 12J3l/2022 Yes Yea Yea WA Composite Edge Fiberglas Double Door vah &quot:Norl-ImpacAquct; Sdoiitee(Irnm g/Outswrip; OXXO configuration) 15 aTlterrna-Tru Fbor-Clasarc and Smooth-6tar Nominal8&WJ9 D 8gwtlmpact6quot Opaque 12/3112M Yea Yes Yes WA Composite Edge Fiberglas Single Door Wth &quotNon-ImpactI1l Sldelite(c) (Inswng/Culswing: XO, OX or OXO configurations) 16 and S p. Therms-Tru Fibar-Clossd room -Star Nominal B8039;0 aquotJmpsd&gUaL Opaque 17J312022 Yea Yea Yec WA Composite Edge Fiberglas Double Door With &quOtNgHmpad&qu Ol; SMellts(InisMig/OutwAng; OXXO configuration) 17 q Thermo Tru Fiber-Ctaaac and Smooth -St., Nominal 6&M,8 &qud;Non-Impaet&quot Opaque 12131 2022 Yea Yes No WA Composite Edge Fiberglas Single Door (InaWnwoutsWrlo; X configuration) 18 r. Thefma-Tru Fiear-Classic and Smooth -Star Nominal 0&M39.8 8quot Non-Impect8chsM Opaque 12J3112022 Ys Yes No WA Composite Edge Fiberglass Single Door with 51delte(a) OriewinglOMeWng, XO, OX or CAD conguretions) 19 s. Thelma To Pinar -Cleric and Sfrooth-Star Nominal8&e30;B&quotNondmpad&quot: Opaque 12/3112022 Ys Yea No N/A Composite Edge Fiberglas Double Door with at Wmout SrOWltes (Iru,W ng/OubpMng, XX or OXXO conngwabony 20 t Therma-Tru Fiber -Classic and Smooth Star Nominal 6&M.0 SquiotNon-Impau&quet Opaque 12)312022 Yes Yes No WA Cc posrla Edge Fibergles Single Door (I nownalout-9; X configu b-) 21 u. Therma-Tru Fiber-Claaeic and Smooth -Star Nominal S&039D&quot Non-Impsaill Opaque 12131 t2022 Yas Yes No WA Composite Edge Fiberglass Single Door with Sidelte(s) OruwtnglOutmiare, XO, OX or OXO con la.'soon.) 22 ,. Therms-Tru Fiber-Claeauc and Smooth9ar Ndmina188e3a;0 aquotN-lmpad8quot Opaque 12/312022 Yea Ye. No NIA Composts Edge Fiberglass Double Door Will or without Sidelit s, (IrisWrg/Ouls"rig; xx or OXXO configurations) 23 w Thermo-Tru Fiber -Classic and Smooth Star Nominal BWg36S &quotNon-Impad&quot Glared 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (I-mrg/0utsw+g; X cori i0uration) 24 X Thermte-Tru Fiber -Classic and Smooth -Star Nominal 88d131t68quotNon-Irrpad8quot Glazed 121312022 Yes Yo. No WA Composite edge Flbergla96 Sngle Door Wlh S cla k (a) Onsw iglOutaW no, XO, OX or OXO configurations) 26 y. Thernw-Tru Fiber-Cioselc and Smooth.Star Nominal 68,039,81liquotNon-Impact3quat Glued IX31I2022 Ysa Yes No NIA Composite Edge Flberglau Double Door Win or Wmout Sdelitas(IrreWng/Outs ng; XXa OXXO oon%.raticns) 26 t. Therma.Tru Flber.Clo islc and Smooth-SMr NOMI601 e&e39;0 &quct;Non-Impad&gUot Glared 12131=22 Yes Ys No NIA Composite Edge Fiberglass Single Door (I niawme Outswylg: XooMigurabon) 27 m. Therms Tru Flom -Clasp and Smooth Star Nominal 8&0390 liquotNon-Irrpaet&quot; Glared 12131rz= Yes Yee No WA Compost. Edge Frbexgloss Single Door with Sldelee(s) (Inswlrg/Oulswng: XO. OX or OXO conflpundionc) 28 zb. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8803B.08quot:Non-Impad&quot Glued 1213112022 Yes Yds No N/A Composts Edge Fberglass Double Door Win or Without SsOnownglCumWng; XX or OXXO aonf gurnona) mm Vission Ma ufamlur Ron4Wn 2020 MI IMndwri and Dadra Category: Exterior Doors Subcategory: Slldno Exlaxa Door Air-rbles Compliance UKhod EMINation Report tom a FlarMs Redanima Armored m a Licensed Fiantle Plafasfbna Engineer is Feducl rodN. raanOr to M" 1 SERIES I2V ALUMINUbrM SY:D 2 6ER155420ALUMINUM SW 3 SERIES 420ALUMlNUM SGO REINFORCED 4 SERIES 420ALUMINUM SW REINFORCED 5 SERIES 42r2A1.UMINUM SOD REINFORCED rok ]just Version lien curer FMM.dn 2020 WaynsDslon, o divlslarh orOv xheed Door Corporation Calapary: exterlm Door suIsCa scan. S ectleial rsAWW Door Asser blMs Conpllenct Method: EVMUIKIM Reparl hdm a Fiodde Regletertl Architoot or a Lloanaed Flonde professional Engineer Affi8Hurnliff or me" 3 s000B100N2h)0 silos 70 8000/81OCM200 e1123 71 800"O*t 004200 81124 ]J,gg v-do randredurer FaM- 2020 Carr1ea DINHIM or AADG Inc. Category: Enema Dine aW Calogory: ExrMo Dow Components Conpllenr. method C t"IceaM Malt Or Ltnng [Uh11812.11a Protluda A" agoud rastd. lembar ar arm. 1 60t. 707 727 747. 157. r77, no 84T Somil. end Peke d Doors Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail F."1 a2 16=21 India, a Conrad enoiro,a 1-cowls, ygygya,ty( RAI jape yag" imkmww Dice M1dm Fac Acomral Dal Approved am& Sr"l Banger Luis Robert Lomas Seven 14 Well. PE IOMBM20 10/a82070 1on911026 12J152070 Apprmed 171713B5.33o0 pe,82514 (717)317.8454 b,mmgeggmh,d..- lroaml Detainee SERIES 420 ALUMINUM SOD OXO Q,wily As.urrnce SrS10 aI1rLealt 17/312024 Anarmaglr Us# Alaaovw Inmta Outside No fa Use gym Yes I.WA Reserved No Do" promm WA 145.3/46qudX804quol: NON -REINFORCED SERIES 420 ALUMINUM SGD OX XO-X2t 1213112024 No Y. Na NIA 9aaqd;te0&quA; uNON-RONFORCIED SERIF5420 ALUMINUM SGO REINFORCED OXO 12/312024 No Yes No NIA 145.3/4&gaot:x98&gud . BERIES 420 ALUMINUM 800 REINFORCED OX 12l312024 NO Yee No NIA XO, XX984qudX9%qud. SERIEH 420 ALUMINUM SOD REINFORCEDXXX 1203112024 No Y. No N/A lQ10E dxpeequd; Flords Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.r, d1 149,2021 bogiepe 2ka 2" 29&2kuam No tdmtasa ElMaaeer s uc.naa VstdMse w yatdow Cult W AmmxY Agardy" am Oweyne K-1sh John E Bates Janet' P. Arneson. P.E. 1 WI2/2020 092a2020 10232020 12n5/2020 Approed (3n) 703-8121 PE-51737 (904) 821-5200 dkomishQwayne-deMn C am 2WUXAUKM Pioduc[$scdption .fudtWlp DW U1139; Me. widh 14e39. Mora height dazing 12/31/2023 AmrtgaLlg Ue. Anorwad far use hi gagm Iu.HYHZ QwgdL m ROMIKKl ProMs. too Yes Yee .31.0005 60 ..liable In top a InrmMire lodion 16&e39, Max wNth. 146839. Max height. Ourig 12131=23 No Yes Yes .30.00633.50 .velleble In top o Intermediate section. 166e39 Max width, 14609 Max height. csaang 12/312D23 No Yet Yea �34AW810 "table In top or Intemfedlelt station. Florida Deportment of Business & Professional Regulation Pop 1 a 1 Building Codes and Sta rtdards IIN—. Product Approval Application Detall ants, o ]WA Deart pmIg09 Ft1 fipm6L EndrhenaLlcenae yffitltl�c yayg� aularrI yg A--il A#M Ton Rknay UL LLC Troy Bishop. P.E. 12`1 WM20 12N12020 12,212020 Aµ -.d r 6411 494.2813 (054) 947-0Wll t m.rWayeawebloy.co rg 1yWlty Assurance Approved for ties Approved for Use impact DOMW Bads.! 2ncrkcw0 Lm(rlg.. .Gal! ILL20gli Outside HY1K Jl,,kt d Passes Flush. Gbaed, and L.-W iMOM and pairs d 12r3120?5 Yee Yee Yes WA hdlow metal doors, Florida Department of Business & Professional Regulation Page 1 a 2 Building Codes and Standards 1"21 Product Approval Application Detail ro - C . ., 5"oty 1! t7M. note Wridm 009 m m V$ map(Qag((gL canto l Eriolneaf A LI w Vdidded sir yAuldw 01112011111ola Fa0 Mnraed Anafaflml agoam RoOsion 2D20 MI yylndoes and Dads &tat Stlinger American Architectural Seven M Urlch. PE 11/172020 11117=20 1127/2020 Approved category: Windows 1717)365-3300 ManufaCtwmf Ae5oL1M1bn f71t131t-8151 8LbCMegory: Single Hung n.tenper®ma'd pain Coempllanet Method: Carmtdoe Mark or Luang ouala, Assrer•s A -,root for Ua. Accrosed for Um endear, GaslgD uu rhodud Mod'.'somber or Name ggaWgt Cog(Ead fiaasrMlon Dint In HVF)E oladdt H" R!� Pressure 2 195 t#i 52X72 Fin)Flmge Frsme G)SG bugle Hung 10ttl& 023 No Yee No .6qr-60 Larnhotod Ghee W L U) > .a.•. U a O 2 C .� (U C N 0- � CU U cu W C Q C OM O � O CU .c E ^' O .0 VJ Q Z Z W J N ` Ca 4 C%4 O IJJ t_ C W Cola an ;1 0. Q Cm - v N W y E C, rr Vs �' G A a a,. U) CD E �a z co `V O � L CL L U O W U M m le- W r� W Z Z MMMMJ Z Q J a SHEET NO. PA 1.0. • -_ -_ _ _. _ r�e..n rvr neuu. rH .. :��_ _ _ . I _ ___LI __ Jy_ ._ 1 ..11l I 11 1' 1 ll I I tL_-! II Florida Department of Business & Professional Regulation F.D.6 .19 Florida Dope rfinert of Business & Professional Regulation Paso l erl FlarWa Department of Business & Professional Regulation Peel FlorWe Department of Business & Professional Regulation Page 1 d2 Building Codes and Standards 12lil Building Codes and Standards Ird2021 Bull Codes and Standards 1151Z021 Building Codes and Standards 1a2D2+ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detell Product Approval Application Detail Gent solhLor am at, amaBmdDe eels GQIe entity a Dint 20 DeePsedral age roof! spiky or me am Pmtteadna Qss Soli! FntMv or 20 2dk Date Pandlna )fig I)ag Yamlpn MbaLftctu C Ga21a(& Enalneer&ucal ValidatedaV ValiOgtea i1Yflignalifted FBCApprokel Approved fg pp Revision 20M ThernalCagspranon Off EMstroorColors SteveJ..P.son Lyndon F.Sehmidi,PE RyanJ,KingP.E. (8DM8434828 PE43400 (813)787-65% 10/072021 OR/18f2021 10'132021 12/152021 Approved rips vwviw Animation 2020 MNufeswrr PGTInduatrfaa rated {.{ ! Vedeedair JaneReaoral MplsOatlrfill -CER hLni-DadeBCCO-VAL YmliWfl aye 12CAmeavel I1Mt2D20 il/olA20 ADprgYl9 111112020 a a ACPraked ]yea Yltmm Rewlbn 2020 MIWI000w4and Dowd Rentaiinger Amalfi-nArmlecture Steven MUrrlPE Yaid" figglagged FILCAm VO ima/1020 +a0612020 Aaata)al 10112•2020 LWLL Appoved mm Yamlm Ravlda, 2020 tielditam Mil WindowsendDock, s GROltld ladaRKi.UAW! XILIlwiLk smart store. AhmMienWMbdural sevenMInch, ps Ylltlmat like g EW.89& M Apgtavat gWW 1141212020 11/22/2030 11r291A20 Appeaed SubC : Gderior Door Assemblies ejesperaorl®mertnavu.00 Coaxial W Widows (941) 486-0100 (786) 315-2590 • : CM vanishes (717) 360.3300 Manufacturers AssaeNbm t717) 317.4454 Catheter. "dean "Cate(pry: Fixed (717) 365-3300 Manubct -Associs+ion 1717) 317d404 IxJtiinpr®mFNd.00m Compliant* Mamaw: Evaluation Report Boma giant* Method: E m BubCeepery: $Ingle Hung If-OwkNQppinaMa#ese MCilepdry: Handtal gYdr bttlingerlfpmiwtl.ean Compliance Method: Certification Mark a Listing Fkpirle Registered ArChilsel or a LICen9ed Fixate CarlplianN Mellon: eancetlm kfalk a using an Celnpllsn" Maho4 caaAeMon Mali a Llstslq Rofaaaiollal Engineer PLAMAN IWW$Wauwgma Rtmsu"iA Hecht. ' PLINU142 Proaueb allaiwAmiliam A Approved mr L_ j� Design it" product Mo d.L ilea tea a Nan pubYr Assurance product Da mi lm C0 arad belrotlon Dale A�evad for lase Aconnrad for use a1 HVHZ Outdtb NVNi Impact�1 )> g Fin MA P rid ~ Maar1. F` nor rc Nano 0 Appointed for use Approved for Use. in KVKZ bablat Also" QMIM1 � ita R Product Mode, NMba a f# N MNUZAmuraofit h4gaL L Sd�KIEC� 2Yt BMUOdtallla ADREOngfa LW lama 21*M ID hill outside R 01j Rsa41®S Pressure AMA Product Modes. Number or Name Firedfact Description Contract Expiration Data In HVNZ outolda HVKZ WKICLnt tier 2 SH5So0 (Lang. What. Ill Vlrryl Single king 1MMrw 07/d02025 Yn Yes vm Ni 1 H91I. FM p tl Flange Frans 7342losuhdM Olsw 02/184024 No Yea No se5/•55 1 +68 PW 73. 721ntul Glens 0410340" No Yea No te0140 1 a. Themrn-Tru FlbanClessb and Smoodl-&ar Nomina18aa3a9 squot.Non-Impaadquot: Opaque 1213112022 No Yea No WA Composite Edge Fiberglass, Single Door (Ins"nipuMnng: X Configuration) 2 b Thermal Rber-Claus and Smooth -Star Nominal 86a39;6864"Non•Impsol&quot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Doe with S cloiHo s) (InsvAnglOutowing; XO, OX a OXO configuration.) 3 p Thermal F6erLlassle and SmnOth-So r Nominal 615#rl apudiNon.lnpaaSquot Opaque 12/31r= No Yee No NIA Fiberglas Composite Edge Double Door Wm or Without SidNites (InownrelOutlAldnp: )X a OXXO configurations) 4 d. Thermal Fiber Cisl and Smooth -Star Nominal 7&IM D dgllo;Non-InpeNaquot Opaque 1213112022 No Yes No N/A Composite Edge Fiberglass Single Door (Insming/Outsvil X configuration) 5 a. Thermal Rber-Cloal and Smooth -Star Nominal 7&M.0 squat Non-Inpad6quot Opaque I201till No Yea No WA Composite Edge Fiberglass Single Door with Social (ImowngiOulsWng; XO. OX or OXO 6 f. Trarma-hu Rbav-Clas to anti Smooth -Star configurations) Nominal 6&*39;06quotNon•Impad6quot Opaque 12/3112022 No Yas No NIA Florio Department of Busine6e & Professional Regulation Page 1 Pill Florida Department of Business & Professional Regulation Page I d+ Florida Department of Bulginess & Professional Regulation Par i eri Composite Edge Rberglau Single Door Building Codes and Standards 11=1 Building Codes and Standards l+ami Building Codes and Standards taw2+ Ore ntimo Outewng; X configuration) 7 g. Theme-Tru Fiber -Classic and Smooth-%w Norninal 8031il;08qu0tN0rHmpvdt&gvl Opaque 121&1/2022 Composite Edge Fiberglaw 9ingk Door with No Yw No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Si lle(s) (Inawing/Outsw rig; XO, OX or OXO Configurations) 8 h. Thermal Fiber-Cluteeo and Smooth -Star Nominal 81111e39;06quotNon-Impaetscil Opaque IMlI 022 No Yes No NIA MIMS Composite Edge Reasons" Double Door With or SmW l�C atl! awlper, Penniman� S� ��� al{l 249 QULBWAM am Q& egtlaGpi LIMA aW RALMMAM 20 WON" sMelees(InaWnglouldwing; XX or OXXO verscn CorteTd bkwn-aL(Q:Ws VigdMMl®C yJliftld dg8@)m Ilos manufacturer Context AU-0 Woodshed life ygdy{gd submitted F CMai l Asionerad ada ]ygs version mature Cooley veldeeer yy(dp ;fig PGQ Amaral dgggytq am mnngur#dons) I= IYoNdaill ;Sitigmdtffi fjGAjgjmlal No& Ymlm 0 i. Therma-TN Fiber•Cassic and Smooth -Star Nominal BBa39,84quatNorl•Impsotaquor. Glazed 12/31/2022 No Yes No NIA Affirmation 2020 PGTInduWbe Jose RCNw.ki Ment-Cade aCCO-CER hsamFDsda BCCO-VAL IIM/2020 110512020 11/1irA20 APpaM Revision 2020 MI Windanrod Dams RrntalAnlw Lulr RI-.,W Smen M Mich. PE 1WOM21 lM62D2g 10/19il iVIU020 Approved Ammetkm 2D20 PGT Induaaks Jenr Rosowsb Mem4Oade SCCO -CER MontDde SCCO-VAL I10612DX) lii(AQ020 11/11/2020 Approved Composite Edge Fiberglas Single Door Cae"!Wndaws (041)486-0100 (780315-2%0 Ce.gay: Wind- (717)385-3300 PE•62514 (717)317404 Cea.galr. Who-. (941)486-0100 (786)315-25N OrtarangiCutswlro, Xconfigumbon) Subcategory. Fixed yore"Khopeurduemaec subcategory Muaons blAingerQmlill subcaeeory: Mulls- lm6owskleppandusme9e 10 } Therms -Tub Flber•Cassle and Smooth-Ser Nominal 111a8132;8 &quotNon-I mpscdaquot Glazed 12/31IM22 No Yes fVo NIA Cornamna 11dill CeNlueen Mark a Listing an Compliance Method: evaluation Report tarn a Compliance Mourne: Connection Mark a Ustng dim Composite Edge Flbrgisss Single Door Wth Flark4 R.glsherad Architect or a Licensed Florid. Sldelne(9) pnawrg/Outa 11 XO, OX a OXO fUPl13&IZ&predYts Professional Engine. 11 k Therma-Try Fiber -Chub and S north bf configuranOM) Nominal 68i89.8ilquotNon-Impact8qust; Glazed 12131=2 No Yes No NIA =MQ Aver for Liu Amr,evW felt airs =+ate taRa amim j,J6fg A,wray.d for tMa A WWu 20" Composite Edge Fiberglass Double Door with or glA.i yl.areo tR4�,Deverf ill Central amlralon Dee InHSo-R g) assistant ) � � lest Hlr tlMlm Sgdtag<lOUMWnDAt In HVIII QSdoddle M MZ &t Mint larval 1ou vIu1 Sdelass (I newing/OubMing; XX of OXXO 5 PW-Mimi Impact! V1ry/ Fired W Widow 044OM25 Yee Yes Yes N/A Quil ALYLa7d Am mmdfer LLU Age ImOYY 299M 1 Mullets for Nl Doors and Windows Aluminum Mucous 08262020 Yea Yee Yes NIA configurations) in& $ems 9anlmj . In HVHZ outlets, ets, H slow" � 12 g-Tru L ThermFibOr-GsseC and Smoothl Nominal 7&s39;0 &aBq quol mpaul Glazed 12/31/Z022 No Yu No MIA 2 57s1 Vertical Aluminum Mulk- 12rJ12o24 Nc, Yes Y.. WA Composite Edge Fiberglass Single Door (IrMwingioubwvp; X configuration) 13 m. The ma-Tru Fibar•Clasec and Smoothl Nominal 7liull&quokNon-I mpl dlqudt. Ghazal 12131r21YY2 No Yea Na N1A Composite Edge Fiberglass Single Door vdh Sidelftl (InswnslOLdawing; XO, OX or OXO configurations) 14 n. Theme-Tru Fileaf-Claeslc and Smooth-Sbr Nominal B&032;0 aquotNOMl mpadaqul GlaZad IM1/2022 No Yet No NIA Composite Edge FlIpWgIou Single Door (In#uanghouWAV: X conflguraoon) 15 o. Thermal Fiber-CWrarc and Smoom-Saar Nominal 69039:06quotNon-Impsafiqul Glazed 12/31/2022 No Yes No NIA Composite El Flbrglas Single Door with SdNOur pneWnplOutawinp: x0. Gx a Iv(o lithei Florida Department of Business & Professional Regulation 9u P+w + art Florida Department of Business & Professional Regulation pa Pose zd2 Florida Department a Business & Professional IX+ Regulation Par 1 a 3 18 p. Therma-Tru Fibar•ClaeslC and Smooth•Stor con OM) Nominal 8&e39;0 &quotNol mpad3quat Glazed 12/31r2022 No Yes No NIA Building Codes and Standards IAdt121 Building Codes and Standards i 2+ Building Codes arid Standards IA12021 Composite Edge Rberglaae Double Door Wm or w+dlout Sideldes 0 nswinalOutawing: XX or OXXO Product Approval Application Detail Product Approval Application DetaU Product Approval Application Detail configurations) 17 q Them1►Tru Fiber•Chmm and Smooth -Star Normal 86039:8&quotNon-Impad8quot. Opaque 12/31/2022 No Yes No N/A Composite Edge Flbeplou Sing Is Door Wth Transom (In meng/Outawng; DIX configuration) _ _ - 18 r. Therma-Tru Fiber -Clapp and Smoath-Ster Nomtaf 881 BquotNon-Impad&quot Opaque 12131=2 No Yes No NIA riedill Enfty or 291 2U Dina Mudms S9gl Enm or am an ! 20 ygga � 2" 2.s 2aa,� p.a Composite Edge Flbergl.as Single Door With 1!f!m Ymalm 1 Endroa6 Llasssaye.daree av FAG Amr•val ,� ta�n� r� lkgt Y ndom n.nw.ewrr Si901B1 EomuMe.r:1/anla I(mWYftl.gY >talldslW g1amlWl A&C Actual Atonal iltlui IyJtl y�MMl Manuffulu ar yaalWllfl.aL PIC � Approval AQprplal ' Bidelile(s).rd Tren.am(I-Ang/O.tanie ,OIXO. 01OX or OIOXO corfourstNOAIJ Rome. 2020 Johno Handle Building Products. Ino. Chad packs V. Andrew Tan John Southard, P, Ill 011051= 12/142020 Ol/MD21 ding FBC Apa• R.Jamn 2020 Akid. Nick Thompson Lyndon F. sehmla. PE Ryon J King, P.E. 0VI5r2021 02fISM21 02r222021 W V2a21 Apa,aed Revision 2020 GAF Micheal Sean Rol Merrill John W. "cool PE D"rID20 0.212020 1010WU20 1211&2020 Approved 19 a. Thermo-Tru Fiber -Classic and Smoothl Nominal 68.*30;88quipeNon-ImpamiBquot Opaque 1213112M No Ye► NO WA Csiepory: Pane Well. (900) 345-0350 PE-61882 7352) 367-2526 cslegay: Pend Wall. (330)922.23a9 PE."eo0 (913) 767-85M caogol Roping (600)70g-3411 PE-50156 (954) 7724224 Composite Edge Fiberglass Single Door with amcaiemfyl adng child dkrduselismoshord A,bca.9gry. Sw19e nthanpsoneslsid,cems Brtrcantlanf Mphat tininess mstlenegr.-m Slciales(A1 PHS-010u1siWisilt XO, OX or OXO CWVIMnce Memos: Evaluation Repo" tom a wro^'' Cam ilawe Natled: Ev.uelm R.Port mmn a Compliance Mahm: EkS.o lon Report eon a Continuous Head" Sill conngurshollaJ FloIW Rpleerad Architect a s Us, 100 Florida Plodd. Registered AmInfied we U-sad Flodde Floods Registered Archil t a 4 Licensed Flodde 20 t. Thenmil Fiber.CAassle and Sr+oott .SWr Nominal 88s34,0 AgUorNol nped&quot Opaque 1213112022 No Yes No WA Prorembne Engl mar Prof NS1.91 Engln.r Professional Enowar Composite Edge Fiberglass Single Door yvth ad ratil 0nownnprOutekklrq; XO. OX a OXO � Continuous Head and S411 mMlpurstlood) OeMlav Assurance Approved fa Use AtexeVed for Lie. a tIDRe3 QZmM] Aoaeaad fa tiles Amroved for ales d lalalFl ) �a� Amreved fa UN Apprmddd fg gg (pp)pgt )� 21 U. Thermo•Tru FIDar.Glassk and Smooth -Styr Nominal S &guCl.zed 12f31/2g22 iucitf t G No Vas No N/A aeon Prcoevt Modes, Number or via._- - Product OM n Contract expansion Da. 6fldl+z IrLd10R OuLeda NVNz .sEt1al t'11teYQ oven A Prederm YoOst. Numbs a Name Praduei gapnalal Conrad expiration sste in HVNZ m,,s Nord RwMaA Presarn glag Pypsi=. Yodel r a m. Diddle HVHZ ! atlSpli 1 $ttMIQ. Cposite Edg;8 Edge Fiberglass Ingle Door w Composite Singh DaOr S CWW&) (InsWriglOutaWng, XO, OX a OXO 1 Camplank Lap Siding lib -moot lap siding IZ 312023 Yak Yea NIA NIA 1 a. &quct2T&quct Sofa Vent a Bold V" smile 12731 r= NO Yee No WA 1 GAF Asphalt Rom Shingles Fbaessa reinforced 3-mo lgrtinead, 5•tob nd 1711WM22 No Ye, H/A N/A Continuous Head and Sill configurations) 2 HrdaPlenk Lap elating lb-mrnl I.p all 12012023 Yes Yes NIA WA 2 h eWuctllberee 7`41muot: 8olm Val a 6dltl Vinyl SSA 12131=23 No Yes No WA Inpek]ge esphan shingles 22 v Themlil Film-Clvasg and Smooth -Star Nominal 88,111139:0 &gruo ;Non-ImpadBqul Glued 1213lf2022 No Yes No N/A 3 e. &qud;GraenDrsr WNeoa Baadeoaf139 Sold Vent or sold VMy+ smile 121312021 No Yee No WA Composite Edge Fiberglass i in01e Door with 4 d &qua:a8&apt Sasll Van: er Shca Valyt tide 12212021 No Yea No WA SHIMAa(a) (In8Wng10uteWing; XO, OX a OXO 5 e. &.qua;-- t quot Saint Vnl a Sdid V"Son 121312023 Pao vs.Me WA 23 w. Therrivi Tru Fiber-08mic and Smoot -Star Continuous Heald and Sit configurations) Nominal fill, a 8quot:Non-Impoo+8quot Opaque 12f31=2 No Yet No WA 6 f Bqu. Si p. Spanaquct Sa151 Val ..did V" SdN 12iMM2S No Yes Na NIA Composite Edge Fiberglass Door Panels vvith Vented &"We) OnsednerOwbwag; XX )=or Xil owlfoun9ons) 24 x Therms•Tru Fiber -Classic and Smooth -Star Nominal Still aquot, Non-Inpaol8quot Opaque 12131f2022 No Yes No WA Composite Edge Fiberglass Door Panels, w1B1 Vented Sidelee(s) (I nowingfOutawep; XX XxXa X)00( oonhguratil 25 yThema-Tru Flow-Clooki rid Smooth.61nor Nominal 4&a30l&qu*Non•Impsd&quot Glazed 12131/2022 No Yea No WA CempoWe Etlge FRivgsN Oder Panels Wen Vented 8delita(e) pnsw+ngloutvmg; )X, XX)(a)O0o( Florida Department of Business & Professional Regulation pees 1 a+ Florida Department of Business & Professional Regulation P.O.I a Florida Department of Business & Professional Regulation Page I off 20 z. Therms-Tru Floor -Classic and Smooth ftr 00flpuradone) Nomara18863g:06gLrot;Nan-I mpao)&quot Gluesd 12131/2022 No Yea No WA Btikgn Codes and Standards g + + Building Codes and Starldartf. I&= Building Codes and Standards 1e1202, Compoclb Edge FlMrglaN Door Panels With Vented SkWbK&) 0nsWing/Outswing; XX XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 001"Wanons) 27 za. Therma-Tru Flbar-Clasala and Smloah-Star Nominal 68011391&quot Non-Impad&quot Glazed 12/3112022 No Yes No WA Composite Edge Fiberglass Single Door with 36a39;0 Sd5libil OnaWngtOubwlno XO, OX a OXO oonfiguragons) Stela emgy or alift; a" Cie. P-d- asp sett t:nlltA-9L gist Alta mm £99a Entire or 2M! au 2&!PffidOB QJdt 28 Zb, Thyme-Tru Flber-CI&MIC and Smooth -Star Nominal 66f/39; 5 SquctNon•IrpadBquot Glazed 1213IRM No Yes No WA I= ylolm kt,,fm,- Certain EOdndwr ALmtyaliddrdW YANAW gyadpal FAC A-,val Agartmed a" mm YldaD MEla11a9W9M. Gitltatl. EoWWAeiLlssWl yWfylal$ Xdd" Sam" E6GAWCM Amounted auto 12a yoral Manufacturer A umdes v&iMaed Av aY IrWW gkyalNid Pal Amrwa Mxowa Kill Composite Edo* Fiberglass Double Door wall R.Meon 2020 TAMKO guiding Products LLC Kan EOen Roten NNrrinen John W. Knuetkr, PE 1004/2020 M292020 1an22o2o 12,15=20 Approved Rewebn 2020 L V. Tharp", Inc me T)wmpan Afds4etural Tony CAnamen Zachary R. Pwv Sloven M, Urldi. PE 09m772020 09/182020 09JI2l2020 12115=70 Approved Redabn 2020 Floods MOM ProdJds Inc. Clark Jones James L Burl P.E@ Steven M Unin PE D927/2020 OD26r2020 10041 12na2020 April 3039:08idelials 0naWngrOutsvM9: O)O(O Cafpgry: Reasons 14171624-0644 PE-52166 r954)"2AM4 Males Compel (TAMC Di 40131248.3430 P&74g21 17+7)317.8454 Category: Rdding (904)7434400 CBUCK Englnsomil (711)317-0454 29 zc. ThemM-Tru Fiber-CMMic and Smooth-Sbr configuration) Nominal 61101 ;O&qudt Non-Invocilil Glued 12I31/2022 No Yes No WA aubCa.pory: Ualanaylraua kerrLadn®tsrrta.can Ca#gay: Roofing sWCatapory:Rcoln9 Ap"seorlM me mean a tmyoga mtoding.can $,*Category. R-11hp Aceaasel that tiro an INeg.el Paddles Raring dyeem Paad dies R: dakethemas time Pill Composite e Fiberglass Single Dow With 3)9N30rD P0M �9 A 9 Cognitive. Method: EvaueBm Repot tom a pal system Ina Pan Nthe Room Compll Eveualm ReOod from f s) QnsvanglOuteverg; XO, O%a OXO Fladda bdanael a e UcanNd Florida Compiler" Melba EwNa6m Ration tan a Ferlds Reignand NMmec+a a Licensed Flood. 30 zd. Tterma7ru FiberLlaeaC and Smooth -Slat conlie oon7gufation Nominal 88a;O8quotNon-Impadt9qu0t. Glued 12/31f2022 No Yes No NIA mmil Engn Prohksiend Engine. Florida Registered Ardillect wa Ucelsed Florida PmNssiansl Engineer Composite Edge Fiberglass Double Doorwth E1912911,1111,Prins t - Professional Enta 380l Sklallles (Incwing/Outaking; OXxo Amravedranuu AnerevM rr ties Ei wnagumbon) 91MODL6ldYtAOGL Impact 2Selss MgE,. Approved IN Use Amrolled fa UM tppagf, 2,�J 31 ss.TMrma-TruFlber-Omeleand Smooth -Star Nomelal7&ill1quotNon•ImpectlgilShelter 12/31/2022 No Yes No NIA $lab j,�kratY.daa.NunbarNuns RaductDeaalolen ).p(Ppg •Q� 1,NVI;1L outsideRVH! R,,bn t "aakul ApprovadlaUM Aborowdfor kin am 221111111 gaa8 RaArdYowl.MAnhrorNema goal, p11 Ggd[ari.LlMilgMl�a in Hill needkau g,y�( PauMMlfa Serebs Composite Edge Glazed Fiberglas. Single I TAMKO Rod Undrkymords (HVHZ) Rent uneenaymad. for use In FBC HNQ O62&2023 Yet No NIA IVA AMA Ply GmatELLoduam2da in 111/19 Oulishchis Ill ggyII" pyujoun 3 3- FLAW-0 &qud:RV 10 Ridge V1n&quaf: Aluminum Ridge Vents ter plohed roots faMcated 12/312024 NO Yee NO WA Door virth or wthoul 19#30.2 Sidwel (Irewinpl0,lbwitp; X. OX XO or OXO configurations) 2 TAMKO Rod Underlsyments(NON-FIl Iudedcaolss. Red undanayments for use h FBC norl DWA2023 He Y. NIA NA + 2 TAMCO Rat ck Von a Vein with Baas for Tie TAMCO Gooseneck Von 26 pa. stMC roofvadkta vdcl base osOBr2026 2q pa. OaroB/2026 Yoe YN Plo Yss NM NM NIA sOH92.5 from 0.025' Alunhum lsisddlohe. 3 TAMCO ONLRIdge Roof Vent with ssae 26 ga. stage roorvenpMla via Integrated bent Da1)82026 Yss Yes NA NIA 4 TAMCO Round Top OIFRdge Vent with Saint, for Tile 20 gal. glade rmr,k6data with, bane 09AM028 Yoe Yee NM NIA Florida Department of Business & Professional Regulation Page 10 1 Florida Department of Business & Professional Regulation Par d3 Fbrlda Department of Business & Professional Regulation Page i of Florida Department of Business and Professional Regulation P 9 Buildrlg Codes and Standards nno21 Building Cosies and Standards 1Rrm21 Building Codes and Standards 1125r2D22 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Datall Product Approval Application Detail Product Approval Application Detail ra9lt nags ysrllpo ( a01IOL9i rielara vesma.fBw 2me A!a Dole percent yyperal awaso FOCAaaveai 20 ABUSOtl 2aa fatal I= voml Kkmrhssal(M, Eadl" 1' senator &unmake ymidgfap,fla 2MA ads 2ELftw m validated glbmltd RICAmraval 201A Ammoved gjpgM, Coda jl�a transient Manufacture[ Emily a Contact Enaireer&L)canss yam( 2111 Data Do* Pandire Do" Validated )submitted FBgepproval Agproved Stgtli FLf16259-R31 Revision 2020 Lmwn" Kohl JdMy, James L Buckner, P.E. Stave. N UNcn, PE 4123M20 1232020 1+2a2020 ding FBC Appr• ReNWn 2D20 seal Ri mhg Anderam Real IAPMo Unlo m Ewhramm Gryw. Walker 1p3 2020 +tiD2rA20 11A 512020 Appl RMlslon 2020 Global Protedlon Prodoets, LLC TIM Robinson Walter A Tilt Jr, P E John W. Knamwich, PE Og708/2020 OWO&2020 10n)1f21110 1211512020 Approved 99" Entay g[ lj�� pig p ig pgtg Status Category: Roofing (5011963.6163 PE-31242 (717) 317-8454 Catholicity Recent; 001) 360E091 Seism LLC (205) 854.0160 Category. Shutters (954) Sigi 45 PE-44167 (964) 772-6224 ICUImegre Y4Lp14R Manufacturer O Ct f.119ld�r& Validated BV aSubmitted Pending )�grOVHd Approved subcategory:RealAccoe. that we an Nstlongilomenooco0 hbCalary: gdRoofing Tiles RdAnAAo.e0i1(abord.co m subcategory, Sol Panels Evaluation Report from tmJabinsonagppentcom Revision 2020 POLYCLASS USA MauryAlpert, License JohnW. 1W6t2020 10i FOCC 12/15/2020 Pen orme Roofing "ohn CompileraMethod: Eveunes,fi from. Compiler -aimed: Evaluation Repel hem a produclewaiUmEnay Compliance Method: a Florida Regis+eredArchiectaaLironsedFlorida Category: Roofing S954233133OSmalpert@polygla5s.com Robert Nifiminen Knezevich, PE AMMYAL Florida ReglatredArchteetor&Lfcnmd Florltla Professefo lEngineer SubCategory: PE-59168 (954)772-8224 11101/202D PraeeacralEngnea �. Undeflayments staniagamLift 91WIbLMM[lBg &MMVXjj2LijU Aan"we for Vast ImgrY &lam Aaoroved ter Use Approved for LIM Impact Compliance Method: p 4MInLAsafrlWt AmroMd fa UN AYxgwd ter IN 1� jgaaipg gaelt s Seamy- eNke, 9.la, Ca nby aMo. Spit ptl Eno lsn $>a Almomu G9dr>�tmlmamS Flat Prnnb •Deny. CO 2A1 2020 fin Hill ! No Yes sold" NfA !'� WA Al e e Product Wisof Nurn bar dr Name Product Deregulation Contract Expiration Dab 2j= HV OutsideHVH7 Re&Mlam Pmew Evaluation Report from IKA dl91MD Gmtr>d Etsmtmlmama 1, Ill perhaps,Hill Aeasunt Pmu= Thatch &'amp: Implies 1 20 Oaps ,alvanized Steel Storm PanNaA•MiZ Corrugated Galvanized Steel Storm Panels reGmed 12rJ1f2022 Vas Ye► Yee N/A a Florida Registered 1 D.awAir� oA-t a TRLBuilt Dock-Alr 0A-4 Lan Prdfir P e R Vnl 12/10l1025 dpropyi.ar Pd No Yee Pb •97.5F97.5 17 Sesmy Boo - safe. gnat &..P; Sped Shake Flat Profile -Stockton. CA 12/31202D No Y44 NIA WA or not trades to oVide W w protection. Architect Ora Licensed McN1rICtly Attached to Pywcod DecN, plywood 16 S"Pay 800- ta.b,.heae&emp: SPIN$l Flat Profile 12/312020 No Yes N/A WA 2 24 Gaga Galvanized Steel 9brm ParelaMHVHZ Corrugated el Storm netsretained iil SMeISeam Paoliretained 12/3112022 No Yea Yes NIA 19 9umy T00- ehsla. Sloe &amp: toles ah.ka F7.1 Prdlk-SlocNon, CA 1 t/3112020 r, No Yee N/A WA or rid by tacks to pravltle hurricane prOtedaan. frocks to Florida Professional 20 9.rmyy 7m - snake, aaa &amp, Split Snake Few RC lie - Ril CA 12/312020 No vs. NIA WA Engineer 27 I .kfposalasaelon. High Rat -Kay. TX 12n12020 No Yea N/A N/A FL#62WR31 Products 28 VII. Low Rai. TX 12131=0 Pb Ye. NIA WA BeProduct A112M, Number or Now a A Product Dwer Wo a � DM a'r-I+ Y 1 Polydass Roof Underbyments Roofing underlayments 1221=22 No Yes WA 4WA/l 1 Polyglots Roof Undadaymalts(HVHZ) Poyglass rod underlaym arts for use In FRO 12/23R023 Yes No WA WA HVHZ funadk6Crm. 2 Polyplass Root Umdedryments (non -Hill Pdyglass roof undema yments, for use in 121230M NO Yes WA +WA1-822.5 FRO hors tions Florida Department of Business & Professional RegulationRegulation pal g Pace 1 a 1 FloridaFlodde DAWrtrTleP! l Business & Professional Pace I N+ Florida Department of Biomass & Professional Regulation Pill a1 1 Polyfjlass RootUntlerteyments (HVHZ) roof nderljurisdi mere ppoqryrygglass rOluMeMsymeMs for Use In FBC72/23'72023 Vas No WA WA Building Codes and Standards 1/26022 Building Codes and Standards +n12on Building Codes and Standards 1f72021 HVKZ jurisdiction, 2 Polyglots Root Underlaymams (non+1ll Polyglots tell ufdemtyments, for use in 12Y137023 No PRO noon-HVHZjudmelma. Yes WA eWA/-622.5 Product Approval Appllcatlon Detall Product Approve) Application Detail Product Approval Application Detail 1 Polydass Roof Undertayments (HVHZ) Polygless roof urdenaymert9 for use In F501222y2023 Yes No WA WA . . HVHZ junat idions, 2 Polydass Roof Undedayments (non-Mlill Pdyglass roof underlaymentc, for use In 12123=23 No Yes WA 4h i-822.5 �4 Entity or 20 Gott Date Pending 20 Sea ErM or .tact An am hadw 2Ye GSNtt IiMIOLc[ Da. 2d! cif Pending no FRO non-HVHZ jurist ictiore. Version MenufA(durer Canbct Enalnesr&LlcaRea V#Ittleted l3v Vsildalad IBI Mllfttetl FQDADDreual Approved at8tue ymS y6ypp yaDttaAtl� i�,tGt ('&d1�L�ia Veadead ar f(�pg g�gg�( FisCAmruvel Q�q�p aYia, ]yg! YMAIm aaDlWgSp1C G1ayaGi �i,(yl0gea validated Br yj�( PBC Am-mermat A,-xd gtg(gt, 1 Polyglass Roof Undeftyments (HVHZ) Polyglass roof undeliayments for use In FBC 12123r2023 Yes No WA WA Rwsion 2020 All Amaflcan Shutters and Glees Miss Bsrbier) Frank L. Banrardo, RE Troy Biallop. P E. 100SQ020 1011 r cb20 11,1W2020 12M6=2D Approved Rt+ld" 202D Ails. Stuart L-4. ICC limn Swvloo. LLC Waeam M Rental, PE 10A112020 I W2=20 11.01 1100020 Approved Revil 2020 Commerce cmaete Produaainc. ROW OINs eamuel A OMnNrg John Hay 12+g2020 1 zriwmzo 12reWO20 king FaC Anon HVHZ junedichorm Category: Shuttera (W) 7124W2 PE•0046549 (954) 947.0550 caagay: etruasuma carp -in. (3211 710-3377 (407) 681-1917 C M#gary: ecpmau r:dlproduce is,+3> ess•s7o7 PE-31N5 1352) SM-0311 2 Polydass Rol Underfaymants (nor-l-Ri ) Poyglass roof undMatym arts, fa use in 12f232023 No Yes WA 4WA/-M.5 eubCaMgory: Sturm Panels mI ltamricane rutle keb�e riacategory: TNN Rake Nowt I neft. n pr• P A1AyCatepory: Radudf IiWoOYad as a ReeuD of aem FBC mill jurisdictions, compliance Method: Evaluation Report from a rscom compliance Method: EvNuaicn Repot sane New TechnPlogy Florida Registered Architect at a Lkenaad Florida Product It.lus4on EnNly F�.I� Professional Engineer Registered Alh lass LicnsedFadde P,ol-emal Endnesr DwIN AMEWO Approved fa UN Aaravedfo Des enpa„r{ 12)pMgi QuallIv AaWmpfa Apordvadfor Ilse Amin far Use Impact Deal DWI pralua Yede. Nlneer a Nam. FftduAQgsrjgapp C4N[ffiExMMtROl In.mMi 2111111191.111122 Resistant Prassum sag i Product Modal Nurnger or. Mama Product Daacrletton Contract Expiration gab In HYHZ Quintile HVNZ Revision t r era 1 17W SCGMpino HNhw etrnplh(H&emp: 8) Mil nomads Plate +2/312024 Y. Yet NM N/A 269CL&ia16M AZLOad/rum AQUOMUR UB aOBms. lid 1 24g2 Galvanized Steel Storm Panels 2499 Galvanized Steel Storm Ponek 12/312022 Yes Yes Year WA 2 ITW BCG/AaNN Hinge Plate Metal Connector Plate 1713112024 Yee Yes NIA NJA glop Product Model. Number a Nsms product Disaflother, Contrast Expiration Day in HVNZ outside HVHL FAM&II )Pressure 3 ITW BOG"he TNlds Metal Connector Plate 1213112024 Yet Yes NIA NIA 1 ouifty protect a Cnrcanerda Concrete Product Procaii and Prestressed Concrete Untab WeA024 No Yet N/A N/A 4 ITW SCO/Alpine Wow Metal C-octa Ware 1213112024 Vn Yb NA NIA Flonds Deparlmert of Business & Professional Regulation Peel Fiords Department of Business & Professional Regulation Par 1 d I Florida Department of Business & Professional Regulation Paget ors Building Codes and Standards 1092021 Building Codes and Standards a14m2I Building Codas and Standards MM21 Product Approval Application Detail Product Approval Application Detail SmgE Product Approval Application Detali &law a silt! 2m1 airline asLL Oak EBgtLa an alas 2ate9mfl® lids G9da Ate am [MtaPaodloe 20 ]ypp )Arsdpg Montrea e: coined l�O�.dLLlreDit VdNWedtat mwiw g{ibagisd RISC Amraral Approved gtaba Must 1(yWpp ManuteluW Contact Meadow A ulcerate Yaliddltd. By Validated ILORW Poll A®tmfm Approval so& IYM Vwzw. Marsubackwor Sonlan9d Eeanaer&Lk•naa Validated 96 validated Submitted FIC Aoarorst 3Ppmad gletM Rewwn 2020 MITak ]nc. Erin Will ICC Essig thin aar4-, LLC ICC Evall Service Den IM21 08na2va+ Oen22021 Aptro✓ed Revision 2D20 Wftvrh.us. Rcb lialdimn ICC Emu aeon SaNce. LLC ten L.Irl P.E. 021l 10n3l 02IM2021 Apprl Ammml 20M Npha Aluminum, Inc. Joel Siva WN R. Loves Stefan M. Linde PE +1/ismilo 111162020 IWWO20 Approved Ce.g.yr, swul l Carlpmairds (952) 896-035 LLC. teasel eh ixural Component. (253) 924.6476 (we) 039.3298 Category: Pane Walt (4071 Will PE-62514 (717) 317.0454 S,bCa.gil Truss Plot" s aldenerni-ran t2051 5M•8800 S,bCohrill Engln-d Lumber Rall Salydwiramayrha *01c tw.ry: Stint aphreumnumhcerihp Compliaao Mamod: EVeualm ROPM from a Compliance Msthm: evaudlon Ragan Ron a ens r- Commlateo Yemen: Evaluate Report tome 0 won Fretful Evelwllon or* Product Evelvedon en&y ilarltla RegMeradArehltect we LlanNd Flrklo PLAWF4s11 ProduMl Professional Engineer CulAssurance Airmailed for Use Approved for Use IBIS Detdm laalrxAla�a! Amt..dlaLB Annleued for uN mma ails® Elul . . AMA Rodum Yodel tanba or llama ri. tn�lYlli QldellttLlQ1T &ftlmmZ Cl!laLr9. Am Raduet YarYL Maeda a Neme � 1111 HY Z Outside HVHZ g ice• dWte ASMSYIL■ Approved for UN Approved for Use Ilasrd postal 1 M1QAHa highsbengthtruNcannsdaplot 12/312022 Yea Yet N/A NM 1 Micresmn LVL mVarna Lumber VaLumber 0=12023 N. Yes NIA NIA In HI KZ Dustds NVMZ RegistersRegistersEire 2 final 1818ga. gin wow high sionflh truss cmml plate 1201ril Yoe Ye. WA N/A 2 Perellen PSL Panel Strand Lumba 03131=3 No Yes NM WA 1 aemp_Vened Aumingm 80m0! AIph6&N� Aluminum Bdd&eep; Vented AlumbUm 07rJ02023 No Yes No N/A 3 Mil is 16 gin then Calnecto plat 12/312022 Yes Ye. NA WA 3 ilmba&nnd LSL Laminated Strand Wmba 03/12023 No Yes NIA NIA CMIJ W�Bdla �hv �'WOOd 4 MT1aMS la pa high shanpM Wesconntlrpl.le /2f31 r2023 YM Yak N!A WA 4 TJ Rim 5-rd am pill IN Composite Lumber a Oriented Strand 03131=3 No Yas NfA NIA 5 MT20HS 20 06 Mph 41WOM not, connector plate 121310022 Yes Yet N/A WA 5 Weryarheosaa Rkn Bard beard Porn Board Orinkd Stand Board Rom Bond 03/31202) No Yen H/A WA 6 TL1e. Ifil 1 a 0• bhe.e Oonnesta Patna 12/31=2 Yes YM NIA H/A TI.20. M720 20 go, ones Conned. plat. I V31/2022 Yea Yak NIA WA May 27, 2022 /1W ^W V / V! C0 O /t }� Z CL O O V O O O Q O ^^,, W O M um. O CD W O O Q C .� �`cn12^ N N " N = N 0- a3 a ? W W t C Lp N rib N x C LL d _ cc O s UI eq t W o (o Q CV Y O1 Gil N a 4L.•r C a?i C2 s 3 eo y a) .a •y u d = O = E e'er a u Cn a) E W 0 > L r-L O CL L 0 O Lam U CIO m F- O L_ co W Q W z J z Q �•J I _ SHEET N0, PA 1.1 II I I Imo- i ' 1- EJ= Simpson Strong -Tie 2020 FBC Approved Products Updated 12130220 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/301020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Fa direct Inksto ell SST approvds Anted below, CLICK HERE For direct Rnxa to all tiBT approvala MrAed below, CLICK HERE For direct Rinks to all SST approves As100 bNtnv CLICK HERE For tleMt links to all SST epptwtls Meltd below, CLICK HERE For additional Information regarding Florida's 6telewide Product Approval System and Merrill County Notice of Acceptance (NOA), SrL CK HGRG, For additional Information regarding Florida's 8talewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA). CLICK HER . For additional Information regarding Florida's Statewide ProWCt Approval System and Mann -Dade County Notice of Acceptance (NOA). CLICK HGRE. • Fa a 10nal Information legardhq Florida's Btalewide Product Approval System and Mama -Dade County Nalco of Acceptance INCA), CLICK HCRG FLt11235&R7 FLNI04411 FL#10011 115 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.5/8" to 3- 9/16" and heights ranging from 4.5116" to 11" Concealed flange JS&A Product Model. Number or Name Product Description Product Modal. Number or Name Product Description Sec # Product Model. Number or Name Product DescrlWon version (HUSC) available for models having width equal to or 1 Titan Stailnloss Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21. A23, A33, A34, A36; A44 Angles 1 ST, BTB, BTH Brick Tws greater than 3-9f16" 2 APA21, APA4, APAB, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled %ape 12 [US aeries hangers Face -mount hangers available in vedths ranging from 1-718" to 3- 3 APB44, AP844R, APV866, APB66R, APB88, APB88R, APB1010, AP5101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS18, C518, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9.1/4" to 16' FLAWWR8 APV844R, APVBW APVB66R, APVB88, APVB88R, APVB1010, APVB1010R 4 CSHP10, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63SDS, LGU5 25-SDS Face -mount hangers 4 APDJT24, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Deck Joist Ties 6 CTS218 Comprossion/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers gee fit Product Modal Numltar or Norma Product Description APVDJ72R-8 8 DSP, SSP, TSP Saud to Plate tie 15 LUC26Z, LUC210Z Face -mount hangers 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H72, H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/1e" D 4- 2 SD9112, SD9212, SD10112. SD10212 Strong -Drive SD Connector Screw 8 APL4 APLB APT4. APTB APVL4 APVLB APVT4 APVTB Outdoor Accents Land TBeam-to-Colurm Ties 8 HGT- H T-3 HGT-4 2, G Heavy Girder Tledovm y " p h n from " to 10-15116' S!8 and heights ranging ors 3 9 9 9 3 SD9112SS, SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLN26, APLH2eR, APLH210, APLF421OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.e3-SDS, MGU5.26-SDS, MGU5.50-SDS, MGU6.62-SDS, MGU7.00-SDS Face -mount hangers 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014. Strong-DrNe SDCP Timber-CF Screw 8 SVLZ Brick Veneer Ledger Connector 10 HSS2-SDS15, HSS2.2-SDS3, HSS23-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from I.9/16" to 5- SDCF221134, SDCF221334, SDCF271958, SDCF27231A 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HSTe Straight Straps 1/8" and heights ranging from 6-15116" to 19.1Z. 5 SDCP22434. SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20• HTS24, HTS28, HTS30, HTS30C Heavy Twat Strap 19 MUS28. MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS018KTZ. HTS020KTZ Heavy Twst Strap 20 SUR, SUL. SURC. SULC series hangers Skewed face -mount hangers available in widths ranging Irom 1- 6 SDHR27400, SDHR27614, SOHR31400, SDHR31614 Strong -Drive, SDHR Combo -Head Screw 12 DS Dry Well SAop 14 LFTA Light Floor Tie Anchor 9118" to 3.9/16' and heights ranging from 3-1118" to 13-3/4". 7 SD625112. SD625134, SOS25200, SOS25212. SDS25300. SDS25312, SOS25412, Strong -Drive SOS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21 LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SD52550D, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on ly acute flange is concealed. 8 SOS25112SS, SDS2520OSS, SDS25212SS, SOS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAR, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9118" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-DrNe SDWF Floor -to -Floor Screw 16 1­12A, H2.5T, HQ H10A.2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6'and heights ranging from 2-5/8" to 11.114". 17 HCJTZ Heavy Concealed Joist Tie 19 MOT Medium GirderTiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#1 W07-RO 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15 MSTA18, MSTA21, MSTA24, MISTA30, MSTA36. MSTA49 Straight Straps FLSIM7-RS 20 L30, L5% L70, L90 Angles 22 MSTC28, MSTC40, MSTC52. MSTC66, MSTC78 Straight Straps fig" Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC68133 Pre -Bent Straps Sea Y Product Model. Number or Name Product Description 1 ATR318, ATR11Z ATRS/8, ATR3/4 Threaded Rods 22 LS30, LS60, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTIeO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUO5, ATU08.2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS2Q MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-116" to 30'. 3 BP3/6-2, BP1/2, BP1/2-3, BP5/8.2, BP5/6-3, BP314, BM43, BPRTUD3-4 Bearing Plates 24 LSSJ28LZ, LSSJ26RZ, LSSJ2BLZ, LSSJ28RZ, LSSJ2IOLZ, LSSJ21URZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12.12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Ridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW31$ CNW112, CNWS/8, CNW3/4, CNW518-1/2, CNW314-5I6 Coupler Nuts 25 LSSR1,81, LSSR2.I, LSSR2.37, LSSR2.56, LSSR210.2, LSSR410 Field Adjustable Slopeable/Skevvable Hanger 27 RCW812, RCW914 Wall Bracing 118" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD66, CTUD66, CTUD75, CTU076. CTUD77, CTUDST CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in wilthe ranging from 1-1/7'to 3- CTUD98, CTUD99 27 ML23Z, M1_24Z, ML28Z, ML28Z ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 26 MMH8 Roof Tie -Dawn 30 SP1. SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF senes hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5 RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLU1311 Facia -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to S. 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Gips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST8224, STe238 Straight Straps 7/6" and heights ranging from 11" to 32-1f2", 10 URS3 310" Uplift Rod Run Tiedown System 32 RST-3 Roof TwDown 34 T820, TB27, TB30. T1330, TB42, T846; TB64, TB56.. TB80 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3.5/8" to 7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RT02Z, RTC44 Rigid Tie Connectors 35 TWB10, TWS12, TW814 Wall Bracing 1/4" and heights ranging from 11-114" to 32" 12 URS5 518" Uplift Rod Run Toclown System 34 STC, STCT, OTC; HTC4 Truss Clips 38 VGT, VGTR, VGTL Variable Pitch Girder Tisdown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 8-718" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB108, W13108C, WB128, VVSI2eC, VVB143C Wall Bracing and heights ranging from 8-1J2" to 28". 36 Z2, Z4, Z44 Panel Stiffen or Clips 8 GLTV series hangers Top flange hangers available In widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11"to 32", FL#10441-Re FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9118" to 7- FL#10447-115 1J2" and heights ranging from 8" to 30" Inj Product Modal, Number or Name Product Description fta Product Model. Number or Name Product Descrlotlon 10 HGLS series hangers Saddle hangers available in widths ranging from 5.114" to 8-78" 1 D71`2 Hold-down Sec 4t Product Model. Number or Namo Product Description 1 CBH2 37x5.5, CSH2.37x7.83, CSH2.37x9.75 Concealed hangers and heights ranging from 10-1/7'to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHSTF series hangers Face -mount (DU, DHU) and top -flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDO8, HHDQ11, HHOO14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5R-SDS3. DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-911i3" to 3-9118" and heights 7/8" and heights ranging from 7-117'to 37' 4 HDU2, HOU4, HDU5, HDU8, HOU11 HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23.15116". 12 HGLTV senes hangers Top flange hangers available In widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Plate 3 HGU3.83-SDS, HGU5.25SDS, HGU5.50SDS, HGU5.62-SDS, HGU7.OD-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33" 6 LSTHD8.. LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2. HHRC411.81, HHRC44, HHRC5.25/3.25, HHRC5.371312, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116'to 3- 7 MASH, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9118" and heights ranging from 18" to 28" 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector W" and heights ranging from 5.5116" to 12.718". 14 HUSTF series hangers Top flongejoist hangers available in wxdths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA88 Strap -style purlin anchor 7 LRU26. LRU28, LRU210, LRU212 Rafter Hanger 6 HHGU5.25SDS, HHGU5.50.SDS, HHGU5,62-SDS, HHGU7 OOSDS, HHGU725SDS, Face -mount hangers 3-9116' and heights ranging from 5.3/8" to 13-1/8". 1 D PAI18. PAI23. PAI28. PAI35 Strap -style purlin anchor 8 LSU26, LSBU28.. LSSU210 Light Slopeable/Skewable U Hanger HHGUg.00-SDS 15 HUTF HUCTF series hangers Top flange hangers available in widths ranging from 1.9116" to 5- 11 STHD10, STHD1 ORJ Strep-style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS2&2, HHUS28.2, HHUS210-2, HHUS46, HHUS48. HHUS410, HHUS5.50/10, Face -mount hangers 112" and heights ranging from 3-7116" to 15" Concealed flange 12 STHD14 STHD14RJ Strap -style hold -dawn 1 D TC24, TC26. TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA428-2 1/8" to 5-118" and heights ranging from 43/4" to 15-314". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81122, THAIZOGQ2, THAl2.1122, THA1222, THAI322, THN3522, THAI422 Adjustable truss Hanger Sited for I -Joists Concealed flange version (HSURC, HSULC) available for all 116" and heights ranging from 5.3W to 28" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is eonoealed 17 HWPH series hangers Top flange hangers available in widths ranging from 1-911e" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26. HTU28, HTU210, HTU20-2, HTU25-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.3/6" Io 37' 15 THJM2.4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16'to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/10" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19-1/4". Concealed flange SJ8" and heights ranging from OA W to 18" 17 VPA2, VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JS series hangers Top flange hangers available in width of 1-9/16" and heights 18 VTCR Valley Truss Clip greater then 2-9/16" ranging from 5.310" to 7.1/4" 10 HUCOI SI/9SOS, HUC01.81111-SDS, HUCO210-2-SDS, HUCO210-3SDS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1 9118" and heights SDS, HUCC410-SDS, HUCQ412-SDS, HUCQ5 2519-SDS, HU015 25/11-SDS, HUC0810- ranging from 9-3/1W to 13.118". SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJW020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1Z'30r2020 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 + Simpson Strong -Tie 2020 FBC Approved Products Updated 12OW 020 For direct Inks to all SOT approvals Wed below, CLICK HERE For direct Inks to all SST approvals Rated belam, rI ICK HER For direct Inks to all SST approvals Rated below, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE C=R For additional information regarding Florida's Statewide Product Approval System and Maml-Dade Gounty Notice of Acceptance (NOA). CLICK HERE. • For additional informaton regarding Florida's Statewide product Approval System and Mann -Dade County Notice of Acceptance (NOA). rI LQ LEM. • For additional information regarding Florida's Statewide Product Approval System and Man -Dade Canty Notice of Acceptance (NOA), &L L .K u Ua Foradditional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1.9116" and heights FL#114WR5 18 SILBV1.56, S/LBV1.81, VLBV2.06, S1LBV2.37, SILBV2.58, S1LBV2.66, SrLBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 6-318" to 15-1/6". S1LBV3.56, S1LBV3.62. VLBV4.06: S/LBV4.12, SILBV4.28, S&BV4.76, S/LBV5.50 6 Skong-Bolt 2 (STB2, STB2-4SS, ST82.6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights AW Product Model. Number or Name Product Description 19 SILTT20, SIDTT2Z, S/HTT14. HTT4, HTT5 Holdowne steel and Types 304 and 316 stainless steel ranging from 9-3N6" tD 13-18" 1 HHUS210-3, HHUS210.4 Joist Hanger 20 S1MSTOO, SIMST72 Straps 118 mil (10 OR) 7 Titan HD (THD-H, THD-HMG, THD.H4SS, THD-HBSS, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 5- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 310 718" and heights ranging from 9" to 33-1/2" 3 HUCQ210-2-SDS, HUCO210.3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 0- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stain Less steel 718" and heights ranging from 9" to 32-112' 5 THG02-SDS3, THG03-SDS4 5, THGQH2SDS3, THGOH3-SDS4 5, THGQH4SOS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (TH037e34RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT senes hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THD837156RH. THD37212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-1/4" to 24' THD50234RH, TH010212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3318" to 7.118", FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Od # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FUA16230-R8 118" and heights ranging 9-1/4' to 32". 1 BETAL20 Double Embedded Truss Anchor 1 CCOM3.82-SDSHOG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62SDSG CCTQM5-5O-SDSG, CCCQW (f2SDSG, CCCQM4.62-SDSG, a!#9 ii Product Modal. Number or Norma Product Description 3 H16, H16S, H16-2, H18.2S Hurricane lie CCCOW.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.e2G4KT, ECCLQM4.82G-KT, ECCLQM5.50G-KT, ECCLLQM03.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL2C Embedded Truss Anchor ECCLLQM04.62G-KT, ECCLLOMDG.500-KT, ECCLRQMD3.62G-KT, ECCLROMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry to k Product Model. Number or Name Product Description 6 HGAM10. HMO Masonry retrofit connectors KT. ECCLRQMD5 50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ASA44, ABA44R, ABA46, ABA48R, ABA86. ABA66R Adjustable Post Base 7 HHETA16 HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM525, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Then 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46 ABU46R, ABU5.5, ABU5.6. ABU65, ABU66, ABU6el ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4SDS3 Girder Tiedown 4 LGUM20.2, LGUM26-3. LGUM26 , LGUM28-2, LGUM28-3, LGUM28-4, LGUM210.2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-HOSS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABUBSR, ASU1010, ABU1010R.. ABU1212. ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46.. LGUM48. LGUM410 or 316 stainless steeiwith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Rase 10 MIETA12, META16, META18, META20, META24. ME-TA40 Embedded Truss Anchor 5 MSHA3.1219.25, MSHA3.12111 25. MSHA3.5W7 25, MBHA3 56/9.25, MBHA3 56/11.25, Masonry Top Flange Beam Hangers countersunk head 4 AC4, AC4R, ACE4, ACB, ACBR, ACES Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM80 Strap Tie for Masonry MBHAS-66/11 88, MBHA3 56114, MBHA3 58/16, MBHA3 56/18 MBHA5.60/725, 7 Titan Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 5 BC4, BC48, BC4R, BC6, BC6R, BC8, BCS2-214, BC52-316 Poetical 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry M13HA5.5019,25, MBHA5.50V1L25, MBHA5.50/11.88, MBHA5.50114, MBHA5.50116, 8 CB44, C1348, CB48, C988, CB88 Embedded Column Base MBHA5.50/18 7 CBS044-SDS2, CBSQ48-SDS2. CSSQ66-SDS2, CBS086-5052, CBSOB&SDS2 Embedded Column Base 6 MBHU3.5&9.25, M13HU3.56J11.25, MBHU3.56111.88. MBHU3.M14, MBHU3.58/16, Masonry Beam Hangers Fj g16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.1/4" to 9.1/2" and FL#11488-R5 MBHU3 56118, MBHU5.5D19.25, MBHU5.60111.25, MBHU5.60111.88, M8HU5.60114, W2 ranging from 3.5/8" to 7-1/2" M13HU5.50/16, MBHU5,50118 ,W Product Model. Number or Name Product Description 9 CCQSDS2.5, ECOQSDS2 5 Series Strewed column caps with W1 ranging from 3.1/4" to 9.1/7' and boa" Product Model. Number or Nema Product Description 1 X3481018.5K. X1 S1016, XI B1016.4K, X01S1D18, XQ1 B1016.4K 410-18 Strong -Drive X Matal Sell -Drilling, Tapping Screws with #3 W2 ranging from 3.5r8" to 7-1/2" 1 DTT1Z Deck Tension Tie Drill Point 10 CPT447, CPT68Z, CPT88Z Concealed Poet Tie Base 2 H012, HD19 Bolted Holdowns FL013975-118 2 XL0114T1224, XL0114012244K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EP844, EPS46, EPBW Embedded Post Base 3 H03B, H05B, HD7B, HD98 Bolted Holdowns Screws with 06 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HT75, HTTB-314 Tension Ties Seg# Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ114131224-2K 912-24 Strong -Drive XM Medium -Head Metal Sari -Drilling, 13 LCB44, LCB66 Embedded Column Base 6 LTT19, LTT208, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SOW22438, SDW22458, SDW22600: SDW22600, SOW22eW, Strong -Drive SOW EWP-PLY and TRUSS -PLY Scrawe Tapping Screws with #5 Drill Point end Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22834 4 X0114S1224. X0114B1224-2.5K, X114S1224, XQ112S1224, X011281224-2K #12-24 Strong-Dnve X Metal Set -Drilling, Tapping Screws with 06 15 MPB44Z, MP888Z, MPB887 Moment Post Base 2 SDWC15450. SDWC15000 Strong -Drive SOWC TRUSS Screw Drill Point 16 P844, P644R, PB4e. PBW, PBBBR Embedded Post Base FL#13629-R5 3 SDWHI9300DR SDWH19400DB, SDWH1DWODB, SDWH19800DB, SDWH191000DS Strong-DrNe SDWH TIMBER-HEXSorew 5 XU34S1018. XU348101"K 010-16 Strong -Drive XU Meld Set -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SOWH2740DO SOWH278000, SDWH27B000. SDWH271000G, SOWH2712DOG Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Pont 18 PBV6, PBV10 Round Post Base Seo # Product Model. Number or Name Product Description 5 SOWS16212, SOWS16300, SOWS16312, SDWS16400 Strong-DrNe SOWS FRAMING Screw 19 PC44-16. PC46-16, PC48-18. PC64-16, PC86-16. EPC44-16. EPC46-16, EPC48-1B, Post Cap 1 S85/8x24, S8718x24, SB1x30 SS Anchor Bolts 6 SOWS19800, SOWS19712, SDVVS2240D,SDWS225O0.SOlWS22512, SOWS22600. Strong -Drive SOWS TIMBER Screw(Interior Grade) EPC64-16, EPC80-18 2 SSTB16, SSTB20, SSTB24, SST828, SSTB34, SSTB36, SSTBI6L, SSTB20L, SSTB24L, SSTB Anchor Botts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SOWS221500 FL#35320-RO 20 PC4Z. PC4RZ, PM, PCBRZ, PG8Z, PCBRZ, EPC4Z, EPC4RZ, EPC8Z, EPCBRZ, EPC8Z, Post Cap SSTB28L 7 SDWS2230008, SOWS22400DB, SDWS22500D8, SOWS22BOODB, SDWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB k&j Product Model. Number orName Product Description 21 PPB44.4Z. PPB448Z Post Base 8 SDWS22312DBB, SDWS22512OB13 Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB46, DSSC848, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL013111i 9 SDWS27300SS, SDWS27400SS, SDWS2750OSS, SDWS2760OSS. SDWS27800SS, Strong-DrNe SOWS TIMBER SS Screw 2 FCB43.5. FCB45 5, FC647 5. FCB49 5. FCB411 5 Bypass Framing Fixed -Clip Connector SOWS271000SS, SDWS27120OSS 3 FPHSO34S1016, FPHSD34B1016. FPHS03401016-5K FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self- Seeq_i Product Model- Number or Name Product 0"crlptlon 10 SOM13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling. Tapping Screws FL#1011(i 1 CMST12, CMST14, CMSTCIB, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Herr -Head Washer 4 LSFC2.25, LSFC4 25, LSFC8.25, SFC225, SFC4.25. SFC6 25 Steel Framing Connector 2 HRS6, HRS8, HR512, FHA6, FHA9, FHAl2, FHA18, FHA24. FHA30, MST126, MSTI36, Straps B7 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25. SSC4.25.. SSC6.25, MSSC2.25, MSSC4 25. MSSC6.25, Steel Stud Connectors JW Product Modal. Number or Name Product Description MSTI48. MSTI80, MSTI72, S/MST27, SIMST37, SIMST48 MSSC4.25KW, MBS06.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FLXI5363-R3 6 RCKW3, RCKW6.5, RCKW7.5. RCKW3S.. RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, L97173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43 5, SCB45.5, SCB47.5, SCB49 5, SCS411.5, MSC645.5, MSCB47 5 Bypass Framing Slide -Clip Connector 3 GH46-e. GH46-6, GH48-8, GH48 , GH410 M. GH410 8. GH66-5, GH66-8, GH68.6, GH68- Girder Hanger 5 LSTAR LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115. ST2215 Shape 33 mil (20 ga) ,-,M;j Product Model. Number or Name Product Description 8 SCS32-5197, SCSe2-5/97. SCS62-51118, SCS82-6/118 Bypass Framing Connector 8, GH610-6, GHB10.8 6 LSUBH3.25, SUBH3 25, MSUSH325 Bridging Connector 1 AS 18, AS ISS5, AS 18S8 18 ga Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, 01.1358, GLB5C, GLB6D, GLWA, GLB7B, GLBTC, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steal Joist Connectors 5 G1_9T512, GBLT812, GLBT516, G13LTe18, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Tweet Straps 3 AS-20 20 ga. Truss Plate 11 S693.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA. HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 111 MSTAX ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Set -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy GirderTiedown 10 MSTC66, MSTC79, ST8236 Straps 88 mil (14 go) Screws 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, XQ1B1016.4K, XQ1S1214, XQIB1214.3SK, X078S1224, X078B1224-3K, 410-16, 412.14.. and 812.24 Strong-Dr've X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, S/B1.81, S1B2.06, S1B2.37, S/B2.56, S1B2.08, Sla3.12, SW.56, S/B3.62, S154.06, Top Flange Joist Hangers FL#15730-R4 X0114SI224, X0114Bi224-2.5K, XQ112S1224, XQ112B1224-2K. X3481018-SK, Tapping Screws S/B4.12, S/B4.28, SJB4.75, 5185.50 XI $1018. X1B1018 4K, X181214, X1B1214.3 5K 13 61BA2.1218, S/BA2.12/10, S/BA2.12112, SBA2.12/14, S/SA4.18/8, S/BA4.1B/10, Top Flange Joist Hangers Product Model. Numb or Name Product Description SBA4.18112, S1BA4.18/14 1 ET -HP Adhesive Anchor for concrete 14 Still Hurricane Tie 2 GAC, GDP, GOPM-60, GDPM-75, GDPM-100, GDPS, GW-50. GW-76, GW-100, GTH Gas -actuated fasteners and assemblies 15 S/HO8S, SIH08B, SIHD10S, S/HOIOB, SIHDI5S, SIHD15B Holdowns 3 PDPA, PDPA-K, POPA-MG, PDPAT, POPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S/HDU4, S1HDU6, S1HDU9, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 SIJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor fix concrete May 27 2022 �a � � O U d d C O .� CU U , W CIO O CA O � O Q O � Ca O O l.L CU > Cn Q ..0 H Cis -Q VO- .= /�� (J Q. Q N C-4 t W - L O Ra n O (n U C U N - m x Li- Co. in N t A Q W O N Y w p, a u -3 so iss y oa � � c O A T w c c E A p 0- U G 4­a Z cn ICU o CL O CL Q O L W U CIO m O ICUL LL1 W Z Z Z Q J SHEET NO. PA 1. 2 __L_ 1-1 1 L_ _ I _I— 1 11 1 I. l !u. .. 1 1 1 11 _.1 1 �!! I ! if! ll MIAMN4ADE InAW-DADE CovrW PGT Industries, Inc. PGT Industries, Inc. E-11ia5 PRODUCTCON'MOL SEMO N PGT laft vies. Inc. 11905 SW 26 sareat, Room 208 NOTICE OF ACCEPTA.T�NCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DEPARTIMMOFREGVT.ATORYAND ECONOWC REWURCESOtER) 3r i=2r Florida 33175-2474 BOARD AND CODE ADM INMTRATION DIVISION T (716) 315-2590 F (7W 315-2599 NOTICE OF ACCEPTANCIE: EVIDENCE SUBMITTED D. QCALTI3► , ASSURANCE +&d#.g*y1 osoaav NOTICE OF ACCEPTANCE (-NOA) www_mJ•�c 1. A. Evidence submitted under previous NOA DRAWINGS B. TESTS (continued) 1_ Miami Dade Department of Regulatory and Economic Resources (RER)- FGTIaednsb*_%Inc. 1070 Techno:lo8,r Drh-t, 1- Mam3fadiuer's die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 North Venice, FL 34275 (Submitted under NOA No:11-0107. 04) 2) Uniform Static Air Pressure Test, per FBC, TAS 20294 E. MATERL-iL, CERTMCATIONS Scam: 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA W', sheets 1 3) Water Resistance Test, Per FBC, TAS 202-94. 1. Notice of Acceptance No.1,"528.14 issued to Vision Extrusion Limited for their ThisNOA is being issued ntrder the applicable rules and regulations poveraiag the use of constroctionmaterials.11kE through 21 of 21, prepared by moanufachmer, dated 1&05115, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 ''M'lke Rigid PVC Exterior Extrusions for Windows and Doors", dated 08113/15. documentatiaa submitted has beenre-viewed and amepted by Miami Dtede County RER -Product Control Section to 04/05i 17, signed and seared by A_ Lynn Miller, P.E. 5) Cyclic Wind Presses Loadmgpet FBC, TAS 203-94 on 0930119. be used is MamiDade County and other areas when allowed by the Authority Haning Ju sdic ioa (AHT)_ 6) Forced Enuy Test, per FBC, TAS 202-94 2. Notice of Acceptance No.16-0920.03 issued to Vision Fxtnvion Limited for their " E This NOA shalt notbe valid after the expiration date stated below. The Mu miDsde County Product Control Section B. TESTS along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 10001 Tan 202 and lighter Shades (Non -'White) Rigid PVC Exterior Extrusions for (In Miami Dade County) mdlorthe AM (m areas other thanMiami Dade County) reserve the right to have this 1. Tcst report on 1) Ulniforin Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc., Test Report No- FTL W49, dated 11-^06115, signed and Wmdows and Doors". dated 12/08116, expiring on 12292 L product or maweariA tested for quality assurance purposes. If this product or material fails to pedonn in the a ccepted 2) .Large_ Missile Impact Test per FBC, TAS 201-94 sealed by Idahnis Urtega, P.E. tTest retort revised oa 12/04115 and 41111116) 3. Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their manner, the ma>rmfadure~rwill k=theexpense ofsuchtestiagand the AHJmayimmediabetyrevoke,modify, or 3 Cyclic. Wind Pressure Load FBC, 203-94 ) yc tapper 6. Test report on 1) Air Infiltration Teat, per FBC, TAS 202-94 -Brown Coated (Painted or Laminated) White Rigid PVC Ezeniior Extrusions for suspend the use of such product or material within their jvrisdiebon. RER reserves the right to revoke this along with marked -up drawings and installation, diagram ofvinyl slklitg glass door, prepared 2) Uniform Static Air Pressure Test, per FBC, TAS 20294 Windows and Doors", dated 08/13115, expiring on 09130119_ acceptawe, if it is determined byMiami-Dade County Product Control Section that this product or material fails to by Fenestration Testing Lab, Inc., Test Report No_ FTL 8717, dated 121�07�15, signed and 3) Water Rt�istance Test, per F$C, TAS 20294. 4. Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, meet the requiremmts of the applicable building code_ This product is approved as described herein andhas been designed to camply wigs the Florida Buddiag Code, sealed by Idahmis Ortega, P_ E_ (Test report revised on 02/15/16 and 02,24116) 4) Large Missile: Impact Test per FBC, TAS 201-94 Inc. for their "TA`N 3040 and Lighter Shades (Non-3i'hite) Rigid PVC Exterior including the High Velrxity Hurricane Zone_ 2, Test on 1 Air Infiltration Test FBC, TAS 202-94 report ) _ Pm' 5 Cyclic Pressure Loading FBC, TAS 20394 ) admg P+� Exh-asions far R3ndows and Doors" dated 09115116, expiring on 01,04P.1. DESCRIPTION: Series ":t5 7ti� :770" 1-�t l Glass Door (Reinforced) Sig (Re' red) wtwo 900 & 13-0 corers-L.M.I. 2) Uniform Static Air Pressure Test= per FBC, TAS 202-94 along with marloed u and installation d of I s door, P � iagram vmY sliding � P •d 5. Notice ofAcceptance No-16-0712.04 issued to ENERGI Fenestration Solutions USA, "Bronze AFFRO`' AL DUCLT& T: Drawing No. &�-5570.0 Res B, titled "vinyl Sliding Glass I]oorNOA (L11zj". shy 3) Ovate R� Test, per FBC, TAS 202--94_ by F dw Testing Lab, Inc., Test Report No. FTL 8552, dated 12'04115, signed and Inc. for their and Lighter Shades of Cap Coated Rigid PVC Exterior 1 through 1 of 21, preparedbymaun&cauer. dewed 10105;1.5 and last revised on =2 121, signed and scaled by ? 4) Large Missile Impact Test per FBC, TAS 20194 S Loadingper � ) Cyclic �� � FBC_ TAS �03-9�4 seated by Idahnis Ortega, P. E_ (Test report revised on 02,1152016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 20294 6. Extrusions for Y'4'indavlrs and Doors dated 09/15116. expiring our 04/1620. Notice ofAcceptance No-1"712.03 issued to ENERGI Fenestraltion Solutions USA, A. Lyon h ilier, P.E_, bearing the Aliami-Dade CountyProduct Control Recision sbamp with the Notice of 6) Forced Entry Test, per FBC, TAS 202-94 2) Large Missile Inlp�act Test per FBC, TAS 201.94 Inc. for trim ""Thke Rigid PVC Exterior Extrusions for Windows and Doors" dated Acceptance number and expiration date by thoe M� Dade County Product Control Section. i4LISSILE IMPACT RiTLYG: Large and Stsshhlllltis5ileIntact Ittsiatlt>rt along withmarlmd up dmwip and installation diagram ofviiryl sliding glass dots, prepared 3) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 081101i7, expiring on 02/28118. by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11106/15, sighed and along with marked -up dirmings and installation diagram of vinyl sliding glass door, prepared 7. Test reports No(s). 10-402-792(A), 10-06-M0527. 535753-09. per ASTME-84. Limitations: 1. See table 1 (sheet 7, and table 2 (sheet D for appllicabic SGD unit sins. design plressmes_ reinforcements types, sealed by Idaimis Ortega, P_ E. (Test report revised on 01/04/16 and 0211 V2016) by Fenestration Testing Lab. Inc., Test Report No. FTL 6638 (samples A-1 thrl A-22),. dated ASTMD 1929 and ASTUD-635, issued by EXOVA to Vision Extrusion for cellulosic glass types, sill riser (see tables B-1 & B-2, sheets 7-8) and anchor layout sheets requirements in 11 duu 16_ 3. Test report oil 1) Air Infiltration Test, per FBC. TAS 202-94 11 /19/10, signed and sealed by Jorge A_ Catlso. P. E. (SubrnWd render NOA Alo.11- composite material 2. Rigid White PVC Tan (Non-white)reui Rigid PVC aura Brown coated (Paisded or lamineLed) while Rigid PVC to be 2) Uniform Static Air Pressure Test_ per FBC, TAS 20294 0107 04) (Submitted tinder X0.4 Ao.114147 tit) Labeled per reSiarencedNOA's regturenmats_ 3 Water Resistance Test, FBC, TAS 202-94 ) � 8 Test report on 1 Air Infiltration Test, FBC, TAS 202-94 � ) Pny 8_ Notice ofAcceptance No.14-0916.11 issued to Kuraray America_. Inc. for their 3. Egress operabledocxs must cct*ywidi min clear width or heig htperFBCrequ ement, as applicable. 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Sen "rGlast (Clear and While) Iutaerla}per'. expiring on 07/04/18. 4. Pocket walls under separate approval. to be nevievedbyBuilding official 5) Cyclic Wild Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice ofAcceptance No.16-1117.01 issued to Kuraray America, Inc- for their LABELING: Each unit shall bean apesmanent label with the maltn6dureesname or logo, city, state and series and 6) Foxed Entry Test, per FBC, TAS 20294 4) Large Missile Impact Test perFBC, TAS 201-94 '"Tre►ssifoil Ultraclear, Clear and Color P'4B Interlayers', expiring on 07,108119. following statement.: ''Miami -Dade County Product Control Approved", noted herein along with marked -up drawings and installation. diagram ofvinyl sliding glass door: prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 RE-NEWAL of this NOA shall be considered after a renewal application has been filed anal there has been by Fenestration Testing Lab, Inc., Test Report No_ FTL &547, dated 12/04/157 signed and 6) Forced Entry Test, per FBC, TAS 20294 F. STATE H1\`TS R1e aPPttc busiditsg ga iy t,tsg perf p Chan w the able codene negatively affecting the ormaweofthis rodnct_ sealed by Idahnis Ortega, P_ E. (Test report revised on 0211511� with draw" and installation din of 1 slid' glass door, along up nzg$ gram vtny mg gla prepared 1_ Statementletter ofconformanee with FBC.A-thEdition (2014) and FBC-6nEdition TERAHNATION of ties NOAwill oc cur of er the expiration date or if these hasbeen a revision or change in the 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc, Test Report No_ FTL 6337 (samples A-1 than A-5), dated (2417), issued by manufacturer, dated 08/14117, signed aid sealed by Ly>m Miller: P.E materials, use, and/or manufacture of the product or process. ;Misuse of this NOA as an endorsement of any product, 2) Uniform Static Air Name Test_ per FBC, TAS 202-94 12106?10, and sealed by Jorge( A_ Ca1so, P. E. Sxbnrn7ed warder N041A'o. ll- 2. Statement letter of no financial interest, dated W1 &17, issued by lmanufacttxer, signed for sales, a&-e rtising or any oterpuiposes shall automaticallyterminate this NOA. Failure to cvmplywith any 3) Water Resistance Test, per FBC, TAS 202-94 0107. #9) & sealed by Lynn Miller, P.E. section ofthis NOAshallbe curse for termrsationandvemoval ofNOA. 4) Large M>ssi1C InVad Test per FBC, TAS 201-94 3- Lettmof lab compliance, part of the above test reports. AD'4�RTLSE_ME�,'T: The NOAnumber preceded by the words Miami Dade County: Florida, and followed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203 94 C. C AL C2rI.ATIOIr-S 4. RER Test Proposal No. 17-0397. dated 05t�05117, signed by Ishaq Cbanda. P"E_ expiration date maybe displayed in advertising literature. If anypostion of the NOAis displayed, then it shall be 6) Forced Entry Test, per FBC, TAS 202-94 1. Anchor Verification calculations and structural analysis, comply M with FBC-2014, done in its entirety. along with marked up drawings and installation diagram of vinyl sliding glass door, prepared primed by PGT, dated 1IV9115and last revised on 02't 5116, signed and sealed by G. OTHER INSPECTION-: A copyofthis entue NOA shalt beprovided to the user by-&e manfact m or its distributors and by Fenestration Testing Lab, Inc., Test Report No. FTL 8.548. dated 12/04/15, signed and Anthony L Miller, P.E. (SubAnined trader N 04,A,f7 I5-1110.01). 1. Notice of Acceptance No.15-L10.01, issued to PGT Industries, for their Series shall be available for inspection at 1he job site at the regarst of theBuilding Official_ sealed by Idalmis OttgpP. E. (rest report revised our, 01104/16 and 02f I1116)_ 2. Glazing complies with ASTME-1300-09. "5570/2770" Vinyl Sliding Glass Door (Reinforced) - L3 i.L-. expiring on 0444I21- 11iisNOA revises & renewsNOA#20-0429.05 and consists ofduspage 1 and evideocepages E-1, E-2, E-3, Fro, M iq n rt E-5 & E-6 as well as appro,%al document mentioned above. isi:aq L (Immix, P.E. isLaq 1. C'hasda, P.E. ;' �r r1 �., 7 Ishaq L C'haada, P.E. The submitted docummution was makwed by Ishaq L Chanda. P.E. Product C'oatrol Tait Supervisor Product Control Usit Supervisor Product Control Unit Supesciaar NOA No. 21-01.05.03 NOA No. 21-0206.03 NO:k No. 21-8205.03 NOA Na. 1.1-020e.03 _..; Expiration Datat April 14,:026 Expiration Date: April 14, 2026 Expiration Datet ;April 14, 2026 Expiration Date: April 14, 2826 AppromalDate:Msreh25,2021 Approval Date- brarck26,20!1 Approval Date: :lfarch26,2021 ApprovalDane:141arch26,2021 page E-1 E-2 E-3 PGT Industries, Inc. CGI Windows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPT-kNCE: EVIDENCE SLTB-WTTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence Submitted under previous submdttal E. MATERIAL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Super Spacer Standard complying with ASTM C5IS Thennoat Conductivity A. DRAWINGS 0-991 BTU -its/ hr.-ftl-F, ASTM F 1249AVM Pass, ASTM D3985 Oxygen -Pass, ASTM E A. DRAWINGS 1. Drawing No. DID-5570.0 Rev B. titled "Vinyl Sliding Glass Doan NOA (Li+d}, , sheets 2190 I.G_ Durability -No Fog Pass_ (Subrntin'ed render pre4ous XO a1. No. 1 S-0409. 05) 1. Drawing No. AID-5S70.0 Rev B. titled "Vinyl Sliding Glass Door NOA UW, sheets 1 1 through 21 of 21, prepared by manufacturer, dated 10,05/15 and last revised on through 21 of 21, prepared by manufacturer, dated 10/05/15 and last revised on 02/01121. 04,22120, sighed and scaled by A. Lynn Miller, PE_ 6. Quanex Part Dui a complying with ASTM C518 ThemW Conductivity 222 BTU -in/ signed and sealed by A. Lynn Miller, RE, hr. ftr-°F. ASTM F 1249 A IR-Pass, ASTM D 1434 Argon P Pass, AS'IM E Note: This revision consists replacement of same existing installation screw with flat heard_ B. TESTS 2189 I_G_ Durability -No Fog, ASTM E 546 Dew Point Devebpment -20°F in 48 has. 1. Test reports on: 1) Air: Infiltration Test, per FBC, TAS 202-94 (Sublrn#led under N0.4 No. 1 5-0409 OS). 2) Unifomr Static Air Press= Test, Loadingper FBC, TAS 20294 7. Vision Exhusir>a,s, Ltd- Parts comply* with PVC-AAMA 303-13, VohnAary Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Poly3rinyl Chloride (PVC) Exterior Profiles for Vision Pxtrssoans, Ltd.-VEX-1 by 1. None. 4) Large Missile Impact Test per FBC. TAS 201-94 AAMA Fenestration Exterior Profile Certifixaltion Program (Submitted under NOA No. 1 S- C. CALCULATIONS 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 0409.05) 1- Nome. gong with mad md-W drawings and m"lation diagram of all PGT Industries, Inc_ 8_ Vision. Extrusions, Ltd. Parts complying with PVC AANL4L 303-13_ representative units listed below and tested to qualify Dovrsil 791 and Dowsil 993 silicones, (SubmNed under NO.4 No. 15-0d09.OS) D. QUALITY ASSURANCE prepared by Testing ory, Inc., Test Reports No.: Rion T Labotat 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior F11-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09,'03114 Profiles for Vision Extrusions, Ltd= VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER). FTL-20-2107.1, PGT SGD780 Ahanintra Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program.. 2107.2, PGT CA740 Ahun Outswing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for E. 1%L4TERLAL CERTIFICATIONS 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their -Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for 1_ Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their PGT PW7620A Ahmmam Fixed W-mdour (unit 10 m proposal) dated 07/13120, all signed Windows and Doors-, expiring on 02r'04/21. "TrosifoER T-Thraclear, Clear, and Color PVB Glass Interlayers", egg on OVD824. and sealed by ldalmis Ortega. P.E. 11_ Notice of Acceptance No. 18-0122.02 issued to Fneyrg,i Fenestration Sohnion. USA, Inc. for 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their their series "NUthe Rigid PVC Exterior Extrusions for Windows and Doors", expinag our "SentryGlasf (Clear and White) Glass Interlayers", expiring on 07/003_ C. CALCULATIONS 02,28,23. 3_ Notice ofAcceptance No.19-1106.10 issued to Vision Extrusions Limited for their'Mrown L Anchor verification calculations and structural analysis, comply mi g with FBC 70 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for Coated (fainted or Laminated) Alhite Rigid P4'C Exterior Eztr usaons for Windows Edition (202Q), dated 04122020. prepared by marnrfactusrer signed and sealed by their "Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors". expirmg on 091300-4. Anthony Lynn Miller, RE. Windows and Doors", expiring on 04116�25_ 4_ Notice ofAcceptance No.18-1106.11 issued to Vision Extrusnins Lied for their series 2_ Gbzirsg complies with ASTME1300-04, -09, -12 and -16. "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior D. QU.UITY ASSUR& iCE F. STATEAIEN7S Extrusions for Windows and Doors", hiring on 122921. Miami -Dade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 7+ Edition (2020), dated 040-2/7-0, L%ued by imanufacturff, signed and sealed by Anthony Lynn Mr7ks, P.E. F. STATE3IENTS E. MATERIAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 1_ Statement letter of conformance to FBC 7° Edition (2020), dated 02,01,21, issued by 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their 04/18,20. signed and sealed by Anthony Lynn Miller. P.E. tram ufacttzrrr, signed and sealed by Anthony Lyme Miller, P.E. "TroWolt- Ultraclear, Clear, and Color PtB Glass Interiarer!f expiring on 3. Private Labeling Agreement document between PGT. dated 03,1015 and signed by all 2_ Private Labeling Aft dated 010&'21 between. PGT Industries, Inc. and CGI 07/08.24_ in4ohred parities Windows and Doors Inc., signed by Dean M. Ruadr, P.E.. VP. Engineering, on behalf of 2. Notice of Acceptance No.17-0903.02 issued to Kuraray America, Inc. for their both tmmpanies. "Sentn°Glastl (Clear and White) Glass Int+erlar ens", expil ig on 07/04I?3. G. OTHERS 3. Notice of Acceptance No_ 18-110610 is vs to Vision Extrusions Limited for their 1. This NOA revises NOA# 17-0420.06 (PVTw1CGI) and updates to FBC2020 (76Edit6n), G. OTHERS "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 0421P21 1. T1iis NOA revises & renews NOS►# 20-0429.05 (PLA w1CGI), expiring 0411+26. for Windows and Doors", expairlg on 09/30l24. 2. RER Test proposals #1.9-1155 dated 01/10/20 approved by Ishaq I. Cbaiida, PE, expiring 2. The current associated PLA CGI file. #21-0205.01, expiring 04/14,26. 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their 04/1421. series ` VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Windows Doors'. 12,179P21. Exterior Extrusions for and expiring on ,c Islaq L Chasda, P.E. hhaq L Curds, PF. Ishaq I, [hooch, P.E. Product Control Unit Supervisor Product Coatzl Guilt Supervisor Product Control [;nit Supervisor NOA No, 21-0205.03 NOA lNo. 21-0205.03 NOA No.:1-8205.03 Expiratiou Date; April 14,2026 Ezpfra Lion Da11c: April 14, 20M Expiration Date: April 14, 2026 Approval Dater March !9, 2021 Approval Date- March 26, 2021 Approval Date: Alarch :S, 2021 E -5 E -6. E -4 May 27, 2022 ^, W N CL O s` on .O -O O O (D cv C) U_ ``- O CU Q _C H CU -0 1O .CE Cn Q N CD O UrLn C 0 �• l V N — m x eZ N p 4 N � 3 d a, Q cc a c o a1 co a, � u E so 0 o`.. 0 Cn E z U) U) Co O CL O0 Q Q O L �J CU m O LCU W z J Z 4 J d SHEET NO. PA 1.3 M®�� MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miami4ade-zov e—conom1 Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. M on D te: 20-063 .15 023 Expiration Date: 09/11R023 _R � �D=) Approval Date: 08/20/2020 og�2o! Za Z o Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCUULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P, E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Pr uct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " / LT4612, titled Cast -Crete 4 , 6 & 12' Lintel Safe Load Tables , sheets I Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. I. 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 Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS 1. None. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. elmy A. Makar, P.E., M.S. C.�M'elmy A. Makar, P.E., M.S. Pro uet Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-2 E-3 Q) O� .0 CL CL c 0 0 .E U Z t= =3 co O (D 0 2 O O Co LL p CZ > .� L (DO Q Cz 1O U) z z W J � c 0 N > w O L N m x �fa CZ a — .n N s dam= m� x a, E � s o Q u 3 � y i ai 6) U N C E c0 O 0. v i n Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. 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 (RED. E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS -4-6 1. None. 1. None. (1) F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. CQ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06/I1/20, signed &sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of L 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last �_ -F-+ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on U January 22, 2019. =3 B. TESTS 0 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE U m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O L. co w C,ftelmy A. Makar, P.E., M.S. Cl Helmy A. Makar, P.E., M.S. Z Product Control Section Supervisor Product Control Section Supervisor J NOA No. 204630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 —� E-4 E-5 �- May 27, 2022 SHEET NO. PA 1.4 ____ ___L_ J-_ I L_. _. 1! I . - PRODUCT EVALUAI'LOlAI. SIx'1' NU. t0-0718A1 2 PHODUC'T W:VA1 UAXUWA nay' NQ- 2a.9TIN-01 3 IZ ILECO INc- TILLIT TESTING & ENGINEERING COMPANY 2.2.-TEST REPORTS: S. MATERIAL CHARACTERISTICS AND_ SPECIFICATIONS: ---- - --- wnr.TRR A. TILLtT, M, F.E. ult�w)-c(Tn Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on "'..e, LWapu. �a J41Ar 201, 203 as r section 1626 of the Florida Building Code. Uniform static loads per 9 sheet 1, 2 and 22 of 28, of Product Evaluation Document (P.E. D.), drawing nCr L1co Ml.NKN-12 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08109/1996, #98-570 dated 0911811996. 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No- 7._ LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-0720.01 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shu tare signed and sealed by Frank Grate, P.E. prepared by 711teco, Inc. and signed and sealed by Welter A. Tillit, Jr., P.E. PRODUCT SUBCATEGORY: Storrs Panels 2.&- TRUCTURAL ENGINEERING CALCULATION,$; 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products LLC_ length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and 4800 S.W. 51 Street section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc., woad frame structures Davie, Ro6da33314 dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E. 1. PURPOSE OF EVALUATIQN; 3. MISSILE IMPACT RESISTANCE• Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. T1111% Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilt000, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. IAINI11110111, 01020-3, Method I of the Florida Department of Business and Profssstonai Regutetbn. 4 _WIND LOADS RESISTANCE: �."`'EPA•TIC4;%g', r 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Maximum length be Indicated 8, 10, 15, r* P� ,i may.. VCENSF ' ;� This product is being Issued an Evaluation Report as described herein, and has pressures. panel shall as on sheets 14, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. < <-- =-?�,,_ . _ 44167 g_ been verified for compliance in accordance with the 2020 Seventh Edition of the Florist Building Code, and to verity that the product Is for the purpose intended 20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, --- r T * ---'* ' i4 IO et least equivalent to that required by the Code. 14, 15, 17, 18, 19, 20 25 and 26 of 20, of Product Evaluation Document (P.E.D.), _ ,� - ". STATE OF r� '} '��' drawing No. 20.178. % G,c:1p R1-4 • 'A'N, This Product Evaluation Report shall be subject to review and revision In case of 5. INSTALLATION: S/ONA� r ,I"% N11Non1UA71L'` a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED• 2.1. PRODUCT EVALUATION DOC_UMENT(RE�DJ: sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as DA1 TTIILLTECO ADMON RECORDS I P. E. RBPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC H 20 GAGE GALVANIZED STEEL STORM PANED ORWO# 20-1 76 1 REPORT920-0728.01 Drawing No. 20-176, tided A20 GAGE GALVANIZED STEEL STORM PANEL11, indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr-, P.E.; dated 07/28/2020. This drawing is an integral part 41�Is Lr,nllNnlI,FFA Evaluation Report, A:.T��4 V, A TIC(/T�,,,,'a �`�`ap`v'Wk _ �,)CENSF ... t0.11\L�R, a33` '' ,�CEI .9 ,:� � No. 44167 _"i._4A167 , �'F,W'-,t• * :* '% cj.� I -i D,L,.. fi(QP �77 STAE0F :'r� r pc FLORIDP r 11 LOP e. •. ..� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - , S31 fin„" AYF"'ImIIn1111A11% AA"' GENERALRAi NOTES: 8.3) M CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS R FOUND ON THE ON- FOR canLAN"EAsi1NG wAu. ANCHHORS SHIALL BE LOAD INOLIaH 10 REACH THE MAIN SIRICTIRE BEHIND SUCH PANELS. I STORY PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P E.D.) COTS BEEN VERIFIED rOR COMPLIANCE IN ANCHORAGE SHALL BE AS ME)MONO IN S.1) AND IN 8.2), ACCORDANCE WITH THE 2020 (7M EDITION) OF T14E FLORIDA BUILDING CODE (C) )1?-fa(L.A= IMI . •PEQEEK Qs&A • G ,. 0.55 MN.: OfStON WIND LOADS 9HHALL R DETERMINED AS PER SECTION 16700E THE ABOVE L1E'1r10//ED CODE, - 1/4'• TAPCON ANCHORS. AS MANUFACTURED BY I,T W. BUADOI. ANC. MR A WIND SMO AS REOUINED BY THE JURISDICTION WHERE THEM SHUTTERS WILL BE INSTALLED AND - 014-10 PANEl1MTE FEMALE D AND PANELWTE PLUS AN04M. AS MANUFACTURED BY F1CO CONSTRUCTON PIIODICIS, FOR A owcnowrr' FACTOR KC-O.aS. USING ASCE 7-16 AND S/WL NOT EXCEED THE MAXIMUM (A.S 0 ) I 4 r HAG SCREWS PER N D.S. - / ' DESIGN PRESSURE RATINGS INDICAED ON SHEETS 7 THRU 12. 14. 15, 16, 19 A 70. - 7/16Y . 5/9' WOOD OUSHNO. AS DISTRIBUTED BY ALL PORT SCREW, BOLT A SPECIALTY CO,. IN ORDER TO VERIFY THE ABOVE CONDITION. URINATE DEEM WIND LOADS DETERMINED PER ASCE 7-1e C.f) MINIMUM THREADED PENETRATION INTO W000 Of TAPCON ANCHORS SHILL 1 1/2" AND 2' FOR ELCO PANELMATC Ptus SMALL BE FAST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY CA IN ORDER TO FFAW.E ,D.DICATED COMPARE THE% W/ MAN. (ALSO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 IMU 12. 14. 15. 15. 19 A 20. IN ORDER TO YEIUfY THAT ANCHORS ON THIS PE.O. AS TESTED WERE NDI ONSTRESSED, A 3OVERI INCREASE IN ALLOWABLE C.2) MPOMUM THREADED PENETRATION Or LAG SCREW. INTO THE WOOD FRAME UNIT SNAIL n 1 1/2-. No TIRFAOED PENETRATION NTO STUCCO SHALL BE CONSIDERED A5 PAT of THE RELIAIED THREADED PE7KTMTION. STRESS FOR WIND LOADS WAS NM USED IN THEN ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WIN N.D.S 2018. C.3) IMMUM DOE DISTANCE Of LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM PA4FL•S ADEQUACY FOR IMPACT TWO ONO RESISTANCE K45 BEEN VEMMD IN ACCORDANCE WITH SECTION 1626 OF THE ABOW MEITIONM CODE AS PER HURRICANE EW INEERNNG A TESTING INC. REPORTS 96-m9. 96-570 • 96-T30 AND C.4) MRAMW PENETRATION Of WOOD RUSHEE SMALL BE 5/6' I / /4' r-20 SCREWS USED SHWl R 1 1 2' LONE MINIMUM rMSTRATION TESTING LAB NC.. REPORTS 12032 • 02126 . AS PROTOCOLS TAS--201, TAS-202 AND TAS-203. smoLAD STUCCO EX4T, AND 1' MIM•WY FOR WALLS WITH NO STUCCO. AS WELL AS STNDAAAOARpS. RNCAN WEST LAD a SOUTH FLORIDA REPORT 00219.01 -09, A3 PER TAS 201, US 202 AND TAS i0J ST C 5) NN CASE THAT PRECAST STOP. OR PRECAST ODNCRETC PANELS. STUCCO OR HOOD BOARDS BE FOUND ON THE Mstoc 2 ALL AMNNUM EKTRUSIONS TO SE 60e3-T6 ALLOY ANTI TEMPER (UNLESS OTHERWKE NOTED). SEE SHEET 2 WALL. ANCHORS SMALL BE LONG ENOUGH lO REACH THE WAN STRICTURE BLAND SUCH PANELS. ANCHORAGE SNARL R AS MENTIONED IN C 1). C 2) • CA) 3 ALL ALUMINUM SHEET META USED AT CLOSURES SHALL HAVE 3105-814 ALLOY (D) ANCHORS SHALL K INSTALLED fO11.01IIHG ALL O THE RECOM11fNOATIONS AND $PEGFIOATMONS OF THE ANCHOR'S MANUFACTURER 4 ALL SE0. SHEET METAL PAWLS SHOAL HAVE STAl1CTU IM QUALM STEEL. ASTM A-6s3 CRADV 50 MINIMUM. G-60 GALVANIZED STEEL DESIGNATION w/FY- Se.5 KW (AFTER ROLL O)_ e. PANELS MAY ALSO BE INSTANIEO HORIZONTALLY FOLLOWING NSIALIATeN DETAILS W40M ON SECTION 3 THROUGH 10 (SHEETS 4 THROUGH 6) EXCEPT THAT HEADERS ® • CD SMALL NOT SE USED. 5 ALL SCREWS TO K STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN O w/ 50 KIN YIELD STRENGTH AND m MH TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BURDNC CODE 9. II SMALL IN ME RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS Of ONE STRUCTURE WHERE SHUTTER IS TO K SECTION 411.3.3A. 2 ATTACHED TO INSURE PROPER ANCHHORAGE. THIS SHUTTER SMALL ONLY OF: ATTACHED TO CONCRETE. BLOCK OR W000 FRAME BUILDINGS. 6 DOLTS TO W ASTM A-307 GALVANIZED STEEL OR AISI 3D4 SER4S S7AJNI STEEL, WITH M Ysi MINIMUM YIELD STRENGTH. 10. EACH REGULAR STORM PANEL RTH LENGTHS WEAL a•-8 THROUGH 12'-4•. AS PER SECTIONS 6, 6. 9 • 10 AND ALTANATNES &I ] NMJCRS TO WALL SHALL BE AS FOLIU■S. 90 A IOW ON SHEETS 5AT , 6 a 12 RESPECTNELY; SL NAVE A LEGIBLE AND READILY COSINE RelftiNc OWRUCTNG OWNER OR TENTO SECURE PANELS HLWTN APPLICABLE REWORCOONT DORM PERM OF MNRRICANE WAMK (A) TO... - 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL MHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH - 1/4•0 TAPCON ANCHORS AS MAINIACTURED BY I.T.W SUI DLX. INC. (Mtn rc 3192 P_..i.) THE BANDING TO PREVENT WIND/RAIN INTRUSION - 1/4. 4 . 7/0' CAN-N HORS, ANCAS MARJFAOURED BY OMALT INC. (MIN. rc-3000 p.N.;.) - 1/4-0 . 3/4- SOUO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. DOLT • SPECMLTY CO 12 STORM PANEL INSTA'1ATON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING IEDULATIONS (MST. rc-3000 P.N,) PROVDED BY THE JURCIION WHERE PERM" IS APPLIED TO. SDI - /14-10 PNNELAAE FEMALE O A PAREMAIE PLUS ANCHORS, AS MAMRACTURED BY ELCO CONSTRUCTION PRODUCTS- (CON- rc-3330 V..;.) 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ECNEER IS GENERIC AND DOES NOT PRID40E INFORMATION - I/4'0 CF TM -GRIP ANCHORS. AS MANUFACTURED BY IRV-FAST CORPORATION W -36170 P.i ) FOR A SITE SPECNIC PROJECT: I... WHERE TIC SITE CONDITIONS DEVIATE FROM THE P.E.D (W) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND N6TALLATON INCLUDING, LIFE SAFETY Of THIS PRODUCT A 1) MNIMUM EMBEDMENT OF TAPCON ANCHORS NATO POURED CONCRETE SMALL BE 1 3/4-: 2• FOR PANELMATE FEMALE BASED ON TNS P.ED. PROVIDED W/SW DOES NOT DEVIATE FROM THE CONORIONS OETAILEv ON THIS DOCUMENT D AMC PMEMALTE PLUS AND I I/4- FOR CF TM -GRIP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSOLM, A2) CALX-IN • SOLID -SET ANCHORS SHALL BE EMBEDDED 7/6- MID IKE POURED CONCRETE NO EMBEDMENT INTO W THIS PRODUCT EVALLAnON DOCUIEHT WILL 9E CONSIDERED INVALID IF MODIFIED. STUCCO SMALL BE PERMTTm. 1/4• 0-20 SCREWS USED SMALL BE I 1/2" LONG MINIMUM SHOULD STUCCO EXIST, NO I" MNORUM FOR WALLS WITH NO STUCCO. AND %MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED IN A FLORIDA REGETEREV ENAMEER OR ARCHITECT WHICH WILL BECOME THE MR WITH WING NUTS. ENGINES OF RECORD (E O.N.) FOR THE PROJECT Alp WHO WILL K RESPONSIVE FOR THE PROPERUSE Of THE P.E D EO OF RECORD. ACTING AS A OEUGATENGINEER TO THE ANE 3) N CASE THAT PRECAST STOW. PRECAST CONCRETE PANELS LS PAVE. STUCCO OR WOOD DOARDS SE fOUND ONTHE PEA ENGINEER. SMALL SUBMIT TO THIS LATTER THE SITE SPECK ORAYIINGS FOR REVIEW. EESTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ACHORAGE SMALL BE AS MENTIONED IN AI) AND N A.2). I.) THIS P.L.D. SHALL BEAR rW DATE AND ORDNAL SEA AM SICHATLRE OF THE PRMSSPDkk ENGINEER OF RECORD THAT PREPARED IT. (B) 10 EZ5!r; C±VrAPCON YAUfAC1URED HkTS P, cY1c COAL A___ C- - 1/4' ANCHORS A$ Br I T. w MALMI, ANC. 14. SHUTTER MANUFACTURCR'S LASMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM BEL - 1/4' r . 718' CALK -A ANCHORS, AS MANUFACTURED BY DEMALT INC. (MIN, t'c-150D p.ai.) PANEL SHUTTER IN ACCOROANCT WITH SECTION 17009.3 Of FL01-oA BUILOMND CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION IM9.9-2 OF THE - 1/4'0 X 3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, Sal A SPECW.TY CO FLORIDA BUILDING CODE (LAIN. rc-1600 P...1.) - t14-10 PAELAAIAE FEMALE D AND PA(LUATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION THIS DRAWING $HAIL DRAY BC VBED TO PRODUCTS (MN. 1.4-2071 p..J I A011011111 OBTAIN PERMITS IN THE STATE 1K fL,ORIDA - 1/4- P OF TAP -GAP ANCHORS. AS MANUFACtUWD BY TAU -FAST CORPORATION "A ER T/ •••.��/l 8.1) MINIMUM EMBEDMENT a TAPCON ANCHORS, ELCO PANELATES AND CIF TAP -MP ANCHOR," ,,%C INTO IHET�_- FLORIDA BUILDING CODE NI h VelocityHurricane OLD" urn SMALL BE I 1/4'. "'I' : "'nip 111l•'a 20 CAGE GALVANIZED STEEL STORM PANEL D.; 8.2) CALK -MN • SOLID -SST ANCHORS WALL BE EMBEDDED 7/8' INTO THE CONCRETE BLDCN LKwI. NON0. 4 167 T INTO SAND I MILL BE PFR WAU WITH 0 S SCREWS USED SNAIL BE 1 7/2• LAND MINIMUM S,HO- �� LOBAL PROTECTION PRODUCTS, LLC• `TGEDS7, AND I' 41NWAM F011 WALLS WTN NO STUCCO. C7Ar n �. It IDITF1NG INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR PANELSni A CIA BLOCK STRUCTURES mmaDEmmm (FEE 904DaE ON CONCRETE OR CONCRETE I11100ER Ar,C,10•s tIEgNO, e) 01 (9a 90 muE w MIT, ANtiQeF 9ISWOl{E aN _CORTE a WH a Iv CONCRETE ANCHORSE'sTINc (7Q IotaLAa a �CRCREIE Po AWED IIE'QAED.,6HRT9 71111", , 4)(P/a • T,gpAN e) EtTWIC ►OARED , Re0Uer1S.\ I MLA • TIHIIO,AO, q T„Ay, 1/2_ _-.I-YIN.:-)/Y- ,YN,.-. _ I .Y-MinWMn1fdMICREIE /PRY/a1T¢/t�/'� ( 1/1• \`.� ••, ,. •I \'\.� `�. �. .\�>�'\ b\ IE:: l .'YRICO __ ,IW„7 ,K (£__ ,_/1•' --)-'- 1• • ace h�,�--.", MAW. I 1 I -r�p.1 WW t • OL.1 I ` - - ---... _ .__- ) CONIM POURO CO CO,/aall : 2 I I 1 1 I 3 O \� DaS'13Y0 PDIABD \ 1 I , .H{^e) s 1 Ci �: V ,• Pw. �.1 1 14 1a.K 1,Ea1.11(a {-y N CONEAETE ROHWE.I ; , 0-16 .1 1. '�'\' I I. 1 -� PEE e M OCAU! I - i O I - 1 1 nowfNO• S ;�l\• n 1/E' OL I i �.M,c S 'E ,/Y OA. W�i1pa I IA" 70 41A91. 1 i I a % Y9 e I I 1 I 1 z- a.W � J I I 1 +�,MW"6 1 I 11a ,0 a I I `Ce O I A AA.• ' yy 1 I P. -- I 1 P I i ZF:: 9Aq 1 a 1 _vr:_.. I I I - I I 1 g i I I SJ1 I 1 I I I I I 7A I a- I 1 I I ii I I Y 1 / I I ' 1 Garr r,0 • jj I 1) 1/r ac a.I .(. TI j■q nth • - "a IDtbTIN6 .OIRED E D �% CONCRETE O• ;. .. 7eWY.)/3i' lei MY - A ; ® 3 I ,2 ,R- at * EAShNO POR[U . CO I r Pa - - E D :.\ ,3 n, ar r' CONCRETE ROCK REQUIRED. I Nor Rio • r 1 1 i CONCRETE BLOCK I CONCRETE BLOCK � ... I IE T .y a 1/2' aG . >:•.. `..>.. , 1. .�.; > 1E01AR[a. , Eh ,n REQUIRED t t 1 2 I , [ed N1C PIX''Dj .,: .'-"- 1ML I- , MST / CaNOWIE AI/ ' R E.O �/4�)% n - _ i i CONrMTt - r/ 7 NMW �•^P� O O O"P (in SOICAU « - ` (eRM'NmDE'C d.. �: FiM.a oc Y'G,aR SCHEDULE ON-•) \. (SIf�EEIf `:/ cK EonMA i 6a (a/LS.�/Q�. �S�C'NmtllE/ IN T Slurs a TNrouaH q �. 6Nms a T,walO' 9) eTEl01gN bHRTs a .'" 9) SCALE 3/e-1' SURE 3/8-1' SCALE 3/6-1' SCALE J/9-, 1 6 E.D. •• EDGE DISTANCE I D 9a,lmuE I I.,- E'�il " I 6 1 I i (SEE SCHEDULE ON SHEETS 8 & 9) 10 *I I R I e I -i- -- I ,' R Ei all • 11 (Y( NDTC FOR CEMB•M„ON DF 7'T1DMC: I 1 ant I I 12 1� a r p 'MINMMIA , A. TCIE %�a TOP ! BOTTOM MOUNTINGS CAN BE C IN ANY WAY To SUT ANY l : y,' a .` ' FLORIDA BUILDING CODE (Mah Vel90Ih Hurricane PDIRW'-'3/4._. Ire REQUICONCRED ---E.D.- --- REOAIIEO. -_ _�-MOW1[ ANOIDRt _(YE st:l= ON EINm a MI till" •) CrIUNQ 6AR in MOUNTING . -1' 1 L ECO INc. TILLiT TESTING & ENGINEERING COMPANY A A. TI[ r P.E.hll w LTER PRODUCT EVALUATION REPORT �I'G°6' 1".. T, 14 No 44L67 HLL.A. Liptak N.. }70671V REPORT Ill 20-0727.02 DATE: July 27. 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: GaDM Protection Products, LLC 48DO S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tlllit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020-3. Method 1D of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: Z1. PRODUCT EVALUAnON DOCUMENT (P.E D.l Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tiltece, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inte$`ka1N,p F�FJ,his Evaluation Report. .�` ZEr ^'�C/'��. \r-� r ` ' - �4*t167r' S fi+►'' �?_, * _ ' * Ma_-, '. STATE OF .1� F 3 �.e` f(ORtD`. %-4� �r 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1 ?h tp(3E+�a,89'rl-I531 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-17 __ is. 196•(TOM WVM)— ----- __-_ _ . .__ __..-_....-_.- -_ 13.106• ROTA WIDTH)-.. _. - I-... -- --_ / 00' 12.5(FFFECTA4 WIDTH)-._- -.-----r s , (--I.XIO•--. , DO3e' Wl. INCH 1.350•- �..>} T. ��G. 3�Op` AM A-663 aa��/,,,', 1 ® ',250 .1{57. 0.0.MNR[D 6 E N _,1� T-• 7� ' ) I * 2.657' -..�•0 OAV. 'X -/ I.000' .24' '-.'!EMMED TYR \ ASTM A-o3 T.000' 2 / .! NOiAb - \1 ' 7 ' T ` MM0 - ORADF m MseIM DETAIL 1J um OCT4 A-T ' -i�.AIL A 4a.B 0-so WIV lr p9} ____ `LL A 48.6 - L- --/ 3- 1.3]a' I Q STORM PANEL 4 END STORY PANEL f_~ 2.IIP' .-. 3/p4 i »'h-3-- �- - 10a' R Y� ( _ .750' 9nA�IMTFD 5,g 6NE1rD MMUS Do Ar `..r !.250, 2.,67• - ,2S' , 4'1-:l0, , 4'.-20 .123• W/ iCA•[D CDCF. - 1 1.125'' - j.7S0'�- 1 A-neir , : I / TO ANIXE • 70 Al1AE • 1 / to.00• I 19 t/Y ace 17 t/?' OG� /7 375•.093' I.S00' �7r-0IJ'00Y 3" 2.000' -__ I i2.125' 979�• .093• OENL 1 S-i OQK1_%'�.250• 2 1 5• 1t a3761 i f '112D'{ L774.i - ._ _i 375 lS0 i 1 T.125'(41 -aD'�_. ..5' Mm.--.... .-. 1.500'. - 1.SD0".ISOMETRIC (IEW DETAIL A � .-2000EAL 2.o0D•- -- ROUNDED CORNER a ENDS OF PANEL'S It END LIP W/ HEMMED EDGE. O 'h' HEADER l� 'U' HEADER 4O �II:E (9ANGLE WITH STUD (N.T.S) e�.L/�p�� ���rV i 11�,WSM•A.JElYY .._. _- _..I VARCS SEE CO. f-"-( ,/H Y 2/1- • TOP m0[ S74 ON .]74'. ryP ...7W' I aE fa6'�ra 310' ( ___ i.390 t_. PNQ .,/i �_.._ . -_L '. J 125' 11/.Y-20. Ja TIL7i[S J 1. i L 1 i s stw AW110 To 1.40Tt.0a.1• .JOT .SIN I I +- .�.ikL _.27U .956 NO' 1. _. MIRI • T7 1/2' O.C. 62s._J r . - -- - 1 -7.1 1 e71' 1.671' 1 7pT�IA* L, 1 t - N•. a93• 1 i-- .Om' t.... _.. _. ..1 i ._ __.. I L-- 1.000' �• TOW O KEY HOLE WASHER 62Te - --MP.) .463• © 'F' TRACK ANGLE ® 3/8" 'F' TRACK (D FLAT PLATED 0..036' (on.) --.094• 1qq WITH STUD GALVANIZED SIM _, a �'pl• T►((/ Yn. N• IDNO - _ I f . TRH.r-.__.__..I i IONS•/0*017�r vi Et iS ••.Z 376'. -� •• .67s•r L_ J D.4415737a$ ' r I �E : t : * FLORIDA BUILDING CODE (Nigh V" i �yp ��yAC eoTraOF .DC ! "'1 »�`L 1e7s `PI.LTEDNICELNNT ' t�wi of rANA 4O' .$TOTES, ._.. •9ao 11U[c0..HL 20 GAGE GALVANIZED STEEL STORM 9P I♦ : : © KEY HOLE NNe,OC QLDBAL PROTECTION PRODUCT! - 2.000' - -- &OHeT PANEL +ws i• .- ' Av a r ".. E C O IMe. N600.w E, 6nBn 6 2 X7 Xt /4' ALIXIMIN9LY. UNIT ONe NUT W/am f Y" t K� YI NDOW MP" W/ Amila l NPV Wn u •x�. I'PF�OI.;YI�M .." (SITU, 0" E7M4 rN.I.TeNE-et • 7/1M.3/32• MRNB' (nk"LEs6 G-0NM)1� 4A, r SIR% a ,Etta RATED 9T=, .E 1WNJ•m VUNLI•AII 1wLtFX A tALR A. It INSTALLATION DETAILS FOR REGULAR PANEL.SC1 A C1-A ETD CLOSURES DETAtlS FOR INSTALLATION IN POKED OONCFEE. INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCRETE SM OR WDM ae i4Mel1ME F1YyE a.UIE v.Y SFL. u VALID FOR REGULAR. UFE SAFELY AND E—Z HANG STORM PANE SYS-iE]t .t�N KIEMAE 1wE 6R o Mr "Woe DI E10Ad eL1' • /7y�,/�,� _,.- f eM,AE oN SMO ...) Y�m9 T DON .) into w4." r 6L. 1' -, I Ry�AIpWWI�•s1 OOMCRE POLACDIE , 11 E.D. O- 1 '®.. 'm, iir�T- E 1P \ ; 1 O,.a O . ,r Ae L-�al� �11.' I t I I W 7 �' - A A, Y 1111111 ;:. Q ,c 1 w Ex,srBNG IrWflKD,, I I P•''. �E E •, •• NL 1 P a1NOREE oR - I 1 a'Ti, 'ir MWf ) • ,• 1 - -- HIM% I 0) CONCRETE BLOC., N 1 O 3 T r- r P"J 1 I I ...by(( AEOURED. I I w�! P 1 -. .•i•-'�+fy=,y�-aII_MJArw !I G7 L_. ^ -. a. _._ ` -_9GlE /�e•1 �� .PY11a a,; n NM MINA - 1 "11. I FpDSF{( .. _ __. .. r 1i1�1�7TT1HLf { Y-M,1• Y9 1 1 1 CASE a (PLAN) I 4rLaOAppNRA m .- --•I I 9i' _)� sCNE 3/16 .- - .'+ i[cr l . MY. I I '/• ., v I rum I'io•-YA.N" W el O I � I S e1611 99 I I u- II.4A • M✓ \ .4T ,O{IN•E I, _ WA MC` a a w �� . 1. 1M ON,,at . ; O , 1, eA9l , - O (D IN aA9e I I I I 1 1... V ,Atl.s I I S 1 I FT' : Ff •i,f.v�1 1 3 i r •�MfyryluI I XFA'MI♦:'lii' . 11J �-'1 car" FOIRD ED 1 I A,i•�"i,QYc ♦y` BLOCK CONCRETE 01, ",, ; I EXISTING POUND) : t.0. ® /C /t J,�NC tP ) l,e.i,�jjo9ljD (Pj ) 1 CONCRETE OR / - -- - I SOLE 7/le-1' 1 CONCA M BLOCK 4,-�y 4• _...._- --IIIEGUTAIM I 4.- w wf • • o-i dRRR' NpM W$�����PjF CJ4JI-M O11 n11CLME // - I - a0M i • MAMaM IDWE a laMPAW Ala ANOANtr / COR7E ANCH,Na ..- ' ,N•- ,1\, • WW■ a PLUS ON OF TAr-GIN (SEE s01m{RE a _.- t 4 .1'.` ' I _ _ _ - Hy Va® SCALE 3/8-1' SCALE 3/6-1• -tile anW .COD •o�-. C IMP//== ' td: KP MWitl Mall W _~__"NU . _{AOE�EKIsrNe + NEW' 1' wloE . VARREE . 1/8' E.O. - EDGE OIBTUWC£ :' OPE THICK ALUM TUBE OR I' F (SEE SCHEDULE ON I '- 0t -0 CASE F (PLAN) Der" STUCCO/ P.T. WOOD PLATE SPACER -.I' - SHEETS 8 k 9) KALE 3/tM1' • NEW I• WOE . VARIES . 1/6• / I 1 NOTE r'OR CDMONATION OF SECTIONS: _ N ALUM. TIME all I' . VAMES (- SPACER , ._p:m,UTt I TOP & BOTTOM MOUNTINCS CAN BE d -� N�% I COMBINED IN ANY WAY TO SUIT ANY CASE E (PWI) u ' • (%a se"Mu E OA �l / I INSTALLATION. 9CALE 3/16-1' LRQK • ,lHAd1a1 q J % I CAM. O+ I + jrEa A:.T►<</T Elllsllrc P01A7E0- E,FA1�--•V6 FLORIDA BUILDING CODE (iBah W(o0v Hurricane LW1a6,E'It."-:-_..- COMCIIQ Elf- . WNrn MwrN N r Ia ar.Ea ,61ert M I (WI n a . 1 A W. CONCRETE BLOCK . Iva a iff. '"' a rLan 1 • .) 7 YOA REOLIR[D. 1AIdW roan. X6 SECTION X-X SCALE 3/6-1- DETAIL FOR SPACERS REQUIRED AT TOP OR BOTTOM TRACKS ADJACENT TO STUCCQ/WOOO BANDS I'RODElC7'KVAr.I7A77oN>L7t1,UILrrn 20-9727.Oj 2 2.1 TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2000, signed and sealed by Edmundo Largaespads, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATION& 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 Tiitsoo, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Waiter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESI3TANCE. Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175, Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. �E�AJIZ �✓�E''_N�CNF11 ��Na 167 / A F � 9©A� FLORiDP .-' 114�: s S''.•.....• lolo �'y%_, NIIAiL 11P``�1 D.M..O' 3Q,©+Q @,T. ®+® - PRnniTCT gVeLT.UATLON $:,P.QBT NQ 2G-9TI7 02 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.173. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 8. MATERIAUCFLARACTERIS13CS AND SPECIFICATIONS• Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. 7. LIMITATIONS AND CON fTiONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco. Inc. and signed and sealed by Walter A. TiII@, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620,2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tifteoo, Inc. (Florida CA-0006719). ``r1`%ill P iA. TION - _ �' �GENSF'•' * v- s DATIL ECO ADMON RECORDS % P. E. REPORT.20 %GLOtlAL P40T QN PJtODOC'rS.L(.(ALI�BAOE GALVANIZED ST'EPI STORM PANEL 1DRWf'920.17b%REPORTW20-07Yl N�••.• OR1D \, �N�FSS'ON' Wpm11�* OLOo 1/4, 2/4, 3/4. 4/4. 5/5. 7/5. 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, SW/11 A 7W/11 _,_ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A 9 _ _ _.- -_. _� 3' NO_ Von WOOD SEE SECTIONS OR SHEETS 10 A 11 I' MN. e b ,, o r_- r r .r•._r__r__-_T �;'/_T'T__l__T-T__�_ . I , , , - -_ 1 i 1 ' _- � -,,,r .1 I , I _11 1 I 1'X -- L 14�� I - I i.-,.i t I Ift M11�_ UNBOLTED PANELS I I i,\' I I BOLTED PANELS 11/ 1/N-26.1' (SEE SECTIONS AS 1 1 gs. M.S. ear W/ 7/8• , 3/32. OAGNUTS a FA. OVERM H I I (SEE SECTIONS AS APPUCABLE) APPiICAI 1 l) I ) J- , f 1 �) 1 _ 1 W' .i I I _I Ll 1 I",'I. 1 I,; IL �D.M..Q.(@,, 4@.+_4 - -- - / o -- --I..__' o _.. o - 14 o ��.3- e.N - 1/4. 2/4, 3/4. 4/4, 5/5. 7/5, -- 3• tW/10, 2W/10. 3W/10, 4W/10, 6/5 5W/10. 6W/II A 7W/11 ANCHORS: - ._-- FOR CONCRETE SEE SCHEDULE ON SHEETS a A 9 .__ _---.___ TO*WOOD SEE SECTIONS ON SHEETS 10 A 11 - .. ....... 2.57' 1/4• Mm. GAP leL 1� (0~ -1 WA= VALLm �I 1/4' ' MAN. GNP INSTALLATION DETAILS FOR REGULAR PANELS3 & 1a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHw e _ pgURCp CONCIET[ _ D CONCRET[ ppLRED COICRI[ ION WOOD SR SECTIONS ON Sw r 12 }- , OR C6NCRErC BLOCK COMCR[TE 6LOOt O)L MMCIE7C ROCK :3- M.. 2.6Y 6EO "RED 1p1IS : REOLNU AAC,10Ra Rf0MIAM ' ; I* Wn (MN WERM, -I WHOLE VMLM 4 6. RL sw% Wit I • W. I .. _ - �011CNLT[ - - E19) ON -- SI CH�IAi6 ® ON {aA BdIERRE ON _ D,y, AB t f9 I 91i[T •) 1 SHI[ET e) 11QW •) - � _ _. 1 I CJ ' 1 E J� _. , I' t i I I� ( � 1 i ;i' ' 1 jl I 1 I -� j � 1 ; :I I I I'I III I I I I 5� EA- I MAX e v /� I',I, LL sale M/ I I I r%T 1 1 1 I. I rnrt a INrty a r- 1 .. IW, .WYIMaI, fi _ W J+ � 1M ONM11(4, I IN. alaI1.11EN , � � AF G1a•IIA ,e .L I t � I I tl _ ..� I I... I I I 1 I I-� �NAX a F Aar. i h Aar. q .1 } i..lfi I 1 1. .I WI„ I a' r q e ! e•n .0 1 94t q I } i I I I T 1 i I �l I.1"i I 1;, I ,4 , I - �n ,,-HI■. 1 v.1 W I , I 60R II :PB $ It/.W-Sal � 4o I1/.•P-J6.1' � I I I - I j l • I 1 (NI "L, JA i ii u 6wm ■ 3/n. min W/ 9' ,f1./f6. 60.n R/ `. I 1 Ii, / ' 1 1 L O ' I 1 IUWw 14UW LID, I -I SJ (INtlY14R • 1I01. I -..1 a I4.. • 610, +? 1 I I I 1 1 I i OWaM I IIIVO9A• 1- _.. ._ I 1 1 I IarWRr. pp I . , , , l- L. _ _ __ _ .. _ I I 1 tint% r-61AeY0 I S6X°a ')1 CONE. OF 'L "L 1. i"III: E ,/6 �yy, -� �. / : ova'; e ,2 I '� J h• ac j, J 1 r 7- too•. --, 1/4' / _ I 11 4'•-2aW3/4' S.S. BOLT .. , . .MOW. I '*• W// 7/B•Wf32" wN0 NUT • 12 1/2 O.C. _li,-DMG1E6 AIK11016 S1A00[ISO IXLICIIC,E AMCIa63 W/ STUD (M SCHMIUR ON TWEET 0)EDAE ON M W 9) p��pp�{,16Rt{DO prppsy.,WqtEap CONGE7[ 0l1 - - COA101'I[ a6CX OR _ .L'ANOYr7 6Uam 6EOIIIm RIXA11m Q W" MOUNTING DIRECT 61A 06 MOUNTING WALE 3/5-1• SCALE 3/a-1 NOTE FOR COURINATION OF SECTIONS: E.D. - EDGE OWANCE (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I IDI �, - I 1 A R la arc y1a T w.. 5" ~ r IFaa. - QM..@. ® 11�LE 1- ARM.. OF 'L• 1 Min. MAIL -- ----..... ANCHORS: FOR CONCRETE SCE SCMIMUIE ON SHEET 9 - - FOR WOOD SEE SECTIONS ON SHEET 12 REGULAR STORM PA►'IELS (1l a_ EVATION ' SCKC 3/3I•- 1/4' LAX. GAP 2 e7• I1.-.. 1 (SIRS D+EaAP , NNDE MULLET) COMR/E ANCaA6 _.... _. .- > „ e GN , /4' Pam' I a PSI RD iONCMT[ OR SECTION A -A klyE_) Glitter, atOCK SCALE 3/32•-1 ROARED _6- 0 a) W C NO —M a) � .4-,U p c . CD CU U -v a- to � C •�� V (u 0 O (O •-� V -= U5 = 0 2 Q W C6 O CC L.L. 0 CU > - — 'a Cn CU O it -0 ,O .0 C/) Q Q 14 Z Z W J N N C� N CZ �_ 1W V) Y7 >. � W O- w p I- O 6G- G 's U N O on X C W a- �n 1a Ha - N S O ti N _-. Ry SO E - c a. CDLr Q u •3 y 0) .= u 03 O =•T S -== a c E No 0 p- C.) 8 ALB W U) M O " CL 0_ Q U ^O 12- W W < Z Z Q -J CL SHEET NO. SH 1.0 _ II 1 1 1 I . I I 1 1:-11_II111' 1 1 II , 1 ' I _ I _I I 111 I I ! TF I' if ' .II rIR!1 F .III ' I I _IL I _ _1_. ' ' I '1L I I 1— � 11 '�. 11._ I'll I I I 1, 111 IJ "'OYPon MI-q- an ICHB= ow ,P4Mr e A n a,A r® .- j l a• ax 1 a nabaa N WALL AND FLOOR MOUNTING INSTALLATION FOR L'�°"itM�a""6mM r ..__. s•- .- ---- SPLIT PANELS aallow P AArY Q .Plmaa 4N_,_ \\ W=4 I . __ la,n. MQAluarl I � +•fir. IpYeo.- � . 1-� a IT,riar . eoTNr, j' c , • R,► iaP . ePm,a raw � >N,w TMOOI L ,• C -1 comw" "O1n'/,• C IR y,A0.1M1Ml .a„a'/C 1� E.D. -x +•—^ \ nu°rm '„tau ""H . WYK ILI.S��nApmr.Ay��.Yy / \ HERESY 1/4 1- QUAIL I I 1 yt1F Yty. r aL yr \� 3 la1 Yn'-4' YY. IM 4 O�dI.°I-131 Oa�rYt : (,D + 1•r 11P1J� 1 r/W1NN wall I 21Y.,/41r-r - f40a1-U a,Oh SCALE 1/4•-1' EWELEVATIONCOOK (NL 1Ma1dR1mm MULLION SCNEDLILE DETAIL 2 MRa MULLION REOUa1E0 NO,- " S'm WIC) ' ?UK MUU/ON 4 .Noma -an, . # > 4'-B• TO V-e' 2*. 4'. 1/0' •e' rc,m•1.AA. wT • 1, W-TD• TO B'-r 2• . 4• .smION 11 jr Pu.uli NOTE. MULLION CAN ALSO IT NSTAUW w/o STORM PANMA ON TOP 0, BOTTOM SO TINT IT 6 LDGTO)AT TOP OR BOTTOM Or OPO4M (ONE MNEL OPENING w/ MUSE TOP • NOTION) INSTAWTMN - ALTIERNATIVE 1W SEAL: 1/4• - /• INVALLATION - ALTERNATIVE 2W WALL 1/4' - 1' )' OTM 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 P•e.l. AND PANEL'S LENGTH UP TO W-B`. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL, NOTE FOR COMI NATION OF SECTIONS: TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1 ! rAMrr • at PaYNF a ANO sYa \`?,` {� /ram' y� A� ( `: ■ 1 I ,n• •- -• 1/2• 11 ' \ ` Ley,", raua erNl • dK rA+na • � 1 2' \ 1 J \ SECT10Nf�Y-Y o., 9CJ![E 1/4 -+' p w�tpaq SPLff 5CN!< / `1. •. a •:: _: _, mewl. Mrrre" UUW _-. -- .._ oa. .-r- .?•l . 2 r, I Lleee ,m I ,4154 I- I 1 1T f{" "RA` a 4 SCILL• 1/4• - I• 9 A s,Ae PTir TJ,ip"ae 9.,9 UNU ' a_ ,n rrm rLa,s CELUNO ! FLOOR MOuKTINO re- WILL ! RODR MOUNTING INSTWATION - LLTFRf1ATIVE AW IMS7��I A71E«IS AWAILTIVE iaW (SECTION AT TOP IS UMRED TO +55.5-57.0 MAX. KALE) 1/4 - 1- A.S.D. DESIGN PRESSURE RATING) r.r rra m PerNA- A,Ova- _ AONOI NC 0/i m FLOOR MOMNTAIO INSTALLATION - SECTION "IN KAli: 1/4- - 1- FLORIDA BUIL04NO CODE (Nth V•loa)Nr NMMcano Zon•1 CONO M ANdaRe oomcam AMOIOIW NOR CONCRETE ANLTKIRea $a 9CHOW am BERET W. (ed SOrOaE W . (ILA K14VJU ON ran wow sew*. am YAnAN am SHEET is SWEET 11)� BMW 14) rr_ 1. 4 a TW/15 _ raPeA aa,IOlerz y�l 1/4, 2,/4, 211,/4. 3/4 a 4/4 1, 2 t 1W/15 I r II". _J _j .boo'potow CONCRETE: ,laM O I I -r -- I ! 1qT i TTTTT 1 T 1 i f - TT1-1 �m I mo www (EnEwaR tEnow PHN (Paua (ao ►ow �o` 111i 0 sTuo . u t 2�o.c sno 12 t2 +nr-. T 1 1 ,/,•Ear MNCNNE _ , 4'a1. 1Yt,ana (1RL b[I. I/14)1. '••.• w /2" aC• �WL�(t K'ID� 70 .w�2 I 0.G -_ - _ w �, .. _. � i I �� i 1( �;,. mm • a I i I x,i„ POEM I 14a4VR"'Y6 111,0011 F4M Mt" um L104A flW/15 2/4. 20, 3/4 OR 4/4 1. 2. t 1, R IW/15 ALTERNATE LOCATION ON LIFE SAFETY PANEL L MCA r/NO L" SAFETY PANELS LOCATION LSEE NOTE IBELOw) REG" PANELS w/ OR _- .� SAFETY PANEL j'• __---- --. -. _.__ _... Y W/O REGULAR TRACKS (SEE NOTE , ODNCRLTS ANONIdIS �'-/%�/ is :'�; /, ! , ,. •ELON) ' LATE PANELro eE NSfAL1iD AS (SEE lovio AE ON ENE SAFETY PAril OP004 SWLL - BmKIpLc �j A lE PRO.Taa M/ REM MANGY -KET IQ PaUKD 001N,a1[ 4W. CaMaEEAON) TONS'] rACa/rAn RESTAlI7,ON r MENDED 2. rm+AlRe _�,� TO R• PW^M O ON REMOVED FNOM INSIDE a '",,.i —�A ELEVATION WALL MOUNTING INSTALLATIO WALL AND FLOOR MOUHIM INSTALLATIO SCALE 3/32•.1' - SECTION 1 SENILE: 3/5' - I' - SECTN]N 2 SCALE: 3/e• - I 11' r /4. YP. av ®®a 1 • (' / w A4FrR' STORY P Nr, M )MST : ATION 13if1E.�,.QNL_LEE I. UFE SAFETY STORM PANEL CAN bE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) _- OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). LIFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED ADJRCEM TO REGULAR PANELS (W/ OR W/O REGULAR TRACKS.) So ,rm ,) 2. LIFE SAFETY 5T0� PANEL CONSISTS OF 0.030' GALVAIAE D STEEL STORM PANEL AS SECTION B—B PER COMPONLML m . SHEET 2 OF DRAWNa. SCALE 3/32'-1• THIS PANEL ALLOF!S ITSELF To bE ROXYOW DIE a6TALLED FROM THE INSIDE OF STRUCTURE. \N111N1 !. LIFE SAETr PAF� REOURES TOP TRACK m eE COMPONENT mk BOTTOM TRACK TO p, TI tE C Q{f QAS PER SHEET 2 Of THIS DROWNING. (,�,,.:....... INSTALLED wlLl OR FiApl IIONMEO FOLLOMNG SECTIONS , d: ' '••-[ COMPONENT° ®wAr bE CEN f� 2 ON 11ffi . AS WELL AS OETAAS 1 k 2 ON SHEET 14. 3.:• J FLORIDA BUILDING CODE Mi h VelocityNuMcar» Zaps 4. Mi.. LENGTH FOR coE1PONEHr ®®6 is . - �• Na. AINCHDR 5MCIN6 TOR C13TIPONENrt ®ANCHORAGE AT BOTTOM 15 GIVEN ON ° ri1m0. r,C r). IT 20 CAGE GALVANIZED STEEL STORM PANEL SCHEDULES k 2. SHEET 14. z * :. L>< COMPONENT NAY BE PERMANENT OR REMOVABLE. _ /R Wne/>mE J. SEE DETAILS FOR INSTALIATTON 1M0 WOOD FRAME BUILDINGS ON SHEET is, GLOBAL PROTECTION PRDDUCT4r ELL.. oaa; "- IL EC O ,�9�•, o(L►a�.•' AMC. .yA• ••.. ii1 uJ y0a S.W. 31 STW 5 SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF -' FS$ a•"E' n_ w'• �, IOU 20-178 SPACERS AT TRUCKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WDOO BANDS. klgANl UNA j .::"Ii-i`' _,M.,ra" wY„-,r wI-c: LEs.Nw-Tsa, ra: pagaER-e»E /11 ORIrP- ,IN P.E BEIL/",INnPa/Ewrz ri-aDRT,r 04 + T elLm v ar » MAXIMUM A.S.D. DESIGN MAXIMUM (WED ONLY FOR FAMILLSO PRESSURE RATING .m.f.) AND CORRESPONDING PANEL LENGTH "L" SCHEDULE • NRAtUTld6 AS FIN SECTIONS , TOM 1a ON SNQR 4. 5 d e wo MAXIMUM A.S.b. • e0.TED r/ t/.*P-]O,• 5A Yi • rr°Na U OATaY r YO10411" a' PINK DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS � A( Q IN�L INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VOID 00LY FOR PANLU(Dk ® NSMLIATM AS Pd1 SECTIONS I TNMIU 7. ON SHEETS 4 d e) IONS meenam o11NaNNI aTP ' ��CENS A� F No. 4167 Uamo FLORIDA BUILDING CODE Y•( Nurrlcons ri,mo. P'c' Zone) omom • 20 GAGE GALVANIZED STEEL STORM ►AfEI o r,. Sol S" �a� PROTECTION PRODUCTS, U.C. IL E C O -ToES •.!e ro� . I«e. "Go a4L e, $nw 0•IL 2 3=14 L ... -1-,0 7 7- NMNE (M.lD. rw (w)omo-Oar . ti : DrR OI-r-, 2D-17e d QAlV1R-MIUR/OAt u-oo°srn �Ir.• 4- rKtDt A TtuR }.. P,C. H• ORIIMr NP "M 4 a a A a �P�LEJ-1M 1/r,W SpARap11 aDlpftON m Wbb p 4Baa -72A Y-e' OR ItSS 2 1/1' LMKtm t TItRY e r T .,Ise. -7L0 RY-e• ro s•-s• Ma. ] ]/r V•OLrzD , ,HMI s r T .a•.0. -72.0 N'-r ro RUM.. 2 in' • e •4J4 -KD IB'-.• dl lW J 1/2' • 4 S f ,0 ,IAIOIrA A.S.D. ,ts+oN Pra2eLAa MrBw (eA.la ,IAIOIrA A.S.D. ,ts+oN Pra2eLAa MrBw (eA.la MA,erA1 HIO+ORL MaOa OOR CO. - ] 1n' •• �"E/ i An ml•rNT1oN a MM NAIOAM rwn IeTImN t• (IL) 1YCON a w-aMr 124N-w nVtnl,wa raNE o PA1rLIMR PUa ro IaNclaa s,mN �+E ro olTNpala ro.,�,[ ro l2aaM[,E O�E ro 00NOa1[ a� ro OOMOADE OOriN�OKIlW,[ r ++/A N/A N/A {' N/A r' KN e' , (TOP) e' r N/A N/A r r e' r r e' , (sD,TaO r N/A N/A N/A 0• N/A B• N/A S• N/A , �) r N/A N/A N/A r N/A !' N/A e• AN/A 2 (Ban01O +ee.3, -740 a• N/A N/A N/A e• N/A e• N/A e• IR/A 7 k 1 (i0P) Y-r OA LESS OR Ua9 r e• N/A M/A a' r -_ r e• e• e• ] tBalrol) e` Y/A N/A 11/A {• N/A a• MIA a' M/A T (� e• s' N/A N/A r s• r a• r r • f 7 (sDTIaM M/A N/A ,2 ,n' a ,/.• ,2 ,n• • t/4' a 1/4• a 1/4' S (TOP/DDflOM) ,a teats to • t, rat AloaRe nve • ,rr'crlo FOR aawuTnNe Ilrla 1100D rlWa BlAleay MNaA wN4-R IrONMS Nq NNMw mea oSTA4'S ARE +atom ON nee salmAE FOR [D. LD- ,MAN BaJDm oN TpMU1RE R®{q[ Arlap frW31a Pr ,NLLRMre- iALrie -,aPN ON tcalnE Sr 11a /oIDwS1a rAC10RS NR naS dfM11pM ro « POSSBIL T¢DKLD SI•AL1110 OSW[D lkeq IALTo1 TOwLL INN R {Or „Pw YaLanA vAaPo ,-onm raR ura, AKt210R IVPa Al AICNa{ Leetl". Row 1•M '/`'• '/�'•.... 1/rP 1/sT. 1/�•. _>Moan or uw �elsv r. ,Moor enuM ] , ] , "all ] IBSIL n /ems waa v.• La . 5/r LONG e1Mss BOOM r/ INSTALLATION DETAILS FOR REGULAR PANELS C� & C11A. • 15. 4 vs °` FOR pomm um To r AI• a ,/r o.c. PALL ,E,WI,• W ro INTO EXISTING WOOD STRUCTURES _r Fall, um" F up ro rn M. oR ph,o r'AIeMAt.R IOAr,t a OR PNe61-TE PUR • UP. nrWAO[D LION m IalOaR ALL U11a1111 V '•.. // ,( 1 / \. / I 4 I I� I� r•1 Ilbry 1 44. 'it .. 119 NOY Ea� � I� — -- D.N. C° I Co 1 ' I Our�'IO'�' 1 I 1 aa00 ,am ,IaarMco + I r000 ,owa Ra°Arr9 1 1 p- p ALTER --- TFVE 1W 2W WALE 3/B-I' WALE 3/9-1• 1 1 I , 1 I` SE[ iCl®IAA am NQr e I as KMD1Ax _._ NOR MI,,. LASS, ON _. I ro CLASS, i ljeiov.,STup t M-e r m TO 01,4116. 1 I 1 � I I 1 E0I f0 1 to - - __ to Eo 1 + EG[ I / .,so'� rmo wwrt v4 L . %W Ubw wm tww 1 N/ ,/sv-2pa• bA YA. • / V4' a.C. ' '1 .v ala s► Y/ /S�/J1- rrM ,Y!F • r O.C. Ia i umY� ` I TOR PAIa lDO1Mi N ro r-0' AND e L-.'. ,/4• u. rw wound u TD r-r YO.. 1 4 a..L oe I14-10 PANQUORIX RUNE IO OR _ � II ►ANDLNTr Pum • 12 yr a 1. rnN , 1 jl ., ,/.Y w aR,w • r os:.ALTERNATM ALTERNATIVE LW ��/p2 IRA namAm rDAk1R:vIOw A'`—, ,Ror°TM or Dew= ROOD PUTT rp Y..' MII Ij ,n' Nil nwlMm PRR+IMa�ll 0 YoaRIN ar MATT. SCNF 3/B-1• SOME 3/B-t• I: Au t0",N! u ro e'-r Ya R{WPFm I� hj AMPMA M FRAME DI IIQN — CON E SFALE 3/N-/ SCALE 3/B-1- tlO 1 p TI 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WTIH AS.D. DESIGN LOADS P:•' CENSF ••:� UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO B'-5• 3': FLORIDA BUILDING CODE NB h Y•loo Nu can* tom 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN T "No rirzoo. Ne PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL, ND• ;* 20 CAGE GALVANZED STEEL STORM PANEL mYw er: NQTE FOR ceuRlFutlrxN OF �cTIDNs: A•. 8T __. I L E C O PROTECTION PRODUCTS, LLC. m/ivf100 9 '.. FL R% . p'rE' I «.. TOP k BOTTOM MOUNTNGS CAN BE COMBINED IN ANY WAY TO SUIT ANY st Try $ $N ' A a=0 a a�ati",a- a.A,rr. sat w AW Pn_rN °�• A �14 woo, faa)ew-Fey 33a pes)sae•rnT 20-176 INSTALLATION. , IN L oA. TILPtb MIP A TIWI }., n Lie J?1 r. .w .. R,rNa r am" arm 3 e STUDS OVERLAP (12 1/2' O.C.) ro HUD ►AKA � R_ e M L •i . . I eL a . a . 7,. . Ll s. e . : it • L : �I 'e l srLIOs • 4+2 +/z• o. e. D NIaD sp• Me:. rAeE D I 3• TIN. (CASE M) Ae.0. WON o w-MP DWI•N NVeLIrIm RMY[ O NIa4,rJ[ PUE ><I.TO,m lI • MAX" PANE. PRresAt ro crNoaTc ro IxNCRnE ro m mNUEIa ro coBNwAT,w LL101N t• (n ) a, D01C"a'E IIIDG 'E aoCK sLaa sLDa a Tlgl N' N/A N/A N/A B' N/A B• N/A e• N/A 1 ! 2 (TOP) SS.O, -720 Y' 7' •• 9- S' S' S' S• 9- S' I (BOTTOM) S'-0. OR LESS e• N/A N/A N/A e• N/A r N/A e' N/A 1 d 2 (FOP) 7 1/2' S' S' 1 (BOTTOM) 4' N/A N/A N/A 8' N/A B' N/A r N/A 1 d 2 (TOP) B' 4 S' B' •' e' B' (BOTTOM) sa,rlN:U 12 : mow/ nrvu uaNrt CONDITIONS AT kOTTOM wi 3 In• LAV „AI -AY AS0. A plMa • e/e' ,a rBRI itY o A„k0 awE , (md • Y N- Ira Ta " NaQ APPtIGBIE TO 0[eW SECTIONS / k MAXIMUM PANEL PR®SUIIE - - LENGTH •L• (n.) A.1. .w.z -51.5 y y- 4 1/2' 4 , z' 2 (eortoM) r-e* OR LESS +52.e -ae.o 3• 3- 4• 4• 2 (BOTTOM) r-r OR LEss +ss.o -720 2 1/2^ 2 1/2' 4- 3 1/2' 7 (BOTTOM) r-e- 0R LESS +55.0 -n.0 2 1/2• 2 1/Y N/A N/A 2 (8011DY) 7'^e• TO +SS.O -72.0 NIA N/A3• 2 (BOTTOM) 7'-e• TO e-B' Imet " ALIERNAT[ 1 /4' 9aINif1lIOR PAWL `-END PANEL y, y,1' 9CMEOLAE SMmI1LE !� /2 FOR ri TOR J' I Mw. ANCHOR Ma.. ANCIIOR awcrNa SPACING ,'-3' WN. DETAIL 2 FLOOR MOUNTING INSTALLATION (aAPPL1CABLE TO SCHEDULE 2) SEAL: 3/ts- - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (D s•f•) AND CO RESPONDING MAXIMUM PANEL LENGTH 'LOU SCHEDULE T4•IN, AR,[ Y m 4'�M1ON5 1 t 2 BB71GNE0 Flxi L•7' SAfETT' lRIxW PANEL. 51'SlFll DN H11EQ 1]I. INIIMM Aaa ®e 11•. WR Ua-M ,RUNNY VIMn01, PYW 11a�1�+JIrPM mil' a1') 1 10 elr o11dIpN MAUWUv TO rM-•C•,M� 2 J/4• rao7mDESIGN !Q !QT IS FOR AKN10Re TYPa k SPACING NOR MTNLAlIO1- MO MOOD /RNa BUILDING. IATirY ANa1CR ePACIIOS AND 1PIIRwY [DOE O•TAICf ARE aMgrzo aN iM tAom11IL POR [D I1le LIMN eela:Alm ON Ma01SL RmUCF ANCIIOR 1lPO- M MLLTfLYMa !I(M- -IO,IM dl Bo1QMll[ In M FOL0.4 LOWING iN:1011b. rat Ile4 aPFRAiIOM ro BE POeYINL R[OIIoeD WfAG 0/fMIID tarp HCTOII SHILL IIOT r \ESN TMAM ,rNMAA BMC410 ,IOIOraEO To FAON ANaIIOR T,►a A //IGNORE l[DEIIO. Ands Tot/r. 1/4•. ,Nm. No, NeB-R Irlio- s a A ] , ,p -a4amNn 0+) ) J J ) 3 -'Af•1 w W a J ,a 4 Ag11L SA IRDRBI - a ,- +m +m ��,'• JCEN$Le'•� f No. 44167 FLORIDA BUILDING CODE is D No 0 12 CUP MR w CDED - LGLOBAL MIT CL L (VALID ONLY FOR POWWOFILMS W RNSTAtLA7IO,6 A5 PER 5[CTIONS 1 iNRU 10. ON SIli1S 4, 5 ! q mAIdaA1 MarsRl **ON SPACING BFRcero PDR B.a - a 1/2' •• ASD. OBSoI TRPCoI OF TAP -OW CAUL-W PA/ElYRT[ rEa„12 III PAR1NNtE PINS SWD SET APPLKokI[ TO rrtBBAea sactIOrNs I r MAPNRN rANEt MTINO m To ro TO To To MNY co11BaN,r411 LE/IaM t• (n.) ro caNcnclt IxRCRtrz m CONCRETE aollnlErE ro uwuaTE ro,auTE ro carlaca coNnEa ro aoK12Ea calaarz To rnNDIEIE WNIOAT[T[ a nL[„ jy},I,) INOCK BLaCN BLOCIt eLacK eLoa Kara B' N/A N/A N/A e' N/A B` N/A 8' N/A N/A N/A 1 (TOP) 6- 4` N/A N/A e• B• e' e• B` B• N/A N/A , (BOTTOM) e• N/A N/A N/A 8• N/A B' N/A e• N/A N/A N/A 2 (TOP) B' N/A N/A N/A e' N/A S' N/A S' N/A N/A N/A 2 (BOTTOM) SS.S, -120 e' N/A M/A N/A e' N/A e' N/A B` N/A N/A N/A 3 k 4 (TOP) >r-b• TO 5'-•- OR LESS e' 4' N/A N/A B' e• e' B' Of. e" N/A N/A 3 (BOTTOM) •' N/A N/A N/A B• N/A 8• N/A e• N/A N/A N/A 7 (TOP) B• 4' N/A N/A 8- 8` e• 6• e• e• N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2• S 1/4' 12 1/2' 8 1/.' 8 1/4` B 1/4' a 1/4' a 1/4' N/A N/A S (TOP/BOTTOM) e0.0, -53.3 N/A N/A 12 1/2* a 1/4' 12 +/2' a 1/4• S 1/4' a 1/4• a 1/4' a I/4' N/A N/A a (TOP/•OTTOY) e'-•- TO lt'-2' SS.O. -72.0 N/A N/A a 1/4' N/A B 1/4' N/A a 1/4' a 1/4' a 1/4' a 1/4' N/A N/A a (TOP/80TTOM) 8'-5- TO I1'-2' N/A N/A N/A N/A N/A N/A N/A N/A a 1/.' a //{- B 1/4' B 1/4• •, 9, 10 (TOP) cyA -40.0 r 4• N/A- N/A N/A N/A N/A N/A e' e- a 1/1` B 1/4' S (BOTTOM) OR LESS T2'-4' OR LESS N/A N/A N/A N/A N/A 5• e' a 1/4` a 1/1' S (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 6 1/4' B 1/4• B 1/4' 10 (BOTTOM) ClWOOD HEADER_ M�L OWD ) fa S,AD[TB la I7 AND li r°II AxctroRs TYPE • vACRIa wtl NSTALA1IONe arro roaD ERA,[ suDB,o. +IlelrA AMOIIOR SIY!CILOS AND Yr-RAI tDQ OIBfA11tB AN NOXSWm ON ih,S SOWAW[. fDM CO. Ilff TtMM rgaTm ON WDNE RmtKS ANCI10R VACB,O Br MAAT1PLraa SPACNO yloRN ON SOLOKAC N 7K IOLD111N0 +ACTOR{. Nall 110 OPERATION TO r POeYBM. Rm{Rm SPACING OBTAINED USaNO rAcrolt 91,NL NOT SE )ASS 114W IIIe1rN SNCM IIOIC•Iim FOR EACH NIO1O1 7YP[ AT ANagRf LIOOIO - - _. hMl6irei' ------ -- ,.Poo„ n TAP-aAP OAtN-- eOtAt•+a1 r~ NMYa BN:BaB aU a a , s , ,n ] ••P.a..wNm oAr.r ty ] ] J J ] ] 1n .... OW 4o.w err W J ] ] ,n 3111 ] +n A1wK n de«ap F A o t o w AS - IN FLORIDA BUILDING CODE IV OF PLATE W4 INSTALLATION DETAILS FOR REGULAR PANELS DIE Ct%! INTO EXISTING WOOD STRUCTURES � � la_10 PANELPMIE nus yam' �• I II1h10 PAN[LMATE PLUS / /Ih1O PAIRlIIITE PlU9 I'f .- `-_i s ,/ 4- o.c. r/ 1 7/S' .7`'�` '_.7 e 1 4• o.c. w/ 1 T/A• -x � ; � e ,//4- as w/ 1 7/B• -,.� I I � jTNaIDIEEO POEIRATIDN ro 1 PENETRATION m T,000 •'' j� 1MF/!OiD PETETRAt,DN ro Ex•nNc w000 Nuoe. aenNa w000 HEADER EwsrNc wood . I • i' Jii iu • _ • -- non sm° • ` � "non mM • - , � noM mM • a ,/,• at 2. a ,/4' at a Va- oci ,u Tx,aaxaE ON � LION eDlaaut ON I stt SomlLx a 1 wn a s,m B lj• s,m • mR rr. me M. SEA1MT,aN ra W. K/wMt1o1 ro mLlaa. N• TO owa 1 To aua M.7.. PANCI tENO,N Wa PANEL LENGTH Mu. PANEL1E11G,M v.v-oar sa $n NOTE ,) (src NorE ,) ,I.v-,ro,• as (SEE NOT[ 1> rP10 L. Lvatr amluP -r 1 a M�. °wwAP � avon a1WUAP ado troll I or t' OF t' of Y _ rn MAXI � MAX � NICOLP SO K L[sTtaw,• r�a�J2 ai Mr. y Mwa ! T�S''P yxr i IWR. we • 4 � j _ I ._ f Eb � - __ � -_, Lb. ,,.� '�L � ,,.•. uo scPtYws ' I /2 �•L44 Y. PLATE�_tom. _[PANttwTE PLU5i � -i e / 4• o.c. w/ + T/r 1 �' __i. �. :_ P-MTMT1wI • I �;.1ly ` I� ! - Troirif%, III Ii nwTN or FATE MIO ROnI c�s"oo4A % '/PeNrnuT""ioN AT MIOwOTN OF TIME uiwml 9FJLE J/B-,• ]GALE 7,A pra TESL i. INSTALLATIONS FOR ALTERNATIVES •W, 9W k LOW ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +W.B. -4e.0 p.r.f. AND PANEL'S LENGTH UP TO 12'-4- 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PING N0, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NeTr FDR cewwAnONI � �GTmtla TOP d B01TOM MDUM0IGS CAN BE COMBINED ANY WAY TO wrt ANY INSTALLATION. CL C0 U- u Q� N C- 0 0 C "0 0— V ^^'' O O O O W !CIA 03 E E. GO AA 5 N N N c\ N � \) L.•L^.I o V ' O U F O"D � m u H O 'N CV L Ly O N9 Q N Y �a ac u 3 i eo d aA s1 u a, > C C 7• •p Of � t4 U �- O INSTALLATION DETAILS FOR OPTION f t FOR LIFE SAFETY STORM PANEL SYSTEM T/''• LAo eaara • r °.� r/ INTO EXISTING WOOD STRUCTURES M.. ndrAom r[1a,1YaLaN � ro Iolatw° 11000 IaAm --► Q Eo' _ II �a� EO V J 1�111� R I 1 E t f 0 _ I I awn O i � ALTERNATIVE 1 ALTERNATIVE 2 Q To mir�i , o.c. a'RII ! (�,4 I t16YALrAaN i m txAts E1 I' Purz O 1' I � vl �• ROW PUrz ,- i, , ,' RWIIrICD •, I ALTERNATIVE 3 ALTERNATIVE 4 U N • r o.a. f ',Ili fN•. T,dgOm PD-TMT,aN at D+S/r LOMO 51Mte •UY-G W/ "-'0i2'" N"''0L °" ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS ,/,v-ro PAuwrz rdwE IO all T,4tEADm PENnM„011 ro r000 PLATE rAlrru rR.aLs NOT i„D-1 roll °war. WA MOUNTING INSTALLATION NA TILUT ALTERNATIVE 1 W saw+= err - ,• �,•; � JCEN$Lc ° W 3 � FLORIDA BUILDING CODE NI h Velocity NMMcon• Zone� Q Lit � :• $T �� .� •ro,o ritma PAL 20 GAGE fL1lVAN1IED STEEL STORM PANEL mY� -, Z ,. NBTALAIgMS ARE ONLY /AID NOR eL1LoaIOs ,rn,I A5.0. 1)fEOM Lauri w ro .aas, -no rr AND ►ONE'S LENO,N uF ro r-r. �� •. � PROTECTION PRODUCTS. U.C. p1�2010 2. roll Ncw roaD nwt CMlTRtICTO- .00D AIewBRB ro « TA1,R,tfAA1 � FF••.... ••• I L E C O 1N•. .e,o ir. N sllwxr Z PINE Ns a, r/ BP[CrC aCN1BGr of aes OR EO+W. dry, `SST Al.f' �' ,1•,, f aWa IL w14 HINHHrI 1111NVM''A ! ,: ','rw$'r„•„'r (isp �' (w.)abe-Tw, FAs: tw4Nw-rm 20-178 • w r r Drat,° Nr P.a. 5Mv-51NTANa/5Ra a oaeT,a.. rA - sIR2Y N ar » J SHEET N0. SH 1.1 sa,rlN:U 12 : mow/ nrvu uaNrt CONDITIONS AT kOTTOM wi 3 In• LAV „AI -AY AS0. A plMa • e/e' ,a rBRI itY o A„k0 awE , (md • Y N- Ira Ta " NaQ APPtIGBIE TO 0[eW SECTIONS / k MAXIMUM PANEL PR®SUIIE - - LENGTH •L• (n.) A.1. .w.z -51.5 y y- 4 1/2' 4 , z' 2 (eortoM) r-e* OR LESS +52.e -ae.o 3• 3- 4• 4• 2 (BOTTOM) r-r OR LEss +ss.o -720 2 1/2^ 2 1/2' 4- 3 1/2' 7 (BOTTOM) r-e- 0R LESS +55.0 -n.0 2 1/2• 2 1/Y N/A N/A 2 (8011DY) 7'^e• TO +SS.O -72.0 NIA N/A3• 2 (BOTTOM) 7'-e• TO e-B' Imet " ALIERNAT[ 1 /4' 9aINif1lIOR PAWL `-END PANEL y, y,1' 9CMEOLAE SMmI1LE !� /2 FOR ri TOR J' I Mw. ANCHOR Ma.. ANCIIOR awcrNa SPACING ,'-3' WN. DETAIL 2 FLOOR MOUNTING INSTALLATION (aAPPL1CABLE TO SCHEDULE 2) SEAL: 3/ts- - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (D s•f•) AND CO RESPONDING MAXIMUM PANEL LENGTH 'LOU SCHEDULE T4•IN, AR,[ Y m 4'�M1ON5 1 t 2 BB71GNE0 Flxi L•7' SAfETT' lRIxW PANEL. 51'SlFll DN H11EQ 1]I. INIIMM Aaa ®e 11•. WR Ua-M ,RUNNY VIMn01, PYW 11a�1�+JIrPM mil' a1') 1 10 elr o11dIpN MAUWUv TO rM-•C•,M� 2 J/4• rao7mDESIGN !Q !QT IS FOR AKN10Re TYPa k SPACING NOR MTNLAlIO1- MO MOOD /RNa BUILDING. IATirY ANa1CR ePACIIOS AND 1PIIRwY [DOE O•TAICf ARE aMgrzo aN iM tAom11IL POR [D I1le LIMN eela:Alm ON Ma01SL RmUCF ANCIIOR 1lPO- M MLLTfLYMa !I(M- -IO,IM dl Bo1QMll[ In M FOL0.4 LOWING iN:1011b. rat Ile4 aPFRAiIOM ro BE POeYINL R[OIIoeD WfAG 0/fMIID tarp HCTOII SHILL IIOT r \ESN TMAM ,rNMAA BMC410 ,IOIOraEO To FAON ANaIIOR T,►a A //IGNORE l[DEIIO. Ands Tot/r. 1/4•. ,Nm. No, NeB-R Irlio- s a A ] , ,p -a4amNn 0+) ) J J ) 3 -'Af•1 w W a J ,a 4 Ag11L SA IRDRBI - a ,- +m +m ��,'• JCEN$Le'•� f No. 44167 FLORIDA BUILDING CODE is D No 0 12 CUP MR w CDED - LGLOBAL MIT CL L (VALID ONLY FOR POWWOFILMS W RNSTAtLA7IO,6 A5 PER 5[CTIONS 1 iNRU 10. ON SIli1S 4, 5 ! q mAIdaA1 MarsRl **ON SPACING BFRcero PDR B.a - a 1/2' •• ASD. OBSoI TRPCoI OF TAP -OW CAUL-W PA/ElYRT[ rEa„12 III PAR1NNtE PINS SWD SET APPLKokI[ TO rrtBBAea sactIOrNs I r MAPNRN rANEt MTINO m To ro TO To To MNY co11BaN,r411 LE/IaM t• (n.) ro caNcnclt IxRCRtrz m CONCRETE aollnlErE ro uwuaTE ro,auTE ro carlaca coNnEa ro aoK12Ea calaarz To rnNDIEIE WNIOAT[T[ a nL[„ jy},I,) INOCK BLaCN BLOCIt eLacK eLoa Kara B' N/A N/A N/A e' N/A B` N/A 8' N/A N/A N/A 1 (TOP) 6- 4` N/A N/A e• B• e' e• B` B• N/A N/A , (BOTTOM) e• N/A N/A N/A 8• N/A B' N/A e• N/A N/A N/A 2 (TOP) B' N/A N/A N/A e' N/A S' N/A S' N/A N/A N/A 2 (BOTTOM) SS.S, -120 e' N/A M/A N/A e' N/A e' N/A B` N/A N/A N/A 3 k 4 (TOP) >r-b• TO 5'-•- OR LESS e' 4' N/A N/A B' e• e' B' Of. e" N/A N/A 3 (BOTTOM) •' N/A N/A N/A B• N/A 8• N/A e• N/A N/A N/A 7 (TOP) B• 4' N/A N/A 8- 8` e• 6• e• e• N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2• S 1/4' 12 1/2' 8 1/.' 8 1/4` B 1/4' a 1/4' a 1/4' N/A N/A S (TOP/BOTTOM) e0.0, -53.3 N/A N/A 12 1/2* a 1/4' 12 +/2' a 1/4• S 1/4' a 1/4• a 1/4' a I/4' N/A N/A a (TOP/•OTTOY) e'-•- TO lt'-2' SS.O. -72.0 N/A N/A a 1/4' N/A B 1/4' N/A a 1/4' a 1/4' a 1/4' a 1/4' N/A N/A a (TOP/80TTOM) 8'-5- TO I1'-2' N/A N/A N/A N/A N/A N/A N/A N/A a 1/.' a //{- B 1/4' B 1/4• •, 9, 10 (TOP) cyA -40.0 r 4• N/A- N/A N/A N/A N/A N/A e' e- a 1/1` B 1/4' S (BOTTOM) OR LESS T2'-4' OR LESS N/A N/A N/A N/A N/A 5• e' a 1/4` a 1/1' S (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 6 1/4' B 1/4• B 1/4' 10 (BOTTOM) ClWOOD HEADER_ M�L OWD ) fa S,AD[TB la I7 AND li r°II AxctroRs TYPE • vACRIa wtl NSTALA1IONe arro roaD ERA,[ suDB,o. +IlelrA AMOIIOR SIY!CILOS AND Yr-RAI tDQ OIBfA11tB AN NOXSWm ON ih,S SOWAW[. fDM CO. Ilff TtMM rgaTm ON WDNE RmtKS ANCI10R VACB,O Br MAAT1PLraa SPACNO yloRN ON SOLOKAC N 7K IOLD111N0 +ACTOR{. Nall 110 OPERATION TO r POeYBM. Rm{Rm SPACING OBTAINED USaNO rAcrolt 91,NL NOT SE )ASS 114W IIIe1rN SNCM IIOIC•Iim FOR EACH NIO1O1 7YP[ AT ANagRf LIOOIO - - _. hMl6irei' ------ -- ,.Poo„ n TAP-aAP OAtN-- eOtAt•+a1 r~ NMYa BN:BaB aU a a , s , ,n ] ••P.a..wNm oAr.r ty ] ] J J ] ] 1n .... OW 4o.w err W J ] ] ,n 3111 ] +n A1wK n de«ap F A o t o w AS - IN FLORIDA BUILDING CODE IV OF PLATE W4 INSTALLATION DETAILS FOR REGULAR PANELS DIE Ct%! INTO EXISTING WOOD STRUCTURES � � la_10 PANELPMIE nus yam' �• I II1h10 PAN[LMATE PLUS / /Ih1O PAIRlIIITE PlU9 I'f .- `-_i s ,/ 4- o.c. r/ 1 7/S' .7`'�` '_.7 e 1 4• o.c. w/ 1 T/A• -x � ; � e ,//4- as w/ 1 7/B• -,.� I I � jTNaIDIEEO POEIRATIDN ro 1 PENETRATION m T,000 •'' j� 1MF/!OiD PETETRAt,DN ro Ex•nNc w000 Nuoe. aenNa w000 HEADER EwsrNc wood . I • i' Jii iu • _ • -- non sm° • ` � "non mM • - , � noM mM • a ,/,• at 2. a ,/4' at a Va- oci ,u Tx,aaxaE ON � LION eDlaaut ON I stt SomlLx a 1 wn a s,m B lj• s,m • mR rr. me M. SEA1MT,aN ra W. K/wMt1o1 ro mLlaa. N• TO owa 1 To aua M.7.. PANCI tENO,N Wa PANEL LENGTH Mu. PANEL1E11G,M v.v-oar sa $n NOTE ,) (src NorE ,) ,I.v-,ro,• as (SEE NOT[ 1> rP10 L. Lvatr amluP -r 1 a M�. °wwAP � avon a1WUAP ado troll I or t' OF t' of Y _ rn MAXI � MAX � NICOLP SO K L[sTtaw,• r�a�J2 ai Mr. y Mwa ! T�S''P yxr i IWR. we • 4 � j _ I ._ f Eb � - __ � -_, Lb. ,,.� '�L � ,,.•. uo scPtYws ' I /2 �•L44 Y. PLATE�_tom. _[PANttwTE PLU5i � -i e / 4• o.c. w/ + T/r 1 �' __i. �. :_ P-MTMT1wI • I �;.1ly ` I� ! - Troirif%, III Ii nwTN or FATE MIO ROnI c�s"oo4A % '/PeNrnuT""ioN AT MIOwOTN OF TIME uiwml 9FJLE J/B-,• ]GALE 7,A pra TESL i. INSTALLATIONS FOR ALTERNATIVES •W, 9W k LOW ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +W.B. -4e.0 p.r.f. AND PANEL'S LENGTH UP TO 12'-4- 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PING N0, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NeTr FDR cewwAnONI � �GTmtla TOP d B01TOM MDUM0IGS CAN BE COMBINED ANY WAY TO wrt ANY INSTALLATION. CL C0 U- u Q� N C- 0 0 C "0 0— V ^^'' O O O O W !CIA 03 E E. GO AA 5 N N N c\ N � \) L.•L^.I o V ' O U F O"D � m u H O 'N CV L Ly O N9 Q N Y �a ac u 3 i eo d aA s1 u a, > C C 7• •p Of � t4 U �- O INSTALLATION DETAILS FOR OPTION f t FOR LIFE SAFETY STORM PANEL SYSTEM T/''• LAo eaara • r °.� r/ INTO EXISTING WOOD STRUCTURES M.. ndrAom r[1a,1YaLaN � ro Iolatw° 11000 IaAm --► Q Eo' _ II �a� EO V J 1�111� R I 1 E t f 0 _ I I awn O i � ALTERNATIVE 1 ALTERNATIVE 2 Q To mir�i , o.c. a'RII ! (�,4 I t16YALrAaN i m txAts E1 I' Purz O 1' I � vl �• ROW PUrz ,- i, , ,' RWIIrICD •, I ALTERNATIVE 3 ALTERNATIVE 4 U N • r o.a. f ',Ili fN•. T,dgOm PD-TMT,aN at D+S/r LOMO 51Mte •UY-G W/ "-'0i2'" N"''0L °" ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS ,/,v-ro PAuwrz rdwE IO all T,4tEADm PENnM„011 ro r000 PLATE rAlrru rR.aLs NOT i„D-1 roll °war. WA MOUNTING INSTALLATION NA TILUT ALTERNATIVE 1 W saw+= err - ,• �,•; � JCEN$Lc ° W 3 � FLORIDA BUILDING CODE NI h Velocity NMMcon• Zone� Q Lit � :• $T �� .� •ro,o ritma PAL 20 GAGE fL1lVAN1IED STEEL STORM PANEL mY� -, Z ,. NBTALAIgMS ARE ONLY /AID NOR eL1LoaIOs ,rn,I A5.0. 1)fEOM Lauri w ro .aas, -no rr AND ►ONE'S LENO,N uF ro r-r. �� •. � PROTECTION PRODUCTS. U.C. p1�2010 2. roll Ncw roaD nwt CMlTRtICTO- .00D AIewBRB ro « TA1,R,tfAA1 � FF••.... ••• I L E C O 1N•. .e,o ir. N sllwxr Z PINE Ns a, r/ BP[CrC aCN1BGr of aes OR EO+W. dry, `SST Al.f' �' ,1•,, f aWa IL w14 HINHHrI 1111NVM''A ! ,: ','rw$'r„•„'r (isp �' (w.)abe-Tw, FAs: tw4Nw-rm 20-178 • w r r Drat,° Nr P.a. 5Mv-51NTANa/5Ra a oaeT,a.. rA - sIR2Y N ar » J SHEET N0. SH 1.1 ALIERNAT[ 1 /4' 9aINif1lIOR PAWL `-END PANEL y, y,1' 9CMEOLAE SMmI1LE !� /2 FOR ri TOR J' I Mw. ANCHOR Ma.. ANCIIOR awcrNa SPACING ,'-3' WN. DETAIL 2 FLOOR MOUNTING INSTALLATION (aAPPL1CABLE TO SCHEDULE 2) SEAL: 3/ts- - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (D s•f•) AND CO RESPONDING MAXIMUM PANEL LENGTH 'LOU SCHEDULE T4•IN, AR,[ Y m 4'�M1ON5 1 t 2 BB71GNE0 Flxi L•7' SAfETT' lRIxW PANEL. 51'SlFll DN H11EQ 1]I. INIIMM Aaa ®e 11•. WR Ua-M ,RUNNY VIMn01, PYW 11a�1�+JIrPM mil' a1') 1 10 elr o11dIpN MAUWUv TO rM-•C•,M� 2 J/4• rao7mDESIGN !Q !QT IS FOR AKN10Re TYPa k SPACING NOR MTNLAlIO1- MO MOOD /RNa BUILDING. IATirY ANa1CR ePACIIOS AND 1PIIRwY [DOE O•TAICf ARE aMgrzo aN iM tAom11IL POR [D I1le LIMN eela:Alm ON Ma01SL RmUCF ANCIIOR 1lPO- M MLLTfLYMa !I(M- -IO,IM dl Bo1QMll[ In M FOL0.4 LOWING iN:1011b. rat Ile4 aPFRAiIOM ro BE POeYINL R[OIIoeD WfAG 0/fMIID tarp HCTOII SHILL IIOT r \ESN TMAM ,rNMAA BMC410 ,IOIOraEO To FAON ANaIIOR T,►a A //IGNORE l[DEIIO. Ands Tot/r. 1/4•. ,Nm. No, NeB-R Irlio- s a A ] , ,p -a4amNn 0+) ) J J ) 3 -'Af•1 w W a J ,a 4 Ag11L SA IRDRBI - a ,- +m +m ��,'• JCEN$Le'•� f No. 44167 FLORIDA BUILDING CODE is D No 0 12 CUP MR w CDED - LGLOBAL MIT CL L (VALID ONLY FOR POWWOFILMS W RNSTAtLA7IO,6 A5 PER 5[CTIONS 1 iNRU 10. ON SIli1S 4, 5 ! q mAIdaA1 MarsRl **ON SPACING BFRcero PDR B.a - a 1/2' •• ASD. OBSoI TRPCoI OF TAP -OW CAUL-W PA/ElYRT[ rEa„12 III PAR1NNtE PINS SWD SET APPLKokI[ TO rrtBBAea sactIOrNs I r MAPNRN rANEt MTINO m To ro TO To To MNY co11BaN,r411 LE/IaM t• (n.) ro caNcnclt IxRCRtrz m CONCRETE aollnlErE ro uwuaTE ro,auTE ro carlaca coNnEa ro aoK12Ea calaarz To rnNDIEIE WNIOAT[T[ a nL[„ jy},I,) INOCK BLaCN BLOCIt eLacK eLoa Kara B' N/A N/A N/A e' N/A B` N/A 8' N/A N/A N/A 1 (TOP) 6- 4` N/A N/A e• B• e' e• B` B• N/A N/A , (BOTTOM) e• N/A N/A N/A 8• N/A B' N/A e• N/A N/A N/A 2 (TOP) B' N/A N/A N/A e' N/A S' N/A S' N/A N/A N/A 2 (BOTTOM) SS.S, -120 e' N/A M/A N/A e' N/A e' N/A B` N/A N/A N/A 3 k 4 (TOP) >r-b• TO 5'-•- OR LESS e' 4' N/A N/A B' e• e' B' Of. e" N/A N/A 3 (BOTTOM) •' N/A N/A N/A B• N/A 8• N/A e• N/A N/A N/A 7 (TOP) B• 4' N/A N/A 8- 8` e• 6• e• e• N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2• S 1/4' 12 1/2' 8 1/.' 8 1/4` B 1/4' a 1/4' a 1/4' N/A N/A S (TOP/BOTTOM) e0.0, -53.3 N/A N/A 12 1/2* a 1/4' 12 +/2' a 1/4• S 1/4' a 1/4• a 1/4' a I/4' N/A N/A a (TOP/•OTTOY) e'-•- TO lt'-2' SS.O. -72.0 N/A N/A a 1/4' N/A B 1/4' N/A a 1/4' a 1/4' a 1/4' a 1/4' N/A N/A a (TOP/80TTOM) 8'-5- TO I1'-2' N/A N/A N/A N/A N/A N/A N/A N/A a 1/.' a //{- B 1/4' B 1/4• •, 9, 10 (TOP) cyA -40.0 r 4• N/A- N/A N/A N/A N/A N/A e' e- a 1/1` B 1/4' S (BOTTOM) OR LESS T2'-4' OR LESS N/A N/A N/A N/A N/A 5• e' a 1/4` a 1/1' S (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 6 1/4' B 1/4• B 1/4' 10 (BOTTOM) ClWOOD HEADER_ M�L OWD ) fa S,AD[TB la I7 AND li r°II AxctroRs TYPE • vACRIa wtl NSTALA1IONe arro roaD ERA,[ suDB,o. +IlelrA AMOIIOR SIY!CILOS AND Yr-RAI tDQ OIBfA11tB AN NOXSWm ON ih,S SOWAW[. fDM CO. Ilff TtMM rgaTm ON WDNE RmtKS ANCI10R VACB,O Br MAAT1PLraa SPACNO yloRN ON SOLOKAC N 7K IOLD111N0 +ACTOR{. Nall 110 OPERATION TO r POeYBM. Rm{Rm SPACING OBTAINED USaNO rAcrolt 91,NL NOT SE )ASS 114W IIIe1rN SNCM IIOIC•Iim FOR EACH NIO1O1 7YP[ AT ANagRf LIOOIO - - _. hMl6irei' ------ -- ,.Poo„ n TAP-aAP OAtN-- eOtAt•+a1 r~ NMYa BN:BaB aU a a , s , ,n ] ••P.a..wNm oAr.r ty ] ] J J ] ] 1n .... OW 4o.w err W J ] ] ,n 3111 ] +n A1wK n de«ap F A o t o w AS - IN FLORIDA BUILDING CODE IV OF PLATE W4 INSTALLATION DETAILS FOR REGULAR PANELS DIE Ct%! INTO EXISTING WOOD STRUCTURES � � la_10 PANELPMIE nus yam' �• I II1h10 PAN[LMATE PLUS / /Ih1O PAIRlIIITE PlU9 I'f .- `-_i s ,/ 4- o.c. r/ 1 7/S' .7`'�` '_.7 e 1 4• o.c. w/ 1 T/A• -x � ; � e ,//4- as w/ 1 7/B• -,.� I I � jTNaIDIEEO POEIRATIDN ro 1 PENETRATION m T,000 •'' j� 1MF/!OiD PETETRAt,DN ro Ex•nNc w000 Nuoe. aenNa w000 HEADER EwsrNc wood . I • i' Jii iu • _ • -- non sm° • ` � "non mM • - , � noM mM • a ,/,• at 2. a ,/4' at a Va- oci ,u Tx,aaxaE ON � LION eDlaaut ON I stt SomlLx a 1 wn a s,m B lj• s,m • mR rr. me M. SEA1MT,aN ra W. K/wMt1o1 ro mLlaa. N• TO owa 1 To aua M.7.. PANCI tENO,N Wa PANEL LENGTH Mu. PANEL1E11G,M v.v-oar sa $n NOTE ,) (src NorE ,) ,I.v-,ro,• as (SEE NOT[ 1> rP10 L. Lvatr amluP -r 1 a M�. °wwAP � avon a1WUAP ado troll I or t' OF t' of Y _ rn MAXI � MAX � NICOLP SO K L[sTtaw,• r�a�J2 ai Mr. y Mwa ! T�S''P yxr i IWR. we • 4 � j _ I ._ f Eb � - __ � -_, Lb. ,,.� '�L � ,,.•. uo scPtYws ' I /2 �•L44 Y. PLATE�_tom. _[PANttwTE PLU5i � -i e / 4• o.c. w/ + T/r 1 �' __i. �. :_ P-MTMT1wI • I �;.1ly ` I� ! - Troirif%, III Ii nwTN or FATE MIO ROnI c�s"oo4A % '/PeNrnuT""ioN AT MIOwOTN OF TIME uiwml 9FJLE J/B-,• ]GALE 7,A pra TESL i. INSTALLATIONS FOR ALTERNATIVES •W, 9W k LOW ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +W.B. -4e.0 p.r.f. AND PANEL'S LENGTH UP TO 12'-4- 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PING N0, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NeTr FDR cewwAnONI � �GTmtla TOP d B01TOM MDUM0IGS CAN BE COMBINED ANY WAY TO wrt ANY INSTALLATION. CL C0 U- u Q� N C- 0 0 C "0 0— V ^^'' O O O O W !CIA 03 E E. GO AA 5 N N N c\ N � \) L.•L^.I o V ' O U F O"D � m u H O 'N CV L Ly O N9 Q N Y �a ac u 3 i eo d aA s1 u a, > C C 7• •p Of � t4 U �- O INSTALLATION DETAILS FOR OPTION f t FOR LIFE SAFETY STORM PANEL SYSTEM T/''• LAo eaara • r °.� r/ INTO EXISTING WOOD STRUCTURES M.. ndrAom r[1a,1YaLaN � ro Iolatw° 11000 IaAm --► Q Eo' _ II �a� EO V J 1�111� R I 1 E t f 0 _ I I awn O i � ALTERNATIVE 1 ALTERNATIVE 2 Q To mir�i , o.c. a'RII ! (�,4 I t16YALrAaN i m txAts E1 I' Purz O 1' I � vl �• ROW PUrz ,- i, , ,' RWIIrICD •, I ALTERNATIVE 3 ALTERNATIVE 4 U N • r o.a. f ',Ili fN•. T,dgOm PD-TMT,aN at D+S/r LOMO 51Mte •UY-G W/ "-'0i2'" N"''0L °" ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS ,/,v-ro PAuwrz rdwE IO all T,4tEADm PENnM„011 ro r000 PLATE rAlrru rR.aLs NOT i„D-1 roll °war. WA MOUNTING INSTALLATION NA TILUT ALTERNATIVE 1 W saw+= err - ,• �,•; � JCEN$Lc ° W 3 � FLORIDA BUILDING CODE NI h Velocity NMMcon• Zone� Q Lit � :• $T �� .� •ro,o ritma PAL 20 GAGE fL1lVAN1IED STEEL STORM PANEL mY� -, Z ,. NBTALAIgMS ARE ONLY /AID NOR eL1LoaIOs ,rn,I A5.0. 1)fEOM Lauri w ro .aas, -no rr AND ►ONE'S LENO,N uF ro r-r. �� •. � PROTECTION PRODUCTS. U.C. p1�2010 2. roll Ncw roaD nwt CMlTRtICTO- .00D AIewBRB ro « TA1,R,tfAA1 � FF••.... ••• I L E C O 1N•. .e,o ir. N sllwxr Z PINE Ns a, r/ BP[CrC aCN1BGr of aes OR EO+W. dry, `SST Al.f' �' ,1•,, f aWa IL w14 HINHHrI 1111NVM''A ! ,: ','rw$'r„•„'r (isp �' (w.)abe-Tw, FAs: tw4Nw-rm 20-178 • w r r Drat,° Nr P.a. 5Mv-51NTANa/5Ra a oaeT,a.. rA - sIR2Y N ar » J SHEET N0. SH 1.1 /4' 9aINif1lIOR PAWL `-END PANEL y, y,1' 9CMEOLAE SMmI1LE !� /2 FOR ri TOR J' I Mw. ANCHOR Ma.. ANCIIOR awcrNa SPACING ,'-3' WN. DETAIL 2 FLOOR MOUNTING INSTALLATION (aAPPL1CABLE TO SCHEDULE 2) SEAL: 3/ts- - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (D s•f•) AND CO RESPONDING MAXIMUM PANEL LENGTH 'LOU SCHEDULE T4•IN, AR,[ Y m 4'�M1ON5 1 t 2 BB71GNE0 Flxi L•7' SAfETT' lRIxW PANEL. 51'SlFll DN H11EQ 1]I. INIIMM Aaa ®e 11•. WR Ua-M ,RUNNY VIMn01, PYW 11a�1�+JIrPM mil' a1') 1 10 elr o11dIpN MAUWUv TO rM-•C•,M� 2 J/4• rao7mDESIGN !Q !QT IS FOR AKN10Re TYPa k SPACING NOR MTNLAlIO1- MO MOOD /RNa BUILDING. IATirY ANa1CR ePACIIOS AND 1PIIRwY [DOE O•TAICf ARE aMgrzo aN iM tAom11IL POR [D I1le LIMN eela:Alm ON Ma01SL RmUCF ANCIIOR 1lPO- M MLLTfLYMa !I(M- -IO,IM dl Bo1QMll[ In M FOL0.4 LOWING iN:1011b. rat Ile4 aPFRAiIOM ro BE POeYINL R[OIIoeD WfAG 0/fMIID tarp HCTOII SHILL IIOT r \ESN TMAM ,rNMAA BMC410 ,IOIOraEO To FAON ANaIIOR T,►a A //IGNORE l[DEIIO. Ands Tot/r. 1/4•. ,Nm. No, NeB-R Irlio- s a A ] , ,p -a4amNn 0+) ) J J ) 3 -'Af•1 w W a J ,a 4 Ag11L SA IRDRBI - a ,- +m +m ��,'• JCEN$Le'•� f No. 44167 FLORIDA BUILDING CODE is D No 0 12 CUP MR w CDED - LGLOBAL MIT CL L (VALID ONLY FOR POWWOFILMS W RNSTAtLA7IO,6 A5 PER 5[CTIONS 1 iNRU 10. ON SIli1S 4, 5 ! q mAIdaA1 MarsRl **ON SPACING BFRcero PDR B.a - a 1/2' •• ASD. OBSoI TRPCoI OF TAP -OW CAUL-W PA/ElYRT[ rEa„12 III PAR1NNtE PINS SWD SET APPLKokI[ TO rrtBBAea sactIOrNs I r MAPNRN rANEt MTINO m To ro TO To To MNY co11BaN,r411 LE/IaM t• (n.) ro caNcnclt IxRCRtrz m CONCRETE aollnlErE ro uwuaTE ro,auTE ro carlaca coNnEa ro aoK12Ea calaarz To rnNDIEIE WNIOAT[T[ a nL[„ jy},I,) INOCK BLaCN BLOCIt eLacK eLoa Kara B' N/A N/A N/A e' N/A B` N/A 8' N/A N/A N/A 1 (TOP) 6- 4` N/A N/A e• B• e' e• B` B• N/A N/A , (BOTTOM) e• N/A N/A N/A 8• N/A B' N/A e• N/A N/A N/A 2 (TOP) B' N/A N/A N/A e' N/A S' N/A S' N/A N/A N/A 2 (BOTTOM) SS.S, -120 e' N/A M/A N/A e' N/A e' N/A B` N/A N/A N/A 3 k 4 (TOP) >r-b• TO 5'-•- OR LESS e' 4' N/A N/A B' e• e' B' Of. e" N/A N/A 3 (BOTTOM) •' N/A N/A N/A B• N/A 8• N/A e• N/A N/A N/A 7 (TOP) B• 4' N/A N/A 8- 8` e• 6• e• e• N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2• S 1/4' 12 1/2' 8 1/.' 8 1/4` B 1/4' a 1/4' a 1/4' N/A N/A S (TOP/BOTTOM) e0.0, -53.3 N/A N/A 12 1/2* a 1/4' 12 +/2' a 1/4• S 1/4' a 1/4• a 1/4' a I/4' N/A N/A a (TOP/•OTTOY) e'-•- TO lt'-2' SS.O. -72.0 N/A N/A a 1/4' N/A B 1/4' N/A a 1/4' a 1/4' a 1/4' a 1/4' N/A N/A a (TOP/80TTOM) 8'-5- TO I1'-2' N/A N/A N/A N/A N/A N/A N/A N/A a 1/.' a //{- B 1/4' B 1/4• •, 9, 10 (TOP) cyA -40.0 r 4• N/A- N/A N/A N/A N/A N/A e' e- a 1/1` B 1/4' S (BOTTOM) OR LESS T2'-4' OR LESS N/A N/A N/A N/A N/A 5• e' a 1/4` a 1/1' S (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 6 1/4' B 1/4• B 1/4' 10 (BOTTOM) ClWOOD HEADER_ M�L OWD ) fa S,AD[TB la I7 AND li r°II AxctroRs TYPE • vACRIa wtl NSTALA1IONe arro roaD ERA,[ suDB,o. +IlelrA AMOIIOR SIY!CILOS AND Yr-RAI tDQ OIBfA11tB AN NOXSWm ON ih,S SOWAW[. fDM CO. Ilff TtMM rgaTm ON WDNE RmtKS ANCI10R VACB,O Br MAAT1PLraa SPACNO yloRN ON SOLOKAC N 7K IOLD111N0 +ACTOR{. Nall 110 OPERATION TO r POeYBM. Rm{Rm SPACING OBTAINED USaNO rAcrolt 91,NL NOT SE )ASS 114W IIIe1rN SNCM IIOIC•Iim FOR EACH NIO1O1 7YP[ AT ANagRf LIOOIO - - _. hMl6irei' ------ -- ,.Poo„ n TAP-aAP OAtN-- eOtAt•+a1 r~ NMYa BN:BaB aU a a , s , ,n ] ••P.a..wNm oAr.r ty ] ] J J ] ] 1n .... OW 4o.w err W J ] ] ,n 3111 ] +n A1wK n de«ap F A o t o w AS - IN FLORIDA BUILDING CODE IV OF PLATE W4 INSTALLATION DETAILS FOR REGULAR PANELS DIE Ct%! INTO EXISTING WOOD STRUCTURES � � la_10 PANELPMIE nus yam' �• I II1h10 PAN[LMATE PLUS / /Ih1O PAIRlIIITE PlU9 I'f .- `-_i s ,/ 4- o.c. r/ 1 7/S' .7`'�` '_.7 e 1 4• o.c. w/ 1 T/A• -x � ; � e ,//4- as w/ 1 7/B• -,.� I I � jTNaIDIEEO POEIRATIDN ro 1 PENETRATION m T,000 •'' j� 1MF/!OiD PETETRAt,DN ro Ex•nNc w000 Nuoe. aenNa w000 HEADER EwsrNc wood . I • i' Jii iu • _ • -- non sm° • ` � "non mM • - , � noM mM • a ,/,• at 2. a ,/4' at a Va- oci ,u Tx,aaxaE ON � LION eDlaaut ON I stt SomlLx a 1 wn a s,m B lj• s,m • mR rr. me M. SEA1MT,aN ra W. K/wMt1o1 ro mLlaa. N• TO owa 1 To aua M.7.. PANCI tENO,N Wa PANEL LENGTH Mu. PANEL1E11G,M v.v-oar sa $n NOTE ,) (src NorE ,) ,I.v-,ro,• as (SEE NOT[ 1> rP10 L. Lvatr amluP -r 1 a M�. °wwAP � avon a1WUAP ado troll I or t' OF t' of Y _ rn MAXI � MAX � NICOLP SO K L[sTtaw,• r�a�J2 ai Mr. y Mwa ! T�S''P yxr i IWR. we • 4 � j _ I ._ f Eb � - __ � -_, Lb. ,,.� '�L � ,,.•. uo scPtYws ' I /2 �•L44 Y. PLATE�_tom. _[PANttwTE PLU5i � -i e / 4• o.c. w/ + T/r 1 �' __i. �. :_ P-MTMT1wI • I �;.1ly ` I� ! - Troirif%, III Ii nwTN or FATE MIO ROnI c�s"oo4A % '/PeNrnuT""ioN AT MIOwOTN OF TIME uiwml 9FJLE J/B-,• ]GALE 7,A pra TESL i. INSTALLATIONS FOR ALTERNATIVES •W, 9W k LOW ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +W.B. -4e.0 p.r.f. AND PANEL'S LENGTH UP TO 12'-4- 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PING N0, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NeTr FDR cewwAnONI � �GTmtla TOP d B01TOM MDUM0IGS CAN BE COMBINED ANY WAY TO wrt ANY INSTALLATION. CL C0 U- u Q� N C- 0 0 C "0 0— V ^^'' O O O O W !CIA 03 E E. GO AA 5 N N N c\ N � \) L.•L^.I o V ' O U F O"D � m u H O 'N CV L Ly O N9 Q N Y �a ac u 3 i eo d aA s1 u a, > C C 7• •p Of � t4 U �- O INSTALLATION DETAILS FOR OPTION f t FOR LIFE SAFETY STORM PANEL SYSTEM T/''• LAo eaara • r °.� r/ INTO EXISTING WOOD STRUCTURES M.. ndrAom r[1a,1YaLaN � ro Iolatw° 11000 IaAm --► Q Eo' _ II �a� EO V J 1�111� R I 1 E t f 0 _ I I awn O i � ALTERNATIVE 1 ALTERNATIVE 2 Q To mir�i , o.c. a'RII ! (�,4 I t16YALrAaN i m txAts E1 I' Purz O 1' I � vl �• ROW PUrz ,- i, , ,' RWIIrICD •, I ALTERNATIVE 3 ALTERNATIVE 4 U N • r o.a. f ',Ili fN•. T,dgOm PD-TMT,aN at D+S/r LOMO 51Mte •UY-G W/ "-'0i2'" N"''0L °" ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS ,/,v-ro PAuwrz rdwE IO all T,4tEADm PENnM„011 ro r000 PLATE rAlrru rR.aLs NOT i„D-1 roll °war. WA MOUNTING INSTALLATION NA TILUT ALTERNATIVE 1 W saw+= err - ,• �,•; � JCEN$Lc ° W 3 � FLORIDA BUILDING CODE NI h Velocity NMMcon• Zone� Q Lit � :• $T �� .� •ro,o ritma PAL 20 GAGE fL1lVAN1IED STEEL STORM PANEL mY� -, Z ,. NBTALAIgMS ARE ONLY /AID NOR eL1LoaIOs ,rn,I A5.0. 1)fEOM Lauri w ro .aas, -no rr AND ►ONE'S LENO,N uF ro r-r. �� •. � PROTECTION PRODUCTS. U.C. p1�2010 2. roll Ncw roaD nwt CMlTRtICTO- .00D AIewBRB ro « TA1,R,tfAA1 � FF••.... ••• I L E C O 1N•. .e,o ir. N sllwxr Z PINE Ns a, r/ BP[CrC aCN1BGr of aes OR EO+W. dry, `SST Al.f' �' ,1•,, f aWa IL w14 HINHHrI 1111NVM''A ! ,: ','rw$'r„•„'r (isp �' (w.)abe-Tw, FAs: tw4Nw-rm 20-178 • w r r Drat,° Nr P.a. 5Mv-51NTANa/5Ra a oaeT,a.. rA - sIR2Y N ar » J SHEET N0. SH 1.1 !Q !QT IS FOR AKN10Re TYPa k SPACING NOR MTNLAlIO1- MO MOOD /RNa BUILDING. IATirY ANa1CR ePACIIOS AND 1PIIRwY [DOE O•TAICf ARE aMgrzo aN iM tAom11IL POR [D I1le LIMN eela:Alm ON Ma01SL RmUCF ANCIIOR 1lPO- M MLLTfLYMa !I(M- -IO,IM dl Bo1QMll[ In M FOL0.4 LOWING iN:1011b. rat Ile4 aPFRAiIOM ro BE POeYINL R[OIIoeD WfAG 0/fMIID tarp HCTOII SHILL IIOT r \ESN TMAM ,rNMAA BMC410 ,IOIOraEO To FAON ANaIIOR T,►a A //IGNORE l[DEIIO. Ands Tot/r. 1/4•. ,Nm. No, NeB-R Irlio- s a A ] , ,p -a4amNn 0+) ) J J ) 3 -'Af•1 w W a J ,a 4 Ag11L SA IRDRBI - a ,- +m +m ��,'• JCEN$Le'•� f No. 44167 FLORIDA BUILDING CODE is D No 0 12 CUP MR w CDED - LGLOBAL MIT CL L (VALID ONLY FOR POWWOFILMS W RNSTAtLA7IO,6 A5 PER 5[CTIONS 1 iNRU 10. ON SIli1S 4, 5 ! q mAIdaA1 MarsRl **ON SPACING BFRcero PDR B.a - a 1/2' •• ASD. OBSoI TRPCoI OF TAP -OW CAUL-W PA/ElYRT[ rEa„12 III PAR1NNtE PINS SWD SET APPLKokI[ TO rrtBBAea sactIOrNs I r MAPNRN rANEt MTINO m To ro TO To To MNY co11BaN,r411 LE/IaM t• (n.) ro caNcnclt IxRCRtrz m CONCRETE aollnlErE ro uwuaTE ro,auTE ro carlaca coNnEa ro aoK12Ea calaarz To rnNDIEIE WNIOAT[T[ a nL[„ jy},I,) INOCK BLaCN BLOCIt eLacK eLoa Kara B' N/A N/A N/A e' N/A B` N/A 8' N/A N/A N/A 1 (TOP) 6- 4` N/A N/A e• B• e' e• B` B• N/A N/A , (BOTTOM) e• N/A N/A N/A 8• N/A B' N/A e• N/A N/A N/A 2 (TOP) B' N/A N/A N/A e' N/A S' N/A S' N/A N/A N/A 2 (BOTTOM) SS.S, -120 e' N/A M/A N/A e' N/A e' N/A B` N/A N/A N/A 3 k 4 (TOP) >r-b• TO 5'-•- OR LESS e' 4' N/A N/A B' e• e' B' Of. e" N/A N/A 3 (BOTTOM) •' N/A N/A N/A B• N/A 8• N/A e• N/A N/A N/A 7 (TOP) B• 4' N/A N/A 8- 8` e• 6• e• e• N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2• S 1/4' 12 1/2' 8 1/.' 8 1/4` B 1/4' a 1/4' a 1/4' N/A N/A S (TOP/BOTTOM) e0.0, -53.3 N/A N/A 12 1/2* a 1/4' 12 +/2' a 1/4• S 1/4' a 1/4• a 1/4' a I/4' N/A N/A a (TOP/•OTTOY) e'-•- TO lt'-2' SS.O. -72.0 N/A N/A a 1/4' N/A B 1/4' N/A a 1/4' a 1/4' a 1/4' a 1/4' N/A N/A a (TOP/80TTOM) 8'-5- TO I1'-2' N/A N/A N/A N/A N/A N/A N/A N/A a 1/.' a //{- B 1/4' B 1/4• •, 9, 10 (TOP) cyA -40.0 r 4• N/A- N/A N/A N/A N/A N/A e' e- a 1/1` B 1/4' S (BOTTOM) OR LESS T2'-4' OR LESS N/A N/A N/A N/A N/A 5• e' a 1/4` a 1/1' S (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 6 1/4' B 1/4• B 1/4' 10 (BOTTOM) ClWOOD HEADER_ M�L OWD ) fa S,AD[TB la I7 AND li r°II AxctroRs TYPE • vACRIa wtl NSTALA1IONe arro roaD ERA,[ suDB,o. +IlelrA AMOIIOR SIY!CILOS AND Yr-RAI tDQ OIBfA11tB AN NOXSWm ON ih,S SOWAW[. fDM CO. Ilff TtMM rgaTm ON WDNE RmtKS ANCI10R VACB,O Br MAAT1PLraa SPACNO yloRN ON SOLOKAC N 7K IOLD111N0 +ACTOR{. Nall 110 OPERATION TO r POeYBM. Rm{Rm SPACING OBTAINED USaNO rAcrolt 91,NL NOT SE )ASS 114W IIIe1rN SNCM IIOIC•Iim FOR EACH NIO1O1 7YP[ AT ANagRf LIOOIO - - _. hMl6irei' ------ -- ,.Poo„ n TAP-aAP OAtN-- eOtAt•+a1 r~ NMYa BN:BaB aU a a , s , ,n ] ••P.a..wNm oAr.r ty ] ] J J ] ] 1n .... OW 4o.w err W J ] ] ,n 3111 ] +n A1wK n de«ap F A o t o w AS - IN FLORIDA BUILDING CODE IV OF PLATE W4 INSTALLATION DETAILS FOR REGULAR PANELS DIE Ct%! INTO EXISTING WOOD STRUCTURES � � la_10 PANELPMIE nus yam' �• I II1h10 PAN[LMATE PLUS / /Ih1O PAIRlIIITE PlU9 I'f .- `-_i s ,/ 4- o.c. r/ 1 7/S' .7`'�` '_.7 e 1 4• o.c. w/ 1 T/A• -x � ; � e ,//4- as w/ 1 7/B• -,.� I I � jTNaIDIEEO POEIRATIDN ro 1 PENETRATION m T,000 •'' j� 1MF/!OiD PETETRAt,DN ro Ex•nNc w000 Nuoe. aenNa w000 HEADER EwsrNc wood . I • i' Jii iu • _ • -- non sm° • ` � "non mM • - , � noM mM • a ,/,• at 2. a ,/4' at a Va- oci ,u Tx,aaxaE ON � LION eDlaaut ON I stt SomlLx a 1 wn a s,m B lj• s,m • mR rr. me M. SEA1MT,aN ra W. K/wMt1o1 ro mLlaa. N• TO owa 1 To aua M.7.. PANCI tENO,N Wa PANEL LENGTH Mu. PANEL1E11G,M v.v-oar sa $n NOTE ,) (src NorE ,) ,I.v-,ro,• as (SEE NOT[ 1> rP10 L. Lvatr amluP -r 1 a M�. °wwAP � avon a1WUAP ado troll I or t' OF t' of Y _ rn MAXI � MAX � NICOLP SO K L[sTtaw,• r�a�J2 ai Mr. y Mwa ! T�S''P yxr i IWR. we • 4 � j _ I ._ f Eb � - __ � -_, Lb. ,,.� '�L � ,,.•. uo scPtYws ' I /2 �•L44 Y. PLATE�_tom. _[PANttwTE PLU5i � -i e / 4• o.c. w/ + T/r 1 �' __i. �. :_ P-MTMT1wI • I �;.1ly ` I� ! - Troirif%, III Ii nwTN or FATE MIO ROnI c�s"oo4A % '/PeNrnuT""ioN AT MIOwOTN OF TIME uiwml 9FJLE J/B-,• ]GALE 7,A pra TESL i. INSTALLATIONS FOR ALTERNATIVES •W, 9W k LOW ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +W.B. -4e.0 p.r.f. AND PANEL'S LENGTH UP TO 12'-4- 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PING N0, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NeTr FDR cewwAnONI � �GTmtla TOP d B01TOM MDUM0IGS CAN BE COMBINED ANY WAY TO wrt ANY INSTALLATION. CL C0 U- u Q� N C- 0 0 C "0 0— V ^^'' O O O O W !CIA 03 E E. GO AA 5 N N N c\ N � \) L.•L^.I o V ' O U F O"D � m u H O 'N CV L Ly O N9 Q N Y �a ac u 3 i eo d aA s1 u a, > C C 7• •p Of � t4 U �- O INSTALLATION DETAILS FOR OPTION f t FOR LIFE SAFETY STORM PANEL SYSTEM T/''• LAo eaara • r °.� r/ INTO EXISTING WOOD STRUCTURES M.. ndrAom r[1a,1YaLaN � ro Iolatw° 11000 IaAm --► Q Eo' _ II �a� EO V J 1�111� R I 1 E t f 0 _ I I awn O i � ALTERNATIVE 1 ALTERNATIVE 2 Q To mir�i , o.c. a'RII ! (�,4 I t16YALrAaN i m txAts E1 I' Purz O 1' I � vl �• ROW PUrz ,- i, , ,' RWIIrICD •, I ALTERNATIVE 3 ALTERNATIVE 4 U N • r o.a. f ',Ili fN•. T,dgOm PD-TMT,aN at D+S/r LOMO 51Mte •UY-G W/ "-'0i2'" N"''0L °" ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS ,/,v-ro PAuwrz rdwE IO all T,4tEADm PENnM„011 ro r000 PLATE rAlrru rR.aLs NOT i„D-1 roll °war. WA MOUNTING INSTALLATION NA TILUT ALTERNATIVE 1 W saw+= err - ,• �,•; � JCEN$Lc ° W 3 � FLORIDA BUILDING CODE NI h Velocity NMMcon• Zone� Q Lit � :• $T �� .� •ro,o ritma PAL 20 GAGE fL1lVAN1IED STEEL STORM PANEL mY� -, Z ,. NBTALAIgMS ARE ONLY /AID NOR eL1LoaIOs ,rn,I A5.0. 1)fEOM Lauri w ro .aas, -no rr AND ►ONE'S LENO,N uF ro r-r. �� •. � PROTECTION PRODUCTS. U.C. p1�2010 2. roll Ncw roaD nwt CMlTRtICTO- .00D AIewBRB ro « TA1,R,tfAA1 � FF••.... ••• I L E C O 1N•. .e,o ir. N sllwxr Z PINE Ns a, r/ BP[CrC aCN1BGr of aes OR EO+W. dry, `SST Al.f' �' ,1•,, f aWa IL w14 HINHHrI 1111NVM''A ! ,: ','rw$'r„•„'r (isp �' (w.)abe-Tw, FAs: tw4Nw-rm 20-178 • w r r Drat,° Nr P.a. 5Mv-51NTANa/5Ra a oaeT,a.. rA - sIR2Y N ar » J SHEET N0. SH 1.1 ��,'• JCEN$Le'•� f No. 44167 FLORIDA BUILDING CODE is D No 0 12 CUP MR w CDED - LGLOBAL MIT CL L (VALID ONLY FOR POWWOFILMS W RNSTAtLA7IO,6 A5 PER 5[CTIONS 1 iNRU 10. ON SIli1S 4, 5 ! q mAIdaA1 MarsRl **ON SPACING BFRcero PDR B.a - a 1/2' •• ASD. OBSoI TRPCoI OF TAP -OW CAUL-W PA/ElYRT[ rEa„12 III PAR1NNtE PINS SWD SET APPLKokI[ TO rrtBBAea sactIOrNs I r MAPNRN rANEt MTINO m To ro TO To To MNY co11BaN,r411 LE/IaM t• (n.) ro caNcnclt IxRCRtrz m CONCRETE aollnlErE ro uwuaTE ro,auTE ro carlaca coNnEa ro aoK12Ea calaarz To rnNDIEIE WNIOAT[T[ a nL[„ jy},I,) INOCK BLaCN BLOCIt eLacK eLoa Kara B' N/A N/A N/A e' N/A B` N/A 8' N/A N/A N/A 1 (TOP) 6- 4` N/A N/A e• B• e' e• B` B• N/A N/A , (BOTTOM) e• N/A N/A N/A 8• N/A B' N/A e• N/A N/A N/A 2 (TOP) B' N/A N/A N/A e' N/A S' N/A S' N/A N/A N/A 2 (BOTTOM) SS.S, -120 e' N/A M/A N/A e' N/A e' N/A B` N/A N/A N/A 3 k 4 (TOP) >r-b• TO 5'-•- OR LESS e' 4' N/A N/A B' e• e' B' Of. e" N/A N/A 3 (BOTTOM) •' N/A N/A N/A B• N/A 8• N/A e• N/A N/A N/A 7 (TOP) B• 4' N/A N/A 8- 8` e• 6• e• e• N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2• S 1/4' 12 1/2' 8 1/.' 8 1/4` B 1/4' a 1/4' a 1/4' N/A N/A S (TOP/BOTTOM) e0.0, -53.3 N/A N/A 12 1/2* a 1/4' 12 +/2' a 1/4• S 1/4' a 1/4• a 1/4' a I/4' N/A N/A a (TOP/•OTTOY) e'-•- TO lt'-2' SS.O. -72.0 N/A N/A a 1/4' N/A B 1/4' N/A a 1/4' a 1/4' a 1/4' a 1/4' N/A N/A a (TOP/80TTOM) 8'-5- TO I1'-2' N/A N/A N/A N/A N/A N/A N/A N/A a 1/.' a //{- B 1/4' B 1/4• •, 9, 10 (TOP) cyA -40.0 r 4• N/A- N/A N/A N/A N/A N/A e' e- a 1/1` B 1/4' S (BOTTOM) OR LESS T2'-4' OR LESS N/A N/A N/A N/A N/A 5• e' a 1/4` a 1/1' S (BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A a 1/4' 6 1/4' B 1/4• B 1/4' 10 (BOTTOM) ClWOOD HEADER_ M�L OWD ) fa S,AD[TB la I7 AND li r°II AxctroRs TYPE • vACRIa wtl NSTALA1IONe arro roaD ERA,[ suDB,o. +IlelrA AMOIIOR SIY!CILOS AND Yr-RAI tDQ OIBfA11tB AN NOXSWm ON ih,S SOWAW[. fDM CO. Ilff TtMM rgaTm ON WDNE RmtKS ANCI10R VACB,O Br MAAT1PLraa SPACNO yloRN ON SOLOKAC N 7K IOLD111N0 +ACTOR{. Nall 110 OPERATION TO r POeYBM. Rm{Rm SPACING OBTAINED USaNO rAcrolt 91,NL NOT SE )ASS 114W IIIe1rN SNCM IIOIC•Iim FOR EACH NIO1O1 7YP[ AT ANagRf LIOOIO - - _. hMl6irei' ------ -- ,.Poo„ n TAP-aAP OAtN-- eOtAt•+a1 r~ NMYa BN:BaB aU a a , s , ,n ] ••P.a..wNm oAr.r ty ] ] J J ] ] 1n .... OW 4o.w err W J ] ] ,n 3111 ] +n A1wK n de«ap F A o t o w AS - IN FLORIDA BUILDING CODE IV OF PLATE W4 INSTALLATION DETAILS FOR REGULAR PANELS DIE Ct%! INTO EXISTING WOOD STRUCTURES � � la_10 PANELPMIE nus yam' �• I II1h10 PAN[LMATE PLUS / /Ih1O PAIRlIIITE PlU9 I'f .- `-_i s ,/ 4- o.c. r/ 1 7/S' .7`'�` '_.7 e 1 4• o.c. w/ 1 T/A• -x � ; � e ,//4- as w/ 1 7/B• -,.� I I � jTNaIDIEEO POEIRATIDN ro 1 PENETRATION m T,000 •'' j� 1MF/!OiD PETETRAt,DN ro Ex•nNc w000 Nuoe. aenNa w000 HEADER EwsrNc wood . I • i' Jii iu • _ • -- non sm° • ` � "non mM • - , � noM mM • a ,/,• at 2. a ,/4' at a Va- oci ,u Tx,aaxaE ON � LION eDlaaut ON I stt SomlLx a 1 wn a s,m B lj• s,m • mR rr. me M. SEA1MT,aN ra W. K/wMt1o1 ro mLlaa. N• TO owa 1 To aua M.7.. PANCI tENO,N Wa PANEL LENGTH Mu. PANEL1E11G,M v.v-oar sa $n NOTE ,) (src NorE ,) ,I.v-,ro,• as (SEE NOT[ 1> rP10 L. Lvatr amluP -r 1 a M�. °wwAP � avon a1WUAP ado troll I or t' OF t' of Y _ rn MAXI � MAX � NICOLP SO K L[sTtaw,• r�a�J2 ai Mr. y Mwa ! T�S''P yxr i IWR. we • 4 � j _ I ._ f Eb � - __ � -_, Lb. ,,.� '�L � ,,.•. uo scPtYws ' I /2 �•L44 Y. PLATE�_tom. _[PANttwTE PLU5i � -i e / 4• o.c. w/ + T/r 1 �' __i. �. :_ P-MTMT1wI • I �;.1ly ` I� ! - Troirif%, III Ii nwTN or FATE MIO ROnI c�s"oo4A % '/PeNrnuT""ioN AT MIOwOTN OF TIME uiwml 9FJLE J/B-,• ]GALE 7,A pra TESL i. INSTALLATIONS FOR ALTERNATIVES •W, 9W k LOW ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +W.B. -4e.0 p.r.f. AND PANEL'S LENGTH UP TO 12'-4- 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PING N0, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NeTr FDR cewwAnONI � �GTmtla TOP d B01TOM MDUM0IGS CAN BE COMBINED ANY WAY TO wrt ANY INSTALLATION. CL C0 U- u Q� N C- 0 0 C "0 0— V ^^'' O O O O W !CIA 03 E E. GO AA 5 N N N c\ N � \) L.•L^.I o V ' O U F O"D � m u H O 'N CV L Ly O N9 Q N Y �a ac u 3 i eo d aA s1 u a, > C C 7• •p Of � t4 U �- O INSTALLATION DETAILS FOR OPTION f t FOR LIFE SAFETY STORM PANEL SYSTEM T/''• LAo eaara • r °.� r/ INTO EXISTING WOOD STRUCTURES M.. ndrAom r[1a,1YaLaN � ro Iolatw° 11000 IaAm --► Q Eo' _ II �a� EO V J 1�111� R I 1 E t f 0 _ I I awn O i � ALTERNATIVE 1 ALTERNATIVE 2 Q To mir�i , o.c. a'RII ! (�,4 I t16YALrAaN i m txAts E1 I' Purz O 1' I � vl �• ROW PUrz ,- i, , ,' RWIIrICD •, I ALTERNATIVE 3 ALTERNATIVE 4 U N • r o.a. f ',Ili fN•. T,dgOm PD-TMT,aN at D+S/r LOMO 51Mte •UY-G W/ "-'0i2'" N"''0L °" ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS ,/,v-ro PAuwrz rdwE IO all T,4tEADm PENnM„011 ro r000 PLATE rAlrru rR.aLs NOT i„D-1 roll °war. WA MOUNTING INSTALLATION NA TILUT ALTERNATIVE 1 W saw+= err - ,• �,•; � JCEN$Lc ° W 3 � FLORIDA BUILDING CODE NI h Velocity NMMcon• Zone� Q Lit � :• $T �� .� •ro,o ritma PAL 20 GAGE fL1lVAN1IED STEEL STORM PANEL mY� -, Z ,. NBTALAIgMS ARE ONLY /AID NOR eL1LoaIOs ,rn,I A5.0. 1)fEOM Lauri w ro .aas, -no rr AND ►ONE'S LENO,N uF ro r-r. �� •. � PROTECTION PRODUCTS. U.C. p1�2010 2. roll Ncw roaD nwt CMlTRtICTO- .00D AIewBRB ro « TA1,R,tfAA1 � FF••.... ••• I L E C O 1N•. .e,o ir. N sllwxr Z PINE Ns a, r/ BP[CrC aCN1BGr of aes OR EO+W. dry, `SST Al.f' �' ,1•,, f aWa IL w14 HINHHrI 1111NVM''A ! ,: ','rw$'r„•„'r (isp �' (w.)abe-Tw, FAs: tw4Nw-rm 20-178 • w r r Drat,° Nr P.a. 5Mv-51NTANa/5Ra a oaeT,a.. rA - sIR2Y N ar » J SHEET N0. SH 1.1 fa S,AD[TB la I7 AND li r°II AxctroRs TYPE • vACRIa wtl NSTALA1IONe arro roaD ERA,[ suDB,o. +IlelrA AMOIIOR SIY!CILOS AND Yr-RAI tDQ OIBfA11tB AN NOXSWm ON ih,S SOWAW[. fDM CO. Ilff TtMM rgaTm ON WDNE RmtKS ANCI10R VACB,O Br MAAT1PLraa SPACNO yloRN ON SOLOKAC N 7K IOLD111N0 +ACTOR{. Nall 110 OPERATION TO r POeYBM. Rm{Rm SPACING OBTAINED USaNO rAcrolt 91,NL NOT SE )ASS 114W IIIe1rN SNCM IIOIC•Iim FOR EACH NIO1O1 7YP[ AT ANagRf LIOOIO - - _. hMl6irei' ------ -- ,.Poo„ n TAP-aAP OAtN-- eOtAt•+a1 r~ NMYa BN:BaB aU a a , s , ,n ] ••P.a..wNm oAr.r ty ] ] J J ] ] 1n .... OW 4o.w err W J ] ] ,n 3111 ] +n A1wK n de«ap F A o t o w AS - IN FLORIDA BUILDING CODE IV OF PLATE W4 INSTALLATION DETAILS FOR REGULAR PANELS DIE Ct%! INTO EXISTING WOOD STRUCTURES � � la_10 PANELPMIE nus yam' �• I II1h10 PAN[LMATE PLUS / /Ih1O PAIRlIIITE PlU9 I'f .- `-_i s ,/ 4- o.c. r/ 1 7/S' .7`'�` '_.7 e 1 4• o.c. w/ 1 T/A• -x � ; � e ,//4- as w/ 1 7/B• -,.� I I � jTNaIDIEEO POEIRATIDN ro 1 PENETRATION m T,000 •'' j� 1MF/!OiD PETETRAt,DN ro Ex•nNc w000 Nuoe. aenNa w000 HEADER EwsrNc wood . I • i' Jii iu • _ • -- non sm° • ` � "non mM • - , � noM mM • a ,/,• at 2. a ,/4' at a Va- oci ,u Tx,aaxaE ON � LION eDlaaut ON I stt SomlLx a 1 wn a s,m B lj• s,m • mR rr. me M. SEA1MT,aN ra W. K/wMt1o1 ro mLlaa. N• TO owa 1 To aua M.7.. PANCI tENO,N Wa PANEL LENGTH Mu. PANEL1E11G,M v.v-oar sa $n NOTE ,) (src NorE ,) ,I.v-,ro,• as (SEE NOT[ 1> rP10 L. Lvatr amluP -r 1 a M�. °wwAP � avon a1WUAP ado troll I or t' OF t' of Y _ rn MAXI � MAX � NICOLP SO K L[sTtaw,• r�a�J2 ai Mr. y Mwa ! T�S''P yxr i IWR. we • 4 � j _ I ._ f Eb � - __ � -_, Lb. ,,.� '�L � ,,.•. uo scPtYws ' I /2 �•L44 Y. PLATE�_tom. _[PANttwTE PLU5i � -i e / 4• o.c. w/ + T/r 1 �' __i. �. :_ P-MTMT1wI • I �;.1ly ` I� ! - Troirif%, III Ii nwTN or FATE MIO ROnI c�s"oo4A % '/PeNrnuT""ioN AT MIOwOTN OF TIME uiwml 9FJLE J/B-,• ]GALE 7,A pra TESL i. INSTALLATIONS FOR ALTERNATIVES •W, 9W k LOW ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +W.B. -4e.0 p.r.f. AND PANEL'S LENGTH UP TO 12'-4- 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PING N0, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NeTr FDR cewwAnONI � �GTmtla TOP d B01TOM MDUM0IGS CAN BE COMBINED ANY WAY TO wrt ANY INSTALLATION. CL C0 U- u Q� N C- 0 0 C "0 0— V ^^'' O O O O W !CIA 03 E E. GO AA 5 N N N c\ N � \) L.•L^.I o V ' O U F O"D � m u H O 'N CV L Ly O N9 Q N Y �a ac u 3 i eo d aA s1 u a, > C C 7• •p Of � t4 U �- O INSTALLATION DETAILS FOR OPTION f t FOR LIFE SAFETY STORM PANEL SYSTEM T/''• LAo eaara • r °.� r/ INTO EXISTING WOOD STRUCTURES M.. ndrAom r[1a,1YaLaN � ro Iolatw° 11000 IaAm --► Q Eo' _ II �a� EO V J 1�111� R I 1 E t f 0 _ I I awn O i � ALTERNATIVE 1 ALTERNATIVE 2 Q To mir�i , o.c. a'RII ! (�,4 I t16YALrAaN i m txAts E1 I' Purz O 1' I � vl �• ROW PUrz ,- i, , ,' RWIIrICD •, I ALTERNATIVE 3 ALTERNATIVE 4 U N • r o.a. f ',Ili fN•. T,dgOm PD-TMT,aN at D+S/r LOMO 51Mte •UY-G W/ "-'0i2'" N"''0L °" ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS ,/,v-ro PAuwrz rdwE IO all T,4tEADm PENnM„011 ro r000 PLATE rAlrru rR.aLs NOT i„D-1 roll °war. WA MOUNTING INSTALLATION NA TILUT ALTERNATIVE 1 W saw+= err - ,• �,•; � JCEN$Lc ° W 3 � FLORIDA BUILDING CODE NI h Velocity NMMcon• Zone� Q Lit � :• $T �� .� •ro,o ritma PAL 20 GAGE fL1lVAN1IED STEEL STORM PANEL mY� -, Z ,. NBTALAIgMS ARE ONLY /AID NOR eL1LoaIOs ,rn,I A5.0. 1)fEOM Lauri w ro .aas, -no rr AND ►ONE'S LENO,N uF ro r-r. �� •. � PROTECTION PRODUCTS. U.C. p1�2010 2. roll Ncw roaD nwt CMlTRtICTO- .00D AIewBRB ro « TA1,R,tfAA1 � FF••.... ••• I L E C O 1N•. .e,o ir. N sllwxr Z PINE Ns a, r/ BP[CrC aCN1BGr of aes OR EO+W. dry, `SST Al.f' �' ,1•,, f aWa IL w14 HINHHrI 1111NVM''A ! ,: ','rw$'r„•„'r (isp �' (w.)abe-Tw, FAs: tw4Nw-rm 20-178 • w r r Drat,° Nr P.a. 5Mv-51NTANa/5Ra a oaeT,a.. rA - sIR2Y N ar » J SHEET N0. SH 1.1 FLORIDA BUILDING CODE IV OF PLATE W4 INSTALLATION DETAILS FOR REGULAR PANELS DIE Ct%! INTO EXISTING WOOD STRUCTURES � � la_10 PANELPMIE nus yam' �• I II1h10 PAN[LMATE PLUS / /Ih1O PAIRlIIITE PlU9 I'f .- `-_i s ,/ 4- o.c. r/ 1 7/S' .7`'�` '_.7 e 1 4• o.c. w/ 1 T/A• -x � ; � e ,//4- as w/ 1 7/B• -,.� I I � jTNaIDIEEO POEIRATIDN ro 1 PENETRATION m T,000 •'' j� 1MF/!OiD PETETRAt,DN ro Ex•nNc w000 Nuoe. aenNa w000 HEADER EwsrNc wood . I • i' Jii iu • _ • -- non sm° • ` � "non mM • - , � noM mM • a ,/,• at 2. a ,/4' at a Va- oci ,u Tx,aaxaE ON � LION eDlaaut ON I stt SomlLx a 1 wn a s,m B lj• s,m • mR rr. me M. SEA1MT,aN ra W. K/wMt1o1 ro mLlaa. N• TO owa 1 To aua M.7.. PANCI tENO,N Wa PANEL LENGTH Mu. PANEL1E11G,M v.v-oar sa $n NOTE ,) (src NorE ,) ,I.v-,ro,• as (SEE NOT[ 1> rP10 L. Lvatr amluP -r 1 a M�. °wwAP � avon a1WUAP ado troll I or t' OF t' of Y _ rn MAXI � MAX � NICOLP SO K L[sTtaw,• r�a�J2 ai Mr. y Mwa ! T�S''P yxr i IWR. we • 4 � j _ I ._ f Eb � - __ � -_, Lb. ,,.� '�L � ,,.•. uo scPtYws ' I /2 �•L44 Y. PLATE�_tom. _[PANttwTE PLU5i � -i e / 4• o.c. w/ + T/r 1 �' __i. �. :_ P-MTMT1wI • I �;.1ly ` I� ! - Troirif%, III Ii nwTN or FATE MIO ROnI c�s"oo4A % '/PeNrnuT""ioN AT MIOwOTN OF TIME uiwml 9FJLE J/B-,• ]GALE 7,A pra TESL i. INSTALLATIONS FOR ALTERNATIVES •W, 9W k LOW ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +W.B. -4e.0 p.r.f. AND PANEL'S LENGTH UP TO 12'-4- 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PING N0, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NeTr FDR cewwAnONI � �GTmtla TOP d B01TOM MDUM0IGS CAN BE COMBINED ANY WAY TO wrt ANY INSTALLATION. CL C0 U- u Q� N C- 0 0 C "0 0— V ^^'' O O O O W !CIA 03 E E. GO AA 5 N N N c\ N � \) L.•L^.I o V ' O U F O"D � m u H O 'N CV L Ly O N9 Q N Y �a ac u 3 i eo d aA s1 u a, > C C 7• •p Of � t4 U �- O INSTALLATION DETAILS FOR OPTION f t FOR LIFE SAFETY STORM PANEL SYSTEM T/''• LAo eaara • r °.� r/ INTO EXISTING WOOD STRUCTURES M.. ndrAom r[1a,1YaLaN � ro Iolatw° 11000 IaAm --► Q Eo' _ II �a� EO V J 1�111� R I 1 E t f 0 _ I I awn O i � ALTERNATIVE 1 ALTERNATIVE 2 Q To mir�i , o.c. a'RII ! (�,4 I t16YALrAaN i m txAts E1 I' Purz O 1' I � vl �• ROW PUrz ,- i, , ,' RWIIrICD •, I ALTERNATIVE 3 ALTERNATIVE 4 U N • r o.a. f ',Ili fN•. T,dgOm PD-TMT,aN at D+S/r LOMO 51Mte •UY-G W/ "-'0i2'" N"''0L °" ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS ,/,v-ro PAuwrz rdwE IO all T,4tEADm PENnM„011 ro r000 PLATE rAlrru rR.aLs NOT i„D-1 roll °war. WA MOUNTING INSTALLATION NA TILUT ALTERNATIVE 1 W saw+= err - ,• �,•; � JCEN$Lc ° W 3 � FLORIDA BUILDING CODE NI h Velocity NMMcon• Zone� Q Lit � :• $T �� .� •ro,o ritma PAL 20 GAGE fL1lVAN1IED STEEL STORM PANEL mY� -, Z ,. NBTALAIgMS ARE ONLY /AID NOR eL1LoaIOs ,rn,I A5.0. 1)fEOM Lauri w ro .aas, -no rr AND ►ONE'S LENO,N uF ro r-r. �� •. � PROTECTION PRODUCTS. U.C. p1�2010 2. roll Ncw roaD nwt CMlTRtICTO- .00D AIewBRB ro « TA1,R,tfAA1 � FF••.... ••• I L E C O 1N•. .e,o ir. N sllwxr Z PINE Ns a, r/ BP[CrC aCN1BGr of aes OR EO+W. dry, `SST Al.f' �' ,1•,, f aWa IL w14 HINHHrI 1111NVM''A ! ,: ','rw$'r„•„'r (isp �' (w.)abe-Tw, FAs: tw4Nw-rm 20-178 • w r r Drat,° Nr P.a. 5Mv-51NTANa/5Ra a oaeT,a.. rA - sIR2Y N ar » J SHEET N0. SH 1.1 N N N c\ N � \) L.•L^.I o V ' O U F O"D � m u H O 'N CV L Ly O N9 Q N Y �a ac u 3 i eo d aA s1 u a, > C C 7• •p Of � t4 U �- O INSTALLATION DETAILS FOR OPTION f t FOR LIFE SAFETY STORM PANEL SYSTEM T/''• LAo eaara • r °.� r/ INTO EXISTING WOOD STRUCTURES M.. ndrAom r[1a,1YaLaN � ro Iolatw° 11000 IaAm --► Q Eo' _ II �a� EO V J 1�111� R I 1 E t f 0 _ I I awn O i � ALTERNATIVE 1 ALTERNATIVE 2 Q To mir�i , o.c. a'RII ! (�,4 I t16YALrAaN i m txAts E1 I' Purz O 1' I � vl �• ROW PUrz ,- i, , ,' RWIIrICD •, I ALTERNATIVE 3 ALTERNATIVE 4 U N • r o.a. f ',Ili fN•. T,dgOm PD-TMT,aN at D+S/r LOMO 51Mte •UY-G W/ "-'0i2'" N"''0L °" ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS ,/,v-ro PAuwrz rdwE IO all T,4tEADm PENnM„011 ro r000 PLATE rAlrru rR.aLs NOT i„D-1 roll °war. WA MOUNTING INSTALLATION NA TILUT ALTERNATIVE 1 W saw+= err - ,• �,•; � JCEN$Lc ° W 3 � FLORIDA BUILDING CODE NI h Velocity NMMcon• Zone� Q Lit � :• $T �� .� •ro,o ritma PAL 20 GAGE fL1lVAN1IED STEEL STORM PANEL mY� -, Z ,. NBTALAIgMS ARE ONLY /AID NOR eL1LoaIOs ,rn,I A5.0. 1)fEOM Lauri w ro .aas, -no rr AND ►ONE'S LENO,N uF ro r-r. �� •. � PROTECTION PRODUCTS. U.C. p1�2010 2. roll Ncw roaD nwt CMlTRtICTO- .00D AIewBRB ro « TA1,R,tfAA1 � FF••.... ••• I L E C O 1N•. .e,o ir. N sllwxr Z PINE Ns a, r/ BP[CrC aCN1BGr of aes OR EO+W. dry, `SST Al.f' �' ,1•,, f aWa IL w14 HINHHrI 1111NVM''A ! ,: ','rw$'r„•„'r (isp �' (w.)abe-Tw, FAs: tw4Nw-rm 20-178 • w r r Drat,° Nr P.a. 5Mv-51NTANa/5Ra a oaeT,a.. rA - sIR2Y N ar » J SHEET N0. SH 1.1 INSTALLATION DETAILS FOR OPTION f t FOR LIFE SAFETY STORM PANEL SYSTEM T/''• LAo eaara • r °.� r/ INTO EXISTING WOOD STRUCTURES M.. ndrAom r[1a,1YaLaN � ro Iolatw° 11000 IaAm --► Q Eo' _ II �a� EO V J 1�111� R I 1 E t f 0 _ I I awn O i � ALTERNATIVE 1 ALTERNATIVE 2 Q To mir�i , o.c. a'RII ! (�,4 I t16YALrAaN i m txAts E1 I' Purz O 1' I � vl �• ROW PUrz ,- i, , ,' RWIIrICD •, I ALTERNATIVE 3 ALTERNATIVE 4 U N • r o.a. f ',Ili fN•. T,dgOm PD-TMT,aN at D+S/r LOMO 51Mte •UY-G W/ "-'0i2'" N"''0L °" ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS ,/,v-ro PAuwrz rdwE IO all T,4tEADm PENnM„011 ro r000 PLATE rAlrru rR.aLs NOT i„D-1 roll °war. WA MOUNTING INSTALLATION NA TILUT ALTERNATIVE 1 W saw+= err - ,• �,•; � JCEN$Lc ° W 3 � FLORIDA BUILDING CODE NI h Velocity NMMcon• Zone� Q Lit � :• $T �� .� •ro,o ritma PAL 20 GAGE fL1lVAN1IED STEEL STORM PANEL mY� -, Z ,. NBTALAIgMS ARE ONLY /AID NOR eL1LoaIOs ,rn,I A5.0. 1)fEOM Lauri w ro .aas, -no rr AND ►ONE'S LENO,N uF ro r-r. �� •. � PROTECTION PRODUCTS. U.C. p1�2010 2. roll Ncw roaD nwt CMlTRtICTO- .00D AIewBRB ro « TA1,R,tfAA1 � FF••.... ••• I L E C O 1N•. .e,o ir. N sllwxr Z PINE Ns a, r/ BP[CrC aCN1BGr of aes OR EO+W. dry, `SST Al.f' �' ,1•,, f aWa IL w14 HINHHrI 1111NVM''A ! ,: ','rw$'r„•„'r (isp �' (w.)abe-Tw, FAs: tw4Nw-rm 20-178 • w r r Drat,° Nr P.a. 5Mv-51NTANa/5Ra a oaeT,a.. rA - sIR2Y N ar » J SHEET N0. SH 1.1 _ _ _ _I _ 11 1 1 1 i 11 L /WC"ORS (SCE SECTIONS ON SLEETS 17, IS, I• t 20) - ..-- 3• ILA% SAM W+7r •V+•. 3B/17. 48/17. _.- .... - _ I• MIN. .Mlf/Te. 7Mrh• • INW/]D �WO/M 7w/lo a W/m UK: b O O O O O O T- 1 i — — -- ----- Wall ! ! I�JIAP >NP. I'I O1 ali0. ' L/, I17LTV ^dIY rulall rM•a r A WDI. PAN (� ) SCHEWLE 1, Nrc eonal am" �.; `OiO%'P-' ` ••a NI R IYT R Moe 11. 3 IAAX. 3A/+7, 46/17. L •A/,R SBh7. 1•/+7. syl•. J• uAx: 'I' us..er/,e, 7AWhe . aIW/3a i"aippm INR/IS, 7•r/n a Nlr/m I• ,I -ANONORS (SEE SECTIONS ON SHEETS 17, IS. ,a ! 20)'--.. OPTION #2 FOR LIFE SAFETY STORM PANELO) ELEVATION SCALE She•-t• Qa� uw am O°'ILur-NutO Ourt earn 7*1_1 ' ............, f A..«..««. .....««....... ..`.° °m'..:.:. SECTION A —A SCALE 3/14--1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (D•s•f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 3�.5•''VCEN T No. 44167 FLORIDA BU0.DIN(i CODE IR h Velocity XuMoon• Zone D.t`''.URtOT'.:i .awe,amoD,+c 20 GAGE GALVANRED STEEL STORY PANEL r't- oM•rF er GLOBAL PROTECTION -�"� I L E C O IN•.all PRODUCTS, I.I.C.LLC. Mrt: "IWAL FL 1xMI. II. - a aaa •rA n mo NONE (w)EII-754L FAY: (w)ar-ow 20-T 76 GA-ONp1I ��wNe IL >RK/.ON•TIR/WlE ,IPLtU A )r.. DRUM ft Pa - •Irtl 16 a N MAXIMUM A.S.O. Max. PANEL LENCM MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (D.e.IJ L (ft.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 g'-g• 2 3/4' UNBOLTED ��L.., _, ,, � .., .. _„ INSTALLATION DETAILS � -� :fit - :I FOR OPTION #2 INTO EXISTING FOR L!FE SAFETY WOOD STRUCTURES I •/Y r I n STORM PANEL SYSTEM r T � nI -L. i rppp HOOD HEADER *010H[ADFA f 1/4-0/ 1/T1PCON • r D.C. w. THREADED '', � % ._.-11,1 s1• Il/rlA7nP'ownIIINMA•MwroIWaAdoOcm. ', i jl.. _ • r D.C.1/4-01 .,•. I rAT1ONXM NE Y7NGOED 1 M.•UD.C. R � '.` � � E•nT. II P,1M Ar �TAPfOMA T• IXWl•C IN, �•M1O1 To i' LNr CLASS • nI FIR SCHEDULE; PAN[1 tD1aiN (SxL Mort , euDw) IN, 7• N•a cag+• " PANEL LENGTH f-Iaooqwm i• A eTAN - (Iw eomaE ' NIr sDRRIn- R aE1�' liw') PPANEL7EL IE�NCIH , � (SEE NO/e °iall (SEE IarE , eD M .... ; ,�a•• rAFAZN ,MN TNgEAOfD '. I J'•, ' MDYIIOIN OF PUTEI \, Y ,/•Y-2oa(•`a.a. M1 w/1/1••-70.J/•'S.a MS W/ a2 T/e'-]/)2• RtNc NUT _ ,/. • TAPCON • e• ac. - t W�1 I/y MN. lI1rAOap ' PDlTMI,pI AT IROR'IOM R000 PLATE . u, . I I ,xi"' WpOp PNiF NEgIE1ED SCALE 3/r.1" w LrwMlw - -- -- '--. -..- IS.fee• (TOTAL R'qM)-. —_.__ ,2.500• (EFFECTIVE WIDTH/77 ) - - ,�• -1 ------- - 1.3D0•._ ,•. ,,yip•. .. r n,.500• � I 1 f A � 1 '0� 230D' I� H' / �K' �• 3.500' / I Y.O.OM' YNTMIGI eST' aaARracD STEELEOx- / A75 x.000' .zTYP Asn A-1153 � ��P•. -..-' -'°E0L" xTNI dI / . ,xwx D-W NLN. Q STDR11 PANEL PANE'S DO UP / W/ HEMMED LOGE. _) r.lOw• � In - ISOMETRIC VIEW DETAIL A x aoo• ROUNDED CORNER O ENDS OF PANEL'S ---1 END UP W/ HEMMED EDGE. ,ZS .730' O J. TRACK Ie.r -,1- 125• 750• .am' (T7o) J• Mox. O7 3`x3`(Ynx.1 ALUM. ANGLE © AQDP BAR „• LONG 80B3-T5 Alum. ALLOY XOR CONCRETE BLOCK KvuWrD CODE r' OS REVERSED `U` TRACK 2.ouo- f. O 3`x3"(11,11ex_) ALUM. ,La13LE .• rwY11N ANC,1016 r D.C. POURED CORCWE �. Ei• � I ' C I fn.Y", le OI.A 1 iNSTALeTION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/1' TAPCON A/ICNp16 1 1• TAPCON ANealp6 _11' TAIN:ON ANCHORS • r D.C. O.C. - • r O.C. CONCRER ? POIRIm coNG1ETE � POURED COIICIKIE. � BLOCK REQUIRED� 1 SLOCK 1 BOIIi.00K R[OUMFD I 1 ED. E0.1 � \ Mo• I , ,APMMMIM M � I M irwl"YI A I � Ma tOArlr• N I i .� _ I IX6Tq� ' � ,/Y�-xe.,• {[fir - � 1 ' y1 ,Hti-.)e.r 1A,1.' f � . r I EIOI• CEO � E.0• j � 1 CONCRETE BLOREOUIREDwoumm WALL CK Q_ ..I__._._ 1 !,/2' - i. NMi)TS tw SMER ' 1 r•'P-20w.3(s"bs. ILL.ILL.w/ . - / / - �a]/Jx wNo NUT WASHER ]/]2• OWING NUT ' � �/ J/$' WIND d. (BEYOND) • 12 t �f I .i /7 ',....5 1 1/2*TTYY' O.0 1/x' O.C. _. 1 1' TAPCON e^+O.C. In WISHER (•EVONp) ..__ / I •' TAPCON ANGIgRb 1 1' TAPCON MIC110Ra l.TAPCON ANii3ORS / 1 (SfABxIlEO W/ aTllo) (srAolwleo W/ STUD) • 1 ,/2' O.C. --EOUKD CONCRETE OR OR CCONCREIC BLOCK OR coNlSlEre BLOCK ..._.OR CONCRETE BLOCK REOUIRm SECTION I aISnlALL�AI1ON WALL� REDURM >dALL.YQIRQIN �.$ER{I�F�!!EL e u ea�tiP3aAlE1 LB ]AIIEI I L1'AtlE1 sruE 3ro'-1• sn'u Sro'-+' sra1LE ]/B'-,' SCALE ]/a'-,- wear „eB ,/••• III r•n ,.. fp FOR A,rxaale ,rra a •rm. aFRo.O FOR IIWTAIIaWNI ,Mlo rood rRww auJwa W.. MF•OII 1•ror O,J a IIIIIAIM ANCHOR tewLTNm AND IwWY oRo,r a•) 7 mac o•TANu AN warwTm ON THIS •R,W IlRI•," _ eUia,llE 1'OR [A 1)>b 11aAN •wFJ11m ON "-I 04-.r Y •O a aDtD1Al RIXITE ANCHOR aPAFJw H M1R/eiYNG uGAww LlOwll 11N t10fO,At wllll to INK on" IBCIOR K M 10LLOIIIR: fACNa. FOR 7N3 I I is aPONmI TO K raeeat REDIICFO_- 9P„L11C OeTAMa9 IIIIII FACTOR SMALL MOT _..... N IA[ THAN IIIIeRN IPAC•E Iwlalrm- rOR EACH AIKIOR 1rAt ON THIS f01aOIAC POR CONCRETE 001 CONCRETE CONCRETE OURED REQUIREDMee r No saw, NO CLASS 1A N ,/1'I TAPCON • r O.C. -" w/t 1 MIN. 7/NIfADEp TK711 AT MOOD HEADER Nk apMll•N To ,RAa pH eO,LpAE ... M a11Qr 4) � GLASS ' i i I WOORAW D i 1' Me.. PANEL LENGTH (SCE NOTE 1 BELOW) WOOD HtAuL' \ ':,�'• > ]/]2' WNO NUT 2'.{' FILL. RiW✓M[D MASHER • e I/.' O.L. /11-10 PANEUNre uw. iNRUpEO P�Tlpl AT IpOwIPT11 or Pure SCALE 3/e•-1• r� 1. INSTALUIgNb ARE ONLY VALID F'OR •laORIDS WITH AS.O. DESIGN 1aA05 UP TO +SS-S. -72.0 PSF AND PANEL'S tENCRI UP TO •'-B•. 2. FOR NEW wow FRAME CO/nTR,IcitoN: HOOD IACIIaERs TO RE wuT1,ERN NNE No. 2, w/ SPECIFIC OF]Kffr of oea OR EDINL , i .; _..._1/a'• TAPCON O a' O.C. /1 1 WN. T/M[ADEO ' � I HEADER 1 I/1. i NIR evwww To e1Ae (e,X tlra,muE poSTgK1- m ON Wl,q ,XAss I ; PANEL LENGTH ,/a••-IAf r(SEE Hare , eaow) a//sBB Ms w/ • - - WIIe•NUTJ�• .i hU � 6 i I � 0 CO e- t�o. 2RE�MAR[Olp _1 J/(T WING NVT }- WA911ER • BETVA PLAT0 RIM IMPANEL SCALE 3/8--l- E 10 PAiI[1aN7E • e ,/•• O.C. w PfT1ETM//, T/ MIN. iHl1E10fD 110N AT MW'rDTN OF NYR(COM ENOF D WAR HANDLE FROM THUMBSCREW SUCBY SPACING fTG FL H WIT ER SUCH 7'/24 (aII Nort a IIDOr) 1'/24 4'/24 y e1 �' 0.0 (SEE Mort 7 NIAlO ]• ya 2'/24 1 •/2104 4 NOrt) IOaO 1�••� �'1 FOR OOICgE7E Alilf},pO: EQ ^• yy,T_ pp.gETE .IOIORO 3• Me.. OF 3• It)1N,0[ ON WIRT >ac IQ w000 acuw. r- w a I (aa „ORDN[ ON tRRir N) I ,• Mn. i;I.. I NE EECRdw w WRET ). �. ,..,• 7,L3 1/2' -'/7- -_.-'. '/7'"• j --gyp --j -rr-r-Ir, .-..r --,--f,--r -� -•�,-.,,�,� -- SU �N01ET"I; 7T. � lipR W 1L t• U40 PM SEE�(dD :11WOR` T-•-�-• (►;f[I;�;, PNIE:) � 110, I� . •ELDw r 60 Y t' OMIlRwR aR1a1) (RRFR,aR M>qL) (MIOIIOR ' as IRIIE s ], 1 eacr I I Lam► ' + ti. aoxv sa ,lore . ea0r lOi[ 3 I •- 7AfRLWIE RwA) ,' II,. i aLY1m14E dl r4E1 7k I011 ROOD W�1: 1' Yh AAT I31xM OrTIOSh ON W1/x• 1 //!•ATL GAD PNICl5�T1011 fE[ aEC,l01wSHIM ri MRCg1011 �M°rt) , 0) OR ©R/ a r/o@ • Q usr PwtE ETI To eE NSTNuo AT Era, • LAST PANEL TO Be MSIAUID AT [Aql OPOWYC •w7 awAr3 eE IWOaOED r TYPICAL ELEVATI TO K TYPICAL ELEVATION FOR SFnIEOPENING S 2000 ��� ALWAYS BE ro FACILITATE � T,o(, � � INSTALLEDA ilo� E-Z HANG STORY PANEL (U SYSTEM ,Nsce of s,Ruc,A„c - .awe 3/3Y - ,• .D%a 1 SECTION B-B S•i`O1pM1O.reANo,xiOCim" I- (1) ,rcwrtrlel Dr scRrcc 1000; E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANIC . LGIFS: �oM TRACKS AT TOP t PANEI.YAiE PLUS OR ID• LONG (1). DEFINITION OF SERIES ID00�, E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANG, • ,7JAT BOTTOM W/ PANISLNTES Cent. TRACKS TOP E` BOTTOM, (2). ENO PANELS S/eMl ALWAYEND S BE CONNECTED TO SILL Yallll BY MEANS Of PAIELMAtES pl, IF usCO J�1nY_w tS' LONG TpACK AT�� PANEIs (2) D PANELS SMALL KwAY9 � COtW1EC1ED lO BORON TRACK OTHERWISE A S70P BAR SHKL BE CONNECTID TO Q7 'Rln/ Y�/N4U'IP1BSC�gEw/4 AAMPP/E7 �7 ]2' (� 51NLL BE PROVIDED AT TOP OF SUCH PANELS. WING NUT OR 1/1•e-10Y3 Y YafO T 0 AS (S). If END PANELS ARE CONNECTED TO BORON TRACK. CONNECTION SHALL CONSIST Of DESCRIBED ON fgTE (J) ,/a`•-z0a/a' MS w/ T/B•dJ/Sx• r,IIG /ATt OR ,/a•-3 a' MM. 111f0 TMPEO BOTTOM IRAUC LOCATgN OF FASTENERS MAY BAT EITHER OF TWO (J). FOR CASE WHEN ENO PANELS ARE USE ,IpNf1Y w/ 15• LONG (21 AT E)TIFNOR FLIT FLANGES OF END PANEL BU7 END PANELS ARE NOT COfR/EC7ID TO BOTTOM iRACK�, STOP BAR (a). IN USE THAT [NO PANELS AM NOT C01g1ECRD TO BOTTOM TRACK NJ =H''LL BE PROVIDED AT TOP OF PANELS. (in. A STOP BAR M. FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY S ONLY 176fD AT TOP At LEAST 7w'0 PANELS SIIa11 K CONNECTED TO BOTTOM TRACK MOUNTED TO E1tKr1N0 SILL WALL NUNS OF PANh,N1E3. OME IIIERIOR PANEL 1131H0 SPECS I710K'A ON NOTE (]) ABOVE N SUCH CASE CONNECipN Of PANELS MAY BE USED JpMIY 1Y/ TRACK AT BOTFOM ATTKYIMq BOTT011 ABACK TO wLLt TO BOTTOM TRACK lN7 OCCUR AT ANY PANEL LOCATION. w( Two PANF�,1MiEs iMlOwP/C silOwN ON E11VA710N A11D w� (S). SEE SECTION ,'. 3' k •' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. u". EDGE MBTANCE. FOR THIS CASE, INTERIOR PNIEI. L)SEA JtTB(Elr W/ � pb(S OMNIIINNN, NOT NEED t0 BE CONNECTED 70 (TIR)E BY ANY MEANS. TRACK (B31]T fH„LL ME7al[D A. TI sIx31 THAT A4NCpIT PANELS LEFT a RICM slx a PANEL) HAVE 1EP....,.�j✓ ,>RBI ovE«LJws RETAINED BY 3� J,CENS ''•� FLORIDA BUR.OING CODE h Velocilly Nurr,wlre Zone � ' • N0.4 167 20 GAGE GALVANI2ED STEEL STORM PANEL n. ORAL PROTECTION PRODUCTS, I.I.C. �'�'•. F P :-r li. E �. O INc. .IIo v e, muEY y0,(F • LQ 10 G•�1- P• nw w. o•. s Rlr. n now (+aglEeKiw ii' 20- T 7B �YI MfON L`u/uII'PE' NaIWRIATaRvoAw ra cAA aoN71� PL ,s- ,r, •• w•• RMIR•M r aAwwW-; , - alm n or EE POURED CONCRETE POURED Olt CONCRETE Olt REQUIRED alouimm PLUS W/ J WASHECONCRETE -POURED CONCRETE On OR WALL MOUNTING INSTALLATION SECTION 3111 R INSTALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ _.. t[a• TAPCON NIC110RS 111• TNrC'ON ANUggC � e• O.C. i • 9' O.G. KOC1C, 1 ; R[I�TC IIKDCN 1 1/1. � 1 t/a• • I \ o •IIw aM o I ,Isr NO � P 1 I I :. ,�.. fly"-__ �� ,'•- ��'-;_i-_�_-_-- { rL I 1^4rp�4q I] I PANC,J41re PLUS M/' ! yt0•"ANCI�TE Y .... ._ .._1 3/32' WING, NUT WASHER� 7 NUT � • I ,/•' O.C. (BEYOND) DONtlI[IE BLOCK ......: CONCRETE BLOCK REONIIED RE0IMED 1IfEiLL_1141ISilurdeLLAIIQM !s 0 SAFETY u ANEW SCALE 3/e'-1• -0WIIN+NNIMA„• SCALE 3/e'-1^ PLUS ffi ,IN/li If . >p roR ANCHOR!, TYPE . 7EIc �TyOO, +illukk SPACW04 O faR •wrAUARaa INro roo d rRAL[ rzLDew we. NOIO errA• ) ) NNW/ ANFatp1 frRFAw wO /I,NwAM mN rAlla owARE •dGt[D ON V•I ) •1•M 11•IN,O ecllmuA IN EA LOW r1IIN IwIGOLD ON ) ,n eLTnA1 AIDIICi AI,01a11 tewrw M ,•A,rLrwe SPACING •,aRM ON tXNpA[ A7111 e0. ReN ve1= IM.7•II eY M fO11awI• IAC7aRl; FU11 THIS � OI'GrION 10 N FOS91RL Imlxm alwnllo oBD•Ra w•w rrna aNrL NOT K ,m 7ww MIwIW fMC•aC IW,DIRD no vACN AMONOR Tm ow TNr owlmAAt )1 - Hurricane U.C. mm OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII 1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i', DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE. FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED, FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS. ,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10 SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE Si BE AS MENTIONED N e.t) Alw N 19.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI( I1000 FRAM( BUILDINGS. 2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL }. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH. PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1 3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING 1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE P[RNff rs APPLIED TO. INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN. S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[ M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D. a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY. (.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF 7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY. e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED. 50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦ (e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL •. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED L BE RESPONSIBLE FOR iNE PROPER 10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL (A) ID FxtSTBC 1Numrn rn,r•wrrr (•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of - 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R. - ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.) It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN - /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING. (Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox. A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[ FEMALE ID ! PANCLMAIE PLUS. A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0 ANY FMeAt MATERIAL SINLL eE PERMITTED. t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•' %rt0 ANC"DAS, Fjl A Tf( w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l FLOOR, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'� BE AS ME'N11N[D IN A.,) AND M Ax). (e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 ' - 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC. FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone) - 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP. - /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY, PRODUCTS (Ym-2071 p.•.i.) - ��w�A I� LTE C O—,N�. PRDTEc'noN mown, .E/N,nwe .ew Il !1 snu* • / t>v t" IAr• R w,. PN•( DME. a )a,• 20-17B tw w,r . ti : al,l w,•rw (•I.l•I•->e.e< FAA IEI.IIe•-e7n It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-: wALTOI A 1,YI1 i.. PL iP INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM N rR7 n Y i so IT 1 toll wmu R TioTo SmALE r -rat PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK ONE n� o' �• 4 6 4 a` �r ru ac MQ! ,, � C.`ao'8.N � . .�� aMIPIDE � '�. y .Gd^ • ;' lo,F,m .. ! E:iw a � I I 5 � ��--\t � •, =Smaw � 8 • )NE ,rDo waA7 16 ova r ao>Na� MNEa "1'M• 7J . • y�rMn• 7 �, --- - I , V+r AAw. Ter 1 1 1 I 1 1 I b + ONme 14, » a SHUT i vr.-avr , •Y- r I'OR Nn. , , ••M I L^ O.W1tM I I r 1 1 C Iw,awo a a--1 i M�,.plet.N.• woo r, y '^' • ,nr^ .rI MN a wu,RANi o� m,7/.• m OO �rrol E�M�� / NOIY I Ioo�i F / mW a a�nwrmMA"rJ �, Nee ar NaM , Lnan - tNm w) • , LJ � _- WALL AND DIRECT 110UMTING INST. W mNR,00 _ SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST. SCALE 3/8-1• I g SECTION 3 F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1' 8 Irmr,y,�r,„,t �° KgROOR4 Fa„ 4 e E . R.a , E v � wA� , aao•aei4M w 1'�iPawa �api eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs � Na. 44167 - Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone) ItAT a•ra "'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA. 9� .• aRr•M IF MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw. BGLL• t/Y . t' VIEW aN I�NC Nr0 f.El el t11QT Ow1w75K rA�,c� pa.),N-•nT 20-176 d-o00E71• �p 11i. P;. fUt/p•NRIAW/aM[ wa1G w i.. Pl. '>- or N Cn CD CU 2 N a)�- 0 O C cv -0 a- O O O Q 0 O z z w J c C N N N O � ? W 1 ti V n V n.E� O s c cv t T c� N -C [n X N C L.L Q_ N yp cc N 3 J Cu 'c a> o- � a, > o w c a, v _ 4 � 3 � V Cu _ � c a Cn CU C 1= O p„ U 0CL W i O U Q U '� Bl � V , W Q = Z Z Q J W SHEET N0. IS 1.2 ,xwx D-W NLN. Q STDR11 PANEL PANE'S DO UP / W/ HEMMED LOGE. _) r.lOw• � In - ISOMETRIC VIEW DETAIL A x aoo• ROUNDED CORNER O ENDS OF PANEL'S ---1 END UP W/ HEMMED EDGE. ,ZS .730' O J. TRACK Ie.r -,1- 125• 750• .am' (T7o) J• Mox. O7 3`x3`(Ynx.1 ALUM. ANGLE © AQDP BAR „• LONG 80B3-T5 Alum. ALLOY XOR CONCRETE BLOCK KvuWrD CODE r' OS REVERSED `U` TRACK 2.ouo- f. O 3`x3"(11,11ex_) ALUM. ,La13LE .• rwY11N ANC,1016 r D.C. POURED CORCWE �. Ei• � I ' C I fn.Y", le OI.A 1 iNSTALeTION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/1' TAPCON A/ICNp16 1 1• TAPCON ANealp6 _11' TAIN:ON ANCHORS • r D.C. O.C. - • r O.C. CONCRER ? POIRIm coNG1ETE � POURED COIICIKIE. � BLOCK REQUIRED� 1 SLOCK 1 BOIIi.00K R[OUMFD I 1 ED. E0.1 � \ Mo• I , ,APMMMIM M � I M irwl"YI A I � Ma tOArlr• N I i .� _ I IX6Tq� ' � ,/Y�-xe.,• {[fir - � 1 ' y1 ,Hti-.)e.r 1A,1.' f � . r I EIOI• CEO � E.0• j � 1 CONCRETE BLOREOUIREDwoumm WALL CK Q_ ..I__._._ 1 !,/2' - i. NMi)TS tw SMER ' 1 r•'P-20w.3(s"bs. ILL.ILL.w/ . - / / - �a]/Jx wNo NUT WASHER ]/]2• OWING NUT ' � �/ J/$' WIND d. (BEYOND) • 12 t �f I .i /7 ',....5 1 1/2*TTYY' O.0 1/x' O.C. _. 1 1' TAPCON e^+O.C. In WISHER (•EVONp) ..__ / I •' TAPCON ANGIgRb 1 1' TAPCON MIC110Ra l.TAPCON ANii3ORS / 1 (SfABxIlEO W/ aTllo) (srAolwleo W/ STUD) • 1 ,/2' O.C. --EOUKD CONCRETE OR OR CCONCREIC BLOCK OR coNlSlEre BLOCK ..._.OR CONCRETE BLOCK REOUIRm SECTION I aISnlALL�AI1ON WALL� REDURM >dALL.YQIRQIN �.$ER{I�F�!!EL e u ea�tiP3aAlE1 LB ]AIIEI I L1'AtlE1 sruE 3ro'-1• sn'u Sro'-+' sra1LE ]/B'-,' SCALE ]/a'-,- wear „eB ,/••• III r•n ,.. fp FOR A,rxaale ,rra a •rm. aFRo.O FOR IIWTAIIaWNI ,Mlo rood rRww auJwa W.. MF•OII 1•ror O,J a IIIIIAIM ANCHOR tewLTNm AND IwWY oRo,r a•) 7 mac o•TANu AN warwTm ON THIS •R,W IlRI•," _ eUia,llE 1'OR [A 1)>b 11aAN •wFJ11m ON "-I 04-.r Y •O a aDtD1Al RIXITE ANCHOR aPAFJw H M1R/eiYNG uGAww LlOwll 11N t10fO,At wllll to INK on" IBCIOR K M 10LLOIIIR: fACNa. FOR 7N3 I I is aPONmI TO K raeeat REDIICFO_- 9P„L11C OeTAMa9 IIIIII FACTOR SMALL MOT _..... N IA[ THAN IIIIeRN IPAC•E Iwlalrm- rOR EACH AIKIOR 1rAt ON THIS f01aOIAC POR CONCRETE 001 CONCRETE CONCRETE OURED REQUIREDMee r No saw, NO CLASS 1A N ,/1'I TAPCON • r O.C. -" w/t 1 MIN. 7/NIfADEp TK711 AT MOOD HEADER Nk apMll•N To ,RAa pH eO,LpAE ... M a11Qr 4) � GLASS ' i i I WOORAW D i 1' Me.. PANEL LENGTH (SCE NOTE 1 BELOW) WOOD HtAuL' \ ':,�'• > ]/]2' WNO NUT 2'.{' FILL. RiW✓M[D MASHER • e I/.' O.L. /11-10 PANEUNre uw. iNRUpEO P�Tlpl AT IpOwIPT11 or Pure SCALE 3/e•-1• r� 1. INSTALUIgNb ARE ONLY VALID F'OR •laORIDS WITH AS.O. DESIGN 1aA05 UP TO +SS-S. -72.0 PSF AND PANEL'S tENCRI UP TO •'-B•. 2. FOR NEW wow FRAME CO/nTR,IcitoN: HOOD IACIIaERs TO RE wuT1,ERN NNE No. 2, w/ SPECIFIC OF]Kffr of oea OR EDINL , i .; _..._1/a'• TAPCON O a' O.C. /1 1 WN. T/M[ADEO ' � I HEADER 1 I/1. i NIR evwww To e1Ae (e,X tlra,muE poSTgK1- m ON Wl,q ,XAss I ; PANEL LENGTH ,/a••-IAf r(SEE Hare , eaow) a//sBB Ms w/ • - - WIIe•NUTJ�• .i hU � 6 i I � 0 CO e- t�o. 2RE�MAR[Olp _1 J/(T WING NVT }- WA911ER • BETVA PLAT0 RIM IMPANEL SCALE 3/8--l- E 10 PAiI[1aN7E • e ,/•• O.C. w PfT1ETM//, T/ MIN. iHl1E10fD 110N AT MW'rDTN OF NYR(COM ENOF D WAR HANDLE FROM THUMBSCREW SUCBY SPACING fTG FL H WIT ER SUCH 7'/24 (aII Nort a IIDOr) 1'/24 4'/24 y e1 �' 0.0 (SEE Mort 7 NIAlO ]• ya 2'/24 1 •/2104 4 NOrt) IOaO 1�••� �'1 FOR OOICgE7E Alilf},pO: EQ ^• yy,T_ pp.gETE .IOIORO 3• Me.. OF 3• It)1N,0[ ON WIRT >ac IQ w000 acuw. r- w a I (aa „ORDN[ ON tRRir N) I ,• Mn. i;I.. I NE EECRdw w WRET ). �. ,..,• 7,L3 1/2' -'/7- -_.-'. '/7'"• j --gyp --j -rr-r-Ir, .-..r --,--f,--r -� -•�,-.,,�,� -- SU �N01ET"I; 7T. � lipR W 1L t• U40 PM SEE�(dD :11WOR` T-•-�-• (►;f[I;�;, PNIE:) � 110, I� . •ELDw r 60 Y t' OMIlRwR aR1a1) (RRFR,aR M>qL) (MIOIIOR ' as IRIIE s ], 1 eacr I I Lam► ' + ti. aoxv sa ,lore . ea0r lOi[ 3 I •- 7AfRLWIE RwA) ,' II,. i aLY1m14E dl r4E1 7k I011 ROOD W�1: 1' Yh AAT I31xM OrTIOSh ON W1/x• 1 //!•ATL GAD PNICl5�T1011 fE[ aEC,l01wSHIM ri MRCg1011 �M°rt) , 0) OR ©R/ a r/o@ • Q usr PwtE ETI To eE NSTNuo AT Era, • LAST PANEL TO Be MSIAUID AT [Aql OPOWYC •w7 awAr3 eE IWOaOED r TYPICAL ELEVATI TO K TYPICAL ELEVATION FOR SFnIEOPENING S 2000 ��� ALWAYS BE ro FACILITATE � T,o(, � � INSTALLEDA ilo� E-Z HANG STORY PANEL (U SYSTEM ,Nsce of s,Ruc,A„c - .awe 3/3Y - ,• .D%a 1 SECTION B-B S•i`O1pM1O.reANo,xiOCim" I- (1) ,rcwrtrlel Dr scRrcc 1000; E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANIC . LGIFS: �oM TRACKS AT TOP t PANEI.YAiE PLUS OR ID• LONG (1). DEFINITION OF SERIES ID00�, E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANG, • ,7JAT BOTTOM W/ PANISLNTES Cent. TRACKS TOP E` BOTTOM, (2). ENO PANELS S/eMl ALWAYEND S BE CONNECTED TO SILL Yallll BY MEANS Of PAIELMAtES pl, IF usCO J�1nY_w tS' LONG TpACK AT�� PANEIs (2) D PANELS SMALL KwAY9 � COtW1EC1ED lO BORON TRACK OTHERWISE A S70P BAR SHKL BE CONNECTID TO Q7 'Rln/ Y�/N4U'IP1BSC�gEw/4 AAMPP/E7 �7 ]2' (� 51NLL BE PROVIDED AT TOP OF SUCH PANELS. WING NUT OR 1/1•e-10Y3 Y YafO T 0 AS (S). If END PANELS ARE CONNECTED TO BORON TRACK. CONNECTION SHALL CONSIST Of DESCRIBED ON fgTE (J) ,/a`•-z0a/a' MS w/ T/B•dJ/Sx• r,IIG /ATt OR ,/a•-3 a' MM. 111f0 TMPEO BOTTOM IRAUC LOCATgN OF FASTENERS MAY BAT EITHER OF TWO (J). FOR CASE WHEN ENO PANELS ARE USE ,IpNf1Y w/ 15• LONG (21 AT E)TIFNOR FLIT FLANGES OF END PANEL BU7 END PANELS ARE NOT COfR/EC7ID TO BOTTOM iRACK�, STOP BAR (a). IN USE THAT [NO PANELS AM NOT C01g1ECRD TO BOTTOM TRACK NJ =H''LL BE PROVIDED AT TOP OF PANELS. (in. A STOP BAR M. FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY S ONLY 176fD AT TOP At LEAST 7w'0 PANELS SIIa11 K CONNECTED TO BOTTOM TRACK MOUNTED TO E1tKr1N0 SILL WALL NUNS OF PANh,N1E3. OME IIIERIOR PANEL 1131H0 SPECS I710K'A ON NOTE (]) ABOVE N SUCH CASE CONNECipN Of PANELS MAY BE USED JpMIY 1Y/ TRACK AT BOTFOM ATTKYIMq BOTT011 ABACK TO wLLt TO BOTTOM TRACK lN7 OCCUR AT ANY PANEL LOCATION. w( Two PANF�,1MiEs iMlOwP/C silOwN ON E11VA710N A11D w� (S). SEE SECTION ,'. 3' k •' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. u". EDGE MBTANCE. FOR THIS CASE, INTERIOR PNIEI. L)SEA JtTB(Elr W/ � pb(S OMNIIINNN, NOT NEED t0 BE CONNECTED 70 (TIR)E BY ANY MEANS. TRACK (B31]T fH„LL ME7al[D A. TI sIx31 THAT A4NCpIT PANELS LEFT a RICM slx a PANEL) HAVE 1EP....,.�j✓ ,>RBI ovE«LJws RETAINED BY 3� J,CENS ''•� FLORIDA BUR.OING CODE h Velocilly Nurr,wlre Zone � ' • N0.4 167 20 GAGE GALVANI2ED STEEL STORM PANEL n. ORAL PROTECTION PRODUCTS, I.I.C. �'�'•. F P :-r li. E �. O INc. .IIo v e, muEY y0,(F • LQ 10 G•�1- P• nw w. o•. s Rlr. n now (+aglEeKiw ii' 20- T 7B �YI MfON L`u/uII'PE' NaIWRIATaRvoAw ra cAA aoN71� PL ,s- ,r, •• w•• RMIR•M r aAwwW-; , - alm n or EE POURED CONCRETE POURED Olt CONCRETE Olt REQUIRED alouimm PLUS W/ J WASHECONCRETE -POURED CONCRETE On OR WALL MOUNTING INSTALLATION SECTION 3111 R INSTALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ _.. t[a• TAPCON NIC110RS 111• TNrC'ON ANUggC � e• O.C. i • 9' O.G. KOC1C, 1 ; R[I�TC IIKDCN 1 1/1. � 1 t/a• • I \ o •IIw aM o I ,Isr NO � P 1 I I :. ,�.. fly"-__ �� ,'•- ��'-;_i-_�_-_-- { rL I 1^4rp�4q I] I PANC,J41re PLUS M/' ! yt0•"ANCI�TE Y .... ._ .._1 3/32' WING, NUT WASHER� 7 NUT � • I ,/•' O.C. (BEYOND) DONtlI[IE BLOCK ......: CONCRETE BLOCK REONIIED RE0IMED 1IfEiLL_1141ISilurdeLLAIIQM !s 0 SAFETY u ANEW SCALE 3/e'-1• -0WIIN+NNIMA„• SCALE 3/e'-1^ PLUS ffi ,IN/li If . >p roR ANCHOR!, TYPE . 7EIc �TyOO, +illukk SPACW04 O faR •wrAUARaa INro roo d rRAL[ rzLDew we. NOIO errA• ) ) NNW/ ANFatp1 frRFAw wO /I,NwAM mN rAlla owARE •dGt[D ON V•I ) •1•M 11•IN,O ecllmuA IN EA LOW r1IIN IwIGOLD ON ) ,n eLTnA1 AIDIICi AI,01a11 tewrw M ,•A,rLrwe SPACING •,aRM ON tXNpA[ A7111 e0. ReN ve1= IM.7•II eY M fO11awI• IAC7aRl; FU11 THIS � OI'GrION 10 N FOS91RL Imlxm alwnllo oBD•Ra w•w rrna aNrL NOT K ,m 7ww MIwIW fMC•aC IW,DIRD no vACN AMONOR Tm ow TNr owlmAAt )1 - Hurricane U.C. mm OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII 1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i', DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE. FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED, FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS. ,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10 SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE Si BE AS MENTIONED N e.t) Alw N 19.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI( I1000 FRAM( BUILDINGS. 2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL }. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH. PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1 3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING 1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE P[RNff rs APPLIED TO. INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN. S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[ M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D. a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY. (.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF 7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY. e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED. 50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦ (e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL •. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED L BE RESPONSIBLE FOR iNE PROPER 10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL (A) ID FxtSTBC 1Numrn rn,r•wrrr (•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of - 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R. - ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.) It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN - /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING. (Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox. A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[ FEMALE ID ! PANCLMAIE PLUS. A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0 ANY FMeAt MATERIAL SINLL eE PERMITTED. t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•' %rt0 ANC"DAS, Fjl A Tf( w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l FLOOR, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'� BE AS ME'N11N[D IN A.,) AND M Ax). (e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 ' - 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC. FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone) - 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP. - /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY, PRODUCTS (Ym-2071 p.•.i.) - ��w�A I� LTE C O—,N�. PRDTEc'noN mown, .E/N,nwe .ew Il !1 snu* • / t>v t" IAr• R w,. PN•( DME. a )a,• 20-17B tw w,r . ti : al,l w,•rw (•I.l•I•->e.e< FAA IEI.IIe•-e7n It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-: wALTOI A 1,YI1 i.. PL iP INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM N rR7 n Y i so IT 1 toll wmu R TioTo SmALE r -rat PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK ONE n� o' �• 4 6 4 a` �r ru ac MQ! ,, � C.`ao'8.N � . .�� aMIPIDE � '�. y .Gd^ • ;' lo,F,m .. ! E:iw a � I I 5 � ��--\t � •, =Smaw � 8 • )NE ,rDo waA7 16 ova r ao>Na� MNEa "1'M• 7J . • y�rMn• 7 �, --- - I , V+r AAw. Ter 1 1 1 I 1 1 I b + ONme 14, » a SHUT i vr.-avr , •Y- r I'OR Nn. , , ••M I L^ O.W1tM I I r 1 1 C Iw,awo a a--1 i M�,.plet.N.• woo r, y '^' • ,nr^ .rI MN a wu,RANi o� m,7/.• m OO �rrol E�M�� / NOIY I Ioo�i F / mW a a�nwrmMA"rJ �, Nee ar NaM , Lnan - tNm w) • , LJ � _- WALL AND DIRECT 110UMTING INST. W mNR,00 _ SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST. SCALE 3/8-1• I g SECTION 3 F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1' 8 Irmr,y,�r,„,t �° KgROOR4 Fa„ 4 e E . R.a , E v � wA� , aao•aei4M w 1'�iPawa �api eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs � Na. 44167 - Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone) ItAT a•ra "'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA. 9� .• aRr•M IF MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw. BGLL• t/Y . t' VIEW aN I�NC Nr0 f.El el t11QT Ow1w75K rA�,c� pa.),N-•nT 20-176 d-o00E71• �p 11i. P;. fUt/p•NRIAW/aM[ wa1G w i.. Pl. '>- or N Cn CD CU 2 N a)�- 0 O C cv -0 a- O O O Q 0 O z z w J c C N N N O � ? W 1 ti V n V n.E� O s c cv t T c� N -C [n X N C L.L Q_ N yp cc N 3 J Cu 'c a> o- � a, > o w c a, v _ 4 � 3 � V Cu _ � c a Cn CU C 1= O p„ U 0CL W i O U Q U '� Bl � V , W Q = Z Z Q J W SHEET N0. IS 1.2 iNSTALeTION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/1' TAPCON A/ICNp16 1 1• TAPCON ANealp6 _11' TAIN:ON ANCHORS • r D.C. O.C. - • r O.C. CONCRER ? POIRIm coNG1ETE � POURED COIICIKIE. � BLOCK REQUIRED� 1 SLOCK 1 BOIIi.00K R[OUMFD I 1 ED. E0.1 � \ Mo• I , ,APMMMIM M � I M irwl"YI A I � Ma tOArlr• N I i .� _ I IX6Tq� ' � ,/Y�-xe.,• {[fir - � 1 ' y1 ,Hti-.)e.r 1A,1.' f � . r I EIOI• CEO � E.0• j � 1 CONCRETE BLOREOUIREDwoumm WALL CK Q_ ..I__._._ 1 !,/2' - i. NMi)TS tw SMER ' 1 r•'P-20w.3(s"bs. ILL.ILL.w/ . - / / - �a]/Jx wNo NUT WASHER ]/]2• OWING NUT ' � �/ J/$' WIND d. (BEYOND) • 12 t �f I .i /7 ',....5 1 1/2*TTYY' O.0 1/x' O.C. _. 1 1' TAPCON e^+O.C. In WISHER (•EVONp) ..__ / I •' TAPCON ANGIgRb 1 1' TAPCON MIC110Ra l.TAPCON ANii3ORS / 1 (SfABxIlEO W/ aTllo) (srAolwleo W/ STUD) • 1 ,/2' O.C. --EOUKD CONCRETE OR OR CCONCREIC BLOCK OR coNlSlEre BLOCK ..._.OR CONCRETE BLOCK REOUIRm SECTION I aISnlALL�AI1ON WALL� REDURM >dALL.YQIRQIN �.$ER{I�F�!!EL e u ea�tiP3aAlE1 LB ]AIIEI I L1'AtlE1 sruE 3ro'-1• sn'u Sro'-+' sra1LE ]/B'-,' SCALE ]/a'-,- wear „eB ,/••• III r•n ,.. fp FOR A,rxaale ,rra a •rm. aFRo.O FOR IIWTAIIaWNI ,Mlo rood rRww auJwa W.. MF•OII 1•ror O,J a IIIIIAIM ANCHOR tewLTNm AND IwWY oRo,r a•) 7 mac o•TANu AN warwTm ON THIS •R,W IlRI•," _ eUia,llE 1'OR [A 1)>b 11aAN •wFJ11m ON "-I 04-.r Y •O a aDtD1Al RIXITE ANCHOR aPAFJw H M1R/eiYNG uGAww LlOwll 11N t10fO,At wllll to INK on" IBCIOR K M 10LLOIIIR: fACNa. FOR 7N3 I I is aPONmI TO K raeeat REDIICFO_- 9P„L11C OeTAMa9 IIIIII FACTOR SMALL MOT _..... N IA[ THAN IIIIeRN IPAC•E Iwlalrm- rOR EACH AIKIOR 1rAt ON THIS f01aOIAC POR CONCRETE 001 CONCRETE CONCRETE OURED REQUIREDMee r No saw, NO CLASS 1A N ,/1'I TAPCON • r O.C. -" w/t 1 MIN. 7/NIfADEp TK711 AT MOOD HEADER Nk apMll•N To ,RAa pH eO,LpAE ... M a11Qr 4) � GLASS ' i i I WOORAW D i 1' Me.. PANEL LENGTH (SCE NOTE 1 BELOW) WOOD HtAuL' \ ':,�'• > ]/]2' WNO NUT 2'.{' FILL. RiW✓M[D MASHER • e I/.' O.L. /11-10 PANEUNre uw. iNRUpEO P�Tlpl AT IpOwIPT11 or Pure SCALE 3/e•-1• r� 1. INSTALUIgNb ARE ONLY VALID F'OR •laORIDS WITH AS.O. DESIGN 1aA05 UP TO +SS-S. -72.0 PSF AND PANEL'S tENCRI UP TO •'-B•. 2. FOR NEW wow FRAME CO/nTR,IcitoN: HOOD IACIIaERs TO RE wuT1,ERN NNE No. 2, w/ SPECIFIC OF]Kffr of oea OR EDINL , i .; _..._1/a'• TAPCON O a' O.C. /1 1 WN. T/M[ADEO ' � I HEADER 1 I/1. i NIR evwww To e1Ae (e,X tlra,muE poSTgK1- m ON Wl,q ,XAss I ; PANEL LENGTH ,/a••-IAf r(SEE Hare , eaow) a//sBB Ms w/ • - - WIIe•NUTJ�• .i hU � 6 i I � 0 CO e- t�o. 2RE�MAR[Olp _1 J/(T WING NVT }- WA911ER • BETVA PLAT0 RIM IMPANEL SCALE 3/8--l- E 10 PAiI[1aN7E • e ,/•• O.C. w PfT1ETM//, T/ MIN. iHl1E10fD 110N AT MW'rDTN OF NYR(COM ENOF D WAR HANDLE FROM THUMBSCREW SUCBY SPACING fTG FL H WIT ER SUCH 7'/24 (aII Nort a IIDOr) 1'/24 4'/24 y e1 �' 0.0 (SEE Mort 7 NIAlO ]• ya 2'/24 1 •/2104 4 NOrt) IOaO 1�••� �'1 FOR OOICgE7E Alilf},pO: EQ ^• yy,T_ pp.gETE .IOIORO 3• Me.. OF 3• It)1N,0[ ON WIRT >ac IQ w000 acuw. r- w a I (aa „ORDN[ ON tRRir N) I ,• Mn. i;I.. I NE EECRdw w WRET ). �. ,..,• 7,L3 1/2' -'/7- -_.-'. '/7'"• j --gyp --j -rr-r-Ir, .-..r --,--f,--r -� -•�,-.,,�,� -- SU �N01ET"I; 7T. � lipR W 1L t• U40 PM SEE�(dD :11WOR` T-•-�-• (►;f[I;�;, PNIE:) � 110, I� . •ELDw r 60 Y t' OMIlRwR aR1a1) (RRFR,aR M>qL) (MIOIIOR ' as IRIIE s ], 1 eacr I I Lam► ' + ti. aoxv sa ,lore . ea0r lOi[ 3 I •- 7AfRLWIE RwA) ,' II,. i aLY1m14E dl r4E1 7k I011 ROOD W�1: 1' Yh AAT I31xM OrTIOSh ON W1/x• 1 //!•ATL GAD PNICl5�T1011 fE[ aEC,l01wSHIM ri MRCg1011 �M°rt) , 0) OR ©R/ a r/o@ • Q usr PwtE ETI To eE NSTNuo AT Era, • LAST PANEL TO Be MSIAUID AT [Aql OPOWYC •w7 awAr3 eE IWOaOED r TYPICAL ELEVATI TO K TYPICAL ELEVATION FOR SFnIEOPENING S 2000 ��� ALWAYS BE ro FACILITATE � T,o(, � � INSTALLEDA ilo� E-Z HANG STORY PANEL (U SYSTEM ,Nsce of s,Ruc,A„c - .awe 3/3Y - ,• .D%a 1 SECTION B-B S•i`O1pM1O.reANo,xiOCim" I- (1) ,rcwrtrlel Dr scRrcc 1000; E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANIC . LGIFS: �oM TRACKS AT TOP t PANEI.YAiE PLUS OR ID• LONG (1). DEFINITION OF SERIES ID00�, E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANG, • ,7JAT BOTTOM W/ PANISLNTES Cent. TRACKS TOP E` BOTTOM, (2). ENO PANELS S/eMl ALWAYEND S BE CONNECTED TO SILL Yallll BY MEANS Of PAIELMAtES pl, IF usCO J�1nY_w tS' LONG TpACK AT�� PANEIs (2) D PANELS SMALL KwAY9 � COtW1EC1ED lO BORON TRACK OTHERWISE A S70P BAR SHKL BE CONNECTID TO Q7 'Rln/ Y�/N4U'IP1BSC�gEw/4 AAMPP/E7 �7 ]2' (� 51NLL BE PROVIDED AT TOP OF SUCH PANELS. WING NUT OR 1/1•e-10Y3 Y YafO T 0 AS (S). If END PANELS ARE CONNECTED TO BORON TRACK. CONNECTION SHALL CONSIST Of DESCRIBED ON fgTE (J) ,/a`•-z0a/a' MS w/ T/B•dJ/Sx• r,IIG /ATt OR ,/a•-3 a' MM. 111f0 TMPEO BOTTOM IRAUC LOCATgN OF FASTENERS MAY BAT EITHER OF TWO (J). FOR CASE WHEN ENO PANELS ARE USE ,IpNf1Y w/ 15• LONG (21 AT E)TIFNOR FLIT FLANGES OF END PANEL BU7 END PANELS ARE NOT COfR/EC7ID TO BOTTOM iRACK�, STOP BAR (a). IN USE THAT [NO PANELS AM NOT C01g1ECRD TO BOTTOM TRACK NJ =H''LL BE PROVIDED AT TOP OF PANELS. (in. A STOP BAR M. FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY S ONLY 176fD AT TOP At LEAST 7w'0 PANELS SIIa11 K CONNECTED TO BOTTOM TRACK MOUNTED TO E1tKr1N0 SILL WALL NUNS OF PANh,N1E3. OME IIIERIOR PANEL 1131H0 SPECS I710K'A ON NOTE (]) ABOVE N SUCH CASE CONNECipN Of PANELS MAY BE USED JpMIY 1Y/ TRACK AT BOTFOM ATTKYIMq BOTT011 ABACK TO wLLt TO BOTTOM TRACK lN7 OCCUR AT ANY PANEL LOCATION. w( Two PANF�,1MiEs iMlOwP/C silOwN ON E11VA710N A11D w� (S). SEE SECTION ,'. 3' k •' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. u". EDGE MBTANCE. FOR THIS CASE, INTERIOR PNIEI. L)SEA JtTB(Elr W/ � pb(S OMNIIINNN, NOT NEED t0 BE CONNECTED 70 (TIR)E BY ANY MEANS. TRACK (B31]T fH„LL ME7al[D A. TI sIx31 THAT A4NCpIT PANELS LEFT a RICM slx a PANEL) HAVE 1EP....,.�j✓ ,>RBI ovE«LJws RETAINED BY 3� J,CENS ''•� FLORIDA BUR.OING CODE h Velocilly Nurr,wlre Zone � ' • N0.4 167 20 GAGE GALVANI2ED STEEL STORM PANEL n. ORAL PROTECTION PRODUCTS, I.I.C. �'�'•. F P :-r li. E �. O INc. .IIo v e, muEY y0,(F • LQ 10 G•�1- P• nw w. o•. s Rlr. n now (+aglEeKiw ii' 20- T 7B �YI MfON L`u/uII'PE' NaIWRIATaRvoAw ra cAA aoN71� PL ,s- ,r, •• w•• RMIR•M r aAwwW-; , - alm n or EE POURED CONCRETE POURED Olt CONCRETE Olt REQUIRED alouimm PLUS W/ J WASHECONCRETE -POURED CONCRETE On OR WALL MOUNTING INSTALLATION SECTION 3111 R INSTALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ _.. t[a• TAPCON NIC110RS 111• TNrC'ON ANUggC � e• O.C. i • 9' O.G. KOC1C, 1 ; R[I�TC IIKDCN 1 1/1. � 1 t/a• • I \ o •IIw aM o I ,Isr NO � P 1 I I :. ,�.. fly"-__ �� ,'•- ��'-;_i-_�_-_-- { rL I 1^4rp�4q I] I PANC,J41re PLUS M/' ! yt0•"ANCI�TE Y .... ._ .._1 3/32' WING, NUT WASHER� 7 NUT � • I ,/•' O.C. (BEYOND) DONtlI[IE BLOCK ......: CONCRETE BLOCK REONIIED RE0IMED 1IfEiLL_1141ISilurdeLLAIIQM !s 0 SAFETY u ANEW SCALE 3/e'-1• -0WIIN+NNIMA„• SCALE 3/e'-1^ PLUS ffi ,IN/li If . >p roR ANCHOR!, TYPE . 7EIc �TyOO, +illukk SPACW04 O faR •wrAUARaa INro roo d rRAL[ rzLDew we. NOIO errA• ) ) NNW/ ANFatp1 frRFAw wO /I,NwAM mN rAlla owARE •dGt[D ON V•I ) •1•M 11•IN,O ecllmuA IN EA LOW r1IIN IwIGOLD ON ) ,n eLTnA1 AIDIICi AI,01a11 tewrw M ,•A,rLrwe SPACING •,aRM ON tXNpA[ A7111 e0. ReN ve1= IM.7•II eY M fO11awI• IAC7aRl; FU11 THIS � OI'GrION 10 N FOS91RL Imlxm alwnllo oBD•Ra w•w rrna aNrL NOT K ,m 7ww MIwIW fMC•aC IW,DIRD no vACN AMONOR Tm ow TNr owlmAAt )1 - Hurricane U.C. mm OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII 1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i', DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE. FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED, FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS. ,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10 SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE Si BE AS MENTIONED N e.t) Alw N 19.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI( I1000 FRAM( BUILDINGS. 2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL }. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH. PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1 3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING 1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE P[RNff rs APPLIED TO. INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN. S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[ M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D. a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY. (.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF 7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY. e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED. 50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦ (e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL •. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED L BE RESPONSIBLE FOR iNE PROPER 10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL (A) ID FxtSTBC 1Numrn rn,r•wrrr (•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of - 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R. - ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.) It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN - /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING. (Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox. A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[ FEMALE ID ! PANCLMAIE PLUS. A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0 ANY FMeAt MATERIAL SINLL eE PERMITTED. t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•' %rt0 ANC"DAS, Fjl A Tf( w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l FLOOR, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'� BE AS ME'N11N[D IN A.,) AND M Ax). (e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 ' - 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC. FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone) - 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP. - /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY, PRODUCTS (Ym-2071 p.•.i.) - ��w�A I� LTE C O—,N�. PRDTEc'noN mown, .E/N,nwe .ew Il !1 snu* • / t>v t" IAr• R w,. PN•( DME. a )a,• 20-17B tw w,r . ti : al,l w,•rw (•I.l•I•->e.e< FAA IEI.IIe•-e7n It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-: wALTOI A 1,YI1 i.. PL iP INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM N rR7 n Y i so IT 1 toll wmu R TioTo SmALE r -rat PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK ONE n� o' �• 4 6 4 a` �r ru ac MQ! ,, � C.`ao'8.N � . .�� aMIPIDE � '�. y .Gd^ • ;' lo,F,m .. ! E:iw a � I I 5 � ��--\t � •, =Smaw � 8 • )NE ,rDo waA7 16 ova r ao>Na� MNEa "1'M• 7J . • y�rMn• 7 �, --- - I , V+r AAw. Ter 1 1 1 I 1 1 I b + ONme 14, » a SHUT i vr.-avr , •Y- r I'OR Nn. , , ••M I L^ O.W1tM I I r 1 1 C Iw,awo a a--1 i M�,.plet.N.• woo r, y '^' • ,nr^ .rI MN a wu,RANi o� m,7/.• m OO �rrol E�M�� / NOIY I Ioo�i F / mW a a�nwrmMA"rJ �, Nee ar NaM , Lnan - tNm w) • , LJ � _- WALL AND DIRECT 110UMTING INST. W mNR,00 _ SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST. SCALE 3/8-1• I g SECTION 3 F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1' 8 Irmr,y,�r,„,t �° KgROOR4 Fa„ 4 e E . R.a , E v � wA� , aao•aei4M w 1'�iPawa �api eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs � Na. 44167 - Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone) ItAT a•ra "'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA. 9� .• aRr•M IF MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw. BGLL• t/Y . t' VIEW aN I�NC Nr0 f.El el t11QT Ow1w75K rA�,c� pa.),N-•nT 20-176 d-o00E71• �p 11i. P;. fUt/p•NRIAW/aM[ wa1G w i.. Pl. '>- or N Cn CD CU 2 N a)�- 0 O C cv -0 a- O O O Q 0 O z z w J c C N N N O � ? W 1 ti V n V n.E� O s c cv t T c� N -C [n X N C L.L Q_ N yp cc N 3 J Cu 'c a> o- � a, > o w c a, v _ 4 � 3 � V Cu _ � c a Cn CU C 1= O p„ U 0CL W i O U Q U '� Bl � V , W Q = Z Z Q J W SHEET N0. IS 1.2 wear „eB ,/••• III r•n ,.. fp FOR A,rxaale ,rra a •rm. aFRo.O FOR IIWTAIIaWNI ,Mlo rood rRww auJwa W.. MF•OII 1•ror O,J a IIIIIAIM ANCHOR tewLTNm AND IwWY oRo,r a•) 7 mac o•TANu AN warwTm ON THIS •R,W IlRI•," _ eUia,llE 1'OR [A 1)>b 11aAN •wFJ11m ON "-I 04-.r Y •O a aDtD1Al RIXITE ANCHOR aPAFJw H M1R/eiYNG uGAww LlOwll 11N t10fO,At wllll to INK on" IBCIOR K M 10LLOIIIR: fACNa. FOR 7N3 I I is aPONmI TO K raeeat REDIICFO_- 9P„L11C OeTAMa9 IIIIII FACTOR SMALL MOT _..... N IA[ THAN IIIIeRN IPAC•E Iwlalrm- rOR EACH AIKIOR 1rAt ON THIS f01aOIAC POR CONCRETE 001 CONCRETE CONCRETE OURED REQUIREDMee r No saw, NO CLASS 1A N ,/1'I TAPCON • r O.C. -" w/t 1 MIN. 7/NIfADEp TK711 AT MOOD HEADER Nk apMll•N To ,RAa pH eO,LpAE ... M a11Qr 4) � GLASS ' i i I WOORAW D i 1' Me.. PANEL LENGTH (SCE NOTE 1 BELOW) WOOD HtAuL' \ ':,�'• > ]/]2' WNO NUT 2'.{' FILL. RiW✓M[D MASHER • e I/.' O.L. /11-10 PANEUNre uw. iNRUpEO P�Tlpl AT IpOwIPT11 or Pure SCALE 3/e•-1• r� 1. INSTALUIgNb ARE ONLY VALID F'OR •laORIDS WITH AS.O. DESIGN 1aA05 UP TO +SS-S. -72.0 PSF AND PANEL'S tENCRI UP TO •'-B•. 2. FOR NEW wow FRAME CO/nTR,IcitoN: HOOD IACIIaERs TO RE wuT1,ERN NNE No. 2, w/ SPECIFIC OF]Kffr of oea OR EDINL , i .; _..._1/a'• TAPCON O a' O.C. /1 1 WN. T/M[ADEO ' � I HEADER 1 I/1. i NIR evwww To e1Ae (e,X tlra,muE poSTgK1- m ON Wl,q ,XAss I ; PANEL LENGTH ,/a••-IAf r(SEE Hare , eaow) a//sBB Ms w/ • - - WIIe•NUTJ�• .i hU � 6 i I � 0 CO e- t�o. 2RE�MAR[Olp _1 J/(T WING NVT }- WA911ER • BETVA PLAT0 RIM IMPANEL SCALE 3/8--l- E 10 PAiI[1aN7E • e ,/•• O.C. w PfT1ETM//, T/ MIN. iHl1E10fD 110N AT MW'rDTN OF NYR(COM ENOF D WAR HANDLE FROM THUMBSCREW SUCBY SPACING fTG FL H WIT ER SUCH 7'/24 (aII Nort a IIDOr) 1'/24 4'/24 y e1 �' 0.0 (SEE Mort 7 NIAlO ]• ya 2'/24 1 •/2104 4 NOrt) IOaO 1�••� �'1 FOR OOICgE7E Alilf},pO: EQ ^• yy,T_ pp.gETE .IOIORO 3• Me.. OF 3• It)1N,0[ ON WIRT >ac IQ w000 acuw. r- w a I (aa „ORDN[ ON tRRir N) I ,• Mn. i;I.. I NE EECRdw w WRET ). �. ,..,• 7,L3 1/2' -'/7- -_.-'. '/7'"• j --gyp --j -rr-r-Ir, .-..r --,--f,--r -� -•�,-.,,�,� -- SU �N01ET"I; 7T. � lipR W 1L t• U40 PM SEE�(dD :11WOR` T-•-�-• (►;f[I;�;, PNIE:) � 110, I� . •ELDw r 60 Y t' OMIlRwR aR1a1) (RRFR,aR M>qL) (MIOIIOR ' as IRIIE s ], 1 eacr I I Lam► ' + ti. aoxv sa ,lore . ea0r lOi[ 3 I •- 7AfRLWIE RwA) ,' II,. i aLY1m14E dl r4E1 7k I011 ROOD W�1: 1' Yh AAT I31xM OrTIOSh ON W1/x• 1 //!•ATL GAD PNICl5�T1011 fE[ aEC,l01wSHIM ri MRCg1011 �M°rt) , 0) OR ©R/ a r/o@ • Q usr PwtE ETI To eE NSTNuo AT Era, • LAST PANEL TO Be MSIAUID AT [Aql OPOWYC •w7 awAr3 eE IWOaOED r TYPICAL ELEVATI TO K TYPICAL ELEVATION FOR SFnIEOPENING S 2000 ��� ALWAYS BE ro FACILITATE � T,o(, � � INSTALLEDA ilo� E-Z HANG STORY PANEL (U SYSTEM ,Nsce of s,Ruc,A„c - .awe 3/3Y - ,• .D%a 1 SECTION B-B S•i`O1pM1O.reANo,xiOCim" I- (1) ,rcwrtrlel Dr scRrcc 1000; E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANIC . LGIFS: �oM TRACKS AT TOP t PANEI.YAiE PLUS OR ID• LONG (1). DEFINITION OF SERIES ID00�, E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANG, • ,7JAT BOTTOM W/ PANISLNTES Cent. TRACKS TOP E` BOTTOM, (2). ENO PANELS S/eMl ALWAYEND S BE CONNECTED TO SILL Yallll BY MEANS Of PAIELMAtES pl, IF usCO J�1nY_w tS' LONG TpACK AT�� PANEIs (2) D PANELS SMALL KwAY9 � COtW1EC1ED lO BORON TRACK OTHERWISE A S70P BAR SHKL BE CONNECTID TO Q7 'Rln/ Y�/N4U'IP1BSC�gEw/4 AAMPP/E7 �7 ]2' (� 51NLL BE PROVIDED AT TOP OF SUCH PANELS. WING NUT OR 1/1•e-10Y3 Y YafO T 0 AS (S). If END PANELS ARE CONNECTED TO BORON TRACK. CONNECTION SHALL CONSIST Of DESCRIBED ON fgTE (J) ,/a`•-z0a/a' MS w/ T/B•dJ/Sx• r,IIG /ATt OR ,/a•-3 a' MM. 111f0 TMPEO BOTTOM IRAUC LOCATgN OF FASTENERS MAY BAT EITHER OF TWO (J). FOR CASE WHEN ENO PANELS ARE USE ,IpNf1Y w/ 15• LONG (21 AT E)TIFNOR FLIT FLANGES OF END PANEL BU7 END PANELS ARE NOT COfR/EC7ID TO BOTTOM iRACK�, STOP BAR (a). IN USE THAT [NO PANELS AM NOT C01g1ECRD TO BOTTOM TRACK NJ =H''LL BE PROVIDED AT TOP OF PANELS. (in. A STOP BAR M. FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY S ONLY 176fD AT TOP At LEAST 7w'0 PANELS SIIa11 K CONNECTED TO BOTTOM TRACK MOUNTED TO E1tKr1N0 SILL WALL NUNS OF PANh,N1E3. OME IIIERIOR PANEL 1131H0 SPECS I710K'A ON NOTE (]) ABOVE N SUCH CASE CONNECipN Of PANELS MAY BE USED JpMIY 1Y/ TRACK AT BOTFOM ATTKYIMq BOTT011 ABACK TO wLLt TO BOTTOM TRACK lN7 OCCUR AT ANY PANEL LOCATION. w( Two PANF�,1MiEs iMlOwP/C silOwN ON E11VA710N A11D w� (S). SEE SECTION ,'. 3' k •' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. u". EDGE MBTANCE. FOR THIS CASE, INTERIOR PNIEI. L)SEA JtTB(Elr W/ � pb(S OMNIIINNN, NOT NEED t0 BE CONNECTED 70 (TIR)E BY ANY MEANS. TRACK (B31]T fH„LL ME7al[D A. TI sIx31 THAT A4NCpIT PANELS LEFT a RICM slx a PANEL) HAVE 1EP....,.�j✓ ,>RBI ovE«LJws RETAINED BY 3� J,CENS ''•� FLORIDA BUR.OING CODE h Velocilly Nurr,wlre Zone � ' • N0.4 167 20 GAGE GALVANI2ED STEEL STORM PANEL n. ORAL PROTECTION PRODUCTS, I.I.C. �'�'•. F P :-r li. E �. O INc. .IIo v e, muEY y0,(F • LQ 10 G•�1- P• nw w. o•. s Rlr. n now (+aglEeKiw ii' 20- T 7B �YI MfON L`u/uII'PE' NaIWRIATaRvoAw ra cAA aoN71� PL ,s- ,r, •• w•• RMIR•M r aAwwW-; , - alm n or EE POURED CONCRETE POURED Olt CONCRETE Olt REQUIRED alouimm PLUS W/ J WASHECONCRETE -POURED CONCRETE On OR WALL MOUNTING INSTALLATION SECTION 3111 R INSTALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ _.. t[a• TAPCON NIC110RS 111• TNrC'ON ANUggC � e• O.C. i • 9' O.G. KOC1C, 1 ; R[I�TC IIKDCN 1 1/1. � 1 t/a• • I \ o •IIw aM o I ,Isr NO � P 1 I I :. ,�.. fly"-__ �� ,'•- ��'-;_i-_�_-_-- { rL I 1^4rp�4q I] I PANC,J41re PLUS M/' ! yt0•"ANCI�TE Y .... ._ .._1 3/32' WING, NUT WASHER� 7 NUT � • I ,/•' O.C. (BEYOND) DONtlI[IE BLOCK ......: CONCRETE BLOCK REONIIED RE0IMED 1IfEiLL_1141ISilurdeLLAIIQM !s 0 SAFETY u ANEW SCALE 3/e'-1• -0WIIN+NNIMA„• SCALE 3/e'-1^ PLUS ffi ,IN/li If . >p roR ANCHOR!, TYPE . 7EIc �TyOO, +illukk SPACW04 O faR •wrAUARaa INro roo d rRAL[ rzLDew we. NOIO errA• ) ) NNW/ ANFatp1 frRFAw wO /I,NwAM mN rAlla owARE •dGt[D ON V•I ) •1•M 11•IN,O ecllmuA IN EA LOW r1IIN IwIGOLD ON ) ,n eLTnA1 AIDIICi AI,01a11 tewrw M ,•A,rLrwe SPACING •,aRM ON tXNpA[ A7111 e0. ReN ve1= IM.7•II eY M fO11awI• IAC7aRl; FU11 THIS � OI'GrION 10 N FOS91RL Imlxm alwnllo oBD•Ra w•w rrna aNrL NOT K ,m 7ww MIwIW fMC•aC IW,DIRD no vACN AMONOR Tm ow TNr owlmAAt )1 - Hurricane U.C. mm OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII 1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i', DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE. FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED, FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS. ,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10 SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE Si BE AS MENTIONED N e.t) Alw N 19.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI( I1000 FRAM( BUILDINGS. 2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL }. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH. PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1 3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING 1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE P[RNff rs APPLIED TO. INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN. S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[ M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D. a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY. (.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF 7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY. e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED. 50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦ (e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL •. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED L BE RESPONSIBLE FOR iNE PROPER 10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL (A) ID FxtSTBC 1Numrn rn,r•wrrr (•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of - 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R. - ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.) It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN - /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING. (Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox. A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[ FEMALE ID ! PANCLMAIE PLUS. A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0 ANY FMeAt MATERIAL SINLL eE PERMITTED. t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•' %rt0 ANC"DAS, Fjl A Tf( w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l FLOOR, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'� BE AS ME'N11N[D IN A.,) AND M Ax). (e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 ' - 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC. FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone) - 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP. - /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY, PRODUCTS (Ym-2071 p.•.i.) - ��w�A I� LTE C O—,N�. PRDTEc'noN mown, .E/N,nwe .ew Il !1 snu* • / t>v t" IAr• R w,. PN•( DME. a )a,• 20-17B tw w,r . ti : al,l w,•rw (•I.l•I•->e.e< FAA IEI.IIe•-e7n It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-: wALTOI A 1,YI1 i.. PL iP INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM N rR7 n Y i so IT 1 toll wmu R TioTo SmALE r -rat PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK ONE n� o' �• 4 6 4 a` �r ru ac MQ! ,, � C.`ao'8.N � . .�� aMIPIDE � '�. y .Gd^ • ;' lo,F,m .. ! E:iw a � I I 5 � ��--\t � •, =Smaw � 8 • )NE ,rDo waA7 16 ova r ao>Na� MNEa "1'M• 7J . • y�rMn• 7 �, --- - I , V+r AAw. Ter 1 1 1 I 1 1 I b + ONme 14, » a SHUT i vr.-avr , •Y- r I'OR Nn. , , ••M I L^ O.W1tM I I r 1 1 C Iw,awo a a--1 i M�,.plet.N.• woo r, y '^' • ,nr^ .rI MN a wu,RANi o� m,7/.• m OO �rrol E�M�� / NOIY I Ioo�i F / mW a a�nwrmMA"rJ �, Nee ar NaM , Lnan - tNm w) • , LJ � _- WALL AND DIRECT 110UMTING INST. W mNR,00 _ SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST. SCALE 3/8-1• I g SECTION 3 F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1' 8 Irmr,y,�r,„,t �° KgROOR4 Fa„ 4 e E . R.a , E v � wA� , aao•aei4M w 1'�iPawa �api eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs � Na. 44167 - Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone) ItAT a•ra "'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA. 9� .• aRr•M IF MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw. BGLL• t/Y . t' VIEW aN I�NC Nr0 f.El el t11QT Ow1w75K rA�,c� pa.),N-•nT 20-176 d-o00E71• �p 11i. P;. fUt/p•NRIAW/aM[ wa1G w i.. Pl. '>- or N Cn CD CU 2 N a)�- 0 O C cv -0 a- O O O Q 0 O z z w J c C N N N O � ? W 1 ti V n V n.E� O s c cv t T c� N -C [n X N C L.L Q_ N yp cc N 3 J Cu 'c a> o- � a, > o w c a, v _ 4 � 3 � V Cu _ � c a Cn CU C 1= O p„ U 0CL W i O U Q U '� Bl � V , W Q = Z Z Q J W SHEET N0. IS 1.2 N ,/1'I TAPCON • r O.C. -" w/t 1 MIN. 7/NIfADEp TK711 AT MOOD HEADER Nk apMll•N To ,RAa pH eO,LpAE ... M a11Qr 4) � GLASS ' i i I WOORAW D i 1' Me.. PANEL LENGTH (SCE NOTE 1 BELOW) WOOD HtAuL' \ ':,�'• > ]/]2' WNO NUT 2'.{' FILL. RiW✓M[D MASHER • e I/.' O.L. /11-10 PANEUNre uw. iNRUpEO P�Tlpl AT IpOwIPT11 or Pure SCALE 3/e•-1• r� 1. INSTALUIgNb ARE ONLY VALID F'OR •laORIDS WITH AS.O. DESIGN 1aA05 UP TO +SS-S. -72.0 PSF AND PANEL'S tENCRI UP TO •'-B•. 2. FOR NEW wow FRAME CO/nTR,IcitoN: HOOD IACIIaERs TO RE wuT1,ERN NNE No. 2, w/ SPECIFIC OF]Kffr of oea OR EDINL , i .; _..._1/a'• TAPCON O a' O.C. /1 1 WN. T/M[ADEO ' � I HEADER 1 I/1. i NIR evwww To e1Ae (e,X tlra,muE poSTgK1- m ON Wl,q ,XAss I ; PANEL LENGTH ,/a••-IAf r(SEE Hare , eaow) a//sBB Ms w/ • - - WIIe•NUTJ�• .i hU � 6 i I � 0 CO e- t�o. 2RE�MAR[Olp _1 J/(T WING NVT }- WA911ER • BETVA PLAT0 RIM IMPANEL SCALE 3/8--l- E 10 PAiI[1aN7E • e ,/•• O.C. w PfT1ETM//, T/ MIN. iHl1E10fD 110N AT MW'rDTN OF NYR(COM ENOF D WAR HANDLE FROM THUMBSCREW SUCBY SPACING fTG FL H WIT ER SUCH 7'/24 (aII Nort a IIDOr) 1'/24 4'/24 y e1 �' 0.0 (SEE Mort 7 NIAlO ]• ya 2'/24 1 •/2104 4 NOrt) IOaO 1�••� �'1 FOR OOICgE7E Alilf},pO: EQ ^• yy,T_ pp.gETE .IOIORO 3• Me.. OF 3• It)1N,0[ ON WIRT >ac IQ w000 acuw. r- w a I (aa „ORDN[ ON tRRir N) I ,• Mn. i;I.. I NE EECRdw w WRET ). �. ,..,• 7,L3 1/2' -'/7- -_.-'. '/7'"• j --gyp --j -rr-r-Ir, .-..r --,--f,--r -� -•�,-.,,�,� -- SU �N01ET"I; 7T. � lipR W 1L t• U40 PM SEE�(dD :11WOR` T-•-�-• (►;f[I;�;, PNIE:) � 110, I� . •ELDw r 60 Y t' OMIlRwR aR1a1) (RRFR,aR M>qL) (MIOIIOR ' as IRIIE s ], 1 eacr I I Lam► ' + ti. aoxv sa ,lore . ea0r lOi[ 3 I •- 7AfRLWIE RwA) ,' II,. i aLY1m14E dl r4E1 7k I011 ROOD W�1: 1' Yh AAT I31xM OrTIOSh ON W1/x• 1 //!•ATL GAD PNICl5�T1011 fE[ aEC,l01wSHIM ri MRCg1011 �M°rt) , 0) OR ©R/ a r/o@ • Q usr PwtE ETI To eE NSTNuo AT Era, • LAST PANEL TO Be MSIAUID AT [Aql OPOWYC •w7 awAr3 eE IWOaOED r TYPICAL ELEVATI TO K TYPICAL ELEVATION FOR SFnIEOPENING S 2000 ��� ALWAYS BE ro FACILITATE � T,o(, � � INSTALLEDA ilo� E-Z HANG STORY PANEL (U SYSTEM ,Nsce of s,Ruc,A„c - .awe 3/3Y - ,• .D%a 1 SECTION B-B S•i`O1pM1O.reANo,xiOCim" I- (1) ,rcwrtrlel Dr scRrcc 1000; E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANIC . LGIFS: �oM TRACKS AT TOP t PANEI.YAiE PLUS OR ID• LONG (1). DEFINITION OF SERIES ID00�, E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANG, • ,7JAT BOTTOM W/ PANISLNTES Cent. TRACKS TOP E` BOTTOM, (2). ENO PANELS S/eMl ALWAYEND S BE CONNECTED TO SILL Yallll BY MEANS Of PAIELMAtES pl, IF usCO J�1nY_w tS' LONG TpACK AT�� PANEIs (2) D PANELS SMALL KwAY9 � COtW1EC1ED lO BORON TRACK OTHERWISE A S70P BAR SHKL BE CONNECTID TO Q7 'Rln/ Y�/N4U'IP1BSC�gEw/4 AAMPP/E7 �7 ]2' (� 51NLL BE PROVIDED AT TOP OF SUCH PANELS. WING NUT OR 1/1•e-10Y3 Y YafO T 0 AS (S). If END PANELS ARE CONNECTED TO BORON TRACK. CONNECTION SHALL CONSIST Of DESCRIBED ON fgTE (J) ,/a`•-z0a/a' MS w/ T/B•dJ/Sx• r,IIG /ATt OR ,/a•-3 a' MM. 111f0 TMPEO BOTTOM IRAUC LOCATgN OF FASTENERS MAY BAT EITHER OF TWO (J). FOR CASE WHEN ENO PANELS ARE USE ,IpNf1Y w/ 15• LONG (21 AT E)TIFNOR FLIT FLANGES OF END PANEL BU7 END PANELS ARE NOT COfR/EC7ID TO BOTTOM iRACK�, STOP BAR (a). IN USE THAT [NO PANELS AM NOT C01g1ECRD TO BOTTOM TRACK NJ =H''LL BE PROVIDED AT TOP OF PANELS. (in. A STOP BAR M. FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY S ONLY 176fD AT TOP At LEAST 7w'0 PANELS SIIa11 K CONNECTED TO BOTTOM TRACK MOUNTED TO E1tKr1N0 SILL WALL NUNS OF PANh,N1E3. OME IIIERIOR PANEL 1131H0 SPECS I710K'A ON NOTE (]) ABOVE N SUCH CASE CONNECipN Of PANELS MAY BE USED JpMIY 1Y/ TRACK AT BOTFOM ATTKYIMq BOTT011 ABACK TO wLLt TO BOTTOM TRACK lN7 OCCUR AT ANY PANEL LOCATION. w( Two PANF�,1MiEs iMlOwP/C silOwN ON E11VA710N A11D w� (S). SEE SECTION ,'. 3' k •' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. u". EDGE MBTANCE. FOR THIS CASE, INTERIOR PNIEI. L)SEA JtTB(Elr W/ � pb(S OMNIIINNN, NOT NEED t0 BE CONNECTED 70 (TIR)E BY ANY MEANS. TRACK (B31]T fH„LL ME7al[D A. TI sIx31 THAT A4NCpIT PANELS LEFT a RICM slx a PANEL) HAVE 1EP....,.�j✓ ,>RBI ovE«LJws RETAINED BY 3� J,CENS ''•� FLORIDA BUR.OING CODE h Velocilly Nurr,wlre Zone � ' • N0.4 167 20 GAGE GALVANI2ED STEEL STORM PANEL n. ORAL PROTECTION PRODUCTS, I.I.C. �'�'•. F P :-r li. E �. O INc. .IIo v e, muEY y0,(F • LQ 10 G•�1- P• nw w. o•. s Rlr. n now (+aglEeKiw ii' 20- T 7B �YI MfON L`u/uII'PE' NaIWRIATaRvoAw ra cAA aoN71� PL ,s- ,r, •• w•• RMIR•M r aAwwW-; , - alm n or EE POURED CONCRETE POURED Olt CONCRETE Olt REQUIRED alouimm PLUS W/ J WASHECONCRETE -POURED CONCRETE On OR WALL MOUNTING INSTALLATION SECTION 3111 R INSTALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ _.. t[a• TAPCON NIC110RS 111• TNrC'ON ANUggC � e• O.C. i • 9' O.G. KOC1C, 1 ; R[I�TC IIKDCN 1 1/1. � 1 t/a• • I \ o •IIw aM o I ,Isr NO � P 1 I I :. ,�.. fly"-__ �� ,'•- ��'-;_i-_�_-_-- { rL I 1^4rp�4q I] I PANC,J41re PLUS M/' ! yt0•"ANCI�TE Y .... ._ .._1 3/32' WING, NUT WASHER� 7 NUT � • I ,/•' O.C. (BEYOND) DONtlI[IE BLOCK ......: CONCRETE BLOCK REONIIED RE0IMED 1IfEiLL_1141ISilurdeLLAIIQM !s 0 SAFETY u ANEW SCALE 3/e'-1• -0WIIN+NNIMA„• SCALE 3/e'-1^ PLUS ffi ,IN/li If . >p roR ANCHOR!, TYPE . 7EIc �TyOO, +illukk SPACW04 O faR •wrAUARaa INro roo d rRAL[ rzLDew we. NOIO errA• ) ) NNW/ ANFatp1 frRFAw wO /I,NwAM mN rAlla owARE •dGt[D ON V•I ) •1•M 11•IN,O ecllmuA IN EA LOW r1IIN IwIGOLD ON ) ,n eLTnA1 AIDIICi AI,01a11 tewrw M ,•A,rLrwe SPACING •,aRM ON tXNpA[ A7111 e0. ReN ve1= IM.7•II eY M fO11awI• IAC7aRl; FU11 THIS � OI'GrION 10 N FOS91RL Imlxm alwnllo oBD•Ra w•w rrna aNrL NOT K ,m 7ww MIwIW fMC•aC IW,DIRD no vACN AMONOR Tm ow TNr owlmAAt )1 - Hurricane U.C. mm OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII 1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i', DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE. FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED, FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS. ,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10 SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE Si BE AS MENTIONED N e.t) Alw N 19.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI( I1000 FRAM( BUILDINGS. 2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL }. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH. PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1 3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING 1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE P[RNff rs APPLIED TO. INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN. S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[ M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D. a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY. (.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF 7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY. e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED. 50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦ (e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL •. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED L BE RESPONSIBLE FOR iNE PROPER 10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL (A) ID FxtSTBC 1Numrn rn,r•wrrr (•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of - 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R. - ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.) It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN - /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING. (Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox. A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[ FEMALE ID ! PANCLMAIE PLUS. A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0 ANY FMeAt MATERIAL SINLL eE PERMITTED. t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•' %rt0 ANC"DAS, Fjl A Tf( w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l FLOOR, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'� BE AS ME'N11N[D IN A.,) AND M Ax). (e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 ' - 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC. FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone) - 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP. - /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY, PRODUCTS (Ym-2071 p.•.i.) - ��w�A I� LTE C O—,N�. PRDTEc'noN mown, .E/N,nwe .ew Il !1 snu* • / t>v t" IAr• R w,. PN•( DME. a )a,• 20-17B tw w,r . ti : al,l w,•rw (•I.l•I•->e.e< FAA IEI.IIe•-e7n It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-: wALTOI A 1,YI1 i.. PL iP INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM N rR7 n Y i so IT 1 toll wmu R TioTo SmALE r -rat PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK ONE n� o' �• 4 6 4 a` �r ru ac MQ! ,, � C.`ao'8.N � . .�� aMIPIDE � '�. y .Gd^ • ;' lo,F,m .. ! E:iw a � I I 5 � ��--\t � •, =Smaw � 8 • )NE ,rDo waA7 16 ova r ao>Na� MNEa "1'M• 7J . • y�rMn• 7 �, --- - I , V+r AAw. Ter 1 1 1 I 1 1 I b + ONme 14, » a SHUT i vr.-avr , •Y- r I'OR Nn. , , ••M I L^ O.W1tM I I r 1 1 C Iw,awo a a--1 i M�,.plet.N.• woo r, y '^' • ,nr^ .rI MN a wu,RANi o� m,7/.• m OO �rrol E�M�� / NOIY I Ioo�i F / mW a a�nwrmMA"rJ �, Nee ar NaM , Lnan - tNm w) • , LJ � _- WALL AND DIRECT 110UMTING INST. W mNR,00 _ SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST. SCALE 3/8-1• I g SECTION 3 F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1' 8 Irmr,y,�r,„,t �° KgROOR4 Fa„ 4 e E . R.a , E v � wA� , aao•aei4M w 1'�iPawa �api eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs � Na. 44167 - Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone) ItAT a•ra "'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA. 9� .• aRr•M IF MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw. BGLL• t/Y . t' VIEW aN I�NC Nr0 f.El el t11QT Ow1w75K rA�,c� pa.),N-•nT 20-176 d-o00E71• �p 11i. P;. fUt/p•NRIAW/aM[ wa1G w i.. Pl. '>- or N Cn CD CU 2 N a)�- 0 O C cv -0 a- O O O Q 0 O z z w J c C N N N O � ? W 1 ti V n V n.E� O s c cv t T c� N -C [n X N C L.L Q_ N yp cc N 3 J Cu 'c a> o- � a, > o w c a, v _ 4 � 3 � V Cu _ � c a Cn CU C 1= O p„ U 0CL W i O U Q U '� Bl � V , W Q = Z Z Q J W SHEET N0. IS 1.2 10 PAiI[1aN7E • e ,/•• O.C. w PfT1ETM//, T/ MIN. iHl1E10fD 110N AT MW'rDTN OF NYR(COM ENOF D WAR HANDLE FROM THUMBSCREW SUCBY SPACING fTG FL H WIT ER SUCH 7'/24 (aII Nort a IIDOr) 1'/24 4'/24 y e1 �' 0.0 (SEE Mort 7 NIAlO ]• ya 2'/24 1 •/2104 4 NOrt) IOaO 1�••� �'1 FOR OOICgE7E Alilf},pO: EQ ^• yy,T_ pp.gETE .IOIORO 3• Me.. OF 3• It)1N,0[ ON WIRT >ac IQ w000 acuw. r- w a I (aa „ORDN[ ON tRRir N) I ,• Mn. i;I.. I NE EECRdw w WRET ). �. ,..,• 7,L3 1/2' -'/7- -_.-'. '/7'"• j --gyp --j -rr-r-Ir, .-..r --,--f,--r -� -•�,-.,,�,� -- SU �N01ET"I; 7T. � lipR W 1L t• U40 PM SEE�(dD :11WOR` T-•-�-• (►;f[I;�;, PNIE:) � 110, I� . •ELDw r 60 Y t' OMIlRwR aR1a1) (RRFR,aR M>qL) (MIOIIOR ' as IRIIE s ], 1 eacr I I Lam► ' + ti. aoxv sa ,lore . ea0r lOi[ 3 I •- 7AfRLWIE RwA) ,' II,. i aLY1m14E dl r4E1 7k I011 ROOD W�1: 1' Yh AAT I31xM OrTIOSh ON W1/x• 1 //!•ATL GAD PNICl5�T1011 fE[ aEC,l01wSHIM ri MRCg1011 �M°rt) , 0) OR ©R/ a r/o@ • Q usr PwtE ETI To eE NSTNuo AT Era, • LAST PANEL TO Be MSIAUID AT [Aql OPOWYC •w7 awAr3 eE IWOaOED r TYPICAL ELEVATI TO K TYPICAL ELEVATION FOR SFnIEOPENING S 2000 ��� ALWAYS BE ro FACILITATE � T,o(, � � INSTALLEDA ilo� E-Z HANG STORY PANEL (U SYSTEM ,Nsce of s,Ruc,A„c - .awe 3/3Y - ,• .D%a 1 SECTION B-B S•i`O1pM1O.reANo,xiOCim" I- (1) ,rcwrtrlel Dr scRrcc 1000; E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANIC . LGIFS: �oM TRACKS AT TOP t PANEI.YAiE PLUS OR ID• LONG (1). DEFINITION OF SERIES ID00�, E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANG, • ,7JAT BOTTOM W/ PANISLNTES Cent. TRACKS TOP E` BOTTOM, (2). ENO PANELS S/eMl ALWAYEND S BE CONNECTED TO SILL Yallll BY MEANS Of PAIELMAtES pl, IF usCO J�1nY_w tS' LONG TpACK AT�� PANEIs (2) D PANELS SMALL KwAY9 � COtW1EC1ED lO BORON TRACK OTHERWISE A S70P BAR SHKL BE CONNECTID TO Q7 'Rln/ Y�/N4U'IP1BSC�gEw/4 AAMPP/E7 �7 ]2' (� 51NLL BE PROVIDED AT TOP OF SUCH PANELS. WING NUT OR 1/1•e-10Y3 Y YafO T 0 AS (S). If END PANELS ARE CONNECTED TO BORON TRACK. CONNECTION SHALL CONSIST Of DESCRIBED ON fgTE (J) ,/a`•-z0a/a' MS w/ T/B•dJ/Sx• r,IIG /ATt OR ,/a•-3 a' MM. 111f0 TMPEO BOTTOM IRAUC LOCATgN OF FASTENERS MAY BAT EITHER OF TWO (J). FOR CASE WHEN ENO PANELS ARE USE ,IpNf1Y w/ 15• LONG (21 AT E)TIFNOR FLIT FLANGES OF END PANEL BU7 END PANELS ARE NOT COfR/EC7ID TO BOTTOM iRACK�, STOP BAR (a). IN USE THAT [NO PANELS AM NOT C01g1ECRD TO BOTTOM TRACK NJ =H''LL BE PROVIDED AT TOP OF PANELS. (in. A STOP BAR M. FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY S ONLY 176fD AT TOP At LEAST 7w'0 PANELS SIIa11 K CONNECTED TO BOTTOM TRACK MOUNTED TO E1tKr1N0 SILL WALL NUNS OF PANh,N1E3. OME IIIERIOR PANEL 1131H0 SPECS I710K'A ON NOTE (]) ABOVE N SUCH CASE CONNECipN Of PANELS MAY BE USED JpMIY 1Y/ TRACK AT BOTFOM ATTKYIMq BOTT011 ABACK TO wLLt TO BOTTOM TRACK lN7 OCCUR AT ANY PANEL LOCATION. w( Two PANF�,1MiEs iMlOwP/C silOwN ON E11VA710N A11D w� (S). SEE SECTION ,'. 3' k •' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. u". EDGE MBTANCE. FOR THIS CASE, INTERIOR PNIEI. L)SEA JtTB(Elr W/ � pb(S OMNIIINNN, NOT NEED t0 BE CONNECTED 70 (TIR)E BY ANY MEANS. TRACK (B31]T fH„LL ME7al[D A. TI sIx31 THAT A4NCpIT PANELS LEFT a RICM slx a PANEL) HAVE 1EP....,.�j✓ ,>RBI ovE«LJws RETAINED BY 3� J,CENS ''•� FLORIDA BUR.OING CODE h Velocilly Nurr,wlre Zone � ' • N0.4 167 20 GAGE GALVANI2ED STEEL STORM PANEL n. ORAL PROTECTION PRODUCTS, I.I.C. �'�'•. F P :-r li. E �. O INc. .IIo v e, muEY y0,(F • LQ 10 G•�1- P• nw w. o•. s Rlr. n now (+aglEeKiw ii' 20- T 7B �YI MfON L`u/uII'PE' NaIWRIATaRvoAw ra cAA aoN71� PL ,s- ,r, •• w•• RMIR•M r aAwwW-; , - alm n or EE POURED CONCRETE POURED Olt CONCRETE Olt REQUIRED alouimm PLUS W/ J WASHECONCRETE -POURED CONCRETE On OR WALL MOUNTING INSTALLATION SECTION 3111 R INSTALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ _.. t[a• TAPCON NIC110RS 111• TNrC'ON ANUggC � e• O.C. i • 9' O.G. KOC1C, 1 ; R[I�TC IIKDCN 1 1/1. � 1 t/a• • I \ o •IIw aM o I ,Isr NO � P 1 I I :. ,�.. fly"-__ �� ,'•- ��'-;_i-_�_-_-- { rL I 1^4rp�4q I] I PANC,J41re PLUS M/' ! yt0•"ANCI�TE Y .... ._ .._1 3/32' WING, NUT WASHER� 7 NUT � • I ,/•' O.C. (BEYOND) DONtlI[IE BLOCK ......: CONCRETE BLOCK REONIIED RE0IMED 1IfEiLL_1141ISilurdeLLAIIQM !s 0 SAFETY u ANEW SCALE 3/e'-1• -0WIIN+NNIMA„• SCALE 3/e'-1^ PLUS ffi ,IN/li If . >p roR ANCHOR!, TYPE . 7EIc �TyOO, +illukk SPACW04 O faR •wrAUARaa INro roo d rRAL[ rzLDew we. NOIO errA• ) ) NNW/ ANFatp1 frRFAw wO /I,NwAM mN rAlla owARE •dGt[D ON V•I ) •1•M 11•IN,O ecllmuA IN EA LOW r1IIN IwIGOLD ON ) ,n eLTnA1 AIDIICi AI,01a11 tewrw M ,•A,rLrwe SPACING •,aRM ON tXNpA[ A7111 e0. ReN ve1= IM.7•II eY M fO11awI• IAC7aRl; FU11 THIS � OI'GrION 10 N FOS91RL Imlxm alwnllo oBD•Ra w•w rrna aNrL NOT K ,m 7ww MIwIW fMC•aC IW,DIRD no vACN AMONOR Tm ow TNr owlmAAt )1 - Hurricane U.C. mm OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII 1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i', DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE. FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED, FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS. ,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10 SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE Si BE AS MENTIONED N e.t) Alw N 19.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI( I1000 FRAM( BUILDINGS. 2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL }. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH. PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1 3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING 1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE P[RNff rs APPLIED TO. INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN. S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[ M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D. a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY. (.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF 7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY. e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED. 50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦ (e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL •. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED L BE RESPONSIBLE FOR iNE PROPER 10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL (A) ID FxtSTBC 1Numrn rn,r•wrrr (•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of - 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R. - ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.) It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN - /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING. (Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox. A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[ FEMALE ID ! PANCLMAIE PLUS. A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0 ANY FMeAt MATERIAL SINLL eE PERMITTED. t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•' %rt0 ANC"DAS, Fjl A Tf( w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l FLOOR, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'� BE AS ME'N11N[D IN A.,) AND M Ax). (e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 ' - 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC. FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone) - 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP. - /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY, PRODUCTS (Ym-2071 p.•.i.) - ��w�A I� LTE C O—,N�. PRDTEc'noN mown, .E/N,nwe .ew Il !1 snu* • / t>v t" IAr• R w,. PN•( DME. a )a,• 20-17B tw w,r . ti : al,l w,•rw (•I.l•I•->e.e< FAA IEI.IIe•-e7n It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-: wALTOI A 1,YI1 i.. PL iP INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM N rR7 n Y i so IT 1 toll wmu R TioTo SmALE r -rat PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK ONE n� o' �• 4 6 4 a` �r ru ac MQ! ,, � C.`ao'8.N � . .�� aMIPIDE � '�. y .Gd^ • ;' lo,F,m .. ! E:iw a � I I 5 � ��--\t � •, =Smaw � 8 • )NE ,rDo waA7 16 ova r ao>Na� MNEa "1'M• 7J . • y�rMn• 7 �, --- - I , V+r AAw. Ter 1 1 1 I 1 1 I b + ONme 14, » a SHUT i vr.-avr , •Y- r I'OR Nn. , , ••M I L^ O.W1tM I I r 1 1 C Iw,awo a a--1 i M�,.plet.N.• woo r, y '^' • ,nr^ .rI MN a wu,RANi o� m,7/.• m OO �rrol E�M�� / NOIY I Ioo�i F / mW a a�nwrmMA"rJ �, Nee ar NaM , Lnan - tNm w) • , LJ � _- WALL AND DIRECT 110UMTING INST. W mNR,00 _ SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST. SCALE 3/8-1• I g SECTION 3 F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1' 8 Irmr,y,�r,„,t �° KgROOR4 Fa„ 4 e E . R.a , E v � wA� , aao•aei4M w 1'�iPawa �api eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs � Na. 44167 - Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone) ItAT a•ra "'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA. 9� .• aRr•M IF MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw. BGLL• t/Y . t' VIEW aN I�NC Nr0 f.El el t11QT Ow1w75K rA�,c� pa.),N-•nT 20-176 d-o00E71• �p 11i. P;. fUt/p•NRIAW/aM[ wa1G w i.. Pl. '>- or N Cn CD CU 2 N a)�- 0 O C cv -0 a- O O O Q 0 O z z w J c C N N N O � ? W 1 ti V n V n.E� O s c cv t T c� N -C [n X N C L.L Q_ N yp cc N 3 J Cu 'c a> o- � a, > o w c a, v _ 4 � 3 � V Cu _ � c a Cn CU C 1= O p„ U 0CL W i O U Q U '� Bl � V , W Q = Z Z Q J W SHEET N0. IS 1.2 INSTALLATION DETAILS FOR OPTION 2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ _.. t[a• TAPCON NIC110RS 111• TNrC'ON ANUggC � e• O.C. i • 9' O.G. KOC1C, 1 ; R[I�TC IIKDCN 1 1/1. � 1 t/a• • I \ o •IIw aM o I ,Isr NO � P 1 I I :. ,�.. fly"-__ �� ,'•- ��'-;_i-_�_-_-- { rL I 1^4rp�4q I] I PANC,J41re PLUS M/' ! yt0•"ANCI�TE Y .... ._ .._1 3/32' WING, NUT WASHER� 7 NUT � • I ,/•' O.C. (BEYOND) DONtlI[IE BLOCK ......: CONCRETE BLOCK REONIIED RE0IMED 1IfEiLL_1141ISilurdeLLAIIQM !s 0 SAFETY u ANEW SCALE 3/e'-1• -0WIIN+NNIMA„• SCALE 3/e'-1^ PLUS ffi ,IN/li If . >p roR ANCHOR!, TYPE . 7EIc �TyOO, +illukk SPACW04 O faR •wrAUARaa INro roo d rRAL[ rzLDew we. NOIO errA• ) ) NNW/ ANFatp1 frRFAw wO /I,NwAM mN rAlla owARE •dGt[D ON V•I ) •1•M 11•IN,O ecllmuA IN EA LOW r1IIN IwIGOLD ON ) ,n eLTnA1 AIDIICi AI,01a11 tewrw M ,•A,rLrwe SPACING •,aRM ON tXNpA[ A7111 e0. ReN ve1= IM.7•II eY M fO11awI• IAC7aRl; FU11 THIS � OI'GrION 10 N FOS91RL Imlxm alwnllo oBD•Ra w•w rrna aNrL NOT K ,m 7ww MIwIW fMC•aC IW,DIRD no vACN AMONOR Tm ow TNr owlmAAt )1 - Hurricane U.C. mm OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII 1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i', DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE. FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED, FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS. ,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10 SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE Si BE AS MENTIONED N e.t) Alw N 19.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI( I1000 FRAM( BUILDINGS. 2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL }. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH. PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1 3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING 1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE P[RNff rs APPLIED TO. INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN. S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[ M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D. a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY. (.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF 7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY. e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED. 50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦ (e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL •. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED L BE RESPONSIBLE FOR iNE PROPER 10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL (A) ID FxtSTBC 1Numrn rn,r•wrrr (•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of - 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R. - ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.) It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN - /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING. (Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox. A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[ FEMALE ID ! PANCLMAIE PLUS. A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0 ANY FMeAt MATERIAL SINLL eE PERMITTED. t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•' %rt0 ANC"DAS, Fjl A Tf( w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l FLOOR, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'� BE AS ME'N11N[D IN A.,) AND M Ax). (e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 ' - 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC. FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone) - 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP. - /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY, PRODUCTS (Ym-2071 p.•.i.) - ��w�A I� LTE C O—,N�. PRDTEc'noN mown, .E/N,nwe .ew Il !1 snu* • / t>v t" IAr• R w,. PN•( DME. a )a,• 20-17B tw w,r . ti : al,l w,•rw (•I.l•I•->e.e< FAA IEI.IIe•-e7n It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-: wALTOI A 1,YI1 i.. PL iP INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM N rR7 n Y i so IT 1 toll wmu R TioTo SmALE r -rat PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK ONE n� o' �• 4 6 4 a` �r ru ac MQ! ,, � C.`ao'8.N � . .�� aMIPIDE � '�. y .Gd^ • ;' lo,F,m .. ! E:iw a � I I 5 � ��--\t � •, =Smaw � 8 • )NE ,rDo waA7 16 ova r ao>Na� MNEa "1'M• 7J . • y�rMn• 7 �, --- - I , V+r AAw. Ter 1 1 1 I 1 1 I b + ONme 14, » a SHUT i vr.-avr , •Y- r I'OR Nn. , , ••M I L^ O.W1tM I I r 1 1 C Iw,awo a a--1 i M�,.plet.N.• woo r, y '^' • ,nr^ .rI MN a wu,RANi o� m,7/.• m OO �rrol E�M�� / NOIY I Ioo�i F / mW a a�nwrmMA"rJ �, Nee ar NaM , Lnan - tNm w) • , LJ � _- WALL AND DIRECT 110UMTING INST. W mNR,00 _ SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST. SCALE 3/8-1• I g SECTION 3 F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1' 8 Irmr,y,�r,„,t �° KgROOR4 Fa„ 4 e E . R.a , E v � wA� , aao•aei4M w 1'�iPawa �api eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs � Na. 44167 - Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone) ItAT a•ra "'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA. 9� .• aRr•M IF MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw. BGLL• t/Y . t' VIEW aN I�NC Nr0 f.El el t11QT Ow1w75K rA�,c� pa.),N-•nT 20-176 d-o00E71• �p 11i. P;. fUt/p•NRIAW/aM[ wa1G w i.. Pl. '>- or N Cn CD CU 2 N a)�- 0 O C cv -0 a- O O O Q 0 O z z w J c C N N N O � ? W 1 ti V n V n.E� O s c cv t T c� N -C [n X N C L.L Q_ N yp cc N 3 J Cu 'c a> o- � a, > o w c a, v _ 4 � 3 � V Cu _ � c a Cn CU C 1= O p„ U 0CL W i O U Q U '� Bl � V , W Q = Z Z Q J W SHEET N0. IS 1.2 U.C. mm OEZ,tEl1AL 11M�.� WIJCt E-Z NAYfi SiD11Y PANEL 3T19T'EII 1. E-2 IMND STORM PANEL SHOWN ON ilps PRODUCT EVALLN7gN DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE N 6.1) 1rrRw,u EMBEDMENT OF TAPCON ANCHORS AND PANEINATE FEMALE ID ! PANEIUAre PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (711% EDITION) OF THE R.OftlOA BUILDING CODE. BLOCK SHALL 8E I I/i', DESIGN 7AN0 LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVVE MENTIONED CODE. 8.2) M•IMIIN EMBEDMENT OF +/IY % 7/e' raAuc-N ANCHORS SHALL BE IS 7/e• INTO CONCRETE. FOR A EIRID SPEED AS R[Ol11RED BY THE J1IRFOICf10N WNEItE THESE SHUTTERS WILL BE pFSTALLFO AND NO EMBEDMENT 11TI0 ANY FINISH MATERIAL SHALL BE PERu11TED, FOR A DIREC710Na1TY FACTOR K4.0.e5. USING ASCE 7-1 IT AND 9JNLl NOT EXCEED THE AIAKNAUN (AS.DJ t/a• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOl1GH(SNOULD ANY FINISH MATERIAL nest) TO OE910r1 PRESSURE RATINGS INDICATED ON SHEETS 25 • 26, ENGAGE 3/4• INTO ANCHORS. ,N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ABC[ 7-10 SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO 0.3) IN CASE 1FWT PRECAST S70NC, OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXISTING WALL TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSOR[ W1RN65 INDICATED ON SHEETS 25 t 20. ANCHORS SWILL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE Si BE AS MENTIONED N e.t) Alw N 19.2). N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T,w3 P.E.D. AS TESTED WERE NOT OVER STRESSED. A SJ)E INCREASE N ALLOWABLE STREW FOR WIND LOADS WAS ypl, USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WITH N.OS. 2015. (C) ANCHORS SHALL BE zLSTALIED ]ix10w,Na ALL OF THE RECOMMENDATIONS AND SPEGfTG71pN$ OF THE ANCHOR'S MANUFACTURER. STORM PANEL'S AxOWCA' FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION lexe OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, „ R SWILL 8E THE RESP01fSNR1I1' OF 71R CONTRACTOR TO VERIFY THE SOIRUNE55 OF THE STRUC11l11E WHERE SHUTTER TAS-202 AND 7AS-203. R TO BE ARACNEO TO IIFSIRI[ PROPER ANCHORAGE. TARS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE NOCI( I1000 FRAM( BUILDINGS. 2, THIS SYSTEM WASAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR INSIDE W/0 THE USE W A LADDER OR IRT. THIS APPLICATION IS VA110 WHEN INSTALLATION O IIRCNOEO TO BE PERFORMED Ix. 111E INSTALLATION CONTRACTOR K TO SLIL/CAIA.K ALL SHUTTER COMPONENT EDGES WIgCH RF140N N CONTINUOUS FROM THE INSIDE Of STRUCTURE. CONTACT WITH THE BU0.01NC TO PRE10ENf WR1D/gNN INTiR15K%f- CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL }. SERIES ,ODD INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLEI7IPIDOwS WHEN INSTALLATION ISREOUREO TO BE IETICTH. PERFORMED FROM THE INSIDE Of S'IIRl11C711RE. 1 3. STORM PANEL MISTALU7101/ SINLL COMPLY WITH SPECS INDICATED N Bn5 DRAWING PLUS ANY IMLDNC AND ZONING 1. SERIES x000 NSfALU110N IS APPLICABLE TO SINGLE AND DOUBLE /RMG AND /WHORIZONTALSLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE P[RNff rs APPLIED TO. INSTALLATION B REOUIIKD 10 BE PERFORMED FROM THE UVSIDI W STRUCTURE 1/. A7PoU11 WINDOWS AND DOORS, INC. ! - 2 HANG STORM PANEL SYSIne`- 4 P117DR PYDBN. S. ALL ALIAwNW FxrRU90N4 TO BE eD/J-Te ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) 1S. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED 8T THIS ENGINEER IS GENERIC. AND GOES NOT PRONG[ M/fORLN110N FOR A SITE SPECIFIC PROJECT; L•. w11EllE THE SITE coNORloNs DEVIATE FROM 1/1[ P.E.D. a. ALL KIAeNWI SHEET METAL USED AT CLOSURES SHALL HAVE 3103-N14 ALIDY. (.) CONTRACTOR TO 8E RESPONSIBLE FOR THE SElEC710N, PURCHASE AND R6TALLATION ,NCUIWNO LIE SAFETY OF 7. ALL STEEL SHEET Y[TK PANELS SHALL HAVE STRUCTURAL OUNJTr STEEL ASTN A-653 GRADE SO MM.. GALVANIZED STEEL T/It5 PRODUCT BASED ON MS P.E.D. FRONDED TIC/SHE DOGS laps DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/fy. 5e.5 MN (AFTER ROLLED). THIS DOCUMENT. CONSfgLICRON SAFETY AT TOTE 13 THE CONTRACTOR'S RESPONSIBILITY. e. ALL SCREWS TO BC sTAN1Fss STEEL Soa OR !te NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PER ONa (c) THIS PRODUCT EVALUATION DOCUMENT wal BE CONSIDERED INVALID IF MODIFIED. 50076 W/ SO 1"I YIELD STRENGTH AND 90 TIN TENSILE STRENGTH t SHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2111.3.3.♦ (e) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT TWITCH WILL •. BOLTS 10 BE ASfY A-307 OKVAWxCO STEEL OR AISI 304 SERIES STAINLESS STEEL WITH >d %Ri MINIMUM YIELD STRENGTH- BECOME THE ET/ORHER Of RECORD E.O.R.) FOR INE PRpJ[CT AND WHO WILUSE OF THE F ACTING AS A DELEGATED L BE RESPONSIBLE FOR iNE PROPER 10, ANCHORS 10 WALL St BE AS FOLLOWS: SUBMIT TO AIMS LITTER THE ,SITE SPECIFIC DRAWINGS FOR REVIEWENGINEER TO THE P.E.D. ENGINEER. SHALL (A) ID FxtSTBC 1Numrn rn,r•wrrr (•) THIS P.E.D. SMALL BFAA THE wn AND ORIGINAL SEAL AND SIf.1NTWlE OF THE PROIE590NK ENGINEER Of - 1/a•• TAPCON ANC/,ORS AS MANUFACTURED BY I.T.W. BUILD".NC. (MIN. Yc-31.2 D.•.L) RECORD THAT PREPARED R. - ,/a• • x 7ro' uuJc-N ANCHORS. As MANUFACTURED BY Dtwur INC. (MIN. reaaoo v...i.) It STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY V673LF IOGIX)N AT STORM PANEL IN - /11-10 PULLWTE FEMALE 10 t PANELMATE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION f709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SIaALL BE PLACED FOR EVERT OPENING. (Fc-3350 val) IA•EIJ/IC To COMPLY Rn7I, 5E[ttd/ , 7oe.a.2 Or THE FLORIDA BUILDING cox. A1) WNWINI EMBEDMENT Of TAPCON ANCHL%tS INTO POURED CONCRETE StNLL BE I }/a' AND 2' FOR PANQUAI[ FEMALE ID ! PANCLMAIE PLUS. A2) MNWUM nAK0uE1(T OF 1/IY % 7/e' CALK -IN ANCHORS SMALL BE S 7/5- INTO CONCRETE. NO EMBEDMENT Ni0 ANY FMeAt MATERIAL SINLL eE PERMITTED. t//' 0-20 SS SIDEWALK 80115 USED SHALL BE LONG ENOUON(91gULp ANY fR/1SN MATERIAL EI057) 70 ENGAGE J/•' %rt0 ANC"DAS, Fjl A Tf( w3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR � "')"'•�l FLOOR, ANCHORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE 9HN1 �:''VCEN�:'•;'� BE AS ME'N11N[D IN A.,) AND M Ax). (e) TO EXISTING CONCRETGLOBAL EeLd'z wil: :N0.44167 ' - 1/4' • TAPCON ANCHORS AS MANUFACTURED 9Y ITW. BUILOE)1, INC. FLORIDA BUILDING CODE (High Velocity Nurr,ean• Zone) - 1/1• . % 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY xWKT INC (fm-1300 D.s.1.) ,7 •,, F •1010 ntmo. INc 20 GAGE 6ALVANQED STEEL STORM PANEL rP. - /14-10 PANELWre FEMALE XI AND PANELWlE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �.:�' � �.�,. (�� •��� ORI", rY, PRODUCTS (Ym-2071 p.•.i.) - ��w�A I� LTE C O—,N�. PRDTEc'noN mown, .E/N,nwe .ew Il !1 snu* • / t>v t" IAr• R w,. PN•( DME. a )a,• 20-17B tw w,r . ti : al,l w,•rw (•I.l•I•->e.e< FAA IEI.IIe•-e7n It. =K/f•WIIA</MlE OF•OODI7II MAT" a•1 -♦ w OMR•C-: wALTOI A 1,YI1 i.. PL iP INSTALLATION RETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM N rR7 n Y i so IT 1 toll wmu R TioTo SmALE r -rat PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK ONE n� o' �• 4 6 4 a` �r ru ac MQ! ,, � C.`ao'8.N � . .�� aMIPIDE � '�. y .Gd^ • ;' lo,F,m .. ! E:iw a � I I 5 � ��--\t � •, =Smaw � 8 • )NE ,rDo waA7 16 ova r ao>Na� MNEa "1'M• 7J . • y�rMn• 7 �, --- - I , V+r AAw. Ter 1 1 1 I 1 1 I b + ONme 14, » a SHUT i vr.-avr , •Y- r I'OR Nn. , , ••M I L^ O.W1tM I I r 1 1 C Iw,awo a a--1 i M�,.plet.N.• woo r, y '^' • ,nr^ .rI MN a wu,RANi o� m,7/.• m OO �rrol E�M�� / NOIY I Ioo�i F / mW a a�nwrmMA"rJ �, Nee ar NaM , Lnan - tNm w) • , LJ � _- WALL AND DIRECT 110UMTING INST. W mNR,00 _ SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST. SCALE 3/8-1• I g SECTION 3 F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1' 8 Irmr,y,�r,„,t �° KgROOR4 Fa„ 4 e E . R.a , E v � wA� , aao•aei4M w 1'�iPawa �api eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs � Na. 44167 - Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone) ItAT a•ra "'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA. 9� .• aRr•M IF MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw. BGLL• t/Y . t' VIEW aN I�NC Nr0 f.El el t11QT Ow1w75K rA�,c� pa.),N-•nT 20-176 d-o00E71• �p 11i. P;. fUt/p•NRIAW/aM[ wa1G w i.. Pl. '>- or N Cn CD CU 2 N a)�- 0 O C cv -0 a- O O O Q 0 O z z w J c C N N N O � ? W 1 ti V n V n.E� O s c cv t T c� N -C [n X N C L.L Q_ N yp cc N 3 J Cu 'c a> o- � a, > o w c a, v _ 4 � 3 � V Cu _ � c a Cn CU C 1= O p„ U 0CL W i O U Q U '� Bl � V , W Q = Z Z Q J W SHEET N0. IS 1.2 PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK ONE n� o' �• 4 6 4 a` �r ru ac MQ! ,, � C.`ao'8.N � . .�� aMIPIDE � '�. y .Gd^ • ;' lo,F,m .. ! E:iw a � I I 5 � ��--\t � •, =Smaw � 8 • )NE ,rDo waA7 16 ova r ao>Na� MNEa "1'M• 7J . • y�rMn• 7 �, --- - I , V+r AAw. Ter 1 1 1 I 1 1 I b + ONme 14, » a SHUT i vr.-avr , •Y- r I'OR Nn. , , ••M I L^ O.W1tM I I r 1 1 C Iw,awo a a--1 i M�,.plet.N.• woo r, y '^' • ,nr^ .rI MN a wu,RANi o� m,7/.• m OO �rrol E�M�� / NOIY I Ioo�i F / mW a a�nwrmMA"rJ �, Nee ar NaM , Lnan - tNm w) • , LJ � _- WALL AND DIRECT 110UMTING INST. W mNR,00 _ SECTIDN� INST• Q FLOOR TO CEWND MOUNTING INST. BUILD -OUT YDUNTIND INST. SCALE 3/8-1• I g SECTION 3 F)MIOJ/{ moll-L SGYF 3/6-1" CAL 3/M 1' 8 Irmr,y,�r,„,t �° KgROOR4 Fa„ 4 e E . R.a , E v � wA� , aao•aei4M w 1'�iPawa �api eOrrMrwuw >rM ,ws aR .a, m. •1��''v,CENs � Na. 44167 - Q Tar . •o*roN 11a,1111IapS aN N � � COIw•[D IN ANT' TINY ToFLORIDA BUILDING CODE Nf h Velocity Hurricane Zone) ItAT a•ra "'RAC •� STATE OF � •awo n„toa INc 20 GAGE GALVANIZED STEEL STORM PANEL FA. 9� .• aRr•M IF MAILAIL t Ea . toONE R. Aa7>ANtz c�-_s �I+tGLOBAL . DUCTS PROTECTION PRO, LL.C. w/Elnw. BGLL• t/Y . t' VIEW aN I�NC Nr0 f.El el t11QT Ow1w75K rA�,c� pa.),N-•nT 20-176 d-o00E71• �p 11i. P;. fUt/p•NRIAW/aM[ wa1G w i.. Pl. '>- or N Cn CD CU 2 N a)�- 0 O C cv -0 a- O O O Q 0 O z z w J c C N N N O � ? W 1 ti V n V n.E� O s c cv t T c� N -C [n X N C L.L Q_ N yp cc N 3 J Cu 'c a> o- � a, > o w c a, v _ 4 � 3 � V Cu _ � c a Cn CU C 1= O p„ U 0CL W i O U Q U '� Bl � V , W Q = Z Z Q J W SHEET N0. IS 1.2 N a)�- 0 O C cv -0 a- O O O Q 0 O z z w J c C N N N O � ? W 1 ti V n V n.E� O s c cv t T c� N -C [n X N C L.L Q_ N yp cc N 3 J Cu 'c a> o- � a, > o w c a, v _ 4 � 3 � V Cu _ � c a Cn CU C 1= O p„ U 0CL W i O U Q U '� Bl � V , W Q = Z Z Q J W SHEET N0. IS 1.2 z w J c C N N N O � ? W 1 ti V n V n.E� O s c cv t T c� N -C [n X N C L.L Q_ N yp cc N 3 J Cu 'c a> o- � a, > o w c a, v _ 4 � 3 � V Cu _ � c a Cn CU C 1= O p„ U 0CL W i O U Q U '� Bl � V , W Q = Z Z Q J W SHEET N0. IS 1.2 W i O U Q U '� Bl � V , W Q = Z Z Q J W SHEET N0. IS 1.2 `_ .I 1 ---- -.L. -1 1 I- -- I I --- --- III L ___1 -----L--__L_ . I --- - pEYSAN%pYWI ASD. Me. "� aa. MiMo Pat. (6E[ TD OU91 6ECYKM ♦64.0. -75.3 70• OR LESS 2 9/tY gDL7[p • 1', Y, 3. 11L 211 ! 31W ♦N,O. -75A 70' OR LESS 2 7/8• OORD • t 4YJ - It • =l D r110M 1/4-.-;W4- U.S.M.S A, WNOMn AT OVERLAPFT �OF PANEL LENGTH soRdE or PANEL '�. L. 3 l , I! .I .. •1;,71 P'tl •..! T1: .MI G, >` MA)UMUN AS.O. DESIGN MINIMUM ANCHORSSPA[6H0 FORE O.. ] 1/7• ^ APPUCA•E TO 6 c ww I a THEN'" MAXIMUM PAIL LENGTH! 7• (L'L) '") (P...")TO bFCONS GAUT-N P"CAA E nov" O PANOAIAIE PLUS CONCRETETo BLOCK 10 CONCICONCRETE: I'D CONCRETE TO CONCRETE: To CONCRETE I TO CONCRETECONCRETEOF 12" N/A 12" 1 N/A 12- N/A 12" N/A V k 2- (TOP) 11' 3' • 10' 3" S" 4' J• 4• 4' BOTTOM' 12• 3• 12' S* B• c" B' 6• ,,re.-). 4 68O, -75.3 N/A N/A N/A - N/A N/A N/A 12 1/2- it- 2• (BOTTOM) 70' ON LESS 7- N/A 6 1/2' N/A 4 1/2- N/A 4 1/2• N/A 3• (TOP) 12• N/A 12' N/A 9 1/2- N/A 9 1/2- N/A 3' (BOTTOM) 12• N/A 12" N/A 12• N/A 12• N/A 4' (HOP) 12• 1 6- tY 9 1/2' 12• 1 IT- 1 12• IT- 4- (BOTTOM) r UYRED TO 6A0 P,sl AS.D. DESIGN PRESSURE RATING. A SEE 916ET 26 911 ANCHORS TYPE k W%CNO FOR INeTAUATIC6 IRO WOOD Few MAD91Q MI/IKO ANCHOR W40NO ~ft LOON COTN6E AIR INDICATED ON THIS SCHEDULE. Poe E D. LAWS TIYO NCG7lD ON SCHEME REDUCE ANCHOR SPACING, BY MULTIPLYING SPACING SHOWN ON fOEDUIE IN THE FOLLOWING rACTOWE, FOR DO D/aMO10N 70 BE MSIRLL N[OUC/D SPACING OIANO USING FACTOR SNALJ NOT K LL55 THAN MINIMUM SPACING NOMTEO 000 EACH AVOUCH TYPE AT ANCHORS LOOM mI TiK 1/4•r 1/4Y- 1/4•R- ---0I 1/A•W . 1RP s le« NOON a OL) 3 ] a f 1/2 Iaa Ne" eP.xr ew L0) ) a 1/2 f ,n 4 NEAR u fm awsm FADER1 1 35 - 3. tm - Tro .43 71 - I t.00 -I 1.R6 FVA-� 1 1 + RECLINES Nay. DISTANCE BETWEEN BOTTOM OF PANEL I AO (D TO 1. I/Y -I1/2' --iMF. I I ++ REQUIRES Mex. OWWA BETWEEN BOTTOM Of PAWL I AND � To K: 3/16- i3/16• -i MO.. Hurricane COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 - __ .._ _____ ._. __... -.-11125-(TOTAL WITH) _- - ._ ___ -.__-. _____ ._..._._. -' 2.107' r.-. -..--12.6w• (EFFECTIVE WIDTH) I I. --1.7S0-r--.- CS.ANSq 0. . •6 •__ . __. 41-1 ,.2 1JB1; r .0p6� - ( • 12 1/2. O.C. .�3�A� I-.,.3fS0•-. r , __. ... , 310• - 1 �. ,00• 1: If �'D:y'.. E6L'I R REVERSED) <( I f 1 - l ' .260 ` , I '^.., I--- - .�• _ .640 .686• } �j L{MIN. � h 3.375• --- 1 ' 1.671- It 1.3� t I IjEYMEO GALVANIZED STEa \J ,�,, .014• as s.obo EDGE ASTu ABe3 fYP. � q0, t.015• I --ERTII f - OMBE K MIMIM I- I 2.Ix5• FW GALV. E L - I __ -.. A J 4E - OStt ,.500•--J-CTYP STORY PANEL - 37s `t7YP.) fwJ I I 1_. - - t.3w - 1.350' - ORAL A - 2.000 --• T AANO7 SHALL K INSTALLED ALWAYS 'I- - 2.387• ..-.. ROOM LEFT ro ROM W/ 1/2- L90 At 040 AT LEFT SIDE OF FARM ZO 'H' HEADER (3) 'F' TRACK (4) ANGLE WITH STUD TYP. TOP ^I L or PANELI DGE GALO.CVAIIZED STEEL PANEL'sNENDLIP .375• ; Wj70TI 0 40.05' I PANEL R OFW ( WALL ` 11 ( - _. Taw' ( - :. ` �� t wr .625 n. _ . oa1. o.2tw. - r.e2s• . -, I ,r. 2.230- - . , { ISOMETRIC YEW DETAIL A li3i T_ _. - !;tow e.-,, -"EL � OR ROUNDED CORNER O ENDS OF PANEL'S MR, END LIP W/ HEMMED EDGE. 1. U5' 2.378• .__._. (N.T.S) .375• .125' TP. BOTTOM DUMA1 1.q EWE of PANEL 2 Soo ,... .0G1 • 087• T (5 KEY HOLE WASHER 3.750' 1 (TW.) ' 3105-HIS4 ALUM. ALLOY © �H�AT P�� 7.75o•r .072' I ' 2.124- F_..I 4 r SEE INERT a FOR AOOngNAL __{ -�' .750• - A13' URATONS w SLEEVE LENGTH 6 1 )', .OGI' (�) SLEEVE 2 jig" 1 ,_ 125' 1._ WOOD ASTR FOR n6TAlUTe1Ne Into ,.YJO• I __ 375- I. (TIP.) A .LAY- WOOD EIRJC7UBES 1y�1 .' 1 - I MAX,LENGTH -T `'IRA' 115 2. m ..." . I A 6aM•, t-.Tle• I EVI I L_ O ' ER O U HEADER ,'ow r 1 7w 7 REM. .5 HEAD (TYP. - 1 _. _ .... - I" MIN. TO S' MIA:._ _ .' f - Haw _- _ -_ J ® SLEEVE N WAX. �(1 0 � I RW O 11 aJN TRACK 1© PANEL MANGER 74' _ 3.ow -- fluor NMHHN . Ty- .x+' "Jw. �1A A. TI((/j (] 1 f4' WIDE) F_. ..__.__. 1 1 __.. I--.- _7 062• �••••••••.'•'••.✓� (USE ONLY FOR E-Z HANG STORM PANEL I .JI N' .RS6' .470' 175" 'a-- 3;' JCEN_j_ •% SYSTEM) 0063-TO ALUM. ALLOY 1.671 ( ) 2.Doo' 4 4 P + I.125 Eeo /� 2�D• N0. 44167 E FLORIDA BUILDING CODE Non High Velocity Nurrieam Zone , .oK 10, • L _ _� ,.-- _ Goof, I STATE OF 24 GAGE FYLLVAIR2ED STEEL STORY ►AURA IRWW IN: MI . : oGa -..I + m SECTIONS MN. r ° ' . 41 ... I L E C O NNE. GLOBAL PROTECTION PRODUCTS. LAC. nmMW NOro S.W. 51 t11REET -.A .'� �% 4 %A•• Au s. W raw ,NWr W,I�a N NAME tWWL. R 33N4 20-1 7S 13 BUILD -OUT "F' © BUILD -OUT -FED TRACK 1© A( ® WASNERED WINGNUT f 1 'N . R]tG'=-. , - ,M, . N"E try..->w nm t55Px.. ER> ft :,.. TRACK ANGLE (ZAMAC 3 ALLOY) P.E./ 1fAWCMIUI[/rrz WIL1Q AALLIf7iavow Pi , t'-fog~ SHMna N to CONCRETE ANCHORS_ (SEE SCHEDULE ON SHEETS 9 THROUGH ' ._.I _._ --I 1 1 I I �.. T eY- Y / I u FA3. I 1� _' ,1 t N EII� 1 1 F ISWN "OL _1 i- M6.. 1 1 1 1E L PANEL LENGTH (E 7� N)n SNBEEHET i I SEPARATION 1 ro tAAss i(� s I i - 1 .,) I ON SHIQT s) r sot OFv I 1 1 MAX. 1 (�)..i..-I 1 I e •t 1/Y D.C.1e LT 1 DUSTING F'O IKP CONCRETE WOUIRM CONCRETE (SEE SCC"MXAE 017 __.' ''. �\ SHEETS I THROUGH 10) --.__ED. - __ .7 r - , N 2 .1.,- . .Il , t . g iT•,, ALTERNATE CONCRETE ANCHORS LOCATION -(-SEE SCHEDULE ON ERISNo PETERED CON CNE'fE..l SHEETS 9 THROUGH 10) NIA CONCRETE BLOgG REWIRED. ,+ti J -ATERNATE LEG F / @. CONCRETE ANCHORS . (SEE SCHEDULE ON _- --._I J 11. SHEETS 9 THROUGH 10), v / r b. I , , FI / .. , TO GLASS I1(SEE SCHEDULE ON I SHEET 3) AV 1 EX &4 oLAss 1 _ ­..=k E.G. 1_ CONCRETE AWGORS (SEE SCHEDULE ON... Of WALL OR STAB SHEETS 9 THRIXgN 10) CONDITION) E.D. - EDGE DIVIANCE NOTE FOR COMBINATION Of SE-F'TIONs: (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 19%3i;RI:1R .11 .It r IAA -. I- 4Y i0 - l ,//4••t• HO1 10, so .FAO -Ilr WUUOI ,a 9GEw OR .i- , IF'I l•oxS N.S.W/ NMI, I I _�__--�10.1-. ... ) ... i 1 -AWtI• . . gLBW 1 I I _1 O 1 I Z6. W0.fl. -. R '/. A N NOUP OR: fa TWO. •l' M6x. f Lam sa r-n PANEL LENGTH 1 (SEE 304EDULE 1 I - ON SILT J) ' ._ D I OF 'L' 1 I IAI I I I r- -- .. i. Y "�- H -GMT} ' W' 64,/Pat ® 7 POURED CONCRETE ICRI TE BLOCK DUSTING 01, CONCRETi aocI -- REOLM". CONCRETE ANCHORS1 (SEE SCHEDULE ON __.� E.D L_ CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 0 THROUGH 10) V DUSTING POURED CONCRETE OR CONCRETE BLOCK REEARED. f _ . Ron. SEPARATION To p/6s. (SEE SI7IED a ON SHEET I,`1"-.. -N MI -II/4' MAX. I- I --- ... .- -1 1 1 1 1' M. 1 PANEL LENGTH 1 (SEE SO4VAL I I ON SHEET 3 FOR SPACER I I 1 1 Ie,O ON S"EEIS DOLT} 'Or1A 9k 10 1. SPA:10 � ar.O !7+ I _ .L' Ge"I ) _ -' - _ 1 CER Sot MGM BE 'L" MAOL 1 --- I I A F O 2 I/O- LONG MAX. AL UM SPACERS • 6 I/4' IIMMNnU G.C. VALID FOR ALL DESIGN IONS AND PANEL LENGTHS PER SHEET 3. 1• MAX. LONG MAIM) SPACERS • 12 1/2. O.C. (SEE TABLE 01 ON SHEETS 9 k 10.) INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL n INTO EXISTING WOOD STRUCTURES --'-' i/4'0 LAC SCREWS • 6' O.C. W/ \.�\ 1/2• MM THREADED PENETRATION _ .. _ _ t/4'. LAC SCND/S 0 e' O.0 R/ (= 12'.' WOOD ro ER61NG rOOD HEADER •' f- ,/4Y LAC !GEMS • 0. 00. W/ ,. �-.. i I I 1/2• IPn THREADED PENETRATION SLAT OR ON [DOE , t/7• THREADED PI71ETMitaN ro E%9!NG WORD HEADER. m '^ .� { li 4 Cunt jl H,' l.Y.s. ro IX61N6 (FOOD IwJOFR. ' `t % I 4 Cant. 6,IL,r S.MS y/I N -., �,/I / ^ 6 CeNt w% Th'.1,]Y WIND 11_ i • U [NO 01 ® I J, Mn ` 12 D.C. :� ` X l • 1 I / \ 1 �! f •Y LAC SCAENS • 5. 0.0 W/ 1 i O 4 CaM 114x 1' S4.S �` \ 1 I 4•. t Y YN. THREADED PENETRATION R • G [W or t I -2O • TRUn \ 0 ' ' I pOSTPIG it .1 ._. W/INC / 7 eY.a/]7• .�' W / I'I t OCTAL , 74 • , HEAD .3.W Wow HIAO[P. ) ` ' .! Nto / _._... ` I _.__.". / I Or EVEN• f7rP.) ,. y., ' (FEE OTTAR I/a4 k 4 C.M I a/,weo•R1Hmumw. I+D► NA[T FIW, S.A. � L� M.Qi_J� pf _ . _) "I OF EVOIt' m I1oeD III,ADrn ; • EA oo a 4) 1 i1.'-IS 11� �M /24 k I I6 RHDN 490RN , ' t- IS IABELOW) I 1 1 - W000 +EA001 AEOURED 1 2 9/16• Mitt I t s.. 20v.)/.• i/'•' w"W 4 v '6. :( .L� 9lPARASS, 7 r/,I' Hen ,�}'w /u� SERRATION I ?/4'r'2OJ/.• TD QASS. I 7/eY�/17' I10 MR • I I - }. 6-l"", ' I I. Ir T0 GLASS I WINO NUI IY CC. 1 WIMC • EVERY OVERLIP @ 7 7/6. 4N. I . NYEm• ovEllAv i( I I I 1/4•r-Hp3/1• - 0 CLASS ,/4-r " /4' Y. SCREW IF e Y. 6p1EW ± II 1... -._ _.. 7 6 ,e' Yin r e'rx I g I 7 eYxS/Sa•/ YJf • a NUT • I I1 TO CU Sb. I EVEN O.ENA► U, I LVERY OV00M .-..-_..... a_�_ I _-_ g- v� � Y H � Y r r I I .t "9 1 I g -.� 'I I J ! - �7rorp'1- 37' i ifs 1 I# 4:2." • 17' OC. '�V\ J Md i__ e .re� • L._. i 1'r t' s PAINQAVITC FED8 ` _.._•'•• 2 i/e1�NlAMI,N, Mom"rzT /Cart .__ J .. .- ._ ._ f g•..._.I f/4Y/_T�Orv+J3p Ys_ ' • •_ •-NOTE iI (!E ,A YlGW). ,7 ,/Y OC I e F , ,' YN L WNUi'dl 1 41 M'J,.• - ' t. I 1 , 2' Mn, iHHRFADfD PCNCiRA1bM • '._ t7) 2TE Y ,/4•Y- / s. W/ $ 1TJ0 TH6N.GCkW (9[C 1/4Y LAG SCREWS • 4' O.C. W// NOTE A G, IEEE AT sPLUS 2Goo OR FLAT Olt -. r I .- •NJE '' 1, Il •I NJ.DLAi ON EDGE `,--( 2 t4-10 PANELMATE PLUG W/ HIOR IA BELOW) '1 \ I' B 1 eY-70.]/1' YS W/ )/6'rJ/SY 7�6' PaE7RA11ON • ,7 • OUE.ESL4 -, Cwt NUf • IY CC SORES HONED YlYiO6 `^ 1. 00 11YIM. �• Wn. t7) ]•N' I '1 I 1 /1 •2 Net iNRFAKD• 6PEWMPAU/ON ) � 1/I TREADED PENEIM ri1N '_°• /2 2N TUT OR ON COOP YM 71•' IIO00 WFIAT ON E GEARED a a PLATE �� FIAT rz [OUT D ALTERNATIVE 2"W t SCALE 1/4-.1' PLAIT R'OMRED FLAT MT OR d EDGE "W ALTERNArnE 1 _ SCALE 1/4•.1' r1 trnw `.'V�^ I!' Y ALTERNATIVE 4L"W AWTIONS ARE ONLY VAUO FOR BUILDINGSW,TN W.S.U. tvcnu LOAN UP TO ♦060. -75.3 PR AND PANEL'S LENGTH UP ro S'-,00� 00"''p ' 7!�^MLLTERNATWE 3 MI SCALE 1/4•.,• _ 2, FOR NEW WOOD FRAME CONSTRUCTION: NOW MCHKNS TO BE SOUTHERN of '10-11,y......... •Iwq SCALE 1/4•-t- , sNE NP. 2, w/ srECElc oEHPAR' of o.5a OR SQUIRM '',.r '' :1VCEN fF'•�9 }T FLORIDA BUILDING CODE (High VelocityNurrleone Zone NIZIL'� ? •• N0.4 .WFm nTaG r- 7 20 GAGE GALVANIZED STEEL STORM PANEL Fr SET0�F 0E S� SMCPI/'D+IC TIO COI [ TC �'Itt Gp DREAOPAtWIWOFAE O 2 III,: y * j dWRN 6Y: S c SEINES STIFF i3OU" /� IWDO OR 7aw NeTAUTTw IrrE oN } -e'• STA OF ( r -ix.----, BAl PROTECTION PRODUCTS+ LAC. I' YDR - Ca•e4� n }ECDOM6 ALSERNATTVE TOP HEADER WOOD Fti�.- '10 01, � / --- ' IL E C O INC. . VA. 61 N+Ea CAM ':F`sS% .... 'F,�G'D v Iwx .. .. aw .e,r, or•A n r RICE nNNr >6 a r'ax�I (ba)er-4T6T 20-178 TOP t eonWY YOLAr.os CAM N cGNMB.Eo N AKRCONIDTFION WA1 10SLAT ANY INSTALLATION, 11,f. ,/4. - I. /I.ANNONM L w,.,.. TRW fA-0�w - � m•,4n w. OH1.RO IN. NOES : SHUTTER TRAC9S NOT SHOWN FOR COUNT' P.E.. •AlYOa,Ww/M,, 6L1LTa1 A TALL X_ PA e QT N a M W 2/4 1/4. 3/4. 4/5, 5/5 t 6/5 1 W/6, 2W/G. 3W/7 t 4W/7 ANCHORS (SEE SCHEME ON S INSTALLATION INTO POURED CONCRETE, CONCRETE BLOCK A WOOD (t) -J; MAX _ -._ __ - SHEETS 9. 10 kft) - --- -- _ 3• MAX aNr4n1 E Eati-S a BESTIUM AT EACH I M'' ii' MN. , O ~ !1 �' O AT TOP OR BO7TOM END WITH TRACKS (3T_n. n �_� D$ D.M..�2 ,Q3 ,Q, o r-r- -r-rr > r-1-�-r-r-r-T-r-r-T - ...._.--r.T tV1T11 TRACJ(S 'I�n B dRECT MOUNTED 1T LA"N ENOO (- T -) .. - I __ r. I , _ I _ I _ , MAXIMUM PANEL LENGTH 'L OR "L-" (ft.) 0 MAXIMUM A.AO. MAXIMUM DESIGN PRESSURE RATING (P...I.) I. or -) CONCRETE A WOOD INSTALLATIONS, 1• EA L- no 12'-0• 12--v 210 12'-O' f 1'-8• 320 IF' -A• 10'-0' no to'-0• 4a0 ^r0•-r0• 10•-,• e'-4• 4AO 9•-61 8'-I' Sao-- 1OS 0 e,_,. e._4: 0 -0 e'-Y 6ao o_. 7ao W-J --;:----7- _7 r N- a._o 71-8 Y-01 _ 75.0 r-s e'-JO' Sao ?*-I*6'-r _ e10 -_ 7-01 e J 90.o G.-P. 6 2• Woo e'-I• e•-O' ---raa0 W-s' 57-11• - roa0 e'-J• 3•-9- -- no.o - ._7 . IlAO - s.-Ir MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM ASO. OEM PRESSURE RATING (P.-I.) (+ a -) CONCRETE t WOOD NSTA3ATIOHS f L+ L- 20.0 YJ.O ,2'_To' rf'-Y JaO W-A• ro'-7• J10 10•-10• 91-0• 40.0 01-61 W-2• 410 0'- I • e'-Y 50.0 sio . e'-7• B;-2• 7'-9 B•-3• SOLO_._- 7.-0" 7._2. 70.o -- 7._s e•_r,. n0 r-Y 6'-d• eao - 71-0 r-s• 85.0 7-0• a'-J' 90.0 e•-9• C-1 e'-7• s•-,o• e•-J• 5'-r e•-3• s'-4- L_:`_'11--111..11 -- S-1• - 4•-JO' MOW" SEPARATOR TO CLASS SCHEDULE MAXRRAM PANELLENGTH woo SPEED C 170 ..p.h WANE SPEED > 170 . P.h (A) UNROURNNED I RESTRANEE UNPESFRNMED RESTRIMMED 30 OR LESS i• I. 6• 0 1/4- >33 TO 00 1• 1' 7 1/2• 7 1/2- >IIO ro NS /' 1' 7 1/2- 7 1/2- .,b 10 1 1' 1' - 7 ,/x- MIMIUIIU PAMCI I FMMU lint FM A GIVEN MOuNITIM0 CONnMON - T� �� OILER I/OUNT - T' HEADER 'V HEADER I.YR1.S•-� STUD, ANGLE .1. TRACK AIl4".AC` „ -r nec. Tee[ - DIRECT MOUNT 40• J2' 12- W. 1. SO• SO' 4 IANI.5' STUD ANI 73' 37' 32• 32' 42" 30• 30' i -r TRAqqk%CK S6 32- 32" 42- 67• 00' NO' 1 W SO' 32• 32' 3r 60' "" 56' 1 90' 32' 32' 3a' 80' SO' S6' ®'®Or® I 11 1. 1- I "N' t __ - - - . 1. I I _11,11] 1-1] .. I - I ------- / - - -- -T - _ - "I;v_,_,___ I �4 [ (SEE P, I BOLTED PAEELS W/ 1 N-2D.1 (SEE LIEDSECTIONS AS I ,. •_ _ - S. M3. BOLT W/ d O EA 91MLAP APPLCABLL) + /' • (SEE SECTIONS AS APPLN'ABI� D.M..O3 (D.. • - O - - - - - - - - O- - O - rum ®Or ® _ MAx - MAX 1 - 2/4 1 /4, 3/4. 4/5, 5/5 III I MN' _T J 1 W/6. 2W/6, 3W/7 k 41V/7 L..--.. .-.-ANCHOS (SEE SCHEDULE ON SHEETS B. to At II, ----- _.. _ REGULAR STORM PANEL M ELEVATION /. Mr DAP 1097' N.T.S. -r a (MN 04" -1 WHOLE VOLLEY) I MAX. - '..(D SECTION A -A II (D N.T.S. HOTEL (1) L.: MAXIMUM ALLOWABLE PANG LENGTH FOR A OMEN POSITIVE ASO, DESIGN LOW. L-: REAL ALL 04U REEL LEGTH FOR A WEN NEGATIVE ASO. OEM LOAD. (2) PROCEDURE TO D[nU% 2 MAXIMUM !DUEL LEEw6 OMEN A POS M AS -a' MOW LOAD, DatMWJE HAIGNUN PANEL LENGTH 1.+• FROM SCHEDULE - OWN A NOOLU E A.U. DESIGN LOW. OEWbPc MAXIMUM PANEL LENGTH 'L-' PROM SCHEDULE FINAL MAOMLN N.LOMNLE ►NIL LOOM 6 MAIL TOM Bill"a OfTUWMNED PANEL LENGTH 9EIMEEN'L.- NO 1.-•. (3) SEE 904M LL OMM TOR MIN. ►AMR LENGTH FOR POROSITY QUAINK RR)N. L NSFAUTIONR INTO WOOD ME LIMITED 10 a 65 P.af. MAX ALSO. KION PRESSURE RATIO 9, 10 k II FOR MAX. A.S.D. OEM LOADS k MAX. RNEL L[NOMS FOR F - ' uuvy,p -'• " FLORIDA BUILDING CODE Non High VelocityHurricane Zone) * : • $'% '. °� %, Nq•. �h qA . 44167 : I ' CST Sir-, 1ATE OF '-' OR(01`.: �L4G�' f�0� N....... • •' G\ am 1LtooG, Se. IL E C O LNG- 24 GAGE GALVANIZED STEEL STORM PANEL Mt-'er PROTECTION PRODUCTS. LAC. Nero M. II llIIYE MC RSVtA Rlac (W)Fr-HIN6. FAi (9N)r0-NN DATI, ...ar a•k.Jr.ar-I ..,. wa.. am ON -,RED . A. , P4T aT-Ir CA�le W LRR A RID k.. ►E. 2(i-175 a1wN6 w rWr INN •QT ] Ole INSTALLATION DETAILS FOR REGULAR PANEL (I INTO WOOD STRUCTURES •_ - ...-- - -. _ _ Min . O --- _.__.. 1 • n661 -' I I f __-._--_ " -__--.AAA_';.. • -l- 11'R•ININ GRIN r•0') v LAM ____ _....._ _I FXST ..' �. / .. { __-..--__ PANEL . LENGTH �, WORD HEADER .` - O II FAA63BE'-4 1 r/00D ANCHORS 1 ; WE SCHEME .- �-...,. ON 9 1�FOR REQUIRED ( '., it I/4. (:CSC 1HEDULE ON ", .., !r L. / I 01 f'- _ -...., ._.-.::-_Lt. 6I Y, 1/Y ' 7 -_ �01 6PACER� OF 'L:,,r •. U. ', i _7 ' ` I . LEEGEN MAXi �' _ I 1... ._. ____..._ N WOOD HADEB_ h : I FO{ •'. • 1I '', '\ a",MI , I REQUIRED 1 1 _ _ .-----ED 1 I 1 1 \ II 1• MAX. LALUMINUM SPACERS • 12 1/2' I -®O.C. `-•' (SEE TABU /1 ON SHEET 11.) 1 Mn. 1 SEE NOR - BEL FOR LIMITATIONS FOR 1 _-� ; I •L• MAX I 1 1/2' LONG SLEEVES. SEPARATION (.' .I r l• MAX. I E. 70 PUSS. I 1 PANEL LENGTH y 1 I PANEL LENGTH 1 1 (SEE SG/EDUIF I (SEE SCHEME I 1 (SEE SCHEDULE '. _PANEL MAR FEMALE 10 OR PAIL MAR ON SHEET 3) I ON SHET 3) 1 1 W SHIER 3) 1.' I '. ' I PLUS (SEE SCHEDULE O1 SECT 11) _.L` 1 � I I- >A t - a s 1 mi.. 1 `•J I 1! l Il _a f'on � EXISTINt-1SEPARATION . 11 5�5--� I PLATE WOIWED J . I OIAI y /�-� GLASS I I 1 (ON .1J SNETT J) 1 DIRECT MOUNT W1 SPACER 11M -.:--. I ALTERNATIVE 2W .-- LJ. (D Mj I .-_ � -- � SCALE 3/aa1• E 1 502 1 '` `-----' I1 • 12 1/ - O.C. SEE TAaE {1 ON SHEET 11 FOR MAX. PANEL LENGTHS k I OF 7• 1 MAX. A D DESIGN LOADS FOR THIS RISTAUATON. .. O'.I . f0 , I MAX. 1 , ® _ "2 _ 1 �L�f� i EI I 4 --._ -._ ___..__ __. E6 ." -^ - I I I - ' I " I , I - WOW ANCHORS * am, *WOM _ STAGGERED EQ n ... _ _. --__ 1 1 I�. SHE LF/ T .\ ION r 6n WE I I/2• LOW IF: Y ' I SHEET 11) 1 wnwAON 6 LWM To ACE POOH RROM MAIM U•-0' -� 2'x4' WOOD 4tMOS: LIAR WOW ROOF ImHr LWa 6 A IOn6.T6R FIWM ANY I euA9• +OGIn Y egMltp OR ow 11 PLATE REWIRE 1 NODQ ANCHORS I m. N n o outeD 1• MN SeRRt1ON ro OM8 tNCGTp I K4" W000 VD OCLRED W/ STUD �7-' 1 (2) ArOOB OdW 716E COI.0morr Y�/I(L YArz FEMALE a OA I IN a 4 N ro 1 P N CUTE REQUIRED (SEE SCH DULf ON 1010 AN THE MWWM p L! I •- MHQ RIME FLMO) aAWi K ..= NIAI•IR A e I/r O.G. SHEET I1) CNOIBD INN �WIOA Y91INC11IN FROM t2 1/2' O.a ePWOFO Auala ON I (1) IMNNR AND Ne6N gEBel3E 1. - ., mom 6 H4 -r PaH. (» MAIL 24 rY PAIL UMN 6 UWU 10 N' O ANY OPIUM 6 A IMM IHEU � FROM LAMM RIa LOW" 4W= ON - _-- . , - --- (2I 1N4MA froRH ►AIR LORAN • (•) F 1/2' IDIO SPAIOEIR CCM•ONDR /r fW1 K N FIOICARID ON WALL MOUNTING rn Blatel PAEL IMWAAgN 6 OIAY ALTERNATIVE 1 W Rao AN L7NiN9 ttoao F/1ME WRM. SCALE 3/M1• •No L "UN ARGN Or 11/Y Lam IMACM r na ONLY ,DLO FOR - "A" 1, a NO 3 M mmo M Ae1Y SCALE 3/B.i• (4) MUUAIM WAND OILY FCI WIND E-19N BM/ORD AID THE ago (IN a7rotp Or M HUMOR •AUNp OwE 20147 1. 2 k 3 PER AWN IF lama-00. INN L--------.- MOTS: -..Gn!,�c*3 ..%EAI High Valwotity Hur cone Zone) NOTE FOR COMBINATION OF SECTIONS: I 1. INSYALUTION ARE ONLY VALID FOR MAX. A.S.O. : No. 44167 % soro ta1Em, W. fJ` DESIGN PRESSURE RATING (p.$J) AND PANEL LENGTHS *. * * 24 GADS GALVANIZED STEEL STORY PANEL "„AR sU TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR �• STATE QFS---" ''•�% O PROTECTION PRODUCTS, LLC• M�ppE* COMBINED IN ANY WAY TO SUIT ANT ALTERNATE 2W) S,'�L•. I�" INC.L INSTALLATION. 'R.° ' F(ORIO�`-_.-..- .26P xr. 51 aam 1) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD t:ii').v Ar IL r >N WWWw n r. �• n. 3n. 20-175 ••... N t."°« IMR r11-AN. FWOR, tRN).2-7IR6. FAX tae.)w-eTW7 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC +r% G-OGIRHI r r a M 6 w DENSTY OF 0.55 OR EOUAL. >ANN HNFa w 0ILIT A,., rJ. NWai 4 or is 1 AaMln.rE"i rr f.F'EfY k EJ MYIO 966N1 M.� (C) 7D. I. STORED PANEL SHOWN ON THIS PRODUCT EVALW110N DOCUMENT (PE.D.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE - 1/4•S TAPCON ANCHORS. AS MANUFACTURED BY Lt.W. BUILDEX. INC WITH THE 2020 (71h EDITION) OF INC FLO" SLOWING CODE. THFS STORM PAWL SHALL NOT BE INSTALLED AT HIGH - I14-10 PANOWATE FEMALE O AND PARELMATE PLUS ANCHORS. AS MANUFACTURED Br ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRKAW ZONES (MANA-DALE / BROWINO COUNTIES). - 1/4 PP LAG SCREWS PER NO S. DESIGN WINE ED" SHALL K DETERMINED AS PER SECTION 109 OF THE ABOVE MENTIONED COLS FOR A BASIC WINO - 7/16.0 . 5/8• WOOD BUSHING. AS DISTRIBUTED BY ALL PONT SCREW. BOLT At SPECIALTY CO SPEED AS REQUIRED BY THE JURISDICTION W'NSE STORM PANEL WILL BE INSTALLED. AND FOR A DIPECTWINUTY FACTOR KID-0.83, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (ASO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C, 1) MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SMALL BE I 1/2- AM 2- FOR ELCO PANELMATE PLUS 3. 9 THRU 12 It 17. 18. AND PANELM LE FEMALE 10. IN ORDER TO VERFY THE ABOVE CONDITION. ULTIMATE DESIGN 'RNO LOAD" DETERMINED PER ASCE 7-16 SHALL K FRET REDUCED TO ASO. DESIGN PRESSURE RATING BY MULTILWD THEM 6Y 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A3.0,) C2) MINIMUM MUM THREADED PENETRATION OF LAC SCREW. INTO TWOFRAME UNU SMALL BE 1 1/2-. NO THREADED IGN DESPRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU I k 17, to. PENETRATION INTO STUCCO SHALL K CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR IRO LOWS WAS BEET USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SMALL BE AS INDICATED N THIS DRAWING ACCORDANCE WITH N.D.S. 2016. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIf1ED N ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM POETIVITI N OF WOOD BUSHING SHALL BE 5/6'. 1/4' ♦-20 SCREWS USED SHILL BE 1 1/2• LONG YDI UM THE ADM MENTIONED CODE AS PER AM06CAN TEST LAB OF SOUTH FLORIDA REPORTS 00014.01-01 AND MINIMUM00212.02-09. AS SHOULD STUCCO EXIST, AND ,' MINIMUM FOR WALLS WITH NO STUCCO, PER SSTD 12-99 k ASTM E 330-02 STANDARDS, AND AAERICAN TESTING LAB SOUTH FLORIDA REPORT #1123,01-10 AS PEN C.S) IN CASE THAT PRECAST STONE, Oft PRECAST CONCRETE PAILS, STUCCO OR W000 BOARDS BE FOUND ON THE EOID ST TTIE AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PEAPORMED N ACCORDANCE W/ SECTION 1604 OF WALL. ANCHORSSMALL BE LOWENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. FLORIDA BUADNG COOf. ORAGE SHILL BE AS MENTIONED IN C.1). C.2) k C4) ANCHORAGE 2, ALL ALUMINUM EXTRUSIONS TO RE 0063-T6 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHCE7 2 (D) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 7H ANCHOR'S MANUFACTURER 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1414 ALLOY 0. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL ASTM A-653 GRADE 50 MINIMUM, C-60 GALVANIZED THROUGH S) EXCEPI THAT HEADERS ®k® SMALL NOT BE USED, STEEL DESIGIATKN W/F'Y. 22.2 A.I (AFTER ROLLED). 9. IT SHALL BE THE RESPONJIBRfTY OF THE CONTRACTOR TO VERIFY' THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE 5 ALL SCREWS 10 BE STARLESS STEEL 304 OR 316 AIS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANC.MMXRADE. THIS SNUFFER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR wooD FRAM[ BURDIN45. Sw10 W/ SO w YIELD STRENGTH AND 90 k.. TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411 ,'... 10. EACH REGULAR SIDON PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATIVES 1W, 31N k AIR ON SHALL HAVE A AND READILY VISIBLE WARM INSTRUCTING OWNER OR TiNANT TO AVE Y VISM ARKNG I. SHEETS 4. 5, 6 • 7 RESPIEAPPLICABLE 6 BOUTS TO BE ASTM A-507 GALVANIZED STEEL OR NISI 304 SERFS STAIM,ESS STEEL. WITH 36 MAN MINIMUM YIELD STRENGTH. SHEENS PANELS WITH APPICABLE RUNFORCC DURING PERIODS Of NE USING 7 ANCHORS TO WALL SHALL BE AS FOLLOWS. It. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PRIM WIND/RAN INTRUSION. (A) TO DUSTING CONCRETE: FACPOURED - 1/4.0 TAON ANCHOIES AS MANUFACTURED BY I.T.W. SLULDEX. INC. (Min. E-3192 P. .) ,Z. S70RM PANEL INSTALLATION SHALL COMPLY WITH SPECS SPECS INDICATED IN THIS DRMWPLUS ANY MD04G AND ZONING REGULATIONS HO - 1/4' 0 . 7/8' CALK -IN ANCRS, AS MANUFACTURED BY DEYMLT INC. PRODDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. - ,/4'0 . 3/4• SOLIO-SET ANCHORS, A$ DISTRIBUTED BY ALL PONE SCREW, SOLI t SPECALT CO. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.It D.I PREPARED BY THIS ENGINEER IS GENUK AND DOES NOT PROVIDE INFORMATION (MIM /ca3000 P.6I) FOR A SITE SPECIM PROJECT. ,.9. WHERE THE SITE CONDITIONS DEVATE FROM THE P.E.D. - I14- I PANELMATE FEMALE ID k PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTI N PRODUCTS. - 1/4.0 ZAMAC NNUN ANCHORS, AS MANUFACTURED BY DEWALT. INC. (N) CONTRACTOR TO K RESPONSIBLE FOR ME SELECTION, PURCHASE AND INSTALLATION REDOING UrE SAFETY Of THIS PRODUCT A,) MINIMUM EMBEDMENT OF TAPCON NNCHORS INTO PONIED CONCRETE SHALL BE 1 3/4'. 2• FOR ELCO PANELMATE AND BASED ON THIS PAD PROVIDED TEE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSSUITY. 1 3/4' FOR ZAMAC NNLIN ANCHORS. (c) TINS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WAUD IF MOOEIED. A2) CAUL-N t SOLID -SET ANCHORS SHRILL BE EMBEDDED 7/5• INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SW41. BE PERUTTLD. t/A- 0-20 SCREWS USED SMALL BE 1 1/2• LONG MINIMUM 5/o" STUCCO EXIST. (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED EY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND I' MINIMUM FOR WALLS WITH NO 'STUCCO, AND MAY BE HEADED ALL ED SCREWS OR ATHREADED SCREWS W/O HEAD, ENG0EER OF RECORD ((.OR.) FOR THE PROJECT AND WHO ARLL K RESPONSIBLE FOR THE MIT WITH WING NUTS PROPER USE OF THE PAM ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. AS) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE DUSTING WALL OR FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.E.O. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PROFESSIONAL ANCHORAGE SHNl BE AS MENTIONED IN AT) A14D IN A2). ENGINES Of RECORD THAT PREPARED IT. (a) TO 0=11IC_CONf�{FR D1)CK,_y6L ssIELC =9j[: 14. SHUTTER MANUFACTURER'S LAML SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/1- I TAPCON ANCf10RS A8 W/IUfACTLRED BE I T W BUILDS%, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 Of FLORIDA BUILDING CODE. ONE LABEL FOR EVERYOPENING. LABELI/C ro COMPLY WITH SECTION T70p.9.3 OF THE - I/4• • . 7/a• CAEK-IN ANCHORS. AS MANUFACTURED BY OFWALT. INC. FLORIDALB BUILDING - 1/4 0 X 3/4" SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECIALTY CO - /14-10 PANCLYATE FEMALE O AND PAIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PAp 'UNION - t/4' 0 ZAMAC NALN ANCHORS, AS MANUFACTURED BY OEWAE1. INC R A . tE ...:.... Ut 01) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PNELMATES AND ZAAAC NAuN ANCHOR, TIRO THE uCENs •:`�� FLORIDA BUILDING CODE Non High Vrlxi Murrlcone Zone BLOCK UNIT511ALO EE 1 1/{'. Ey, 92) CALX-IN k SOLID -SET ANCHORS SMALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO ', T'JRT044 67 .; elNa wRIO. N.C. 24 GAGE GALVANIZED STEEL STORM PANEL nr'N: STUCCO SNAIL BE PERMITTED t/{' 0-20 SCREWS USED SHALL BE t 1/2" LONG MINIMUM SHOULD EXIST. AND I• MINMUM FOR WALLS WITH NO STUCCO. q STATE F ,. _ -H �.3 IL E C O ENe GLOBAL PROTECTION PRODUCTS, U_C. 6>/Ef� s''. - Er. 11 XU%X` 0.3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FOU 'D(ORI � a DADS a, � � u. aw a• r .eea N sA1r - ••..... .... uWw"r-.TINY.,-INN nOW(FNNr-7Ha FAn (r4Rs-6»T 20-175 EXISTING WALL ANCHORS SMALL BE LONG ENOUGH ro REACH THE MAN STRUCTURE BEHIND SUCH P S, 'G\ s: ANC/HONORS SHALL BE AS MENTIONED N B.,J AND IN 6.2). .,, TONAL N d-oor- r 014'w° "°' NIIINIFFFI nN rt 6A4/6aMtUM/MN RUTD A tu0 +., rL T >Mttt , K IOU .. ...EQj(O1STNG INSTALLATION INTO POURED POURED CONCRETE OR CONCIIEIE 9LJ7CIt DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK ....... DpSDNO NSUREC CONCRETE _I c9NCRER Lom in STRUCTURES S%i1 REOLARED. REQUIRED. I:ONC1Elf AR1710R5 CONCRETE AIOlHORS SHEETS 9 THROUGH SEE ScWouu: W 10) ' ;. (7) BEE S040 OF ON -_. - (ME 9 THROUGH 10)._ O CONCRETE O RED 1 �=� _ICONCRETE F�• 4ofn. UOII 1 ]al'/ 3r REQUIRED. 1 t/4(SILT I/4. / ! _ r • i i%4''rOtEb .- . __ _ _T .... . .. _/2' _..-...1 CONd1E/E /OCNORS %/ -CHEQUE O1 / ..4 , sNEErs p TwLOLJa iDI I j, i I E 1 I I -1 - � L...____. _, _ ♦ F - MM 'A•"-. V 1 j, THY-3a,• T: u 9011i W -- � p I 1-.�=._ .,--y_ THY -AI• tl 4_ _ r` e0.1W wUQ6 , I�r A,.A- � I . E D. ! 1 I I SEPARATION ro cost- :T r ' a� r Mi I •L• I WARATON -1 To GLASS. I DR ra r (SEE 9CNEDlLE I ZOOM r� a .�/j / EXISTONG (SEELASSSCHEDULE GLASS-� ON SHEET J) Max. - 1 N PAIL LENGTH 1 ON SHEET 3) I t I . 1 I (SEE ON SMELT SCHEDULE 1 I ENGTN PAWL LEM' M INTO CLASS, 1 PANEL LENGTH CONCRETE ANCHORS -.. _:- .VA I _ _. 4t (SHE SCKDAE I HEME 'A (SEE SENSOR£ E ON J) ! (ON SHEET (SEE SCHEDULE ON I SFIFC'TS YY tNR011CN 1C� i Q I 1 SOXSEwq N I p I I ON SHEET 1:01`1 �.._.-= ;..,._. E 1 ExtmNO 1 I C,p ,/. ,1 _. �i. ,.xKW�9Lc /i�/� �1% 1 11�'I' !/i / E.D. I I ' I E.D. 4 ' 1/2' 1. - _._ _. 1 - _... I END i%j @A I ,/: _ / , ij EXISTING POURED_ : I 1 O QC CONCRETE OR / 12 I.. /•. , 1 xS I ® ). /i f ' .. I .1,' HO ANAL HOD -1iW ALa0a1 TI1 SGa q GORGES-TE FLOCK 1 ' CONCRETE NK,/IORS- J A L._._ r ®-__ --to EO- I e ,h' sa Y.E. r/ ,AK Y REOURW. _. - _ _ _.--.I (SEE SCHEDULE ON %'. -_.. . _. // ),I __.JALRRMATE 1 Rox I• % IDLEG LOCATION / �' _O LptTNo NENED CONCRETL WHEN -OR CONCRETE BLOCKAL1fIONTE EML wFICR['fE : gsTNG POURED CONCRETE .- CONCIICEE MICNORS EUSED. REQUIRED. NK USED. ANCHORS. OR CODRETE BLOCK RLOWKD. STAGGERED W/ STUD (SEE SCHEME ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON H SHCTS 9 T/NOAN�W'1'�0)L� SCALE J/0-1' yo G SCALE 3/ WALL MOUN CT MOUNT W AE 3/8-1- N4111NNININ... %y% 0 A: 714•�/Ij✓ . GEN (.` FLORIDA BUILDING CODE Non High VelocityHu cone Zone E.D. _EDGE DISTANCE ��N�0����: 0. 44167 .. : * : * i s_A1 OFF:d - '-----' N uxm M. 24 GAGE GALVANIZED STEEL STORM PANEL IL ECOINe GLOBAL PROTECTION PRODUCTS, LAC. Ok F.P. R/v/ems atc (SEE SCHEDULE ON E'IT...TTOM MOUNTINGS CAN BE _ s��j: f. -.. - l,• I •' / k .r0 a.r. 61 5IYW1 01 n. 3]31.20-175 SHEETS 9 k 10) IN ANY WAY TO SUITANY RIGP• : 'y F L /i/___ri> a •. a r• L i". , am �MI�-i aW NI- M FHO C ameme-76M FAX. LMNXmm-R>F>N. �4M V "AI /0 Oi00r71I P- �r r OaOrO r NIIIIIN wNla w Y.. P.E. ,h1NN 11 WINif 4 tl Ie INSTALLATION DETAILS FOR REGULAR PANEL Q INTO WOOD r �, ; I ALTERNATE LEG 4'H•' (RIM.) EXISTBNG W00D - U --.1 �i �, I-- , , EbC1TKN BEAM RfDUeLED. STTR/CTIIRAL I j '. , i ADEt2UACY OF EXISTING WOOD A / BEAM TO BE CERTIFlED BY /. ( _ -- / •, .. Ey REGISTERED ENGINEER OR ,(� , II . _-0 ARCHITECT PRWR ro SHUTTER / / / II : INSTALLATION . --_ / / ( - ANCHORS ALTERNATE WOOD NIGgRs -, i• Yln. '- • NG •A•O, LW .�.. . .SEE (SEE SCHEDULE OI 1 III I I U4YtOR SCHEDULE ON SHEET 11) SHEET IT) r 1 LO-__ tK/WI'"'u. " M/"'E. 4 AN, II I - MAX. WOOD HEADER.... '.1 I' -: 1/2 -_.__ _ ._.__- . _. I 1 T I REOWIIEO I __ .I eY-IOY i -. If,�t:H ®-- FJUSTMG I % " ;; �'� �_r I;lAS$-4 , I WOOD ANCHORS QB • /..I10.oG 1 1 (SEE SCHEDULE CX1 \ 2 �) I U M'U 1 YV, I SLEET II) I' I �.�' EPARATIOFI ro O O -,.1� GLASS.(SFE I ''I � I ,' lJ 1 SCHEDULE 1 /.Y-2ht' 1 ON SHEET 3) 1 li RA ■ 1 MW I OJE - - __ ; /. I - Ot Fr (SEE '/ I I<RRM Ota r-41 1 (SEE SAEDAE OM SNEEI >] I AT IBOIHN 01.1 7-rJ ON PANEL MAX. LENGTH 1 711 PArIlR LENGTH I 3) � i i (SEE SCHEDULE .H5.1 _ 1 .. .-_ , VA T :... oN SHEET 3) I I . . a - -.-, - --- -Ar , - .--�.-...:: r) 1 i i So% I I 0 a 1." 1 l:/ MAX. I OF 1' 1 1 1 I 1 1 _ I l_ 1 O 12 I 2 O.Q J I, •^ i i1t1 - - - .1/.Y-7NI- 4 :.ILW�Jat 6HEM esc ALLOI/E3 r I /, �` i L. 1 ,... 1 ! i �i -.-� .`� DECK O�RED REOUIREWD D PLATE - ' '. W000 ANCHORS MOOD ANCHORS >' __ II'. SCHEDULE OR (EFT (SEE SCHEME ON _ __�. 3/4• I I1) I I-_ SHEET 11) -- -- -- __ ._ _ _.___ I I MUNG�AMD�uF�LTO1MOAtR WMMOAUNTINGBUILD-OUT Tj R A: Tl[ t�/E 3. ' 7 N0. 44167 '. NOTE FOR COMBINATION OF SECTIONS:: *: FLORIDA BUILDING CODE Non h VelocityHurricane Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP k BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (D.e.() AND PANEL LENGTHS STATE �0 T10°°' "G 24 GAGE GALVANIZED STEEL STORY PANEL ONE V.P. •SFr COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 1° . ` _ INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,'• �O ; ,r eP/V/rr I GLOBALN� PRODUCISN �' MEMBERS TO BE SOUTHERN PINE No 2, w/ SPECIFIC _ --- L E C O INC. aAD DENSITY OF 0.55 OR EOUAL M �.G-.,,I AMY ego at � hONALE A 6S.". /Iflusu IeN/ ; ---Iw.a.A eFlrNl-!HY 20-175 fir . am P�1N-10 . P. , GMR -- MC[� OeN)IN-7NA . MN)N6-a767 IIIu'0i°""E.1 w YY We Owmm w' W OOUN rl. YN/•PNTVY/M1[ wALla A IRIA A., rt ,• W 7 w N -6-0 a) a) r to N _ C6 L_ a) U _0 i a) 0-O O C .0) M b� -a - a- � J 0-0 O _ '- C C O a •- L CU 0 M LL p > .U) L_ 0 ^�' Q i �- -n .0 -6-0CD cn Q Q E z z I� N CD o N _I Out W OL � - w V Q [ CM (�J G M"N CIDx _. =LJ_0_ .N (a O to 1= fV -a N C M -< 2 -- Y 3 °> Nv Cu `z= a) OU a =_ 3 M R y as = 5 LI u Hy 21. = a y CC m tZ LI " c E ED d U w ,,/ W = _� O U) 0_ a) U CIO 0 L_ 0- U ■ 'a) V/ W LL Q Z Z Q J d SHEET NO, SH 1.3, - .. -_ __ _ - _ III I' _ I 1 L I 11 1 _ I I I I _I I I III I - -. I I II_ I I i1 _ I I I 1 _ — I _L. AL 1! -1 I __ _ _ __ - I I I-L I 11 11 I nB"111IINITIII END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY � E—Z HANG STORM PANEL h� SYSTEMS I I 1 (9� VARE9 ; j O •W OR (..Yx4 woao E� 2*. r ..oRt• 31m N-14.En „' y. Lmy � KGNwO aoe3 to AUar torn. Atw. AtlOLE WON 1/4Y . 1 3/4• '. ..1 \• ;�.. ^-.211M/2'. lA•OOII B f O.C. r- +• T 1. A'oUIRO HxMHOR1L llEE 1 Ile. . t J 4• iAPCON 3 ri4' ROOOrRArE. _: REOURCID rOURW CONCR[iC ..v I/ >\ COIICI7[ ."1ft inf .YgWll w 12• O.L: 2 1/2- _ " '� RMnF - xti4- worn M*A.t 1 - fl OR® yRmmw 1.A 1 C A . 1 zi/4' tA►� I /4•.. I ]/4• _ I 1 y 1. �.. `.L.' J s, 11A 1 N AK70R I r 3 2• . OSS• Yo_ TPIMTE LEG tOCA10N l N' ' . 13' O.C... /1r/ ! VrMlfs 2' 3• . ee6• CONE:�(i Eo<b, i A,um. AKac a J_�; A'1;� S,I_. _ _ ---- ( 000' 3106-N16. BEET PIXRED <pr 'IEDONGrwrE- TA,LYMtIA/ AIW. NEW PIAE, t • i 1 I_ T19RLOOL ( YR[G ARm 21T0 2' �.,I 14 / 1/1• , BOAT' 1• • 4' , OR I OR ROES-TR NLD/ e f,z Of -C.L ' l' N/N,CKNUI C.M. N„r,r. NICE CAS A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D ,PLAN) SCALE 1/4--,- SCALE 1/4--+- SCALE 1/4--1- SCALE 1/4•-1• ro,Alm Ai PANED T NO 'i O011C1CTE-_. eO IPA E OR OGNOBR 91Aa {a Barror a 4 T % PAN"M PWS 1.3x SEE PauREO H>lNC R!1(, 1 wood Sc71OLRE 1 fIN 311' i'OF! Of OPD,.O ON MICE18 ,--- (SST. PANEL Z*", WO Fit Olr :.� vAPoES� 1 4 rR471E pEOUENO '', A4 MRIDYBF i oo a tl) o1ADMAP BEYOND \,. r..• w000 rRAYE r Ala 11 OPENING WIDTH) + MDaR 00NCEE,E a1NCRFIE REOUMED \` I (j y. `.. �., v N �`„ �I �' �, RIDCK a Y.4• WOOD nW,1E ti.YAi . 6[01MIWD `\� �..� \�\ I I 3/4- MPS. 1 VARIES I �"b• •© �� ,_ Cl `�'./eFM iIANRS .IE. 70 GUT • 6' �'' 1 tau 00091 CUT END PAl1OJ y }- J �1 ---- /,.gyp yy-,U.Y� MNUNNy)� SASE G (PLAN) J[� gMwNKMvw�ep e P 00 A rZ1% SCALE v4--1 • ,� R=a•,m, ✓ VALID F011 DIRE MOUNT NSEALLATION ONLY & 9 ..' SF' .• CERTIFIED PANEL INSTALLATION AT WALLS W/ a . N0. 44187 � SURFACE LEVEL VARIATIONS WITHIN 3/4- *: * .1111`1 FLORIDA BUILDING CODE Mon With Voleacity Hu cont; Zone) CASE, E (PLAN) CASE F (PLAN) '•, r °�° lrnsa •� 24 GAGE GALVANIZED STEEL STORM PANEL F.P. SCALE 1/4•-1• SCALE 1/4--1' NIC ,I1,10wit',.. ��� DRNM 9r: �'A%"" ` IL E C O �� PROTECTION PRODUCTS. LLC. O7 mx- 1Nc. HQi,I�fy a OO _ _ .INO SA. 61 ~ e/ �'7.d- a 3r R. r A 2HN OIMW. ,L. 33314 20-175 • : use PI-4MPIIO 4'h-,4N 701611E ISNwi6 ? 4a FAR (.N)OB"M PE 9EN,/NONMUK/GR MLIOt A letn N. Pi .---a GI le N 7 I 4 MAXIMUM A.S.D. DESIGN PRESSURE RATING .:.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (i) INSTAL! ATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 1tDINSTAL.tATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 k 7) MAX. A.S.D. PRESSURE ,u7IO (P-0 MAXMN ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 Ai 7 APPLICABLE TO _�_ a OF TOM poft LENGTH v (n,) TAPCON LAO SCREW PANELJA4TE rflUlL D ►RNELMATIC PLUS w00D 1N7510N6 1]' 13' 1S• 1 ' 3 I _ 3 w (PCP) t7• -��13' ' - - Ir 13' t3'- 1r (eoTlQlq IT 6 1/1' 1 1/2' i I/2' 6 I". (TOP) ___I - 6 1/4 12 1/2' a 1/4 LIM.') I. s; '--"" a. r _ ` (fop) la r e' - Sr _� i3' t 3 � _ (TOP) +45, -45 LESS Ir .-1113• - 13 -. �13- _ 13• _13' 13' 4w (Bottom) 13' it ,r 13` e 1/2' _.. _ - N (TOP 13• Ir 13- Ir or - 1N (Bottom) 6 1/2' B 1/2• 6 lIr -_ _ e 1/2•- E 1/2' (TOP) _ ._- _ .._ _ 6 1/4' 12 1/2• .._ .6 1/4• (NOR•) >6._6. TO 4 1/2• 4• 0 1/2' a 1/2• _ _ QOP) /4•-4 - i /2• 4 1/2' 7• -- - 7' - ]W (BOTTOM) ,o ,/2 9 1/2 /2' x' 4 W (TOP) 13' 13" 13' 13• a 1/2' (9oTlO1 • SEE TABLE It FOR MAX. AS.D. DES" LOADS t MAX. PANEL LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 MAX. A.S.D. DESIGN RE SPA INGG (P•••/.) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 8 A 7 APPLICABLE _!- �, _ TM niE11 MAxWLM PANEL LENGTH (H_) TAPCON LAG SCREW PANEU"TE FEAMD IE PANEUMTE PLUS� OD BUSNNO WO 13, ,r 1r , r 1Ill,3• 13• Ir IS- tr b` Its (BOTTOM) a "I. 6 1/2• 6 1/2• 6 1/2• 6 1/2• 20 (TOP) - - 6 1/4' t2 i.. 6 t/ 4 2W (BDrI.•) 5`-0 7 ,/I- e' 6' - OOP) - LESS _7 7 1 Y _ _ / _ Y ___ e __ e: .__ __ 30 (Bo1Tai) +48. -45 10 +7a. -75 -- ,J 13. . _ t-. _.__ Ir - 7- - 1J' -- IS' W -. 00% ... IY_._..._ Ir Ir 491 (BORON) U' 13• 13, _ __ IG' tw ) _ 13• _ _ 13• 13• _73• 13' _ E Iµ-. Its (BGT70M) 0 1/2• 6 1/2' 6 1/2• a 1/2'___ /2'-- -0 1/2• PO (TM - - 6 I/4' 12 L/2' I a 1/4' pw (BOA:') I > : ' 4 1J2• 5' 7 1/2' 7 1/2• - OOP) 7'-a' 5" 5 I/2• e'I 6• I - SW (61rF)M) 13' 12* la. 1 51/T N (TOP) 13' 1 Is- 13• 1 Ir I'a. 4w (OanCM • SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LDWHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 UKL11 e ASD. DESIGN LOAD MAXIM PANEL L ENO TH 40 PSF OR LESS 6'-B• > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MALE 10 OR PANEL MATE PLUS ANCHORS k W/ " SPN(i(71BINWT,AQ 1/2' O.C. 1/4.O TAPCON_ -. - _ _ ..l INSTALLATION DETAILS INTO POURED CONCRETE FOR UFE SAFETY PANEL 6) OR CONCRETE BLOCK STRUCTURES t/11 TAPCON_ ... W f I-�`OIC ANCIMN • 9 O.C. I 19/1tR17U1RLD. �POUE OR OCKIII irrm ANCHOR O 9' O.0 oR CONCRETE BLOCK REQUIRED O i.�L 7 v ! q ED• � �r i 1 I I I T- [­ - - -1 1i .'.-Aar .....0.R. �`A, -: l" 1, J j-::- (Lt t011 r1eR 1 I 1oOrN owl Y-et 1 'L, M..PANEI . -. �,J1 LENGTH (SEE ELEVATION 1 MIT. I ON SHEET 12) ~ I. TO GLASS_ 3 L/2 CONCRETE oR 1 . N�j 11L1 CONCRETE BLOCK . f •L9 RFOUM- a Ur = 1 I----_-1 / Ah 1/4"A PAAtEUMTE P�(1§ - "I', • ,2 I/2 o.c. * REGULAR PAWLS SEE /1Qte IS B is FOR ANCHORS TYPE a SIACPW rot NerA,U,10Ne SIM WOOD FIRM[ BIOJ e MIMMW NOW SPAC MDS AND MNINW LLOE DISTANCE ARE BM 04 THIS SCADW. FOR E.D. LESS THAN INDICATED ON SOCKU RCWJU ANCHOR sPAW4 By MUU6'LYN6 VACNO MORN ON SO4DMI BY THE !FOLLOWING FACTORS, FOR THIS OPIIATIN To K POSSIBLE. REDUCED SPACNG Oe1Ao= UW4 FAC1M SMALL NOT K LEM TWA I.e,WM SPAI POIOATED too EACH ANCHOR TW[ ON 111E SCEDLRE, MINK TIRE -_I/4►►_ CANON , i'• . we"". AIX416A wfais Oki 3 ] •N3N.RImM hr1P41N PL) 3 3 HNA.eY "" w 3 3 ,n .wARO W At am m BmmMK PM" le _. -- a3E - - - 17/r -_r _.. __ 64, _ — ----' - ---3 020 'AD._. '_ - - iIr - Co. COE CONCRETE BLOCK REQUIRED. 1/4.0 PAWFWAIE t'L,0 ANCHOR (BEYOND) -t� - u .17 �i A G 1 'L' MAIL e" PANEL LENGTH (SEE ELEVATION _.._-_ .. i ON SHEET 12) BUILDING MAXIMUM A.S.D. DESIGN PRESSURE RATING le.6.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHL= �Q� REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELQ INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX, AS.D. DESIGNPRESSURE RATING MMOUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE Baaw APPLICABLE MAXIMUM LENGTH (10 MAX. A.s.O. PRESSURE (p LNG. MAXIMUM ANCHORS SPACING MR MN CO. PER SCHEDULE $,ROWAlk APPLICABLE 70 SECTIONS A MAXIMUM PItNfA 10 (IL) TAPCON SOLD -SET nw" IO P PLUS h 7AMAC-WADI CALK-W t TAPCON SCUD -BET FEMALE ID PLUS 2AIMM: LIM CALK-N ro ro ro ro �ql' ro ro ro m A MIZ ro C -THEM. .45� 45 LESS 1T 13• 17• IS' ,r TS• 13' 3 IS• 13' 1 e, 6 OR LESS 440, -43 +63. 65 1 ,' f' 1 /" 11 I 2 1 OP13• OR lJ� 13' 13' t3" 13' 13' 1]' 13, 13• 13' 1 (BOTTOM) 13' 13' 13• 1r 13• 13' lr it +r 13• 73• 11 IJ7 t (epnum) 13' t3'-13' _ U` 1S' tS' r13Y 73' rW t3' IS' Ir 2 (TOP) 7Y 13• 13' 1S•IY t3' 13' 1J' tl' ISt� IS' I1 1/7 R (TOP) ,r u' r u Ir ,r u Y u : (soTT7 ,]� Y ,3' w 1r r tr +r is a 1r „ T 12 / ( oR) eon,r tr Ir Ir Ir 13' 13• is, 13• 13• Ir 3 (TOP) 1T 13' Ir lr 1r lr tr 13` 13• _ 13_ 13" tt 1/7 J Lipp)a,612 1/3 - 6 1/4` 6 1/4' 3 (BOTTOM) - - 2 1/ 1/2 a iI 6 1I 2 1/2 12 t/2 - 5 1/4- 6 1/4. 3 (BOTTOM) s• _ e• e• e• e` s• e• a• a• r e• 7 i • /2 4 t3P (T ) A• 6 t /2 e� s• 6 1 /2 B- 7 1 2 / e• 6 e• a• 4 (raP) 6• '__. 9 �_ 6• - e• - 6- - Comm) r __ - ___ _e•_ I' _ - r _.- - _�_ _ e.._ - - _,- E' .__..... ... ... _ 13' a' .... . _13 ..... �.... tl t 2 f 4 (sonou) ! UI• (TOP) _ IS' _ 13- .,. U' - ,l• __ 11• 13' 13' 3 i3' - 13'��- 13' - 1 ' 3 t3' _ - 3 .-_ _ IY 3 _-__--- S (TOP) -- (BOT10Y) _.._.____ 1Y 13' 13• __ 13' t3' ,Y tY - ,Y t3• _ 1r ,3' t3• - _W ,T t]' 13' 73 1 r - -_ 1r 1 ' 13' _IS' IJ• 1r _ 1J' 13• t 3 1Y 11 1/2' e (BOTTOM) 1J' 13' • 3 - , • J - t' 1 _ ts• _ �1 ' 1 1s• 7' ] +- r t' s 6 (TOP) L J• _-" 1 Y -- , ' 7 t ' 3 I - 3 1 J 1 ' 3 tJ` tr .�'. 1- -�._ 1J' ti I /2 6 +/4' i P ) (e 6..(BDTf.'•. -_ - - 6 1 4• 6 1/4- 6 t/4• 16 ,/4• - - - 6 1/4- 6 1/4• a (BOA--) a i%4• E 1J4� a ,-j4• a 1/4• - -. d i t' 13• S• 13• t0 t 13' r 13' �_ 7• 7 1/2 S I 1r 4 1/2- 1 (TOP) >a,-6, 10 14"' 13• a• 1r 13, tr a 1/x Ir a 1/2 9 1/2 Ir 3 1/2. 1 ) >3,_6, TO 6-6• 13- T it IS` g_ 9 ,-/: _ .iT .9 1/2 10 1/x 7 1/2 1S• 6' 1 (BOTTOM) 13' 7 1/1' 13' 11' 1]' 10' /1• 10' 11• 13' 6 tn• i (BOTTOM) 73' -,r- b' • J 10 1 /7 1J• Y t ' 3 Y 7 1 2 / S 1 7 // a 1 2' 2 OOP) lJ' e• 13• 1]• _ ' 1] a t 2• _J t _Y I B 2 / t 9 2 / 1 3 _ 5 1 ' /2 2 OOP) --r _ 13• 13' 13• 9 1/2 /]' 0 1/2 10 1/2 7 1/2 _13- 13- 6 1/2' __ 2 (BOTTOM) _ IS• 7 1/r tr 13• 13• LO• 13' to' it' r11F 1r a 1/Y 2 (BOTTOM) 13' T tJ' tS' 13' 9 1/2 13' 9 1/2 10 1/I 7 1/7 13 . 6 1/2' 7 crop) 13• 7 1/2" -13 ' i]' ,r ,D' 73' to' L1" t3• 6 1/2" s (oop) - 12 1/2 ,2 ,/2 6 1/4' 6 1/4. 12 1/2' a 1/1• - - 6 11C 6 1/a• 3 (9011011) - - 2 1/2.12 1/2' 6 t/4' 6 1/4. 12 1/2-12 1/2 -5 ,/4' 6 1/4' 3 (BOTTOM) Y r B• S 1/2• 7' 3 1/I' e' 4' 4 1/2' 3' 5 1/2' 3• 4 (TCP) 7 1/2• J` tl' 6_ '- - _r 4. 6• 4; 4 1/r 6 1/2- 3• 4 OOP) e a' a a` a 1/2' 7 1/2 4 (BOTTOM) _ ..._... 6' - - - 6' 6' Y S 1/2-7 ..i1• ._e• 1/2' f (90770M) 13• 7• 13- 13' 13- 9 1/2- Ir 9 1/2- f0 ,/2 1 1/2• ' b (TOP) 13• A 1/Y 1J' U" 13' 10• 1r to' ,�' ei/i' 6(TOP) 13• r Ir 13` 13• 11/2• 13' 9 ,/P o t/r 7 1/2• /Y 5 (BOTTOM) 13` 6 1/2' 13' Ir Ir 10' Ir to• 1r' 1`M)1J' S13 70 1/I ,3- r ,3' T 7 1/I' S ,/2• ELI %2' 6 (TO/)1!' W' 13' ,J' 9 I/2' 13' 6 t/2' 9 t%2• 6 t/2' 13' b 1/2 6 (Rot6 1/0- 6 1/4' 6 1/4•S 1/4" - e 4' a BOrt.» -- - e t/4' 6 , 4• e 1 1' a 1/4• - - - 0 1/4• I t/4' 6 (Bo1T.» UK COW I I FOR ANC IONS TYRE a 6PACRIC FOR OWAUATONS Who WOOD FMIE B AWM A .,MAW ANCHOR SPACEr09 AND MNIMW EDGE DBTACE ARE II101CA[D O1 " SCHEME. MR ED. IM THAN ROI24TED ON SCHEDULE REDUCE AMCNGU SPACING BY MULTPLYRq SPACING SHORN ON Sp[pNE 9r THE rOUARNO FACTORS, to THIS O mim 10 K "Saw. AMKEG SPACING oeIAA[G N6NG FACTOR IOVU NOT K LETS THIN MINORM S►hCM NOXATO 110 EACH ANO.OR TYPE ON lm SCHEDULE 1/P. IJ41. ,/A•. 1/4•• 1/4•P 1/4•. ANCHOR TYPE MACO, M,w ;;;_K.RMN AN women) mom 6FIIeft (n.) 3 3 3 3 2 ,/2- 3 ,/a AMMRMIM /000 PJ 3 31/2' r 3 31/2• 3 6r3TANOI9A.) sml 3 3 t/r 3 lIr 3 in 3 'Ir 4 Am" LfDi 06BYCE FA0f011 I I/r GAS - ail - CS - 2 t/Y - _Y U - 6!0 31 aoo,-, -tmimIm QNA - oz, I Im •• SPACINGS OF1Y VALID WHEN SPACER IZ IS USED. SEE �i it FOR WAX. A3:0. DESIGN LOADS @ MAX. PANEL WHEN SPACER W " USED. IMLLA1 A &LTV. OE6L011 LORD MAXIM PANEL LENQM 40 PSF OR LESS 6.-B• > 40 PSF TO 50 PSF W-2• > 50 PSF TO 80 PSF W-10` A MAX. PANEL LENGTHS ARE ONJZ VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. t ___..--.-._...__-_-_..___._...__. __.-._ -._.ANCHORS (SEE SECTIONS R ALI IRUTIVCS ON SHEETS 13, 14. 15 ft6)..--_--__-_. 13' MAX. **-1A/13. R-2A/13, R-3AA/14, R-1B/13, R-28/13, R-36/14. 3, MAX , ,1•'Mt R-AW/16, R-2AW/15, R-3AW/16. R-18W/15, R-28W/13, R-36W/16. I. D.M., aO_ .__ d C, II':, 0 0 O O O 111 .�_---`---._.ALL-T _-------- �- -- -- ,- --j--r - i I ` 1 i �1 I I ---� ---T-----i--- -- 1 ---i---------- I i !f 1 1 i� 1 I I {' I i N I ( I I I i'''' i t I I i � I i j I 1 �; I , 1 1 4"0-20N1' S.S. BOLTS W,®1 I j I 7• - . 1 (USE FOR PANEL LENGTH i 1 j MAX. O! 1 OVER r-e') I (1 1 + ( PANEL LENGTH I f REGULAR STORM PANEL ! REG" STORM PANEL j e'-e' W +40.0. -40.0 pA.f. : : � (w/ ownum, MO PAIL LENGTH BOLT) I _ ` 1 LIFE SAFE'11RM PANEL P ' I ' ONF'.RUP YID PAIR LENGTH BOL ft7A✓Il 7) f f _-. - , , T A A �. IA9E 2 MN. PANEL LLTOTN : ;..�,j I IJ4•.-20K1' 1 y},:- __ _ _ _ _ _ _ _ _ _ _ _ _ AT ALL MOUNfNGS , � a 1 S.S. Baas w ail ` T A EA I1 �Y . L �. , ... I r T- � { I , 1 �� II _ - - - __ .. -_ .-_-., ...1. i _. - _ -._ _. ...-. I - -" -- -- : - L 1ION a LIFE SAFE Y I L. -i - I L ! I ', 1 - Air D.M., .T I II d' I'I .-..� r- - PANEL BOTTOM CORNERS ; _ I 0 � ! 1 r L _____ __.. _. 1 __._--_ ___--1 Of O RStIC NUT AT ! WINO HUT AT '. I 3. Mi&I LEFT PANEL MOM PANEL 7' MAX: t' INSTALLATIONS ONLY VAUD FOR WIND t ON. R-1A/13, R-2A/13, R-3A/14. R 28/13• R 3B/14, 1• YN.; SPEED UP TO 170 M.p.h. _00.R-1B/13 R-TAW/15, R-2AW/13. R-SAW/16_ R-1BW/15R-2I1W/18 R-3BW/16. .__--- __.__.-_..-____...- . ...___.-._..-__.—ANCHORS (SEE SECTORS a ALTERNATIVES ON SHEETS IS. 14. 15 k,$)._. _....__ ____-._._-....._._ _- 1//- MAX. GAP LIFE SAFETY STORM PANEL 11) ELEVATION (t) SCALE 1/4•-,• r-� REGULAR 2.6671 ,-O REGULAR I STORM PAWL (LAN. 0VTLM P -, NIfOLC LMLLtY) 1 STORM PANEL __4_____-__ -- _____, . ___ _____1_._,nz=_'- _ - SAT" -:) .a-_,:_- _A :, ., fPB 4 awi > /­ ­=zz-­ A­� -lazzz�"z ... � --- . , ...- a T r ,z _ T s * LIFE PANEL :If = FLORIDA BUILDING CODE Non High Velocity HuPricane Zone) ,TL•.• A •Q e3 m rtum Na F.P. EXTERIOR 44sS/p0R(DA G\I 24 GAGE GALVANIZED STEEL STORM PANEL MwAI w s(. N N �I L IPE C O cl N GLOBAL PROTECTION PRODUCTS, LLC. 07 2Z i. SECTION A -A 4eeo s... at 6,nuT w.Y • 31I. — 4eMe6 K, b Y COAL FL SN,4 SCALE ,/4'-1• `L'4> :7�. � M1. _ RICO, (s")M-754q ne" (,)I8.-e7F7 20-175 CAW" III:PE. . .,R . SD4JBwINTUN[/MR MLR,, A Tax 4 - Pt r eent tf a le , PLOW '- Y ',- i INSTALLATION DETAILS INTO -1 1 1 t ?' 1 "L . ^. FRLIFE_$AF��P WOOD STRUCTURES --- - Tj ``T, - NA ELn )) ` i i -. W0 _RE IUMEo MND� 1 MED * - `II �p IIx RiO,MREMPADER WINED I I / , % T 4'1 iAPCOI i 4•. TA/iCON -;= OC / • 9• o-C. , 1'r TAPCON '. OR • Y O.C. - 1 4'I 7APC0M oR 41 9 O.C. / t ( I, ,, I"� I j I � 11 I `' iI, ( '1/2. / Is IN -. /� ! L +/2 I +/7 j1 ,IJ4• , '1/4• MAX. , � , � i /''' 7�� i It 1 I' 2 1 I 2 I Owl --+ - __ / -.1 �, ,r �, / MITT •` � I, I ,' / W ) Min 1 i I I I � W'�'.MAIL 1 1 I , � , II � /+ 1 I A I . I I 1 n a6+_B I - ♦_ , 1 SL .an w 6 01� 6 k711Yn I �S BEMs • E V /'F A Gh 3] /• >d I 4\Y!liar i a ,A t_ - I .GLIB N D j) 1 u/ 1 :.. eN 1 GLASSw. a -.-" u -✓- I =0p NCO. N /:. RON oAw r 4, O a _ _- _,._ LL i.--: _ ,(I,BKNI1Mp, � f. - p ' /`; 6 p ap I -L. WAX. % I d _ A-_. . --:-.1-1- ..33 6. PANEL LENGTH % _ 1 YEA. "3' ' (SEE 12; 11 a _ 1 _. _ _... _ _ �...__:�-_ I YLENGTH 6 I t MAX. _ .._ _..':---. '. PANEL LENGTH 6 ELEVATIONEE II _...._... -.. EL 1 IENi)TM - I I .. ._L __ .... .. _.___ _._ _i. - HET tN SHEET 17) _. .....::... .- ..:_ . PANEL ._- , - SEE ElEVAION 6 ._: ON ON SHEET , _... .. ____.J 6 ON SHEET t2 0 I I p I. i _ ri I SHEET 12) 11 L/ 1 1 I11 t' Yn. n TO CAM _.. j(''I�"1` . L.-.J - - - 0. `: 1... I_ I i - x - -- -- - I R I• Mn. f I �% L/7 j='---SEPAMTION- r . _O a N TO f 1 /3• j 1 ' , 1 CC I -,.- I - w-s[vwunoN Y TO CLASA E� I I O. .i „- ---A� i _ . ._ ..0 �2 ` TO I' M..5. 1'---SEPARA I __ ) " --- _ _._. -, t_ _ e O 1 -1 i - I -.. "__T_". : I ' , I. - i E - x` i ` : "i "-Y �; ,: f „2- t�th-2p,i/.• 6.. G 1 . •�•. i -T ''!s. xOt yEtD Mr. ' I ea» a 1i _ l - I _ 1, `, I i .I . 1,__O I I __ O I,% i II .w _T_ 2'N' W040 1 y l i I' • V , ac I '; • ,/T k 4• -_I '"�i N0 Yi � +i Voc i�' II ' _. ., ' . , 1.0 TAMVN \. 1 _. J4•r TAPC-0N _l , l'.. '� REQUIRED f . ({I� _.... I y 11 1 4•. IAPcaN 2'.4• wOS)Q. i _H 11 -SNC0 I �' 1-' ANCHOR w 9 o.c. ANCHOR 9' o.c f / 1 1 I; STAGGERED W/ SIM sTAoceaEG w siuo I ,` A4` Y1000 z Y/OOD \ I L, 1 it 0• o.0 PUrE I �. , D I I I I 4Y TMCON J ANCHOR • 0' O.C. .,` - 7 ,.'`_-- ::: PLATE REQUIRED , - REQUIRED ', _-- ✓` -' ._ j I i Aw ._..! rt f __- 1 _ Z..A•r •• SAFET _ PANEL LmY WALL MOUNTMOS SCALE 3/5-1* 1-IM A. T1Wl ��� .JiOLYLL.IPANEL WALL 1/1-� GETS ...'. FLORIDA BUILDING CODE High f .Tr Mon VelocityHu Como Zone 44167 24 OAOE GALVANIZED HOo>o n1t3a ��CO STEEL STORM PANEL ormk IN; I. INSTALLATION ARE ONLY VALID FOR AS.D. DESIGN PRESSURE RATINGS (p...f AND PANEL LENGTHS AS PER ELEVATION ON SKEET12. • * ; * [ _ • * STATE 0 -- m/27/tom +-' LALPROTECTION PRODUCTS, LLC. 6ac 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PoNE No 2, W/ SPECIFIC q q••. 4roG Rw. a, Sawa �,e` .'20RL0 a `W"� tM. R M", I�L'we'Pw .a ^ nTT3I 0nW' A' m14 20-175 z : (t�•t W-I — ,-)IN-7Ero. GAR (164)w-ero7 DENSITY OF 0.65 OR EOWL ; ••• S =Ptl' �;,,, , ✓t.'R. ~ Oftmosa IN, ", MITE AGIlu PL. WYn IS W N, MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f•) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL C1�INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(`Jt INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 HY 5) MAR AEA. DESIGNPANDAR PRESSURE RATING (P.e.1.) MAXIMUM ANCHORS SPICING FOR MIN E.D. PE71 SCIIEAIAE BELOW APPLICABLE 11 « MAxIMW PNNEI LENGTH •L' (n') MAX. As.D. DESIGN PRESSURE RATING (P•••1') MAM M ANCHORS SPACND FOR MN E.D. PER SCHEDULE BELOW AIwLrABIE a t%OA614AT,OtF OF THEY PANEL IENOM 1• M') TAPCON SOW-BETMMALE RU1 ZAMAC-NA1UN CAUL-04 TAP(OFI SOLID-eQ I �y 2AIAAC-Nim m CAJL-of A ro 1r ro TO ro tX11B1M110N d' tM[Y ro ro ro ro ro ro ,r I T!• I Ir Lr 13• 10' , T-6. Oa LESS .75, -75 .T71-1116 r Ir 10 1/2 13' 6 1 13^ a 1/2 7 I 5 1 1J' 4 1/2 1 a•-6•12 OR >.15. -06 1O +75. -7D t3^ 11• 13, 13" ,1• Ir 13• 13• I3• Ir 13• t3• 12- IS- 1W , MOTTO) - 6 t/2• 13• Ir 13• 9' tr 9' IV 7 1/2' 13' r , (BOTTOM) tr „' IS- 13• IS- 13• 13• 13' Ir 12' IY IV 2 (TOP) 5• Ir 10 1/2 t3• A 1/2• ,3• 6 1/2' 7 1/r a 1/2• 13• 4 1/2' 2 (TOP) ,3• ,,,' U• -,3' 1r 13• 13` 13• U; tr,3•_ iii i (BOTTOM) 7• ,3• ,r i3' 9 1/2• it 9 1/2• 0 1/2' 7 1/2• lr a 1/2' I (Wtt040 Ir it" -Ir 13' Ir tr 1313• 73 12• Ir to• 3 OOP) [13* 7• Ir ,J' Ir 9 1/2' ,r 9 1/2. 10 1/2" 7 1/r 13' C 3 (GOP) I/2 12 1/2 a 1/4• a ,/O 12 1/2. 12 1/ - - 6 I/4- 6 ,/4- 3 (BOTTOM) - 2 1/2-12 t/2 6 II, 6 1/4. 12 1J2' 0 I/.- - - 0 t/4' 6 1/4' ] (IOTTOY) a• 0' B•__-e 6 - 6 e• e' l !-?4 (TOP) _ _ S� 9' 5 1/2" r 3 1/2 r 4' 4 1/2• 3' 4 t/Y 2 1/2' 4 GDP)LE890 - B• a` e• _ .._. e• - 4 (BOTTOM) - a 1/2• - 6_ e• - '3 i/2- - TsiB01T011)_ �" 13' 1 P t 3 /3- '_ _ 1 r tr I3' J _ 11' -_ - I 1 ,3' 10 ^ 3 ._.... - GDP) 1 e 2 / ,3• 13' - 1 • 7 9' 1 ' 7 _ 9' l0 7 1 /2. /2 13•_e' t! a S (top)I (Bottom) ,!' 11' IS 13` 13 �__-- _ 13' 13 13 11 IJ" 10' a (60Tt0M) t' 3 -13' T -r -' 1' 3 I' J 1• 3 91 2' / lr 9 I / �_ 0 /2 tr 11• i] _ 13"' -__- /3' _1ST it I3 13• 12 _IJ= to' 5 Crop) - 1Y 1D 1/2 ,r 0 1/2' 1r a i/2• 7 1/2• - 6 ,/2 n 4 1(2. 6 (10P) - ._ _ - - 41/4' 6 1/4' a 1/4• a 1 4- - - -p -- a 1 4• 6 I/.• 6 » - - a ,/4' 6 I/I- 6 1/4' e 1 4' a 1/4• e 1 4• - - ! 14' 4 1/4' 6 Leon_) tl" 7 L U• I3' tS• 10` 1J• t0' „' 8' tJ' 6 7 2 I OP ) TO e-o• Ir 5TO ' 13• f0 t /2 17' a 1 13• 6 1 / 7 1 /Y e , /2• tr 4 t 2' 1 OP O ) TO r-6' 13' 7 1/r 13' 13' 10 t/I' Is• 10 1/2.11 1/2• e• - - 13' 7• I (Borron) tr 61J2• 13' is, 13• 9• 1r 9' 10' 7 1/2• 13- E• I Manor) 13• 7 1/I• 13• _ 13' _13' 13` 10' tr to• 11' 6• it 6 1/2' 2 (TOP) IS' r /3• O 1/2 Ir a 1/2" IS' a 1/2' 7 1/2• b 1/2• 13' . 1/2' 7 (TOP) 13• 7 1/2' - 11' .. ,D 1/7 13• 10 1/2'11 1/2' a• LJ' r 2 (BOTTOM) 11' 7' --"- IS' "- -. 13>� Ir 9 1/2• 13• -_ 0 1/2' 10 1/2 -- 7 1/2• 13' - 4 1/2. 2 (BOTTOM) 13' 7 i/r 13• 13• is' 10 1/2' 13• 10 1/2-11 1/2• e'.. 1J' Y 3 (TOP) 11' r - IS' 13' 9 1/2' it 9 1/2- ,0 1/i 7 1/2' 13' 6' J OOP) _. 5'l%r 12 1/2 6 1/4' ! 1/4' 12 I/2- a I/4' - - 6 7/4• ! 1/4• ] (BO701N) - 2 1/2.12 1/2 6 1/4• 6 ,h' 12 1/2. 6 i/4• - - 6 1/,• a tJ4' J (BOTTpI) 1 1/2' 3 1/2• 0' 6' - t/2- -4' r 4 1J2' r D 1/2' ...7`-_ Y-• 4 (TOP) r _- 3- a• a 1/2- 7• 3 1/2- B- 4• 4 //r 3• 4 1/2' 2 1/2' 4 (TOP) B' e• a 1' 6 1' 4 (BOTTOM) S` 6 I/r - 6 ' r _ 5 1/2 -10' _ •7 7•_ �6• A (BOTTOM) Ir 7 'Ir 13' 13" 13• 10 t/2 IS• 10 IJ2 .. 1/Y e• 13• 7• a (TOP) 13• a 1/2• 13" 13- lr 9• 1r 9' 1/2• 13' S (I IJ' / tr 3 • J ,o / x- / , 10 I / , t i : ,s• r• 6 BOTTOM ( I' 3 7' 1 3 1 3 I r 9 1 • u 9 1 2• / to 1 ` n 1 1 r / 13' !' ! BO77TIY t ) L3• _ 7 1/2' ,r Ir it 10 1/r _-., Ir _ ,0 t/2 _-__, 11 1/2 _ 6• IC' - 6 (TO►) 13' Y - lr a 1/2' 13' 6 1/i' 7 ,/2• s t/2' 1T 4 ,/7. 6 (TtA) 6 1/4' 6 7 a• 6, P 6 7 4' e l 1• a,/4• a (BOGY.•') - - e 1 1• 6 1 4` e, ,• a 7/4• - - - - 6 1/4• a IJ4• 6 Sort.» BEE *W II roll 44bHORf rtFt a IPACM PCR INSTALLATIONS INTO WOOD rMW OLASINI . 0 Y.NIU. AK3OR WINDOW Me H01N1A root 016MICE AN .OEN[D ON INS SOIUML NOR LO. LESS THAN 041tGRD OM SC VIKAE KDJOE ANCHOR SAACNG Br MULWILYNG 1 00bW SHOWN ON scmohAE or THE foUDW O rA=M FOR ING OP[MaON To K POSSIBLE. ME000E11) SPOC COMO= LAW FACT01 SNAU Mgt K USa 14001 . MAN SPACING IIOCARD FOR EACH ANCHOR INK i/4*• ,pr'. 74'i ,/4 i V4•e ,/4•. ANCHOR TYPE MWmM .4A:eR YYiu14V: _ 7AMC-YRN OIR-4M MM MU ANCHOR SPACING (NIL) 3 3 3 3 3 1/r 2 1n mmoom 1K PU 3 Cory' r 3 3 1n' 3 PWMYC RW au7D1 3 3 ,n• I 3 ,n' 3 1n 3 1/1• 4 AMAMI. GM MOIL FACTOR _ I ,n _._ am -_._ .t�l _ .. or - 3 try o3e - 1__1W ... .. ........_ 013 _. -._.w._3i-Im Im _-- - ___.. ...__. .... Im -• SPACIK)S ONLY VAAJD WHEN SPAR Na UM. SEE 1 FOR MAX. A3.0. OESKRN LOADS k MAX, PANEL WHEN SPACER IS USED. 1/4•0 TAPCO_ _RM ANCHOR O 9D.C.CCOf CONCRETE BLOCK .' REOUMED11 1 ' -O;/ , 2 1 _ _I 1/Y ' i 7/4- h+A}4 USLl2 A A.S.D. DIEM LOAD Wile I PAIIE LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF W-2- > 50 PSF TO 80 PSF W-10• A MAX. PANEL LENGTHS ARE ON Y VAUD FINSTALLATIONS W/ SOLID SET ANCHORS & W/ OR SPACER AT 12 1/2. O.C. INSTALLATION DETAILS INTO POURED CONCRETE /4'0 TAPCON POURED FOR LIFE SAFETY OR CONCRETE BLOCK I t/1.6 7APCON PANEL C1) STRUCTURES 1/4'0 TAPCON _ ___(XISfINC ANCHOR O 9 - C - '/ % // CONCRETE ON REOUMEO BLOCK ARC'a _ • B' 0 C / �POUREO OR ANCHOR O 9. D.C. CONCRETE BLOCK REQUIRED. 1 1- / I - --i I E.0 • �/ I I ,, i%/' / ' I I EXISTINGMASS I -I �lq 15 w ' tm I. _. . f, � 1 aK HK A AL q L.ON OK l• 4r) ' t 111 n II 1 I 1 t' MOT. II 1 PAN0. LENGTH It ELEVATION (SEE EEE ON SHEET 12) 11 TO GLASS, R I , I L/2 •, .%% U L0.4 I I _ �; 4 I •4 I cc Vr '., 1 3/4• �; I.... 1 1- r (/may) _)/41 TAPCON ANCHOR s ro.c. I,., PCIAED CONCRETE OR _EXISTING ETE BLOCK ACQUIRED. WALL MOUNTINGS SCALE 3/8- EXISTING POURED CONCRETE OR CONCRETE 910" REQURED. sa DIEM Is ! to no ANCHORS AIOIp1 In 1-moss TYPE It SPACING FOR NOAUAT10M6 RITO WPM mom" wKNAII MMOMq DO 3 •DOD FWAIC OMOM09. MMIN ANCHOR SPACOM AND MWWIA 4,,„W,1a„Mp „GPrM4M OA) rW,AR.I.il GMY+M Brr OAL 3 [DG[ OMAN" ARE NDICAT[D ON 11SS 7GRDUIL MR LO. LESS THAN INDICATED ON SCHEDULE RCDUM ANCHOR sPK'1N0 3 Aeu1 m Be9110E = NORM Br MAPPLT9O SPACING 91rOM1 - SCHEDULE BY INK FOLLOWING PACTOM£ I In' am FOR INS OPLWMM TO K PONE.CED NIOSPACRO OBTANED MIND FACTOR SHA L NOT K LESS THAN -_.. _ -.. _. __ _ 2 1/2'.. .. _ __..__. CAt is _-...___ IO NtWM =0 NOICATm FOR EACH ANCHOR TYPE ON Toe9 SCHMIL111 ....... - _. r .._..-_... _. -_-_ -_ 3 I - L PED OR CONCRETE BLOCK ,tEQu61ED. O ' I II I 11 T�iVI I , I '., • A.nt K e-"IXPNLAnoN' I TO CAA3S. r.I. _ I 0 ...111,w et W GEu Y... -. f. _ I o ;rr 111 A, 11 UK- OEM � 1 I % tl 1 i 1 A 0 f 1 MAX. A I � ) 1 MAX % PAIR LENGTH Y 1 e 1 6' PANEL LENGTHI..._. . 4. _.. J. --- (SEE ELEVATION 0 1 (SEE ELEVATION 11 ( SHEET 12 11 I I.l ON SHEET 1 2 i . 10 ,Ior-SEPARATIONtoCLASS, ,t 1 1 I I. I O N I 1 I E.D.• I%fr 1 iiiiii I . [ 1 _ I 1 , 1 _._. _.I (, _iS MDI Yi t_..' -R 1Ot MS I I /l e6LTs W . ,9 ... �/ 11 SILTS k • 13 C. „-1/4'o TAPCON / _ t/4•. TAPCON ' ANCHOR • 9• D.C. ANCHOR W 0• D.C. E7osTRNG POURED LX)NCAETE Oa OGSnNO POURED CONICRER OR -CONCRETE aIALN aEOUMED. T`ANCRETC %OCK REOL19tE0. popdq •_ WALL MOUNTINGS SCALE 3/5-1- FLORIDA BUILDING CODE INSTALLATION DETAILS INTO WOOD FOR UEE SAFETY PANEL STRUCTURES ffl 111 _ YIDOD HEARER - .� _ Ij1 R000 MEAGER BU 9 OUIRED y Ail ` , \ 1111I / \ 1 4'e TAPCON I NON O 9' O.C. �\ I 1 4•r TAPCON 9 9' OA- / , ) % , ! 1 , I - h .. a r / )� ) L 11" t/2• 1 I,_. I 7 i 1/2•I 1/4• . ,' I �l �, 1 ': 1 YNn. L ' IPA ) �I1 , 1 Li Li I 1 1 T 1 O a E.Xwbmj 1���� n A Y` 1 /+ti Car GLASS N G oAa� I I II u ,A _ % i oNH om t-EO 6LAssK1 9 R I - 4 11 __ L ._ A - MAX. -1 1 PANEL LENGTH _ _ :-.--_ __ _ 1 ; PANEL LENGTH r' a (SEE ELEVATION ,I m-...... I (SEE ELEVATION .,/, _::. _ - __ - I ON SHEET ,2) n tl I ON SHEET 12) __T - - I II 1 'Y MASS' t -O ! R p--- I i '�1 6 K I t �2 AINTIOR- tl 0 GLASS. I , e 1 _ & I 1 euVroe f .W%voC .. 1 -__', WOQD aI ,�' - PLitE eDul1_ I , I i d-, 1 it Ott REQUIRED I -I �14 i 1 4'r PANELMITE PLUS REQUIRED l _ - 1/4•0 PAELNATE PLUS 1 .,:'ANCHOR O i2 t/2. O.C. I ANCHOR 6 12 1/2' O.C. Vow Ph ELS W�L MOUNTINGS H....,,NHn b rLR A.tk/j . seAE s/e-, t� 'VGENSi .✓9 .4416E FLORIDA BUILDING CODE Non High Velocity HurrlDone Zone). _ : 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (P.s.f) AND PANEL * .. * S .mn iMIICO• .S. •1 STATE DF_ ,:w6t 2i GAGE GALVANIZED STEEL STORM PANEL -y o* !NOR -�L_, L PROTECTION PRODUCTS. LLC. Fl. ww er 07noATW LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD SAONAIti� /�-3..E+2.LA IL E C O 1Ne. OWL n.1b7±�T _ MEMBERS TO BE SOUTHERN PINE NO 2, W/ SPECIFIC tMNFHH4M3 / ,� R, r ,,.,., A,.. poq m_,4M ti : AA„r ,n_,NI ,How. (ISN)o1 -7"s. rAL (.NMs.., 20-175 DENSITY OF 0.55 OR EQUAL Pt..DM/Kaw7uw/DAE I31-coKno 1MLTTX A tAU1 w.. PE. �� rr ~ owR w "Cow a R -a--r Q) 0) i � j � � U (1)) N (1)0_ O CL C 0 "� O C .0) I tf U -0 Q- � N C == V CIO cu -= 0^' O C L_ -2 W Ca C 0 0 CIOu9-- u— 0 > .(" E 0 0 � ku 0 L ^� 47- F Cu -0 .C: (n Q u I II II it N 'N' , N :.a 0, N D..Li l i r. c) uj C ED ,J " >x _, tZ c o-- .12 40 O - 4/3 -0 N � In 0, 473 -ccN -� Y 3 a7 CU -• n L CD °) i - . = c d d = V _ 3 E , w a3: 4y .0 t.s a, i N C Cm - .� A .= in >=- c E ,C O d 4.3 O U) 4-.I (1) _� CIO CL (1) U =3 CIO _0 0- 0 0 �a/) W LU = Q Z Z a J (Z SHEET NO. SH 1.4. _ 1 I I _ _ _. _ I I 11 1 1 - _ I III 1 11 111 1_ I I I I I -- - , I. -1 1 --- -- - 1 If. _ I I I I I II I _. .__I I I I 1 1 I - - _ - - 1 I III _ I I 11 III ilh[�1� 111 EZt/16, EZIW/18 ANCHM -(SEE SECT" Ql a ALTERNATIVE EZIW ON SHEET ta). _. .. ,• Min.; (� ;,• wn.: ('�(SQ NOSE 2) "-0�(`4 �pOTE� 2) iAM' S ' OFr j/Is•• ALUMNWu - "-POP_ RIVET Ili LAST PANNED TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE D PROVIDED W/ REM HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. I (tvEi11 f14IE5-� ,_ T__r _I(ENU PANEL)) I Ior (') E-2 HANG STORM PANEL SYSTEM (END PANEIJ� (INTERIOR PANEL) i (INTERIOR PANEL) I (,NT'ERIOR PANEL.) MAX C , LNG OF AN l + Cont. TRACKS TOP & BOTTOM. SEE NOTES 2, 3, 4 e I I (2) END PANELS SHALL ALWAYS RE CONNECTED TO BOTTOM TRACK 5£C NOTES ?. 3, 4 1y_Q• OTHERWISE: A STOP BAR SHALL BE PTidW0E0 AT TOP OF SUCH (� X. LENGTH PANELS. PAN L LF Or (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION ♦ I_ i SMALL CONSIST OF 1/4'e-20.3/4• M.S. W/ 7/8'0.3/32" WtMC ♦ I I )M�'LTED PANELS W/ 1/44-2A1 1 NUT OR //4•IZ3/4' Min. THUMBSCREW INTO TAPPED BOTTOM S.5. DOLTS 'WV® a EA OVERLAP TRACK. LOCATION OF FASTENERS MAY SE AT EITHER OF TWO RIOR SI�Ii� I III �� pME CASETHAT ENFLANGES (4). INARE NOT CONNECTED TO BOTTOM I', -- TRACK (ia A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO T 1 j I jI I I 1 1f �I PANELS SMALL BE CONNECTED TO BOTTOM TRACK U&NC SPECS �j'�'_-.�'T'�j_ INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF JJ_L1 JJ_LLJJILLJJ_LZ'JJILLJJ<LLIJ LLLJJ_LLJJ1111JJ_L1JJ1 _ _. 1 _ i Pa+ELs TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. .. 3• MNR {.. I � SEE NOR 4 - - •'' y, 3` Mo..:-. I.�,. ,SFR 1' Wn t INSTALLATIONS ONLY VALID FOR WEND Mtn .; ITN NNOO J L.JW� J �j c SPEED UP TO 170 m .p.n. -'-(5FE SECTION ¢I & µTERNAl1YE Q1W ON SHEET le) EZI/18, EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM M SCALE: 3/32"-1 " . •. 2687'(MW OYtAM f/4' Mox fiAP .1 vew WALLY) MAic/ c4P� .,. _.� SECTION A -A sca.E 3/32'm 1' � tiER P- 71(�/l'A'y =%V�:•'' '''•'ASP: FLORIDA BUILDING CODE Non High Velocity Hurrtcons Zone . 44167 oloto TATTLQ wc. 24 GAGE BALVAHtZEO STEEL STORM PANEL 1 'w. 1*z GLOBAL PROTECTION PRODUCTS, U.C. o%aoio •' Sr - IL E C O s* STATE 0 IMc. .� •.,cow 4400 Sr. 5, STRIP O� FCOR110 I+ Fm m �,.• Rea- n a,. DRAT, 2 x. 20-175 .•.. nil -"a Pw mn-I", MraaM.AaF-t510. Me (R5.)45F-Srn '`'FyAr lQ a"ao5R7n N.PRW rollc/oI\re IIIMIIIn11 \ wMNI A TRIP J..,M167 PCFEEsom I) Or IR ENGINEERING ENC31MEERINCI EXPRESSO PRODUCT EVALUATION REPORT September 15, 2020 ApPBcation Number: 171159 1 - R2 EX Prolect Number: 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description 241 Galvanized Steel Storm Panels Large W"Is Impact Resistant Scope of Evaluation: This Product Evaluation Report Is being Issued in accordance with the requirements of the Florida Department of Business and Professional Reoutation (Forlds Building Commission) Rule Chaptar 81020-3.005, F.A.C., for sMswMa acceptance per Method 1(d). The product noted above has been tested andfor evaluated as su m- ized herein to show compliance with the Florida Bu9ding Code Seventh Edition (2020) and N,1. the purpose Intended, at Most equivalent to that required by the Code. Re-evolur0on of this product Shall be required following pemnent Florida Building Code mod fl ations or revisions. Substantiating Data: EX drawing 020.31543 tided "24gs Galvanized Steel Storm Panels (HVHZ 3 Non-HVHZ)', sheets 1-5, prepared by Engineering Express, signed & sealed by Frank Sennardo. P.E. N an Integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAB 202 test standards per test report(s) /BT-ASG-17-001 by Biackwater Testing, Inc. Large m"Is Imped resistance and cyclic loading performance has boon NOW In accordance with TAB 201 and TAS 203 fast standards pa test report(*) NBT-ASG•17-o01 by Slackwater Testing, Inc. ♦ 87UTLENGINEEfUN��LCU���S Structural engineering calculations have been prepared which evaluate the product based on comperstive andfor rational am" to quality the following design critens: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 121" Av1Nut SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396.9999 TEAMOENGINEERINGEXPRESS.COM ENGINEERING EXPRESS. COM n T f r3U -'leaf ,� 1 't_t'IIIIH ?� T2J_ C C aHJLL 4 Lxo 1 La `Lrly+ �'0 A fh 'r"TR"fl^GM�� aaNiu'J.L wPn.. U �� Ir I Try Ij YI I rIIUY'a. I.Ik.y'.W Tel•. �I'-Y P Y ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable streas has been used in the design of this product. Separation from glazing is not required for Inatalletlons outside of Wind zone 4 and essen8al facilities. Impact Resistance: Large Impact Reslslance has been demonstrated as evidenced in previously bted rost report(s), and Its accounted for in the engineering design of this product. Wind Load Resistance This product hoe been designed to reels( Wind IDEAS as indicated In the span schedule(*) on the respective Product EvaareBon Document 0.e. engineering drawing). Installation This product shall be Installed In sand compliance with its respective Product Evaluation Document P.O. engineering drawinB), along with all componentsnot d therein. Product components shall be of the material "Mod In that product's respective Product Evaluation Document 0.9. engineering drawing). Limitations 6 Conditions of Use: Use of this product shall be In strict accordance with the respective Product Evaluation Document 0,.9. engineering drawing) a9 noted herein, All supporting host structures shall be designed to reMst all superimposed loads and shelf be of a material bled in this product's respective anchor schedule. Host structure conditions which are not accounted for in this Product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shelf be protected against corrosion, contamination, and other such damage at all limes. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. Mil •t Frank Bernardo, PE ENGINEERING EXPRESse NPE0046549 1 COTT Auth. 9883 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAMOENGINEERINGEN/RESS.COM ENGINEERINGE%PRESS.COM A '•F.' uJl: r :r avn cc� rArl Tsr. , �a T,E T iv Eul I 1 LL 1 3 f C al Ln / 1I ,<gyg8 9 a tl al IS .4 1 E E M. w M u O 1A to i rat,. •. Igp, ^1 RLL I A fi. !u'\ CCRIKLi/BOOR NOUNr 9CRION tm wa g V i+tinny LLJ .RTI B: SDI ` w.J, x r m Rr rr. isen i IS u WALL MOUNT 9_CnON _r. .. Y.. -i.n-mn - .,.0 J m4 Tv".'•1T- Lit .. I.TJJI r_J. �tI MWJ,I, AOMrI I.J-L, A: WI.. I'>L_ ITr`� N 1lH�(1 � lltt _ Q PP X cnur FI v �8:1,:FECYIP - L.AlL LI 1taL -'7 E45E[• A. x 1a -�J,TIAE ('Y 'r' INN:Ifnl.n:l MINI (,III U /4 I: N INlwl(ININMIAIxI S cININ 'TI r'iro �. -("3 / Ll� V Iyu SrE.Frwr�i; LTI c�`�,�z•n,.. >h w •..C'1,`C.0'. v: [i. _. •Tit 1 CO' V\;: J Inlnr'L• .,n.,r :,r.IT..�f'MRI'1 DV-i'- ...e FT'°Y. ;,.Y.rr 1,11 '] f.S, fa.l r.:xP,•-p•x, rre I OPTmNAI TOP/BOTTOM CLOSURE DETAIL L I 1 ri!]I :C 012 INSTALLATION DETAILS FOR POURED CONCRETE. CONCRETE SERIES 2000 E-Z BLOCK Ct� HANG STORM PANELINTO ANO WOOD STRUCTURES _ i". 5T CONGRE1E o % ...,y CONCRETE BLOCK \` - `. _V4'/ TAPCON ANCHOR a 12 REQUIRED ��//77''•77��j7 _..._,I.,7- / l ,- ..) . 1 r - 1/4•e TAPCON .. _ 14x1• NEK HEAD TEK ROpp NEA,QjR / , / - 1'-••.��' \•r I/mi• HER HEAD T E E FROw ANCHOR • 12' O.C. EDGE Wai EDGE OF (§ . itsE. 1 12" 1 11x• ... _f 1/C♦-ID,r' D iS Igln r i I a I aaa4le�N 1 2° 1. � N ± 1T0 MW�mLL� a , SEPARATION i Ex�1I(�q�M 70 CLASS. - ALMIJY Pop T•. EriSt,,�, ,�--SEPARATION TO CLASS. - I - MUW POP aASsiS7iN9'u RIVET _ 17 � VTaAss""li _ _�_-... __ - B-O• -� PANEl IjFNciN a _4-- _..�N.... ♦.._.. _.."_ u enn B _.4 _'___ .--____ __ PANEL AX AX _ -1 RLEN a LENGTH a .._ ;• - - 1 -.. F- _. _.. O4-aoP2 B _ I TO GLASS. SEPARATION..._ 70 CLAM" I I a '1 ypZ Of pp OF rUT 1/2 -1/4"e TAPOON ANCHOR 12. O.D. I 1/4Y TAPCON sr,rmrr„n POURED ANCHOR O fY O.C. Yy' pit , --PLATE 2"N' WOW CONCRETE BLOCK I_L_i REQUIRED REOWRED. WALLMOUNTINGg tlQurmwa SECTION SCALE 3/8-1" MATWE Mt SCALE 3/a.7 W,"IFIIe1FMFwF ' JGEN�(r' 9 BC1E55: * MIN. PANEL LENGTH t. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SMALL BE 2'-6 PRESSURE RATING 4/- 40.0 P.S.f. AND 6•-0' MAX PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD y1 FLORIDA BUILDING CODE Non Nth Velocity HUMcanR 0, 4 4gmo Krcra 24 GAGE GALVANIZED STEEL STORM PANEL * ; * ] �.. �,, .q STATED - " IL• ECOltsc. GLOBAL PROTECTION PRODUCTS. LLC. flOR10 ON &W. 51 sr"M Zone r.. CANN, n. o)/n/mu aa. MEMBERS ill BE SOUTHERN PINE No 2, W SPECIFIC / •�yO,E: , 'Y ` ,ry> a "m 1,"' e' '~'yAoer F.. 'r'M o ' N' F 1 t maw.'. (serlRw-rM0. FFPt tMx)FK►snr 20-175 DENSITY OF 0.55 OR EQUAL., \ AW ! yr S�IouNM fIIi6` N.. R.1 R-IaTF . ppM Si'-nn oA1Rrw Iult/oAtc c''01005 9 NN/U A PLUT JI.. P.E. ALL AMERICAN SHUTTERS AND GLASS `24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) TOP MOUNT (CONN TYR, TYPE AS MOD) SECTIONS OPTIONAL / 23 STITCH STITCH BOLTS WITH wA WINGNUTS FASTENED e OVERLAPS 0 MIDSPAN(USE "J •� APPROPRIATE SPAN TABLE) B pp11 PLAN VIEW �`1l OlO l / BOTTOM MOUNT NN TYPRI-1\ (CO E 1 REQ'D) \'14 R0.391" MAY Be AT T ti 1 TYPICAL VERTICAL MOUNBT ELEVATION 1 NT.S. ELEVATION TOP MOUNT (CONN TYPE LmdX 0.5 REQ'D) (SPAN ABOVE srN A50VE TI- BOTTOM _ to OUNI (CONK TY � to AS REQ'D) i (p ID I -OBSTRUCTION 5 T„E rG J (LOCATION MAY VARY) Z TOP MOUNT (CONK TYPE p5 REQ'D) BOTTOM MOUNT (CONK Lma% (SPAN BELOW TYPE AS RE'Q'D) OBSTRUCTION) PANELS MAY DE NOTCHED RS REQUIRED, OPTIONAL YV-2OSTITCH BOLTS WITH WASHERED PROVIDED THAT CONNECTIONS ANCHORS ARE USED WHICH SATISFY AND WINGNUTS FASTENED* SPANS ABOVE a BELOW 085TRUCTION. OVERLAP' a MIDSPAN (USE APMRUPNIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N7,8. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS .e> MINIMUM S OR PANEL MI STORM SEPARATION F SE ARA ION FROM GLASS (HVHZ, WIND ZONE 4 a ESSENIAL J ACIL1 DESI MAXIMUM- U I DESIGN ALLOWAF BL INSTALLATIONS LE55 INSIALIAT36NSGREATER PRESSURE yAN tLmsP) THAN WABOVE GRADE THAN 30 ABOVE GRADE II f96Ft � / SO ' 3300m COS 1 118f / 39 ..- e/40 130D 1 T 1700m _ _ 6061 606_ry 7 161 .-.. .2161n • 45 i ISOOIn _ 606 In 718In /SO pt 170.0M 6061n 7.161n ./-55 106.61n 6.0/1n 351n_ _-/60 Ta32 n 6.091n _2 253m •/'65 .._-.- 5981 a]IM _.... . -.-. .___. 7771 .(-70 �./ 77 1 354m 6]]In 1901 _ :WAN SCHEDULE NOTES: 1. ENTER SPANSCHEDULES NEGATI VE DESIGN L040 a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('F"-TRACK. STUDDED ANGLE, ETC3. USE 6,25' O.C. PANEL FASTENER SPACING TABLF VALUES FOR ALL •H•- AND'U"-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3, LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE ERMINE MINIMUM ALLOWABLE SEPARATION FROM THE DINNING TO Be PROTECTED. 2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTIR WIND ZONES I THROUGH 3 THE GLASS SEPARATIO N SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING t5 R IRED. 1"'�'� PRJWKB NpR00 lE P PEM4G U• E065 1 `" MAXIMUM ALLOWABLE DESIGN PRESSURES: � �•^"�' AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES ( �� POSITIVE AND NEGATIVE DESIGN f4iE95URE9 CALCULATED FOR USE WITH THISSYSTEMSHALL BE DETERMINED PER ENGINEERING INACCORDANCE WITH THE (( SSEE�PP7AA�RATE REM FUM THE NOWCDA� ® !CEDING CODE 5 6E o •i tb09 OF ALL LE55 THE OR ��ppUAL TO THE PC5iTIVE OR NEGATIVE DESIGN PRF55UPS CAPACITr VALUES LISTED HEREIN FOP. ANY ( < 1 ASSEMBLY AS SHOWN. ' L N GENERAL NOTES: t "" " t I THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN LCCORDANCE WITH( TMEftWU1REMENTS OF THE fI_ORIDA*V{LDING COOfi 'AS t01 1021Np 10370�57 P0.0TD[OI S. fDNTAACTOR SHALLMYE9ttlAATF N 'i1 OW b NO 12•l/2RL INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OP THIS SYSTEM. 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPeRSTRUTORE WITH WHICH THIS DESIGN 3 SED SHALL N RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURW TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR 9 SEIPPATC YM•bIKIFIG' SEKEO eN01N [[RIND SMALL BE INQUIRED IN CRDlR TO DlVIATE FROM LOADSe,, DIFLECTIONS, OR SPANS CONTAINED r HEREIN. CONTACT THIS ENGINEEk FOR ALTERNATE SPAN CALCULATIONS AS MAY IB Re 1110. NNN{{i d 5 THE 5U DETAILED M[RBIN 15 GENERIC AND GOES, NOT PROVIDE 4 INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THR CONwri0N5 DETAILED MEREIN, A LICENSED ENGINEER OR REGISTERED sl YLLLLJII BO O ARCHUMTSHALLPP EPARE SITE SPECIFIC DOCUMENTS FOR USE tit CONJUNCTION WITH THIS DOCUMENT. 6, DESIGN PRESSURES NOTED H REIN ME BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A IS 5� FACTOR. p� at E F CADMIl1M-PLSATED � gotrN.AW] TBNERE LBE OPDOTNERWISENOTEp CORRD910N-RESISTANT MATERIAL AND SHALL COMPLY WITH'SPECIFICATIONS FOR ALUMINUM STRUCTURES" SEC FON 3.3 BY THE ALUNIMUN ASSOCIATION, H. ~ YI 6 INC., 6, ANY APPLIUBLE FEDERAL, STATE, AND/OR LOCAL CODES B. ALL STORM PANELS SHALL BE "GA STEEL,P0.024^. ••/�-y'N f❑9 /. STORM MNELS SHALL CONFORM TO ASTM MIS 5TRUCTURALQUALITY 1-T "51. Ii0. ALL GALVANIZED Na WITH A t 61363 M Fy ALUMINUM U. ALLALU ALUMINUM.SNALL BE 6067-TB ALUMINUM ALLOY, LL�YY IgV2[ OTHIEXTRUSIONS 11. T NOTSO TOM OE38E. 11. TDR N SDICTA pRANE SMOWN MAY 9[ 1NT[RCMANGCO i][L0 a O CON TIONB DICTATE• PANELS MAYBE MOUNTED VERTICALLY OR AS CRETE NNDT'Ep HT1EL N 2O�COCKE •�' CONLLY ALL CONCRETEANCHOTp CONCRETE ONLY, INSTALL ALL COgCAETE ANCHORb PER C MANUFACTURERS 39, THE GONTRACroRf8 RWP0118tBLE TO {fISULATE ON, PROTECT ALL 23.THECONTRACTOR IS MEIII.MBEENpSG FROM DISSIMILAR MATERIALS TO PREIW"TELERROLYSAL6"I6 [GN AS B S SHOWN ONLY. USE OF THIS SPECLFICADTION BCONTRACTOR, R1. RI E S L FOR ALL COAT N IAMAGTS L N BAVEE MARMLE'b5 TMIS ES RESULTING INC INCLUDINGLEGAL FEES NAPPELLATE FEES RUCTIOING FAT( MATERIAL FABRIU SYSTEM ERECTION, 6 CONSTRUCTION PRACTICES BEYOND THAT FABRICATION, •P i �I g 9 CAL M F T FOR 8Y LOCA4 9TATC, R FCpERAL CODES N FROM DEVIATIONS OF THIS RAN. a II E R .EXCPROVIDED MIA BIN NO ADDITIONAL 1S. e%CEPT AS EXPRESSLY RAFFIRMATIONS CFPTIAICATIDNS APPIRMATIONS AREINTBN'OED. Yy C A ALTPERTITTE AADS INVAI A OTNIA MARKINGS IOTMIS DOCUMENT S, ARE NOT PERMITTED AND INVAL1pAT[ THIS CERTIFICATION. IB �1lZ�a 17. /ANElS SHALL BE PERMANENTLY LABELED WS7Tf A MINIMUM OF (1) LABEL PSR IVORY ].D FEET, CONTAINING THE FOLLOY/ING INFORMATION', )RIDA PRODUCT APPROVAL NUMBER IIN°"' 20-31 VISIT LTCALC.I0I3TG43 $0 111 F;RTC'lxi: Fl; CCA,�T •;'O a rORMWT AUNTDNunaNe IIlrbIR1ARMIAC64 MINIMUM ALLOWABLE SPAN SCHEDULE I�I■�:r� arac��rrler�(r�.�zill�rri��t�te�.',<a SiA[iiCiEiSiF.ZiiFzJi..NE'i1®Fsl . �:373'LTii;.'�f[7OCiE-��i Fi�i?ilfiz�iZ'i '["iF EL)iFsF7E FziE+`iFsi®E:i.®E7'J ..®S� ' 3tk351iC17iT,li...iul..lE .. r7E�iE1ifF1i7Ea7E 1E i AF 7rJ E3L� S=711 � © ® q �®0 r Ems® OEZi'ii{ilE"CiE iEJCJ7FliE^..A' " �'fib*l7EtiEIiRIIiE?'iETi7F�E�7E?itiEZF1E'csii i *JEI*iEEZ'i.EiiCS1E'3.RT�' EZSiLT3.Ei.7 E'?.7.^"Y(�3"T'"rfiEe3SE3F`[1iiBiE'71A EIIiiiIIIiS�E�E�[iaF �"EAEy7..E:i7E3k1...E3ii. rWwR IBNNRP00L�M F P[6p.4N9 GP "PR] 1 w (Tt ,3 1 g r - Y C N gs uL R a C ' 3 L Na� O I SPANS LNVM NEAe Ape MINIFRR, ALLOW46la bP.WB V6A9 ON ANY COMIIRNTIUN 01 MOLWRNG in CONOI AT TOP OP WTI'OM. IAxn LENGIM6 LESS TNW Yr,Ori NOTED IN TABLC AIgVe Aire MAT AfCTAASL[. .. 1M) SfnNartON mOM GtAL515 REQUIRED _".NC, LE11GM 15 4wuTEA IILPN FIST NolEp fop Rr, III= eMOUNnNG f:INro ON ABOVE 3. IO.ObWCR P lam P C NO WII.DWII MOtItD IARATI ABOYe. WNmPe SIP. EIOMAReS APR NOT 1.7 USED WITH WIL16 MOI 21I CONOfnOr6, REQUIRED 9EPAAATOn N.2 1.I L4Ml Be . YNTH 1 T' ,�•• ♦ TABLE AALI[£ M W TH 2J41(WIT� DA WM"NOUT STiTCN BOLTS( MID 2pF FRANCS, R BOTH W1TN PANeI FASTenERS a IJ.1' OR 6 ]5' O.C. 9. P.nCI.S IMY V.N M' MImPWM USING One I Do Il,e OMowAL Y OA ROTOM EA05URe5 AR ORNING fPeR OAML'N'1. uStMI ANv MTAOIrK: CANOmON SxKIMrI IN THr6e DUWIM1f � aA L OPTIONAL INTERIOR FASTENING DETAIL N.t.S. N{y{M � Y IASr PANeL INSTALI.m Ra+Irnexloa m 1OyG 3 AD•MOEMT L " L N'-70 r 1` 6.5 b1OCWALk BOLL OA /W MMIxC M.RCW TMU "DM. lope I NUT ► WAWCREU WINONVT ON lw10•fACe I ACNINI, s. mow/ WAMINrD WN'wK%J"aMOTOt :..MoADwINT Awtl (! F rYA 1cDr. as - pC 'D pe y 1 a0' R•r D_ OF _Ps FIT GaMNIRMMKM TAIY6 CONCB[re. of SrACInD OF I N me noo&AC%OP VAturOI E, ANQIdI 20-31 WC4)O IRWIMG -INTO TAD.[, a [AM PANet AD)ArAMI TD eewexs rnNFt I 0PTIONAL EGRESS PANEL DETAIL M I-NTERIDR FASTENING /,j A PEOON'45C 9P C1 >IFBS 1.250" 0.094" �7 990" i.6k; y..: )" 'j g-o 060" rN, au sl uo II -. _ I 20 0�4" 0.71D"o {'+N' uu94" 120"�' TYP. _70 pA g oa' T 1.930` _ 0.062375"�.0001,3.000" - .4 2COW TYP. ell' 12.000" C wys� 4.121" x,13o" ` NEMER NEApER F\_BNRO OVT U• KA9DE So-µ `-� PAN OL0.1DR1 SR D JNp P f .3BD" MAX. 31••L%0713""I:D14- 1 1.S1 1.460"V--I1.560"510" r 0 I74'b55" 019 ' D. 0D4.0 190" r0r•.3p15"2" O.BB6` p pp W S -,-111 rD.695` 0.150" L.007' Ro'.�]3'b3' I! »{ N�•L-t oo ^t 12.5(X1" PANEL COVERAGE L 14.875" PANEL LEN 5S 6 --- j-0.545" I 0.5 415D" IgEI perApE ��I��DWWW^^^Kg�,. OtAER10M '-'G MAr EF O.OBS Tv 0.090" kl 2,ODr,ILos � R0.135" r 0.09D' b Z:, 'T Or 215" I a 213 0.710" .305" N �SLMA-ali Y nACN 0.090" �'00(FI+ 0.376" )­JV (0L90", I hY .-4BIm�-Z �CTION3.000, O'.ry12p5�• REVERSED�N N (EXTENDED) ,vJLL ,ri. "F" ANDLE ' jig �v.py"`GSUI=YCC 3'{ATCF in " 1.000" II •1. •Y1(Jl yl ;.I. I, I>iall tii OVER D:tTf•.•:[ T"( 4" MA%. CM.MIAMRE INTAIL %.25" MAX. CCC 0.188',}• : Iv:rJ.T �.2S MAX. a t' s rs a e �--3 -.A.r'rT LT t,r'�LT 14.Y DUILD-OUT r...n•r �u .� c a D.I W DISTANCE T+ r r `t•..1�^,�^1 I ML IINI II IlL xr Il Intl D r J�I LUR 1 OOIY J 'Q EMBED RQ� 1. ODD" i N A{, ,.MeT.'r.i•,'1.T OVER w Irw•x lu. 3.920 F1 A' -...Nu MAX. ININ I e !14 �25" MAX. E HT.SI.II 1.50V` ¢ E IT tip to T TY MIN. . .. 1. ryi ri 4•MAX. I MIN. q " JI" Sl I D" 9 W u CORNER CLO{�E�NICLO{�e�Nl h. er.,•n �f n .n> , M1OV M„ `! EMBED r1 T-I I� n NMPO-f JI' T.it ""�TMA � �■ i ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS 0 12.5' O.C. OaaKKWW�R�Ee������E'�LYYaiF:B'�I�N�,•J•®IlY's'Y.�® ®B3��B�EC��lIEi1�Q�]i� EM ®MIMIM I� iE11i [Eli ®E�MUMMOM1111 ��Ef� EE 7�EGf•1SkiE�FF]I9Fi�ECE7YEfIE!S t®[EI�IE&91 E�iIE Ef�D3��B�EIE]OFfRB�_�Ellil■� • ••1:•1 '�t'�J®YJl'LVc1[f°� - Olt*L��]BNael-A•116.4>•tL6�tfIIl•I.t'�J Ei�♦�BZ�i�I�EIE�®®�® E1�FC3�F�J [FIE>➢E1�FIi®F�<i�tf7F�[I'�i®FSI� yi. [dFFSE3<SE:t >J�[9FF�L� �5'#»EF�' E»EI7�E]�tak��EJIS��IS�Ld� l�1S�R9iLES[�EFEIEE3T.�tKIOE�CIJL� EF�I!•3�S!®Ei.�EE3�RdSF3����iE7i EAFiB3ZEFFiE7RiE#3SB�pp��[�S>1F� /:A]i EE�Q3A1�E'E7®EF�IE�E3fIB�E� Et3E9iB�E��E�E3S��E�® r MAX x[xm. ANCHOR FR rE"nt a ' IF R."? 'e P eawx rn[ GOxx Tne C1 n O C4 CI CZ ca C4 CORN TYPE C] C2 C3 C4 U 2" ENDED 37 .. rw 41 p.�=,,�� 48 U-�Ir•'� sx 72 125' ]b0"160 lag, 12.5 160 1d.0' )5" 12.5 18.0"160 6.7' 12.Y 16.0' Ia0 e.5' 12.] 16.0 13.0' 61" 12.5 16 0" IA.6' 0' 5 U.S"16.0'1 ta 0 7.5' 12.5 160"l4 )' 6 D 1 2.S ].0']47 6.0' 6 a s' l2 Y' le D' ls,o 160' iV aP' u.s B. 12.s ia.D 1a.0 u.r s.D• 14. T' 6A` 12 s• II,5' le.D^ 14 ] s.D" 3BA' Ia 7' 6 .1 p 0 ­1 11 UT' CMbTD 33 ,,_0.CREW 41 4B 52 72 12 s 1601 16,0h 15.r u.r la.o u,i' xo" 12s Ss.o• Io.e 6.2' t2S' 1601'14.1 &I. 1 2S 1 CO 9.7' S.6 t 1 S 16.0" 917' 1.6' L2 5 ll5 t2.9 16 0" 1E.0 16.0' Ill" 1a0" 9.6' ] 0 12 6. A" 12.5' S6' 12.5 "A" 16.0 160 9 6' S.6" 16 50" 9a" S6" 12 5 ITS' 12.5' 16.0" 9.6" 5 6" 1S 0" 36.0" Pf UI al-1/4•CM6CD 33 TAPOPn •CFAs. 43 4B T 12 r2 /25' 160' 160" 12.5 160" IIS' 12.5" 16.0" 102' Wittlitif 11.5 12.5 6. ] 0 U37' 160' IIA 2 .S 12.5 16 0 its 0' 9 ' 9l 12.9" 16.0" 9.1' l25' 135' 160' SOS- 16.0" 9.1' 12.5 325' 180' 1t 0' 9.l' O.l 12.5' 16,0' 9.1" IS 91" .II 101NlN NHAS." 4 1 wo00lu6xmC 48 ..1Urr F2 T ""^^'• )2 16.01, 8.6' 7. IZ.511 23.0" 3.,1.5 25' 36.0" 70 5.5" 12.Y IZ.S" 4e" 4.2- 0.2" ! "A' 4. 2 e 125 19.6" 59' 5.0- 6,25 133' 1.7 4.0' 1 6.25' 1 2.]- Alt 1.0" i 5 1 1 ' 14.1 5 A]" [ 5' 12.3' /.7 4.0' a25" 7.3• 40' 1 1.7 It.I' 4.1" 1.0" D.2]" 111. IT" 4�0" ANCHOR NOTES: I. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED N SPAN SCMF U D LE SHALL APPLY. 2. ENTE0. ANCHOR SCHEDULE BASED ON PANEL FASTENER ACI H EXISTING STRUCTURE CH ESPACING. THE GTU MATER] a PNCFIOR TYPE, 5 N GREATER THAN OR ALTO NEGATIVE DESIGN At, ELECT GREATER LORD G E T@R LrrT LOAD ON SHUTTER AND SELECT SPAN GPFA7E0. THAN 00. EQUAL TO SHUTTP0. SPAN.5ELECr CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3 PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ("P"-TRAGIC, STUDDED ANGLE, ETC.) USE 6.25" O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL `H'- AND'U'-HEADERS (INCLUDING 8UtLDOUT CONDITIONS). 4. ANCHORS SHALL BE INSTALLED IN ADCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO REIM G90 BLOCK. & MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRIC(, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO L/4" MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TR ANSFeR LOADS TO HOST STRUCTURE S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE RA M MAY Y. FIELD I UCT L5 WOOD FRAMING, AMSTING CONDITIONS Y VAR ETD VERIFY THAT FASTENERS ARE [ TO MEMBERS, NOT PLYWOOD. F E N AD ATE WOOD E PIECES. G ME BER , O PL OOD FASTENING EQU TO PLYWOOD [5 ACCEPTABLE ONLY FOR 1D CLOSURE P ES. SIDE FACE E IEC LID WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAMING, fASTENE0. SHALL DE LOCATED IN CENTER OF NOMINAL 2" X 4' (NUW) WOOD STUD (Y" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL BE "SOUTHERN PINE" G-O,SS OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 11. REMOVABLE ANCHORS ARE: DEWALT PANELMATE ALL -POINTS 5011"11 T B BRASS BUSHING 12. MACHINE SCRFV5 SHALL HAVE 3/2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE ETT HER A PAN HEAD, TRUSS HEAD OR WAFER HEAD (SIOEWALJC BOLT) U.N.O. 13 . MINIMUM EMBEDMENT AND EDGE D16TANCE EXCLU D�S STUCCO ORQYHER WALL FINISHES. 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15. '* DIRECT MOUNTING CONDITIONS. 16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. 30 dil -B-A Q� i C.� N 0 Q O -� CU O � (/� a^' O O O W i✓ O _CIO O .N Cn a) "Cn O 0 L CD -0 .a �� C%'+i Z Z W J N W M� a L� , tin V • U ca C-4 p co YC (a O O ad a1 CD y Q yd p C.F � 1 N Q' C 40 tl w U r� i CIO O L C:L U 0 ■� V/ W Z Z Q J d SHEET NO. SH 1.5.