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HomeMy WebLinkAbout6720 Back Forty Lp0 n 0 0 2 0 x N D v y E 0 v is 0 0 0 D N N n 0 L 14 D v N n iu x D n 0 0 n AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHUorA.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or fin. Flr. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Footl Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior K/WALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PIED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS, Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES REV. 06.23.22 no�o�000: El E:1 El El El Ell::] --1E]EIF-] E:1 E::]E:]E:l 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. Lq caa ewe d -o > W O � � V $Cr C1 C 60 C? N CM o Rrq 4f ® C J CP � co E C) o N a. 0. LLJ N Z M N , o CV CV 0 t: rt e i-- w� 3Aai{1up To the best of the Engineer's knowledge, information and belief, the structural plans and eci (cations contained within these p p f n 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 AN h. Q CD o O (h (� U N 0 N O 0�,i, U) rq Co N ro CO Q C J LL W jLL� 3 Q. Z w m=v �� mo o W o cn� W A ZLO 0 c, a, m Co N mZ a J Z O U W z N o z co co J V) N M //znn V O LU O W o c N V) w — � i 8 L Qj U o N Qco e N v o M J h o W Z Z Q _ co E -0 O oo �e F- 16 d E oQ 00 oZ a CD H az ¢o < 0z 1" r° o o'm m aw <z p r w g O C./i C, 7 oLL d N W wa o cl­� �o o zla .o O > M rn Co 0 (O LO r :3 N C- Lin Cr °o C4 C1.. (JJ m >' LO 1 �--+ 0 -_ 0 _ 4-1 ILL cc CV m O N Q o N r E w Cfl j o cc Z c = r ai Z E U � a Q p c � JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. C S 4 VARIES, 2" LESS THAN CABINETS BELOW MIRROR � KITCHEN MIRROR 0 00 0 o F 4- 1- L_J 0 J i� -IN r,1TIFE-1 i� t� CI D0 KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS 00 0 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROB O- 24" TOWEL BAR TOWEL BAR W ON WALL ABOVE TOILET TOWEL BAR TUB OR SHN -_ � ON BATHROOM WALL MEDICINE 4 L SHWR o CABINET oo VALVES TOILET 4 SOAP PAPER to DISH i HOLDER 9 } 0 ~ 0 V °z �� LL o O % V % C� � �"� O "- M N LTUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS 42" H UPPER CABINETS -, 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT W BRACKET 36" H BASE U FINISHED CABINETS o COUNTER TOP 30" H BASE o O 4 CABINETS o a0 60 10 - Er a O 0 2x 9 '? FRAMING b� R 1/2" GYP ? BOARD FIN. FLR `- FIN. FLR. CLOSETS/LAUNDRY SHELVING x ISLAND COUNTER CABINET BLOCKING DOUBLE RODS SINGLE ROD II 1 12" FOR PANTRY BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 00 in 1'-4"X1'-4" "L" SHAPE CMU COLUMN N CV 50 �IA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 1'-4"X1'-4" "L" SHAPE CMU COLUMN M M 13'-0" 12'-0" 1'4" i. 11'-8" T-9" 8'-3" LANAI 8'-0" FLAT CLG. AFF 12'-4" II I it 1� a AC PAD El°- Z�I O - i 3- - 1 z I FAMILY IV 1 8'-8" FLAT CLG. CARPET ( pl 3„! j ` 2 - 2,411 „ i I� DTI CHI I -- _ .. `' 8'-8" FLAT CLG. -468 - TI LE _0, - - N FLOOR G.T. ------- --- --- _ _ -REF ~ -�-- - - '� I 15 5-74' 13 DINING (3)2x4#2SPF STUDS w/ (3) 16d 12- 8'-8" FLAT CLG. NAILS @ BASE S3 11 CARPET oo S3 i0 TYP 10 - 42" H 1/2 WALL 3, 3„ 4-24, g OR RAILING PER 100 FLOOR G.T. SPECS 8 11 (3) 2x4 #2 SPF 1. 6 STUDS w/ (3) IOU d NAILS @ BASE � p EXTERIOR WALL - N M O W/ 2x4 WALL o 1 2 3 4 5 - PAD OUT ARCH - I 406$ HANSON BOX @ - - cD -- P V V D R GG I - - 36" A.F.F. (3) 2x4 #2 SPF - - 8'-8" FLAT CLGA/o`b it -, r'cP6 S3 W. 8 I I - _ STUDS w/ HTT16'' _. TILE J - - - ill AT BASE -- FOYER - TP r 0 PE NK - -oc - 1 DRYER VTE LAU N PLUMBING LINE 8'-8" FLAT CLG. _ _ _ _ _ Q - 8'-8" FLAT CLG. D. 1 TO SECOND -- TILE _._ S4 TILE FLOOR r, WIRE SHELF @ H1 +54" A.F.F. 6'-7"' 4 -0 7,-24„ 6'-4" W.H. -- 0" 17'-10" LU w BUILDER TO 35 N EDGE OF SLAB 2" Lu z d 2 05 -� -� - 0 BEYOND WALL D1 PROVIDE APPLIANCE m Z) PROTECTION WHEN U 2 I 00 NOTE: FINISHED WALLS REQUIRED PER FBC Lu O - v M r TO BE FLUSH. FIELD 00 VERIFY. G.T. 8'-8" CLG. A. F.F. - oo _ -- I C7 8'-0" CLG. A.F.F. '_ I o U FLAT CLG. AFF IxzENTRYI ATTIC a8-0 0 ------ GARAGE LA CE£3"__-_J vo Q 00 _ 8'-0" CLG. A.F.F. C9 w o N TYP. @ SINGLE j w V-4" 4'-4" STORY (SEE AA/S3 FOR rA STEM OPT.) S3 ---------------- o0 I I I I I i I I I I K I I I I I TYP @ S4 I I O GARAGE I i HB q co A 16070 OVERHEAD DOOR 25'-0" 19'4' HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 112" 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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X388' 182X373 S.H. 14 20X50' 182X50 S.H. 15 20X63 182X621 S.H. 16 20X72 182X711 S.H. 1 H2 27 114 X 26 26 X 25 2 S.H. 1H3 271/4X388 26x373 S.H. 1 H4 27 4 X 50 $ 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. IIH6 27 4 X 72 26 X 71 1/2 S.H. 22 37 a X 26 36 2 X 25 1/2 S.H. 23 37 a X 38 a 36 2 X 37 3/4 S.H. 24 37 4 X 50 $ 36 z X 50 S.H. 25 37 a X 63 36 2 X 62 1/2 S.H. 26 37 a X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 8 52 2 X 37 a S.H. 34 54 X 50 $ 52 2 X 50 S.H. 35 54 X 63 52 2 X 621 S.H. 36 54 X 72 52 Z X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV-B SCALE: Y4'=V-0" !V cs cv ,a- Z o W ;`moo _ `°mx '}- a• w ca y N t �„ rn C� Ca -.2N � -W CS) d E az CU R, d m ar m � C2-� a C > CV O N fV 0 6 O r a` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E O 8 leftQ }' 0 :3 LO 0 po BJ rnr`� M 04 O LL •I Qj M C _J LL lLl y� M JLLLL 0- z 'a M It o- ve y0 O W :3 � iL rn T °. N m Lu - J - Z N O Z U < v W El El U z � M 0 0 z N Q J CZ � M t/1 z ;3 0 0 LL ,l T N (D w C) m U w o 0D,V) Ly N tlM �c/1 F- r- U) U - E M 0 = U) N 0 o J W M M Z 6 O Z z Q LL ca E Z > N Qo Q O E: ow z© H Q E o x� O Q az �O U W �z Q 00. m0 z° m yg 'aW j F z z a -i ao z N W m ¢ ~ w¢ o d ;o .5a Ij ;� N 0 >M 0 0 Ln T =3 N Q- Ln Q ° J N U) U m �' N O L0 O L Co m 0 N Q N T 2 CO I j o � z j � N �� Z ca E _ d U � Q 0 JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH -� TYP. STAIR SECTION SCALE: 1/4" = V-0" STAIR CALCULATIONS: TOTAL RISE = 1 U-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: 3uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 nches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a >phere 4 inches in diameter. Jnder-stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side Nith 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDING BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3/4" PLYWOOD DECKING -2x6 LANDING 2x4 FRAMING F_ Nt SIN ^N CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS ----\ I I I I I I I I I I I I I I I I I I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for AG IR FLITCH PLATE Bearing Wall Call Out When n Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 �G SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2 X 251 S.H. 13 20 X 38 $ 1812 X 371 S.H. 14 20 X 50 $ 1812 X 50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1H2 271/4X26 26X252 S.H. 1113 27 1/4 X 38 s 26 x 37 4 S.H. 1 H4 27 4 X 50 g 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 1 X 25 1/2 S.H. 23 37 4 X 38 e 36 2 X 37 3/4 S.H. 24 374X508 362X50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 s 52 2 X 37 4 S.H. 34 54 X 50 $ 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1-14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV-B SCALE: Y4'=V-0" e� N ,r- o 7 W � Sid o. c N R a� •, a m �° ao 5co cc c E m o 0 c"> N O N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E (• o O M Q U 0 N O m n 0 r N ={ � r- E r J Q C J LL U- Z w �r en coU' SS a- d Z t9 O f/J 9_o n3 N O W i�pj6' m w i J Z co Z L J b Z OU U o Cn �._ W El V M � IEEE z N M o� z a Q � a J M W Q) 0 - w J 0 w o �N � U w � I- J E - � s � z� U O N Q N O M o C.0 J w C> J h O Z Z Q � w n3E w zo >N Z< cz p of z® a E 0 o O< aZ co L� aa� o COD c ¢o mo F, oY� N Zm � m F a Q W g Z Z cn >y C NO pOp a o k w� M V 01Z a ti �O 0 = M o' rn cc 0 CV LO T N 0- l.11" _ Q CT 0 N 0" teo Lf) a-+ -1 ILL tB N m O LO O Q N N r ui E r 04 ._ �' cfl LO Z Z E T- c ILU Q p � JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. 1.2 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS ------ --------------------------------- FLASHING—\ CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU ------ 1-- 35 SH SCORED STUCCO BANDS ri SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL. SCALE: 3/4" = V-0" 2ND F _T.O.M. _T.O.M. @ GAR. /ENTRY HDR. HGT., SCORED STUCCO BANDS -------1--------1-------------------- 1---FIN. FLR. LEFT ELEVATION - ELEV-B General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 c+�s t�- � n �W o� y ca v y � C3 K7 a� eo e s d�54 3 = C'= .� T o � U >r w M CV O N CV 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 Engineer's signature and seal. W Q V c � o o 0 N ® N c+D N m ? fir` N l� Viz, ,, a rnF- r-a M V LL 3 LL Lu -O d Y Z — L V f9 M Z .@ Z; � O W W og^ o w rn °' m N Q Z F Z N OU - W ❑❑ M � Z N M o g Q o a N c7 nto� z W CD o c � � w - _O V 2 V) o N � L t0 L Qj U o • o J< w o55- z z � o zo r� ;z E s�a F� toy o 00 az oQ aZ Qo in c mo LL O C P U �® m' J ¢w U ¢ og �z go W U:) o oLL ao �z a� 3 Jw o5 M Z Q a 0 ti U c 0 0 >M ui m C9 0 co LO r Q Cr U ° N o m oL f —1 L M O m N 0 LO N Q N N T E.E ��z M Z E T c @ E o -a co c � a. U � Q JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. 2.1 EXTERIOR PLASTER ON FRAME 12 5L,,�> 25 SH 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 4' OFFRIDGE VENT12 __ 5 CJ 1/2 33 SH T.O. HDR ------------------------------------------------------I---2ND TEXTURED CEMENTITIOUS FINISH ON CMU T.O.M. T.O.M.( HDR. H( FIN. FLF CJ / WEEP 35 SH 6068 SGD r; T.O.M. — — _ HDR. HGT. FIN. FLR. REAR ELEVATION - ELEV-B SCALE: 1/4" = 1'-0" M OCnf-1 AQQ QLJINIf f C IAIQTAI I Mn AO MMM RIGHT ELEVATION - ELEV-B_ SCALE: 1 /4" = V-0" _RIOR 'TER ON JI E "URED NTITIOUS iH ON CMU General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txtenor covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N Z d � y W --� =`°mx rn ca N s d ©-_r-, L3 .3 m cc d v w y c CD _ as eo to M N 0 N N 0 L01 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. u' H of 0 ID co � j � `O o toU) r J /N ej M 4 i4 LL Q J 25z LL W m J L L Z 6a a coo z � y i W U) m w J Z LL Lo NZ a Z N OU < U W ❑❑ N ("J o g Z 7T N z o Q J d � W a-1 Cf) t13 LL, O g N IN F_ ' wia 1170 e— u) Lu a ' � L m U )Co o w M Q � � Z G E E Q� Q O i= V w aF zp o n f� f6 E m O¢ - o U o< &Z Za O dz ¢o <o .z fu M U mo 0 of m J �m ¢w 3 CC, <° o� 1z W m a0 aLL w (D3 �6 v N y0 a o3 cC:) ;n > (� rn m c� (Q Ln r :3 N a L0 Q ) °o J N ^ LJ.. o 4-1 m 1= LO O LL LL �. M N m 0) 0 LO N Q N N r E C° L z Z u) r n E o a cc U J Q 0 J JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. KD G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?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 LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) Dl3 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) f USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 7 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT, CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 01 #12 to appliances and GFI 150 AMP/ 200AMP 10 #10 to WH #S to Range 10 #6 to HVAC METER MO150=2/0 V200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING O 44GROUNDINGWIRE TERMINATION PER 71 WITH CODE APPROVE 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. 1.5" VTR I\ I III 3" VTR <�\ 5" \/TR 3" PLUMBING RISER 14 4 SWITCH FOR DISPOSAL � IDw KITCHE \ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR CROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" WID A/C PAD GFI DISC. I---------------------- LANAI WP 12 GFI -- NOOK G' ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE / / SWITCH FOR GFI FAMILY DISPOSAL I I PENDANT I ROUGH -IN FOR AS PER SPECS / /o OPT. CLG. FAN/ ( GFI 1 ' LIGHT PRE -WIRE ih I \ (/t 'j \ \ GFI /KITCHE REF / I�B I I / ENTR wP DB & GFI TO I GFI BEALIGNED— — — — — — — VERTICALLYI I \ I I Ic CIF I DINING 1 I PENDANT AS PER SPECS 1 I �s__- / _ _ _AE C.M. 3 - --- - - TO LIGHTS AND SWITCH ABOVE PWDR G LAU I GFI r 42 A - W. IGFI D. qI I: I: I: I: I: I: I: I: I: I: I: I: I T.'I: I: I: I:I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS GFI @ 44" Fia Z— — GFI @ 44" kW A.F.F. A.F.F. - - W.H. LU LU w LU pZ _- �m t- 0- LL IY U � / UQ O >_� I / Cr GARAGE >,��_� --- > W GARAGE I-r=------I LIGHT AS o 'v PER SPECS GAGE r---------------DOOP--------------- O I GFI IRRIGATION GFI @ 44" A.F.F. I I I I I I I I I I I I I I COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS FIRST FLOOR ELECTRICAL PLAN — ELEV—B ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I L---------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -I I I I I I I I I I I I --------------------------------------- SECOND FLOOR ELECTRICAL PLAN ELEV—B "O 87 �i= lc--,, s cc m X � N L a� as Y Cc W J O � ca c E m c � J O M N 0 N v _ A b To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, y W Q v £ 0 o (1) 0 m 0 •� ,n oo w ' U) Nco7 - LL LL Lu C J LL LL 0.o ,^ V J d Z Y to o' rn -C Lli y :tN o I W Z IL inpjO' m w Z M Z O N O W U U o ❑ N t") O O z "D � o � -o Q I ^ M t v Ui W O c/1 o c w c Lij 1— — E g L U o N to • _® o w M O Q O Z Q � 41 _j � E Q p co U ul u z za o a c0 ¢ � M� 00 Q wo �o 0 O E _ CO h- w o t CO ry a Qo �¢ O Y mo oZ Z � J a�8 aw �z z go W v � o< w20 G O az h � o w ar - ;'0o M Iw Oa ti 0 C] cy) rn m c� I- CU Ln r =3 CV Q- Ln � U m LO 0 0 LL (a N m M O CN Q N T E r CO o co Z Z E a ca U _j Q Ij JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. 3 r- r:rinr r It i-F ;- -_ _ -- r I _ I T I .II =, it - - - - .,- :. .dl.el � .11i..IJ�. I .E .Mali .:. �-. , I I,. �Jl I.- � � i - -I I I - r - —1r 1 I w 0- O J Cn N_ Lh 4'-0" ROOF VENT x 5:1� 2 SLOPE 5:12 SLOPE i F- Z w Np a ZONE-2 LL Q a 0 ATTIC SPACE T 1170 SQ. FT. w a O J U) w LU r � LO 49 JP O rn N ir7 IV 5:12 SLOPE 5:12 512 I VSLOPE SLO LOPE 5:1� 2 SLOPE 5:12 SLOPE I I I I w ZONE-1 f I O ' ATTIC SPACE '316 SQ. FT. I I I I I ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1l300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper y pp SQ. IN, of of vented IN. of of ventilation to SQ. IN. of SQ IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation . Ventilation (See Elev required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 -NOTE- GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-B_ SCALE: %4"=1'-0" C%j cz 4% 9 GL Cd ..' Cc C 4 = co 7= -0 W C3- N A N : N -0 CP CO N � 7 o y t1 c _ c E sca o o- u 0 M CV O CV CV - O �i ti a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. vE CD 8 0 •, _, N coc0 N - ti . J C J LL W J LL a D d Y f�a fn a C 6 � � c? o 0 o o'mLu y fa CN') ZIL QF' J 6A N 0 O V a:O � IN ❑ ❑ (D M O � � QN 2f O G Q � an n U)^ M t/!1 � WC11l o T C) N O w cs IC �N 0 N 5 C1 � LH'.1 J ~ — pEp t U i y'� I, I�1 C) N ` N 0 < N m ALA w M M J ¢ 0 z reL cE M p v, — ooz ze cu F— M o E o p< o o oQD az az C!J C: z o o Cn z Om Gz 8 1 tq o- r z 5o a MEN �� z m aLL z o w¢ �w }o M ej d" II z{Q a0 _ Uri 0 N Q co �/ W Q m rn is Ln N 0- U") _ Q CT o Y J N (h I— +J p LO 0 LL m 0 LO N Q N -- r w Cfl t j o Z m y Z E r' w E -a c a .�+ U J Q (� c J JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. 4 -1 1 -- - -- - - I � I I I I III � I ; lh� —.1111 ki— ill '1-11 3 1 1 1 .� III I- - - -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL b 1 -,A'-n" 19,_n,, 3'-5" 5'-2" T-5" 00 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. TYP. @ L AC PAD PORCH 83 q I I' I INDICATES FILLED CILL d p r CO I w/3000 PSI CONC. GTOUT -� -j r FROM FTR. TO BEAM w/ (1) #5 0 (U ■ I REBAR VERT. ABOVESLAB. I I I F- 00 511 6'-10" 4" I TYPICAL @ ALL PLA ES I io 01 HOOKED FIG ISHOWN. DOWELS w/ 17" EMBEDMENT I I w/ 25" EXT. ABOVE Sil-AB. I GRADE 40 STEEL c.J.C? I :; I HVAC CHASE 00 ■ (PROVIDE BASED ON I I 1 1/2" IRECESS FOR SGD M LOCATION IREFER TO MASONS S3 I °° I I I I ■ (SCOPE FOR WIDTH. I � III ■ I I I 0 EO I I I C.J. I —1II ■ S6 I Y ( TYP. @ TWO OP 10 I 3/2' MIN. 3000psi CONIC. 3'-8$" 4'-1" Y STORY SLAB FOR HERNANDO COUNTY ONLY. 3Y2' MIN d ■ I 2500psi CONIC. SLAB OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER o0 I I I --- Id dTYP GG I S3 — — _ C.J. — I ■ I I � l i III CV I � U) I I I III o I I I i I ■ `° ■ I o� ,- L— J I I I 7'-3" o i I o I I ■ L — — — — PLUMBING GG I STACK C.J. _ S3 `r 2'-6" x 2'-6" x g'_0" _ co 13'-1" 10 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND I I FLOOR _— ---- --- FOR A/C O r I f K 3 1/2" C I = u.l wZ o ■ ■ ■ ■ 9l" 17, 9„ I O w LU c q J I Z LLQ — 1I'-6" 3'-11" I PROVIDE 1/2" X 9 z I O Q o m ■ 1/2" RECESS FOR ¢ a a■ op ? I 4" FRONT DOOR Q `r I a TOP OF CONC./ PAVER TO J - O M I BE 4"BELOW FIN. FLR. W I M I I >w I *1V'- ■ ■ d I I 2'-6" x 2'-6" x 4'-4" — C.J. _ V-0" w/ (3) I — — — I °Q #5's E.W. L s3 I Q I I TYP. @ ■ I f ■ ENTRY w o I A s3 TYP. @ SINGLE b I J I I STORY o F (2) #5 VERTS w/in S3 (2) #5 VERTS w/in I HB FILLED CELL CELL- - — — — — — — — — — — —FILLED — q M ■ oil■ ■ V-8" 16'-0" 19'-4" Z OO F- 0 Z 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 MONOLITHIC FOUNDATION - ELEV-B SCALE: Y4"=1'-0" C" N C� N ti Z � =o o o M v a -o W R N s N a J a � m U f6 cc W W cc a 9 M CV O N CV O R O v. F• np F o.,• k 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. rr.4� y W An Am ,A d' E O ey U 'OWN 0 N b LO QQj ofv � J a LLLu Z = -o a-Y m cw v CO O W 0 CO O x W rn °� °' w � $ J Z02 co Z Q 1— (V J Z b U U O " W ❑❑ V M z N M O � z z o � Q E3 I ^ M 0 W O 4 -+ �, W OLUo In r•- �.. V w m 00 0 N O �p �® o z w M J 0 ¢ O z Z Q � U- (6 E 20 oO }m Z o ¢N o U W F Z® oa m Fl0 �o 00 o E o¢ ao &Z � ro wg �w L7 ro ¢z y mO O¢ z a C m (3) ono az g go one U3o< ?, �.� � a cn w o 00 <8 o =k - H .o o r� a � v zl< a 3 =O 0 = > M OC �} V rn m (0 LO r N LO Q Y 0 N ch mCN �--+ 0 LO LL O LL j� co N m � O LO N o Q N T— w CO LO o (a Z T y Z c E U a Q p JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS D2 I O n M I0 1 T-O" 2 FT3GE D2 12'-0" N 0 @ 24" O.C. MIN. ro\ 0 J S6 U_ TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G CE FT6 TYP. 1 0 1 L1 0 iv CD u7 ILL BRG. WAL 0 0 > r- FT8G157< i 1 V FT11 L- vil FT13GE FEE BRG. WALL J S6 LL TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 35 22 A (2) FT9 D1 A (2) CJ3B CJ1B 9 D1 7 FG3 m � A TYP. U.N.O. 60 �* op m m M 0 0 ol 5'-0" M m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5-8" B4GE RSH16ENGINEERED OOF OMPONENTS HEIGHT:5 25 ftND CLADDING WIND AND SUCTIONS FOR MEAN ROOFOWABLE VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) (-) VALUE DENOTES SUCTION a=oft / AREA ROOF 1 2e 2n 2r 3 3e 3rW IF, -35.94 -49.57 -49.57 -49.57 10 —z-----T— I �� G) i� GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k a 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 I Q ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I � ROOF SHEATHING: SHINGLE: %s' EXP. 1 CY16) or1% 'EXP. 1 03/16) j I I j® TILE: t%2' EXP. 1 03/16) I r 1 I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS I I I 1 I3r 3r I_ �+ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y3Y', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") 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" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. (NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO —/—ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES --/ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. n INTERIOR SHEARWALL @TRUSSES STEP-DOWN, WALL TO TRUSS I SCALE: 1/2" = V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 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-1/2" HTT5 5795 5/8" ANCH. /(26) 10d A-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 WS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 112" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1A" 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" SIDS 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 SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" VVEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19 2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) 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 e1102 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER 2 PLY CARRIER x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-B .rP o X,® Ge— C- ae Prpum„;P4 d N as CO n 10 0 (V CV O o oz, 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 M o cr C 0 co ao ® N Yi ii) r— N N 0 2S J W la C J LL 2 5 LL W 4 z L a Lu U) o N Z 0 W U) Ix Ix W z IL N Cl)Z J F z 0 v J 6 O W ❑❑ NN C O O c, QN Q V� N M —1 61'a LLL 0 ua o � ... ... z .� m E8 C? O N < N N 0 m o w M J u5¢ . z Q :k gd LL h w� g O Zo !? E ❑w z© a �¢ a oQ i19M �o ww cn ra �z �a w, m o0 m J m n ¢w Z a op Z ao K% C)� ¢o Z �z � a z= w< >0 M a= o h 0 C O 2 i > M Crn �} V of `m c� (o Ill") r =) N CL LO Q Cr J N ch m N 0 LO �.i LL O -144 C) co 0 � N Q 04 N Ew E n 04 CO c o N d' � Wz E T— a Z CU m E 'C Q? U c a � Q JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. 6.1 (2) TYP. C1 C 25' -0" OVERHANGS OVERHANGS I 51_811 I. 19'-4" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND 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. [4:12]-[12:12] a=oft (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): VI/ ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING; SHINGLE: Y16" EXP. 1 CY16) or 15/32" EXP. 1 (3�1'6) TILE: %2" EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS + 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (21/2' x 0.131 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" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 1 10 - 8d RT7A 1 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS ) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (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 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CD 00 R 2 PLY CARRIER x CONT LEDGER Lul L rn cu 00 E cn z C5 t 0co L0 0 CU 0 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: Y4"=1'-0" W � s `g m x N 1p G y� d C tv a� a> � •� ova � E cc M N O cv GV O a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �- W v E Q 0 8 o /� a) N N 00 N V � C J LL LLl J I: _ I:d:.l t! 111. IIYI U_:k 1�A.Tf- 1 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 L/360 vertical deflection, except lintels 1 T-4" and longer with a nominal height of 8" meet or exceed 1_/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . O Safe vertical load + Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 11�111119 vffl�wl Him FORM & GROUT SOLID o } �w �0 O #5 BAR CONT. 8F12-1B/1T O W" LINTEL DETAIL -110 0-i NOSES 0 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J l 8F16- B/1T ¢ J Z 'f' 0 L6 z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA ° HEIGHT #5 REBAR ALTERNATE POWERS MIN. (1) REO-D 4 d -1/2" CLEAR STEEL LINTEL e QO d A G M.U. #5 REBAR AT TOP 41 d MIN. (1) REQ'D 1-112" CLEAR 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) 4"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ z" EPDXY ANCHOR OR %" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OLSEE PLAN T/VVALL IW� 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" OE 8'-0" LL (D 4'-6" LL a d d d GROUT a ° r J ¢ o C.M.U. E 5 REBAR AT 3: U) r j W ° BOTTOM OF Z u, w w O 4'-6" LL LINTEL CAVITY O U F W -BOTTOM o rr (U O ~ REINFORCING ¢ ¢ 0 7-5/8"ACTUAL PROVIDED 1N Z LL o w n VOMINAL WIDTH LINTEL ¢ b ?: w #5 REBAR AT BOTTOM (VARIES) U) iB AS INDICATED MATERIALS c precast ITntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ----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. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 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 cementitiuos 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 (B)MIN. 5'-8" LL (D (D 13'-0" LL 5'-10" LL E MIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: Y4'=1'-0" r Ir d C, C= ,1 N M N maw= E � ' 3 cc u cc 7 va.� C >< CC _v Ch CV 0 cv o s To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9 Lit H z rJw'w. o E Q O M 0 0 b' I /� cc N N W 0 o? w # 'Wf 9) U) r' r' J N O ik LL LL co LL. lll J u_ u, o_ � Vp � o d Z 13 iw C:). i W O N o (C1 1 m X c� Z M Z ¢ H �p N OU U O Z NN m M 0 00 Z W N Q Q � ¢ Z; r M N z `o C 1 ' w 0 o V) �N _ ru m C.) c E m � I �® C) o N o I� o z w M p o ZQ E =o oo >� Q� E= O z oa FT rC3 cc aE o �z co B � = ¢o z wz �w No Qo = o U m o oLL Z [n J mo ¢w ¢� o< �z Jo c� wLL az m ¢� o M wa 5o3 ;o a ti 0 v �O .s = > Ce) m cc cc 0 N � co LO r =3 N LO ° J N U) " N 4-1m LO OLL L) M O o C:) Ln � N Q N � E 21-1 E Ln Z z E cn c E a cc U C � a Q 0 JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1, GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1• POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART F A BUILDING 0 WALL ENCLOSING THESE COMPARTMENTS CO WHERE THE BOTTOM EXPOSED D M OS D EDGE 0 THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 73 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4,2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 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, 3.2. 2 ALL RAILINGAND T DESIGNED A A GUARD RAIL SYSTEM'S ARE 0 BE ES GNED TO WITHSTAND HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 2" 4y2 CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0,148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.LS.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back -fill 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 traps, etc., be forms. Permanent forms be shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete over ou and mortar along the foundation perimeter must be removed be ore extenorPsol�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before be issued. a pest control company a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 s o a� v caa � N ® J a C'I� d c m co n E w CD m a M N N N 0 CD _. 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 - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �A FWU3 , g � o E O M U 8 ,FSppy 5� W C N tr C 0 N �% _ - W ak N 0 ui dj co 7 25 C J� P �- W LL 55 a h Z m °' cn c mo o W 0 W r Z LL y a m N 0L0 a F n, Cl) h U ¢ o t. � Z W Oc> rn �1 M In o g Z z o � � N J r M z nun, W +, `o - u- fL5 W O -� to W o rn f6 r-- U LU J V O N c (I � ® ¢ N 0 C o Q0 M J J 0O , w z Q < LL Co z Zo <� E O z ❑ a N C a w 0 ? a E p �4 o °z �Z W f° z <° ¢ �w C/J o < m 0 00 O O z � J ¢°� Q W �z 8m o< Z go W [/o a o .LL �� az �w z aLL �3 w =0 J o wa }o M 0IQ a OU 3 c 0 L >M ai m 0 ^` i (0 LO r N Ln Q Y o O J N U) 0 (J �, 3 m .0 LO +� O O LL � h � N � m Ln OO C4 Q n N T E c O �j O M 7 N Z Z Ecc E c d U Q p JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. SN i i i I i-1 l i U m u"All W1 uu i. ;oiosa.,Al ..n.i. �L i t - - THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) " Filler blocking + + 1/8" gap ° 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. 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'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER O CV • 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-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'4" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building fa=0 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" n.c. QY/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. " '`"""• ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES —\( D (KNOCKOUT EXEMPTS) (see table below) D LO (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM II SIMPSON MGT it w/ (22)10d w NAILS TYP. GIRDER TRUSS j STD. 90° CONT. #5 BAR HOOK BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN � ! PLYWOOD FLOOR SEE PLAN FOR REQ'D ! SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID ! BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" max }Small gap 2" min. 4 max. a Clinch nails when possible Tight fit 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bea 'in Location Series De th End I Intermediate ®! BC15000s 9 1/2" 2-8d 2-8d 11-7/8" 2-8d I 3-8d 14" ! 2-8d 5-8d BC16000s® IBCI6500S® 9-1/2" 11-7/8"I 1 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sY" 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d __- 6-8d BCI90s® 11-7/8" i 3-16d 3-16d 14" 5-16d 5-16d 16" 1 6-16d 6-16d - Hangers with side nailing. -Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer 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." Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — rl 61/r A 1Y2" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. Any 16" joist - Span (tt) t}t�. {�.t�� eye 12 1,40" T-1„ 1'2' .i 2" 1 3' 1'-9 Z-4" 2-11" 317' 4!-Z* 4-9? 64' 16 11- y T-1,. 112' 1, 2" 1'=7' 2-6' 3'-2" 3-10" 4-9' 5'-T' -4' 7 2' 20 1' iI V-1" 1' 2" 1'2" 22-a' 3-a' 4'--(Y' 4-10" S-11" 0-11" 7-11" 8'-11" 24 T4 Y T-1'° 1'2° 1'-3" 2�� 3-7 $'-f ' S'-EOI. T 2. 0, ,. ,. 101 . 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. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. 5/8"0 THRU BOLT I.0 SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap I 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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements II 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR--'°• ° . • FOUNDATION INFO �` < a. STEM FOUNDATION GRADE REINF. SEE PLAN G xi a (,==-I ——= 17 I i I c n. A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE P'11P9r \ 1r—M—r1l1 A 1 T1 1P'11 1 rA lr% TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a /PVC OR SCH40 SLEEVE —PLUMBING LINE /J L a c.4 e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 4 b . d C, d I,; III11-1Il-1I a a IMII itII: JIB JI I I I a SEE FND. PLN. SIZE & REINF. VOW is c w a� o Cc m X N try C= *- �C�4 �2 C, G �''g cc cc m u tv o r� ca cM ci 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 8 ,4+ V W Cc N -. C cc — I` r to � 0 ��ti:�2 - � N C) w 0 a th V S J C I. w J 5Z J LL � a 0 _ w a' Z ffi v 4-:2 mz N W v�7�O?o. m w Z L NZ LL < U O Z 3 W ❑ ❑ M N z N M o g z z o a N � C9 `o m C f13 w m O, , N0:� �U-) C 4y ,— E m U _0 N ° N m 14 � o z w M M J z O S Z Z Q L. L zo �O zo QN E U o2 oa Fm- t0 2311 a E o o o oQ Ho 0 �Z �z cryQ �o O m� o0 Z ty m `' U m <� 4 W �Z g 3 W T > 2< w E a N W J o JW w� �? ;a H M <F oQ d O0� ,o c 0 >M C) d' N rn 0 (0 Ln r N Q- LID Q 00 N a. '^ 0 J U) _, N co0 +-O LO O IL I� '0 CU CMV m O N Q N N r E n y CO j -E O z m z v N E T- c a 45 U ¢ p JOB NO : 23-04902 SCALE : AS NOTED SHEET NO. S N 1 01 3 x W I 0 i M CD v o- 0 LO cV O O I M i N LO [V O 0 v cn 0 Q rh cV N 0 a F2 E O S 0 c J O v J N 0 LO 0 0 a 0 v 0 W Z C> 0 0 m 0 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B 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 31/4" TAPCONS @ 24" O/C & . ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D e SHINGLE ROOF, SHINGLES TO _ a . BE IN ACCORDANCE w/ ASTM = I I=1 I=1 I=1 D /VIR D7158-CLASS G or H, or ASTM II —I D III-D3161-CLASS F, IN ' I=1 I 1 1 1-� ° - - 12 ACCORDANCE w/ TABLE ' —I I —I 11-1 11=1 1=1 —I 11=1 1=1 11=1 11=� I" P. R905.2.6.1,FLORIDABUILDING =III III=111=1I1—I�I III —III III=III ITY ) VARIES 8 .-I III. ll=ll CODE 7TH EDITION (2020) „ RESIDENTIAL INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGH---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE E _ - L °D I � � °°co 6 MIL VAPOR 11I BARRIER 4 g ( • III= T COMP. SOIL. I II ' (COMPACTED TO 95% =1 I I I =1�I=� I= MODIFIED PROCTOR I 11 I 111- 1 f= I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U. U .N.O. 4„ V-8" (2 STORY) DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2' DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 14„ O.H.D. RECESS T�v j 7- rII�I 1. " �� 4 1 � 1=III I I . ' �' a •. :� IT I 1=1 II -11I I IT SEE A/S3 OR J/S6--I! I I I �I i ,„ 1 I, I I I i 1- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T,S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �r �r 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF -� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. ABOVE) CONNECTIONS. S.P.F. DOUBLE 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'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O11 .C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV. 4-3 1/2" 31/2" MIN. 3 1/2" MIN. D A.F.F. o ° N = �31/2"(min.�4- co in_ -4" — _ — 31/2"(m)1 1=1 1 I ° •._ Ti IliTlflr 31/2"(min.)-4"1 :11 T(_ _III f I I= �f=T1=1Tf-1 I I I I I I I— I �7T —11 1= f I I I f=11=11 (2) #5 CONT. 4" 1' 4" 8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN, TYPICAL BEARING WALL na STEP a SHEARWALL C TYPICAL BEARING WALL a@ STEP "SHEAR WALL" SCALE:3/4"=V-0" SCALE:3/4"=1'-0" 0E� Pis 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 INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 d #5 VERT. IN FILLED CELL 10'4' (R302.11) SEE CC/S3 OR <\I LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" O/C W12"°X 3/16" BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 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 - FIBERMESH WEEP SCREED INSTALLED BAR —� TYP. r 2x P.T. PLATE ASSUMED FINISHED c '� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE iv p D D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi MONO OR STEMWALL Z _ ° � D Cl) D D FINISH GRADE °� � 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] FOOTING MONO SHOWN I I I - FOR CLARITY °O 6 MIL VAPOR BARRIER -1 I I III D ° Ml I ..I 11=1 � - =11 I -I 1 1=T=, °° T R 1 7/8" —� #5 REINFORCING BAR II I II � 11 I IT T M #5 I AP RPI Ir,F NOTE:L�� *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO - D W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM =T=I I I= =1 P D 1557) 1 I l r iiTf�TTT=1TI I i t I I i �l 11— 4„ V-4" FRAME ALL TO C.M.U. WALL W M L CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. S3 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" 'v GRADE ao — — — — — — — ° • _ _ — ° _ ITI--ITI rTi r = _#5 REBAR w/ OPT. 1 =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS n 1.4, I_I I�IIIIIIIII •y +� � . III L— SEE A/S3 OR J/S6 --- -1 fli i I l 1, i 1 , , FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. I S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAN " . a INTERIOR A.. a -3 1/2" A a.. b ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB e 00 C M 6 MIL VAPOR I� F-�M.�� BARRIER -: NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE w D U N a. 1Tf=II=—=-111rA 1 I (—III—I w fil—�7I I I —I D • W 1/2"(min.)- �4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1AxW1.4 N _ WWF OR FIBERMESH CO . I I —III —I M I I I I I=T=1 I T r- (2) #5 CONT. ON 3" CHAIRS 10" (TYP.) (TYP.) 8 -8 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1 RECESS FOR FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.. D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ^M 4 SEE PLAN FOR & LAYOUT DESIGN ° < -_ -� TOP OF BEAM ° -' ° ° I I I�. N (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL CIPT� - - - T_l,-11T=s1 I,T ° T I r' BEAM SIZE & i IAlsI I— -- CONNECTION INFO M I I II III PLATE I 2x4 #2 SYP P.T. FRAMING w/ J-T�,MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6I� - g O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. _ w SCHEDULE OPTION #1 COLUMN LOCATION a > SEE TYP. WALL SECTION FOR ADDITIONAL w > SEE PLAN FOR STRUCTURAL J SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0"j3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM L TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C' ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD E INSULATION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `QI ' ON FLOOR PLAN w SIZE VARIES PER PLAN ch CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS 002 Z GRADE E ? FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 , w SIZE AND REINFORCEMENT) c7LU • T WWF OR FIBERMESH M LU w LU p U BRICK PAVERS or SLAB PER p o "' _ • • • • - z_ Q ° ° �COMM UNITY SPECS `! 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" 0-0 FIN. FLR./-M ION TAPERED COLUMN FRAIIIANG FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �C- 7 W a. r o o f6m� Vf ld O i- .Q ® J d cV � d d o w d '7• C O o. c E R o 0- u 0 M N N b A. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, H W �E sd 8 y 0 ,� ENO-- 1.0 3 Ah L, w 4 C, V J L, L.L �yY�I a z — O d Y �`o ZC/) 0 W N�4)o m w IL Z N MZ J U O U n I W z � o z o z o Q N z 0 0 OL�u o ko U) w. r— v ~_ J E U oco ° o z w M J 0 , Z z 14E tL �E O oQM z o" rcII Mn ofgr< 0 g s 0 �z c Qo � U w� m� 0, z m � J .0 ¢�+ aw �z c� O4 go a W w� M. =F o c� <F >0 aF MAJw `r oa O- 3 c, O O = Mco �Y d' o� co 0 CC L0 T N Q- LO _ Q o N ^ U (N }j tf O LO � . 0 LIL 0 � co O OLl O oN Nn E E Itz Z E T E U -1 Q O 1-1 JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. S3 (MONO) ... i � AL .. 1.f I... I.A, l"I Il a f Ili •­' iFt. i5 -AI 1 J 1. i 12 \ (\TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (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 POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/81, S' 7 5/81, 8" ❑ SOLID AREAS ARE ❑ 7 5/81, 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK J,,_❑ STEEL AND GROUT ❑ nE EVENLYWALL IS 1 1/2" MAXIMUMPLATE INTERIOR 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 uARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 54 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +F_ +STUD W/ (3)10d NAILS ++ 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.) `—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ F5 ❑ 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D Sq SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 a 11 a Q a4 a a 8"STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL - < LU T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �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. SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK g e a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct 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. 2x6 P. J-BOLT TRACK BRACKET 1 AGE R vvvr� r rn�r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (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. OD f SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT: PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. 54 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I 12 T P') SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 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 TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) v O/C FIELD Nr R 0- 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 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C.STUD MAX. . O. 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 REWF. INFO, PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT V /8"x10" "J" BOLT @ 24" O.C, MAX. MIN. (2) PER BOTTOM PLATE SECTION .. P SIMPSON SP4 r� TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 1 #5 VERT. IN CONC. FILLED CELL---- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 /ham / NAILS TOTAL) EA. SIDE OF 4g„ SPLICE STAGGERED . ", tl Od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO T�P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING (P.T. SEE SECTION J/SS -ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SP4 SIMPSC SP4 LLIINTELS SIMPSON SP4 —I SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) 3 (6970# SPF) 1S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. 2&NUT ROOF TRUSS ABOVE F 2X BLOCKING --\ J i I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. B❑OM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. o PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 wl (6) 10d x 1 12" zo (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON 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 �R REV. 06.24.22 SCALE: N.T.S. ,.s % N N -G3 p N 61 C-1 C o °5 c s v 5. m M CN O CV -- o s � L0 0 q°a ^, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the st uctural engineering portions of the drawing pages bearing Engineer's signature and seal. Eoo U t� 0 � N o ,n _ 20 n P O g 04 0 52 LL W J lL LL d o v W y Z WMAL w=CD0 3 N N � m J LO Z H my J N O o0 ., U ¢ to W ❑❑ O O � a cn0v OLU ul � C LU J F— — ® 5 E1,r�,�,; o Ly n N • N m woM � J o K W z < � c Eo z� >N Qa ® N v oLL 1a zp oa _ E <, c= o o< _a d0 wg �Z �J m Qo 4 mo 0 m m Q W 0`7 Z ag oLL �w m M wa ao ci OIC 00 C C)0 >M It ui rn @ 2 c� (3) L (Q LO r N 0- LO O muA, � N a--+ O U_ Irt C) ca N m C37 O N < N N T-- n ui E w Cfl LO o z z Z E r � @ d U _ v °? Q p 1 c J JOB NO : 23-04902 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4) 1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9„ BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING �� IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL \\\ 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT Wl (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ � AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING END GYPSUM WALLBOARD ATTACHED W/ 1Od GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT X DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od / 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE / (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS -\ W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD 1\1N BOTTOM ATTACHED \ (2)16d NAILS W/ (2) 16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.0 INSTALLED PER MANUF. x �° WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SIDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J TL N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N r r X-BRACING, AND TOP C`V cM "! SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS WOOD TRUSSES c° 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) lit BOTT. CHORD FOR 4 TRUSS SPANS & (2) 10d TOE ATTACHED W/ 2 - 16d ul NAILS @ EA. END NA AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING K(2)16d OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2x4 BLOCKING @ 24" (D = 0.148", L = 3') OR EQUAL (D = 0.207", L = 4 1 /2") OR EQUAL (D = 0.207 , L = 4 112) OR EQUAL FIRST 4 ROWS OF ( ) 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 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) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.G., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2)1 Old x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLASP2 w/ TE NAILS AOT EACH STUD(12)10d SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. ED ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS LL SECTION 9 SCALE: N.T.S. S5 `-MINIMUM (2)16d PER JOINT \-M►NIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z W BRACING w/ (3) 10d x 3" Al _ • EACH CONN. @ 24" O/C i T RE BARRIER MO S U R BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a@ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L DBL. TOP PLATE STUDS @ 16" O.C. CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU 0- S \CORNERJACK07 U Q Lu Z x O _L_ HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 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. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L d W 0 v a � O 14, o ZLU w `t m o o O d w — — — — o o T X � ---- Q >f QCg 4 o w NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N :_ Z � dv a� o 9 V N — m X N cc® •y •d N .� d 'gig= C N 0 CV "- _o A .. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4 W As Mill 'E �?? 0 yy A' 0 " N � ~ t` a � J N O � C it J LLuj Co LL — o u, Y F z t m o Z 2i W z y o U) c' n w J CLL N M Z Q 0 O U U O __ W ❑❑ N Ci � O W N 13 Ila z o Q � a � � OroN o LL � LU 0 NLU � o y v i- s M mI �.,.. = - 8 c> o N N m I� o w M M J `� � p Z Z 6 mE `=a oz<a Zo C>- 8 E WF z zp oa fCo rO E 00 00 0, z Zz � o �J � CO� Po Qo� ; LQ J U Um Z 6W � 8 ¢ �z z o W 2 < WLL d Z �w m oLL r3 o w wa ;o v a= 3 zla a .O O N > (yi rn m m c� L M LO r N C- LO Q J N o N I— �+ 0 LO O ILL Y "Q Cal m N O Ln N Q o N T E CO LO o m E N Z Z E r °,ITS a U _j a :? Q p c JOB NO : 23-04902 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 :-Z'_7 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �-PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD � '`i- LAYER 1/8" THICK. Uj U_ L11 —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL Uj 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE ..4 iv ° < . AO FINISH GRADE .° 1 Ir 'I 1—III—III—III III _ _ 6x6 w1.4xw1.4 I I I .I 11=III=I I ICI I I n' °a I=I I=� I=� WWFORFIBERMESH III�IIIII�IIIIII ° IIIIII��I111111= a.° (3) # 5 REBAR ON 3" CHAIR _I 1 I (, I=-1 Ti STD. 90 *HOOK ll (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEEJ/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER +TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED o _z r PLAN .; • INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK Tj SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1" " " 2"x BOT. PLAT[ (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=V-0" S 6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH . .° O Q A .a 'd'IIIT I f °..i N—A I=1 I ITI= III, , I I —III —III —III —III —I —(-(3) #5 CONT. ON 3" 8— I i I —I i I 1 i 8—ITI—I i t 8 Il CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF NOT FULL HEIGHT SHEET C m Z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F F SHEATHING w [T x SOLID 2x C BLOCKING @ ALL C SHEATHING O EDGES(SEE OPENING I SECTION X-X a- I; C x w x E 2x STUDS Lu BEYOND. n SEE PLAN o L L O \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AfAI I r1 r\inTl^Kl nIAnnAAA 3/8" "S" = NAIL 3/8" SPACING =VS� 314" S 112„ 'I 'I 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X SFFp �0GL 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ooFN�c R WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT I PENETRATE SURFACE MORE THAW/8". Z ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z u- _ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/8d COMMON NAIL J Lu LL r O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F } Q O U) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. a:t-Oocn H Cn O w m w o K LL OG (2) 8d NAILS 3" O.C. TO EACH TRUSS END OR @ VERTICAL GABLE cam" w O O MEMBER IF END c " NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR i — 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED) CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C °, a.. ,• • .d a e4 ° M -1 I I- I - I a. -I 1111 11 1 � 11111 ° `° '�I,IIII -T�. -III (3) # 5 REBAR ON 3" CHAIR 4° V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. ll, FINISH GRADE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 0? _I I - o z t� .p m o r � v t6 '� LA_t3 cc N t Vl -O G i �y ✓'� 0 � � o ✓ '� c C r- ¢ g " ego M CV O N CV r o O "' 1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. v E O 0 Q ' 8. NO N o 0 00 C N n w $ Cn r 2 M *h lL & d V C J LL W (' w — o C� Z � r cao Z o �Wl ��6mLO LL w ` CD ¢ J N M Z 0 do ¢ c� x� W ❑ ❑ M r N th o g N zo � Q s. —1 0- (� C3M o LLJ U w o OW Ln a N ru �3 J E — $ to"... = w U o N c M 0 Op Y N T ° -® 4 o w 0! M J t Z U_ =o 2O > Qo� I01 u w� Da H- ro 20 Uo 0 oQ �Z �0 QZ �L N =Y mo co J mo ¢w .5 3 < ao W � p '0 tt z mW m 0 R. F ~ �O az J r� =ti �O Mj M C W¢ " I zl¢ U 0 0 co W O It rn 0 �Q U-) T_ N 0- LO 0. 0 N I1 Ll. �J J m0 a-•+ 0 ILL�--+ co m 04 Q 04 N r CO Lid o N 7 � to Z Z E T co d U Q o JOB NO : 23-04902 SCALE : AS NOTED SHEET NO. S6 (MONO) w 1 - N ml 0 ry a �J d- L0 0 1 M N N 0 / c, c 0 i to O a CD E 0 J 0 J a� LZ N 0 LO 0 0 a N 0 N c, d z M 0 0 z m 0 SCALE: I' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6", 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER A MAINTAIN BETWEEN 4" ' �. AND z' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT 4RS IN WALL ' 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 / 2x4 PT UNDER 2x12 % —2x6 SYP ROVIDE MOISTURE PROTECTION [2/AAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/4' X2x4 PT NOTCHED INTO STRINGER FOR STRAP TAPCONS @ MAX. 32" O.C.AND NAILED TO FLOOR WITH GLUE (14) 1Od N MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND / \ NAILS) OF STAIR TO CONC. W/ a' X NAILED TO STRINGER / 2 1' TAPCONS @ MAX. 32" O.C. / (IEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" / ALIGN THIS STUD WITH FACE OF 2nd RISER 01, / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G.1 SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS G C E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON 1 Od x MTS12 w/ D NAILED TO FLOOR WITH GLUE NAILS) x 1 1/2" NAI STRINGER CONTACT POINTS \ VVMLL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED — a' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED i NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: z' = 1'-0" 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS J SCALE: 1" = 1'-0" SECTION VIEW "E" SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING —H E SECTION VIEW SCALE: 4" = 1'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO �--�' GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING a2X8 BLOCKING FOR NEWEL POST _ TO ANCHOR TO. -(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) PLYWOOD OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 16" FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND FLOOR ATTACHED W/ 12d NAILS NAILED TO JOIST. TRUSSES @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: �, = 1'-0" NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" w, ar M v y cd Ccc � J � rz v W jcu 0 cc r� M N 0 N N O „st a / t � ♦i `,at ^y��. i a r LG To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seal. H �E o 0 0 N p N cs m 0 C n Y iA J 04 C=1 W �. QjM V J G J LL LL 6f J LL 555 p. W Z L @ a o a' � � .@ cv C0 O O �_ W�y u°��°'°' m i � M Z. Q J K � N . IN O❑ N M co z o c� 13 N W V � r�_ V O g w. �N � (3 = w E — 2 8 1 z mo o co Y N Of 4 Ira o � w � M o' z 4 ri E E u zo 00 wz z� Z© od t0 a E 20 0o Qo ra 2t 0om:i Z ter- ro < o °, m J mo m ¢w o� �Z go U�l O oa ¢g w = CD ao oz ti� Zi x� ® �o � M 5 o ,o co aD rn cm T co (� LID s_ N 0- L O .-� Cr °o J N � !0 ^ V J 0 m >, N .}.i 1v O L O a-+ LL CO ca m O O LO N < N N r E E w c n (0 IUD o Z m N Z E c a 0 v ° O «? ¢ o C JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. ST w I n N i m FD `v v- i d- CV 0 I N M N LO CV 0 0 a a O i a E 0 0 a .s J tz Lo 0 L 45 0 0 a N O N 0 d Z C> 0 0 z m 0 1x4 1/2" DRYWALL DOOR JAMB (RE[ DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER1-1x4 TO PRODUCT 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 1x4 P.T. 3/16"0X3" FURRING 3-1/4" LONG X 3/16"0 D-, �� FURRING LONG TAPCONS FURRING �� O ROWS 3/16 x 3-1/2 2 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2X8 1X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16 O.C. & 4" FROM EACH ox4Fi 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" x 2x DETAIL 2 1/4" DETAIL STAGGERED @12"o.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS 6 BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 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 INSTALL WDW. SCREW ANCHOR( INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX n SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - 1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8„ O.C. AT BUCK 2 x 8 VERT. W/ 2 10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END 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) INSTALL WDW, SCREW!, -,- CREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 2'-0" 8" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 81, PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBr (TYP,) STD. 90' HOOK (1 I I H +5� L LL NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'%" 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) 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 JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * SEALANT =III=111===I I �I I Ir T PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW D 0 — — — — —IT_I_T�TI„,IT_I�I I I- * PRESS PANEL REINFORCING INTO PLACE. ' '�' �' '`''� ' " ` ' `•' ' ` ` ' =; ':,.':. 6„MIN. LAP SPLICE W/ =1 — =III_ o p I�I=I�I — - * 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 GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6„ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CVOTE: REMAIN FREE OF MORTAR. N °' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. � c 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 P (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. #5 REBAR (TYP) R 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB — TAL SEAT PLATE TE: P SHEATHING TO TTOM OF BAND IST TYPICAL r[N 41 MPSON HGAMI OKTA @ 12" O.C. (4) 1/4x1 1/2" SIDS SCREWS Vill+2„ NOTC @ FIRST COURSE - FHE S INTO BAND JOIST & (4)1/4-W 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. ("*) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (") FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* \GTH 2X4 SYP r EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT / ENTER SOFFIT PRECAST LINTEL �!/ SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CG1= cNGt=T M akin 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 F 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SCALE 01-t - , Z 0 U_ 0 w H v to RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO FILL 1St4 COURSES SOLID W/GROUT a FOR OVERHANGS BETWEEN OVER 1 112" „ CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG�.� •i .a . e- d' RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. SCALE: N.T.S. #5 BAR 4 > X 1'0" ° D ° CENTERED W/ Q p y°. g A-, ° . 9 H• IN TOP o > KNOCKOUT / N ° CHAIR BLOCK MONO FOOTING ' SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT b z °• ° STANDARD o 0 N #5 BAR IN 90 HOOK FILLED CELL, L L, sn- ���• \♦\,i �• ♦ ♦��A• ♦ ♦���• \♦,ems• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION SCALE: N.T.S. SCALE: N.T.S. a � o s C- w N R N a5- cc 0) 9 G df 0 M N O N fib. °�• �•. E; ' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .n E W U ® N N Ol y�j V � C N 0 Sao° N U) N b LL 7 k Ul M d' C LL �6 J W JW� 55 I a Ij Z —�0) a o Z i � '@ N � 0 o W co 05 cl, 0] J IL z - mz c aN do V O W ❑ ❑ � M Z N O 7 o0 � o Cz 4� c6 0 o:UWA v c E ! 8 U , CD ® Q- N 0 � W M ZO , Q g LJL z o K >m z R QE o U .© L.° zCU Z D2 f— (Q 2 O 00 6 pE � Q 0 Q �Z L wo to <Q O W ma oW Z m U O Q W p z U G/J y 7 T w tt =� a m w m a� o w¢ >0 �O = N > M 0) 2 ca ca c� (0 U-) r =3 CV Q- L0 .-. Q °o N J U) m N Ln a..+ O ..i O LD (•. m 04 ai CD U-)O L C14 N Q N T r C14 w U') � o z f0 z U) T Ecc c [L U Q p JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP)r1 SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH v 11I * 111 1-4 13 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - w CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. --�L WOOD TRUSS -J J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 1 Od COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN _`_j SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP SCALE: N.T.S. K, 2x4 STUDS w/ SIMPSON SP1 w/ (10) 1Od NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A �A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER JACK USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS —y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED I MASONRY KN COURSES w/ w/ (1) #5 CON REQ'D @ MID I I I ASONRY T. TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN �A INFO EE WALL MAX 3 lop TOP K.O. COURSE CMU BASE W/ (1) #5 FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY n SLAB PORCH SLAB SEE FOUNDATION PLAN LEVEL Y (2) #5's CONT T&B w/ SEE CUT • ° `� CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER AL 1'-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSON LSTA18 _ w/ NAILS SIMPSON HUC410 w/ (14) T LSEE PLAN III OR CANT. CENTERED AT LIT O SPLIT TO TIE 16d INTO HEADER & (6) BEAMS TOGETHER 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO —SEE FLOOR PLAN FOR I r COLUMN SIZE & BASE 7116" OSB FLITCH PLATE SEE FLOOR PLAN L FOR COLUMN SIZE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A ON OPTION B CONNECTION INFO OPTION C SCHEDULDE/PLANM COMMON BM. TO POST ATTACHMENT A EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER `CENTER OF POST PORCH SLAB SEE EXTEND 2" FOUNDATION PLAN SLAB 1 1/2" 2x4 BASE PLATE W/ a SIMPSON w / _ a io 22 1Od NAILS OR ( ) r 2 #5 s CONT. T&B w/ O SIMPSON MTS12 w! 4r. - � 77 _ .. 4 0 I' r 4 , � - -- - ---- (14) 10d x 1 1/2" NAILS WHETNRDEPTHAT Q -�� TO FLOOR GIRDER EXCEEDS 30" PORCH SLAB SEE N BELOW @ 16" O.C. GRADE --_-.. FOUNDATION PLAN -__ I w X - •. _ _ N z cn Z -- -. EE w/ #3 STIRRUPS AT , z_ V-4" 4'-0" WHEN DEPTH T 16" FLOOR SYSTEM FLOOR GIRDER EXCEEDS 30" LOWER SEE PLAN FOR SEE PLAN FOR S GARAGE SLAB DIRECTION CONNECTION 1'-4" SEE PLAN AL SECTION a@ FLOOR PORCH SILL �� LARGE STEP DOWN 17 CONNECTIONK22� SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 1Od NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 0 ° CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: N.T.S. W MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B /TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ 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. r. 1 �e ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 1 Od • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" I--- Y2" CDX PLYWOOD OR 7/6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 4, 4 c N � GARAGE OR ,- LOWERSLAB SEE PLAN. COMMON TRUSS W/ INTERIOR BRIG. SEE PLAN FOR CONNECTIONS INFO. BUSS/ OP WALL EE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2„ J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT a - 4. d O A.p 4 Q , ` 4 MAIN HOUSE 4: 4 4. (2) #5's CONT. T&B 4 w/ #3 STIRRUPS AT Q ® a 4'-0" WHEN DEPTH EXCEEDS 30" � 4 g. 4 : .Q 4 V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. .00 d r' o,.­"to r co s� m R 1 ' M N 0 N O o l hf . 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 - Residentiai 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. B ° N m c0 n �Co u �snZti N q c J W LL , W JCLjJ � --dam a Y Z ��o3 a y o W o 2 1—� O W U5 C (3)m Z Z?5 M z Q N OU 8 Z W ❑❑ 0 M Z N � oJim � a � J M cn o� N N L'� U r — J 0 z U N 'M a o w z z caE �o Joao >N Q O Sw z© tC6 m C:> g 00 S Q 0 L 0 w� p �Z W� ,� ¢o U mo ) S Q� O �Z z° < LL rnF A ® w ¢o = a w< >° a= VM zla �O .o = > (o �' CU CU c� CID L i N C- In Q Y $ N a m 't o Ln _ a-.+ ILL � d' 0 ccaa Q CDLO CD 04 Q N N T m �.F (0 t) a Z z V N E r I° a o U Q p JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. D 1 (MONO) „I III :l I LIII III 1111 11111 I'll i141 11 IIIJ1 I'll... L' Il I I JT . 11 I, I (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING - IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS u P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF r .' AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C �• B H O C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER ! JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS LLJ 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F I Yp F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING , CENTERED NAILED TO STUD PACK ��" ` FLOOR DECK W/ 10d NAILS @ 8"o.c. \ FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO 0 A 0 1. APPLY SUB Lo FLOOR + © ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN 3 2x #2 SPF STUDS () @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL -------__._NAILING SCHEDULE \ FLOOR TRUSS/ I -JOIST SEE PLAN I SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD \ PACK W/ 10d NAILS ` (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" `. TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL ---__ (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER CUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. lw=4991to]17AS111:111 FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR I I NAILING AREA (TYP.) COL. SIZE I I I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING ---BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACKw/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN_._@ 2nd FLOOR 4 SCALE: N.T.S. DOUBLE 2x4 ° TOP PLATE 2 WS 10d @ 3° o/c A�XTFN . q7F p2 48°MATOA TOP SPLICE PROVIDE 2x4 ON TOP OF 2x8 TO ° BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL �1 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT' CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT; DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AAB O.C. TYP T (2) 2 x #2SYP U.N.O. 2xCONT.T (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT -- TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK Ii STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE i ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR r8 SCALE: N.T.S. cc*—f c-� l 0 d� po-yc�- CO -% 4 ® y 3 ^wry i G d 0 y d V � U M 0 CV N O O r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. d O M U v �, o ®00 en N W J:..' A Y/ rn n 0 N MM � J Q M Wa LJL 3 a — a Y Z Ya "' '� N CO 3: O W `��° � cr m Ir O Z OU ¢ U co U 0 n W ❑❑ N M o� N z � � � a z v 0 o �N LL +-J L, U O w o tlM L ;I . T ai Idj U ) C rn Q N �� r 0 w 03 Z I.L E a z o 0 ¢ ® E �� w Za a° 0 E Q=°� °< °Q ~ 0 wo �z wz ry 'B zz Y 50 mo ¢ 0 1 Z J s0 ¢ ° 1 z Z go W c� a CD oa w LL a NW m �p a= =3 o w� ;° M d H o � �O .o = > M N L.L. m 0 (0 Ln r N Q ° CT 0 J N U) 2 >' N 00 �--+ 0 0 Liz LL O � (� (0 N m 0) o Ln N Q � N T n E -E I Z M Z E T— m rz ca a E U _j Q p JOB NO: 23-04902 SCALE : AS NOTED SHEET NO. D2 _j .11 rl l bT if i F I I I _ 1_ i, I I it I .. 11 1 1J:.i 161.•I ILi d' , Illd i.i1 i. I I I :11. It ,i_n - --- THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1 SEALANT AT 4 SEALANT JOINT ) WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK SEALANT JOINT SEALANT 5) SEALANT FROM IN INEDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WNDOW ) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape DO NO' BOTTO FLANGE ^' ^ ' "'I WEATHER ✓E BARRIER & tARILY SECURE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -­, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) E0 \SHING WEATHER RESISTIVE BARRIER Q -k I O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING -� 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the 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 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SLOPE d ° a V-4" PER PLAN V-0" PER PLAN LOPE a SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Q W U) m Q Z_ a_ og- w w a o- Cn = W LD U W W LU Q � w O U) WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID 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 water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied i horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over IT wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FFLASHING, SEE FLASHING 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" READ ESIVEASSHOEASE PAPER TO WN) 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 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 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. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. ' INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 d a 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 PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS��� STRUCTURAL FRAMING ` STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB 1 NSF LATH ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. / / Cement Plaster in accordance with ASTMC926 over wood 2nd floor 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 �A- Z O � Q S Cn t isa w � N M N O N NPio 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. MAO a -IT E 0 UJA N N O ft a 0 Lu Z - o a 4 L T 4 0 µr- y li ] Fa (N _ Z N M Z Q J LLIII 65 Cj m w Z O U v - w ❑❑ M � z N M o z N z o � � Q (n Nn z (D `o C1 W LP a--+ (l3 w 0 w oOft N � U L,Lr m f •..,, J U 'o N ° U) � ®y ¢ N 0 �IY o w o, z LL EE�< h, zo >ry ca.oLL E U a z© ❑a o E � Uo o �< 10 IZ,Z wg ro -O � .Q pU O� zLL Z 3 0 oa z go MIN to o ao69 �w �= aE =3 miM �I ol¢T00 D ti 3 a C O i M N I.. O i m ca 0 co L0 �' Y o N mN'n Q L / ILL O Y r-- co N 0")m 0 O a N T E 2 ( E o z Z E T N (a co a E U � ¢ 0 JOB NO : 23-04902 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets � I I G� +1 /2'x + 1 1�2x 2-12' See AuOor SiLhedole So Its 1 i2" DiZ, A -125 G- a Iv, if FTYP,� 0 4 1 Back Cross Support (May be CtIt to W), Right Bracket (46 Gauge) Ni 14 Solf-Dril long A A/C UrOt Sotturni Wgid I Hurricne Strap (Typica 1: 3 in fmn t) Wai:hL-n Front Cross Support SeWLotkinog Nuts (May be cut tow) Left Bra.Cket C 16 Ga uge) #14 $elf-lDrilling Sl:ftv%T1hru Brackex� 6 BackCrcss Supportlirlito AIC UnA Bottom Side �Typical- 3 each slide forhurricane uw-) *­fi� muAlutu.. ntptrua�a� im-vied �id� -b Hurci�Ds.."a But- =tiodissels! S.A DbIlzrAIMg arinitillims dipole reetwau li WM Appiy�, Florida Department of Business & Professional Regulation P.g. i of I Building Codes and Standards 12A 13=21 Product Approval Application Detail cool. entity or Data Data Veto Pending Da. 7%fo. Version Manufacturer Cphr act Onalraiiii-4 Up.me Validated By Valklated submit. FSC Approwil Apo- Status Affi-ei 2020 Strait Vart Prml,alba, Inc Michael G.h.. H en.c. F, N-o P.E. Locks Bogdan P.E 12/1&2020 iviono2o 12�2SP21320 Approvod category: Structural Components (877) 441-8368 PE-73775 (334) 300-160D SolbCato,"ory: Products Introduced as a Result of infoCshroulventoona New Tisch _1111 omir"i.c. method; E-t.offen Report f,.. Florida Registered Architect cra Licensed Florida Froft�sicnal Enginter EW5822-ROPirdaluct Qua] Ity Am rance Approvildforuse Approved for use Impact Dtalgin a-- ft !=!It Plumber - No,, Product Dribrinticm, combril!= Date I, HVHZ Outside HVHZ Resistant Pressu. 1 140,11p Dual Function Flood and Ventilation Vent Y. Y�, N)A -=-lopo 2 4 540-511 Due Function Flood ard Wnbleam, Vert lMiJ202S Yon Y. WA -100WO SonartVaht Media I #154CLS20 lnsu::��d Flood Vent 1213112023 Yes Yea NIA 'l Clot 100 4 SmartVan Moda�# 540-Ul insu cdFicoodVent l2f3112023 yes ?_ NIA .10DA100 5 Sm.,V-: Mods 41540-524 luci..1; Geeg. Door Flood Vent 12J31=3 ye, yes NIA N/A 6 S1:dVa1t Wd � *15 0 :76 Wood Wall In:qated Flood Vent IZGiJ2tJ2 Yes Y. NIA -100�100 a tvant Mcd: #154 m 4(� 7 14.5&qut G rage Door Flood Vert 213112023 yea yda NIA N)A Florida Department of Business & Professional Regulation "age 1 V 1 Building Codes and Standards Product Approval Application Detail Code entry Or Bat- Data Duo Pending Data T­ Voeolm, Manufacturer Com.rd Found- & Lic.... Validated 5, Volitional Submitted FacArignmei A,,r-,d status R.A�I.q 2020 Drexel Metals Inc, Jason Shumate Zachary R. pleat Looks Boaden R.E. 08(10/2020 Oa/09=20 omor2020 10113f2020 Approved Caegqry� Roofing irroz) 303-1511 PF-�4021 (334) 300-1800 subcategory: Metal Roaring j�hurn.taodrs­qtc.m C."'Pliame Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17671�5 Products WallivAtbouraince Approved for Use Avorosed for Use Impact 0.910, Sao A Product Desitricaeg contract oligpirglor, Do(. in HV4Z outside Resistant pressure P,:!n,. doing System, 0 IMV2025 Y., No NIA tol-lao I "a Dec 5V Florida Department of Business & Professional Regulation Page 2 of 4 Building Codes and Standard% 31sto23 Product Approval Application Detail Code Entity sar Data Date Data Pending Dole T"Q Yom- Manufact-mr ca"act kiral-, A. Q-ge, Validated By Valldatod Submitted F13C A.pngva� Appel ster- R-Itim, 2020 Thermet-Tru Corporation Steve Josporson Lyrd.n F-ehhdt. P E Ryan J. KJng � P. E 04116f2021 1MI12020 04r2Z'2021 06M12621 Approved category: Exterior Q,ms 0100� 843-762a PE-43409 (813) 7ST-6555 Subcategory: Swinging Extend, Door Ace-blis slasperson@9hermatruo Comp"Mcaul d: E"Iijolm Report from a mr Florida Regit-dAnhitoot cra Licensed Florida Profeesional Engineer FIL42114611,R6 Pimplutot, OwalitntA.-rairic Amyr-od for Us, Alt, ..... I far Jet, toggmt Dealer, Son it Number ., No. 1t�,,-Qsaaic.rd Product Dese,intlo CdrbdgLIbtZLvn Owe In HYRZ tiumida HVH Resistant Pressum, 1 Smath-a.r Nominal 6039:$ &quot:lori Opaque 12;71 8 No yea Y.e NfA oamp.st. Edge Fildergi- Single D.m (inswlng�Outsw-ing�Xc�figurationI 2 b. Th.-Tru F,ber-Cl-i. no S-th-Sair Nominal 6d,03as ".ot,J,qp.Ft&qIc0j Opaque 12�V20213 No yes Yap WA Composite Edge Fiberglass Single Dom with Scletwo (InswingfOutswing: XO. OX or OXO _fig­fldrt� 3 c. Themi Fiber-Claresis and Smooth -Star NpItnihsiftir3sli 6qU0tIlqp8ct8qUm: Opaque 12/3112020 No Yes Yes NIA Composite Edge Fiberglass Double Door win or n4th.t SId.lit,s finnevinglCur-ing. XX m OXXO Qonfigurations) 4 d. Therna-Tro Fib-01-ic and Sq,octh-St.r Nominal a&#30r0a,,qwatLImPacerquat: Opaque iMIT026 No yea Y. N/A Composite Edge Fiberglass Single Door Jq-ing(0una.J.g:X­fig..ti..) 5 a. Thems-Tru Filb-Cf-sic and Smooth-Ser Nqmn.t8&#39,0&q9m;Impact&quct Opaque i2iS112026 No Y. NIA Cornio'de Edge Fib.rgi.- Single D-im il-Ililow-hg: XO. ox., OXO norfig-II-) 6 f Therme-Tre Fibar�aa.i, and Slopoth-Sisr Nqmrol 8&*39:0 opaque JnV2026 No yas Yxt NVA Comp.sta Edge Fibergt- Double Dexrvith m 0.4theut 8idslites 0-Ingout-fing; XX or GXK0 colfigurati on5j 7 g. Therms--ru Fuqbr_CW­ and S.-th-St., Nominal 62.#39;8 8p..t:I.P­9,Ium� Glazed J2i3112026 H. yes Yes NIA Composite Edge Piberol-s Rnoo Door a h. lbenro-7n. Filow-Cl-ic and Smooth�Sor r1orraRal 6&#39.8 &quot:lmpact&quct: Glazed 12131R02E No Ya, yes NIA Composite Edge Ftergi, .. Single D.oruviffi adallb," �i(h,8.lngOUt8vAng: XO, OX.r OXO eci o, 9 1. Therna-Tru Fiber -Classic and Smooth -Star Nominal 6&439�8 o"quotAmpseMouct Glazed 12/�lM26 P40 Yes year NIA ComposibeEdii.Flbargles, DoubleDevorwith or vriboutadelites (IneeingfOutswing; XXibrOXXO configurations) 10 j Themos-1-1. Filb­D-to end 5-oth-Slar rspmhq.18&#3S�o&q.q1;ImP..t&qUot Glazed 1213112026 No Y_ yes NIA Conp,,le Edge Filderglassalngle Door ([nesInq10un.-wiM;Xccmg,natI.a) 11 h, Therma-7ru Fiber -Classic and Smooth -Star Nominal 8&#38,0 &q.r!;Imp,,CMqut: Glazed 12131,2026 No Yea ye. N/A Composite Edge Fiberglass Single Doorwith Fiddle KO. DX at OX0 12 1. Themme-17. Fiber -Classes and 3-affi-Sts, rominal 88#39:0 &qum;Jmpav&ouot. Glazed 12�3112026 No yes yea N/A C�poslta Edge Filderjass Double D-with or ,mthout Stilettos (ln9yimWOutaein9� XX or OXXO configiumdom 13 The�,-TuFibe,C[assi,,ndSmooth-Ror Noinn.1 3&13S.8 &q.m:Imp.xt3.F,ct Gl­d 12�3112026 H. Y­ Y.. NIA Molod d Oper Composite Edge Fibvglaw Single Door fln "Inglo"t"Z X ..'ag-hon) 14 r_ Tharmb-Tn, Fib-Clas- and Sononq,�Ghr lomfi-I G&#3Ds Glazed 12/31M29 No yes yes N/A Molded Open C-lo.ate Edge Flborgt­ Single Door ith Glued Moked Open SIdlit.(al �inaw,gfo,swinq; XO, OX or CXO config-h-s? 15 a- Thermar-Tru Filber-011 evil Snicotti-Star r1cov-1 68,432,8 "Ia..d i2t,3112026 No Y.s yes NIA Molded Open Cornp.alo Edge Fiberglass Double Door voith r,,Ith.ut Sued Molded Open Sidelftes, (InveingloUrawing; XX or CXXO configurations) 16 p. Th.-Tri, Fild-Cl-so and S.-Ill Nownad 6&#3g1.8 Opaque 1213142026 No ys, yao NIA C-p-alto Edge Ribeic.. Single Domwith Molded Open SIdefineis) XO OX ., OXO ..nfigu nul-) 17 q_ Therma-Tru FilberCl-ic and Smovii-Sutr Norninal 6&#29 , Cip.q.. IM112026 No Yes yea NIA Composite Edge Fiberglass DoulNe Doorwith or ,rithout Glued Mcided Open Sidalit- (in-in glouls.ingLXX or =0 corrfg�rafidnru, Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 115,2021 Product Approval Application Detail Coda Entity or Date Dol. Date Pandlina Dole TV.- Vwairm Manufacturm comilact Equal.... & Lialus. Validated EW Volid.l.el s.broid. FIRC Agging-I A-vad stot- Revision 2020 `GTIndusarl. Jen� Roao%vski NE-i-Dise BCCQ - CER Marni-Dod. J�CCQ - VAIL iioqm2l] 10/26(202D 11d2412020 Approved cat.g.ey! Exton Do- (941) 4&3-0100 (786l MI-250 Subcategory! Sliding Ext.d., Door A,aarnbli- r.sftsW(lpgtindu9ldIe6.c C.noll.n.. Plliithd, C.,fif-Imn Mom or Listing 0. Quaid, AS-— APProv.41nirUse A,,.vd for Us. lirmasi 13.smn Sao 4 ELdluct�la d N-b-IN... C. 14cri Date In HVID! Outsida HVHZ Resistant P.... SGD_,55 Ogg _ Poduict Dwsollptlen bract = -T.;- 2 tL:a0a Missile linnotaull Viry! along Glass Do., 04/1 02 Y_ Y. NIA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET (2o23) As required by Florida Statute 553.842 and Florida Administratiw Code 913-72, please provide the information and approval numbers on the building components listed below If they will be utilized on the construction project fbr which you are applying for a Ma n ufa ctul re r Product Description Approval Number(s) 1. EXTERIOR DOORS A � SWINGING Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf fiber -Classic and Smooth -Star (IMPACT) 12mm, -+67.0/-67.0 psf ;Fiber -Classic and Smooth -Star (IMPACT)l +80.0/-80.0 psf IlliKiclirk"TM, MI Windows and Doors Series 420 FL15332.1 - FLI 5332.5 +40.0/40�0 PSCEIMM Series 5570 INOA 21-0205�03 +38.7/-38.7 0-MMM", Pella Corporation Wayne -Dalton Series 8000/810:018200 #1105 +31,0/-35.0 psf Wayne -Dalton -(8X7) Series80001810018200 #1123 (16X7) +3-0.0/-33.5 psf Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) +34.4/­38.3 Psf �D.. METAL LOUVERED DRS 'Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors ICY A. SINGLE HUNG IMI Windows and Doors RMTIMBI +60.0/-60,.0 psf =,Series 550:0 Pella Corporation 11 Series, 10/20 +3&0/-35.0 psf K-.IA P ella Co oration rp Pella 10 Series +60�01-60.0 psf B. HORIZONTAL SLIDER MI Windows and Doors Series 188 +55.0/-55.0 psf WN Pella Corporation Series, 10/20 _+30.0/-30.0 psf Pella Corporation Series 10 Sliding Window MI Windows and Doors Serles, 185 _+60.0/_60.0-psf Series, 5520, Pella Corporation Series 10/20 +50.0/-50.0 psf 71111IMSPHRE Pella Corporation 10 Series Flange Fixed MI Windows and Doors Series 5764 FL15353.2 -Series 55,00 �3. PMEL WALL James Hardie Building Prod. _160. 1=1 M.A.W.M11 We 1111111-MEM FL13192A - FI-13192.2111111 # :B. SOFFITS Solid and Vented Vinyl Soffit FL15272.1 - FLIU�l 75.0/-75.0 ost Illimlia'an �Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 + _54.2/_ 5_4_2 s :A. ASPHALT SHINGLES 13 Tab, Dimensional MOUNT KA B. UNDERLAYMENTS Tamko (for Shingle Roof)l 151b Felt Undedayment USA, Inc. (for Tile Roof) POLYSTICK TU MAX M MAMA 041 C. ROOFING FASTENERS D:,__ ROOF VEN11LATORS Thompson Arch Metal Com p. -';Off Ridge Vents-- FL1691 8.1 - FL1 6918.4m����Wlk.Jkk#l�ok-M Florida Metal Products, Inc Lomanco, Inc :DA4 Exahust Vent 9715/-97.5 psf- ,E. ROOFINGTILES 11111 M.T# M# FL7849.27--- FL7849.28 M.F.1071MOT FL7849.16 - FL7849.20M 'F. METAL ROOF Drexel Metals, Inc. DMIC 10ONS, DMC 150SS, DMC 175S, DMC :200S, DMC 5V 12/31/2025'; A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL1501t� 12/31/2023 Z61; All American Shutters Glass Galvanized Steel Storm -Panels 1i 13*11 Ll I i i L, Iiii k WOOD CONNECTORS/ ANCHORS USP Structural Conn. - Simpson Strong -Tie B. TRUSS PLATES 1TW-Building Components Alpine Truss Plates FL1999A-FL1999.4 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 Weyerhaeuser Rim LVL, PSL, LSL FL6527. 1 - F L6527 5 Cast -Crete Corp., -Board, High Strength Concrete Lintels NOA 20-0630.15 rM. 1-11 Nrl 24 F, I Im. 11.4 1-4 High Strength Concrete Lintels Florida Department of Business& Professional Regulation page I of 3 Building Codes and Standards 10022 Product Approval Application Detail Code EntltyoE Date Deate Date T-e Versic Manufacture contact Elloineer Ik Ucense valcatcol validated submitted Approved Statu Revision 2020 Therma-Tru Corporation Steves Jasparson Lyndon F. Schrridt, P,E- Ryan J King, P.C. 0712a*020 07/12J2020 C712912020 1011312020 proved Category: Exterior Dcors (800) 843�7628 PE-43,409 (813) 767.6555 SulloidegaurId Swinging Exterior Door Assemblies Compliance While: Evaluation Report from a sJosp­on@th.rmatr,.,, Florida Registered Architect are Licensed Florida Professional Frig- F1,11=47 AS Pr6dUg& Quality Allis I Upartse Approved for Use AinaroVedilli I Seq 9 _Pll�j all _1 III In be I I r N a I I Product Description CombectExiviration Delte in HV Outaf7de Resistal P um I ;11.2 ofle; �Ilbex r "oussic end smooth -Star Nominal 6M@;8 SquatImpacb&quot, Opaque 1 ?J31 Q02P Yes Yes Nfr- C�Pmipxlsrte Edge Fiberglass Single Door 2 b, Thermai-Tru Fiber -Classic and Smooth -Star b-ing/O.t.vAng; X-fiq-1on) N minalB&#39:8&quot;imp.ct&quol:,Opaq- 1MI12022 Yer yea, yes Composite, Edge Fiberglass Single Dpo,wrlb Sdlelit.(a) (firs,,inglOutsvving, XO, OX CXO a, configurations) 3 c. Therma-Tru Fiber-Classlo and Smoolh,Star Nominal ea#30:6 aquotJimpacAquot. Opaque 12)51 M22 Yes Yes ye. �-Nbr Ceomposlle'Edge Fiberglass Double Door with or without Ste.litses (Ir-Iqg)G.tssfng, XX or OXXO % "A configuration.), In i?, 4 d Therma-Tru File-Cessic anti Smooth -Star Nominal 8&#,99;0 &quot;Imlq2ct&quQl, Opaque 12131f21322 Yes Yes Yes S 0 V1. omposhe Edge Fiberglass Single Door swingilOudisvvinn;Xconfiguralion) t, 5 s. Th.mr.-Tru Fild-Ot .. i. and Smooth-Sibar N-in.1 138,0390 &q­t,I.p..t&q.qt, Opaque 1DS1�2022 Yes yeor yes NIA-=* ;V1 Composite Edge Fiberglass Single Door verth sidelite(s) onsvringqOutswinz XO, OX or QXO configurations) a f. Therri Fiber-Class4c @no Snnocylq�Star Nominal 8&939;0 &quot;Impadt&quol;. Opaque 12f3lM22 Yet; Yes yea NIA thoutsidelit-if swin Out -mg, or CDO(O ­figunabno,h.� T g. Thstriti Fiber-Clssalo end SMODIJ1,13tar Nominal 69#39:8 &quotjmpact�ual Gausad 1213V2022 Y­ Ys Yes N Composite Edge Fiberglass Single Door tInswinglOnswing; X configuration) 8 In, Therma-Tru Fiber-Clazsio and Smooth -Star Nominal W139:8 Squodmisect&quot; Glued I ?J3112022 Yes yeer yes NrA Composite Edg a Fite rgl ass, $j ngle Door wth Sdefim(.) (1mqvar9)O.tweng�XO,OXo, QXO configurations.) 0 1, Themi Filger-Classic and Smooth -Star Numral 6�, #30:8 Squottpact"uml; Glued 1213112022 Yet, Yea, Y_ NIA Composite Edge Fiberglass Double DoorWth or ,anthoutSidelitea (InswnglO�tswrg. XX orOXXO configurations) 10 1 7hermaTru Floet-Cli and Smooth-Slar Nominal 8&00:0 &quotImpaot&qum; Glazed IX3=2 Yes Yes, Yore NIA Composite Edge Fiberglass Single Door ifirsAngfouiswing; X cm,feg-f-) 11 k Thermo-Tru Flber�Ciaad�p and Smigoth.Star Nominal 8&#39,0 &,quotImpactlicluot Glazed I ?J31 r2O22 Yes Yes Yes NIA CtInniociale Edge Fiberglass Single Qo.r,,Ath Sidelftv(s� lnaswng�Outswing� XO, OXor OXO configurations) 12 1, 7namna-Tr, Fibur-Cli and S-th-Sbar Nominal a#$Q,O &quoLIm;qap,&qqQI; Glued 12J3112022 Ya* Yea Yea, NIA Composite Edge Fiberglass Double Doorvith or without Sicalites (nemnSlOutswing XX or C)O(0 d-figoradons) 13 rn Therma-Ttu Flbar�Classc and Smooth-Stor Nominal 6&,439.5 &quotjmqact&quoT Opaque 12t31/2022 Yes Yes Yes NIA C�.nrposlte Edge Fiberglass Single Door vAth &quot;Non-Impad&quat; Sidelfter(s) (InswrGlOulte,wing; XO, OX or OX0 configurations) 14 n. Therma-Tru Filber-Classic and Smooth -Star Nominal 6&*39;.8 &q.b,,;I.p.pt&qdpi Opaque 12J3112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Doorwith &qucd;Non­Impacd8quot; Sldelitps,�Irswngf�Ouaeviing; OXXQ configwration� 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,0 Aqbot;lmpabt&quot: Opaque 12)3V2022 Yes Yess Yes NIA Composite, Edge Fiberglass Single, Door with &qucq;Nw-Inqpaq.t&qu.t; Sidolitao(s) (I "wngfOutownig; XO, OX or OXO configurations) 16 p. Tharma-Tru Riber-Classs and Sm-th-Star Nominni 8=390 &quot;Impoct&qucx: Opaque 1 2J31 f2022 Yes Yes Yes NfA Composite Edge Foargi a is Dou ble, Door with 8carpt;Non_Imc,acA&qu ot; Sid a lites (I n sW ing/Out-A n_q; QXXO configuatoril 17 q. Th.rm.-Tru Filb-Cl ... i. and S-th-Ste, Norninot 3&;%S9S Squot:Non-Impact8quot. Opaque I D31=22 Yes Yos No WA Compoelle Edge Fiberglass Single Door (I moMintfOulaviing; X configuration) is r- Therma-Ttv Fiber -Classic and S�mcoth-Star Nominal 6&439:8 i1quot;Non-ImpaloAcunt. Opaque 12131t2022 yea Yes No NfA Composite Edge Fiberglass Single Door with Sidelite(s) (Insi,ningfoutimsing; XO. OX or OX0 configurations) 19 s, Therme-Tru Riser-Classio and Smooth -Star Nominal 6&439;ot &quotNon-Impaqt&qbot. Opaque 1213112022 Yes Yes No NIA Composte Edge Fiberglass Double Door wth or without Sdalites (InasvingfOutswing XX or OXXO configurations) 213 t. Therma-Tru Fibar�Cossic and sinnoxoth-Stor N.minal8&#39.0&quot,Non-Impact&quot Opaque lMlf2O22 Yes Yes No NIA Compotur. Edge Fild.glaes Single Door (I nswinglOutevAng; X config-ftm 21 a Therma-Tru Roar-Ciassio and Smooth -Star Nominal 8a#39.0 &quot:Non-Imqqsct&quot, Opaque 1 nl 12022 ye� yes No WA Composts Edge Fiberglass Singe Door with Sidalidl(�) (InevAng/Out-ing: XO, CX or CX0 conic urations) 22 , The- -7. Filb-Cl-si. rd Smooth-Sta, Nominal 8&#39;0 &qg.t;N­Imp..t&qu.t; Opac- 12,l3l�2022 Y.. Yes No N/A _dmoolile Edge Rbergloss Double Door Wth or without Sidefites, Onswing/Oludswing; )Xor OXXO configurations) 23 w, Therma-Tru Fiber-Clunisic anol $rrooth-Star Nominal Qs,AQ9;S &.quQI,.N.n-Irnpxad%quQt, QlazaO 12J$112022 yes Y.. No NIA Composite Edge Fiberglass Single Door (Inavifinglo,utswving� X donfigurem) 24 Thermat-Tru Fiber -Classic ara;1 Smooth -Star Nominal 38,09.8 &quof.N,sn­lmpaqd6qvot; Glazed 1121811'2022 Yes Ys. No WA Composite Edge Fiberglass Single Door with Sdelfte(s) (I nsashng�Cutsvvngli XO: OX or OXO configuradions) �5 y. Therma-Tru Flbsi and Smooth -Star N..in.1 8&#39;8 &qvct;N.ri_Ip..t&q.ot; Gbued 1D31)2022 Yes. Yes No NfA Composite Edge Fiberglass Double Door with or Wthout Sidelitas �lneOng/Outsysng; XX or OXX0 configurations) 26 z. Tlrenma-7ru Fiber-Q.sec end Smooth -Star Ndminmi 8&#39:0 &qdotN6n_ImpazI&Ju6t, Glazed 12fW2022 Yea Y.s Me NfA -omposate Edge Rpergloss, Single Door 0 1swrigiourtswing; Xconfigurartion) 27 ea. Thermat-Tru Fiber Classic and Smooth -Star Nominal W39:0 tlIquiptNion-Impaptaquot; Glazed lWli2022 Yea yes No NfA Ccmpcs�ita Edge R berglass Single Door with Isidel te(s) (Inawing/OutaWng, XO, OXor OXQ configurations) 26 ah. Thermet-Tru Fither-Classuc and Smooth -Star Nominal SM39;0 loquothlon-Impapt&quot; Glazed ID31= yie� Yes No NfA Composite Edge Fiberglass Double Door Wth or vvt out ' a .$ n-1hg . wng; or configurations) Florida Department of Bushmess& Professional Regulation Pool 01`2 Building Codes and Standards S2021 Product Approval Application Detail code Entity or Data Data case Pididlin Pat. T­ Version Manufacturer Contact Egb',n,,& Licam, V.00.1ad By Widened subtaidoo FlacAntroval A.... Staill. Revaim, 2020 MI Wird-rd Doors Brent Stinger Lqls Robert. Lorn. Steven al. Union, PE 1010BI2020 loP0612020 19,191020 121lV2020 Appi-croad category: Exterior Doors iTl7i 385-3300 PE,0251 4 f7m 31T-8454 Subcategory: Sliding Exterior Door Assemblies b5itIhg,rP_r,rrvd_c- compliance Molho&. Evel-fl. Report from a Florida RegiVere al Nobitect.r. Licensed Flarld. Prafainn.r.1 Engineer F iagd %U.M larequxis surand, Appro-crorUsp Approved for use Intibau Doelon Sell Numborroritabod, op!uilllg� Product D..orloUn, r;loll Dabo re�f E�V In HVHZ Outside HVHZ Resistant Pressure I UMINUM SGO SERIES 420 ALU MINUM SGD OXO 123112024 No Y.8 No N/A l45-3148.quot;x80&q4m; NON -REINFORCED 2 SERIFS 420ALUMNUM SGO SFRIES 420,ALUMINUMSGD OX XO,XX 12i3l/2024 No yas No NiA S3&q'd;XbQ&qu"; Norl-REINFORCE13 3 SERIES 420ALUMINUM SGID REINFORCED SERIES 420ALUMINUNISGO REINFORCED OKO IZ(31,2024 No yea No N;A 146- 3`4&q--t:-SS"q`t; 4 SERIES 420ALUMINUM SGC REINFORCED SERIES 420 ALUMINUM 600 REINFORCED CK IZOV2024 N. Yes No WA XO. XX9Wuol:x9s&qaot: SERIES 420AILUMNUM $GO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XJ1QK 12,G112024 No Y.a No NJA l43&qupt;a6&qum Florida Department of Business & Professional Regulation Page i o`2 BuildingCodes and Standards 102021 Product Approval Application Detail Code Entity o Dole 2" Data Pingm. [)Me Type yertor, 11muffulurer a License Valldrullit Sularnoftd FoiCApproy,11 Approved status R.A.Ion 2020 Wayno-Oolon, a division of Overhead Door Dwsyna KomiNh John F.Scal. P. Arras- P�C 1 Oil 2T2D20 09F!9)202Q 1OM/2020 12ti!5/2020 Approved Corporation (33D) 713""' PE-51737 (904) 821-5200 Category: EAerim-Dmor, qIo,.I.hQvsy­d.It­1 Its xm ode eg] terred rohitactoraLoensedFlodda Proloss, lonal Engineer FL*824�lil Products Qualit, Assurance Al,armed for Us. Arigrosad far Use Ind-11 Dealan so" Its or Name Product Description c.ni moinallm Dan, In HVHZ Outside HVH Resistant Pressure 3 8000/81 Dornoc, 41105 5&059� Max Idth. 14&#39; Max height Gla.!�g I 2131f2023 No Y. yo� .31.001-$5.00 ,Vbi lab Is in top or in temnedisto, sectip 5DOO/610018200#1123 16803s M-McIft 146#3$; Max height, Glazing 1WIW23 NQ Y.s Yea W.001-315Q ividlabe, In top or intermediate stolon I nDW810M2DD#l124 169939 Max Wdth, 148#39: Max h"i Int Glazing 1213112D23 No Yes, Yes 34.40f-H,30 a,Oislbe I, top seetion Florida Department of Business & Professional Regulation F.g., a I Building Codes and Standards 15�2021 Product Approval Application Delall Code Polity Date Data cars P1119100 me 1".. Viersim. Manufacturer ccinteart Eref-eir & Li ... so validated 0, Validated submitted FRIC , A -,,I Amor-ad Slalus� Revialm, =0 CarriesDivison ofAADG. InG. Tom Rintay UL LLC Troy Bishop. P-E. 12M 0(2020 1210112020 1V21M20 Approved Category: E.laror Dome t 641 ) 494-z813 f 954) T147-058 0 Subcategory: EAlriptDr-Coarporente otta�@.a­bIy­ compliance Metirmcir Caroni Mark or Listing QuallptAssurance ApproyedforUse Anproved for Use lni Desan Pmduot firadeC Number or learn. Rn.duot D.-nalma cgft�gct Eenhethrr, Data 1. HV14Z oulsica, HVHz R,Mst,,t P.... I 60r, 707.72?: T47,76T. 777: and 8AT 51,91-d! Pairs of FW.h. Glued, and L.ovarad �lnqla.rd pairs of lmlao� Y. �c, Yes N/A Doors below metal doors. code T'do Ver,si.. 10-f-huner Revision 2D20 MI Vdind-s and Do. a Calbegaery., WndoWS SubCategoryn Single Hung Compiler" lob.tlmd: Ctniffoation Mzri( a LatIng SO" Model. Number or Me 2 M Florida Department of Business & Professional Regulation Page 1 q1`2 Building Codes and Standards t&2D21 Product Approval Application Detail Sort, or Data not- Duke Pending [)do carried! Engineer & Lisenad Valudated oll VAclaulal Submitted F15C Acrundwil Artrimsed 3lt., start Ettinger American kohitecturel Slav" rl� Urich. PE 1 J11Y2020 11 M 7)2020 1112-(12020 Approved (717) 355-3300 Me nu factuters. Association (717) 317 a454 b.It1inge,QgnN1dxqrq Quallify Asunarri A arrowed for use Agor-d him Use 1,,at Dooillor Pledopir cleerldron contract ExClOrallon Owe In HVHZ Outside, H Roallemll Pressure 52X72 FinfFlonge Frame IGISG Single Hung I D/08[2023 No Yes No -Goll-Go Laminated Glass 3) -Cu :3 2 3) 0 0 CU 1 2 CIO U 0 -cu Cn a- C: 0 3:: 0 _0 0 = CU Li- 4- C:) - CU > Ln 0 %+_ 2 CL C13 .0 .= _C0 " Clio < 1A U) L. CD E =3 Cn ICU > 0 > L_ CL 0 0_ < 0 ICU M < ICU W SHEET NO. PA 1.0. L I I 1 -4i­`0 (3) (1) I = I — M (:L) -I.- Florida Department of Business & Professional Regulation Pages be 9 Florida Department of Business & Professional Regulation Pepe I of I Florida Department of Business & Professional Regulation Papa I of I Florida Department of Business & Professional Regulation Pageloiz _0 > = 0 Building Codes and Standards 10M22 Building Codes and Standards f&2021 Building Codes and St"ards i 4021 Building Codes and Standards tW.D21 -416-A = 2 —a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 2 (1) CL C 0 (L) CL 0 L_ r) - - C .1 - , �.",!�i�INIM'I, , v . _111 I ­,�­.,�, 4 � , . ,- � W_ 1W_ b 1AMA WIN �, nom IN MOW W i x a - - � I I . -1 I I , i code Entity a DAW Date Date Pend trial Date I - I IN Ila I . . I � code Date .. C CU -0 . Im. Version Marrufaloture contact enalneirliki-laring. Validated 8 Validated Submitted FECAragroneal Ainymided 5tatu Code Witti or am Data Data pmodirr. Dats, Code Entire., Date Date bm, pollillm ft- ly2a V,,I- abantia,hurror Entity., Date cars Prindlop Combat kma ... r & Lt..-. Validated a, voleatial submitted F9C A-val aei�giltg Status . - _#­a1` a) a) Rovit- 2020 Therrinst-Tru Corporation stsvo Jesper- Lyndon F S.Ihnnict P. E Ryan J. King, P.E. 10fi07/2C21 W1812021 IC11312021 12)154�021 Apo .... d 7vits version Manufacturer Contact nipillao� & UM2 Validated 1W Vithdated Submitted PSCAppronind Apy,vtd §i" ZYM viindom MaimaNdt.nor Comsat Enalrolor& License Wirlated so Validated Submitted FBCA,,,,l Approved status 0) L) _j., U) _t., CalegOry ErrIberror Doors (800) 843-7628 PE-434CQ (813) 767-6555 Affirmation 2020 PGTInd.d1,1- drers R.-ski tf-M).d. BCCO - CER M-1-Dind, OCCO - VAL 1110512p2o 1 1 P5,20 20 1 Ili 112020 Approved R.Asl.n 2020 MI Modows end Pima Wentstlinger American Archittnuuml Steven 14 Unch, RE 1WO1207,0 106,`2020 10119,2020 Approved Revision 202C MI VVJrd-. and Door. category. windows Giant Sitli,ger American Anthitectural &.an M, Lld,h. RE 1112=020 11/22f2020 (717) 565�33og M ... 1.dWr­A.ddiotI.n i 17)317-8454 812020 Approvad . StIbCategory6Wnging E�barior Door Assemblies sjasp.r-.@th.­aI,u co Cat.g.ry, Wind.,,, (941)486-01011 (7813� 315�2890 Category Windows 4717) 265-3300 Manufacture,. A-0- (?IT) 317-8454 b,It1hS,bM_rWwd­ so category: Fixed �7 beffinaerp.11d.c.. <1 a) -0 0 Conniallarrair Method: Evaluation Refoortfronna m Florida Registered Architect or a Licensed Florida ' Subcategory: Single Hoag Compliance Method: Coadointim Mark ar Listing troewskjapolindusuitVIC om Subcategory: Harizontal,sider Compliance Idethod: Cortificatiori Mail, or Listing call, orpliones, NWh.d-. Crilliftati- Milk to Listing , , I I I I I -0 0 - ja Professional Engineer fLotibrom, I I I I I I I I I I � I I , I Prairtisiri-sibi atmo.ge, I I I 1� � I I FM530-Ris Products, I I I I Is I ��a , I -2 = = L_ (3) f4#2MI-R7 Products I I I I 1 � Eiroducta, ,_ 11 I I I I I Cutililb, A-airmas, I I I I AgiarimoldsgIll-as A ...... df I ior Us, Im ... t Caskan I I I I I I - I I I I suranot , I Apomyedfor I Us. Aporo,,.d � for Use Impact Dread., I Sell A' Product Model. Number or Name I I - .. - Ploduct Desellptio Contract 9,cidnatior Data -- ='1-%r- .U. be Impact ilr� = t " re "....." 0 a- = 0 - c 3�: Sag # Product Model, Numberor Name 2lialliv Assumir ce Contract Expiration Date AponavadjorUse in HVHZ Approvedfiartf,o Outside HVHZ Impact Resistant Design pressure $so A Product Model. Number or Name 2 SH65M il-irls. MI.Q. Impact) Product Gosomptlar contract Expiration Vale vinyl Sold H-g W,d­ 0713W2025 11, HVHZ Outhilds, HV R.Sainint Pressure, Y_ Y.� Y.. NVA 5211A Frod,dit Model. Wants, or Name I Fin rising. Fnims, lanoduct Description cipantrapt Eoduation, ask, 73.62 insulated Glass 02/1B12,124 1, HVHZ outside Wvk1Z No yes Resistant No Proswara -551-55 1 185 PW 73 � 72 Mediated Gla., 04,103/202Z, No , itilts- Yes * NQ.O 0 LL = -- - Product Description HS 186 and 4,601-60 0 ICU Lp, ,+- M 1 a, Therni Fiber -Classic and Smooth -star Nominal 6&#3g8 5quot:Nor-Imptct&quat opaque Int/2022 Composite Edge Fiberg lam Single Door (I nsivingtiOurtsviing; X configuration) No Y­ No NJA -6- _1 .1 - ir, cp n- '2-, I ­0 E 2 b. Therma-Tru Plber�Cfwaslc and Smooth -Star Nominal 6,5#39;8 &quot:Non-ImpscAcuot, Opaque 1213112022 No Yes No NJA :01 . C_ %J -w (3) W L_ 2 Composite Edge Fiberglass Single Door with r_ 40 -P-- U) CD Sidelite(s) (InsungtOuboveing; XO, Ox or OXO ccofiq­fi­� '� tx- 0- Cf) l CU !E - 0- 3 b. Th.,m..Tr. FberZlastdc and Smarcith-Sto, Nomirrol 6&039;8 &quot Nor-limpact9uquzir, Opaque 1 213V2022 No Yet No NJA -.4; % c-, - cu _�_J Fiberglass Composite EZtlge Double Door kvith or .r- . M �- = U) < vvith-t Sidefites �Irarmng*Utskoing: )V,.r OX)(0 ,ii vil 0 CP -0 . - 4 d. Themna-Tru Fib-Cla- and Srooctlfi�Sta, configuraflons) Nominal 7&#39;0 &quot:Non-Irnp..Squ.t, Opaque 12131f2022 No Yes No MIA 'W cp - 1:1- it campositis Edge Fiberglass Single Door (InsWnglOutsviing;X�nfigur�tion) . S 5 e Therma-Tru FiberCiassic andl Smooth -Star Nominal 7&#39;0 &quot Noo-Jmpad&quot; opaque I Z131U`2022 Composite Edge Ficerg iaw Single Door with No Yes No NJA C ,�_K C2 .�� % 0 -.3; cc I Scelite(s) XO. OX OX0 "IF, (I nswrigiOutsveng. or co , -00 a 6 L Thermo Tru Fliper-Classac and Smooth -Star configuratioris) Nominal 8&#39;0 &quot;Non-Impaot&qLot Opaque 12131 t2O22 No Yes No WA Florida Department of Business & Professional Regulation P.9. I d I Florida Departniant of Business & Professional Regulation Codes Standards Page ­[ .ft I 157021 Florida Department of Business & Professional Regulation Building Codes and Standards It) , .- . 7, 1 21 ]� is Composite Edge Fiberglass Sing fe Door (InswngfOutswing: Xoonfisguradom Building Codes ard Standards IMJ2021 Building a rid - C', -.:,::,_ �� 7 gL Th.mrati-Tro Fifisr-Clas.ic and Smwi,h-$Wr­ Nominal 5&#39;Q&q,dtI4bo-Impadb1qLedti opaque 1131 =22 Composite Edge FibiarglapasSnillo Door 4th No yes No NIA Product Approval Application Detail Product Approval Apil ation Detail Product Approval Application Detail '71 itn S r_ - h �[Iber-Clapsio Sidert's) (InswingthOutsw�ng, XO, OX or OXO configunalkne) No WA . , 1. � I'll, - , - 8 Therma-Tru and Smoortlfi�Star Noranal 6&#39;O &quotNon-ImPacAquot, Opaque 121$1 t2O22 Coroposits Edge Fiberglass Double Door " it or No Yes . �� �� - " , C-doo Eatity or Dot- cat. Data Paindi., Get- Code - Dot- cat. core Pertain, Data ­ � Craft entire we 2" Dat, Frank- care 0 4 vAhaaft Sidalres (Inswingfoutswng XX a, CXXO T­ version ManurRaturier Contact Validated W Validates! Submitted FZCAdmonral Asoo-ed Status T-1 version Manufacturer coodoot Emikainar & Lidernar W,litbied By Validated submitted FlItAporayW Apar." stdu. Tvill, Version Manufacturer confect Martin- 9 License Validated Sy Validated S.bml"d FOCAppiroydr! Ap ati Riau g i- Therni RI)er-Cfasatic and Smooth -Star configurations) Nominal 89#39:8 &quatN,sn-Impadti Glazeei 1213112022 No Yes No NIA Affirmation 2D20 PGTInd.d1lat, J.na Fro -le manni�oard, 13CCO - CLR Irians-Oade IgCC0 - VAL IIJO5)2D20 IV05=20 1111112020 Approved Re,Adi- 2020 MI Wndowe and Coors grontSifire., Lpla R Loor.a. PE 0- M. Unch. RE IP)0812020 10106GD20 1011912020 IW15=20 Approved Afthinstfort 202Q PGT lod-res J-a R.-ald Ifiami-Dable SCCO - CER Iiii-t-D.do BCCO - VAL 11,115,2020 1 W512020 11MV2020 Appiro,,ad Composite Edge Fiberglass Single Door Category wirda,-,� (941)48"100 (786� 315-2590, category! Wird.wa (717) 365-330Q PE-62514 (717) 3rT-45464 Category: W,d­ (9,11) 486-WOU (766) 315-2590 . (finswirgiCutswing, X configuration) S.InCet.gely! plead yosovskillipirinclustripap subcataigloy mullon. tefflingerairrad.00m 9.1bCarlig.ry: yliollions nosowss@pgdndu.We9c 10 j. Thetma-Tru Fiber -Classic and Smooth -Star Nominal S&#39;B&quotNoo_Lmppct&quat. Glazed 12r3l i2022 Cianoxisite Edge Fiberglass Single Door Won No Yes No NIA complaints MiAll Certifteation M.n, or Listing I .. I I I I I compliance Method: Enluatiern Report tom a Fiddle Registered Architect are Licensed Florid. Compliance Method-. Cerlifeation Mark ar using 1, I I I I - I Spathe ,(.) (I naviangfO.t.wAng; XO, OX or QXO FJW�R24P,. I I I I . I I I I I I I I I I I Pnora,oioral Enginst, Pulim-Ft 1 13 ft. I 1 1 k Tha,.a,T,u Fider-Cistmi. and Smooth-Ster configurations) , N-frell �&#39:8 &quotNon-I.F.dt&qu.t Glazed 12131r2022 NO Yes No NIA I sardis liod-4 Madrid. Number or Name a -lit, Asamagroo Aa,,,v,d for Us, Acintimeall for Use Impact nation prithott C.-Whoo contract Er,,hollarr Ddit in HVHZ Outsids H11H Resistant linsitune I I FLAI$j4-5JR-§U I I I I I I - I I I 1, I 11 I � I - � I I , I I I I I I I I 11 I I I I S-09 Product Model. Number W Name Quelith, Arab-, A-coold far Us, Aporoyod for Use Product Description Contraol Explistion Date Ili HVIlZ outside H ],,act 12-too assistant Poes.r. Z Composite Edge Fiberglass Double Door Yeth or WthdUt Sideirses (Inewing/Outsviing' XXcr OXXO 5 pvv-Z520 fLarge, Misalle Imption Vmyl Fl.od Wrd.. 3440nom yoc yes Y., N,A Ghicifittrilsouramei Apartosad for Us fterboylid for Use trombelart Castor, I Mu Illons Teir Alt Doors n d Ntideo,a Aluminum Mullions 0512612025 yet yes Yes N,A configurations) S." Eraduvi, Model. Number or Name 2 f?84 Procter Dosionad- contract FaWration Ust. I,, HVHZ Quist. HVHZ Vertical Aluminum Mullion 12131,2024 No Yes Rolrrst.nt yes finies.ril N/A 12 I. Therma-Tru Filber-Classic and Smooth -Star Nonninual 7&#39;0&quot,Non-Imp@ct&qLlbL Glazed 12151 i2022 No Yes No NJA Comptisits Edge Filborglasselinglie Door (Ins,viflpfc.ttiwing� X donfigurati.n) 13 m. Thorm-Tio Piba,-Cl ... ciend 8-th-Sla, Nominal 7&#39;0�qu.t,No,lmpodt9,qu.t: Glazed 12131�2022 No Yes No NJA Composite Edge Fiberglass Single Doo-Ath Sidelite(s) OneWng!Outsvvinq� XO, OX or CXO configurations) 14 M. 7herma.Tru Flyar-ClieSsle and Smooth.Star Nominal 8&*39:0&quot;Non-Jmp3ct2qudrt; Glazed 12)31J2022 No yes No NIA Z Composibe Edge Fiberglass Single Door (InswrighOutswing X configuration) 15 o Therma-7ru Ftber-Classto and Smoot -Star Nominal 5&#39:0�quotNon-Impact&quct: Glazed 12131 i2022 No yes No N14 Composite Edge Fiber glamSingle Do., with Sid.l,te(.) (InswinglQuitswing: X0, OX or CXO Florida Department of Business Z Professional Regulation Post dil Florida Department of Business & Professional Regulation Page 2 of 2 Flodda Department of Business & Professional Regulation say. 3 d4 16 p. Therma.-rou Fircer-Classia, and Smooth -Star conig 'rations) N-h.1 S8Jd39,0&quct,Non_mpac,&quo:: Glazec 12131f2022 No Yes No NfA Building Codes and Ste riclards I 02921 Building Codes and Standards 10MY2021 Building Codes and Standards 31s2023 Composite Edge Fiberglass Double Dborvilth or Without Sidelitea (InswinglOurtsesing: XX or OXXO Product Approval Application Detail Product Approva(Application Detail Product AppPOValAppilortion Detail W configurations) 17 q. Th.-T. Fib -Classic and Smodiffi-Star Noimirral 68#39:6 &qua1,;Noo-Imp@CAqudt: Opaque 12131 Q022 Composite Edge ribearglamSingle Domwith No Yes No NIA - . - - I 11 M_11- - � , , - � � ��� , "" I , " ` 10 - k,- `,_ W I '201", '11 '_ I , I 101 , 991M11 WAft Transom (hrsWngi,t0ufs*r9; = ioonfiguratiorr� � - , I - � -- I 11', .� I Wift- m- MM' , , - _11 . IN ­��11 - 101 I 11 119 - 1710 W10911 -1, I 111 ,ll.Vl"*4 -1 Q -IME 1, -:0 ANI, is r. Therma-Tru Fiber-Cfassid and Smicarth-Star Nominal 6&#30;8&quot;NoK-Impa,d&quot Opaque 121SI)2022 . C-porsit. Ergo FibergliamSingl. Door .th N. Yes No NiA Code T-1 veranar, Marroaflae- �� 11 " I Entityor Crossett ermimnar & upeon'. Validated Ph, I � , Dot- Da", P?Ao Ponolini Date Validated submitted Fat, Arab -I Apainoted Sierra code T­ Vistramin th-urfactunar Entity or contact rooffia" a Licionea Validated Bir Sill"i We DliL, Pending Monitored submitted Palo A-val aide A,o,,,d St,t- code T-o vionam Mrsturfact-, F.6t, Data Date Pending 21it Contact! Eiredrear & U-.e Validated 9W Validultal Submitted FOC Adiar-sill 112ft A,,,-d ,status Sel.lite(.) and Toore- (fin-irag/Oort-ing: OfXO. C;OX or 01OXG, configurstamisdi Reval.in 2020 James Hardie Building Products, I- Chad Ditiroks V, Andrew Too John 0.urthard. P. E 01105i2621 12JI02020 0110GJ2021 di FS0 Appr, Revision Z020 Alolds Nick Themp ... Lynd. F, Schmidt P.E� R�, J King. P.E 02.112021 02P 512021 02=021 0411W202i Appopoed Pievi.oc 2020 OAF M4041 %ah Robert Nisminen John W. ionc-ldr, RE 1211bM22 IV171�022 1=022 02,0712023 App-d 19 .. Therm.-T. Filper-Cl.eaid and Smoiblo-St., Nominal 6&00;8 &quot Non-Impati8quot; Opaque 126`11202� No yes No MIA Category Panta WWI. �Ws) 54�-8359 PE-81662 (352)567-2526 category Pan al Wells k3S(o 922-238B PE-43409 ;813) 7G7,6555 Category: Reading cWG) 765-3411 PE-59169 J954) 772-11224 Composite Edge Fibegiass Single Door,mim Subcategory: sitting ,h.dxI,ckc�.­ksi subcategory; S.flits irth-psen&l.de.c.. Subcategory: Asphalt S-Inge. inalisli com mi Sid.lihs�s) (ln.,,en9/Q.ba,mngi: XO, OX or OXC, Oupirplianc.Mothad: EvoluOtion Report to. a ... in c-pli .... Method: Evaluation Report firam . Cornpilarmort Method: Evaluation, Report from a Continuous Head and Sill configurations) Florida Registered Archract oris Licensed Florida rtori,la Rogisient,dArehited.r. I.I.emsed Florid. Floadir Regiat-dAirchit.pit or a Li -sad Florid. 20 t. Thermar-Tru Fibtf-Clamic, and Smoth-St2r Nominal 82039:0 &quet,Non-Impad1&quot: Opaque IT31IJ2022 No Yes No MIA Profisestarimi Emit ... r P,.f.a.baml Engineer ler.1-bri Engineer Comptarte Edge Fibergiasis Single Door with I I � I I I I I I I I I I I I I I I I 11 I I � , I I I I I I I I I I I I I - I I I 11 1, I I I I I I � - I . I � I I I � � "I I � � I I , FILMIRi4433 1praddicis 11 I " I I � I I I I I I Sidalibe(s) 0 neWnglO.teving; X0. OX or OxCi F �*,21[42�fii& Prod. ot, I 11 11 I I I I lFL#i1Kbt2-R5 P.nddL , , I I � I I I 11 11 11 I I " I I , 11 I I 11 I I I I I "I I I I 1, I , 11 I I 11 I I I I I , I � 1� I I I I 11 � I I � I I I I Continuous Head and Sill configurations) 0"Ity Assusnot Appritesedforl Approynd f9r Use impact creshill I I I Coalit, A.o,-- Appoiryinal for us, Apout-d far Use 11111mild 0-doi, QualltriAesuranco Appir-dol far Use Approved for Use Impeact opsip" 21 u Them-Tru Fib-Cassic, andStrooth-Shar Nominal 6&#39:9 �,rluct Non-Impsct&quot; Glazed 1213il2G22 No yes No NJA sea 4 P.dupt]Zod,[. thannot-Nisors, Product Da$tflptlo Contract Exitiration Data In HVHZ Outside WHI Resistant pressurs Gad A Product Model, Numb- No- PranduatMearption contract EypInAroo case In HVHZ Outside HVHZ Resistant Pressure *N 0 Product Modd. Number a, Name Produtt Description ca", at gravitation Dell In HVHZ Outside HVH Resistant Pressure Composite Edge Fiberglass, Single Door with Sidette(s) OnsvrilngJOutsvilng. XO, OX or OXO I Camplank Lar, Siding iber-mont lap siding i2iW2022 Y. Yes WA WA I . 4.qVor;2T6iqu.t: 8offin Vent or sold Vinyl Sent 12f3lW23 NO Yes No NIA 1 OAF Asphalt Rwf Sh inplas for use In F RC non-HVHZ Fiberglass reinforced 3-taft, lArrilmotail, $-Jab are i2liG(2025 No Yes NIA N)A I Continuous Head and!�;fl tabriflouratiors) 2 HordiFlook Lap Siding ift-conneat lap aiding inlJ2023 yes yes WA N/A 2 b. &q-t-Allarps T4&p..t: east Vent or Send Vinyl Soi imlaozlt NO Yes No NJA jurisdictions haftridge asphalt shlirglas 22 k. Thentra-Tru Filavr-Classic and Smooth -Star NomimIM439:0&quat.Non-impac�Squot: Glazed 12J3112022 No Yss No MIA 3 a, &quot;GrserbTsrr Vintage EendedS.43s Stint Von r of d Vkyl $a"It 123V2023 oor SSchd NO Yes No N)A Composite Edge Fiberglass Single Door with 4 d &q.d;05&q..t Saint Wn; Vinyl roffit 12131QC23 fr. yes No MIA , Sdedil Vns,WnglOutsvifirg. XO, OX or OXO 5 c kqud,Chart' Dak&quot; Soffit Venter Sold Vinyl Gdffkt l2ni=23 No Yes We MIA 23 w, Therma-Tru Ficer-Classik; and Smacth-Star Continuous Head and Sill wItIngurations) N.mitnel e&#30;8 8quot�Non-Impa.Mquot Opaque 1213112M No Yes No MIA 6 f,&qu.t.,S.p,r Sps.&quot Soft V,ot,ar Selid Vinyl ScfR 1 V31,2023 No yes No MIA Composite Edge Fibeiv lam Door Panels voith Varbod Sd-litiatt) 0iravAnoiOut-ing: XK xxx or Xxxx fig.rati-0 24 x. Therms-Tru Fiber-Classio and Smooth -Star Nominal it&#�9;0 ticluct'Nor-Impanciaduct; Opaque l2iM12022 No Yes No MIA Composite Edge Fiberglass Door Panels vath Vented Sideii ftsvonoOutsvving, XX Wor,Q= ocinfig-ti ... � 25 y. Therma-Tru Filh-Classio and Smooth-Sta, Nominal 6&93918 9quot.Non-IM,ospa&quot; Glawd 12,3112022 No Yes No NJA Composite Edge Fibarglassa Door PonAls, vAth vented Sidelide(s) �mewingiOUrtswing, XX XXXor X)= Florida Department of Business & Professional Regulation Page I bf I Florida Department of Business & Professional Regulation page I off Florida Department of Business & Professional Regulation Pao 1 oil bonfi gurations) Building Codes and Standards 1OM2021 Building Codes and Standards t02021 Building Codes and Standards IWO21 26 .. Thisom.-Tnu Fiber-Chrmio and Smopth-Stal, Nominal 8&#3g:0&quotNcn-Impact&quot; Glazed 1213112022 No Yes No MIA Composite Edge Fiberglass Door Planels, vAth Vented Sldelibe(.) (Ins,'AnglOut-rigi. XX Xxx or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail conflouatlons) - ­ I ­ -, � - 11 - NoW ORMWIVIRM110 27 za. Therma-Tru Fiber-Classicand Smarath-8tar Nominal 00$��ti aquottion-Impact8quot: Glazed 12M/2022 No Yes No WA CompositeEdgle FiberglaesSingle Do.,ur3&#39:0 Sicalite(s) 0 nswinglOutsveng: XO OX or OXO ournfig-tions) Code Entity- - I I _091. Det. Data pierindinq Dato Code Entity or P& Date Dot. Proadift Date code mrifity . PAT. time Date Forminin 2.k. 28 Zb. Therma-Tru Fiber -Classic and Smooth-Ster Nominal 3&#39�8 dqu,aMcm-Impaot&quct; Glazed 12Y31112622 No Yes No MIA T­ Veralgin Manufacturer coantoct Co,irater,li License Validated By Validated submitted FBe Amic.-I Ainsionend status I T­ version Manutectunir Camara Entin-A 1-1-in, Validated IN V,Iidat,d submitted FRC A -Awl Atior-d adui 7yp. Viarslo. Istiroffectu correct engineer & U... Validated Ely Validated Submitted Pao Approval Appocivad st-tu. Composite Edge Fiberglass Double Door,Mth Ramsi.n 2020 TAMKO Dulloing Products LILC Km Eden Robert Nierriner, John W� Knezovion, RE 1=412020 QW942G20 19AX2020 ITISC,020 Approwad Revision 2,720 L.V. Thompson, Inc. do Thompect Architectural Tory Christman Zachary R_ Priebt Sloven M. Urich, RE 0907=20 091ts'2020 OWM(120 12MM020 4pp,-d R-.i- 2020 Florid. Metal Products Ire, Clark Jones Jarbas L� Budivir RE.0 Slow V UK&. FIE ta,27f2320 09)2512020 101042020 IT1612020 Approved 303S1.0 SickelibaS (In.rvmR/CiuM,argr O)V,O Calegary. Nodding (417) 024-0844 PE-59156 S54)772-e224 Metal, Company �TANCO) (813) 248-3456 PE-74021 f717) 31 r-Bui5il craeg.ry: Rooling t9O4) 78"400 CBUCK Zrigirearinif i717) 317�6454 2S zio Themno-Ti-a Fiber-Clastic and Smoptlfi�Stdr configunati-) Nominal EU3st) &quo1;Non-IrrzNx0t&qu,ct; Glazed IVS112022 No Yes, No WA SolbCateigmy: Unda,litymont, kard .deopharribicam category., Rading Subcategory: RearrilripAseessoriiiallhetantan torry@goosteropringocini Sulacid,la.ror; R-finin Accei-risailhai .it an tridg, 'I Parl the Reeling Syclam cr.,kiltie- -on PG-31 24 2 Compositerdge FilerglasisSingle Dk,orwithn#39.0 Cornpliar" Method: E,,iluatlon Report from a Integral Part ofthe addling System compliance Method: Eliilu.ti- Report ft.m s Sidelil �l nswng*ubskong XO, OX or OX,O I Floods Replotted Architect me Ucionesol Florida Compliarim Monti Evaluation Report from a Florida Ragiatered,V6thoot .1 a U.ara.d Ford. 30 zd. Theorna-Tru Pilbor-Classic and Smooth -Star configurations) Nominal El&#39;0&quotNon-fmpao*uot Glazod 121al)2022 No Yet No WA Proffiessionat Engineer I I I I I I I I I I I I I I Florida Registered Architect ora Licensed Florid, Professional rngineer P,clestion.] Engineer Composite Edge Fiberglass, Ditut,feDoor.kh FLWl 2320�ft_g Irnadust, I I I - I � " I I I - I I I I I � I I I I I I � ' I I I I I I - I FjLOISiV�RZ Friatact - I I 1 3=39 0 Sidielites ifoswirtlifiDW-mg; OXXO comfg6rartion) gualWA-riki A-,-dY,, Us, Antarovad for Use arced 11-ka, FialijailliER31-1.d..I., , I I I I I I " I I I I I I I I I I I I I � I I I I , I Quality Assurance Approved [or Use Approved for Use 1012iia Design 31 ze. Thermo-Tru Fibar�Clormd and Smooth -Star Nominal 7a#39;0 &q..t;N.1fmpott&J..t Sttesser 1213112022 No vs. No NlA so- # Product Model, W,b,, or Name Product D,,,I,tl,, Contract Ea,hriii also 1. HVHZ raudilds, Will Resistant Pressure, QuadifyAs Wrarel Appraitired far Us. Approved for Use Impact Design so-0 Product Modal. N..b.r ., No.. Pmdol D ... ribbon crartIcact IF,bilartimuld. I., HVHZ Outside HVHZ Roolstaot Pressure Series Composite, Eager Glazed Fiberglass Silr9lic 1 TAMKO Roof Urrularlayinnems (HVHZ) Root undadayi,arts for use In F 13C HVHZ 0"12023 Yes No MIA N/A "al, Prou-1 model. Numb., or Nam. Product 0-ii,ficrin C-1-1, E.Wration gliM in HVHZ outside WHZ Resistant Prassons 5 3- FLAMCO &qu,t:RV 10 Ridge Veht&quot: Aluminum Ridge Vents for piloted nools fabricated 12131M24 No Yes NO N)A Door wth or without IM9:2Sidslite(s) junadidtarni. I TAMCO Flat Top Off-Pildpo Vent with Baltic let Tile 26 as. static 1.01i'voldiladar with baffle 09109aQ26 Yes Yes N IA NYA fr.. 0.025'Al.nimi. (I newingloubareng. X. OX, XO a r QXO config 4rati ons) 2 TAMKO Roof Urd.,Isyma,rita (N()M-HVHZ) Roof. roart.ymenthe for us. ro F RC man �HVMZ o"1202s, No Yes NA N/A 2 TAMCO Got. reek Vent 26 go, 0010912026 N. y. MIA .W-52�5 JurisdictKna, 3 TAMCO Off -Ridge R.orVsm,,,r% stele 26 a.. static roof-filst. with integrated battle ON09,2026 Yes Yes NiA WA 4 TANI Round Top Off -Ridge Writwith Befflanar nit 26 go- static robf-milator with baffle 0910912026 Yes Yet MiA NYA Florida Department of Business & Professional Regulation page I of 1 Florida Department of Business & Professional Regulation page I or 3 Florida Department taff Business & Professional Regulation Pao& I of I Florida Department of Business and Professional Regulation Building Codes and Standards 1W2021 Building Codes and Standards VZ120zi Building Codes and Standards 3rV2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) ME M 110RIM, 00 L. code JUI Verge, Manufacturer Revision 2020 L-ree Entity o galumild EindoodrikUperni, Validated M Katrina Jeflay James L. abelcor, P,G. Steven M. U,i.h PE Dets, owe Daffis Pondirad Ded, Validated Submitted FEC Approval Aprourarved status 11M,i2020 11/23i'2020 11,2W2020 cop FPC Appr- Code T-1 Version Manufacturer Revive, 2020 2-i p.ati.9 Edlw . corthict Eradmorr 9 Litims. Validated Anderson Rob. IAPKAO Uniform Evaluation Gary W. Walk. 2" 2" 09, P-din, Validated sialociftiol F6CAppmval 11)0312D20 11102P2020 two A,pr-,d 1IM612020 $tot.$ Appocoad Code 11vor, Version Marraurfarclijor ReAmn 2020 Global Proloofficut ProdUetiL LI.Q. Entity or Date Ddir Data Pandfinto Carlo Mnalneor & Lkart vanditicord BY Valklaod Ovitcolt,od FlICApprovol - Rm Reitman Wager A. Tillit Jr. PE. John W, Knozavidil, PE GWW2020 D910812021) 115MV2020 Dot. Approlve Status 1211512DZQ Approved (D FL#5259-R31 code taw-ar DAtft Date! Date Date status Category: Roofing �51)1) "3-6163 PE-�1242 (717I317-84�4 category! R.Ors (801)�80-60i SaMcas LLC, (205) 854-0160 Catrigav, Shuttere (9541689-7S45 PE�4167 (954r 772-B224 Zy g p Revision VL ,rslon Manufacturer Contact 2u2u POLYGLASS USA "n !near & Validated B - ­y Validated Submitted Pending, AppLg_v_%d_ Approved License 7hin W 1012612020 10122/2020 FBC 1211512020 SulbCat.gicry! Rooffing Accesearries, that are an Integral Partialthe Roofing system kjeloyelomaric..'orn Subcategory: Reofing III. romplaric. Manned! E-Iii.ran Report fr.. . Preol.ot 2-1-tion Endk( RobinArd.m.nalbel . subcategory: Storm Panels Compliance Method: Evaluation Ropon irom a tm-dradmilgIgipperit'. m Maury.Alpert, Category: Roofing S9542331 330S mal perb@polyg lass corn Robert Niamitten Knezevirh, PE El-imm, Camplian�nN.Ibud:Ev,lmstimPep,dfmms Florida Registered Architect or a Llcon sed Florida I I I I I I I I I I I I I I I I I 11 I I I I I RoKaii R.GiAtersdAlphiod .1. Licensed Florid. Professional Engineer Subcategory: Underlayments Compliance Method: PE-591 66 (954) 772-6224 11101/2M Prof.seleral Engineer E I I I I I I I I I I Quall Assurance I I I Approved for Use Arturn.yed for Use lot Drislon Fligirikis-102 p-,geticte, I I Sia"# Product Mdd.L Nuni or Name 1 Is Saxony- Shako, Se It. Country Glatt. Split Old English 1, I � I I I I I OusIty Assurance a, C.ror.aL 11. Iftelill,,Ulel c. ,2�� [late � I I I I I Appinored for Use Approved for Use in HVHZ Outside HVH Me Yes I IMDW R,,I,t,nt N fA I I I Deal- Povoicurs MIA , I I I I I I I I Fkamlsasdurhsprng� , I 1, � 1-11 I I 1 I I daustati,Aosoryineg, Aparaygatig, Mae A,a-,l for U, I I I I Inapast Mail - E Evaluation Report from a Florida Registered Go. # Product Model. Number a r Name 1 Deck-Air'i DA-4 or 7PI-Suilt Deck -Air DA-4 larcidurall, WS0,11- Quirinal E-Irallon Data L- Profit.. P.Iypropyl ... Plastic, R..fVant 12110,2025 In HVHZ opitodo M14H Rtiahct�. Rest", No ye. No ,97.5t-97.5 Thirah &amp: Impact 17 Sitiory 600 - Slate. Shake &abip� Split Shake 1 Fiat Profile - Stockton, CA 1213172020 No Yes N/A N)A 2212 Product Model- Number or No,& 1 20 G.ga Goiv.n;-d Steel Storm P.n.1,MVHZ Product Deselialf.1, Lit In KVIdZ Outside HVHZ Corrugated Galvanized Stal Storm Panels retained 12t3l/2023 Yes Yes RNasialsod Provinar, Yes WA rallar, Architect or a Licensed Florida Professional mobtanically Attached to Pll�4006 Cook. ia Swain, 900 - Slate, Shako &ramp; Split Shake 5 Sso.by 700 - Shake, $let. "prip, Split Shake . 2 5-ity700-Shohil. SI.I.&-lb, Split Shake Fiat profit - Ritilt.; CA 1 �131 �2020 Flat P,.Rl. - Steckler, CA 12151=20 FWPI.M.-RI.1h., CA 12m=zo No yet We Yes No yet MIA MIA MIA MIA MIA MIA 2 24 Gage GaW.it Steal Storm P.ne1affiJq4VHZ or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Peneis rotaini,d 1261/2023 No Yes ornoticypacks to provide himicarreproteetion. yes MIA = a) Engineer 27 Top, Espara 12arri,ilon. High Prefle - Katy, TA 1 �Ml,2020 No Yet NfA NIA a) FL#62l5_Q_-R31 Products 21i vill. Low P,ofo - Katy. TX 1 ltl3l Q020 N. yet MIA WA C_ QUalky.Assurarl 6pMW1A_for_u_a AqqmaLfZ_y_aa LrIlp_dt 2idoon U) k-111.0- fir.d.at Model, Number - No. Product Description Carl E2pirsdon in HVHZ QuisideWN Resistant Pressure Date I Palyglass Root Undentsynnerits Roolng underlaymerits 1012112022 No Yes NJA -NW-622 5 IM I 2 Polyglass Roof Underlayments (HVHZ) Polorgla's Roof Undislayments (non-HVHZ) Polygass roof underlayments for use in FBC121=023 Yes I4VlHZj.rlsdi.V , ..., Polyglass roof underlaynnents, for use in 12/2W2023 No No Yes NIA NIA NfA -NW-022S � M > 0 FRO n.,)-HVHZ juredichrons. Flonda Department of Business & Professional Regulation Page i of I Florida Department of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation page I of I L- I Polyglass Roof Underlayments (HVHZ) loollyglass; roof underlayments for use in FBC1212312023 Yes HVHZ jurisdictions. No NJA NIA Building Codes and Standards IJ2�,2022 Building Codes and Standards 1,7021 Building Codes and Standards I(r1zD21 > a_ 2 Polyglass Roof Unclerlayments (non-HVH4i Parlyglass ropfUncerayments,tor use in lZ2312023 No F80 non-HVI-1Zjurisdiptions Yes NIA -NIAI-022.6 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- I Polyglass Roof Undedayments (HVHZ) Patigbass roof underlayments for use in FBC1212312023 Yes HVHZ jurisdictions. No WA NIA 0 < - o, - �� " g "go I , 11 , I Z - i I - I I -�-�,tplp, - W " - �q , , 2 Polyglass: Roof Underlarymerts, (nan-HVHZi loblyglass roof underaynients, for use in `12123=23 No FBCm:m­HVHZj.rsdi.ti­ Yes NIA -NIAI-622.5 004. Entity or Cents Enclineer & License Validated 5V , ,vg, No, ar, ,V Codes Datis Date Pending Dot. ,,, Validated Submitted FBOAPO-yal Appria-d start, Code Tob. Version Manufacturer EntItV or Contact Endmisor-A,Licarso Validated 5s, Date 09L. Darop-111" Validated 5.1arriated FBC A,o,,v,l code Atesbansid - status Code vocei.o M rations- entry . Data Data lost$ Parana Contact & Vsklatitiol 5, V211dradvill automated Pao Apturooll _'. � I- -, oat. " - Approved Status " -alaaaaall, I Polyglass Roof Undedaryments (HVHZ) Polyglass, robf underlaymonts for use in FDO1212=023 Yes No N/A NIA TvIly. Version Mamufadoure Rvi.i­ 2020 All American Shutters and Glass M ke Barbieri Frank L. Bannandia. RE Troy Bishop, P. E_ 1U2812020 1011 (512020 lV0612020 1211512020 Approved Re,isioa 2020 Alone Stood Lovkii, lCr E-Iii.t­ 8-i-, LLC Willioni ML Ron's", Ft-= 10J3V2020 I (),2212020 11M�202{) IIA3512020 Approved mm ... Re%asicin 2020 Commercial Corcrew Protected- Cookie, License Rolcon011i, Samuel A. Onsoftborg John Hoy IV1612020 IVI612920 12t29/2020 dirg FBG Appr, 0 2 POlygialzROotUt)deHayryients(non-HVHZ) HVI-Ziumisdichors, Iddlyglass roof underlayments, for use in 1212312023 No Yes WA -N)AI-622Z Category: Shutters Subcategory, Storm Panels (561) 712.9BS2 PE-004654g) (954) 947-0880 .1k.b@.] smericainsitutts, category: structure! Comparents subcategory Trust Plotts (321) 710-3377 (407) 681-1917 s1s.Is@.Iplod!two.m category: structural compoftordi SmilliCaligory: Products Introduced as a Result at (81 3� 659,3707 PS34245 i35Z 58a-5314 pmoasg,d.r@y.ha,,.m = FaC rcm-HVHZjurisdich.re_ Compliance Method: Evaluation Report from a recom compliance Not Evia-Wir Report from . Product Evaluation f,rirty Naw, Technology, Moth"; Report firom _0 Florida Registered Architect or a Licensed Florida Professional Eirgimser - � I I I I I I Fl4=Rbl[7 Prolgatir � , I I I I I I I I I I I I 11 I - I I � I . I I I I 1 I �, I I I I I I I compilarrice Evaluation a Florida Ritiglid.radA,chit..i.r. U..n..d Ford. Professional E,ginse, 0 I I I 1114 7airs-gs Prodluci � I I I ''I .� 11 I 11 I I I I I , I I � I , 11 I I ,I I � I I I I I I I I - I 1 I I I I I I I I I , , I I I I I I I I 0.4111YA.surain.. I Appirc-d for Us, Apw-,df,U- hoped Deeper I � I FLtN47�-Ibrldfodu � I I I I I I I I I I I "I I I I L_ Quality Assti Aggramri-of.u.is Alblanevedflaru.sr I protect portion S-09 Pmduat Made. Number Or Name Product Disperpello ConcradExtilrallon Date In HVHZ OutsidioliV11Z R"Istam anterior. I I � I I L SOP 9 Prod Lot hi Nurn bar or Nam a Prooluict D ... riptiorn Contract Expiration Sale in HVHZ Outside HVHZ Resistant Pressure I 17W BCGfAlipin. Higher Strength iH 46-p: S) motalc-tiorplate l2iSJM24 Y_ yes NIA WA Qru� "Ity Aesmarray Aparevirdfarths, Approved for Use Wornild Design D_ I 24ga G.I,.niz.d Steel Sabom Panel. 24g. G.Wolzed Steel Storm Perals 12J31�2022 yes Yes Yes NIA 2 nWSCGfA1ploQ Hinge Plot. Metal Connector Plare i V31J2024 Yes Yes MIA MIA -Sreig Product Madid. Numbor or Na.. Product Doe"rilyflor, Coneract expiration Date in RAI Outside HVH Roesial Pressure < 3 ITW 13CGfAlpjftd Trulds metal connector plate i 2f3IM24 Yes Yes NiA NIA I Quality Recast or Commercial Concrete Procialls Precast and Prestressed Concrete Liblele 05�25/2024 Ner Yes MIA N)A a) 4 ITW 13CGIAlplais Wave metal connscor Plate 1213112024 ye. yea MIA NiA U) -4--i (Z 0 co = < 0- Florida Departmerd of Business & Professional Regulation Building Codes and Standards Page 2 t,f 2 asV1023 Flori da Der pa rtmerk of Bal si in ess & Professions I Re gu to bon Building Codes and Standards Page I .ft 60412021 Florida Department of Business & Professional Regulation Building Codes and Standards Page I if2 9rIti2021 -0 i.- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ M I ­1 "I I -, - - � , 1 2222 - I , _­ - � NMI O M0011 Cied. Sort, - DO" Data later, P-digg Dot. I Code MAIN or Date Dat. little Patient Data Code Entity . 21L- cle", Doto Parrellml Data " UJ = 7VD. Version M ... factor. In- & Lit. Contact Eng na. Validated By Validated sultoilt.4 FOCApprave Aber- Status Innice, Varrion Manufacturer Contact Eo,J,a,r & lJormars Validated By Validated S.Warrittrad PIsC A,pac-I A -vial Alulim 7N.. vend. Metand.olmr, cards. Socicip, & License Validated W Validated subambitod Palo A, -.A Adboo-d Status, `1E . = Revision 2020 Mnek Inc. Colog,ar. Grtiettar.1 Comp. -to _ Erin wirldian ICC 9,,ill.allic, Sarvia.. LLC CC Ev.l.rill.r, Sen-vics. ;952)898-8635 LLC. 01,0312023 1 2,20J2022 01=2023 Approved Revision 2D20 Weyeth-ser Cartagaint: 5triiia-I Components Rob Bald,,,in IcC �valu2bon SeNce, LLC an Lehrer. Fl. G. (253) 924-0476 (60) 63s-3288 02,D2J2024 1(s`13a020 0210312021 Apprid,iol Affimnatio, 2020 Alpha AuminWm. Inc. Category: Penal Welle Jotio Silva Luis R. Lomas Sloven M. Wish, RE [407) 509-200B PE-62514 J717i317­8454 . IVICV2020 11116�2020 1 V2012G20 App-d < (D Subcategory; Tri.i. Plot., twoNsoom,com �205) 599-@800 SubCategurry Engirsoirod Lumleer Complisands, Method Evoluotiorr Report from Rohart,galdw.1innowisysilis, som-em SolaCosi Scriffits a lot aaWrnnu,incQyahb 7' Compliance Method: EviMustiern Report from . a Comoll ante Method: E�sluatlon P atoll t0ra a ..bom __J P roduct i5val,ation Entity Product Evaluation Entity I I I I Florida RegWaradAncritact are Licensed Fi.,Id. Z fijigitpr-itio Products � I I I I EL0527,011 FbOdurds, I I I , I , I I , I I I I I I I I I � " I "I I I I I I I I I I I ''I 11 I I Pof.ssico.l Engineer "I I I I I - � I I I - I I I I I I I 11 I I I I I " I I < Carality&asurealto Approved for ties Axa owrid to, U., Impact Deal- Quality Assurance Approvoll for Us. Appro"d tot Use Imaill'.t P.Arin PLAtilifullf-Wilitroduabs, I I I ''I I I , I I I I I I I I I I I - , I I - - I I I I � I I I I I � I I I I I I - I I I I I I I , - I I I I I I I Stick product Model, Number or Nam, Product D'oo-don contract gNiclato. Us in 14VHZ outside HVH R-Islami Pireas- $iia iy Product Witoilial.N.adbaror No.. Product lba,orlatia Contrac(Exiciration Date in 14YRZ 0-NIJ. HVfl Ria-mrit Pressure I -a I I I Approved for Use Approved for Use Impact Design _J I MICAHS I 8 gca� high lifteorlith truss connector plate i2/31i=4 Yes Yo MIA WA 1 Mkirdlem LV_ 2 Pooll.. PSL L.minstadVistaisr-L-osr =W2023 Parallel Stand Lumber OUln)2623 No yet N/A NIA No yet NYA MIA So-# Fooduct No did. Numb or or Nam Froduat Droodartriba" (;c!=aa adis I, 14VHZ cargo, SVHZ Resistant P,,S,r, 0- 2 10188113 i 8 go, super high strength tra" corrector plate 12Ml(2024 Yes Y. MIA NIA � TiorborStrand LSIL Laminated Strand Lumber 0131)20221 No Yes N/A MIA 1 Alpha Aluminum Gold 5amp: Vented Aluminum .9offlY Alpha Munniflumi &Amp: Vented Aluminum 07130KZ023 No Yes No N/A I � 4 MII IE MT1 �HS 16ga truse connector plate 12.711=24 1 � ga� hi ph at.. gth urras connector plate 1213112024 Yes Yes Yes Yes N fe, N[A `WA MIA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand QU3112023 No Yes NIA MIA CMU &amp; Wood Soffly CMU &amp Wood 5 MT20HS 20 qri� high strerigth tnisecoorador plate 12)W2024 yda yes NIA WA board Rim Board SHEET NO. 6 TL18 MTi8 lega.t. . .a conreat, ploties 12131Q024 yea yes WA NUA 5 W.",ri-ca, Rim 13 ... d oriented Strand 2 card Rim 8.,d ilanlJ2023 M. Y,c NIA N/A 7 TL2D M720 N go. toi. ictoneddir plate, 12t31=24 Yes, Wii NtA N)A 1 1 1 1 March 6, 2023 PA 1.1 1 Florida Departirrent of Business & Professional Regulation pagal .12 Building Codes and Standards K401=2 Product Approval Applicition Datell 211k Embr., RikOpJg Del, Parallel, RM TV" Vs,*;*- lionwhanto C.-loot RodwwraLleafte VID[kiAw By v0dolod satiniftstl FRCAgerewil Arronewal ow- Allrevation 2a2A POU corporation Joe Hoyden Bard WIrIdOwoMd Door James L Buckner, 0-9. a 07MR20Z 07114FIC20 0712er2020 Appirmod caftearr. Widows Robinson MimulactuarAmoclollon CRUCK FMCInsedrili S.IlCiiaewr. Sl Hung (841) 8214M (Wl)4%IAOV complileco Method: Damnation mark Or Ustids pe"Oproduteopprovalope owdm. ti.mm eager A, Ap"ad Fa We Aggggsisill For Ua. I.ant 99912-- Awl Pxhw ModA Number 0, Name Pradoolboadatiort Contract librairstion taft In HVHZ ou"o, NYN2 Radivint pasams 1 Soift I02014lgh Performances Single N ung MV Strigle Hung Window W x 72-1 0011702C27 No W. No BMLM 2 Series:1920 High PbriermonaSingle llung VrO High Porbmianas 31 nub Yung Twn 06/210027 NO yes No .601m Conpwhe (72 x65-141 3 awl"100SInglokurg 1MVISIngle Hung TdpIoC*ffoosft(l0Wx721) DUISM021 No yes No .4W40 4 end- imill single Hurg Vlayl Single H'g Trie-00pa." Vor 06030027 NO yes No .3s3s 1101- 1WO 11�rg�:Hlnll Mrrjd Single Humg Twin Compoolle(N.V x sgJr) Dwilloon No Yee No -35'45 aefles 10120 , ng H ung VW Single Hung IWIn Compoolte CM x 690) 011102027 No Y. tip +351-36 7 Ser"1=03ligisHurg mrm Whole Hong Triple Oadv alto 000' X%s-) 0141160027 No Yes No +35,36 Series 1 CV20 Single Hung Mril Hung6vow (40' X 72') DWIT12122T No ym Ni +3" B 1 Hung Sares 012081rgle is :�ngle HUMW Mmil ngle WnkIow(4rx58-11P) W130202T No Yee Me +35�39 10 Santa lQ2118ravHung Mirryl Mingle Hung Window 13V x 30-11Z) 06ME2027 No Yet No .3636 11 Safles 1(Y2ffVrj* Hung Mny! Birgit Hung Wridow (4rxSd') sWi74027 No Yea No A511,35 12 SON" 1012D Since Hung MrrA Single Hung Window (V x 721) OW10027 No yes No +ss-w 13 Bonn 10213 31 rgo Hung Mdy Mrs; Is Hung Twin Camomile (72'x Bar) WOW= No yes NO .36)636 14 Series 10120 analf Hung Mrrjl SIng le Hung Twin Oompalto W-V x la-15") 0E111=7 No VMS No +3%35 18 Santa lom a isle H ung N" Sing It Hung Ililh 0ornposta (SaV x 72-) W179027 NO yes No '35,35 16 SWIM 1070 9 rill. Hv rig "Single Hung -fisr 0drdpoelle (72-. 72) 000512027 NO Yes No -4040 17 Series 1=0 Single Hung MW Plead WWI Emille Hung Flankers (10F x 72") 11)(0N2021 No Yet, No '306.m ANA 10milud Modal. 10,01kor Or Name PftdWADftAOtIOA coo not Exaltation goes in HYXZ A—med F. u- outside HYHZ llwo linimne Proven 150 Series offhwmwauvor Enconnnes, wAal High VIqjI High Porlormonoo Single Hung (42w K 72) 05171201' RD Yea Nb Balm Perio-onae Single Hung 2 ISO Soda Or Thereinto, or Enomdr— wAmtl High VIW High Perlornance Single Hung Twin DW11207 No yet No +601-50 Porionnona Bids* Hung COmpO9ft(r2.Wl,2') Avoids single Oar, EE"�Om� '.Z1 VdM Binge Hung Triple Cohnionlis (low it r-P) 0E11502C27 NO yes No +4WAO Hug Ing Sued: TT'h."mss0W' a Ills]. Mnyl single Hung Trio. ComiI (10r x S&W� OW30027 No Yet No +3" Hung Florida Departinent of Business & Professional Regulation Pm I of i Building Codes and Stwidards Product Approval Application Debi( code Fnkitar or Dole owle [mt. Ponall. Do" nfilo Wraloo Knolleiture Gnbct Eedr*r&Liasrae vaimftw Br %Jklburd Submitted FBCAnaftsi Alooroved $too Allnearthin 20M Pella Cameroon Joe Harder Sproll Wirdowend Door James L Buckner, RE 0711V202D UVIN2020 =202= Approad Cologarr. Windows Robinson MsnubOOUrerABeOOINmn CRUCKEngl'oeda 8.brolearr. Hart—tal8lider (641) 621 -MM (BBI)411-ow complisaw Motbod- Genliontlon Mark of Listing pellopmduchopronsape: FUN41614017 Finaduid, fl— A Piradvat Me"[. Kwular err Name llaeliMLrlaaLUBYs IlmdtiOnedodoo Gannett Eoh*i,. Dies A —mead loo it,. in HVM Aaaameed fir Use outside HVHZ lalaagi Raistait defies Preserve 1 Swiss IC120 Siding VArklow VIV SWIng Window COX *00), 7300'x 60') Ill No Yet No +30rm 2 Bad. 100 sitting Wind" Mno Sliding Wridoo (CX or XO, 734W x 30*) 03MM028 NO yes me .3e.35 a Sales ICY20 Sl�d A VVAndow " Old rndow (LOX, 108'x 60'} 0270023 gi Window No Yee No ta�w 4 Earn 1 0120 81 d�nn VW Biking Window (XOX. 108-.301) 03WO202S No yal NO 3ELSS Florida Depasurnent of Business & Professional Regulation Building Codes and Standards Product Approval Application DOWN Pool Oil OMQ=2 Code Endfir, or Rota 0 041le Palms Do. TM remise Manufacture C*ft 11-dow, & Lim -so k%lkt"W Br validined miDm FOCAlsecal Aponwed am- Afirmallbri 2020 Peb Corporation Joe mayden Sorkh WIndo. end Door T.E. Lund, K, LLO CTM412020 UTMQ0211 07122;2020 APPTWAd cookawitININOws Robinson ManUleatualrAftoolollon (MI) 02"456 BalGalegarl Single Hung (6411.6218M86 Compliodeo liblihod: Ceiglindon Mark or 1-hiting peuprc4u*powaopo laxom Pladows Animated V, We A-ramell Pop Use Product M*d*L N umbw at Nedra ProduatDoNsimian kit. oft ;"IN oudskis HYHL Rainier POO" Palo Is aeries tingle Hung Window W x Wr Vinyl Non4mant Shigh, Hung Window 09r1V2022 No 'A. Ni, +40N40 2 Pau 10 soft$ single NV is Widow W x SW Vryl Nod.lmpaa: Single Hung Window 07(0902022 NO Yee No 454a a Pon 10 Sarin Slagle Hu dii Widow 54'. Sir Vinyl Nor-Irdpoct ads* Hung Window 079902022 No yes NO ifw-sc 4 Pan 10 serles single Hung window 4r . 73' M,yl Noo-lrnpsct Single Hung Wrnklow UTVSr No Y. No �501'6a Palo 10 series j, Will 3V`:6rVrrvN n-imptert Single Hung Window MM02C22 No Y" NO 15545S P is alo ftlin rVIS Fun: .410. 3V 7TMmV=mpWSIv;%HumaWIrd*w 07MW022 No yes No 601-00 7 Polls 10 Berlin; single Hung OlIncok r 62-IW x OU'Vino Non -imp" Single Hung WhnOow 100702C" No ye. ft +V)r`-W F pi pinsead. Prdanladal.NumbrerNome PiradadDeveriailoo anw1kaounm Coatint Exeiration AugaVA Par gast Anamm"ForMse Dab in HvHZ outside HvH Illegal now stable P"N$" Pau 10 and" Single Hung Widow W x9T Mill,! Non-Impeat Single Hung Window W42212023 No Y" NO 40.40 2 Polls 10 Seri" Single Hung Wndow 84'x9X Vinyl Non -Impact $In& Hung Window 05(MOMM3 ND yes No -45445 a Palo 11) Sol" single Hung Window 54'x Or Vinyl Nod-ldipad SinghHung Window ONW023 No Yes NO -5018) 4 Peft 10 Series Engle Hung Widow W xdr Mmyl NotHmpart single Hung Window OW202023 No Yell No -56'-ss 5 Pela Ili Series Single Hung Window 62-IW x K* 'Aryl Non -Impel Edge Hung Window 1011702C23 No Yes No +60+w Ronda ciepartmient of Business & Professional Fillegulstord Building Codes and Standards Product Approval Application Detail posel of I 4,10=2 Code Entityar Do" 0-ft Role Pelves gets Ing yetoke" fo*"Foat.rtt C.."Dt Endon,&linnet Valketit! err wididid 8,11naft FRO Ann" Anorwed amm Affirinabon 20M Polio Corporation in Hoyden a." WbnmW.Sd%wb1.P.F T.E. LUNY PIE, LL-, 071140020 071I4=20 07120=0 Approved Corkagary. Widows RotWoo, PF-44185 (661)112"455 SubCdevary. Harl-antalSiclar milsil-was Complino Method: Evolution Report from a Forlde Reglatenecl Afolhlt= or a Licensed Flodde Ilo.com Pita "I "in— E(py2tHn=R4lrrdatb .. QaalibAwaNnws Amwoval Far Use Airpremed Fee Ufa I am Product Ill Number a, Name PdomtDP.MMI CaKraatExNratba Oab In HVHi Q-4110 Hell R-olyt" Pleasure I Sam" 10 Sliding Window Was lO WfM Flanged SlUng Whom 0612512031 No yes No NIA Florida Department of Business & Professional Regulation Building Codes and Stilindards Product Approve] Applicartlion Datail ftpl ari ter omm Go d. E.M. or. Do..pats Deb Psndlnn Dow TM vidii" ms"kru+sr Gala Eani"W& iassea Vol*md Wilbled aabmitbd FBC Aileft,61 Aaaftedial am - Alliteration 20M Pella Corporation Joe Hierden slandl Windoward000r Jandal-SUCknor,F-E.6 07114;2020 =142020 07120Q0213 APPrOad cofte'r. W'Wowo Robineon MaMerealluearAnOolifflon GaUCK PhOreediv BubMinall" Plead (tull) 52140M (mi) eal-9827 Compliance, Method: coronation Mercer Ulnas polloproduotapproftept 110.4ond "areas far Be. A-rowd Ill Ll kMd Rego ;a114 Quisids HW Resigot prialaws 1 40,10 10rA VInyIMrwdwmdow(WxTrlr 0711&2022 No Yoe No +29-23 2 same$ IWO VWIhladwIMd0-(1Wx641) 07flU2022 No yes No -2946 8.1-10120 Vlmrt Fixed VArkow COV xW) 07/1&2022 NO Y% No .501-80 awlitrA.W*Oft Andnaral For use Aow*,*d fit Use imm -Dome Prodect Madot Number or Name Product a damn Canlmee6eiwtipn no in HVH Oulskly HWN Iftsimat 986.10120 VW 9=0 window, (W X 75-) 07-MM024 No yes No +20-25 Series 1020 VInyI1*dwhz.(108'x64') 07111502024 No Y. No 120,0 Series 10120 )Arry! Read Window RV x 60') Ull No yes NO Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DOW Pool 612 end am2 Goes Ealfivar Dow Bob oab Ptsdea DOW TM Vatw. Msaufaeturer Cawa Ealft., & undee VsHilletod Be Wlk%wd Solikel"od FKApprowi Aityroved Own Alftrortion 20M Polio Corporation Joe Hoyden Saw Wiriclow"Dw James L "Velarair, P.E. 4D 07114(2020 07714(2020 0712012020 Appro"d 00"Wip Exierlor, Dom Robinson ManulaosurrerAssociation GOILICK Eigineorng VOUntelawf. along ExlerarDowAssomblies Mil)=14M85 (WI) 4914DZ7 Coroplimewillefficed:r-11 tlOn Mark .rUvilrig pelloproduchophnralitlia, 118.0o. Pftdmd Model, Number at Nome phaloselbariation Carl Egaidified rialk Annoted for Use in KV14 Norm" tm uen Gubkb HVfN2 IM" Rftworianamm 2NO Bar- 10211145 seeing Uteri Door VIrrj4 24%mel M)r aiding gm Door (W x W) 110=1 No YOB No .26,25 2 Sees 1012095 gliding Gkon Door m" Single Pam] Firwd V Dom, [S'deI w6 34-11VI6' OM WC122 No Vla No +Ssl x 81-iml 3 Eorin 10120*0 akiln Gas Door %mr! 2-ranot `Qr allding Gass Doo, (M x 82') 100&2021 No va 4 Serbe 1QVM Si Glen Door %" Engle Panel FW 101 Door (Sdiallis 47-10 x UY26120Q2 I'll, yo No 125-2111 wire) QwiltrAatsarnas. Aponindal For Use Aftrovell AN Use I—..._ — OW- Pradal lfiddl. N—bWL.r San, Pawed Castries Cartesak Exetrakian Deb in MMU Ct#Mo HWZ RIMiebM reat Sees 140 or lideOripass OtAVentl siding Glen Door MW 24Pwrel -Or Sliding Glen DW (W10- x OW2402031 No yes No '251..2g S.-112-) SwIft 180 ar Encohoon orfirrand SlIong Ulm Door M.A Single P-1 FIXodC'DOW Mickillb, MIFF. 02fiSM9 No Yet No +40140 81-112.) 8 serwo 1W or Froompon or A0,11 811dina Glean Ow, %Any! 24brol 1W Siding Glen Door (7Z . 82') ONW022 NO yes No +046 4 Series 10 or Eimmons, orAvomtl 811ding Glop Door May! single Panel Flood "0* Door (SWIft 47-Ur x =16=2 No Yft Na +2'J623 nfi*46404 Qwut,A".Mut Anaftoll For Use Alwal," For use lisesit D".0 Beef PradvatUad.1.111—h—ellbow Proud ilinedat ContraftElaboldieAllift in IN outside Rabbet praism Series IOD or Edoemperb OrAvansEldirV GirwilDoor MW 24awnelOr 91clinit GIM Door (WlW x 0W24GG3I No ya Me +2510 WiFln 2 Santa 130 Or Encompass orrAvantl along Qkm Door Vinyl after Perot Flod Ir Door (Sideme, 3&1 a- x 02MIM2012 No Y" No 14040 81-112-) $ Sera I W or ShCom pan OrAwils Sliding Glen We, Moro 2-Pam8l'030'ekling Glen near(72'. x 82'} 02402082 No yes NO +35)36 4 Sarm 1 W Or Encom pon arffirwrill Slkffrkp Gill= Door MrrylErgle Parial Fbwd 'C* Door (Slablia, 47-1W x WIS02082 No Ves No .26(-2s WiT) Rorlda Depaninent of Business & Priulessional ftgulation Plelati Building Codes and Standards Inwim Product Approval Application Dettlikill go* Eatsl 2a 2101 Dalopeod" Delia TVW *rale. Knobdurs car" Explower&I.Jew. V.Iktftd *116*4 solvelft. FICAn—I Apprownd 9blow AtImnattlon 2020 Polls corporation Joe Hoyden, Sard Wished SoNveret T,F. Lund, PE, LLc 07M412= OT1142020 07122=213 ApprMad cotesee-f. Wide" RobInw, PE-44135 (Wi) 525sulas Solifthigoer. Filed (841)021-8088 Compliant motboqL Falustion Report from a peNeproduOYpprovalDpe Flame Ragiftetl Archdoet—LbonsadFlorlds IhLwm Probleanol Engineer QWhrA- Ancraval I, Un Avormad W Uaa newart Dealers amill' PlodI 900.1. Number or Name Proclu"Datriot catentRapiroo"Dab In NvHZ cull HYNZ. R&I pressure \ 1 10 awn Plans.Flied 10 Bar]- 112- Farge Fled Wind— 02wool Yee Vas No \ N(AL CIS in 0 .Cc 7 C/) CU > 0 (D 0 0 0) L) (D U) 0 Q-0-0 0 —0 .0 U- 0 > Cn ors,-0 E 0 v 0 !E CwU a �I CC 0 L— CL CL C-) 0 U) F- L- ICU LU <�, Z z 0— SHEET NO. PA 1.2 a.� N to C0 N U O O i Simpson Strang -Tie 2Q20 FBC Approved Products Updated 12f34124 0 p . 2 • E;� _ Simpson Strong Tie 2020 FBC Approved Products :U dated 12J302020 P a Simpson Strong Tle 2020 FBA Approved Products Strong -Tie Updated 1 :- 0 pda d 2J30202..,. • _ Simpson Strong -Tie 2020 FBC Approved ProductsQ Updated '.12f30120 P O � _, , For direct links to all SST approvals listed below, CLICK HERE - , , ." : For direct links to: all SST approvals listed belovo: C LICK HERE. - .. - For direct links to. all SST approvals listed below, CLICK HERE. For direct links to. all SST approvals listed below, CLICK HERE o, _ For information regarding FlDridas Statewide Product System and Miami Dade County Notice oPAcdeptanp@ tfJOA), CLICK MCf{E. , . tl is Information regarding St ewide. Protluctfl royal' -.Remand Miami Dade: Count. Fr7r, a d tional InT ion eg. g d at Pp ,� Y N.icaof Acae [anceNO ,.CLICK MEr^,£. 4t p (... A) m : ditl0 information tan regarding land s atewide. raductfl royal System Mia i Dad ;,Gaunt For ad pal 07 t e F S..St_ P and m e. g.....g Approval N. ice t Acae tan: tJO CLI HER Pt o ca.(.. E Y p A) For additional imormattan. r ardrn Florida'sFlaitlas Statewide Product Approval System Miami -Dade add eg_ 9 pP Ys County Notice of Acceptance i•J�. . GL GK HERE. P (NOA). . /31 FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS HUSC series hangers Face -mount hangers available in widths ranging from 1!" = `U�! 9116' and heights ranging from 4-5116' to Concealed fl n � Sea # Produc�tModel. Number or Name Product Description Sea # Product Modal. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models havll 'th equalto O O 1 Titen Stainless Steel Concrete �& Masonry Screw (TTN-SS) 114"diameter Titen stainless steel masonry screw 1 A21, A23, A33 A34, A35 A44 Angles 1 BT, BTS BTH Brick greater than3-9/16". Q Z„r „ G - O L 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coded Straps 12 ]US series hangers Face -mount hangers available in widths ranging from 1-7/8 0 3- 3 AP644, AP644R; APVB66, APB66R, APB88, APB88R, APB1Q10, APB101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, C518, C520, C522 Coiled Straps 518' and heights ranging from 9-1/4" to 16f " 0 FL#3589-116 APVB44R, APVB66, APVB66R. APVB86, APVB88R, APV81010, APVB1D10R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU383-SDS, LGU5.25-SDS Face -mount hangers Co O .}�� L� (a 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APUDJT2-6:. Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers 41 Co O Sec # Product Model. Number or Name Product Description APVDJT2R 6 6 DSP, SSP; TSP Stud to Plata tie 15 LUC28Z, LUC210Z Face mount hangers yy v N _ -0 � O 1 SD10112DEB Outdoor Accents' Connector Screw 5 APHH46, APHH46R; APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H$, HA, H7Z, HIS, H16S, H16 2, H 16-26 HurrieaneTes 16 LUS series hangers Face -mount hangers available in widths rang if om 1-911 "tom to CO 7= u' l (D 2 SD9112, SD9212, SD10112, SD10212 Strong -Drive SO Connector Screw 6 API-4, APL6, APT4, APT6, APVL4; APVL6, APVT4 APVT6 Outdoor Accents L and T Beam to Column Ties 8 HGT 2, HGT-3, HGT-4 Heavy Girder Tiedown 518' and heights ranging from 3" to10 1Sit6": Y N X- W O CU 3 SD9112SS;$DWI SS' 2 Slro -Drive SD Connector SS Screw rig Sc 7 APLH24 APLH24R.APLH26 APLH26R APLH210 APLH2IOR Outdoor Accents Light era 9 9 9 HS24 Hurricane Tie 17 MGU363-SDS, MGU5.25-SIDS,-SDS MGU5.62-SDS,-SDS Face-mounthangers r c-A „ Co � Q 4 r SDCF22434: 5DCF22a12 SDGF22614, SDCF2270q SDCF22858, SDCF221014, .Strong -Drive SDGPTimber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 40 - - - HS52 SDS1 5, HSS2 2 SDS3, HSS2 3 SDS3 HSS4 SDS3 Heavy Shoo H a y Stud S o 1 8 MIU series hangers e gg Face -mount hangers -available in widths ranging 1-9116 t05-w as e-r g r � . _ V J SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2 HST3 HST5, HST8 Straight Straps 118 and heights ranging from 6-15116' to 19-112", Q 5 SDCP22434 SDCP225 2 S GP226 SDCP227 0 SDCP22858. S-CP2291 Strong -Drive °CPTmb 7-CPScretiv 1 D 14, 0 D 2, rig D a 1D CJT3Z CJT4Z CJT52 GJT6Z Concealed Joist Ties , 12 HTSI6,HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS2& MUS28 Face -mount ' b SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ. HTSQ20KTZ Heavy Twat 20 SUR; SUL SURE; SULG series hangers Skewed face -mount hangers available m widths ra ing 1- 7 N 6 SDHR27400, SDHR27614; SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9116' and heights ranging from 3 i 116" 13 314". v 9 9 9 7 SDS25112. SDS25134 SDS25200 SDS25212 SOS25300SDS25312 SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 9 y y 13 FC4. FOS Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA1:8, LSTA21; LSTA24,. LSTA30, LSTA36 Straight Straps. Concealed flange version (SURC, SULG) available 11 double cc W V 2X and 4X models; only acute Flargeis concealed, 53 .5 G SDS25500, SDS2560D, SD525800 14 FWANZ Foundation Wail Angles Gusset Angles 16 17 LSTf49,. LST173 LT820, LTB40 Straight Straps Bridging. 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16", ` 03 8 9 SD525112SS, SDS25200SS, SOS25212SS, SDS25300SS, SDE2531:2ES SDWF2716, SDWF2720, SDWF2724; SDWF2726, SDWF2730 .Strop -Drive SDS Heavy -Duty Connector. SS Screw _9 Strong-Drroe SDWF Floor -to -Floor Screw 15 16 GAi GA2 H2A, H2'5T, HB, H10A•2, H1 OS, H14, HOA10 Hurricane Ties 18 LTS12, LTS16 LTSIS, LTS20 Light Twist Strap 6" and heights ranging from 2-5f8" to 11-114". � 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4. HH6 Header Hangers 20 MST27, MST37, MST48- MST60, MST72 Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12; MSTA15, MSTA18, MSTA2I, MSTA24, MSTA30, MSTA36, MSTA49' Straight Straps FL#10667-R(t 20 L30; L50, L70 L90 Angles 22 MSTC28, MSTC40, MSTC52: MSTC66 MSTC78 Straight Straps Sec # Product Model, Num bar or Name Product Description 21 LCE4 Post Cap 23 MSTC48eS, MSTC6683 Pre -Bent Straps Sea # Product Model, Number or Name Product Description 1 ATR318, ATR112, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MST130, `MSTI46 MST160, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATU06-2, ATUD9, A7UD9-2, ATUD9-3, ATU014, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, M7S3OC Medium Twist Strap lf8" and heights ranging from 7-1/8" to 30". 3 - r BP318 2 BP112 BP1/2-3. BPS/$ 2 BP�78.3, BP3i4 BP31d-3 BPRTUD3-4 Bearing Plates g 24 LSSJ26LZ LSSJ26RZ, LSSJ?8L2, LSSJ28RZ LSSJ210LZ. LSSJ210RZ Field Adjustable JaakHan Hanger J 5 26 - NCA?x10 12, NCA2x12 1?, NCA2x8 16, NCA2xi0 16; NCA2x1216 Bridging 2` DGBF series hangers r „ Top flange hangers available in widtns ranging from 3-�78 to 7- 4 CNW318, CNW112, CNW518, CNW314, CNW518-1/2, CNW3f4-5/8 Coupler Nuts 25 LSSR1.81, LSSR21, LSSR2.37, LSSR2:56, LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCW812, RCWB14 Wall Bracing 1/8" and heights ranging from 8-114"to 24", v CTUD55, CTUD65, 0TUD66 CTUD75, CTUD76, CTUD77, GTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTPS Tie Plates 28 RPS18, RPS22 RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, OTUD99 27 MI232, ML242, ML28Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114"to 24". e N3, N4, N5, N6 Heavy Hex Nuts 28 MI Roof Tie -Dawn 30 SP1 SP2, SP4 SIPS, SP8 ftd Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUDSB, RTUD4, RTUD4B. RTUD5, RTUD6, RTUD7, RTUD8 Ratcneting Take-Up:Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 513" and heights ranging from 9-114" to24". 8 TUID9, TUO10 Take -Up Device 30 MMLU26, MMLU26-2; MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1,5, SS2.5. SS3, SS4 a Stud Shoe 5 E35, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW38 Take -Up Washer 31 RSC. RBCP Roof Boundary Clips 33. ST9, ST12, ST18; ST22, ST292; ST2122,;ST2115. ST2215, ST6215, ST6224, ST6236 Straight Straps 7f8 and heights ranging from 11'to 32-V2",. 10 URS3 3M",Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T820, T827, TB30, T636, TB42; TB48. TB54, TB56. T860 Tension Bridging" :6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tedovm System 33 RTC22Z, RTC42 RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW612, TWi314 Wall Bracing 1/4" and heights ranging from 11 AM` to 32". 12 URS5 5f8".Uplift Rod RunTieclovm System 34 STC STCT, DTC HT04 Truss Clips, 36 VGT VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in w"Moths ranging from .3 114" to 6-718" 13 URS6 314" Uplift Rod Run Tiedovm System 35 TJC37, TJC57 Truss Jack Clips 37 W8106 WBi06C, WEI20, WB126C. WB143C Wall Bracing and heights ranging from 8-1f2' to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1 41c, 7- 118' and heights ranging from 11"to 32". FL#10441-R6 FL#10531-R5 9 HBseries hangers Top flange hangers available in widths ranging from 1-9116" to 7-- FL#10447-115 112' and heights ranging from 8" to 30", Sea # Product Model. NUM bar or Name Product Description Sec X Product Model. Number or Name Product Description 10 1 series hangers Saddle hangers available in widths ranging from 5-114"to 8-715" 1 DTT2 Hold-down Sea it Product Model, Number or Name Product Description I C13H2-37x5 5, 02H2.37x7 63, CBH2 37x9.75 Concealed hangers and heights ranging from 10 112" to 28": 2 HDC1014, HDC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114''tc 8- 3 HDQ87 HHDQ11, HHDQ14 Hold-down 2 DSC2R-SD83, DSC2L-SDS3; DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118"to 3-9116" and heights 718' and heights ranging from 7-117'to 32", 4 HDU2, HDU4. HDU5: HDU8, HDU11. HDU14 Hold -dawn 3 GBC Gable Brace Connector ranging from 9-118to 23-15f18". 12 HGLTV:series hangers Top flange hangers available in Wilms ranging from 3-IX'tc 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 1 HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SDS, HGU5,25-SDS: HGU5.50-SDS HGU5.62-SDS, HGU7.00-SDS, HGU7,25. Face -mount hangers 1/8' and heights ranging from 14"to 33", 6. LSTHD8,:LSTHD8RJ Strap -style hold-down 5 HHR02-2,HHRC42;HHRC42.2,HHRC411.81,HHRC44,HHRC525f325,HHRC5.37/312, Heavy Hip to Ridge Connectors SDS,HGVg00-SDS 13 HIT series hangers Top flange hangersavailabieinwdthsranging from 25115"to,3- 7 MASA MASAP Foundation anchor strap HHRC66 4 1 series hangers Face -mount hangers available in widths ranging "from 1.518" to 7- 9118 and heights ranging from 18" to 26". 8: MPAI32, MPAI44 Strap -style purlin anchor :6 HRC1 81, HRC22 Hip Ridge Connector $18" and heights ranging from 55/15"to 12-718" ,. 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-118" to 9 PA18 PA23 PA28 PA35: PA51 PA68 Strap -style le ppurlin anchor P 7 LRU26 LRU28: LRU210. LRU212 Rafter Hanger 5, HHGU5.25-SDS, HHGUS 50-SDS; HHGU5.62-SDS, HHGL17 00-SDS HHGUT25-SDS, Face -mount 3.9115' and heights ranging from S-318' to i3:118", 10 PA118 PA123, PA12a. PAI35 Strap-stylepurlin anchor r8 LSU26 LSSU28 LSSU210 Light .Siopeable/Skewable:U Hanger HHGU9;00-SDS 15 HUTF;'HUCTF series hangers Top flange hangers available in widths ranging from 1-9t9:6"to 5- 11 STHD10. STHD1 ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 1 HHUS28-2 HHUS210.2 HHUS46, HHUS48; HHUS410, HHUS.5-; 0110, Face -mount hangers 1f2" and heights ranging from 3 7115"to 15' Concealed flange 12 STHDI4, STHD14RJ Strop -style hold-down 10 TC24; TC26, TC28 Truss Clip HHUS7 25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, 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, THA426-2 118" to51f8 and heights. ranging from 4 314" to 1:5-3M". 16 HWP.series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81122, THAl2 06122 THM2.1122 THA1222 THAI322 THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118 and heights ranging from 5-316" to 28". 13 TWAL422,THAR422 Skewed Truss Hanger double 2X and 4Xrrodels only acute flange is concealed. d 17 HWPH series hangers Tap flange hangers available in widths ranging from 1-9116" Yo 7- 14 THJA26; LTHJA26, LTHMA Multiple Truss Hangers 8 1 HTU28, HTU214 HTU26.2 HTU28-2, HTU210-2 Face mount hangers- If2 and heights ranging from 5-518" to 32". 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 1-9116" to 7- 18 ITS series hangers. Top flange hangers available in"wvidths ranging from 1-9/161c, 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-718" to 19.114" Concealed flange 518 and heights ranging from 9-118"to 18". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) availablefor all models:having width equal to or 19 JB series hangers Top flange hangers available in width of 1.9116" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5.318'to7.14'. 10 HU001,6119-SDS, HUCQi 81J11-SDS, HUG0210-2-SDS HUCQ210 3 SDS:; HUCQ310- Face -mount hangers 20 JBA-series hangers Top flange hangers available in vpdth of 1-9116" and heights SDS, HUC0410-SOS, HUCQ412-SDS HUCQS 2519-SDS HUC45 25/11-SDS, HUCQ610- ranging from 9 3118"to 13-118", SDS, HUCQ612 SDS ,..�* Simpson Strong -Tie 2020 FBC Approved Products Updated lzrr2o2o Simpson Strong -Tie 2020 FBC Approved Products updated,3o1?ozo rSImpson Strong -Tie 20 BC Approved Products Updated tz13or2aza •., a Simpson Strong -Tie 202b FBG Approved Products Updated dated 12J3012020 For direct links to all SST approvals listed belvu, CLICK HERE. For direct links to all SST approvals listed belwet CLICK HERE: For direct links to all SST approvals Rated beiav; LICKHERE. For direct links to all BST approvals listed below,. CLCK HERE For additional information regarding Flondas Statewide Product Approval System and Mami Dade County Notice of Acceptance For additional infarmahon regarding Floridan Statewide Product Approval System and Miair-0ade County Notice ofAcceptance(NOA), " For additional information regarding Statewide i tt➢odeCalnt Notice Ccapa e (N A7, For additional information m Florida's Approval and Mami➢ d.e. CountYNotieofAccept.oricetN OA ), c LO K MiER E 21 LS series hangers Top flange hangers available in width of 1-9116' and heights FL#11468-1 18 5113V1:56, SILBV1.81 S1LBV2.06. SILBV2.37 SILBV2.56, SILBV2,68 S/LBV3;12, Top Flange Joist Hangers 5 SET XP Adhesive Anchor for concrete ranging from 5-318' to 15-1/8". S/LBV3.56, S1LBV3.62 S1LBV4 06 SfLBV4.12 SILBV4.28, SiLSV4.75 SlLBV5.50: 6 Strong -Galt 2 (ST82.,:ST62-455, STB2-6SS Strong-Bolt"2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available inwMdth of 1-9116"' and heights Sea # Product Model. Number or Name Product Description 19 S1LTT20, S1DTT2Z. S/HTT14, HTT4, HTT5 HOdownia steel and Types 304 and 316 stainless steel ranging from9-3116" to 13-118". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 1IS mil (10 go) 7 Titen HO (THD-H, THD-HMG, THD-H4SS, THD H658, THD CS, THD-CSSSS) TitenHD`Heavy Duty Screw Anchor' for concrete and masonry 25 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114`to 6- 2 HR56, HRSS HR512 Strap Ties 21 SP4 SIPS Stud Plat Ties available with hex head in carbon steel and Types 304 and 316 7M"'and heights ranging from 9" to 33-112", 3 HUCQ210-2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP; DSP, TSP Stud Plato 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 6- 4 THGB2, THGS3, THGBH2; THGBH3 THGBH4 Joist Hanger 23 STC DTC Truss Clip Type 316 stainless steel 7f8"and heights ranging from 9" to 32-1l2" 5 THG02-SDS3, THGQ3-SDS4,5, THGQH2-SDS3; THGQH3-SDS4.5, THGQH4-SOS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HO Rod Coupler (THD37634RC,, THD50934RC) Titen HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4A Jost Hanger 25 TJC37 Truss Jack Connector 9 Titen HO Threaded Rod Hanger (THDB25158RH, THOB37158RH, TH037212RH, Titan HD Threaded Rod Hangerfor concrete 1/8" and heights ranging from 9-114" to 24". THD50234RH, THW0212RH) 26 PF, PFB, PFDS, PFOSS series hangers Top flange hangers available in wvidth of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry (D ranging from 3-30' to 7-V8". 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- Sec # Product Model. Number or Name Product Description Sea # Product Model. Mum bar or Name Product Description FL#16230-R8 118"and heights ranging 9-114"to32". 1 DEfAL20 Double Embedded Truss Anchor 1 CCQM3;62-SDSHDG, CCQM4.62-SDSHOG, CCQM5:50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4:62-SDSG, CCTQM550-SDSG, CCCQM3 62-SDSG CCCQM462-SDSG, Sea # Product Model, Number or Name Product Description :3 HIS, H185, H16-2; H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP ATXP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16; HETA20, HIETA24 HETA40 Embedded Truss Anchor 2 EGCLQM3.62G-KT, ECCLQM4.62G-KT, EOCLQM5,5OG-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 Er -HP ET -HP Epoxy Adhesive for masonry 5 HETALIZ HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMDd 62G-KT, ECCLLQMD5.5OG-KT, ECCLRQMD3X2G-KT, ECCLROMD4,620- 3 SET XP SET XP H igh-Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAMID, HMS Masonry retrofit connectors KT, ECCLRQMDS 50G KT 4 Strong -Bolt 2 (STEM Strong-Bolt2 Wedge Anchor for masonry +n�' 1 ABA44 ABA44R ABA46, ABA46R, ABA66. ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA4D Heavy Embedded Truss Anchor i3 HGUM5.25 HGUM5.50, HGUMTOO HGUM7i25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titan 2 Screw Anchor for Concrete W 2 BU U 4 _ A 44, AB 4 R, ABU46 ABU46R, ABU5 0, ABUS 6, ABU65 ABU6s:, ABU66R. ABU88, Adjustable Post 8 _ _ GT2 LG 3 SDS2,5 LG 4 S S L T T D 3 Glydar Tedovvn 4 LGUM26 2 LGUM26 3. LGUM26 4 LGUM28 2 LGUM28 3 LGUM28 4 LG'UM21 D 2 � � Masonry Beam Hangers y 9® `B D S 5 Titan HD HD H4SS, TH H655, THD C 65 Cf ) D Heavy -Duty c ew nc a oral avail be 304 Titan HScrew Anchor for concrete e available m ABU88R, ASUI01'0, ABU101OR, ABU1212, ASU1212R 9: LTA2 Lateral Truss Anchor LGUM210-3 LGUM210-4, LGUM46 LGUM48 LGUM41:0 or 316 stainless steel with hex head, and 316 stainless steel with 3 - ABW44Z. ABW44RZ,.ABW46Z, ABW46RZ, ABW66Z,:ABW66RZ,.ABW7 7 Adjustable Post Base 1D ETA1 M TA META18 META20 MErA24. META40 M 2, E 16, Embedded TrussAnchcr 5 MBHA3.1219.25 MBHA3.12f11.25 MBHA3.5617.25 MBHA3 5619;25 MBHA3.56111.25. Masonry To Flange Beam Hangers y p g g countersunk head. Z �^ ) 4 A04, A04R, ACE4, AC6, ACBR, ACE6 Post Cap 11 MSTAM24, MSTAM313, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/11.88, MBHA3:56114, MBHA3:,56f16, MBHA3,56118. MBHA5.8Of725. 7 Titen Turbo (TNT) Then Turbo Strew Anchor for concrete or masonry V 5 BC4, BC46, BC4R, BC6, 5C6R, SOS, BCS2-2/4, SC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25,'MBHA5-501'11.25, MSHA5-50111 88 MBHA5 50114, MBHA5:50116, 6 C944, CB46, CB48, C1366, CBS8 Embedded Column Base MBHA5.50f18 7 CBSQ44-5DS2 CSSQ46-SDS2, CBSQ65-SDS2. CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3,56f9,25, MBHU3 56f11,25, MBHU13.56111,85, MBHU3.56114; MBHU3:56116, MBHU55019 25, MBHU5.50/11 25, BHU5 50)11 MBHU550/14, M Masonry Beam Hangers' FL#16837-R3 ``v 8 CC ECC; EOCU Series Bolted column caps with W1 ranging from 3-114"to 9.112"' and. FL#1f496-R5 MBHU356MB, 88. / W2 ranging from 3-5f8 to 7.112" MBHU5.50/16, MBHU5,50118 Sea # Product Model Number or Name Product Description O 9 CC-SDS2.5. ECC - Q ,. Q SDS2 5 Series " ` - -" Screwed column caps with Wi ranging from 3 1/4 to 9 112 and F S # Product Model, Number or Name r Product Description � 1_ X341B1018-5K, X1S1016, X1 el XQ1Si 016, XQI61016-4K 4110.16 Stron -Drive XMetal Sefr-Drilling, Tapping Screws with #3 9 W2 ranging from 3.5f8 to 7.112" 1 OTT1Z DeckTension Tie Drill Point 10 CPT44Z, CPT66Z; GPT88Z Concealed Post Tie Base 2 H012. HDI9 Bolted Holdowns FL#13975-R6 2 XLQ114T1224 XLQ114131224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling Tapping ^ CL 11 12 EPB44A, EPB44 EPB46, EPB66 1 Embedded Post Base Embedded Post Base 3 4 HD3B, HD5B, HD7B: HD96 HTT4 HTT5, HTT5-3M Boited Holdowns Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQ114SI224XMQ114B1224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, ILTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW23458 SDW22500 SOW22600, SOW22538, Strang -Drive SOW EWP-PLY and TRUSS PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVV22834 4 X0114S1224. XQ1I461224-2 K X114S1224, XQ112S1224 XQ1 12131 224-2K #12-24 Strong -Drive X,Metal Setf-Drilling, Tapping Screws with #6 DNI Point 15 MPB44Z, MP666Z MP986Z Moment Post Base 2 SDWCI5450, SDWC15800 Strong -Drive SOWC TRUSS Screw 16 PB44 P844R, P946 PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWH19300D6 SDWH104001 SDWH1960OD8, SDWH198001I SDWH191000D6 Strong -Drive SDWH TIMBER-HEXSorevr 5 XU34S1016, XU34610165K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46 PBS66 Embedded Post Base :4 SOWH27400G SOWH27600G SDWH278ODG SOWH271000G SDWH27120OG Strong DriveSDWHTIMBER-HEXHDG Screw #1 Drill Point 18 PBV6 PSVIO Round Post Base Sea # Product Model. Number or Name Product Description Bolts 5 8 SDWS16212, SOWS16300, SDWS16312 SDW$16400 SDWS22600, Strong -Drive SDWS FRAMING Screw Strong-Drive,SOWS Screw Grade) O 19 FC44-16, PC46-16,: PC48-16. PC64-16, PCBB-16: EP044-16. EPG46-15; EPC48-15, Post Cap 1 SB578x24; SB718x24, SB1x30 SB Anchor SDWS19600, SDWS19712, SDWS22400,SDW`S2250O:SDWS22512, TIMBER (interior EPC64-16, EPC66-16 2 SSTB16;, SST620, SSTB24, SST828, SST634, SST636, SSTBI6L, SSTB201., 8ST624L. SST5 Anchor Bolts SDWS22800, SDWS22900, SOWS221WO, SOWS221IOQ SDWS221200 SOWS221500 FL#35320-RO L 2D FC4Z. PC4R7, PC6Z, PCI5RZ, PC8Z, PC8RZ. EPC4Z; EPC4RZ EPCOZ, EPC8RZ, EPC8Z, Post Cap SSTB28L 7 SDWS22300D0, SDWS2240ODB, SDWS22500DB; SDNS22600DB, 5DWS228001313, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS221COODB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z; PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5 DSSC646, DSSC648, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400SS, SDWS27500SS SDWS276DOSS SDWS27800SS Strong -Drive SDWS TIMBER SS Screw 2 FGB43.5. FC645.5, FCB47.5, FC849,5, FC8411:5 Bypass Framing Fixed -Clip Connector rV/ / ) SDWS271000SS, SDWS27120OSS 3 FPHSD34SID16, FPHSD34B1016, FPHSD34B1O16-5K. FPHSD34S1214, 410-18 and #f12-14 Strong -Drive FPHSD Framing-to-CFS Self- ` FL#10866-R5 Sea # 1 Product Model, Number or Name CMST12, CMST14: CMSTCI6, 0814; CS16, CSI B CS20, CS22 .Product Description - Coiled Straps 10 11 SDWV13400 STN22 Strong -Drive SOWV SDLETO-RIM Screw Outdoor Accents Hex -Head Washer 4 FPHSD34191214, FPHSD34B1214.5K LSFC225 LSFC4 2a, LSFC6.25, SFC2.25, SF0425, SFC6.25 Drilling, Tapping Screws Steel Framing Connector U ICU 2 HRS6, HRSS, HRS2, FHAB; FHA9, FHAl2, FHA18 FHA24 FHA30, MSTI26, MSTI36, Straps 97 mil,(12:go) 5 LSSC4:25, LSSC6,25, SSC2.25, SSC4,25. SSC625; MSSC2.25, MSSC4.25, MSSC6.25, Steet Stud Connectors Sea # Product Model, Number or Name Product Description MST148 MSTI60 MSTI72, SIMST27, SIMST37, SIMST48 MSSC4.25KW MISSC625KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Turns[ Straps FL#15368-R3- 6 RCKW3; RCKW5 5, RCKW7.5, RCKW3S; RCKW5,5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate d LSTA30, LSTA36, LSTI49, LST173, MSTA9; MSTA12, MSTA15, MSTA18 MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SC845 5, SCB47.5, SC649.5, SCS411.5, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 - -- GH46 6, GH46 8, GH48 6.. GH48 8, GH4/0-6; GH410 8, GH66 6< GH66 8, GH68 6, GH68 Girder 5 S 5 T 1 5, 5T2215 LSTA9 LSTA12. LSTA15. LSTA18,, L TA21, L TA24, 5 292 ST2122 ST2 1 Straps 33 and 20> a ap ( g) Se # _� ProdueEModei. Number or Name Product Descrfptiarr 8 ! 1 - 1 SC53? 5/97, SG562 5197 SC562 51 8, SG582 51 18 Bypass Framing GonnecW r yp g 8, GH610.6, GH610-8 6 LSUBH3 25; SUBH3 25. MSUSH3,25 Bridging Connector 1 AS 18 AS I aS51 AS 18SO IS go Truss Plates 9 SCW3,25 SCW15 Head-of-Wah Slide -Clip Connector 4 GLB5A, 01-6511 G1-65C, GLB5D, GLB7A, GL67B, GLB7C, QLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJCS 25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLB7516, GBL7616, GLSTS20, GBLT820 Glulam Bearing Plate 8 LTS12 LTS16 L7S1S; LTS20 Light TwlstStraps 3 AS-20 20 go. Truss Plate 11 SS93518 Bypass Framing Slide -Clip Shut Connector Clio 6 HGLBA, HGLBB. HGLBC HGLBD Heavy Glulam Bearing Plate 9 . S S T12 1&, 2 MSTC28 M C40 STC52 MSTA30 MSTA36 ST6?15, ST6224. T , S , ST ST 2, ,_ ST M Straps 54 mil 16 a p ( g) 4' ASHP Hinge Plate Connector 9 12 XLSH346141d XLSH78B1414 #14-14.Stron -Drive XLSH Shouldered Self -Drilling, , Tapping 9 9 PP 9 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6238 Straps 68 mil (14 go) Screws w 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, M7S24C, M7S30C Medium Twist Straps 13 XQ1S1016 XQ1B1016-4K XQ1S1214, XQ101214.3.5K XQ78S1224, X078B1224.3K; 410 16: #i12-14 and #12-24 Strong-DriveX Metal Self -Dolling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1 56, S161 81, SJ82.06, S1B2;37 S162 56, S62 68, S1B3.12, S163.56, SIB3.62 S154.06; Top Flange Joist Hangers FL#15730-R4 XQ114S12244 XQ1I4B1224-2,5K XQ112SI224, XQ112B1224-2K, X34B1016,5K, X181016, X181016.4K, X1S1214, XISI214.3:5K Tapping Screws S16412, W4 28, S/B4.75, 5165.50 Z 13 SIBA2,12M, SfBA2.121101 SBA2:12112. SfBA2.12/14, S/BA4.18/8, S1BA4.18110, Top Flange Joist Hangers Sea 9 Product Model. Number or Name Product Description J SIBA418112, SfEA4.16/14 i ET -HP Adhesive Anchor for concrete z 14 SIH1A Hurricane Tie 2 GAC, GDP GDPM 60; GDPM 75, GDPM-100, GDPS GW 50 GW-75. GVU 100, GTH Gas -actuated fasteners and assemblies Q 15 SIHD8Sr 5/1-1108B, S1H0108; SMD108, S1HIASS, SIHD15B Holdowns 3' PDPA, PDPA-K, PDPA-MG, PDPAT PDPAT-K, PiNW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies J 16 SIHDU4, SIHDU6, S1HDU9 SIHDUII Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, P7RHA3, PTRHA4 a 17 SMCT, SfHJCT .joist Hangers 4 SET 3G Adhesive Anchor for concrete SHEET NO. March 6, 2023 PA 1.3 (D Cn -Cu > C- MIAM110ADE A11.A=4XkVEC0TTN_rY PGT Indusuies. Inc. 0 4-- L_ = CL 0 MEM PRODUCTCONTROL SEC-UONT PGTIndustries.LK. 0 11905 SST 16 Sft* Room 2011, NOTICE OF ACCEPTAlNCE. EVIDENCE SUBMITTED NOTICE OF ACCEPTAINCE- El� CE SUIBMff TED M -0 _9EFART1Mq'r OF REGULATORYANDECO2-NOWC P-ESOVRCESMER), Mimm� F Witb 33175-�2474 BOARD AND CODE AIDUNISTRATIONDUTMON Tjft6)M5,2599 Fcwj�3 15-259'k NOTICE Of ACC-EPTANCE:1VIDENCE S (35 U) OF AC CEPT-4-N'CE 1. Endence submitted under preymus NO -A D. QUiAL1rYASSX7-PkN_CE C C13 - CU C/) .NOTICE CN0A) A. DRAWINGS B� TESTS (continue#) 1. Miani Dade Department of Regulatory and Economic Resotirm (REK (D U 0 0 PGTIndumksjuc� 1070 Techndlo&N-Dtive� -s4ie drawiripand sections. 1. TAMILI&Cftner 5- Test report on 1) A ir Infiltratibn TW, per F11CJAS-202-94 -S L_ 0 .0 EL = 0 3: North. Venkv., YL 34275 (Sir-bini#ed underAVA-Xv. 11-0197 04), 2) Uniform StaticAir Pressure Test, per FBC. TAS 202-94 1. MATERIAL CERTIFICATION for = .0 LL- - SCOPE: 2. Dmving No. AID-5570.0, titled t-Viikyl Sliding Glass Door NaktlM', she-ets" 1 3) Water�Resistance Testpef FBC, TAS 202-94, 1. Notice of Acceptance, No. 15-0-528.14 issued to Vision E)ftmsion, Limited, theR co 0 -1--a +- co C13 This NOA is being issued undef dae applicable mles andregulatiow governing die use ofcoustructionmiteziats.. The through 21 of 2 1. prepared by inamifacturw, dated 1 &'05/1 5.� with, revis]o n A dated TL-A per FBC 4) Large Missile Impact TAS 201 -94, -White RWd PVC Exterior Emusions f or Windows and Do -are', dated 0811 V15. Co C) > .-Cn Cn -0 E 0 documentation =bmitted has been reviewed -and accepted by Mianii-Dade, Coui*-RER -Roduct Control Section to 0- 41'05117� signed and sealed bY A- L-Yon, VAlff-, RE. 5) Cyclic Wind Presstare Loadingper FBC, TAS 2-03-94 expii* on 09230219. tu-) bew0mX=Da&-Quuq-aW Qthef =a5VJjj,%CL alW�tdbyjhe Alir 6.) Forctd Entry'Test- per, FRC, TAS 202-94 E 2. 'Notice of Acceptance'No. 16-020.0-8 issued, toVision F_vmsion. Unmited for th e" -171 Cn Co CD_ 10. T his.NOA shallnotbevalid afterthe exprabonAste statedbelow-T'helvfiami-DadeCount�,Pro4luctC�mtrdSec&-m� B. TESTS along with mark-edAT draw 2119S aid in#211at,1011 diagram of vmyl sliding glass door, prepared 1000 Tan 2,02 and lighte PVC Extei ns for r Shades (N `on -White) Rigid Ioi- Extnr* U) (1a Nfiamr Dade County) aii&or the ARI (in areasolhertlian, %Lliami Dade,Cbunty is reserve the right to have Thi L Test report pn'l) U Static Air Pressure Test, per FBC, TAS 2.02-94 by Fentstrat= Testing Lab-- Inc, T est -Report No- FIL 85A_ -dated 1 1,106q5, signed and Wtudows and Doors",., dated 12JO,8..,l 6, expiring on l212_%2L produtt or materw testedfor quality HU prMuct orniatefia[fails to7peffortiiin theaccepted 2) Large, Missile Impact Test r& FBC­.'TAS 01 -94 sealed by Idalmis Orte� P_ E� (Test report mised on 12Nl 5 and Olil 1116) 3- Notice of A c cept anc e No If" 152& 15 issued t a Vision Fixtrusion Limit ed for their Manner, themmkifacturer will incurthe expense of such te-stng andthe AlUmayinimediatelyrevoke, modify, or 3 'r FBC -0 Cyclic Wind 1h e-Load pe TAS 203 -4 6. Test rq -)ort on 1) Air Infiltntion. Test, p� FBC, TAIS 2202-94 "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extinmus f or nupend fhe�usse -of such product of materialwithin theiriurisdiclion- RtR reserves the right to revoke this -UP jasis door I prepertd 21041g-Wiffin2rbed, drawings, and in�tiqn diagrambfvinyl, shding­g 2) Uniform Static- Air Pressure Test, perFBC, TAS _2921 -94 'Altdows and Doors" dated 6&13115. expirmg on 0930dg. I acceptance,if it is determined byMami-Dade Count,%- NoduclCoutrof-Sectiou that thisproduct or nmterial f Ails to nieetthe tequirementsof the, applicable buildiagcode-, byFenesmfion Tmtmg Lab, Inc.- Test RqNxt No.FTL 87171, dated I-IA71157 signed and FBC, TAS 202-44. 4- Notice orf Acceptance No- 16-071102 issued to ENERGIF-enestratimSolutions U-SA,. In This product isappra%,ed as describ�dhexeiu -and has been designed to comply with the, Floiida Building Code, scaled by Idalmis Of tega, P_ E_ (Test report revised, on 0,14_5fl 6 and 6124116) J 4) Large Missile Impact Test pef FBC,'TA. S 201-94 Inc.Dor -their --l.AA- 5040 and Lighter Shades (Nou-'"Idtv) Rigid PVC Extet ior I ineksding the High VelocZr Huffmane Zane- 2, Test report, on 1) Air Inf kratiou Tmztper F]C , TAS -22(0,1-94 5) Cyclic Wind Presstre Loadingpff FBCT TAS 203-94 0 i2l., Extrwions; f" Windows and Doors" 42ted,00,4115116- expmg on 204 d) 00 -1V5 corners-UW11. Rie-inforce, Wwo.9 & 2) Uniform StaficAir Piessure Test-, FBC, TAS 202-94 along with marlwd -up drawings and installation diagram. of vinyl -vhdmg glass d oor�, prepared 5. Notice of Acceptance No- 1"712.04- issued to EN�RGl Fenestralicu-Solutions US:Jk -Bronze DO g Glass DoorNOA (LW, AXL AFPRov_-�L C1_7XMVT. Drawing No.MD-5-570.0 RevB, titled-Vitn-4 Slidin m 3) Wat er Resistance Test, per FBC. T_kS Nrl-904_ 4) Large MissileImpact Test per FBC T-AS 201-94 T Feriesuati esting Ub 1 ne., Te& - Report N 0- M7 _551 dated 1,2/", '1 5s, signed and sealed by Idalmis Ortega, P� E. (rest repoft wviwd on 02 11 5P.016 Inc- fortheir and Lighter Shades of Cap Coated Rigid:P-VC Exteriot Ext-usious for Windows -and Door�" dated 09115,116- expiring on 04,11&-20. 1 thi�ough'_) I of 2 1. prepared kv manufactif er, dated 10,VS)l 5 and last revised on 02i0l;,-2 1, signed and scaled by 5) Cyclic Wind Pressure Lo FB C,LAS 203 -94 T Test report on 1) Uniform Static Air Pressure Test- pff FBC, TAS 2-02-94 6� N otice of Acceptance No - I " 712.03 issued I a ENFRGI Fenesttattion S olutiom U S 4, A - Lym. h1iller,, R E.. bea ning the ComtyProduct Controt Rt ivis ion stanip with the Notice of 6) Forced Entry T est, Per 'FBC. TAS 270 294 2) Large Missile ImpactTCSt per FBC, TAS. 201-94, In,- for their "Whibe Rigid PVC Extei�r Extt usions for Window- s, and Doors- dated Acceptmcenumber mid Expitation dige bythe Mami-lhdle County Product Control Section. along vhthmarkeA-up dtawi and inst"ion , diagram of vinyl sliding glass door, prepared m9S 3) Cyclic Wind Presstafe Loadingper FBC, TAS 2203-94 0& 10A 7, expiring on D2!28el Z MissmEba-A cr RA Tr�G � La rge a n d;&ma 1,114fissile Impac t Red 'nant byFenestration Testing, Lab, Inc. Tesl Report No - IFTL 8_5 46, dated I 1106115, signed mid pared along, with maked-up diawings and instWlation diagram of iinyl shuding glass, door pre per ASTME 7. Test reportsNo(s)_ 10- M­792)�A), IM&M03527, 535575�3-09_ -84- L See tab le I (sheet 1) and table 2 (sh wt D for, applicab le -SGD unit size-, design presssurft, reiuf �wc ements type. sealed by Idalmis Ortega, R E_ (Test report revised on 01/04116 and, 0241P2016) . by Femstration Testin Lab Inc. Test Report No., FIL 6638 (samples A-1 tbm A-22), dated '91 - AST10 1929 and ASDM-63 5, issued by EXOVA to Vision'Extiusion for cellulosic ' r- glass, types, sill riser (see tables B-1 &B-2.1sheets-7-8) a-adanebarlayeatsbi�E"xequ'ffemene- in 11 thiul�6. -A 3, Tes report an I)Air Infiltration Test, perFBC,TAS'11 2-94 1149/10, signed and sealed 1,YyJorgc A- Caum, P_ E_ (Srj3w&W an&r.Y-0-4 No. 11- composit, material- e -2. Rigid,'White FV C, Tan (Won -white) RigidYVC and Bmaum coated (Paittedorlaminated) white RimpdPVC to be 2) Unffom, Static Ajr Piessure Iest�� per FBCT-jkS 202-94 010"" 04) (SuZurttffed under jV0_4 A& 11-0107 04) labeled per reAreaced NOA'srequirenieut&_ 3) Water Resistance Test per FBC-, T-AS 2012-94 8 Test report on 1) Air litfiltration'Tesc per FBC_ TAS202-94 Notice of Acceptance No. 14-0916.11 issued to Kuraray Aineric, a-, Inc- for their 3� Egress cperabledoots must,=Wdyvirith min clear width or height perFBC requiremmt as applicable- 4) Large Mi&Silk-, Imp2ct Test per FBC, TAS -20 I -SA 2) Uniform Static Air Pressure Test, per FBC, TAS -102-P4 -­SeRnvGlas*-- (Clear and Ulifte) lhterlayee� -expiring on OT10+1 S. 4. Pocket walls under -separate approval, to be te-�iewedby Buiklingg officiat 5) C,�yc lit Wind Pressiare Load ing per FBC TAS 203 -94 3) Water Resistance Test, per FBC, TAS 2 02-94- -9. Notic e of Acceptance No. 16-1117. 01 Lksu�ed to Kurway America, Inc - for their LARELLNG. Eachund shall bear a penruneat label with theniamifactusers name orlogo. city- stateaud series and 6 �)Fqrced Entry Test, per FBiC TAS 2022-94 4 1 ) Large Missile Inrimd Test perFBC, TAS 201-94 "Trasifel'S, I-Itractear, Clearand Color P17B Interla3Tr expiring on GT08119. following statement'Mami-Dade County Product Control Approve&', noted herein- along sith markrd-W drawings and mstallation, diagram of vinyl sliding glass door gepared 5) Cyclic Urin, d Presstue Lzading per, FBC, TAS 2 03-94 RINEWAL of this-NOAshallbe cousideredafteir a reneumlapplication bm beenfiledand therehasbeemno by Fenestration Testing Lab, Inc � Test Report No- FTL,8547., dated, I 11AK 15, signed and 6) , r omed Entiy Test. pu FBC 7 TA S _M2-94 F. -STATF-MM _Nj7TS chaage in the applicAOe building codenegafrL-lyaffectm2,thepeffom-aweof thiaproduct sealed -by Idah-ais Ortega, P_ E., (Testreport mised on 02,11,516) alm g with,madwd-up drawings and installation diagram ofvrinyl sliding glassdoorT prepared L Statement letter of conformance with FBC----,th Edition (2014) and FBC-6tk1EdJ1ion TrRmEN-ATION ofthiss NNOA-wrill occur aftmiheexpiration date or if them has been a revision oi-thange in the 4. Test report on 1) AirInfiltration Test, per FBC, TAS�2022-94 by Fenestration TestingLab- Inc-, Test Rq)ort No_TTL 6337 (samples A-1-ffint A-5�) dated - P--_ (,.101-7�is�,bN-mauufac-turerdatedO&'14il7,.0 d&sealedby Aff, �E gue 4 mnM uiaterWr., use. andlor inamflactute of the prcdW or procets . MIsuse of this N10A as an endorsement of any product, 2) Uniform Static Air Pressure Tea. per FBC_ TAS 202-94 12,06,10, signed and sealed try Jorge E e A- Causo� R' � (Submiaed ziRder.?V0_4 A16.11- -t atementletter- o f no fmancialintem-A,, 4 ated 04.11 &17, issued ky manufacturer,, signed 2- S forsales, advertising ut any oderpinposesshA autoonficallyterminate this N10A.LFailuveto comp�ywithaqy , 3) Water. Resistance Test, per FBC, TAS: 202-94 0-167. 09) &scaled ky Lynn Miller - RE section of this NOA shall be cmise foriermination andrenwvaiof'N0A_ 4), LaW MLSile Imp.,ict Tat per.FBC TAS 20 1 -94 3, Letterof lab comphance, part of the above, test reports. ADI ERTISENU-N-T: The NOAnumbei preceded by the,nicidsNliami-Dade, County_ Honda, jand followed by the 5) Cyclic -Wind Prmmm Loading per FBC, TAS 203-94 TILATIONS C. CALCL Cliand 4. REK Test Proposal No. 17-0397. dated OSV511 7, s*wd by lsllaq a, RE, e.Vitat,iondal�--niaybedisplayedinad-�,vrks,ingWeratu;re- If auyportionoftheNOAis displayed., then it shall be 6) Forced Entry Test, per FBC, 1AS 202AY4 1- Anchor verification, calculitiom and structml analvsi h withFBC-20.14, .. I $" 11�-Ixv YM9 done in, its- entirety� along withmarked-up drawings and installation diagram ofidayl slitling gkm door -prepared I I - prqa-redb,,v-PGT,- dated 11S94 Sand I -at revised on,10-2,15116, signed andsealedby Q OTHER LWNECTIO-N. A copy -of this entire _N0A sball beproii&4 to the usierby-ffie mam&ctuier or its distnUtors and by Fenestration Testing Lab�_ Inc., Test Report No� M 8548. dated 121M sigued and Anih,=Y 'L wer� P4E. (SUbirrhYedunder.,V0.4 1. Notice of Acceptance, No. 15-1210.01, ii�to PGT Industries, for their Series shall be available for inspection at dielob site at the re�A ofthe Building Of 5cial. seated by Idahnis Ortega, P, E_ (rest rq)ort revised on 0 1,104,46 and 0211; V`1,6). 1 Glazing,complies, with A-STME-1300-09- 557012777 0- VinTI.Sliding, Gins Door �Reinforced) -,LJ\U. expiring on 04,44,421- ThisNOA revises &r*new-%N,0A#20-0429.0.; amd consiaft of thispar I and evidencepagas E-1, E-2, E-3, E-4, r J� �1 Orr., E­5 & E-6 as well as appro-ml docunaent mentioned above.. Ishaq L Chun&, P.E. I Charlwa, P1. ChaBda, FX. The Hubmitled docurnetriation livas fmriewed t�y ldmq I Clia nda, P1 Product Control Uvit Sup*r-risor �Ishaq Product Contral Umit sup*rvisor Product Contra], U-nit SupnTitar ----------- NOA NIDAIN 1, 21 SA3 NOA N -020,4A3 ij t Z-0 wal ff Y_xjAra&nDat*,,- April 14,ZB16 -ExpiratiouNte- Aprfl,14,2424 _A,ppr,a,,raLDat,-. Xlgrrh. 2-5, Approyal Nte-. AUrch Z-51 1-0!1 -Uproval Date- 11arek 2.4, 2021 AW*va,t Date: 11arth 25-5, 2,021 7 ---------- -PGTIadustries, Inc. CGI W7mdow s a ad D o ars, Inc. PGT Industries, lar, NOTICE Of ACCEPT-AN-CE - EVIDENCE SUBMITTED NOTICE OF ACCEPTANINCE.- EN-MEN-CE SUBMI TIED �CTPTAN C`E- - EVIDENCE S17, B NOTICE Or AC 2. Evidence Submitted under pm-ious submittal E, MATERLkL CERTIFICATIONS(continue) 3. New Evidence SubmWed, 5. Quanex Part Super So-cer Standard complying with kSTM- C5 19 Thermal, Conductivity A� DRX"TiGS a88 I BTU-in� h r.-ftl-'F, ASTM F 12491X V�IR -Pass; ASTNI D3985'Oxy-gen-Pass, ASKM E A. DRAWINGS 'I. Drawing No- AID-5-570.0 RovB, titled"Vinyl Sliding Glass DoorNOA sheds 2190 I.G-,- I:hmbility-No F-og-Pass. 4Str6milfed underprerknis A000-4 A-6. 1"469. 05) 1. Drawing No. MD-5370.0 Rev B, titled -Vinyl Sliding Glass DoorNO.A (LIvIT, sheets'l I through 21 of 217 prepared by inanufacturer, dated l0!05f15 and list revised on through 21 of 21, prepared by m, mufacturer, dated 10/05.115:and last rm-ised on 022,10V2 L U) 0412120, signed and sealed by A- L)mn Miller, P_E� 6� Quanex Part Duraseal complying with AJSTM C518 Thermal. Conductivity 2_223TU-in/ sigried and sealed by A- Lynn Millu, P_E� br_­ft2-`T, AISTNI F '1249 WVIR-Pass '_ ASIM D 14-14 Argon Perrucance-Pass, ASTM E Note: Tim revmm. consists replacement of same existing installation sam wqth,fbt head- B. TESTS 2,189 LG_ Durability-nNo Fog-, ASTNI E 546 Dew Pomt Developu=t - -20PF in 48 hIS. 1. Test reports on: 1) Air Infiltiation. Test, per FBC. TAS 202-94 (S07ititted nnderAVAIV& (D 2) Uniform- Static Air Pressure Test, Loadingper FBC-TAS 202-94 7- Vision Extrus, ioruj- Ltd- Parts complymg with PVC-AAMA 303-13. Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid P olyvinyl Chloride (PV Q Exterior Proffiess for V isiott Exumions, L td - -VEX- 1 by 1. Now. 4) Large Missile Impact Test perFBC. TAS-101-0-4 AAMA� F onestration. Exterior Profile Ctaification Program (Sjtbmifted jin der N'0_4 Nol. 15- C. CALC11LATIONS E 5' ) C�ychc%F-md Pressure LiCkadmgpef FBC, TAS 203-94 0409.95) I_ None- along with ma6xd-up drawing and installation diagram. of all PGT lndustrim� Im. 8- Vision F_xtnisions, Ltd- Past complying with PVC-AAK4L 303 43- xTresentalive urals listed below and tested to qualify Dowsfi 791 and Dowsil 983 silicones, (-Vribyt fted underYO-4 1Vo. IS-040A 05) R. QUA1ITYASS11JTRA,.NtE =:3 prepared by Fenestration Teamg Laboratory, Inc., Test Reports Na.: YTL-7897, PGT PR15520 PVC. Fixed Window (unit 6,iu pmpo*,, dated 0-0103/14 9- MTC-AAA4A 303-13, Voluntary Specification fof Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Fxtiusions, Ltd--VEK-1 by A.A1Y1A Fenestration Exteriof Profile 1. Miann-Dade Dep�artmemof Regulatory and Economic Rewurces (EtER)_ C YT1­20-2107Y.1, PGT SGD780 Aluminum Sliding Glass, Door (unit 7 in liffc4mal) Fn-210- Certificatim Progtan, 2 107. 2, PG T CA740 Atom Outsw. ing Cascmetit� Window (unit 8 in pwposal) FTL72 0-1 10. Notice of Acc-'eTtance No- 184,217.14 issued t ' o Energi Fenestration Solution, USA, Inc. for E, VIATERL4LL CERTIFICATION'S 2107.3. PGT PW`76226A AluniinurnFixed Window (unit 9 in proposal) and FTL-20-2107.4, their "Tan 3040 & light shade, (non-whio) White Rigid PV C E-vierior Extrusions for I- Notice of Acceptance No, 19-0305.02 issued toKurmw Arnericall Inc for their PGT PIX7620A Aluminum Fixed Window (wmt 10 in proposg) dated 97A31720, all signed Wmdo-wt and Doors�", ex4iriag on 02j04!2l "TrosffoW, Ultrack-ar, �Iear, =4 Color PV B Glass Interbyers-, expiring on OT08,424- 0 and scaled by Idalmis Ortega, P�E, 11. Notice of Acceptance No- 1"122.02 issued to Energi Fenestration Solution, USA, Jnc� for 2- Notice ofAcceptance IND. 17-08,0&02 issued toKurarav America, IRC.L f or their their sele s 'White Rigid PVC Exteri" Extrtisious for Windows and'Doari'.- expi �; M '�Sentn-Glasf, (Clear and V MUe) Glass lnt"yeri"� exp� o1i 07104123- C. CALC113-ATION'S 0128,023 3- Notice ofAccepta6ce'No. 184106.10 issued to -Vision E-xt=--on&1bnitcd for their'Trown, L Anchor verification calculations and structural ariabsis_ comp4ing with FBC 7" 11, Notice of Acceptarice No- 2"210-1.03 issued to. Energi Fenestration Solution. USA, Inc. for Coatvd (Painted or Laminated) V�Idte Rigid PVC ExteriorExtrr",us for-W indows Edition (2020), dated 0*2�20, prepared by manufactuvef, signed and sealed by their -Brouze & liglit shade cap coated White Rigid PVC ExteriGr Extrusions for , Doors7l. e3q)iiing on 09-J30J24� and Anthony Lynn MWer ` P_E_ NXTindow-sand'Doors", expiring on "16,25. 4- Notice ofAcceptance No, IS-1*106.11 issued to'Vision Extrusions Lunited for their Series 1 Glazing conviies, with AST-IM E 1300-04, -0, -12 and -16. "kTT- 1000 Tan 202 and I%hter shades�(N-bn-White) Rigid, Ceflular Plr-i� ExteriO D. Q UA LI T Y A SSLI R A N- C E F. STATEMENTS Extrusions foi- Windows and, Doors7, expiring ou 12A29Y2 1. 0 Miami -Dade Dqmftment of Regulatory and Economic ResGwces (RER). L Statement letter of conformance tG FBC 716 Edition (20,20), dated 04.22120, issued by M2mJf2CftU-ff.; signed and scaled by Anthony I.,ym _Nliller, P.E_ F, STATEINEF-YrS < E., 11ATERL-iL CERTIFIC.ATIONS 1 Staternerit letter of no financial interest and of independent, issued ky mainifactum, dated 1, stateme& letter Of confonnance to YBC 711 Edition, (2,020), dated 02101,21, issued by (D L Notice of Acceptance No- 1-9-0305.02 issued to Kuraray America, Inc. for their 0411 SC20, signed and scaled byAnthonyLymu Miller,, RE, 111=1factufer. signed and scaled b, ny Lynn Miller, RE. y Antho U) "TI, ffoj& IT o. -B Glass Interlayerf'-1 expiring,on, si In-aclear, Clear. and Color PX - 1 15 and s by all 1 Prit?ate Labeling Agreement document betWeML PGT, dated 0330i igned 2- Private Labeling Agreement dated 03,08i2l. between PGT Industries, Inc. and CGI M IDVD&24� involved p2rtie& Windmvs and Door, Inc., signed by Dean Nl� ftarl-, P�E_ V7P. Engineering, on behalf of M 1 Notice of Acceptance No. 17-0808.02 issued to Kuraray Amverka, Inc. fortheir ",Sf bothCoMpanies.- nnTG1av1, (04ar and NN'Wte) Glass epfttg on OT04)271 'Vision G. OTEERS 3- Notice of Acceptance No- 18-1106JO issued to Ex1rasions Limited f0T their "Brown L Thi,�-,NOAre-.ise,,s-N70.4L#1'7-0420.,06tPVTw/CG and updates toFBC2,0_)0 (7111,Edidou� G., OTBER-S Coated (Painted or Laminated)Nkhite Rigid. PVC Exterior Extrusions eXp=g 04/21,21- 1- This NOAL unises & renews NaU,20-0429.05 (PLAwr1C-Gl P 4,2& i�g for Windows and Doors". empiwi- on 09-80P24� 'No. 2- RER Test proposals #1.9-115-5 dated 01/10,Q0 approved by Ishaql. Ch2nda- RE, expiring 1 The cturent nociated PLA CGI file #21-620,55.01- tn�pirirq.04/14f26. CU 4. Notice of Acceptance 1&110611 issued, to Vision Extrusions Limited for their 04�1*21_ LU seiies, -'%-E 1600 Tan 202 and ligliter shades (Ne"lite) Rigid, Cellular PVC 'Extnskas twl U, t, _- Alm n_�, Exterior for U`Jndows and Doorf','expiring on 12,12,9!2 L < h4a4l� Manda PE, I Ishaq I Chanda. Fl� Z Ishaq, I Cliauda, FX. Product Cout"I Uak supen- isor _.%LVj Product Coatrcl Ulna sup�nisor Z Pro duct Control Unit $uWiiiqr _,�_OA 21:j_6F'_R5'A3L _NKOANo� 114ZO-SM ANO-11L Na� 21-1_9295�03, Expiratiou Date- Aprij,14,1016 Expiration Dite. Apil L4,1OU Expirafi&uNte-. April 14,202-6 Approval Da te, Klarel 25,2021 Approval Date, Xhrrh 2g, 2W.1 -Approy'Al Date Al2"k 20 -11 E 45 E 4 SHEET NO. I March 6, 2023 PA 1.4 N U) Ca N -F-r -0>O U � � MIAMFM1AMI-DARE COUNTY ® #7vAaE PRODUCT CONTROL SECTION � � Q O CL O L Cast -Crete SSA, LI C Cast -Crete USA, LLC Cast -Gist@ USAyLLC O Ca ,. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 � BFOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33I75-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' a--' O O U }' Co NOTICE OF ACCEPTANCE (NOA) ir-yw.miamidade.eov/economy 1 � -0 0 � L EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 L_ O a) Cast -Crete USA, LLC 6324 County Read 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0O CL C O Seffner, Florida 33584 1. Drawing No. FD4612, titled "`Precast and Prestressed Lintel Details`; sheet 1 of 1, I. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "'Precast and Prestressed Lintel Details", sheet 1 of � � � � � � prepared by Craig Parrino, P.E., dated March 24, and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 crud Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6'" & 12 " � O M O > SCOPE: r2003 "Cast -Crete 4 ", 6" cgs 12 " Lintel Safe Load Tables , sheets I through 3 of 3, prepared by LT4612, titled Cast -Crete 4 , 6 & 12" Lintel Safe Load Tables , sheets 1 Iti _ Lintel Safe Load Tables" sheets 1 through 3 of 3, last revision dated 06112114, all ,�. -a . . _ - O 0 N ThisN e' NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino P.E. dated March 24 2003 last revision #1 datedApril ril 28, 2003 both S I' r 3 3 prepared Craig Parrino P.E. dated March 24 20f13 last through h o a b g f p p y g prepared, signed and ,pealed by Craig Parrino, P.E., on 08119114, 7 to , -- (n O cis The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, PE. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Z � fl- o Q C0Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012: B. TESTS "'' r .M .= s (AHJ). 1. Test report on flexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and 1. None. N cc This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control P ty Urllted Models, total 0 13 concrete lintels specimens, per 529-94, prepared f () p p p p B. TESTS G. CALCULATIONS a Section In Miami Dade County) and/or the AHJ in areas other than Miami Dade Count reserve the right to have ( tY) ( y) g this for b A lied Research Laboratories, Re ort No. 30404A, dated 04f10103, si ed and Y PP p 1. None. $ _; a 1. Calculations for Cast -Crete Lintels, dated 08/I9/2014, pages 14.201 through 14.236, � � c � product or material tested quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS > o prepared by Craig Parrino, P.E,, signed and sealed by Craig Parrino, P.E.d 0 . a accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, tic L modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke ' P P J g C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 0512910.3, 207 pages, prepared by Craig D. QUALITY ASSURANCE D 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). A fails to meet the requirements of the applicable building cede, Parrino, P.E., signed and sealed by Cram Parrino, P.E. 1, By Miami -Dade County Department of Permitting Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05/29I03, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino: P.E., signed and sealed by Craig Parrino, P. E, MATERIAL CERTIFICATIONS 1. 'one. Zone of the Florida Building Code. L None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL, DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. QualitySystem Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012. signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manualfor Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E. on January 22, 2019, all bearing the Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL l# 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ## 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4", 6" & 12" Lintel ,Safe Load Tables'; ,sheets 1 through 3 of 3, prepared by 1, None. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated Marcia 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1None . . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None, C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an P P y 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS L By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Aliami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. None. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS L None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA., Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and B i r The as well as approval document mentioned above. submitted documentation was reviewed by IieLny A. Makar, P.E., M.S. shay A. Makar, P.E., M.S. elm A. Makar, P.E. M.S. y + elmy A. Makar, P.E., M.S. NOA No. 20-0630.15 Pro net Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor NOA No. 20-0630.15 MIAMMADE COUNTY ,_� ff � Expiration Slate: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/1112023 Expiration Date: 09111/2023 o o) Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 ¢ I Pagel E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS L None. 1, None, B. TESTS B. TESTS 1. None. 1, None. L� 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 (TIER), E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONSE 1. None. 1. None. F. OTHER F. OTHER U) 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 U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 0810811 Z signed & sealed by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code 2020 Edition, issued b Cast- p g Y A. DRAWINGS Crete USA, Inc., dated 06111I20 signed &sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of LQ 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 O Q through 3 of'3, prepared by Craig Parrino, P.E.„ dated March 24, 2003, last �- _U revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. 3 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE V 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 M LU C' e my A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.1 S Z Expiration hate: 09/11/2023 Expiration Date. 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 —i E-4 E-5 [1 SHEET NO. March 6, 2023 PA 1.5 1! I 1 - - - - - - I ---------------------- FX � � i Iit_.. 1i 1��1:f113�ii�i�Tlly i3iik 'li i�i � ii i I .. �� -�� s I-I-� i i TTr ZT-1-JE—co IN TILLIT TESTING & ENGINEERING COMPANY ____ ___ �VATTFR A. T7LLrr, JR., F.E. tL1tCCO@aoJxOnY YLP, L­N,,.�I-77 ,t CIU-1t,N11.00067.1� P REPORT NO.: 20-0728.01 DATE: July 28,2020 PRODUCT CATEGORY: Shutters PRODUCT $US -CATEGORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QtQbaLPWftdI!1nP_r0AWA5JJIA 4800 S.W. 51 Street Davie, Florida33314 1, PUIRPOSE OF EVALUATION: This is a Product Evaluation Report Isstrad by Walter A. Tillilt, Jr., P.E. (System ID # V306) to the Global Protection Products, li Rule Chapter No. 61 G20-3, Method I 0 of the Florida Department of Business and Professional Reguitation. 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 allBMITTED. 2.1. PRODUCT EVALUATION_D0CUMENJ_(p.F_ D - � Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, InG.; signed and sealed by Walter A. Tillit, Jr., P,E.; dated 07/28/2020. This drawing is an integral part s ,%EgAIN"", Evaluation Report, ko , A, r/� �'��#,, .,. . .. . , , . /1) � 11-1 ,.",. .' V, I,, I- ., ' "', I -1 ­ �. i -:7 - - - I - - - - - .... , 2 "'�- 't - - . . - - , , No, . S � � � - 44167 � %; � I'll * 1. , , ", I , , � I :*z � , � . __ �_. 01 -1� � 1, . - 4 S�11 "I. ­ �� , 11 " ." AZ , I -,.- '* ". IS- .. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pharie: (305) 871-153 " I -, , 1, , . I IF. H'I,t I I JPROQU:�T 'AL"TIO RUP0111h(Q. 104I728,01 2 2.2-TES -REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1 996, #96-670 dated 09il 8/1996, #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 10/0611998 witnessed by Gilbert Diarrond, P,E. and Report No, 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E, Tensile test report No. DCM-197 by QC Metallurgical, Inc,, dated March 13, 2009I signed and sealed by Frank Grate, P.E. Z.S. T_LICTURAL ENG N -RI CLILAT1101I _" - -1,_ On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance ,with section 1616 of the Flohda Building Code. Calculations prepared by Tiltecor, IM, dated 11/03JO8 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P. E, 3. MISSILE IMPACT RESISTANCE; La rge missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4-WIND LOADS-FtIE ,SISTAN-Gli 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8,10, 14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14, 1�, 17,18I 19, 20 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20,176, 5- INSTALLATION - Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (Ii drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-176. ,%%k1IIIIIflFIJ,,,, oll Iik pt, 7/4 1/�Iqd "'S �� � � - - I, ;, "'I " - ,� - ,/ V, N' 1�,; - :--. �p ,,�. �,�:.�� ,.`,�\r,ENs� . . ,-, �­-__, I .- , .. S ,�: - ' � ' f'-- ---`-_-'�-�V.­44167 " 1- I ��,_ - - - - ___ I 1*= ,� - * ., S 11�,_,; I / / S _,o� STATE OF !`,q;_f .A, _11.�� R �,, . I W I '-,. 0 � ZOR113 '�*, ,S' ". r,�,-­ - x 'N,�'�5.4-1 '1,,A,Y,,,9/0,N­ , " ' YIF�f4 �Ll� %,Is�' it HikiliII10 I GENEWIL. : B-1) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, S�UCCQ OR WOW BOARDS HE FOJ�RD ON 14 I tXISTWO WALL, ANKETICIRS SHALL BE LONG ENOUGH TO REACH THE MAIN SIRUCTttRE BEHING SUCH PANELS I STORM PANEL SH06" ON T�tS PRODUCT EVALUATION DOCUMENT �PED) NS BEEN VOPPIED, FOR CWPLMNIF IN ANC,iOME S� BE AS AFENTIGNID, IN 0,,) A40 IN 8 2). Acwpwha AwTH TPE 202JO (7th EDITION) OF THE FLORIDA SUILDIN4 CODE: (�) _1Q-LEsT1hQL:t=_VtA_sEQ1QM. "Bafff"­ �._D�Z,5. girt- DESION WHO LOADS SHALL BE DEIERNWED 45 PER SECTION I 620 OF THE ASI MDAIRCIFIZO CODE, - I/','# TAPGON ANCHO F. AS MANUFACTURED BY I I W allikDEA. INC FOR A WIND ME AS REQUIRED By THE JURISDIICTION WHERE THESE SHUTTERTS iffitl BE INSTALLED AND - #14-10 PANU-MATE FEMALE 0 AND PANEIJANTF PLUS ANCHORS, AS MANUFACTURED BY F,,CO CON55TWIC11014 PRODUCTS FOR A DlRECTKFF1AJwFArTQR Kd--DB5 USING ASCE 7-IS -AD SHALL, NOT EXCEED W MAXROLIM (ASCII - I/4*0 LAG SCREWS PER N DS� DESIGN PRESSURE RATINGS iNrt� 6Y StiMS 7 THRU 12, 14. 15. III. f9 & 20, - 7/16'- � 5)18' WOOD BUSHING, NS DISTRIBUTED BY ALL MINT SCREW, 13OLT A _SPECAI,rY CC IN ORDER to VERRI THL AGGIFE CONDITION, ULTIMATE DESIGN WING I,OAOS DETERMINED PER ASCE 7-16 SHALL BE FIRST, REM= TO KS-O� OES)C" WINE) LOADS BY MULTIPLYING , THEM BY 0 9 N OMER to C 1, MINIMUM 111READED PENETRATION �NIC WOOD OF TAPCON ANCHORS SHAKI, BE 1 112:' AND 2* FOR ELCO NNELMW PLUS COUPAPE THESE W/ VAX (A,SO) DESIGN PRESSURE RATINGS NOKATOC ON SHEETS 7 THRU, 1,1, $4, 15. 16, JEF & ;iO AND PANUAWLE FEMALE to IN ORDER TO VERIFY THAT ANCHORS ON "'IS P E 0 AS TESTED WERE HOT OVER SFITESa�b. A -F31A ITICREASt W ALLOWABLE r 9) MINIMOM THREADED PENETRATION Of LAG SCAFW, III T14F WOOD FRAAE UNIT SHALL BE ! 1/2', RG MPEADEL, PENETRATION INTO SnJCCO SNAL, BE CONSIDERED AS PART OF THE REWIRED T,4PEADED PENEITIAnas $TI POR WIND LOADS WAS hQL LFSET, IN THEIR ANALYSIS FASTENERS SPACING TO WOOD RAS SEEN DETERMINED IN ACCORDANCE WITH I,LDS. 2018. C 3) UNIMUM EDGE DISTANCE Of LAG SCREWS, INTO WOOD 54ALL BE AS INDICATED IN �,fS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WIND PMtSTANCE HAS SEEN VMEG IN ACIEURNME VATH SECT*N 1626 OF THE AFFINE UENTIONED TIME AS PER HURRICANE ENGINEERING & T_�SIINEF WC� REPORIS 96-561D 9�570 & 96-T30 A14D C 4) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE 5/8' 1/4' ­20 SCREWS USED SHAL� OF I T/2' LONG MINIMUM FENESTRATION TESTING LAS INC,, REPORTS #2032 III #2125 , AS PROTOCOLS TAS-201. YAS-702 AND TAS-203, SHOULD STUCCO Ott!37, AND 1* MINIMUM FOR WALL% WITH NO STUCCO AS WW AS AMEWCAN TEST LAS OF SOUTH FLORIDA REPORT 00219.OT-09, AS PER TAS 201, TAS 20, Mo I TAS 203 STANDARDS ' 5) IN CASE THAI, PRECAS1 SMONE, OR PRECAST CONQRM PANELS, STUCCO OR WOOD BOARD' . BE FOONT) ON THE EXISTING 2 ALL .IJMII�FJM EXTRUSIONS 10 BE 6063-T6 AALOY AND TEMPER. (UNLESS OTHFIDI NOTES) SEE SHEET 2 WALL. ANCHORS SHALL BE LONG ENOUGH TO REAC14 THE MAN STWJr,TURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN C. I) C,2) a C t) I ALL ALUMINUM SHEET METAL USED A' CLOSURES SHALL HAVE 3105-HI4 ALLOY. (0) ANCHORS SHAIUL BE INSTALLED FOLLOWING ALL OF THE R�COMFAFND)TIOOS AND SPECIF­jt�ATIONS Of THE AN�.HOP'S MANUFACTURER I 4 ALL STEEL SHEET METALL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL A710 A-651 GRACE 50 UNNUM. Q-60 CALVAUIZET) STEEL CESONATIDN W/FY- INS 5 "I (AFTER ROLLED) 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOW G INSTALLATION OETAI SHOWN ON SECTION I THRONG. to (SHEETS A WHROUGH III) ExCEPI THAI HEADERS (Z & 0 SHAU WINSE USED - � ALL SCREWS -10 BE STAINLESS =­L 304 OR 315 PJSI SERIES CIR CORROSION RMTAW COAT70 CARBON STEEL AS PER DIN 50018 III 50 PIN YIELD STRENGTH AND 90 FAI TENSILE STRENGTH A, SHALL COMPLY W1 I�QRIN BUILONC CODE 9 11 SRVAJ­ BE THE RESP0N$AS`JTY OF THE CONTRAC;OR W VERIFY THE SOLINDUCSs OF THE STRuCIRE WHERE SHUTTER IS TO BE SECTION 2"! J�3.4 ATTACHED TO INSURE PROPER ANEHORAGE THIS SHUTTER SHALL OPAY BE ATTACHED TO �ONC,Ar BF-OCK OR WOOD FRAML Ull"INGS 8 BULTS TO BE ASIM A,�07 CAt,VkNIZED, Slta� 00 ASI 304 SERIES STIMFILM STEEL WTk 36 PF, MINIMUM ,`IRD SIRENGIH 10 EACH REGLILAP STORM PANEL fflTI,I LENGTH$ OVER S'-S THROLIOR 12' 4'� AS PER SECTIONS o, 8. 9 & to ANO ALTERNATIVES 6W, I ANCHORS TO WALL SHALL BE AS FOLLOWS EMY & IM ON FHEM 5� t A 12 RESPE17TIVIFO� SH,AU HAVE A LE43OLE AND READLY VISIBLE MARKIWG NSYPUCTINQ OWNER OR TENANT TO SECURE PANEE0 WITH APPLICABLE REINFORCEMENT 0JRNQ PERIODS OF HURRICANE WARNING (A) 1qJXSM,_FQli%P SVX=f I I THE tIRSTA"TION QONTRACTOR I$ TO SEAL/SAULK AU $14LUER COMPONENT EDGE5 WHICH REMAN IN CONTINUOUS CONTACT WITH 'Q TAPGON ANCHORS, AS MANUTACTURED It, I T,W 0Vt_CLX. INC, FOIN t'._311Z ,I 114E BUILDING TO P", ENT WINOIRAPN INTRLI � --It/ /4 9 * 7,W �ALA-01 ANCHIDIES, AS MANLIIAM)RED BY OMALI INC iMIN. f'­,Wb FI.­.) - 1/4�O A J/4� SOLIO-SET ANCHORS, AS DISTRISVIED BY ALI PONT SCREW, SOLT e SPECIALTY CO, 12 -STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING KUS ANI EIVlJOING AFIO 7NPNC RECQ�t,QNS (M­ C-3000 P�A.,) PROVIDED By THE JURISDICTION WI PER047 is APPUE0 TO - IFT4_10 PANELMATE FEMI ID & PANELMATE PtUS MCHORS. AS MANUFACTURED 13Y ELOG CONSTRUCTION PRODUCTS I T ivi THIS PRODUCT EVALUATION DOCUMENT tP F DJ PREPARED BY THIS ENGINEER IS CENEW FN0 (WS NOT PROMUE ONFORAVI (-�' f,­1350 P­�� - IY4 TA CF TAP-OI ANOHORS, AS MANUFACTURED ST 7RU-FAST CORPORATION (f�­Saoo P A,) FOR A SITE SPECIFIC PAI ia, WHERE T14C 5111 CONDITIONS DEVIATE FROM THE P,LL, AA� MINIMUM EMSEDMENI OF TARZON ANCHORS INTO POURED CONCRETE SHALL BE 1 ,�14': 2' FOR P.NtII&ATIF ,EMAIE (6) CONTRACTOR TO BE RESPONSIBLE FOR tHE SELECTION, PURCHASE AND 1,115NILLAT,GH INCtAORG, OFE SAFETY OF THIS PRODUCT BASED ON THIS PE.1% PRq,nXD HE,'SHE DOES NOT DEVIATE FROM THE CONDIT."S DETAILED ON THIS DOCUMENT In AND PANEMAILIT, PLUS -0 I 1/1" FOR CF TAP -GRIP AY4CHQRS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR" WSPONSIS[IlTY A�) C`ILK-04 & SID -SET ANCHORS SHALL BE EMBEDDED 7/8* INTO THE POURED ,CW_RETF No EMBEDMENT INFO W THIS FROCIUCT EVALUATION DOCUMENT Will. BE 00145iUCRED INVALID IF MoDITIM, STU 0 SHALL 8�: PERMITTED 1/4- ­20 SCREWS USED SHALL BE 1 I/Z LUNG MINIMUM SHOULD STUCCO EXJS7, No T' MINIMUM I -OR WALLS, WON. NO STUCCO, AND MAY EFF MEAM SE.REWS OP. AU THREADED SCREWS W/o HEAD. III) SITE SPECIt'r, PROJECTS SHALI, BE PREPARED BY A FLORIDA REGISTERED ENGINE" OR ARCHOT,Ct WHICH *41 BECOVE THE W� - WING NOMS ENGINEER 0, BELONG (E,OJt) FOR THE PROJECT AND WHO WILL BE FIC5PONSIBLE FOR THE PROPCR USE OF THE P10 ENITNEER OF RECORD. ACING AS A DELEGATED ENG41EEP TO THE A 31 IN CASE TW PRECAST STONE. PRECAST CC"4CRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND 0. TI P,EG, ENGINEER, SHALL SUBMIT TO THIS LAMP THE VIE SKCM DRAWING$ FOR RFAEW EXISTING WALL Oft FLOOR, ANCHORS SHALL BE LONG F'NOUGH TO REACH THE MAIN STRUCTURC B&IND SUCH PANELS ANCHORACE SHALL BE AS MEIMONEO IN A 1) AND IN A 2), (tt) THIS P ED, SHALI BEAR THE DATE AND ORIGINAL SCIJ AND SIGNATURE Of THE PREFEMIGNAL ENGINEER 01 RECUiiI5 THAY PREPARED IT, (8) Alilcn = i�_,A= �,_L__99 'CON ANCHORS AS AMNUFACILIRFO EN I T W SUILDEY_ PC t4 SHUTTER MANUFACTURERS LABEL SHALL, HE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4' 0 A 7/8* CALK -IN ANCHORS. AS VANiOACTURED SIT OEWALT INC (FAN. I � PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9,3 OF FLOWN BUILDING CODE, ONE LABEL, - -500 P­ ) SHALL HE PLACED FQR EVERY OPENING, LASE(ING TO COMPLY WITH SEC" t?09,9,2 OF -,,FE . � IJA 1/4. 0 t`�180 SOLICISET ANCHORS. AS DISTRIBUTED By ALL POINI SCREW, SOLT & SPFCALTY cc R�ORIQA aUILONQ CODE (UtN 0 P Iii) - f,4-'Q PANIELMATE FEMME 10 AND PANELMATE PLUS 4NCIOFTS� hS MANUFACTLIPW BY ELCO CONSITIUCTION THIS, ORA"O SHALL ONLY BE USED TO PRODUCTS ININ V_�N P,,) % 00 OBTAIN, PERMITS IN THE STATE OF FLOREA /t� 0 OF 1AP-BAP AOCYORS� AS NANUFACfURED BY TRU-FAS7 CORPORATION '""I"I - I A, T14Z f-" .11 _ '. . 1.11 - - I - FLORIDA BUILDING CODE (High Velocity H&A,rlcano Zone) 2 1) MINIMUM VADEDOD0 ITT TAPCON ANCHORS. ELM PANEUI AND OF TAP­GRW ANCHWil. INTO THE Cc .,. KOCY UNIT SIAL,, RE A i/4'� I �, i I aXIII TERM PC X ., t i 20 CASE GALVAMZED STEEL S70RM PANEL I ' P 61 21 CAU; -N A SOUD�SET ANCHORS SHAU BE EMBEDDED 7 jli� INTO IME CGHCRET,E SLDCF, OUT 0 Em 0, 4 157 " = DRAMA . N T _r_.__1____._ — � = /_ , A. , . - y ��_ INTO STUCCO SJLALL BE PERUTM-D !/A- 0-20 SCREWS USED SHALL BE I 1/2' LORD MINIMUM SNOULA 9CCO . , GLOBAL N PRODUCM, LLC.1 "" . PROTECTIO '. _Z� IILIECIO,..� " EXISt� AND � LiVUM FOR WAUS WT4 NO STUCCO, S -%3 - ,_'_,� I GIA, -P - OF ---_J�--- - - / - - , ) ACIFT A, ­., . , ";_ _ , tA,M FL "J3,. S .. DIN '"'n WV_1 _111_1U1:1__r_.. rt� (_W_71`I - 0.)FRIF-61.1 20-176 Z�ft -a I . ..*' - , ". .. - I. -I-,- - - -,_ I . - . .. , - HETZ:��l -.I — I - I QA_000,�T`10 * � -TUT k "I - RE I - 1 : !- , - I - - It � MH=' OCATAL . 0 ­11 lzj �,-­­�, .� 1 a I INSTALLATION DETAIU FOR REQULAR PAIII & JA - INIQ EX15TING FOURED CONCRETE OR C,9NQRETE SLQCK STRUCTURES CENCICTE NKHGft C060CRIEN, ANCHORS � (Su %DoDm ON I SHEETS 6 TI,ROU;H 2) CONCRETE ANICNE'm (SEE SCHEDULE - --\ -11 sHnns a T­-Ouc. To \�- I --- ED, . I I I- ), - CONCRETE APONKFFS I -, ," (SEE 5C-EDJHL --i 1� SHIST5 a THWC� a) t , .�rf rl \ EXISTING POURED I' 1 I 'L , , ( Bia scNacm oY - EXISTING POURED I , 1 04 SHEETS, 6 THROUGH, a � CONCRETE QUIREb� \ - _�,� I ; - - � � 1i o."I ; 1-:4 " � �z -1 � D CONCRETE REQUIlEff. 7 - . , ,�Iii. '%,* e1__/.' y.. - .. _ _-, . '. , _ I W-PAG � -, , " , - . �:,, - i/4 " _J * 1-_� '.. :',,__,�',,`�,;-:" � �1,2� � I 1-% ��l i - ;�IJJ W. I 11 - ----* -A I - IF .,� III- , - � IF , 1 'A., "I -_ i- Wat . � r P_i:: `91I ED , I I /4 .... ___ rw , -----71-11 I I I 1 - I I , ___r.___JV____-t I... .'A' ."� I �131 I, - __ . - I- T ,,�� � �� * t ,a E,e`F"C PC`FEEI �1�1 CONCRETE I 1 REQUIRED I _(�) Z�,* I 1 .. a ; � t�) i a I ­-4 . I E.D1 ,�-, � - -� rc; - -NG -- : , i et. I I - ,� 14 co,* 1) 'I � ,' � �, _` I- , i . . ,� - -, . ; : - i F - � � : t a - - I ,_�111 CONCRETE REQUIRED, I I I ! . �1� ) N", � - , ',, �, ,,,�, -1 i � � �, �,,�, I � - " ��- , '�,, , -.-- -.1 - - ir"o �_ " , �,",,,J i 4'. I � it a I � AN I A& U" . Em" sm IF 9 _4";A; , _ ­­ ­ I Iz : - I I �C ­0 -I l,�,, L I '. - 11 9 �NA - SONVAIVA, Ytt am I - t 10 i I, l I I/2* cc, i T2 'A' ac I, I I ca sm..A. : � I-1) I I j �, AAAVF r ! I -IT_ 11 I .41, ; =1 1__! V t- [ 1-­Yt,A %=Patr I N r V., WAAMM, I - C1 ) - ,P "", I . GLAIC, I I � " .4 � � III T t i I � - L�� -_ - 11 - I- - V I . V -__� mv�_J i 9 i i I � � : '� I I � � � I ! ,"'i � . 1. ­7 1 ; � I : - ! i r (a) A - ! , 7 lt;, 774T.7 : I , , I , " - i ` �� I �1_ : I I A � EXISTING POURED E D. - 1� I CONCRETE OR , - I " , =In I M CONCRETE BLOCK " TitYAT TFILA, 0 � i D :1 i ; I d i � i I - t ! -, gl--W� � , I I - - At 9 4 , 4 : `_ I - *=,IJ`__ 11 ­' - . I I I I I I F ; I I i � I i i I I i I F Z i - - " - .1 Z-a. 777, I , SIEW, STUD :9 - I ,/Fr.v� 11 12 ,/r at " - I !I- - a --- �, � - '4 0,011 sRa . D D, I E.� �' E"SING POURED E .1 I �L 1 ,I "T .. EXISTING POURED -,' I - ; . - ? coNmErE OR - . c ' I "I . - � - - I ONCRM OR �', : I -,- - __ , i Ed t x § �, _ REQUIRED �. I 1 IY 1/2- CC , " I -, - . I r CONCRETE BEGIN - CONCRETE BLOCK � - . - REQUIRED � " , I - �� 1-f- - , I -1 7 !:=!5_ � 7-,_ 7�, � � �1'1 ­ ,__�: - _�� I , 1, I �_111 , : - EOu,RED ­� - , .,,� - _75 I C , , I IE- - A '/2 r, I I , I, SJAII I I I - J , EXISTING POURED I I - - .1 y . 1, � I ,­ -I' VKT. - I' WI,, -1 - - __ I-, - 14� ,,� -�- CONCRETE -5/4, - ". _W . REQUIRED � � t. PA tXtFMIPANU - , �� . _�: 1, ''; _�, � , CONCRII ___ � I r-IN SFACCEFFED I/ STU,, - at TcHI, Isa K ON 0-51 ------- E D, �, CONCROM ANOMRS , I , MF= FIN, � I '�, � I .. ANST 1��k A. 1 'A, 0''N'r- - ($EE so'Lovu ON- I , (SEE SCHEDULE ON I .. .11; 0 ,* CONCRETE ANCHORS , " � IT sHaTs a THROUGH IN a TH. U4. I .) SHEETS, a NPO`X;R IF) STEM. a TNAOU. 9) lli'�L G SCALE 3/B�I- 11 MQUNTINO 11 11 "I - __ 1IQN 2 SCALE 3111-1- A. ..-,I- soft -A ...- NM M� MOUNTING SCALE VS-" schdi 318- I' 1 -- I ----I,-- I- -- - - I , E,D. - EDGE OTSTANCE � - IXTAPAIA I 1-1m 1. - I F a) I i (SEE SCHEDULE ON I . r ,_ SHEE715 8 A 9) ! I ! I ! i _14 .Rvr IT i i � I U I 12L � 1 ,2 ,/2, ac :� g I TOP & BOTTOM MCUWINGS CA11 BE I :ffa_� I __ i - , '�,'- IT- '_ ��________A _��: :"�j',j��,R,��, , ""YoPh"Hint, COMBINED IN ANY WAY TO SUIT ANY .0 -,tfk A r/, "N 41 , I ... � I 1%, ��01-1' INSTALLATION. --- -1 _____ _,�� . i ...., 4� �1' \Acr)v ".. v_`G, , . 're ---:?, !� , EXISTING PDUREW � �- I , , - , -3/4 - Z � FLORIDA BUILDING CODE (H!2h velocity Hu cone Zone)l : CONCRETE . I R ­­ ct=D," - 1, E0,11FIED. ] = Mo. TLIT'm INcr I * = , : = = 20 GAGE GALVANIZED STEEL STORM PANEL CMUNIQ AND k2uhilug * . S-ol. :*= - !G-,;.),, ATFIrIF - = - ­ ____ , . - — _T_ , I — GLOBAL PROTECTION PRODUCTS, LLC. -, ,C5_=__�� - ,?�.�: ORIOP, , - _�., /TIL ECO,.. \ Mto SM. At VIFIE17 P 'FF." - C"'W"m "Oe" 5=0 7 'fiIJJT Trialwo . CHOWEI'Veto cowAw VAAAE, 11, =14 4 i 20-176 SCALE ��I_z,��_,,", - - MW-it - - I- - I. NO.E. N,U)SW-11"a. "At 0FHA"_M1 P. 1k, , -I- 315 CA-TIM.19 - "I I - 1­1 - Ou"N; .; IT ........ P1 ;,�-.-V- .&TER " LQU � ,;Z _-.1 a 'i j ,�.,N . UML , I I - PROIDU C LEYALVAUCIN RLL��N 2 �. I 6.MUgRIALCHARACTERISTI AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated oil sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. . IMITATIONS A D CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document f P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr, P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on -section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillft, Jr.. P. E. (Florida License No. 44167), President of Tiltew, Inc. (Floirkla CA-0006719). `N%'�'t", N Tk " "A, %_,W�,",s- �* . - ,\, , " EN �.�� , . Y- se .. 11 � . ;�. 44167 . %. ; ---:��,* ' .- * I I I % STATEOF .",9: VI D�% TILTECO AD MON REcORDS I P. E. REPORT-20 k GLOBAL PROTECTION P ROO UCTS, LLC � 20 GAGE GALVANIZED STEEL STORM PANELI, DRWO # PO-178\ REPORTIT20-072"I /T1-L I E C 0 TILLIT TESTING & ENGINEERING COMPANY - - ­ __.. I - ­ I __ ­ WALTERA, TILLIT, a, IYE� filteOD@FLOLCOM PRODUCT EVALUATION REPORT EL,M.RT Lk­lt� 4416? CA. L-P,N.. 0906?l 9 REPORT NO.: 20-0727.02 DATE: July 27,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels FRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: ralobal PrQt6ct1on_PmAuI;tt_LLC 4800 S.W. 51 Street Davis, Floirida 33314 1. PURPOSE OF. EVALUATION: This is a Product Evaluation Report Issued by WaltarA. Tillit, Jr., P.E. (System 11) -4 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: 2,11. PRODUCI EVALUATION DOCUMENTP.-F.13 -) Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANELI", sheets I thru 1 8 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr,, P.E,; dated 0712712020. This drawing is an inte 1104,F)p %#TM ,is Evaluation Report. "K �� . Q/ N, ,$', bV . t ........... �' ,'I - - ---��_zL�J�--�-�14 � , - 7� ,-, 4, - -*= � ,_ 4A -L-1 * , = � AA �r ". !;, ,,n*. I S-r I - � I Z , I. - ,0. , ATE OF ,.- ZZ S, , 0'"'. ,t� �,:, �,C- .., O R 1 I3 '?, . - -, ��' 4z, . " i "I � �� " , 63 55 N.W, 3 6th Street, Suite 305, M�iatcai, Florida 3 3166 - Phone: (305) 871 � iSe�bA��4 -1531 . CQLAPONENTS FOR RE9ULAR & LIFE SAEETY $TORM PANELS (SCALE 1/2-I-) - __ �, - - - __ - - - - - - - - - - � m I W Itum WaTH) _ ­­ I I 11 '­­­ I _7 - . I_- I— -- �15,19tii* (TOTAL WI - - - -- - , --- --- _ - ___ .____ -.....-- - � - . 12-SW (EFFECTIVE *0714) - - I ____ � i � I -1 -- . - .. 11 6 1/4' - - ­­ -- -, , � � ­_ I---- � --- - --- 6.2,50 -_ _­ ­'. � i I --I 3pa, - �­Iw­ !/.- � �, I . , . I , I I I � I ,,�, , - _"`� F - - ' 0.0361 MIN, THICK _� ell , 1� \ � W, I I ,�r I91 . GALVAN14tO OHL X, ­,�P' - � 'I -SOOT , 0 � �,�!N �� I , A � _____ " 7 .1 , �0- " - HE00"aw , I 1 � / I I 1 I I e L -) 13SB'_ ,^, , I 74C`0� � -1 ", I � !1. 14i, , �, ' 1� - .1 �?=�-' ,I _t\jkl� ,,.-. ! -,,Soo- � 1A DOM, MIN TRICK -1.350- 1 �A GALVANUIE15 SnEl, I - - - 11 A��03 � I * - --$IA_ 1 � - So NTMQ:V,,,/­ CX HEMMED A� I H Ell, e � G-60 oALV/ [M / I 21ODW � - - *� , ,_ �, �HEMMFED TYP 1 --1:R,AJ`, CE A, I--- _ ___ - ____ - � ------ ASTM A-15" - 2, \ \ I GRACE -10 Mao" itnO . r 1� % ", C-00 GI . 48JT - __ I \_�/ ,_ �, �� -1 ---- I 24'k,l rep. i HEMMED , , DETAIL, �j� I � ",1 A! ; licTAFLT N _1 I ----. '.8 Fly I 11 I - � � � - _ � __ __ ..� � � I - Ir3so - - - ___,,,,SO`_ : 71 1, 5;. (D U-011111-FANIEL 0 END STORM PANEL - ,2.1157' - -- . : r - 3c. ""I , Awn's ENS up �', I . -_ I t�mi � . - ��'. . - i � . ___ -------- ­7 - 1.250, F 2�187' - I too. Ot O. il 5-' le - .7to, - A -M 12f "".-20, ;64 W/ 1,1194" EVI - �� ,." I 12�� _--­ , ,- - , , ,�' - - -�_ I < � " , /I � - i I �100' pa �� - I , .M. . -ac' - `,- I - I , - -, fooff* ---Ic-*T- ­� i " ­ � 1�� SINS - .0,93 .091, � 1��_, - -1 .M.- i I ,----I 1 , IF ­T- L - I I L.." - � -1 25. 2 CEO- CSI: 1 � I Mo . -tso. - 21, , - - -2 .I.-S I S STUD ". STUD AWTW I to ANGLE W`Ena ITO � �K� 0 10 ANGLE . � - � , 2 /2 0 C. Ci __ 12 IP' OX, , .� 7 - 1,500, � . I SZ .039, SEE ,; a :::t ; . , - 21; . I - I >B-M �4_,_ - Ei, I , I P a 375 , " -q.- � .m- k­ I- I `� �� , HILUIA, - [,�,,] I "' S - _k, ,� - I A -_ r � I I IT'., � I �'. i 4 WWLI 5, L'i ft7 _� 94 I L I I Ii � - " � 1;1 - ISONEIRIC , ' , � I � I VIEW DEIAIL 1- 7 �� ­ - M) a i;a; � ��Y!, ­24007 - - 5, UPI, -- ­-­ ---' � --Isoo' - L­3�%O'__ FOUNDED CORNER - - ". Don, 0 ENDS Of' PANEL's END UP W1 HEMMED EDGE. 20 e (N-Ts) ER f-'i"t I, �- -Z-HEAM (�) ANGLE (�� ANGLE WITH STUD @ ANQLE WIIH RMN&AM I- VARIES I I IU I'll ; - - __1 '/I, a ./IA 1 ;P � � I : i ! 1 - ct.,,,. 4 , -: --!--* i - __ . 75 1.407' ,3! . /�z D_ TYR, TOF EDGE �374' 09C OF PANEL 158�,, - - t . ---. - f I I IF �, I_ _rf A �,._ �.._ - 'IL4, ,m* .158- - I ,�Ia- I R" -1 F - - - I . - 750, -_ ". ItI�A'#-20. 304 SERIES __r - STUD Sr"M TO I � ANGLE a 12 1/2. cc I 1 . 4 HOLE I" 625* - __; I I - I C - ms I_ - - - � , I ) __9 1) 1671, 1 __ ' * . I 003- � -�E­ - - it 8.1 h====-_ i I.vl- � - - I � %, I I.. 10,15' r t I - Soo. imii- ,-­ 4/16", Q OFEWIMAN'Ta'"CIATT RIAP - ____ i .95r - i - - IS- t t � zaa* ! t - 1 7�0- I 7. 000' , - r._11 W. .. \-� KEY HOLE WASHER - ka) i - - --- 2.000. - ____ __ sii-. J 01547- - ­ITYP.) -=: � �r-*' "E" TRACK ANGLE (4 3/-e* *r TRACK (7) DAI RIAM � � 0,03e, (MiT.) -1 - D94 'J aALVAmw.Er, sire. � - /' - - , - _'� , �J - Istilit , ,�­!. ,\ "A"Hin T"'U"Y" "� "WiN � W1111i S11,110 I 14,` IF LOW. : - ! I ; i 11 \ , ---I � � 1 1 , I '37 4 5`0 1 Y,44438-0 6751", f � 1, I 11 . I, V1, .I ,, ,%­`-'V� � . ...... , � , �3.( .� �r­- `.!.f;"1, 1_*�..111I�Qtfylye -..� I r I.. i 14 r - ' �8 - _-P 4 - i 44167 % I 3 --,�� - '. ,; -1 �i 11 ltlo� - 21 / .1 '.* E I I I , , , 4, -- � -­J I I Ic _'. * : = FLORIDA BUILDING CODE (High Veloolty RUTH cane Zone) L I I .. - - __��j, � I - � Der, � ZAMAKE NXEM _ "t- ED WING NUT ,jS!' .7g,S� IFLAFT - mi. -f— ffm —,,,,, 1�- - �w 1,1$1_1 II, 4; Z - 1"0,-. A , 0� , t�r PIA" TiRca WC, __ __ 20 GAGE GALVANIZED STEEL STORV PANEL I . W"'I 01, ­210001- - I:* 011 "_1 , , . KEY hig" TiO.� , , 9 - =�___ %, ,,�'*%A � __ _�_ � -,- --i� -__ `K`1� " " , 0 7 "�I_,� __ IM C 0 �,.. � \ / I TL GLOBAL PROTECTION PRODUCTS. Lli O7/W,Tct!`G "M Sw. 51 5TRED (1) 2*X7*Xj IA" ALUMINUM AMU ALTZRIM11.11Y. USE ..a FAJR W/M MONOUTYK WASHER Wl ADDITIONAL -101t, , �? 7 �� T IT Turma A, WA,031ING doot"Amor -"- - - - - - - I AARFA - "-I- - "M ­- CAM , P� CO. -,. =t" 20-176 A " (915A)"aa-z"El � - 7/r#.3,CF2' FPSHE* (STAINIM S'M CA NICKEL P'TES SDrL). - � r IK,AL/%NAnWya,IF: - CA-.HF, - Pr- - =z . I I A- ­ %_.. _.. j. - L". - - I I - ­- M , 2 or " � I - - - I I I , I - I—— - INUALLATION DETAILS E98 REOW � PANELS CD & LU M QD.%M- WYLS FOR 18MMOIN IN NM INTO EXISTING POUREQ CON LQCK aIRUCTURES 0KRUE RM OR = ­" R ,�� _V, - YAUD FOR KM& JIM SNM AND E=Z HIM SM PANEL EMN : WUMATEO PRINIFLIAMI! FEMALE a CONCRETE 404M __ 11. LUS OR OF TAP-GFUP (SEE SCRWUU ON , ,, 121" * JIF"Del, I FEE SCHEDLAX ON SMUET A & Q!) SHEETS a 11-PRAMPI ;) \ .�� , I � A _� - _` T, I . I I 11 - � �111 .� - i � I t-, % f , 4 AiiI 1 � I - 1/2" 11 - - _47 ".. � - � --- -- I t I �, �M`11_ 11 - � I _:1�11 F i *Q' & ,Y,_ "633 . 11 - , o mi I I I i . � - I - -, , =-=?=_= 2 � 1 1 1 ,_MqAL_ ___ - 1% - I I I : I E:0, ,�,,',, C4,,t I F100 - -=%.-' I A =PGAFAEP� . I I 1 bi I I I I I - , =. -_ , I . 1 L, � I �_ , t- �ll_* REQUIRED, ,� I I 1, � I � I � 1 �',' ; .L /--\ , I , I T � I., I 4) � ­= � � i I i E.R 'N I I , ot,g, \ . -, 11� L--M-(p �� I . - . 1� � ,�/ j"i ,---/ . I ,�, ,;�A�44`­�F` . - I , Z? ` `_ f. I :.".. 1 t ; I I � , , -I- � - -�Ii :,, i ! i S ,­'.0 � ,� _1 , r. -1 ­_ "I - , *', 1 � EX I 1 I,.;�r ­� -i - - � J ff,v.mam- =`=- I - �!) 3i ; � I. � I is, � 1. - , " L�,_ � 1--mi 8 CONCRETE BLOCK I � I REQUIRED I I I I "---,4/, I - - - _.Htt� - i 1 4 � "S (Dot% V, - �1 �J'". � ,I i I . .� -1 - - &&�Dou) I 1.0 � � - - - 11 I I __ I ­,� ,-. o- = ! -- - � _� - - , _ - - , - '! I . " I I I I � I .I.-VII, 9,� 1 4 Q&M4RON) I -t to 0 "T", I � A AT EXIT I =__4 i � 412-It-4 -74'r I IF ! .W% " - I - i � It' - 1, I i IME IC'UXAL =. �. AI`IP­. I= -1. 0 * ;" 'ItTioFt A INH, � I � , - , - � y., � I I V,�� I I I 1 1 ; I It . I - . .. � - `--I G`19_1_ I I AFFAM (1). I I J Sn�, ! -(T) , I - - I "" - 1: I - I 1) I - � To GUAM ; 1. r . - I*--- i ! ,-- It i - M 7=tt [ I I I T/A""` i = 11 . . / - I I - awd- i .1 - 1111 - 1. I . I - "/� .. 1 * 19-1 -.'f1-0 /�- . : - ! 1 �, -7777 � �, N11 - '. I I - 7,; -, - I ... � 1 . 1, - W —1 07� IDSPING POURED ED , I , OR - � I'� . , ; I CONCRETE � i I - I'll / � I t _., #_ -it 0 1 Cc"RE E-D CASE C (Plit" ,- AQ,UF'EG DUK9 - I EXISTING POURED I I , . I - Re- i I I SCALE 3/16-1- CASE 0 �PLRQ � GONCAM� CA I j � , ­"_ __ - __ __ __ - SCALE �116-T- 1 1 CONCRETE BLOCK 1�� -I i4w:L� - - � . ,_� I . ; �11 I I a I . m � , � -- 2�_ 11 � - I . -- � _. - - - 1 -7 . EOUIRM, I 4 /2 e� ­ . " Q5�� - I - . J -W4 . 1� = - '2' . 11�_, , c I -. W.Ma A,- -��, C�"_% OR L 1 4 , GA - 1 .1c, . - XF , , FIVAU a ARE, - " CONCRETE A4010" . 4 ­- _-, , �L � " � , " �.,,,4""'­,,,"!��i �� ,,� - — A., , . Te K's OR OF TAP -GRIP 4) I , , k � I I - -1 Ital $0.131mm ON m4s .) � � . SHEETS a A 9) WA11,F4 0 QUNITING (D.M.) - 9 I ,� 0 1 6UlLQ I `�_ - ' "' 1 --- ;: - ., �, I IN t9b - "CA, I , 74 ,Z7 I u9MW W __,AVaAIU`LAPi - "­U _\, ", 1. , aft'"NOWRO &a, -,-:!/, —= NAA41=t. AFPPA P, A. N.A, ­EOCIE OF Conw. * NEW I' WIDE I, VNIL" . 1�5' . 0-0 I Opt-NNING � THICK ALUM. TUBE 09 I' A - I Q r1w swi, I—, ,� L' I 11 �__ WOOD BAND I I EXIISING T=COY P I WOOD PLATE SPACSR 'I � I ...... ........ -, . , IF NEW I' WIDE , VARIES , 1/8' �,� ! --(D I I ..... I ""'Al I I -_ I I AWW TUBE OR I' A VARIES :,�,� � I %00�N�. � -/ .......... '.'.�� F 1_� PT WOOD PLATE SPACER ": " � I TOP & BOTTOM MOLWINGS CAN BE I i - BEHIND TRICK 41 -1 I ­1 I � . : . , : I COMBINED IN ANY WAY TO SUIT ANY CAjWNN) . - - . 1 Xr DOWIRM AhFcNM I - , INSTALLATION. - I . , I tsu Sc"OFULE ON �, -1,, .I �_ - � 11 n, I , � I , - - C-, IRACKI ­', i I � 3 SHEETS a Tw_". 2; � " 4, R k TIq I`%. - 1 t , .el _ I- . +0 (b �rr C=­ 1 I� _­ . . . � ...... r _­ /,?� N,, _44 A'- __ * EXESTWO ___ - - . -1 101- FLORIDA BUILDING CODE (High Verocitly H. Cone Zone)l ­ C' iDrXED ,_" ,AM, ,K,cO, ,,C,,,.r ACENS�� " I — - ", -, MACIR, I30,1 T0 OF - - - ,_ .. �1 1 1/�2 W,, " , S 'K q Z . 02M RUTCA, MY, ", CONCRETE aw, - rGUA, 0, ON I" "AP, - ' 3' M... REQUIRED, � TFAW. NM . Z . 20 GAGE GALVANIZED STEEL STORM PANEL DAMAN W. N 44167 -,� i - . ­________\ 4 *� A, C_ - ��L —0,.. Z or`� �'i Ava/ww �, SCULF 3/8-'. , -,.-> GLOBAL PROTECTION PRODIUCTS, ULC, WE. S-O'. 5 " .- 4 -. / 7il TIE C QETAIL EOR 5MEn REQUIRE 1Q? QR 1;� J� 0(0 &. 01 STREET . IS - 1�� . . F DIA., nun TESIFINK, At ZIIi!==f C= WE. n, I"'. 7.0_i7li - .. ". PROVE, (Fe,H)""'N"N. FAN, Oft"N"-sm . ; III , ��, .0� "%4�,Aiir . - , CAA, ­1 9%�MQMUNQ - - � Ni TQ . I .1 DO-7 _�, - cA-00W,FY - ;;i;;�T e"', PA. h X4.*&/ucNA7.Fx/MIr I fit MAO WALTER & TILUT 4r PJ� I �� � �-­ '1W -,a , . 4 WIFE, � .­-+ -� MW S � __D2&.M,, I RRODI EVAILUATIONREFOR � I 1 2 . arge missile impact load tests were performed under SSTD 12-99 standard as per section 1609,11 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared lyyArnerican Testing Lab of South Florida, Report# 0814-01-01 dated 0$111102 witnessed by William R. Mehner, P.E., Borlz Moroz, PIE, and Henry Hattem, P. E. and Report No. 0219.01-09, dated February 25, 2009, signed and seated by Edmunclo Largaospacla, P.E. and Henry Hattern, P,E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 OFF the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. GCM-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 QG Metallurgical Report No. I OKM-1 311 8, dated December 1, 2010 signed and sealed by Jerry Jaciolanot P.E. as per ASTM E-8. ZAIITRU(_:�� �NGCAL�I �_, 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 Tilteoct, Inc., dated 12/1 13110 and OW27/13 (for this revision), signed and sealed by Walter A. TIllit, Jr., P.E. 3..MISSILE IMPACT ItESIS JANCE: Large missile impact under section 1609,11.2 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, I 1, 12 and 17 of 18 of Product Evaluation Document (P.E.C.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 1 1, 13 thrul 16 and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verlfied for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. PRGDI=, EVALUATLOX"PORT NO, 20-0-127.0 't 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 1 8 of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6,13, 14,15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6-MIATEIRIAL-CHARACTERISDQ �ANDSPECIJFICAIIIONS; Shall be strictly in accordance with General Notes and Components indicated on - . sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), drawing IN 20-175. "In, It " Anchor specifications shall be as indicated on sheet I of 18, of ProduqL_.. / - Evaluation Document (P,E.D.), drawing No. 20-175- _I1F"`P .1111pleit = .1 C, r- 7-LMLT—ATIONS AND CONDITILDNIS OF USE: - *-;; I= - W -= ;,, L.6 = In 7.1. Shall be strictly in compliance with General Notes No, 1, 8 thru 14, Indicated 0 .= 1- - 1=11. L� 6 Ca. on sheet 1 of 18 of Product Evaluation Document (P.E.D.). drawing N� 20 175 . _100"' = to r- - -0 c prepared by Tilteco, Inc. and signed and sealed by Walter A. 71111. Jr., P I I 1. _Z� 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE Z cc C - I ' in -= 0 W � as defined on section 1620.2 of the Florida Building Cocle� .cc W 7.3. Product shallonly be Installed into poured concrete, concrete block nd 3: - 5- - E 'Pl wood frame Structures. CP W ,J W - 3 cc _ Product Evaluation Report prepared by Walter A. Tifilt, JL, P,E. (Florida License , = . a 5 No. 441167), President of Tlfteco. Inc. (Florida CA -0006719). :5 .. ZW -till"IIIIIIIII., 4 I g, �VN- _­,-,f/- -,, �*��,' , " 'S, ."", CEN `�-�$ � .­_�� 1 191, . - iz_ - �_­_�---�­IR4-ii . 7 .3 -,-�'- - , 7 'i 54-i To-z- * : WATILL I , - . D!1TILTFCOAONION RECORDUIIP� E. REPORT.20IGLiY8ALPa&o NN P�Eg S. �v , GALVANIZED STEEL 97ORM PANEL I,DRWG#20-175� RrP0RT#_-0.072M7 '­ �` -41 0, � , ORM ..,,Z; k\ '-,. � r6 �: ......... �-"C-4 , 1/4. 2/4, 3/4, 4/4, 5/5, 7/5, 1 -*lW/10, 2W/10, 3W/10, 4W/10, + 6/5 5III 6W/11 & 7W,/II -3. MAX�___ ... .. .. __ _ _ ANCHORS: FOR, CONCRETE SEE SCHEDULE ON SHEETS a & 9 3, MAX- 1. I - __ - - ______ . MIN, , Sr 'GOOM,. MAIL MR WOW sa S ON SHEETS 10 & I I I I - � ____ - 6 0 . 0 6 _� -_ I ­ -I -_ �`-_-­­ ,--,-- ­F _1_1__T___-1__T_ �- ­11 _ ­ ,�N -_ ____ -, _-, - -, - D MJ 04-I& �__-_-_, -_ . Y_4),(�), T, I 7 - 77 _T._T__­_,_7­ I � If I" I I --,-- I l I i I � i I � 1 1 I I I � I I L - . r_,­.- � —.,..r-. r__7­_1 - I _' -I , 'T ! � ! � I (D+(�)10+ @.@T I i r I ­_ - � � '7- , , I f�, ! 1 I 1 I 1 � I 1 ! I P , 1 1 1 I I I I I I I 11 � I ! I I 1 3 1 I I I . I , I 1 i ,a I I i , I I � 1 I I I I s I i I I I I : I i I ; I L I � I l 1� , 1 ! � I � ! 1 j 1 1 1 1 1 1 � I I � , i I i � I 1 , I ! � � ! I 1 1 i i �,i � � � f ED H --t -, I - ____ __,_,� 1, 1 � - i_i­ -, i _� - - �_ I -I __ - �_ i- _L__11� I I , - -JA_ ---! 9 a_ , - - I ­ - i _______� __ - - I � " - T - -, I ­1 - I __T - . I - -I'- - - __ � , � i . . i T � � I . i �l 1 1 . . i I � 7 I ,;I I . I . � - ------� I � 1 I . i , ! . 3 i � � I I I . t I I I i i � X_ I , - : I I I i ! ; I ! I l`_N 1 -4 I I ; j --I - - I , ,!' 11 -, L, . I I, I - - -.1 � t f [ I . I I I I . A' I t - , I A , I I - I 1 , --. I e . ; ; ! � I I I , il i , i i � r 1W ! I ; : I I i � I 1 . . I ; I � 1 I I I I I I I I 1 1 I I � : ; ! 1 1 1 ! I , � i I I 1 - t ­_1 1 i i i - - - - - - - - _� - - - 1, � � 1 I j I I E � I , , I i I I I BOLTED PANELS W/ 1/40-2091 � I UNBOLTED PANELS I i I i � . , I � il 55� U.S. so �, I i I I -1 _� ! I El W/ 7/5- ,e 3132' I (SEE SECno AS r ; � I I i I � , I i � I I WINGNUTS 0 EA- OVERLAP i1 I APPUCABLE) I I E . L i I ! I I I i 1 � � I i : I I I 1 (SEE SECTIONS AS APPLKASLE) 9 I � � 7 ; I i 1 2 � I 1 f I I , � I � � � I L_ ; I I � � I A � -, ___ __L - - - �_ - L � - �� - � _ ,� ; ____.__ I I -- � � i � -, I 1_ I I � t� I - , i - -_ ; - - I ,,, ,I; - - T­___ I - I ­ - I [I I 1- I I - -I I 1, ­ . 7. i__ 11 - - -_ 1 1� I � , I I I . I I I I I I I ! I r . � , � i - T I z 1 I � to � I 1 I W l I � I i i i I I . i � I I � I i � � � I ; , I I i ; I I � � ! ! i , 1 I I I I ! ! � i � i I . � I I . � I 9 I I � I � . ! I I I I I � � I I I I 1 l � i I � 1 , � I I I � . I � ! I I D,M_q��@.C41-_(&_ - k__ I __ I __ --- _1___, , J_ I ot t, -_ ­ -- ! � � - - - - I L. � 1 ��! I IIJ I.; - , 1�i 1 41, " A I � . jigit iii 11 I I � I I 40W 0 � I I t li;,` ! A I (a)+4).4)4 ii)-, I_ ­ y AW 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 3' MAX -, 1* w 1. IN �SIN/10. I IW/10, 2W/10, 3W/10, 4W/10, 6 6W/II & 7w/I I I __ __ __ ,- _ - - - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 9- I I - FOR WOOD SEE SECTIONS 04 SHEETS to III 11 LS �J & 1-4) ELEVATIQN NT.S. F/4" UP.. CAN 2,61r -Ij- (MM MIDILtv -1 "�Iolf WLUT7 .A,; 4 I I I—— I - ___Ll� _-, - " �', 1 =nsl' ------ =L____�, � _. _. I/" , "___7 , - =�=�l MAX GAP � 0,%Y113 , Z - . _ It . i "I 1- � J:� � , "' -, V, R,, - I ". ENS;`-.T !�t I FLORIDA BUILDING CODE (High Volacily Hur cone Zone) . , I /_*�'!" DIANN SI . is entao TLTEFD. WC, FIP J - 20 GAGE GALVANIZED STEEL STORM PANEL '*- � - - --&-A * I I � - 5ECIION - . * _-, - /a/." N-15. a.0'. A'E brIz - -1 GL08AL PROTECTION PRODUCTS. Ui c" ,, C� . - WG" it'. 5 "'NOT � ,P, - I I L =14 - , --o,-- RkX5�. ' o�, r��­. .. �11 �77 ORKNFA; .7 ""; S 4-r IN FAX, (_)Me-e,,,? 20-176 At - ./sa, I . . HtHrI604 AND,, 3 . 26 . I I I - - '', - I- I INSIALL91QN DETAILS FOR REGULAR PANEL 3 & dA INTO EXISTING PQLJRED CQN f,RETE OR CONCRETE M9 _UCTURES -K..M ANCHORS� FOR CONCRETE SEE SCHEDULE ON SHUT 9 CORE; REM __ _PQLM CONCRETE - _-DURIED CONCRETE __ ___ _._____ _ . I ­ FOR WOOD SEE SECTIONS ON SHEET 12 1 , ARUROD CONCRETE Stock � OR CONCRETE BE= � I OR CONCRETE BLOCK 3' M..J 3, MITI 2-87' 1 : REQUIRED . I CONCRETE ANCHORS � - (SEE SOU� ON . REQUIRED __­_r-"-MX-1"QW` - REQUIRED - I' 1,61 (MR CFTRLAP - - i VALLEY) om I' WIT. . - I SHEET 9) I ; (SOE SCHEDULE ON 9) I 11 -- D.Id, I i W/d I I ! �11 SHM 9) I I ­_ - sNev I ,,, I I I -- -- -- - I i i 0 i; 1*11� & � I S I I r". '57 ­jjr, � ; :: . ! . I i : I � -I I ,� ", . . I - - - , :i��11 R i i I ; � I ­.- I j I ---I _41R , r r- _;� 1 1 I I 1\1 - , 1 ---- lr_i :M R � . � - I I I . � I I � I . I - . � - � i , r , , - 7 T - 7 I � , , � 1; - - � i n � 1 ; . 1, i , . � I ! 1 1 , , I [71 : I � 4 I , 1i 1 , � ! ! � ; ,Z,� I i ,�� � I ,� � � r :�,�� ! b. : I � I � I I i " � , I 11 I I I E.D, . ", . - . - ! � I Ei It �, I , : I 1 1 I � � � ! I �� , ; I � I . Sol I I ; � � : OF V � . I : I � I � I : " � , I I i MAX i : ! J �,: 11 I - . : 1� I I --a I -, � I , i , I . , � i _(3 ,, I ��'., , - - � , I i , 1 , 1--a I ,,� � - I I � - , __.' 1 - I - ; , I _'' �- - ­ __ ------ ____ - .1 11 � -1 --- �4 - .- - . _ - ­_ ­ -11 -- - � , I � - ____1­1____­_'1_­1_77 _,I_ I , I I . I I I I � I I I I I �T 4 � , , � � , , � *�i_ , " ,,4-,,,,,,, ­�', i � "" ;j=� I , "I 4s ,,,��T 4 z I q I , �,, � , I I I I � � i I , , 1 4 � �i­_, I , I , 1 � ; ; � � E, � _�_ I I I � � PIT, SWAAl"Fit P, � I I L -VANAWMATI I ! ; � - "i " Til � � , ; ... A 6 I - - M__ i , ',a I I- ='% - � � 11 , ,a , I- ��M.ft � I R , 0 �, !� ,ii, I , i ,4 � f � � I . . I I ;I . I r : I i , . � L , Ail �4 � I I - I I g i " i 1 INFO, 4) l 1 � t6 p I I i 9 � � � I I ; � � � � : , ; 41 � I . � I , 4 - � I ! ; I T V I � . , I , ; , , , A X, . - __ 11'� - I I . 9. ,;, - I , � I I I I [ : ,,,-_XFA,- ; � I I- IV�, I - � � � 'W 32 i -_ I I g ;0VINLAP. L�* � I II I -W.I., I , ,I� - , I 1, I Taw- - I— .. IF �Aci i i I 4 - t, �i a t Y. ;,/,-_,FFP,- I . 1� - 10 17 n"A. - '�- III ff W I AUTIOCACH - I a It ,> : § � i � I - � t � 1 3 , I I , I i � 1, - F_ � I 1 � � , , , 1 ! ot"'k" I . ; ! '� � - - : � : : � I : � � I ,V �J � I ; I I :1 i � i I 1� � � I : q - I - , : : - - ___ �. _:,� - , I , ___ _ A .1� ,, - I-- __ - __ -.-..---- ._ ... � � " � I � - - _ � -_ - :� - I - _­ - , - . � I V �� : � i . � I I � I I : I � I . I i , I ; 11 . I I - I . � 11 it � I I , .... =L-.- I, I I I I I � I I 1 : I I ; � I 10- I i -F-t- �_= : I" =-� 't - Or ILI I �'t, ,_ I : -t MAI I VAX _, !r, � 1,"-, . : _ ( I " , _13 _ ,:_ _ , I I I 71 , 77',:�, I , I � , I I � ..�, I 1 I . I I =/lul, I -, 1 I � � Ef ,� I � � ; I L I , I I I ., Toca ,D� � I'll . I � g I I - . =,-� SOX : � OF "Ll ! 7!!!I7� : � MOIX � "I I (31 � � ��, � : rp - : - _-_� . - I - - 14 1"Ift 90 3. a.. - S, ANY, 0410 - - D.M,4.6 1_11011.11. I MW I' MY, _,_ , AN04ORST FOR CONCRETE SEE SCHEDULE ON SHEET 9 _ _ � __ FOR WOOD SEE SECTIONS ON s"m il a REGULAR STORM ELEVATION , , IX " ,: , Vm=,, � ­'5 I - ac, I e I L-C-ji�, !�* , , � f J. - i L' I 11�a i $ � i ,� , - L, I,-- - 1 , � I I I 4 P5001 � F : ; -, � I I . � � I : - t�, , - - :�'_ , - I - � t W I/32,." - 1/4' MAX� GAP 2,67" _71- , - -_ -1, I .� � � .'z ­_11/4' � : ,,, � - - - i ,�,� - I I "I, 4 F 14'-2O.V4* $ I I I - W 7 3 WING N 4 _J I-. I[ . ; (FAIN, OVitAR_-1YFH0L[ "LET) �..­ ­ � ­_ ­=_ ­­­� z=, ­­-, `­1=_1 , _ __­.11__­1 � � I ­ ­�. � ­ -&,A � R I � 1-1 rCAM ANCHORS PAMaED .� I I a 12 1/2. a C. I I i , CONCRETE ANCHORS - tsm SCHEDULE OP � CONCRETE ANCIIORS I (SEE scitimu 04 ,/4* I SHEET 0) � - - --- _ , - -- _- - � _ , I __ -,. __ MAX_ CAP, o 3 1 STUD (SEE SCHITINTLE ON S�w IF) SHort 2) � I - � M SE Ra OR .- 1. MACIE70;a �E I ---- Wqftm C= OR FIE SLO ""'I"'Er, . 9M �� ,(UP-) RIEWRED 0EDURED PIRECT IN ON SEOON D11111= AN ­.".^ N—I... lmi� I DIRECT MOQN3)NQ � INSTALLOON SECTION I 0 SCALE 3/0-1* SCALE .3/8-1- 9CAI M�.J;,., " A P'. S. Ir, I . ... .. '.. ,C�,.,... FLORIDA BUILDING CODE (High Velocity Hu cane Zone) E�D. - EDGE DISTANCE (SEE SCHEDULE ON INATIQU VE_S=M TO P * BOTTOM MOV"NGS CAN BE iI .1 . % . 44167 " Z = : . IF = ". I *: * -- Z a - !� ,0*-. 5 E U ---.' - G21CO PI IK 20 GAGE GALVANIZED STEEL STORM PANEL __ � � I - - - GLOBAL P ROTECTION PRODUCTS, U.C. ILIECOm.- \ r.P DRAWN W. V?M/20 GATT - SHEET 9) COM51NED IN ANY WAY TO SUrr ANY INSTALLATION. I; .P� / AMID III.. st STREET 11 � � ='� ... I I- � nl-;.�- / , 'z�� ­,"-w - N NA , FAT. WT7_4 9K5"==AF%Rr11A. PHONE, (FW4 roa FA, (.5.)Wi­FRFFT -!am.-- 1. 0.1.1-Tal �WI ­1 -2 20-i76 IRAN" NA - AFFA I 11, /Och"TU-Clak"I, 111111000 = TiLLIF, 11., PIE LL_ 1 4A147 � ==_11J I - _111IIIIIIII, (D W C_ U) _0 (D -F0 > 0 (D III= -@` ` 0 :3 _0 &_ (1) a) L- CIL il� C: 0 0 L_ = '& CU -'(--' .) -0 (L) -iI­ a- Cn A (1) ­t- (1) -0 0 C ) -0 - _0 = 0 c 2 c- — q = —0 (1) ?�: C113 a 0 .0 -4-- CO U_ ,,- 0 — CU > . Ln a) In " It 0 0- C_ �_ CU -0 110- = . - -4cl-0 C/) CD_ < � t 5 I I . P = cc III I.- = IV 4 = ?=1 I I ; . Z Z W =I C/) " (1) a) C""""a M (M) 011I =3 LU 2 < Z ;Z < _J a- -6-11, W (1) _C__ W M 0 L_ CDL 0- < -6-0 0 =3 0 0 L_ M a) C/) M M SHEET NO. SH 1.0, - - I - __ - __ ___ __ - - - - __ I I � .1 I . II. 11 III ! I .! I I ,.I I � �, I I 11 I , I � _11_1�1 _,fIE_F1P_J1,.� -l", U P 11F1.-ir- I I tt, 11- ___ I I I I - . 11 i — I - I 1 _-, J � � 1­1 I ; __ -------- — — Aff�. 1­&'N i I P ,=-I vP 9*0 - )MLL AND FLOOR 12, ­! 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I i � , : I � 1 1 1 1 1 � t/e � I 1 , I 1 1 1 I I I 1 � f _____­`—'__X- I �it - � , - - - 1. __ Ma� 4=1*1 "V11 I I i i, �111N­,��, - I 1 1 I I I - . ;=�_;,Ilr - I I I 1 I I 1 1 1 � i ---,I I �,� A Ell ; j I ! 1 N I I I i 1% tzv�4; I Pu I mmvzm '* —, ----,:q- 1 1 " .010WIRW i I I ,��V itz - M 1 1 I I i i i2 ft-10 W� I I 1 I i '? - #, � I I � 4 6 1 I I ": 111 I, 1 I 1 i I , 11 I I_ � I � �111_1, , I - I K � - _ - . , - 1 , � � I � -1, -, ! _-, . L 4"�'plkl. I I 4, z .. oft 04,1% I I I ,Ttmwm __ANAj , V v4 'r 1 - ,� WAVat. KfT, - - * �: , A i I i --h-A-1-A-l"N"A 4T--`71 =------ � - ei — — :!I: !, i vlr�, ��_�', i I ) I i ��,' __1 i I I . — __7 1<_ i!�!/Lw4ir---,�l"f/"---",,-*,N­ -I --,�' I , ,I-- ii`�O:,IA — 7:::q - �� 7 -, ,� � �,_' - I IF � '� - ; ( SW- 2 A (to. tax A mm.) m s I I 2� ,� ,-cum. M '10, �,� r ,I L "' I __ __ ­ : v- , L_____�� ---- -] I- -1 _ I , �_. - I + 4 ` 1 1 0 - F -1 UWAM u9mom v.QuQK_X__1 I SCALE T/*�I- I - t WALE t/4--I- =AU Ile -I' r4zz� J, : I I I ! _ : , I RUA" , �,, txx�.X`xN " � I , � , "' 1�1�vl-_,;�, ",_ 111777V�_,_-,?_�K " m 004t"ON) _2�1��­", ­,� _ ­ , 17 ,,, �1, JI I �_xE`T � u I " , ­', Rimm __ - , ",:1�11111 i-, , V.., WUUMN RE-6-1--.17­11 [L"." I— Ir- ! 1, VAN (A) - TURE MULLION - I " , I I , I ..", — - " m Va"taku I NI"If 14t I 11 "1,Nan..p -----! *:_w 2'� I'x tX I __ — , I " L__K_ � 0 I= � 't", i I 5 P:=-Vr _'� "I ­.: ,.,. "A"'a .1 I IN' I Ile" _ I 'ZXNE > 4*-6'70 V-S' " . , k I-) — ___ . I --- .F `x&a "I, -7"­f, 2, x 5' - 1/w, , . * , . , " �- E�-a, TO W-10 . � 'NON A--- 2 . x " � ". - . -� I -v',, " _______f , �. me�� w1t . ..,� "'. _ - , �, — . �64 0) _��t_ m`m. > V-1a, To V-0, '.. e­, ? ` No.. 1 7 -, z . I z z 1. �*z . SPINS V) FOR 15 Q PRESSURE RANNG -- .. I z *cone Zone) , . - � a fr - - __ - . FLORIDA BUILDING CODE (High Volocilly,H � , � up m ,550 Z12- �.." - ,H 'r ___ __ - - -,I--- 11 - - - __ - 1'� .. Tu E 44 ML OF 0AmwTb % , , ."m Px� . , I , , rMOL To SITA", UNGTH �� , 20 "OE GALVANIZED STEEL STORM PANEL � � � N - - � � � N&IIQ&A � OpfuNI.- DRAaI W. ScAusla-', . ­1 , I __w"__v — — INTIA/2020 �_� / � _rl LIE _C0 1. \ GLOBAL PROTECTION PROOVCTS. L1C.___!a, - 10TI: MUV�r.A%n 11W *�* I I Ill — E-2i:-.1, S"'S' a . I M Inur It"Na IN m go !±____� 3MI4 OR lop OR 90ITTOM CA' OPENING / ,I'- - - ,,�, - . FAX (INNNIOW-II727 2ID-176 (ONE Ama OPENM W/ tm TOP & JSOrMw) — _w1`61I_l_,_,oNxIM_' CA- to -.1 — ONNNN; I,., PX� WALM M -aa I 1�1m_ i MR0, I I I- ____ NSTALLATION DETAILS FOR REQWAR-P - AREL5 �-j INTO EXISTING WOOD STRUCTURES - - ��X�or��,& - �;7t� F7, -1 __# IT 'em i___ - ,j,l,__N,10A I ­--, 17'E­ —0.4�AftOAANNIL !. i I -.- " 7---- ­,� _-QD� , � __ "I " �, >-- 'f"! , - , ,N-'v-.=_=­ m. --7- ii , , f , >', " �- , -4. - . , - "=eA�� ,� � �_ , ,,�: .1 C, I - i - - _7 /`Aa� , , PON , __ -, - -,-- I OWaANN1KA0wNxk - . i � w- � --7- - __ ,,,, f 22 �, " - "' i - ,_ "xI14i1-z_ ` - I ,� " , �'_­' I t 4m*m =v / ,--At,-& - 'i " 1 L , � - �I � 44,1 x e (I P I It, , , I, - 'I I � �, '4�` 1-1 �1' � K'"N _,­I .___­___1 ­1 � - -4 bf- - t­ _43-Ex I I I-i'I I � 1", I 11 ' 1 B5, , ,- :�'�. I 11. T , �Lil , , 1 � ,ii ,�, q im , I F------i - I 11 irk. I I 2 I glp _11­1­1 -.11­1 � � 1. � q I ,-,� 'po,," -ff-.I,-Kft"./ - I _____ , - , _ I Y, Aw�. � - , ', I 1`N*_`%`NNPxxaY I&._j � ", __11 "W'.. IN" , , ,_ ,�,� I :_ I - . I "� I ­" i � , � , ")y , 11 1, I , ! I � i - , I - '" I �A!51, I � hwl , P �, � A3 m_% Imag"" , , , 1 ---C,, , ��,,4 I -k - , i J1___, ,- 11 11 NO, if. - * 4,�r *. ,y 51�' �I'1_6 I I I -�;P., I I I '- I ljv-::� I =1441111"v1*01- --O, i i 1;�;m_ @� i I ftV­ I __�D 9 I - =2 I ! _0 I I I I A I I "I W� I 3. I I -� I a" A'.war- I I t AR... 11 - t- I -- _­vj.w- I I 1 =. i 9 = I ----(v- I -JA_ , - 'a'"m 111­ I _� i I %my I I .7 �xk I I I ax-b I I__" NA =-] J11 I � I , Ji I -r. -- �� =, lji5� 11 - I I I - I ___0 W ; I ____4_ WALL 10OUNUM IIIISULLATJON _-ALIMNAID(L-ft - ___`i - ­tIvN No., - I I I. - I - ; I I I A� o I I 9-:111; I - �, i I p I � - I— 1.111-11­1A 11_1�_�� ---*- F , I I" I I ;1 - � �, t -,,@ - - ­ 50,LjF Ile - I- , 4NW4 IWLt, V'Ma. � _rw_ t� ! rwNNPlNaN I 42_" 1 I 0_-� I = __ -, - 1 L ; . r .5 � 1 -, � I � , �! i 7'=v�. M. .,r.. 11 I - . I .�­_ L, I ­­­-­­--­1 BUILD -OUT MOLIn , .�= � I , ) i I- I 1-1 - - ` =_ IWAU.&M - ALIERN&TWLIN �, . , � ", I I, ffldi": 11 P'T UI ft --f __ - --- I I N - :3— sme I/e - I' � L �i �� j mQms WALL it GMR MQUONG YALL MQUN= WSLI&LWISIN - ALTERNAWLAW IMALumms - AUMAMVE (SECTION AT TOP tS UMETED TO +55,5-67�O MAX. ,,*z, ve - ,� 91119JAM - &MNATNE 2W A.$_D. DESIGN PRESSURE RATING) SCAM- 1/4' - 0 SCALE,' 1/4' - I' - 9?�m� I -1 D I I __6 - I r-;a.w-- Jill I NxmmAA,oxNu � I-- ­,-, - I - Q:si=�. ' ' NEU ....... 011101k,"', NN��i� A - Tit ,;t 0 MMUAnft i_E=__ 4AW SCALE I/e - I- 1. INSTALLATIONS ARE ONLYVALID FOR BUILDINGS WIT6 A.S,D. DESIGN LOADS UP TO � -72.0 AND PANEL'S LENM UP TO 8'-S'� ..., _., I .... .. �'. 1,t, li�. - ., , % -15.5. p,s,f. FOR NEW INOOD FRAME *' �� FLORIDA BUILDING CODE (Riab Velocity No, cone Zone) 2� COSISTRUCTtOW WOOD MEMBERS TO K PINE No- 2, W/ SPECIFIC DENSITY OF M55 OR EQUAL SOUTHERN 011� 1-111-1- - _'it - I ..."'No, 4167 %, S 1.1-1-11-1 — - - 11- ------ I- __ Nam FlEmm INC, 2D GAGE GALVANIZED STEEL STOW PANEL Fp� sQm_EQ&s&wwu2"X_90QN___ I TOP & BOTTOM NIOUNTINGS CAN BE = � - MANN 01. =*� !:- -* � - — - tt . (Z-4,- 1��-- S,$.� ST tof�z_ 7�� 1, — GLOBAL PROTECTION PRODUCTS, LLC. """' * `�­ I mw_- 4m 5,w. 5 smw Y-121-2-0 MINE, n, _wl. - - f I . . ....... (PN4"­754a IAN, �'16 , i.Rm =�Ot--I'ar= �_ (w)"s-m, 20-176 / COMBINED IN ANY WAY TO SUIT ANY ., "'Q116/0 4C, - Oft .­ - � ----.-r----�----T----,-----.T----�----(-- INKw,ft; H.: INSTALLATION. - d# 00;NN. �_��___ I cA_.,A,,,(­I-,"" _', � �� � Zi 1 ��; : — WALTER & TIUT .� P.E. m , NxAUx`N , :�_ ----,-----.] 5MINA ht� j 44m I ­ - I __1 `0__$LBpW I I MAXIMUM LEN IVAUD 0111Y FOR 9AN-'QV &C�3 W-TIONIS AS PER SECT100-5 I EWRU 10I ON SHEETS 4� 5 * 6) __ ____ - I - ­_.______ __ , 1-- I 0, M_ 1, NN',MQP �'., in ar- l Jm lif Rim W , t I - or INIEW "�w �_� - , � "4-, 014151 _7" r-s- oft LOSE j z Ile . I DAIV 3 A 7 __ - ;;;�.—_4-- - -S&S, -724 > � Max. 14 3/0 loo I 11HRUR*7 10 1�;7_-z - �_� '. - - __`:� - �'I --t , - N;;_-_-`2-0 Ptv-efotl�-ru.,I 2 Ijr . molo-p-mm—e-ift % - AT OWN I__ - - — - - -.34 �ZA - 1;�� OR Im I ;I ,/r ; 81�" Ali, — I - Pf &S&lg T,,,-� 1 —, * sm-10 *1 1/4'IN-20.1, ISIS, " IN Wlwm AT am". & "Em _w ar PAmv. MAXIM ATIkj& - ,­­­ I—— Mit-ULVIN-C*KQREIE-*-QQNCUJEJLQMLSIHuam __ - ONALO ONI.Y FOR Pmms(D* Q fWAUATIONS AS PER SECTIONS I TIM 7, ON SKEETS A W, $) -- 41 14A �o­­­_­­ : I AaG "to" momsp.cMa fm e a, - 3 'A, 1. I � . — � ''ji VIA! - _1 — --- — - - — ----;ft—mA"P" - "'PUD"lly "I 1 ovam � a 7OF-amp -94 I PANwimfowe. SECMINS it & NMX,N,NN �Ma 'I 70 IN . RI 'L� (".) pqssxx� �WtAm lo�OxItervt mom cos, � wMewm I LON lk— '*—! E. _T�E� ,;___1F1_jF — : Can; , ! �n _�­,, =,L _= — ­_ o`�TN`!_ l— — 11 e 4� 11, — 1_=� vk I .,� r 1A /. q^ a, , ''i �J= 11PI, 11 1 '/' — —I/ - __ - __ __ - --- —1 NIA I NIX 9' 61 s- _T S� I tr , caafto,� s : ___L_ __!:_ _ — ___ __4___1_ i — :�I!A�WA ,- - _WA - ­ I W. —,�­, --ki.- - , 1. — N/A - , 2 DOS) � — ---�� _;�-_ I - __:_::!L_E___ NA I Nl, I 0/4 —v I --�-(-,-,,.-)-1 r . r N/A , � I- ____ —_ �_ --- �55-s� -ma V 1 WIN I ,IA f` A 1, "l- /A 6 VA 1 v . 1 71-v OR tm 3 AN TRIP) r-=: __; ,.--! . ---' — — - ­1 OR W= - - ,� - I - 61 11 WA K/A INI I 6- Ir I e _e 1 6' z !!�) 1 ___ — - � __ _+__ �__ I �— __ , , .,. X/A r 1 N/A I 7 ,-rap) I I N", W, e K/A v IDN/:A1 I I - - — ____ -- --------- - ,I- - " j e 1. I r i . . _ _ _!��_ — - __ — _�,--�. ',,--f _E11E ./t A IF 1 .7 , . 4 It 11 0�1� . lil. , � 6 �e 6 ll.� ,5 - —,,- -1 -----------,I 12 IIV 'Ir � S (Ttp/wrfw ; ­ � �_. �.p � " I ��_ ___j .-SEE, I - -.-- "I - Wqfl��wmm to & t 'OR mmittazi I'm & sp"aft mlt;ii�� .u. NIUMVIN OtWA SPACOM AW MM" OU IN%?ANCt MR to X-S RNAN 00CATISO ON $0MU AP01E ANIPIM SPAONO V ACITINLYINP WACW, SHoWi " WKS0,11Z Sty DAE ;*Aowm rKvm MR T04 Optattom -0 or PQNQIRE� REcum VIACitic OWANEI, IS" FKTQR wo!"se �Nas.TxNt MN.q)m SPANam M6,= FOR emw AKWR Tm AT mb,m UlaEk'c' 40" TIM 1- L4N, I/e. 11 I -- - � I 1 -1/4'. . f/e. I/" "40110INk , "'a"m- _____ - I � 'Ax- - . __ us � �awp ___ - "-" , � "ON 4 ��,�:�N17�N , , 11 11 - - �� __ 1-1 O") 2 va, 3 ,p< ��_ _L_ --!-- ­ � " � � � L� 11 -�'-'P' I�L� I 1 :e* .-.'vvN -tw"_ =_. t!, � ,, ,,,�2 - _ , "'N-I . , 7;j 49 � - - I 1. ---.I-,- .y No ofy ,, ., 0.8 1�4 - , - - - -, s" . \ FLORIDA BUILDING CODE (Hifah Vstoct#�.y 14U om Zane); LE:= =, � A Z. - _­ ­___ -------- , " I ----I----- Mom 117 ." No, , 4167 ', 1 vzm ALAIM.1c, Tp I WwjL EL fm momm - �, - - I - i*� k t*s 20 GAGE GALVANIZED STEEL STORM PANEL. .- - ____Lj2T__-_­­ _�� __ - " - �_ '�� � I - - - = I- --iii- .0 % ­$�, Su T W�� �___ _�___ , _2_11w _______L . I I GLOBAL PROTECTION PRODUCTS, U.C. 'Pl"'T"' i!! �= , —w ,�* --- -1-w- --. -- ,----- - 7- _T�=_-__ t=_1 f � I r , J;7 - %X,Z';�,�-.!40 440 jr-__­,­­­__ 4= 5�01 Ill 4mm __-M_-,___ - ,, � , �� /,�_ , �iw- -= ,-- --I,.;,- , QN&W, A- =14 - __ti. '! � ItNi �� 4 ANIOW, ttNows-Tu% w, j"Apaxii-Pro, -176 , za , 4N�� _ "N'06, J14ii-A—kF7 sm,�. ok-Oatall. _. — — — t — I WIVIN/wIE � "-I. 0 . .- 1. - _!��N_ NNALIOR A� Tap -, ps I I 1 I - I- SHIFT a OF 26 - . - 11 I ­11 I 11, _1 I RoRrA MIx 0 "ISL - -- 11 allm 1. INSTAUATIONS ARE ONLY VALID FOR BUILDINGS WTH A,S,D, DESIGN LOADS I UP TO 455.f� -72.0 PSF AND PANEL'S LENGTH UP TO 8'-W' 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE NO. Z W/ SPECIRC DENSITY OF 0�55 OR EQUAL m mmmmem, *vulsgm A io' I .. I . =ZIMM"MOtim—L"01#1 13011IN - ____ ­-1.11-1 11 1 1 � - %F Vciavut � Saw A I 1. �_ MR 0. 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I i 7 : � � j- - i ; I : ;, � AtriEftitam LOGNIVOIN ; .9shum Aa& ma. Akm­PAK��____i ____ --- I uE rw I < 1 � 1 11 i I I " 'T I I I Ir. "nZ I 10 INAZ I com-a"I 1 - on , 1 1 ," ­ - - i I * �_ I I [ ;QP Aft. , , j --A'L I � 11 � :- � -I--& , I I I I � -.f 014 LIFE $AM PANTL - IQJE� __z lu _wft. JAWA"mKtuwa-lgt-&-Oquw-941-IR-��'Li,W- , , �_ � -"," I � I � it , I I "PEA W/N0 UK SAfrTY PANELS I LOCATION W (jSf1 ftM TSI�LDW) - upow __; _w. - QVA� PEWO 0 1 --- _,______ __ �UA -1zo - SEPAAPON - i � � I I I &� - 11 ------- ­ ia,IREW ­ I--;- SAFETY ', _ kwww Xab, 1,14. a Afe 0-mm " OLM$ I Sot --- - f__ �� � ­ "i; ___, / ___ __ � W.WN P"" fjtpucosu� To ­_____111__1_ - - - I __ I � __ � , PRESSIOIE NO 10 TO , NP:" 4"Im P,mxal . __ - _� L' �� _ , 0 'a IQ Zff= uPim" "I:- Q%j I __ - - I - ! I - ­ SO I I I ­ Omtwz cafto"T" CONCK-11F comam ce4ft-m I - 10 "I I-— ­'� WHEDULE 04 - I 0, OF THU TYPE III S"ONG MR I"TALLATKU's, 0110 NNOOIN ra" I � �� . 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Co " � 10um Oqucitm -90 "III,, -N&TET w : S,eEl ,�) RM v A /A 6- N/A 0 1 N/A 11' A I A ;' (W) " MIS ft" actmw ON w"MmE RE11WE ANQ14OR �`Nrw w w.m"ING SPACM � If L"'' "I F La, _�_ _.t/ _.L_ _!/A L__ _�*_ _�/ _ � L I - , - _,, i, - C: -0 9WWD ,�:, Aft,',V,,j __- ,�,� 10 BE INSTALLED 'DR REN001405 FROM MINAS i 11 I (wr,om) ti --a' DR LOSS SHOO OR slav4qu: or THE FokL*WG FACTORS MIN TSAI; OPERCON TO OE possou- � - I I I 0 � - , �i �, �_��i� -, FANUA,1"( RUmRE +�610. _7101 ___�__�_ .- 0, I 9' 7­ 7� 1 1 I-- I I i�, ism ScKmLE ON I — _±_ -1- __!:L 9' 1 — — FIDUMED SPAcm GINAWM us" FACM am" Nw w trz THAN MANNA; SRAc#4 �� � . , , OF E, .1 wono RwE VW 14) -_-_-_-_-_I,a_ , __ — I - --- It= I � , I 0 /A Q* NIA 6' I N/A '. .. 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L I �! �W --,!-- , \ �� � I- 11 7 - I,---- . �� -1 - .,PA_.`0` rf__1_1� �) ­12— - _= i, �, - &BI-QM-ia-.'AMU-T�Q�EbNE-,$-'SN.WAUSI&Ih=h- -- 11 , - � )i \ Z__� �_=_q I_wo O� axNN 04 1 ILA 4 ', v - i i - � ::i�i_,�_ _=T�_= I I "I ALTERNATIVE 4 , I I is ca� I Ur. SAI'M RqTORM PANEL CAN NO LOCATEG AS AN END PANEL (FIRST aR LAST PANW — i-� � ANNE �� , � 0 a) OR AS AN JIMEW? FIANEL� kAW PANEL LOCAMON Ik BETWEEN El 0,1� AN, - E& JIM MINIM lakam ------I-- I 31' 1. � Wl I qr END PANEL EP?xNAQ :1 %,"`P�PI_11E!6U`GP U) ]LIFE SAFVFY PANELS WAY OR MAY 90T BE WALLM ADAACENT TO 0C.D.A. PANELS ___ _ �t V lull sqtf�-%W-A,I-L;-A�WLAMLmwg-tmmaaA-f�-LD-i��A-u2�.-- -,A t '" - I !; ­.- It 1- ­t- -__ --- -L-11-1. ___ -­ � , , � 4 - LIM sixts busixor, IN/ NO. PAN TIP OF Aliop APRIL I—— -- la� ­ �`N 2� j1 mom sma-14 MAXIMUM PAN - L W-WIT VEMALE 10 ON XERNATIVE WOO " I- ­_ -------L'--- - " ," 4 (NN/ OR W/o ROWL;R TRACKS) Sm NOW, I) __­_­­_1___.___ - ------ _­­ ___ - ____ I __ I �, �� - "/2 as Ma. IN 0- at, 00 & ANCHOR LQCATIM __­_,_,_­,__j­__' � 2. LIFE SAFFTY ST PANEL CONSISTS OF MMW GALVANIZED MEL STOR41 PANEL AS, MC-TION-1--D MwMvft ASIX �19 I 1w1w IN N`r %, " 'lop Ax AWA a% A tmo 0 e , (R,) %fit,#" 1 2 t/r __ _.- _-, iaii ''-I " -, -, ___ili - - _�06i __L­1­2 SOMIML CIO PER , SIW 2 Of DRAWM� SCALE �I/32'-I' Me"[ :� - ___1EJwX NY COMAINNAno LIENSTH IV 1-1 I—— ­1­1__­f­­i:a__ ____­_­___ 41, Pum 0 r QX - .3le - I, - 0 Tm COMPONENT ITSELF TO at REMOVED OR NSIALLED FROM THE INSIDE OF MTW, 1­,.� "', or THEM I�NWO;Nk qNx a' � - 'at - ._Mxm EXr;NI/2* w sm& " I at "SIDED Fewyka" v 1,000 PMCL 4,Wj 2 .�4 L� � Tfil - , PLANE WE � S�MM TRAGO NW VWWWK MR C4ARTT m � ,_ / STRVCTVRE, I ^ .� .... "'100010% 3. 41FE SAFEIY PAN RIOUIM, TOP TWX TO a COMPONENT (D & fICTION? TRACK TO No"NONH hax +4_0�2 -61.3 1. ", Oj A, TfL4/,* % ` . 31 'N IaL 4-1/1, _! _41-00, - L-e —,ALM A4,!k",N�*CE144% , s _— - , � , 'A' ,, �, ?" �ii a -64,0 3, , r C 0 2 (NUITTOND r-EL, OR u= $ ., . % MAU-MOURTINg-19SIALLAII-0 , '< � �, FqA, — - . N ­­­� BE 2 Of rKs DRAWING, x ,I �^ LLJ , I ... EN'T, .'%, , i 1/,. 2 1/2, 41 � j 1/2 . 7 (SOMMI, 71-6, OR L__A � jI i LTERtjATj)T,_jN --' -,.*',' N -' ... - I , FLOOR MOUNTED FOU-0*140 SECTIONS I & 'y � I — ! 9 i No 44167 " a N., �PE se , "L IMM. AV ..­ ­­ �p - COMPONENT, ,� .66-0 -72-0 ____ � . .* ,� =3 --- ;/A N/A 2 (M-,Om) 6 to 4 0 .-S, i� ( , ., 7 ,� 1 2 " I , vr N . � . . . muX, ASS, - I' i 1* 1 2 ON ITIrs EWTILLS 01% 2 09 SPEV 1-� �\t � +00-77-0 �/2 --- L --- - i'. * z I t4o, . 2i s , - '* "I \ , , AS WELL AS 0 , , � , il, ** � - -� FLORIDA BUILD1140 CODE (Wgh Voloolty HU FLORIDA BUILDING I I (High Yolocity mu"foano zont) FLORIDA BUILDINIO CODE *gh Volmliy HarrIonatt Zone) iL W,P. LENGTH FOR COMPO - , . .1 ___. - "I carw Zone) — - _--t�!i� � S _. _______,__­___1_____ I �, * -------- ­­ ­1 ­ �­;��___ I -,. 11, .. --I - .� z ,,- 5 , .-,-. . 'a- ,-�, , .'" CAM GALVANIZED -j­aa-.-- ''ill i- ---L'-- --- - , " z axw�_ 191TEM, *A- .1 FIP tim- :r 1�_11. ��,ALDAOIN%�. 20 STEEL m��,�'L 1- �k .- 20 WE GALVANIZED STEEL STORM PANEL MONENT (DANICHORArL At WFT.OM IS GWEN Oft I i * B .4.21 in"m �, O -r1of I < NkNIZ f 4- W N/A � r 2 (atimm) Max, AN0,400 SPAGW, PC a .1 N/A � : * 1 20 GAGE GALVANIZED ST(a, STORM PANEL ., _,J, ,1>7,-O" To a' , xdm T.:TIICZ� W_ SCHEDULES I & 2, SHEET 14� � a, i '_ _ ", - �- , ­ a� -� 51 VT -4 L z JAAY a PERMANENT OR RE000aUr Sir- op.w w,� Am COMPORENT a , '� Alt - � --------- _________1I Q , 1______________________� "Its/Sa2d 1, AlmiAvoks ME= Inwas WIN A-1.0- macw UlAm UP ­ ,4$ <�__ I _�=11 � ,,, Naas, -Aao UP TO 8,-r, " 0",� pt R0 _��_ ;_,____�. PROTECTION PRODUCTSN ". ' 'l, GLOBAL PROTECTION PRODUCTS, LLC. I 3t. — - fl-LIEC-0m., x PAT MIN' � " S. SEE DEIAK.-S MR INSTALLATION INTO WOOD FRAME BUILDINGS 04 S14EFTI '16. - , __ ;�—__ \ GLOBAL PROTECTION PRODUCTS, UC. ' I _.._� j ,,�, �,s_77'-_ OMER 1,,� *, __ PXIMR 01.9 JIL EC ML , - - 'ADO SW1 51 STREET WL I 11 .m 11A ,NI SAW — 2, 4 .X ,- -I,,�X,�?,-_�, 0 INC, \ 6LO 4w at 5, wam - 6- SIX SHEET o FOR WAIL APPLICABLE 'TO THE: NECESSITY FOR TNE NVAU00,14 OF / -,Lcl�> taF _r4v_"_"_A_1_r;z1�CowA�14y AINIL I'l- 401. Ir I, AA`A1_ FL 3ul. "1 Ift, 21 t/ SPScNF#C VINVIT OF OM OR EVLANL -,,,,,-, � , , IT mw� ,� 333'. ---,,, �A� �, T_,; /` rVECO.C. _�)W-n.a, fAN, ftsNmWN,ATv7 / I'M or, 20-176 1 FOR NEW WOW FRAME 00111amucTmN, WOO ma"WERS To 8E I N ANN TENTPfa * fws-m"NINO compmy z FACERS AT 7PACXS INSTALLED ADJACENT AND BEYOND TO SPUCCO/W000 BANDS I � ­ %9�jt,"A'.W_A�n­ ", 4�11M,Al . 0 - 11 . ; I- I/ A- ONO - (a 20-t7fi — - ==-C. = P�_ %5A)m-n4s, INC, ANWAIMIN-wo I INV! / A* xw NANIN, ..m -1 _. "XI'm I.I.TuNN-11-A, w 20-176 -No"-4 ON A �,, HANNON-," 5 #I NjuQ Q, ANN, "x -_ AN,. �, NANAst,"16, I ­41*110 _ N__ - 2jcEr _—g� I ANN I - A. < I PJK SE-41SKIMMUW111DANTE ­ASINNH, I - � - . I — _T __ WIAW *� . 11 '. .—, �. I- 04-0 - — 4k-00007m, - am"04 A� ]��1_271__� . - P4 Sm/uMVIVIRIMNm "Fv�ll 10 _� A`I IV-,ft P,E, mkU/xmaAI`vKI11ATC IWLRA 4 4 _j _23�k I v - som ,a OF if U, $1, � - I - I ! I I vo. Twit ­ ps - I L­- "� __ � _j._u.._-w___ El . I 1____v_-­ -9z - �, =_=G�Ia, I I I_ 11 &A-44W , _-, Xi�� tll�i ,]:�M: E]EE-i I a - 4 � � SHEET NO. SH 1.1 - I I ­ I ­ � - � ANCHORS (SEE SECTIONS ON SHEM 17� 16, 19 & 20) ­- - - - -- - - - � , - ­­7 3: Aw 4A/17, wig, stivill. 49/17. 58/18. '. AM. i 3A/ 7. 1 1 MIN SAW119. 7AW/12 & IUN/20 eei 70W/11, III WW/20 I' MIN. � D.M.or 04- - � ­ =-- , ­ I -- 11 � r* - - , - --- - - ------ - - - -- -1 -- -- - -- - - ---- - � --- ----- -- --- 0 1� , 11 0 0 0 1 0 0 i , ( . ) F .1 11 � I -T-----F ' ---T----7- - , � - -1--, —,-I � -- 7--­ ------­­ ---- 1 , 11 I 1 . I I ; I . I i I � I j I �� . � I I 1 1 j ! i I , i � : : � ; � . , . ! � 1 � i I 1 ! � i I I I I 1 i . I � � ; ; : � I I I 1 1 jI . I ! i �i � I ; i i , :� I I I I � I I 1 � � i � I I 11 :1 I I I � � . I i(D-0, 1 � 01 I � I (L i I t � I ; I � � , I vIcLAAw sn," FANDL � i EMIT, : I � ! .: Z �. ,,, 0, ON@ � --L-- . 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" YLI�..w, r,e DESIGN PRESS' R - I -) MINIMUM SEPARATION I PANEL ., ORI'D'... 20 WE GALVANIZED STEEL STORM PANEL DIMINI � RATING (PsUf.)c I (SEE Sk TO GLASS I CONDITION ... - I - ECTI.ONS) I ./m/2020 — +55.0, -72.0 -- W-8, 2 3/4' --- - .. � I—' _:� T---------'\ GLOBAL PROTECTION PRODUCTS, I.I.C. �n� I IUNBOLTED -- , rl L rE C 0 i NOW �w. 6f STREET 1. ''I I I i / OLUT TESTING 41 1 I'll" &WE. A� �I. 20-176 1 -- —, PIEN& twN41i pa; (95A)GIN-IR07 � . I , i � OUR .�ti%,--=- 1E SE"IPWIFICUIC CA-0006711 VMM w . I RORI Lk, A 44167 - I � �Iw­ - -I 1 , �* - I— "ALITIT I rLUT it.. FIE � T­!�:-. i - - �-- -1=2-t-"i INSTALLATIQN DE!61LS FOR OPTION #2 EQR UFE WETY STORM EANEL SYSIEM I INTO EXISTING WOOD STRUCTURES .I-- I--,. Y'­ ­- F, --- - � I - I'll, - 11 -F ;�, TI'L­ ,. 511- I - - � � " --TM .- -, k ,� ��, -;-- ­'- -- ,'I � I I ­ . 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I I , I � I , I � , ,- : : � � : ,7/6'0 , 3132' WING NUT f � I , ENE; Ru'r PLATE % � Vi I I I I. 2-0* WOOD 2",�gao-" -" - -- _,_,; 5 . !� � F?/S"o . 3/32 REQUIRED - 1, ­1 ­ I - D.C. G - I WASHER 0 (BEYOND) ."I , , � 1:; � I WAS14ER 0 6 )/4 RE, I �. 'I I i ; I I ��. 014-10 PANELMATE F,T j : �� . I I,, J!, .11 ,1 I fl.-I I " � I � ,� I 7 i I � ----I ,, � a 6 0 PANIDUMAIE P�A I ­- ---�­­ ; � 01, I/ W I ! � /41 0 C, pw"it�- �. � - I ­1 I � � I MIN. I. Rl."/G. �,,- -- �; , 1 I I ; I �� , � , � Milk THREADED I - � , , AT MIDWOTH Of PLATE I � � AT MIDIANOTH OF PLATE .� , I I , ' -- ' ­ , [,A I - -­ , �4 -.1 �­;�'-`. � - ­�?,�� -­1 � , I WALL M21INKTI sm"M I ­Mw 0,01NNINIEON, ALT NEL Th 0 v imm ,.t'�� �� .... Wil,j%, I SCALE �I/Ar- I' '. -1. * �" ENS,p,%. I, SCALE -1/8*-I' 1-11, 11 ­­ . ,� - FLORIDA BUILDING CODE Lfth Velocity Hurf " ZOns)I , . �- _ _ NOTES 2 -, No, W67 * - won GUM INC FP 2 I '� * = ,:Z" 20 GAGE GALVANIZED STEEL STORM PANEL DRAMN ft. I. NVALIATIONS ARE MY VAUD MR BUILDINGS MTN &S.0 DES" LOADS *i * C - - � _ s I � - '> — 071wm UP TO �55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8' 8'. sl- . S AIE 1��L�­__ - -­1 - GLOBAL PROTECTION PRODUCTS, LLC, .M. - - ON 1� , - 'F - 11k4? Aam swwl 51 STREET 2- FOR NEW *DOD FRAME C STR=M: WOOD MEMBERS TO BE SOUTHERN , � -- /T [TE—C —0. . . \ NIBS NO 2, W/ SPECIFIC DENSITY OF OSS OR FOLMJ 1", -,�.-�..,` MO," T.U, Tmm* .g!%g�..%,gL AWC FI. =1 , , - )WIR-75V5, FAC 1 20-176 , , "e - - li, S81 , . . I �:. W, /- , OR. (.W�., -- r - � -1 (.Q- ANOG-1- . I ..... IHIIHI /cAn: NALITA A, TILUT J`., P+L . � ���� ��� -- I , am U, 1 "167_ - - -- SAGAY N w a I POURED CONCRETE OR CONCRETE BLCCW REOUTRED INSTALLABON DETAILS FOR QPTION #2 FOR UEE SAFETY STORM PANEL-5Y5JEM INTO EXISIING PORED CONCRETE OR 99NCRETE BLOCK STRUCTURES i/4 ' TAPCON ANCHORS 6111.* WCON ANCHORS . I - 111C. I O.C, �1-1 . - , A. POURED CONCRETE 't - --� I /4 - F.D� ,�, � I I , � . ,�,,�, : , "'; . i ., i � ,�� I , ,�' : .�c " — �' "" - - - ,--- - ` I - ­R, '-- I . � I � L I S I I I -�,* I . I I CD r- =1% - 1 ". � , E= I ANaI 10) � � 0 s Tsl 1 ; d S � f ,P ; � ! I,--- . -1 ­ -.-- 1-,:�l - , if , , , " I ,, ,,, '11�i I I i I . I D� I j - : i I � I I I i I ; � � I i . I I -, L � , - - t�,�-,­,­­ � I A." 1�-, ,,� � ­0 .�, : " ' F­��- �,,�.�, ; : , , , �,,� I ", � � � ,�,' 11 1 <"I",'�' L .� I -- - � , - ­i ,� ' : _ _'_, I 10-0 FANELMATE PLUS IV/ 1. _Ijat � a CP ' WASHE 5 0 6 I;AN320' WIND N`j' � i , POURED CONCRETE OR CONCRETE! BLOCK REQUIRED WAU MOMUN-rIN&MALLAMN 9 REGULAR PANEL SCALE 3/8'-I' SM BMW It A! 20 ", AW�M TYPE & ANDIIINTIPE -1/4'. ,/4-P SF%0W FOR INSTALLATIONS IWO WON .. Ixmmau -- FRAME RAUIM M. ANaw iwNowIi 00 3 3 MIMMUM ANCHOR SPA0140% MO MINIMUM � �-- �-) - EDGE DISTANCE ARE INDICATED Ott ill, *-- I SCHMAX POR Go LOIS THAN ANDICA-1.0 ON K. -1 jo­ s- w SCIEDULE ROAX2 ANCHOR SRAONU BY - �L �-,� � Acivii. M wa wai NAVAIIII I MULTIPLYING SPACING 910A ON WE`%`U` BY THE FOUPOWIM I'ACtORS, FOR ING I , INDUCED _ _ _ .0 � O. m4m. To K POEM i- - I- 11 -1 -- - I --- ­ VACINC OVADIDO USING FACTOR SHAU W - , ? I/r, ---- -, �-_ - BE I= INA. WNWUIA SPACAIC WOEATED I � -­ , - FOR EACH INCHUR TYK 00 TINE SCREW ­ ­­ I - I 1. �F ­­­­ - I'm Im - ­­­­­1 I T/2- I -- - I OR CONCRETE BLOCK REQUIRED I I -,�j . - - 4 ED.* I : � I , � � I ­i�,L, 1, � I I : --i�­.�, . I � ��. I ! : � I I r I= I I � ID I -­ � , .11 '� , - - .) i I - I : t;-1 � � ;R I . 9 , I ­­ � ­ - ­ ­­t�­ A I ­ ­ ­­­ -- 1� ­ ig , i ��, 1 : I I i I -� ­11 ­­1 I I I � � I 91 " - - ­,­ - , ­,� r I � ---- 6- ., v i - � i �, " 1­ I " 9 007DY"A' , I I 4 - i --- - ­ � , j I .1 --- ­- 1 . --li I i ! j -1 . 1 4 . i I �7/�'T�"Z!,,-­ , I 6' - 1-1 - a., , � � � I I -1 I - , Lo.- ,1 , , , , 11 ! �­ I I - I I /11 - I 1� V9 � . I � � , I Ll!�, 11 , ­­­-I� ... . i I I- - I" " - _jV* PANWATE PLUS W� ­ � t , . ,� 3/32' WNG NUT WASHER (%WAD) -ROUSIED CONORM OR CONCRETE BLOCK REQUIRED P.C, SDL/=.MDAx/DAx , " , ' �5,�J!4, 'I v " p �,-`�'.El ,ve I . I-* No, 44167 *. I . %3 - va r", W-0 :z_ �A - C= L- = CWD C..'s C-4 1:10 >4 - L&- C3� C= - . C�4 .= = cc - �D,Z *- I W 1 = 0, 3: , 4) -rz = :. 5: E = = aL , =-! 51 :R ­r -;; 3: 3: M a) .= = .T (.) CUI � Z. = t= .!L CL) cc .;- =. C= L= .= In M = rE M CD � w - t , - FLORIDA BUILDING CODE LHIgh Velocity Hurricane Zan W= WOOD, W- 20 GAGE GAILV"WID STEEL STORM PANEL - LO: ORION Sr :: P � C ROT!: n, ov"12M ' — '� LGLOUL PROTECTION PRODUCTS, LLC. DA, ILIECO.Mc � IN. L- N ASCII S. Ei STACCI ;I" 4, ENIGNMARR; EMVANY : FL n344 P.GNL IINN - I&, iPEA"_4M = . ,.,: � � .. - IN, � e.p MI. -7utL 20-176 A. , =0 ;`01 0, , ", Iasa _ . - - awi - van7l - . I . - ,:, -1- Am jol — ORWAR No� NOTES: Y" L-2 RANI MM Ean I E-Z HANG SIORM PANEL SHOWN ON IMIO PRODUCT EVALUATION DOCUMENT (RE.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8-4) MINIMUM DAIRCOMIEN1 OF TAPCON ANCHORS AND PANELMA7E FEMALE ID & PANELVATE PLUS INTO CONCRETE ACCORDANCE WV THE 2020 (7th EDITION) OF THE FLOF40A BUILD114G CODE. BLOCK SMALL BE I 1141. DESCH WIND LOADS SKq.k BE OVISRMORED AS PER SECTION 1620 OF THE ABOVE MENTION 0.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* GALK-IN ANCHORS SHALL BE 15 7/0' NITO CoNcGM. MR A WIND 5 RED BY INE JUIRSOICTION WHERE THESE SMUTYERS VALL BE Iwlt�L6 AND NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED, FOR A DIRECT KII-OZ5, USR40 ASCE 7-15 AND SHALL NOT EXCEED 114E MAXIMUM (&SO,) 1/4� 0-20 SS SMALK BOLTS USED SHALL BE LONG ISNOIJOH(SHOULZ ANY ANISH MATEIRAL EXIST) To DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS, IN ORDER TO VERIFY THE ADM CONEMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-19 SMALL BE FIRST REWCED TO &S,D. DES" aTN'D LOADS BY MULTIPLYING THEM BY 0.6 N DOOM TO 6,3) IN WE THAT PRECAST STONL OR PRECW CONCRETE PANELS 13E FOUND ON T44E EXISTING WALL, TO COMPARE T14ESE Of/ MM. (A.SQ) DESIGN PRIMURE RATINGS INDICATED ON SRESS 25 & 26, ANCHORS S� BE LONG ENOUGH TO REACH THE MJNM STRUCTURE BF-14WD SUCH PANELS. ANCHORAGE :N ORDER TO VERIFY THAT COMPONENTS AND AK14ORS ON T41S P.LD. AS TESTED WERE NOT OVER STRESM. A .M% INCREASE SMIALL BE AS MENTIONED IN 9�1) AND IN EL2), N ALLOWABLE STREW FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS, FASTENER% SPACING TO WOOD HAS 0EEM DETERMINED IN ACCORDANCE WITH, N,D.S� ZOM (C) ANC"ORS SIALL BE INSTALLED FOLLOWING ALL OF THE REVOMMENDATKINS AND SPECIPiCATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE NAS BEEN VERIFIED IN ACCORDANCE WrTH SECTION 1626 OF MAN FACT IURER� I THE ABOY MEN14ONED CODE AS PER FINESTR47ION TESTING LABORATORY, INC, REPORT I .02. AS PROTOCOLS TAS-201. I I IT HALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMUCTURE WHERE SHUTTER T IS ,AS-202 AND IAS-203. OR WOOD FRAME ElUILDING-S 7M SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2. MIS SYSTEM I" SEEN DESIGNED TO at- INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING tHE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR UPT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 -10 SFAL/CAULK ALL SHUFTER, COMPONENT EDGES WHICH REAANN rN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT ADNOIRAAN INTRUSION CAULK AND SE& SHUT-?M TRACKS ALI- AROUND FULL ' J. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED IQ BE LENGTH. PERFORMED FROM THE INSIDE OF STRUMILARt, t3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS HIRCATED; IN THIS GNAWING . PLUS ANY BUILDING AND ZONING 4- SERIES 2000 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND 4OR120NIA, SUMPS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NS'141AMN IS REQUIRCO TO BE PERFORMED FROM. THE INSIDE OF SIRUCTUPE� 14 ATRIUM WINDOWS AND DOORS, INC. r - 2 HAND STORM PANEL SYSTEN" IS PADENF PENDING, 5- ALI ALUMINUM D"USIONS TO BE W63-110 ALLOY An TEMPER, (UNLESS CrrMERWiSE NOTED) 15 (9) THIS PRODUCT EVALUATION DOCUMENT (P.E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDt: INFORMATION FOR A Sn SPECIFIC PROJECTI i.e. WHERE THE S17E CONDITIONS DEVIATE FROM THE P�E-Q 6. ALL ALUMINUM SHEET METAL USED At C�,OSUWS SHALL HWE 3M6-MI4 ALLOY. M CONTRACTOR IQ BE RESPONSIBLE FOR THE StLILCITON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7- ALL STM SHEET METAL PANELS SMALL HAVE STRUMRAL QUALITY STEEL, J15TV A-65i QWL 50 JR., 0ALVANIZED STEEL THIS PRODUCT BASEL) ON THIS RE.D PRONIDED Ht/S"E DOES NOT bi FROM 'THE CONDMONS DETAILED ON OtSIGNKITOR WIFY- S&S k4i (ArMOR ROCLED). THIS DOCUMENT CONSTRUCTION SAFETY AT Eff IS 74E CONTRACTOP'S RESPONSIBILTY. 8, ALL SCREWS TO BE STAINLESS STEEL 304 ON ,516 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (.'I THIS PRODUCT EVALUATION DOCUMENT VALL BIE CONSIDERED INVALID IF MWFTEI), WOIB W/ 50 W YIELD STRENGTH, AND 90 4P� TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA, 001014', CODE SECTXW 2411.3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA RECISIIERED ENGINEER OR ARCHITECT WHICH WILL 0. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL, WITH 35 NIa MINIMUM YIELD STRENGTH BECOME THE ENGINEER Of RECORD (EC.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER USE OF THE P1,11. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P ED. ENONMR, SMALL 10. ANCHORS TO WALL SMALL BE AS FOLLOWS� SUBMIT TO THIS LWER THE SITE SPECIFIC DRAWINGS FOR .REVIEW (A) TO-ZM'MNa-?kUREa-DQW,RM (.) THIS P ED SHALL WAR THE WE ILND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of - f/4-0 TAPCON ANCHORS AS MANUFACTURED BY ITW SVLOEX. INC (MIN. f'­1192 MCI) RECORD THAT PREPARED IT - 1/4- 6 X 7/8- CAUK-IN ANCHORS, AS MANUFACTURED 13Y DEWALT INC. (MIN f'e-3000 P-Q 16. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBit LOCATION AT STORM PANEL IN - 014-10 PANELMATE FEMALE ID A, PANPLMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CIXISTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL SK41L BE PLACED FOR EVERY OPENNC� W-3350 P'. I ) LA13EUNG TO COMPLY WITH SECTION '7099.2 OF THE FLORIDA BUILDING CODE [ A-t) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4� AND 2- FOR PANELMATE FE"U IQ & PANELPA'TE PLUS, A2) MINIMUM EWE1DUZHT OF 1/4-0 X 7/8- CALr-IN ANCHORS WLL BE IS ?YS" INTO CONCRETE, 00 EMBEDMENT INTO ANY.FTNISH MATERIAL SKA11 BE PERMATITD, 1/4 0-20 SS SIDEWALK WITS USED SHALL RL UONIU, ENOUGHISHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS, 00, "0010-10% � A,3) 114 CASE THAI PRECAST STONEL PRECAST CONCRETE RAN"S, OR PAVERS BE POUND ON THE E94TIFIC WALL OR ror L NZ;%, � FLOOR, ANCHORS SMALL BE WHO ENOUGH 10 REACH rRE MAN STRUCTURE BEHNO SUCii PANELS. mCmORAGE SHALL ` lt BE AS I(ENIOWD IN A,I) AND I A,Z), � vICEN4,%'11 's, No. 44167 ". S 1/4, "' " - (81 TD-EELMI&LOrALIE �� i , ,,.� = . * :* 1 - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED W 11W, SIALDFX� INC - ­1 -- -` , L. I z FLORIDA BUILDING CODE (Htgh Valocit - V - I4U-r cane Zano)j - 1/4' 0 X 7/8- CALK-01 ANCHOM AS MANUFACTURED BY DEWALT INC Q'm-1500 Pfii,) * I � - * ,,& z .2020 MTERD. - F,P. t - 414-10 PANELMATE FEMALE 10 AND PANrLMATC PLUS ANCHORS, AS M&NUFACTURED BY ELCO CONSTRUCTON - .- -%, .,,�o f 20 CADE GALVANIZED SMEL STORM PANEL BY ,� " I #1 , I DA'a'" PRODUCTS W­,2071 0-1) I ­ . - , W-k ­ — , 1-11 - --- - �� � GIL PROTECTION PRODUCTS, 07pvE=%` - -- 1-1 h-I 0% // 11LIECIO... 14M &., !M DVDEU U.C. DATE, ( " I TPLUI NAME_ N­ 4,131. ----- a. � .1. PROW VHH4 -�, M (AWSPS-M7 20-176 Z ;:::r - 1.9-INP, - -1.1 - I DAMIND N� P� SE.,1.GAA,P."R: Dk-Om47's 1 SALIM A. n,uT �., P1. n-1 = PN 'i - - — 20ft 1 - . I - I - I . I - ��-., Dr. I I -6-P (1) (1) c- — f CO (3) "' -0 > r- 0 L_ L- -0 a) 0- = a) 2-o 2 a M -0 0- . I -I- %w 0 CM 0 -4- W -1.-, = = M - .- a) -0 0 M (n 070-0 a) 0 CL C 0 ?�: = CU = ­0 E: — 0 -4.- ,.,- CU M 0 > . " CO W " -4-0 CL — cn ,,'o CU C:�- = IM C -6-0 �- -0 — CO < 0! 4 z z w mi - I ''I'll-1- ­- COMPQNENTS F9R SERIES 2000 & I 000 E-Z HANG STORM PANELS X/24 111, NOR 2 DEP060 ­ (SCALE 1/2-I-) 4 W/ OR - (SEE NOTE .- SELOW) /24 110� V/24 (Be om j sevoin ITION DETAILS FOR SERIES 2000 AND 1009 E-Z HANG STORM V.1, SM. V/24 * 4'/24 CIO -51� 3- M... 2' PANEL X, 14TO RETE QR C9tj9jffjjE--ffL0 - saDU%DPN R%�Ir 5- Me. ­9 K *A,' r, -a--- SC FOR ODNORM MCM?w M r . A.C. T T - IC8, -- -- '2 59 I' - ­-� or 1=21,10I WOW SCRrw`­ - /!� r !: 611-1 -- - � �— I !I- SIW 2. - - ; I (SIDE SONEINU on swe, -, I I M-ML - � e 3 I ADQUOD) - , - -- . - -1-1 L I - L ls.IS6- (TOTAL WEITIN) ­ ­ -- - - ---- -- -- I ­ -- L -- - L I I - I � 0--�/-C­?G�A - . I I I I � � � 1 4�6 � - 2.25D' �- 2,591 " — 1- " I - ­ I ­- swo .9 1* 11-1 '� I - — — - f- L ,, - I � � - ; . C0CH 00 OF B) .,� ,-�' /-) - / -,Z:44 I- I � I I - I I - - - - (M w-mAx :� 4 - i A - WI-01-V I ---­­­- -- - - I 2,500' (EFFECTIVE WIDTH) - ' ' ' - � --- L L ' LIL L I - ­ .. I ­ --�4­ ' ' -- L - I , � . � MP"P` 1­`O A M � -1-0 : I -- it--2.250"­1 "i-, I "- - � I I : = I "I. . . k I , I I I -wl!�­-­- -11, w 11 . . "NE" U) ,� . iHarI 2N) , I — �E -!.21 -- . - I I — ----\ - I : - - --'- ­­­ ---- & 1/4- - - --- ----- � I � � . --- F= . - om�M -I I . 1 1 1 I.], I I P, , I - -.1\ v� t".g;D. - ---. - -- .-OT PARED mNCRot , I I I I 1� ! I I? I I ! - � � - , � - I I 9.1, si:�.61 I -, 1 �3501 - --i.3w-- 50- - "L.Sff I I I � HI ii `:,� 0I, 0 -* 1.14 / I I- " CD I , L-----05 "'i ... 77� — PmRGD cowwm \ �', t I 1 1 ,, -, - �", ,,, 11 , i i I ! I � I , I ' L ' I i I � 1 I . I I I 'm 1 1 i9 i I -PAD �, -, -7 ­�"7�7 .M.10 ,:�� I I - I I . 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I , ,�, le— --­��- � � 1�4'# TAtCON 0 0- OX, /� �i� 11 — , � � , � ­ _ ­_* , �; � - ... -- - " .- I , I % 1) �� � ,�- - "N .NFA= , I � , �7 ,,, r - - -­­Y, 1/2* MIN. 7HRMED - � 11 I r 0i P"I'TION AT WOOD - . , I I (11 PENETRATION AT WOOD ��, I HEADER I I I I � HEADER �� W ,- , I - � . � � I ff I r �", I 'I, ,-' , ir .- . � , I , , I I � � � �, � , , �k , / � , , � I , ii- I , 11, " �6 an" �� - - .11, IV w5i�� 6 I'2- , `� ," 1/2 �/4- 1 � ,1 � I � 1/4 . e , - , (I" I I � o , I I I . , , """ -- --- li I � � I . I - , , I - '. � , I I I I ! I i I I WOOD z � " ., I WOOD HEADER , . - e ' - � I ,� REQUIRED ­ - '�' - M�- % 1; I -- ' - - - � � FROLD HEADER I A � , , RED 7 . - I � � - . � r 1 : . 'L ,� I I �-1 1i I � �Isw` I . -1 r--- I I - -4 -- - ­ � . 1L. . �. --- - .. I I I "I 11 I i i . (31 �� L A � I : . ; ; - 0 i I I I w NuNwRoN , � : I I w � I i � � r-(w SCHWUU, � ! i I ; I � : �� a- SHM 16) � I 1 V.,j%%.. I I -,, I M.A, S I I 'L' M,.. I I '. I . I . : I � ­­­ I f-su ScEpeum - F PANEL LENGTH ­­� - - 1�',�7,--.­--, - �,V� PANEL LENCTH I DUSTING, 1 ON MIM, 14) : IBEX NOTE I BELOW) 1/4"0-20�1 . , � " ,-, I � SEE NOTE I BELOW) CIASS - � � S-S� M�S. wi- , - 1- -­ - I 1, i - , � ­-, , ___,,---I I—— - I I ,� W . 3/w 1 11 4 j I I , � IN NUT � �� � j '. � ," . I— 11 1�­111� - . � " - ,� ­ " - 1- -1 , -11 , , ­- - ­ ­-­ � ­ �� 5� � ­ � -� ­­�- - . , : . � - F I ­ ­­ , - � ! , , I , 1 ! I I I I e I - .. � ­ -k � ! 4 � I i � L. I 1 I : � : � L - ­ ­,, ----- - I ­1 . I I I E - -- 1­ �, - ----- - ­­,11� , I . � , -1 s I i � , I i � I I I - I i � I 4 I - 0 i � 0 � . I I "I � : I � � 4 � I ,I ,� � I 1, : : �I . r I I � ; I I- , - I f - 1. - . I . 6 I � ED � �� 4 6' t I , - - , -­ i - �-. 11 I I , I 0. - . . I ED - L�c � F .4 -fir � I I I M ---- �-­l -- ,- - - - � , 11 11� I I ­ -1 ,- I .-- - I'll I I - -- - -- -J-----4�� � i"I vv � . I I , I � I , I � , ,- : : � � : ,7/6'0 , 3132' WING NUT f � I , ENE; Ru'r PLATE % � Vi I I I I. 2-0* WOOD 2",�gao-" -" - -- _,_,; 5 . !� � F?/S"o . 3/32 REQUIRED - 1, ­1 ­ I - D.C. G - I WASHER 0 (BEYOND) ."I , , � 1:; � I WAS14ER 0 6 )/4 RE, I �. 'I I i ; I I ��. 014-10 PANELMATE F,T j : �� . I I,, J!, .11 ,1 I fl.-I I " � I � ,� I 7 i I � ----I ,, � a 6 0 PANIDUMAIE P�A I ­- ---�­­ ; � 01, I/ W I ! � /41 0 C, pw"it�- �. � - I ­1 I � � I MIN. I. Rl."/G. �,,- -- �; , 1 I I ; I �� , � , � Milk THREADED I - � , , AT MIDWOTH Of PLATE I � � AT MIDIANOTH OF PLATE .� , I I , ' -- ' ­ , [,A I - -­ , �4 -.1 �­;�'-`. � - ­�?,�� -­1 � , I WALL M21INKTI sm"M I ­Mw 0,01NNINIEON, ALT NEL Th 0 v imm ,.t'�� �� .... Wil,j%, I SCALE �I/Ar- I' '. -1. * �" ENS,p,%. I, SCALE -1/8*-I' 1-11, 11 ­­ . ,� - FLORIDA BUILDING CODE Lfth Velocity Hurf " ZOns)I , . �- _ _ NOTES 2 -, No, W67 * - won GUM INC FP 2 I '� * = ,:Z" 20 GAGE GALVANIZED STEEL STORM PANEL DRAMN ft. I. NVALIATIONS ARE MY VAUD MR BUILDINGS MTN &S.0 DES" LOADS *i * C - - � _ s I � - '> — 071wm UP TO �55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8' 8'. sl- . S AIE 1��L�­__ - -­1 - GLOBAL PROTECTION PRODUCTS, LLC, .M. - - ON 1� , - 'F - 11k4? Aam swwl 51 STREET 2- FOR NEW *DOD FRAME C STR=M: WOOD MEMBERS TO BE SOUTHERN , � -- /T [TE—C —0. . . \ NIBS NO 2, W/ SPECIFIC DENSITY OF OSS OR FOLMJ 1", -,�.-�..,` MO," T.U, Tmm* .g!%g�..%,gL AWC FI. =1 , , - )WIR-75V5, FAC 1 20-176 , , "e - - li, S81 , . . I �:. W, /- , OR. (.W�., -- r - � -1 (.Q- ANOG-1- . I ..... IHIIHI /cAn: NALITA A, TILUT J`., P+L . � ���� ��� -- I , am U, 1 "167_ - - -- SAGAY N w a I POURED CONCRETE OR CONCRETE BLCCW REOUTRED INSTALLABON DETAILS FOR QPTION #2 FOR UEE SAFETY STORM PANEL-5Y5JEM INTO EXISIING PORED CONCRETE OR 99NCRETE BLOCK STRUCTURES i/4 ' TAPCON ANCHORS 6111.* WCON ANCHORS . I - 111C. I O.C, �1-1 . - , A. POURED CONCRETE 't - --� I /4 - F.D� ,�, � I I , � . ,�,,�, : , "'; . i ., i � ,�� I , ,�' : .�c " — �' "" - - - ,--- - ` I - ­R, '-- I . � I � L I S I I I -�,* I . I I CD r- =1% - 1 ". � , E= I ANaI 10) � � 0 s Tsl 1 ; d S � f ,P ; � ! I,--- . -1 ­ -.-- 1-,:�l - , if , , , " I ,, ,,, '11�i I I i I . I D� I j - : i I � I I I i I ; � � I i . I I -, L � , - - t�,�-,­,­­ � I A." 1�-, ,,� � ­0 .�, : " ' F­��- �,,�.�, ; : , , , �,,� I ", � � � ,�,' 11 1 <"I",'�' L .� I -- - � , - ­i ,� ' : _ _'_, I 10-0 FANELMATE PLUS IV/ 1. _Ijat � a CP ' WASHE 5 0 6 I;AN320' WIND N`j' � i , POURED CONCRETE OR CONCRETE! BLOCK REQUIRED WAU MOMUN-rIN&MALLAMN 9 REGULAR PANEL SCALE 3/8'-I' SM BMW It A! 20 ", AW�M TYPE & ANDIIINTIPE -1/4'. ,/4-P SF%0W FOR INSTALLATIONS IWO WON .. Ixmmau -- FRAME RAUIM M. ANaw iwNowIi 00 3 3 MIMMUM ANCHOR SPA0140% MO MINIMUM � �-- �-) - EDGE DISTANCE ARE INDICATED Ott ill, *-- I SCHMAX POR Go LOIS THAN ANDICA-1.0 ON K. -1 jo­ s- w SCIEDULE ROAX2 ANCHOR SRAONU BY - �L �-,� � Acivii. M wa wai NAVAIIII I MULTIPLYING SPACING 910A ON WE`%`U` BY THE FOUPOWIM I'ACtORS, FOR ING I , INDUCED _ _ _ .0 � O. m4m. To K POEM i- - I- 11 -1 -- - I --- ­ VACINC OVADIDO USING FACTOR SHAU W - , ? I/r, ---- -, �-_ - BE I= INA. WNWUIA SPACAIC WOEATED I � -­ , - FOR EACH INCHUR TYK 00 TINE SCREW ­ ­­ I - I 1. �F ­­­­ - I'm Im - ­­­­­1 I T/2- I -- - I OR CONCRETE BLOCK REQUIRED I I -,�j . - - 4 ED.* I : � I , � � I ­i�,L, 1, � I I : --i�­.�, . I � ��. I ! : � I I r I= I I � ID I -­ � , .11 '� , - - .) i I - I : t;-1 � � ;R I . 9 , I ­­ � ­ - ­ ­­t�­ A I ­ ­ ­­­ -- 1� ­ ig , i ��, 1 : I I i I -� ­11 ­­1 I I I � � I 91 " - - ­,­ - , ­,� r I � ---- 6- ., v i - � i �, " 1­ I " 9 007DY"A' , I I 4 - i --- - ­ � , j I .1 --- ­- 1 . --li I i ! j -1 . 1 4 . i I �7/�'T�"Z!,,-­ , I 6' - 1-1 - a., , � � � I I -1 I - , Lo.- ,1 , , , , 11 ! �­ I I - I I /11 - I 1� V9 � . I � � , I Ll!�, 11 , ­­­-I� ... . i I I- - I" " - _jV* PANWATE PLUS W� ­ � t , . ,� 3/32' WNG NUT WASHER (%WAD) -ROUSIED CONORM OR CONCRETE BLOCK REQUIRED P.C, SDL/=.MDAx/DAx , " , ' �5,�J!4, 'I v " p �,-`�'.El ,ve I . I-* No, 44167 *. I . %3 - va r", W-0 :z_ �A - C= L- = CWD C..'s C-4 1:10 >4 - L&- C3� C= - . C�4 .= = cc - �D,Z *- I W 1 = 0, 3: , 4) -rz = :. 5: E = = aL , =-! 51 :R ­r -;; 3: 3: M a) .= = .T (.) CUI � Z. = t= .!L CL) cc .;- =. C= L= .= In M = rE M CD � w - t , - FLORIDA BUILDING CODE LHIgh Velocity Hurricane Zan W= WOOD, W- 20 GAGE GAILV"WID STEEL STORM PANEL - LO: ORION Sr :: P � C ROT!: n, ov"12M ' — '� LGLOUL PROTECTION PRODUCTS, LLC. DA, ILIECO.Mc � IN. L- N ASCII S. Ei STACCI ;I" 4, ENIGNMARR; EMVANY : FL n344 P.GNL IINN - I&, iPEA"_4M = . ,.,: � � .. - IN, � e.p MI. -7utL 20-176 A. , =0 ;`01 0, , ", Iasa _ . - - awi - van7l - . I . - ,:, -1- Am jol — ORWAR No� NOTES: Y" L-2 RANI MM Ean I E-Z HANG SIORM PANEL SHOWN ON IMIO PRODUCT EVALUATION DOCUMENT (RE.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8-4) MINIMUM DAIRCOMIEN1 OF TAPCON ANCHORS AND PANELMA7E FEMALE ID & PANELVATE PLUS INTO CONCRETE ACCORDANCE WV THE 2020 (7th EDITION) OF THE FLOF40A BUILD114G CODE. BLOCK SMALL BE I 1141. DESCH WIND LOADS SKq.k BE OVISRMORED AS PER SECTION 1620 OF THE ABOVE MENTION 0.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* GALK-IN ANCHORS SHALL BE 15 7/0' NITO CoNcGM. MR A WIND 5 RED BY INE JUIRSOICTION WHERE THESE SMUTYERS VALL BE Iwlt�L6 AND NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED, FOR A DIRECT KII-OZ5, USR40 ASCE 7-15 AND SHALL NOT EXCEED 114E MAXIMUM (&SO,) 1/4� 0-20 SS SMALK BOLTS USED SHALL BE LONG ISNOIJOH(SHOULZ ANY ANISH MATEIRAL EXIST) To DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS, IN ORDER TO VERIFY THE ADM CONEMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-19 SMALL BE FIRST REWCED TO &S,D. DES" aTN'D LOADS BY MULTIPLYING THEM BY 0.6 N DOOM TO 6,3) IN WE THAT PRECAST STONL OR PRECW CONCRETE PANELS 13E FOUND ON T44E EXISTING WALL, TO COMPARE T14ESE Of/ MM. (A.SQ) DESIGN PRIMURE RATINGS INDICATED ON SRESS 25 & 26, ANCHORS S� BE LONG ENOUGH TO REACH THE MJNM STRUCTURE BF-14WD SUCH PANELS. ANCHORAGE :N ORDER TO VERIFY THAT COMPONENTS AND AK14ORS ON T41S P.LD. AS TESTED WERE NOT OVER STRESM. A .M% INCREASE SMIALL BE AS MENTIONED IN 9�1) AND IN EL2), N ALLOWABLE STREW FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS, FASTENER% SPACING TO WOOD HAS 0EEM DETERMINED IN ACCORDANCE WITH, N,D.S� ZOM (C) ANC"ORS SIALL BE INSTALLED FOLLOWING ALL OF THE REVOMMENDATKINS AND SPECIPiCATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE NAS BEEN VERIFIED IN ACCORDANCE WrTH SECTION 1626 OF MAN FACT IURER� I THE ABOY MEN14ONED CODE AS PER FINESTR47ION TESTING LABORATORY, INC, REPORT I .02. AS PROTOCOLS TAS-201. I I IT HALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMUCTURE WHERE SHUTTER T IS ,AS-202 AND IAS-203. OR WOOD FRAME ElUILDING-S 7M SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2. MIS SYSTEM I" SEEN DESIGNED TO at- INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING tHE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR UPT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 -10 SFAL/CAULK ALL SHUFTER, COMPONENT EDGES WHICH REAANN rN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT ADNOIRAAN INTRUSION CAULK AND SE& SHUT-?M TRACKS ALI- AROUND FULL ' J. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED IQ BE LENGTH. PERFORMED FROM THE INSIDE OF STRUMILARt, t3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS HIRCATED; IN THIS GNAWING . PLUS ANY BUILDING AND ZONING 4- SERIES 2000 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND 4OR120NIA, SUMPS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NS'141AMN IS REQUIRCO TO BE PERFORMED FROM. THE INSIDE OF SIRUCTUPE� 14 ATRIUM WINDOWS AND DOORS, INC. r - 2 HAND STORM PANEL SYSTEN" IS PADENF PENDING, 5- ALI ALUMINUM D"USIONS TO BE W63-110 ALLOY An TEMPER, (UNLESS CrrMERWiSE NOTED) 15 (9) THIS PRODUCT EVALUATION DOCUMENT (P.E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDt: INFORMATION FOR A Sn SPECIFIC PROJECTI i.e. WHERE THE S17E CONDITIONS DEVIATE FROM THE P�E-Q 6. ALL ALUMINUM SHEET METAL USED At C�,OSUWS SHALL HWE 3M6-MI4 ALLOY. M CONTRACTOR IQ BE RESPONSIBLE FOR THE StLILCITON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7- ALL STM SHEET METAL PANELS SMALL HAVE STRUMRAL QUALITY STEEL, J15TV A-65i QWL 50 JR., 0ALVANIZED STEEL THIS PRODUCT BASEL) ON THIS RE.D PRONIDED Ht/S"E DOES NOT bi FROM 'THE CONDMONS DETAILED ON OtSIGNKITOR WIFY- S&S k4i (ArMOR ROCLED). THIS DOCUMENT CONSTRUCTION SAFETY AT Eff IS 74E CONTRACTOP'S RESPONSIBILTY. 8, ALL SCREWS TO BE STAINLESS STEEL 304 ON ,516 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (.'I THIS PRODUCT EVALUATION DOCUMENT VALL BIE CONSIDERED INVALID IF MWFTEI), WOIB W/ 50 W YIELD STRENGTH, AND 90 4P� TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA, 001014', CODE SECTXW 2411.3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA RECISIIERED ENGINEER OR ARCHITECT WHICH WILL 0. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL, WITH 35 NIa MINIMUM YIELD STRENGTH BECOME THE ENGINEER Of RECORD (EC.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER USE OF THE P1,11. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P ED. ENONMR, SMALL 10. ANCHORS TO WALL SMALL BE AS FOLLOWS� SUBMIT TO THIS LWER THE SITE SPECIFIC DRAWINGS FOR .REVIEW (A) TO-ZM'MNa-?kUREa-DQW,RM (.) THIS P ED SHALL WAR THE WE ILND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of - f/4-0 TAPCON ANCHORS AS MANUFACTURED BY ITW SVLOEX. INC (MIN. f'­1192 MCI) RECORD THAT PREPARED IT - 1/4- 6 X 7/8- CAUK-IN ANCHORS, AS MANUFACTURED 13Y DEWALT INC. (MIN f'e-3000 P-Q 16. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBit LOCATION AT STORM PANEL IN - 014-10 PANELMATE FEMALE ID A, PANPLMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CIXISTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL SK41L BE PLACED FOR EVERY OPENNC� W-3350 P'. I ) LA13EUNG TO COMPLY WITH SECTION '7099.2 OF THE FLORIDA BUILDING CODE [ A-t) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4� AND 2- FOR PANELMATE FE"U IQ & PANELPA'TE PLUS, A2) MINIMUM EWE1DUZHT OF 1/4-0 X 7/8- CALr-IN ANCHORS WLL BE IS ?YS" INTO CONCRETE, 00 EMBEDMENT INTO ANY.FTNISH MATERIAL SKA11 BE PERMATITD, 1/4 0-20 SS SIDEWALK WITS USED SHALL RL UONIU, ENOUGHISHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS, 00, "0010-10% � A,3) 114 CASE THAI PRECAST STONEL PRECAST CONCRETE RAN"S, OR PAVERS BE POUND ON THE E94TIFIC WALL OR ror L NZ;%, � FLOOR, ANCHORS SMALL BE WHO ENOUGH 10 REACH rRE MAN STRUCTURE BEHNO SUCii PANELS. mCmORAGE SHALL ` lt BE AS I(ENIOWD IN A,I) AND I A,Z), � vICEN4,%'11 's, No. 44167 ". S 1/4, "' " - (81 TD-EELMI&LOrALIE �� i , ,,.� = . * :* 1 - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED W 11W, SIALDFX� INC - ­1 -- -` , L. I z FLORIDA BUILDING CODE (Htgh Valocit - V - I4U-r cane Zano)j - 1/4' 0 X 7/8- CALK-01 ANCHOM AS MANUFACTURED BY DEWALT INC Q'm-1500 Pfii,) * I � - * ,,& z .2020 MTERD. - F,P. t - 414-10 PANELMATE FEMALE 10 AND PANrLMATC PLUS ANCHORS, AS M&NUFACTURED BY ELCO CONSTRUCTON - .- -%, .,,�o f 20 CADE GALVANIZED SMEL STORM PANEL BY ,� " I #1 , I DA'a'" PRODUCTS W­,2071 0-1) I ­ . - , W-k ­ — , 1-11 - --- - �� � GIL PROTECTION PRODUCTS, 07pvE=%` - -- 1-1 h-I 0% // 11LIECIO... 14M &., !M DVDEU U.C. DATE, ( " I TPLUI NAME_ N­ 4,131. ----- a. � .1. PROW VHH4 -�, M (AWSPS-M7 20-176 Z ;:::r - 1.9-INP, - -1.1 - I DAMIND N� P� SE.,1.GAA,P."R: Dk-Om47's 1 SALIM A. n,uT �., P1. n-1 = PN 'i - - — 20ft 1 - . I - I - I . I - ��-., Dr. I I -6-P (1) (1) c- — f CO (3) "' -0 > r- 0 L_ L- -0 a) 0- = a) 2-o 2 a M -0 0- . I -I- %w 0 CM 0 -4- W -1.-, = = M - .- a) -0 0 M (n 070-0 a) 0 CL C 0 ?�: = CU = ­0 E: — 0 -4.- ,.,- CU M 0 > . " CO W " -4-0 CL — cn ,,'o CU C:�- = IM C -6-0 �- -0 — CO < 0! 4 z z w mi - I ''I'll-1- ­- COMPQNENTS F9R SERIES 2000 & I 000 E-Z HANG STORM PANELS X/24 111, NOR 2 DEP060 ­ (SCALE 1/2-I-) 4 W/ OR - (SEE NOTE .- SELOW) /24 110� V/24 (Be om j sevoin ITION DETAILS FOR SERIES 2000 AND 1009 E-Z HANG STORM V.1, SM. V/24 * 4'/24 CIO -51� 3- M... 2' PANEL X, 14TO RETE QR C9tj9jffjjE--ffL0 - saDU%DPN R%�Ir 5- Me. ­9 K *A,' r, -a--- SC FOR ODNORM MCM?w M r . A.C. T T - IC8, -- -- '2 59 I' - ­-� or 1=21,10I WOW SCRrw`­ - /!� r !: 611-1 -- - � �— I !I- SIW 2. - - ; I (SIDE SONEINU on swe, -, I I M-ML - � e 3 I ADQUOD) - , - -- . - -1-1 L I - L ls.IS6- (TOTAL WEITIN) ­ ­ -- - - ---- -- -- I ­ -- L -- - L I I - I � 0--�/-C­?G�A - . I I I I � � � 1 4�6 � - 2.25D' �- 2,591 " — 1- " I - ­ I ­- swo .9 1* 11-1 '� I - — — - f- L ,, - I � � - ; . 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I ,POURED DOUG E � , POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED REQUIRED W&L M011NTiNG INSTALLATION WALL MO ION SECTION 3A alff AU-9 0 REWLAR PANEL 2 LIFE SAFETY PANEL SCALE 3/9-- I - SCALE 3/8--i - II SEC SHEET 10 A, 20 MR ANCHORS TYPIZ A, AND"Oft TIM - I -ye. SPACING 'OR WAILAINONS INTO WOOD - v`CPP FRAME BUILDINO. Afi� AADIM VAPW C.) � MdAM ANCHOR SPACINGS AND MINIMUM - OM DSTANM ARE WOCATED ON INS ... f-.,A. 0.) 3 SCHEDULE FOP ED. UDRI TIM DRAGAM ON �-j --- — SCHLDUIUE REDUCE ANC1409 SPACING in Io-.� - PI) J "OPLYPIC SPACING SHOWN ON SCKMULE ACRON, CA OW OWWO ROM BY THE FOUDWING FACRIAS MR INIS � OPERATION 10 HE POSMOLE REPM I - ­ - -1 I �P�� . ... .. ... - . ­-­ SPACIND OBTAINED IS= FACTOR SMALL ACT __ _ 2 1/2 - K LESS TIM MINIMUM SPACING wvAcAEo - -- rot E" ANCHOR TYPE ON THIS SCHODUILIt �Ir ]­;�6-- , - I - -3 , , � / , v ­ ­ . - .1 1 I ��. - ,­:: OR CONCRETE �, OR CDNCRE-� . OLOCK REQUIRED --C I �,� BLOCK REQUIRED : - ... , , I r I . 1. I— I 1/4- rc� .. � % , 1 1/4' " — �­ -I .. I M- .. �11 . I % � , i -,-"-- --- -- I! 1 :, E-0 ,�,,, I � E.D.0 � " � ,::: I I ; .�, , �, � ... , , 1 � � .1 I . ; .. 1'�' �11 ,�, ":"".". I � �; ,,�� -, L�i�"',­'� " � � .a . � ! � I I � � � +-- - ,�­ �1, j : I .. 1 ! CONT I � I : ; i ; � �3 � I ; i --( I -,is-NIN. , , w tMARIPPR, II, -T I- ,:Er. - 1 : F I I � .0 r - I- - � 12 -= DN I ; � '.) I � I I 9M I . rKffnWj i � o '. 0 i I ;L'S�.J 1 ; GLASS � , `,, � ,," I i dt I - " d9 I I � � . I ! ; I I � : . � h , ii A : f I 61 I . , i I i i . I '� �, � � . . I I ; � I " i I ` - I ,�� - ir . - . I :, �- :,;,;,.-, � I II� *vIN4IP"r. j-- ; I - 9 � I � � I : I , � I 1; i ! 1. - '44 -- I i� I I -. - -_ - --,�,,� %41 - 11 - - 1, , I I t ,� ,- - 1; I I � t � I I ; i � I . I � � t ! : t7l I I . ��',%f".J�,- �- � , . I 6 I I , ,"",­ , - I , .�, � - CD I'll I 1 -u, I '. � ", . I 1 Ez.- xl, � E-G'. " L I . , I 11 I ,,r , i I � . I ,,,,�i � � r 1, " ! . � , - I I , I I - - I I— - -­ ­ -C -- - -,-- -- L.-----f­­-- -! /�- . � 1/4, W --S A W/ � , e:I . - - I 1 4 , - -1 I � I -, ­,/Z , ;/3Re4vNii M - - NUT WASHER , I, . ­7111 -/ 203Y S,S. M�s *1 /8! � 11� ,:, , WINS Aaff EASIER � i - ox �, facmi l�, " 0 72 1/2 � ,� I i I � 1 ­�/4' TAPTION ANCHORS � � " ­414* TAPCON 4 I/21 iLc. f "RS i & 4 1/2" QC. � ­POAAM CONCRETE POURED C _ OR CONCRETE KOCK 11 OR Do ONCRETE REQUIRED OCRETE """" "" WALL MQUNTINQ INSTAIJAPON WALL MOUNTINC; ]WALLA N ORIM 0 W= LEAR 9 SCALE 3/8--l' SCALE 3/8-� 1 - FLORIDA Hurricane ------------- M-TALLATION DETAILS FOR !2PIlON #2 FOR LIFE SArETY STOR EANEL aYSTEM , M - -- INTO EXISTING WOOD STRUCTURES ­7­-�­ 1 - � -� ---- ,11 " V 7 , '"",- I � 4 i $� 7 "I I : I � 1�, , -, ol I " �-- �Oi I , , , " , , —­ , I I L , , -, :��` - 3 -", -I- " 11 - 7- � /', , ��'- - ,� I � III -- I I ,."- ,�,- " ."-, -, �� - , 0, 1�� �,- " ; �� .. I , ,�, le— --­��- � � 1�4'# TAtCON 0 0- OX, /� �i� 11 — , � � , � ­ _ ­_* , �; � - ... -- - " .- I , I % 1) �� � ,�- - "N .NFA= , I � , �7 ,,, r - - -­­Y, 1/2* MIN. 7HRMED - � 11 I r 0i P"I'TION AT WOOD - . , I I (11 PENETRATION AT WOOD ��, I HEADER I I I I � HEADER �� W ,- , I - � . � � I ff I r �", I 'I, ,-' , ir .- . � , I , , I I � � � �, � , , �k , / � , , � I , ii- I , 11, " �6 an" �� - - .11, IV w5i�� 6 I'2- , `� ," 1/2 �/4- 1 � ,1 � I � 1/4 . e , - , (I" I I � o , I I I . , , """ -- --- li I � � I . I - , , I - '. � , I I I I ! I i I I WOOD z � " ., I WOOD HEADER , . - e ' - � I ,� REQUIRED ­ - '�' - M�- % 1; I -- ' - - - � � FROLD HEADER I A � , , RED 7 . - I � � - . � r 1 : . 'L ,� I I �-1 1i I � �Isw` I . -1 r--- I I - -4 -- - ­ � . 1L. . �. --- - .. I I I "I 11 I i i . (31 �� L A � I : . ; ; - 0 i I I I w NuNwRoN , � : I I w � I i � � r-(w SCHWUU, � ! i I ; I � : �� a- SHM 16) � I 1 V.,j%%.. I I -,, I M.A, S I I 'L' M,.. I I '. I . I . : I � ­­­ I f-su ScEpeum - F PANEL LENGTH ­­� - - 1�',�7,--.­--, - �,V� PANEL LENCTH I DUSTING, 1 ON MIM, 14) : IBEX NOTE I BELOW) 1/4"0-20�1 . , � " ,-, I � SEE NOTE I BELOW) CIASS - � � S-S� M�S. wi- , - 1- -­ - I 1, i - , � ­-, , ___,,---I I—— - I I ,� W . 3/w 1 11 4 j I I , � IN NUT � �� � j '. � ," . I— 11 1�­111� - . � " - ,� ­ " - 1- -1 , -11 , , ­- - ­ ­-­ � ­ �� 5� � ­ � -� ­­�- - . , : . � - F I ­ ­­ , - � ! , , I , 1 ! I I I I e I - .. � ­ -k � ! 4 � I i � L. I 1 I : � : � L - ­ ­,, ----- - I ­1 . I I I E - -- 1­ �, - ----- - ­­,11� , I . � , -1 s I i � , I i � I I I - I i � I 4 I - 0 i � 0 � . I I "I � : I � � 4 � I ,I ,� � I 1, : : �I . r I I � ; I I- , - I f - 1. - . I . 6 I � ED � �� 4 6' t I , - - , -­ i - �-. 11 I I , I 0. - . . I ED - L�c � F .4 -fir � I I I M ---- �-­l -- ,- - - - � , 11 11� I I ­ -1 ,- I .-- - I'll I I - -- - -- -J-----4�� � i"I vv � . I I , I � I , I � , ,- : : � � : ,7/6'0 , 3132' WING NUT f � I , ENE; Ru'r PLATE % � Vi I I I I. 2-0* WOOD 2",�gao-" -" - -- _,_,; 5 . !� � F?/S"o . 3/32 REQUIRED - 1, ­1 ­ I - D.C. G - I WASHER 0 (BEYOND) ."I , , � 1:; � I WAS14ER 0 6 )/4 RE, I �. 'I I i ; I I ��. 014-10 PANELMATE F,T j : �� . I I,, J!, .11 ,1 I fl.-I I " � I � ,� I 7 i I � ----I ,, � a 6 0 PANIDUMAIE P�A I ­- ---�­­ ; � 01, I/ W I ! � /41 0 C, pw"it�- �. � - I ­1 I � � I MIN. I. Rl."/G. �,,- -- �; , 1 I I ; I �� , � , � Milk THREADED I - � , , AT MIDWOTH Of PLATE I � � AT MIDIANOTH OF PLATE .� , I I , ' -- ' ­ , [,A I - -­ , �4 -.1 �­;�'-`. � - ­�?,�� -­1 � , I WALL M21INKTI sm"M I ­Mw 0,01NNINIEON, ALT NEL Th 0 v imm ,.t'�� �� .... Wil,j%, I SCALE �I/Ar- I' '. -1. * �" ENS,p,%. I, SCALE -1/8*-I' 1-11, 11 ­­ . ,� - FLORIDA BUILDING CODE Lfth Velocity Hurf " ZOns)I , . �- _ _ NOTES 2 -, No, W67 * - won GUM INC FP 2 I '� * = ,:Z" 20 GAGE GALVANIZED STEEL STORM PANEL DRAMN ft. I. NVALIATIONS ARE MY VAUD MR BUILDINGS MTN &S.0 DES" LOADS *i * C - - � _ s I � - '> — 071wm UP TO �55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8' 8'. sl- . S AIE 1��L�­__ - -­1 - GLOBAL PROTECTION PRODUCTS, LLC, .M. - - ON 1� , - 'F - 11k4? Aam swwl 51 STREET 2- FOR NEW *DOD FRAME C STR=M: WOOD MEMBERS TO BE SOUTHERN , � -- /T [TE—C —0. . . \ NIBS NO 2, W/ SPECIFIC DENSITY OF OSS OR FOLMJ 1", -,�.-�..,` MO," T.U, Tmm* .g!%g�..%,gL AWC FI. =1 , , - )WIR-75V5, FAC 1 20-176 , , "e - - li, S81 , . . I �:. W, /- , OR. (.W�., -- r - � -1 (.Q- ANOG-1- . I ..... IHIIHI /cAn: NALITA A, TILUT J`., P+L . � ���� ��� -- I , am U, 1 "167_ - - -- SAGAY N w a I POURED CONCRETE OR CONCRETE BLCCW REOUTRED INSTALLABON DETAILS FOR QPTION #2 FOR UEE SAFETY STORM PANEL-5Y5JEM INTO EXISIING PORED CONCRETE OR 99NCRETE BLOCK STRUCTURES i/4 ' TAPCON ANCHORS 6111.* WCON ANCHORS . I - 111C. I O.C, �1-1 . - , A. POURED CONCRETE 't - --� I /4 - F.D� ,�, � I I , � . ,�,,�, : , "'; . i ., i � ,�� I , ,�' : .�c " — �' "" - - - ,--- - ` I - ­R, '-- I . � I � L I S I I I -�,* I . I I CD r- =1% - 1 ". � , E= I ANaI 10) � � 0 s Tsl 1 ; d S � f ,P ; � ! I,--- . -1 ­ -.-- 1-,:�l - , if , , , " I ,, ,,, '11�i I I i I . I D� I j - : i I � I I I i I ; � � I i . I I -, L � , - - t�,�-,­,­­ � I A." 1�-, ,,� � ­0 .�, : " ' F­��- �,,�.�, ; : , , , �,,� I ", � � � ,�,' 11 1 <"I",'�' L .� I -- - � , - ­i ,� ' : _ _'_, I 10-0 FANELMATE PLUS IV/ 1. _Ijat � a CP ' WASHE 5 0 6 I;AN320' WIND N`j' � i , POURED CONCRETE OR CONCRETE! BLOCK REQUIRED WAU MOMUN-rIN&MALLAMN 9 REGULAR PANEL SCALE 3/8'-I' SM BMW It A! 20 ", AW�M TYPE & ANDIIINTIPE -1/4'. ,/4-P SF%0W FOR INSTALLATIONS IWO WON .. Ixmmau -- FRAME RAUIM M. ANaw iwNowIi 00 3 3 MIMMUM ANCHOR SPA0140% MO MINIMUM � �-- �-) - EDGE DISTANCE ARE INDICATED Ott ill, *-- I SCHMAX POR Go LOIS THAN ANDICA-1.0 ON K. -1 jo­ s- w SCIEDULE ROAX2 ANCHOR SRAONU BY - �L �-,� � Acivii. M wa wai NAVAIIII I MULTIPLYING SPACING 910A ON WE`%`U` BY THE FOUPOWIM I'ACtORS, FOR ING I , INDUCED _ _ _ .0 � O. m4m. To K POEM i- - I- 11 -1 -- - I --- ­ VACINC OVADIDO USING FACTOR SHAU W - , ? I/r, ---- -, �-_ - BE I= INA. WNWUIA SPACAIC WOEATED I � -­ , - FOR EACH INCHUR TYK 00 TINE SCREW ­ ­­ I - I 1. �F ­­­­ - I'm Im - ­­­­­1 I T/2- I -- - I OR CONCRETE BLOCK REQUIRED I I -,�j . - - 4 ED.* I : � I , � � I ­i�,L, 1, � I I : --i�­.�, . I � ��. I ! : � I I r I= I I � ID I -­ � , .11 '� , - - .) i I - I : t;-1 � � ;R I . 9 , I ­­ � ­ - ­ ­­t�­ A I ­ ­ ­­­ -- 1� ­ ig , i ��, 1 : I I i I -� ­11 ­­1 I I I � � I 91 " - - ­,­ - , ­,� r I � ---- 6- ., v i - � i �, " 1­ I " 9 007DY"A' , I I 4 - i --- - ­ � , j I .1 --- ­- 1 . --li I i ! j -1 . 1 4 . i I �7/�'T�"Z!,,-­ , I 6' - 1-1 - a., , � � � I I -1 I - , Lo.- ,1 , , , , 11 ! �­ I I - I I /11 - I 1� V9 � . I � � , I Ll!�, 11 , ­­­-I� ... . i I I- - I" " - _jV* PANWATE PLUS W� ­ � t , . ,� 3/32' WNG NUT WASHER (%WAD) -ROUSIED CONORM OR CONCRETE BLOCK REQUIRED P.C, SDL/=.MDAx/DAx , " , ' �5,�J!4, 'I v " p �,-`�'.El ,ve I . I-* No, 44167 *. I . %3 - va r", W-0 :z_ �A - C= L- = CWD C..'s C-4 1:10 >4 - L&- C3� C= - . C�4 .= = cc - �D,Z *- I W 1 = 0, 3: , 4) -rz = :. 5: E = = aL , =-! 51 :R ­r -;; 3: 3: M a) .= = .T (.) CUI � Z. = t= .!L CL) cc .;- =. C= L= .= In M = rE M CD � w - t , - FLORIDA BUILDING CODE LHIgh Velocity Hurricane Zan W= WOOD, W- 20 GAGE GAILV"WID STEEL STORM PANEL - LO: ORION Sr :: P � C ROT!: n, ov"12M ' — '� LGLOUL PROTECTION PRODUCTS, LLC. DA, ILIECO.Mc � IN. L- N ASCII S. Ei STACCI ;I" 4, ENIGNMARR; EMVANY : FL n344 P.GNL IINN - I&, iPEA"_4M = . ,.,: � � .. - IN, � e.p MI. -7utL 20-176 A. , =0 ;`01 0, , ", Iasa _ . - - awi - van7l - . I . - ,:, -1- Am jol — ORWAR No� NOTES: Y" L-2 RANI MM Ean I E-Z HANG SIORM PANEL SHOWN ON IMIO PRODUCT EVALUATION DOCUMENT (RE.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8-4) MINIMUM DAIRCOMIEN1 OF TAPCON ANCHORS AND PANELMA7E FEMALE ID & PANELVATE PLUS INTO CONCRETE ACCORDANCE WV THE 2020 (7th EDITION) OF THE FLOF40A BUILD114G CODE. BLOCK SMALL BE I 1141. DESCH WIND LOADS SKq.k BE OVISRMORED AS PER SECTION 1620 OF THE ABOVE MENTION 0.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* GALK-IN ANCHORS SHALL BE 15 7/0' NITO CoNcGM. MR A WIND 5 RED BY INE JUIRSOICTION WHERE THESE SMUTYERS VALL BE Iwlt�L6 AND NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED, FOR A DIRECT KII-OZ5, USR40 ASCE 7-15 AND SHALL NOT EXCEED 114E MAXIMUM (&SO,) 1/4� 0-20 SS SMALK BOLTS USED SHALL BE LONG ISNOIJOH(SHOULZ ANY ANISH MATEIRAL EXIST) To DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS, IN ORDER TO VERIFY THE ADM CONEMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-19 SMALL BE FIRST REWCED TO &S,D. DES" aTN'D LOADS BY MULTIPLYING THEM BY 0.6 N DOOM TO 6,3) IN WE THAT PRECAST STONL OR PRECW CONCRETE PANELS 13E FOUND ON T44E EXISTING WALL, TO COMPARE T14ESE Of/ MM. (A.SQ) DESIGN PRIMURE RATINGS INDICATED ON SRESS 25 & 26, ANCHORS S� BE LONG ENOUGH TO REACH THE MJNM STRUCTURE BF-14WD SUCH PANELS. ANCHORAGE :N ORDER TO VERIFY THAT COMPONENTS AND AK14ORS ON T41S P.LD. AS TESTED WERE NOT OVER STRESM. A .M% INCREASE SMIALL BE AS MENTIONED IN 9�1) AND IN EL2), N ALLOWABLE STREW FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS, FASTENER% SPACING TO WOOD HAS 0EEM DETERMINED IN ACCORDANCE WITH, N,D.S� ZOM (C) ANC"ORS SIALL BE INSTALLED FOLLOWING ALL OF THE REVOMMENDATKINS AND SPECIPiCATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE NAS BEEN VERIFIED IN ACCORDANCE WrTH SECTION 1626 OF MAN FACT IURER� I THE ABOY MEN14ONED CODE AS PER FINESTR47ION TESTING LABORATORY, INC, REPORT I .02. AS PROTOCOLS TAS-201. I I IT HALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMUCTURE WHERE SHUTTER T IS ,AS-202 AND IAS-203. OR WOOD FRAME ElUILDING-S 7M SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2. MIS SYSTEM I" SEEN DESIGNED TO at- INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING tHE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR UPT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 -10 SFAL/CAULK ALL SHUFTER, COMPONENT EDGES WHICH REAANN rN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT ADNOIRAAN INTRUSION CAULK AND SE& SHUT-?M TRACKS ALI- AROUND FULL ' J. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED IQ BE LENGTH. PERFORMED FROM THE INSIDE OF STRUMILARt, t3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS HIRCATED; IN THIS GNAWING . PLUS ANY BUILDING AND ZONING 4- SERIES 2000 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND 4OR120NIA, SUMPS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NS'141AMN IS REQUIRCO TO BE PERFORMED FROM. THE INSIDE OF SIRUCTUPE� 14 ATRIUM WINDOWS AND DOORS, INC. r - 2 HAND STORM PANEL SYSTEN" IS PADENF PENDING, 5- ALI ALUMINUM D"USIONS TO BE W63-110 ALLOY An TEMPER, (UNLESS CrrMERWiSE NOTED) 15 (9) THIS PRODUCT EVALUATION DOCUMENT (P.E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDt: INFORMATION FOR A Sn SPECIFIC PROJECTI i.e. WHERE THE S17E CONDITIONS DEVIATE FROM THE P�E-Q 6. ALL ALUMINUM SHEET METAL USED At C�,OSUWS SHALL HWE 3M6-MI4 ALLOY. M CONTRACTOR IQ BE RESPONSIBLE FOR THE StLILCITON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7- ALL STM SHEET METAL PANELS SMALL HAVE STRUMRAL QUALITY STEEL, J15TV A-65i QWL 50 JR., 0ALVANIZED STEEL THIS PRODUCT BASEL) ON THIS RE.D PRONIDED Ht/S"E DOES NOT bi FROM 'THE CONDMONS DETAILED ON OtSIGNKITOR WIFY- S&S k4i (ArMOR ROCLED). THIS DOCUMENT CONSTRUCTION SAFETY AT Eff IS 74E CONTRACTOP'S RESPONSIBILTY. 8, ALL SCREWS TO BE STAINLESS STEEL 304 ON ,516 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (.'I THIS PRODUCT EVALUATION DOCUMENT VALL BIE CONSIDERED INVALID IF MWFTEI), WOIB W/ 50 W YIELD STRENGTH, AND 90 4P� TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA, 001014', CODE SECTXW 2411.3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA RECISIIERED ENGINEER OR ARCHITECT WHICH WILL 0. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL, WITH 35 NIa MINIMUM YIELD STRENGTH BECOME THE ENGINEER Of RECORD (EC.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER USE OF THE P1,11. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P ED. ENONMR, SMALL 10. ANCHORS TO WALL SMALL BE AS FOLLOWS� SUBMIT TO THIS LWER THE SITE SPECIFIC DRAWINGS FOR .REVIEW (A) TO-ZM'MNa-?kUREa-DQW,RM (.) THIS P ED SHALL WAR THE WE ILND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of - f/4-0 TAPCON ANCHORS AS MANUFACTURED BY ITW SVLOEX. INC (MIN. f'­1192 MCI) RECORD THAT PREPARED IT - 1/4- 6 X 7/8- CAUK-IN ANCHORS, AS MANUFACTURED 13Y DEWALT INC. (MIN f'e-3000 P-Q 16. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBit LOCATION AT STORM PANEL IN - 014-10 PANELMATE FEMALE ID A, PANPLMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CIXISTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL SK41L BE PLACED FOR EVERY OPENNC� W-3350 P'. I ) LA13EUNG TO COMPLY WITH SECTION '7099.2 OF THE FLORIDA BUILDING CODE [ A-t) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4� AND 2- FOR PANELMATE FE"U IQ & PANELPA'TE PLUS, A2) MINIMUM EWE1DUZHT OF 1/4-0 X 7/8- CALr-IN ANCHORS WLL BE IS ?YS" INTO CONCRETE, 00 EMBEDMENT INTO ANY.FTNISH MATERIAL SKA11 BE PERMATITD, 1/4 0-20 SS SIDEWALK WITS USED SHALL RL UONIU, ENOUGHISHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS, 00, "0010-10% � A,3) 114 CASE THAI PRECAST STONEL PRECAST CONCRETE RAN"S, OR PAVERS BE POUND ON THE E94TIFIC WALL OR ror L NZ;%, � FLOOR, ANCHORS SMALL BE WHO ENOUGH 10 REACH rRE MAN STRUCTURE BEHNO SUCii PANELS. mCmORAGE SHALL ` lt BE AS I(ENIOWD IN A,I) AND I A,Z), � vICEN4,%'11 's, No. 44167 ". S 1/4, "' " - (81 TD-EELMI&LOrALIE �� i , ,,.� = . * :* 1 - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED W 11W, SIALDFX� INC - ­1 -- -` , L. I z FLORIDA BUILDING CODE (Htgh Valocit - V - I4U-r cane Zano)j - 1/4' 0 X 7/8- CALK-01 ANCHOM AS MANUFACTURED BY DEWALT INC Q'm-1500 Pfii,) * I � - * ,,& z .2020 MTERD. - F,P. t - 414-10 PANELMATE FEMALE 10 AND PANrLMATC PLUS ANCHORS, AS M&NUFACTURED BY ELCO CONSTRUCTON - .- -%, .,,�o f 20 CADE GALVANIZED SMEL STORM PANEL BY ,� " I #1 , I DA'a'" PRODUCTS W­,2071 0-1) I ­ . - , W-k ­ — , 1-11 - --- - �� � GIL PROTECTION PRODUCTS, 07pvE=%` - -- 1-1 h-I 0% // 11LIECIO... 14M &., !M DVDEU U.C. DATE, ( " I TPLUI NAME_ N­ 4,131. ----- a. � .1. PROW VHH4 -�, M (AWSPS-M7 20-176 Z ;:::r - 1.9-INP, - -1.1 - I DAMIND N� P� SE.,1.GAA,P."R: Dk-Om47's 1 SALIM A. n,uT �., P1. n-1 = PN 'i - - — 20ft 1 - . I - I - I . I - ��-., Dr. I I -6-P (1) (1) c- — f CO (3) "' -0 > r- 0 L_ L- -0 a) 0- = a) 2-o 2 a M -0 0- . I -I- %w 0 CM 0 -4- W -1.-, = = M - .- a) -0 0 M (n 070-0 a) 0 CL C 0 ?�: = CU = ­0 E: — 0 -4.- ,.,- CU M 0 > . 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ONE INTERIOR PANEL N!.IwTd;6 DID: 5-10-IL" WWWAO" N30 ., PLO4. .,.B � ON NQYE (J) ASIDIVIE'S MAY BE USED X AT BOTTOM ATTACHING BOTTOM TRACK TO WALL P,'r = ,,%IHIINNN,%, SPECS ,4&g . 'Movii.11t ... T. IN SUCH ME. CONINECTION OF PANELS MOUNTED TO F i L. TO BOTTOM TRACK WAY OCCUR AT ANY PANEL U)CATION W/ TWO PANELAAATES P NO NG SHOWN ON %AT- AND . el 10 nec" '��A A . Mi,,. EDGE DISTAN AT TOP ' ,,,\\ - �4�,*%. '. 3' & 4r ON SHE -I 2k . '00 OR , , . I - - CQ 4 8 I . t IF NAKI - t CA' a- - L" , I ......... �3 I I D55- (Typ.) . - ` . (5) SEE SEC`nDN I ­L SEE ANCHOR SCHEDULE ON SHEET 25. hn", GE NVID t, - GGGR = -F' /I ' DOES L 4 /11 . 0 11 H 0 �,,p� �;. =.."y; UC.x- - ,/ V 1/2' ., ES , IN, 1. 750' .. - �; ,,*,Hill ROT NEED TO BE C-4 I: = - M .:� INST. 'T NsMU,RRN, TYPE ON � " \�CEN�'%!JA� w . r- . . .0 IN SUCH ThAT ADJACENT PANELS (TO f LM & FRONT SIDE OF WTMiDR PANEL) HAVE "� , . . 'IN 0 N. IQ;;4� Ip .. 1 - �!' L /. . \�CINS­� N, ... 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M�s *1 /8! � 11� ,:, , WINS Aaff EASIER � i - ox �, facmi l�, " 0 72 1/2 � ,� I i I � 1 ­�/4' TAPTION ANCHORS � � " ­414* TAPCON 4 I/21 iLc. f "RS i & 4 1/2" QC. � ­POAAM CONCRETE POURED C _ OR CONCRETE KOCK 11 OR Do ONCRETE REQUIRED OCRETE """" "" WALL MQUNTINQ INSTAIJAPON WALL MOUNTINC; ]WALLA N ORIM 0 W= LEAR 9 SCALE 3/8--l' SCALE 3/8-� 1 - FLORIDA Hurricane ------------- M-TALLATION DETAILS FOR !2PIlON #2 FOR LIFE SArETY STOR EANEL aYSTEM , M - -- INTO EXISTING WOOD STRUCTURES ­7­-�­ 1 - � -� ---- ,11 " V 7 , '"",- I � 4 i $� 7 "I I : I � 1�, , -, ol I " �-- �Oi I , , , " , , —­ , I I L , , -, :��` - 3 -", -I- " 11 - 7- � /', , ��'- - ,� I � III -- I I ,."- ,�,- " ."-, -, �� - , 0, 1�� �,- " ; �� .. 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I I , I � I , I � , ,- : : � � : ,7/6'0 , 3132' WING NUT f � I , ENE; Ru'r PLATE % � Vi I I I I. 2-0* WOOD 2",�gao-" -" - -- _,_,; 5 . !� � F?/S"o . 3/32 REQUIRED - 1, ­1 ­ I - D.C. G - I WASHER 0 (BEYOND) ."I , , � 1:; � I WAS14ER 0 6 )/4 RE, I �. 'I I i ; I I ��. 014-10 PANELMATE F,T j : �� . I I,, J!, .11 ,1 I fl.-I I " � I � ,� I 7 i I � ----I ,, � a 6 0 PANIDUMAIE P�A I ­- ---�­­ ; � 01, I/ W I ! � /41 0 C, pw"it�- �. � - I ­1 I � � I MIN. I. Rl."/G. �,,- -- �; , 1 I I ; I �� , � , � Milk THREADED I - � , , AT MIDWOTH Of PLATE I � � AT MIDIANOTH OF PLATE .� , I I , ' -- ' ­ , [,A I - -­ , �4 -.1 �­;�'-`. � - ­�?,�� -­1 � , I WALL M21INKTI sm"M I ­Mw 0,01NNINIEON, ALT NEL Th 0 v imm ,.t'�� �� .... Wil,j%, I SCALE �I/Ar- I' '. -1. * �" ENS,p,%. I, SCALE -1/8*-I' 1-11, 11 ­­ . ,� - FLORIDA BUILDING CODE Lfth Velocity Hurf " ZOns)I , . �- _ _ NOTES 2 -, No, W67 * - won GUM INC FP 2 I '� * = ,:Z" 20 GAGE GALVANIZED STEEL STORM PANEL DRAMN ft. I. NVALIATIONS ARE MY VAUD MR BUILDINGS MTN &S.0 DES" LOADS *i * C - - � _ s I � - '> — 071wm UP TO �55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8' 8'. sl- . S AIE 1��L�­__ - -­1 - GLOBAL PROTECTION PRODUCTS, LLC, .M. - - ON 1� , - 'F - 11k4? Aam swwl 51 STREET 2- FOR NEW *DOD FRAME C STR=M: WOOD MEMBERS TO BE SOUTHERN , � -- /T [TE—C —0. . . \ NIBS NO 2, W/ SPECIFIC DENSITY OF OSS OR FOLMJ 1", -,�.-�..,` MO," T.U, Tmm* .g!%g�..%,gL AWC FI. =1 , , - )WIR-75V5, FAC 1 20-176 , , "e - - li, S81 , . . I �:. W, /- , OR. (.W�., -- r - � -1 (.Q- ANOG-1- . I ..... IHIIHI /cAn: NALITA A, TILUT J`., P+L . � ���� ��� -- I , am U, 1 "167_ - - -- SAGAY N w a I POURED CONCRETE OR CONCRETE BLCCW REOUTRED INSTALLABON DETAILS FOR QPTION #2 FOR UEE SAFETY STORM PANEL-5Y5JEM INTO EXISIING PORED CONCRETE OR 99NCRETE BLOCK STRUCTURES i/4 ' TAPCON ANCHORS 6111.* WCON ANCHORS . I - 111C. I O.C, �1-1 . - , A. POURED CONCRETE 't - --� I /4 - F.D� ,�, � I I , � . ,�,,�, : , "'; . i ., i � ,�� I , ,�' : .�c " — �' "" - - - ,--- - ` I - ­R, '-- I . � I � L I S I I I -�,* I . I I CD r- =1% - 1 ". � , E= I ANaI 10) � � 0 s Tsl 1 ; d S � f ,P ; � ! I,--- . -1 ­ -.-- 1-,:�l - , if , , , " I ,, ,,, '11�i I I i I . I D� I j - : i I � I I I i I ; � � I i . I I -, L � , - - t�,�-,­,­­ � I A." 1�-, ,,� � ­0 .�, : " ' F­��- �,,�.�, ; : , , , �,,� I ", � � � ,�,' 11 1 <"I",'�' L .� I -- - � , - ­i ,� ' : _ _'_, I 10-0 FANELMATE PLUS IV/ 1. _Ijat � a CP ' WASHE 5 0 6 I;AN320' WIND N`j' � i , POURED CONCRETE OR CONCRETE! BLOCK REQUIRED WAU MOMUN-rIN&MALLAMN 9 REGULAR PANEL SCALE 3/8'-I' SM BMW It A! 20 ", AW�M TYPE & ANDIIINTIPE -1/4'. ,/4-P SF%0W FOR INSTALLATIONS IWO WON .. Ixmmau -- FRAME RAUIM M. ANaw iwNowIi 00 3 3 MIMMUM ANCHOR SPA0140% MO MINIMUM � �-- �-) - EDGE DISTANCE ARE INDICATED Ott ill, *-- I SCHMAX POR Go LOIS THAN ANDICA-1.0 ON K. -1 jo­ s- w SCIEDULE ROAX2 ANCHOR SRAONU BY - �L �-,� � Acivii. M wa wai NAVAIIII I MULTIPLYING SPACING 910A ON WE`%`U` BY THE FOUPOWIM I'ACtORS, FOR ING I , INDUCED _ _ _ .0 � O. m4m. To K POEM i- - I- 11 -1 -- - I --- ­ VACINC OVADIDO USING FACTOR SHAU W - , ? I/r, ---- -, �-_ - BE I= INA. WNWUIA SPACAIC WOEATED I � -­ , - FOR EACH INCHUR TYK 00 TINE SCREW ­ ­­ I - I 1. �F ­­­­ - I'm Im - ­­­­­1 I T/2- I -- - I OR CONCRETE BLOCK REQUIRED I I -,�j . - - 4 ED.* I : � I , � � I ­i�,L, 1, � I I : --i�­.�, . I � ��. I ! : � I I r I= I I � ID I -­ � , .11 '� , - - .) i I - I : t;-1 � � ;R I . 9 , I ­­ � ­ - ­ ­­t�­ A I ­ ­ ­­­ -- 1� ­ ig , i ��, 1 : I I i I -� ­11 ­­1 I I I � � I 91 " - - ­,­ - , ­,� r I � ---- 6- ., v i - � i �, " 1­ I " 9 007DY"A' , I I 4 - i --- - ­ � , j I .1 --- ­- 1 . --li I i ! j -1 . 1 4 . i I �7/�'T�"Z!,,-­ , I 6' - 1-1 - a., , � � � I I -1 I - , Lo.- ,1 , , , , 11 ! �­ I I - I I /11 - I 1� V9 � . I � � , I Ll!�, 11 , ­­­-I� ... . i I I- - I" " - _jV* PANWATE PLUS W� ­ � t , . ,� 3/32' WNG NUT WASHER (%WAD) -ROUSIED CONORM OR CONCRETE BLOCK REQUIRED P.C, SDL/=.MDAx/DAx , " , ' �5,�J!4, 'I v " p �,-`�'.El ,ve I . I-* No, 44167 *. I . %3 - va r", W-0 :z_ �A - C= L- = CWD C..'s C-4 1:10 >4 - L&- C3� C= - . C�4 .= = cc - �D,Z *- I W 1 = 0, 3: , 4) -rz = :. 5: E = = aL , =-! 51 :R ­r -;; 3: 3: M a) .= = .T (.) CUI � Z. = t= .!L CL) cc .;- =. C= L= .= In M = rE M CD � w - t , - FLORIDA BUILDING CODE LHIgh Velocity Hurricane Zan W= WOOD, W- 20 GAGE GAILV"WID STEEL STORM PANEL - LO: ORION Sr :: P � C ROT!: n, ov"12M ' — '� LGLOUL PROTECTION PRODUCTS, LLC. DA, ILIECO.Mc � IN. L- N ASCII S. Ei STACCI ;I" 4, ENIGNMARR; EMVANY : FL n344 P.GNL IINN - I&, iPEA"_4M = . ,.,: � � .. - IN, � e.p MI. -7utL 20-176 A. , =0 ;`01 0, , ", Iasa _ . - - awi - van7l - . I . - ,:, -1- Am jol — ORWAR No� NOTES: Y" L-2 RANI MM Ean I E-Z HANG SIORM PANEL SHOWN ON IMIO PRODUCT EVALUATION DOCUMENT (RE.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8-4) MINIMUM DAIRCOMIEN1 OF TAPCON ANCHORS AND PANELMA7E FEMALE ID & PANELVATE PLUS INTO CONCRETE ACCORDANCE WV THE 2020 (7th EDITION) OF THE FLOF40A BUILD114G CODE. BLOCK SMALL BE I 1141. DESCH WIND LOADS SKq.k BE OVISRMORED AS PER SECTION 1620 OF THE ABOVE MENTION 0.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* GALK-IN ANCHORS SHALL BE 15 7/0' NITO CoNcGM. MR A WIND 5 RED BY INE JUIRSOICTION WHERE THESE SMUTYERS VALL BE Iwlt�L6 AND NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED, FOR A DIRECT KII-OZ5, USR40 ASCE 7-15 AND SHALL NOT EXCEED 114E MAXIMUM (&SO,) 1/4� 0-20 SS SMALK BOLTS USED SHALL BE LONG ISNOIJOH(SHOULZ ANY ANISH MATEIRAL EXIST) To DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS, IN ORDER TO VERIFY THE ADM CONEMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-19 SMALL BE FIRST REWCED TO &S,D. DES" aTN'D LOADS BY MULTIPLYING THEM BY 0.6 N DOOM TO 6,3) IN WE THAT PRECAST STONL OR PRECW CONCRETE PANELS 13E FOUND ON T44E EXISTING WALL, TO COMPARE T14ESE Of/ MM. (A.SQ) DESIGN PRIMURE RATINGS INDICATED ON SRESS 25 & 26, ANCHORS S� BE LONG ENOUGH TO REACH THE MJNM STRUCTURE BF-14WD SUCH PANELS. ANCHORAGE :N ORDER TO VERIFY THAT COMPONENTS AND AK14ORS ON T41S P.LD. AS TESTED WERE NOT OVER STRESM. A .M% INCREASE SMIALL BE AS MENTIONED IN 9�1) AND IN EL2), N ALLOWABLE STREW FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS, FASTENER% SPACING TO WOOD HAS 0EEM DETERMINED IN ACCORDANCE WITH, N,D.S� ZOM (C) ANC"ORS SIALL BE INSTALLED FOLLOWING ALL OF THE REVOMMENDATKINS AND SPECIPiCATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE NAS BEEN VERIFIED IN ACCORDANCE WrTH SECTION 1626 OF MAN FACT IURER� I THE ABOY MEN14ONED CODE AS PER FINESTR47ION TESTING LABORATORY, INC, REPORT I .02. AS PROTOCOLS TAS-201. I I IT HALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMUCTURE WHERE SHUTTER T IS ,AS-202 AND IAS-203. OR WOOD FRAME ElUILDING-S 7M SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2. MIS SYSTEM I" SEEN DESIGNED TO at- INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING tHE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR UPT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 -10 SFAL/CAULK ALL SHUFTER, COMPONENT EDGES WHICH REAANN rN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT ADNOIRAAN INTRUSION CAULK AND SE& SHUT-?M TRACKS ALI- AROUND FULL ' J. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED IQ BE LENGTH. PERFORMED FROM THE INSIDE OF STRUMILARt, t3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS HIRCATED; IN THIS GNAWING . PLUS ANY BUILDING AND ZONING 4- SERIES 2000 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND 4OR120NIA, SUMPS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NS'141AMN IS REQUIRCO TO BE PERFORMED FROM. THE INSIDE OF SIRUCTUPE� 14 ATRIUM WINDOWS AND DOORS, INC. r - 2 HAND STORM PANEL SYSTEN" IS PADENF PENDING, 5- ALI ALUMINUM D"USIONS TO BE W63-110 ALLOY An TEMPER, (UNLESS CrrMERWiSE NOTED) 15 (9) THIS PRODUCT EVALUATION DOCUMENT (P.E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDt: INFORMATION FOR A Sn SPECIFIC PROJECTI i.e. WHERE THE S17E CONDITIONS DEVIATE FROM THE P�E-Q 6. ALL ALUMINUM SHEET METAL USED At C�,OSUWS SHALL HWE 3M6-MI4 ALLOY. M CONTRACTOR IQ BE RESPONSIBLE FOR THE StLILCITON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7- ALL STM SHEET METAL PANELS SMALL HAVE STRUMRAL QUALITY STEEL, J15TV A-65i QWL 50 JR., 0ALVANIZED STEEL THIS PRODUCT BASEL) ON THIS RE.D PRONIDED Ht/S"E DOES NOT bi FROM 'THE CONDMONS DETAILED ON OtSIGNKITOR WIFY- S&S k4i (ArMOR ROCLED). THIS DOCUMENT CONSTRUCTION SAFETY AT Eff IS 74E CONTRACTOP'S RESPONSIBILTY. 8, ALL SCREWS TO BE STAINLESS STEEL 304 ON ,516 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (.'I THIS PRODUCT EVALUATION DOCUMENT VALL BIE CONSIDERED INVALID IF MWFTEI), WOIB W/ 50 W YIELD STRENGTH, AND 90 4P� TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA, 001014', CODE SECTXW 2411.3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA RECISIIERED ENGINEER OR ARCHITECT WHICH WILL 0. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL, WITH 35 NIa MINIMUM YIELD STRENGTH BECOME THE ENGINEER Of RECORD (EC.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER USE OF THE P1,11. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P ED. ENONMR, SMALL 10. ANCHORS TO WALL SMALL BE AS FOLLOWS� SUBMIT TO THIS LWER THE SITE SPECIFIC DRAWINGS FOR .REVIEW (A) TO-ZM'MNa-?kUREa-DQW,RM (.) THIS P ED SHALL WAR THE WE ILND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of - f/4-0 TAPCON ANCHORS AS MANUFACTURED BY ITW SVLOEX. INC (MIN. f'­1192 MCI) RECORD THAT PREPARED IT - 1/4- 6 X 7/8- CAUK-IN ANCHORS, AS MANUFACTURED 13Y DEWALT INC. (MIN f'e-3000 P-Q 16. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBit LOCATION AT STORM PANEL IN - 014-10 PANELMATE FEMALE ID A, PANPLMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CIXISTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL SK41L BE PLACED FOR EVERY OPENNC� W-3350 P'. I ) LA13EUNG TO COMPLY WITH SECTION '7099.2 OF THE FLORIDA BUILDING CODE [ A-t) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4� AND 2- FOR PANELMATE FE"U IQ & PANELPA'TE PLUS, A2) MINIMUM EWE1DUZHT OF 1/4-0 X 7/8- CALr-IN ANCHORS WLL BE IS ?YS" INTO CONCRETE, 00 EMBEDMENT INTO ANY.FTNISH MATERIAL SKA11 BE PERMATITD, 1/4 0-20 SS SIDEWALK WITS USED SHALL RL UONIU, ENOUGHISHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS, 00, "0010-10% � A,3) 114 CASE THAI PRECAST STONEL PRECAST CONCRETE RAN"S, OR PAVERS BE POUND ON THE E94TIFIC WALL OR ror L NZ;%, � FLOOR, ANCHORS SMALL BE WHO ENOUGH 10 REACH rRE MAN STRUCTURE BEHNO SUCii PANELS. mCmORAGE SHALL ` lt BE AS I(ENIOWD IN A,I) AND I A,Z), � vICEN4,%'11 's, No. 44167 ". S 1/4, "' " - (81 TD-EELMI&LOrALIE �� i , ,,.� = . * :* 1 - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED W 11W, SIALDFX� INC - ­1 -- -` , L. I z FLORIDA BUILDING CODE (Htgh Valocit - V - I4U-r cane Zano)j - 1/4' 0 X 7/8- CALK-01 ANCHOM AS MANUFACTURED BY DEWALT INC Q'm-1500 Pfii,) * I � - * ,,& z .2020 MTERD. - F,P. t - 414-10 PANELMATE FEMALE 10 AND PANrLMATC PLUS ANCHORS, AS M&NUFACTURED BY ELCO CONSTRUCTON - .- -%, .,,�o f 20 CADE GALVANIZED SMEL STORM PANEL BY ,� " I #1 , I DA'a'" PRODUCTS W­,2071 0-1) I ­ . - , W-k ­ — , 1-11 - --- - �� � GIL PROTECTION PRODUCTS, 07pvE=%` - -- 1-1 h-I 0% // 11LIECIO... 14M &., !M DVDEU U.C. DATE, ( " I TPLUI NAME_ N­ 4,131. ----- a. � .1. PROW VHH4 -�, M (AWSPS-M7 20-176 Z ;:::r - 1.9-INP, - -1.1 - I DAMIND N� P� SE.,1.GAA,P."R: Dk-Om47's 1 SALIM A. n,uT �., P1. n-1 = PN 'i - - — 20ft 1 - . I - I - I . I - ��-., Dr. I I -6-P (1) (1) c- — f CO (3) "' -0 > r- 0 L_ L- -0 a) 0- = a) 2-o 2 a M -0 0- . I -I- %w 0 CM 0 -4- W -1.-, = = M - .- a) -0 0 M (n 070-0 a) 0 CL C 0 ?�: = CU = ­0 E: — 0 -4.- ,.,- CU M 0 > . " CO W " -4-0 CL — cn ,,'o CU C:�- = IM C -6-0 �- -0 — CO < 0! 4 z z w mi - I ''I'll-1- ­- COMPQNENTS F9R SERIES 2000 & I 000 E-Z HANG STORM PANELS X/24 111, NOR 2 DEP060 ­ (SCALE 1/2-I-) 4 W/ OR - (SEE NOTE .- SELOW) /24 110� V/24 (Be om j sevoin ITION DETAILS FOR SERIES 2000 AND 1009 E-Z HANG STORM V.1, SM. V/24 * 4'/24 CIO -51� 3- M... 2' PANEL X, 14TO RETE QR C9tj9jffjjE--ffL0 - saDU%DPN R%�Ir 5- Me. ­9 K *A,' r, -a--- SC FOR ODNORM MCM?w M r . A.C. T T - IC8, -- -- '2 59 I' - ­-� or 1=21,10I WOW SCRrw`­ - /!� r !: 611-1 -- - � �— I !I- SIW 2. - - ; I (SIDE SONEINU on swe, -, I I M-ML - � e 3 I ADQUOD) - , - -- . - -1-1 L I - L ls.IS6- (TOTAL WEITIN) ­ ­ -- - - ---- -- -- I ­ -- L -- - L I I - I � 0--�/-C­?G�A - . I I I I � � � 1 4�6 � - 2.25D' �- 2,591 " — 1- " I - ­ I ­- swo .9 1* 11-1 '� I - — — - f- L ,, - I � � - ; . 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IF END PANELS ARE SMALL CONSIST OF �0 IF RE �p sm ­�- i w sIva vN � " Sv"�, OR 1/4-0-21!IO '."'is'C' NED"T "' , ` 60 "' 6061-76 Alum, ALLOY , .K 4. WIA'T. (NO 2 1 I= IN, COMMON) -1 I D- ED DESCRIBED ON NOTE (3) pat %Io WALL AND OlIKU MOUKINS IM .�� 26) O� U) f/4'0-20.3/4' N.S. GONN'CT� Mi,. THUMBSCREW ("� FO I INTO TAPPED 8 1N.'4. MAE R CASES WHEN END PANELS ARE UDE iEGRflTLYT.%.1,fQft1; j..- (p - WALL MOU rVUH END PANELS ARE NOT CM STOP W - 0 U& � U , , BE PROVIDED AT TOP OF SUCH PANELS, L. — EITHER OF Two CTEC , 6 M CIO I - p EXTERIOR FLAT FLANGES OF END PANEL , , �-� ELM IQ C El WWI INST, - D PANELS ARE NOT CONNECTED TO BOTTOM TRACK f;e- A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS ANO SOME WIERENI PA14ELS ARE DIRECTLY SCALE 3/9-l' hils-11 U=N X ff.aQ&--4� I 11 (4)� IN CASE THAT EN 081, I ---,(�) SrAf 3/8- SCALE A�S­- i - � ­ IS ONLY USED P) AT LEAST IWO PAI SHALL BE CONNECTED IT) .IT. TRACK - � rn � PAINELMATES. ONE INTERIOR PANEL N!.IwTd;6 DID: 5-10-IL" WWWAO" N30 ., PLO4. .,.B � ON NQYE (J) ASIDIVIE'S MAY BE USED X AT BOTTOM ATTACHING BOTTOM TRACK TO WALL P,'r = ,,%IHIINNN,%, SPECS ,4&g . 'Movii.11t ... T. IN SUCH ME. CONINECTION OF PANELS MOUNTED TO F i L. TO BOTTOM TRACK WAY OCCUR AT ANY PANEL U)CATION W/ TWO PANELAAATES P NO NG SHOWN ON %AT- AND . el 10 nec" '��A A . Mi,,. EDGE DISTAN AT TOP ' ,,,\\ - �4�,*%. '. 3' & 4r ON SHE -I 2k . '00 OR , , . I - - CQ 4 8 I . t IF NAKI - t CA' a- - L" , I ......... �3 I I D55- (Typ.) . - ` . (5) SEE SEC`nDN I ­L SEE ANCHOR SCHEDULE ON SHEET 25. hn", GE NVID t, - GGGR = -F' /I ' DOES L 4 /11 . 0 11 H 0 �,,p� �;. =.."y; UC.x- - ,/ V 1/2' ., ES , IN, 1. 750' .. - �; ,,*,Hill ROT NEED TO BE C-4 I: = - M .:� INST. 'T NsMU,RRN, TYPE ON � " \�CEN�'%!JA� w . r- . . .0 IN SUCH ThAT ADJACENT PANELS (TO f LM & FRONT SIDE OF WTMiDR PANEL) HAVE "� , . . 'IN 0 N. IQ;;4� Ip .. 1 - �!' L /. . \�CINS­� N, ... 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NVALIATIONS ARE MY VAUD MR BUILDINGS MTN &S.0 DES" LOADS *i * C - - � _ s I � - '> — 071wm UP TO �55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8' 8'. sl- . S AIE 1��L�­__ - -­1 - GLOBAL PROTECTION PRODUCTS, LLC, .M. - - ON 1� , - 'F - 11k4? Aam swwl 51 STREET 2- FOR NEW *DOD FRAME C STR=M: WOOD MEMBERS TO BE SOUTHERN , � -- /T [TE—C —0. . . \ NIBS NO 2, W/ SPECIFIC DENSITY OF OSS OR FOLMJ 1", -,�.-�..,` MO," T.U, Tmm* .g!%g�..%,gL AWC FI. =1 , , - )WIR-75V5, FAC 1 20-176 , , "e - - li, S81 , . . I �:. W, /- , OR. (.W�., -- r - � -1 (.Q- ANOG-1- . I ..... IHIIHI /cAn: NALITA A, TILUT J`., P+L . � ���� ��� -- I , am U, 1 "167_ - - -- SAGAY N w a I POURED CONCRETE OR CONCRETE BLCCW REOUTRED INSTALLABON DETAILS FOR QPTION #2 FOR UEE SAFETY STORM PANEL-5Y5JEM INTO EXISIING PORED CONCRETE OR 99NCRETE BLOCK STRUCTURES i/4 ' TAPCON ANCHORS 6111.* WCON ANCHORS . I - 111C. I O.C, �1-1 . - , A. 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ANaw iwNowIi 00 3 3 MIMMUM ANCHOR SPA0140% MO MINIMUM � �-- �-) - EDGE DISTANCE ARE INDICATED Ott ill, *-- I SCHMAX POR Go LOIS THAN ANDICA-1.0 ON K. -1 jo­ s- w SCIEDULE ROAX2 ANCHOR SRAONU BY - �L �-,� � Acivii. M wa wai NAVAIIII I MULTIPLYING SPACING 910A ON WE`%`U` BY THE FOUPOWIM I'ACtORS, FOR ING I , INDUCED _ _ _ .0 � O. m4m. To K POEM i- - I- 11 -1 -- - I --- ­ VACINC OVADIDO USING FACTOR SHAU W - , ? I/r, ---- -, �-_ - BE I= INA. WNWUIA SPACAIC WOEATED I � -­ , - FOR EACH INCHUR TYK 00 TINE SCREW ­ ­­ I - I 1. �F ­­­­ - I'm Im - ­­­­­1 I T/2- I -- - I OR CONCRETE BLOCK REQUIRED I I -,�j . - - 4 ED.* I : � I , � � I ­i�,L, 1, � I I : --i�­.�, . I � ��. 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C= L= .= In M = rE M CD � w - t , - FLORIDA BUILDING CODE LHIgh Velocity Hurricane Zan W= WOOD, W- 20 GAGE GAILV"WID STEEL STORM PANEL - LO: ORION Sr :: P � C ROT!: n, ov"12M ' — '� LGLOUL PROTECTION PRODUCTS, LLC. DA, ILIECO.Mc � IN. L- N ASCII S. Ei STACCI ;I" 4, ENIGNMARR; EMVANY : FL n344 P.GNL IINN - I&, iPEA"_4M = . ,.,: � � .. - IN, � e.p MI. -7utL 20-176 A. , =0 ;`01 0, , ", Iasa _ . - - awi - van7l - . I . - ,:, -1- Am jol — ORWAR No� NOTES: Y" L-2 RANI MM Ean I E-Z HANG SIORM PANEL SHOWN ON IMIO PRODUCT EVALUATION DOCUMENT (RE.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8-4) MINIMUM DAIRCOMIEN1 OF TAPCON ANCHORS AND PANELMA7E FEMALE ID & PANELVATE PLUS INTO CONCRETE ACCORDANCE WV THE 2020 (7th EDITION) OF THE FLOF40A BUILD114G CODE. BLOCK SMALL BE I 1141. DESCH WIND LOADS SKq.k BE OVISRMORED AS PER SECTION 1620 OF THE ABOVE MENTION 0.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* GALK-IN ANCHORS SHALL BE 15 7/0' NITO CoNcGM. MR A WIND 5 RED BY INE JUIRSOICTION WHERE THESE SMUTYERS VALL BE Iwlt�L6 AND NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED, FOR A DIRECT KII-OZ5, USR40 ASCE 7-15 AND SHALL NOT EXCEED 114E MAXIMUM (&SO,) 1/4� 0-20 SS SMALK BOLTS USED SHALL BE LONG ISNOIJOH(SHOULZ ANY ANISH MATEIRAL EXIST) To DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS, IN ORDER TO VERIFY THE ADM CONEMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-19 SMALL BE FIRST REWCED TO &S,D. DES" aTN'D LOADS BY MULTIPLYING THEM BY 0.6 N DOOM TO 6,3) IN WE THAT PRECAST STONL OR PRECW CONCRETE PANELS 13E FOUND ON T44E EXISTING WALL, TO COMPARE T14ESE Of/ MM. (A.SQ) DESIGN PRIMURE RATINGS INDICATED ON SRESS 25 & 26, ANCHORS S� BE LONG ENOUGH TO REACH THE MJNM STRUCTURE BF-14WD SUCH PANELS. ANCHORAGE :N ORDER TO VERIFY THAT COMPONENTS AND AK14ORS ON T41S P.LD. AS TESTED WERE NOT OVER STRESM. A .M% INCREASE SMIALL BE AS MENTIONED IN 9�1) AND IN EL2), N ALLOWABLE STREW FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS, FASTENER% SPACING TO WOOD HAS 0EEM DETERMINED IN ACCORDANCE WITH, N,D.S� ZOM (C) ANC"ORS SIALL BE INSTALLED FOLLOWING ALL OF THE REVOMMENDATKINS AND SPECIPiCATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE NAS BEEN VERIFIED IN ACCORDANCE WrTH SECTION 1626 OF MAN FACT IURER� I THE ABOY MEN14ONED CODE AS PER FINESTR47ION TESTING LABORATORY, INC, REPORT I .02. AS PROTOCOLS TAS-201. I I IT HALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMUCTURE WHERE SHUTTER T IS ,AS-202 AND IAS-203. OR WOOD FRAME ElUILDING-S 7M SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2. MIS SYSTEM I" SEEN DESIGNED TO at- INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING tHE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR UPT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 -10 SFAL/CAULK ALL SHUFTER, COMPONENT EDGES WHICH REAANN rN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT ADNOIRAAN INTRUSION CAULK AND SE& SHUT-?M TRACKS ALI- AROUND FULL ' J. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED IQ BE LENGTH. PERFORMED FROM THE INSIDE OF STRUMILARt, t3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS HIRCATED; IN THIS GNAWING . PLUS ANY BUILDING AND ZONING 4- SERIES 2000 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND 4OR120NIA, SUMPS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NS'141AMN IS REQUIRCO TO BE PERFORMED FROM. THE INSIDE OF SIRUCTUPE� 14 ATRIUM WINDOWS AND DOORS, INC. r - 2 HAND STORM PANEL SYSTEN" IS PADENF PENDING, 5- ALI ALUMINUM D"USIONS TO BE W63-110 ALLOY An TEMPER, (UNLESS CrrMERWiSE NOTED) 15 (9) THIS PRODUCT EVALUATION DOCUMENT (P.E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDt: INFORMATION FOR A Sn SPECIFIC PROJECTI i.e. WHERE THE S17E CONDITIONS DEVIATE FROM THE P�E-Q 6. ALL ALUMINUM SHEET METAL USED At C�,OSUWS SHALL HWE 3M6-MI4 ALLOY. M CONTRACTOR IQ BE RESPONSIBLE FOR THE StLILCITON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7- ALL STM SHEET METAL PANELS SMALL HAVE STRUMRAL QUALITY STEEL, J15TV A-65i QWL 50 JR., 0ALVANIZED STEEL THIS PRODUCT BASEL) ON THIS RE.D PRONIDED Ht/S"E DOES NOT bi FROM 'THE CONDMONS DETAILED ON OtSIGNKITOR WIFY- S&S k4i (ArMOR ROCLED). THIS DOCUMENT CONSTRUCTION SAFETY AT Eff IS 74E CONTRACTOP'S RESPONSIBILTY. 8, ALL SCREWS TO BE STAINLESS STEEL 304 ON ,516 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (.'I THIS PRODUCT EVALUATION DOCUMENT VALL BIE CONSIDERED INVALID IF MWFTEI), WOIB W/ 50 W YIELD STRENGTH, AND 90 4P� TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA, 001014', CODE SECTXW 2411.3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA RECISIIERED ENGINEER OR ARCHITECT WHICH WILL 0. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL, WITH 35 NIa MINIMUM YIELD STRENGTH BECOME THE ENGINEER Of RECORD (EC.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER USE OF THE P1,11. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P ED. ENONMR, SMALL 10. ANCHORS TO WALL SMALL BE AS FOLLOWS� SUBMIT TO THIS LWER THE SITE SPECIFIC DRAWINGS FOR .REVIEW (A) TO-ZM'MNa-?kUREa-DQW,RM (.) THIS P ED SHALL WAR THE WE ILND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of - f/4-0 TAPCON ANCHORS AS MANUFACTURED BY ITW SVLOEX. INC (MIN. f'­1192 MCI) RECORD THAT PREPARED IT - 1/4- 6 X 7/8- CAUK-IN ANCHORS, AS MANUFACTURED 13Y DEWALT INC. (MIN f'e-3000 P-Q 16. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBit LOCATION AT STORM PANEL IN - 014-10 PANELMATE FEMALE ID A, PANPLMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CIXISTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL SK41L BE PLACED FOR EVERY OPENNC� W-3350 P'. I ) LA13EUNG TO COMPLY WITH SECTION '7099.2 OF THE FLORIDA BUILDING CODE [ A-t) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4� AND 2- FOR PANELMATE FE"U IQ & PANELPA'TE PLUS, A2) MINIMUM EWE1DUZHT OF 1/4-0 X 7/8- CALr-IN ANCHORS WLL BE IS ?YS" INTO CONCRETE, 00 EMBEDMENT INTO ANY.FTNISH MATERIAL SKA11 BE PERMATITD, 1/4 0-20 SS SIDEWALK WITS USED SHALL RL UONIU, ENOUGHISHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS, 00, "0010-10% � A,3) 114 CASE THAI PRECAST STONEL PRECAST CONCRETE RAN"S, OR PAVERS BE POUND ON THE E94TIFIC WALL OR ror L NZ;%, � FLOOR, ANCHORS SMALL BE WHO ENOUGH 10 REACH rRE MAN STRUCTURE BEHNO SUCii PANELS. mCmORAGE SHALL ` lt BE AS I(ENIOWD IN A,I) AND I A,Z), � vICEN4,%'11 's, No. 44167 ". S 1/4, "' " - (81 TD-EELMI&LOrALIE �� i , ,,.� = . * :* 1 - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED W 11W, SIALDFX� INC - ­1 -- -` , L. I z FLORIDA BUILDING CODE (Htgh Valocit - V - I4U-r cane Zano)j - 1/4' 0 X 7/8- CALK-01 ANCHOM AS MANUFACTURED BY DEWALT INC Q'm-1500 Pfii,) * I � - * ,,& z .2020 MTERD. - F,P. t - 414-10 PANELMATE FEMALE 10 AND PANrLMATC PLUS ANCHORS, AS M&NUFACTURED BY ELCO CONSTRUCTON - .- -%, .,,�o f 20 CADE GALVANIZED SMEL STORM PANEL BY ,� " I #1 , I DA'a'" PRODUCTS W­,2071 0-1) I ­ . - , W-k ­ — , 1-11 - --- - �� � GIL PROTECTION PRODUCTS, 07pvE=%` - -- 1-1 h-I 0% // 11LIECIO... 14M &., !M DVDEU U.C. DATE, ( " I TPLUI NAME_ N­ 4,131. ----- a. � .1. PROW VHH4 -�, M (AWSPS-M7 20-176 Z ;:::r - 1.9-INP, - -1.1 - I DAMIND N� P� SE.,1.GAA,P."R: Dk-Om47's 1 SALIM A. n,uT �., P1. n-1 = PN 'i - - — 20ft 1 - . I - I - I . I - ��-., Dr. I I -6-P (1) (1) c- — f CO (3) "' -0 > r- 0 L_ L- -0 a) 0- = a) 2-o 2 a M -0 0- . I -I- %w 0 CM 0 -4- W -1.-, = = M - .- a) -0 0 M (n 070-0 a) 0 CL C 0 ?�: = CU = ­0 E: — 0 -4.- ,.,- CU M 0 > . " CO W " -4-0 CL — cn ,,'o CU C:�- = IM C -6-0 �- -0 — CO < 0! 4 z z w mi - I ''I'll-1- ­- COMPQNENTS F9R SERIES 2000 & I 000 E-Z HANG STORM PANELS X/24 111, NOR 2 DEP060 ­ (SCALE 1/2-I-) 4 W/ OR - (SEE NOTE .- SELOW) /24 110� V/24 (Be om j sevoin ITION DETAILS FOR SERIES 2000 AND 1009 E-Z HANG STORM V.1, SM. V/24 * 4'/24 CIO -51� 3- M... 2' PANEL X, 14TO RETE QR C9tj9jffjjE--ffL0 - saDU%DPN R%�Ir 5- Me. ­9 K *A,' r, -a--- SC FOR ODNORM MCM?w M r . A.C. T T - IC8, -- -- '2 59 I' - ­-� or 1=21,10I WOW SCRrw`­ - /!� r !: 611-1 -- - � �— I !I- SIW 2. - - ; I (SIDE SONEINU on swe, -, I I M-ML - � e 3 I ADQUOD) - , - -- . - -1-1 L I - L ls.IS6- (TOTAL WEITIN) ­ ­ -- - - ---- -- -- I ­ -- L -- - L I I - I � 0--�/-C­?G�A - . I I I I � � � 1 4�6 � - 2.25D' �- 2,591 " — 1- " I - ­ I ­- swo .9 1* 11-1 '� I - — — - f- L ,, - I � � - ; . 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I . : I � ­­­ I f-su ScEpeum - F PANEL LENGTH ­­� - - 1�',�7,--.­--, - �,V� PANEL LENCTH I DUSTING, 1 ON MIM, 14) : IBEX NOTE I BELOW) 1/4"0-20�1 . , � " ,-, I � SEE NOTE I BELOW) CIASS - � � S-S� M�S. wi- , - 1- -­ - I 1, i - , � ­-, , ___,,---I I—— - I I ,� W . 3/w 1 11 4 j I I , � IN NUT � �� � j '. � ," . I— 11 1�­111� - . � " - ,� ­ " - 1- -1 , -11 , , ­- - ­ ­-­ � ­ �� 5� � ­ � -� ­­�- - . , : . � - F I ­ ­­ , - � ! , , I , 1 ! I I I I e I - .. � ­ -k � ! 4 � I i � L. I 1 I : � : � L - ­ ­,, ----- - I ­1 . I I I E - -- 1­ �, - ----- - ­­,11� , I . � , -1 s I i � , I i � I I I - I i � I 4 I - 0 i � 0 � . I I "I � : I � � 4 � I ,I ,� � I 1, : : �I . r I I � ; I I- , - I f - 1. - . I . 6 I � ED � �� 4 6' t I , - - , -­ i - �-. 11 I I , I 0. - . . I ED - L�c � F .4 -fir � I I I M ---- �-­l -- ,- - - - � , 11 11� I I ­ -1 ,- I .-- - I'll I I - -- - -- -J-----4�� � i"I vv � . I I , I � I , I � , ,- : : � � : ,7/6'0 , 3132' WING NUT f � I , ENE; Ru'r PLATE % � Vi I I I I. 2-0* WOOD 2",�gao-" -" - -- _,_,; 5 . !� � F?/S"o . 3/32 REQUIRED - 1, ­1 ­ I - D.C. G - I WASHER 0 (BEYOND) ."I , , � 1:; � I WAS14ER 0 6 )/4 RE, I �. 'I I i ; I I ��. 014-10 PANELMATE F,T j : �� . I I,, J!, .11 ,1 I fl.-I I " � I � ,� I 7 i I � ----I ,, � a 6 0 PANIDUMAIE P�A I ­- ---�­­ ; � 01, I/ W I ! � /41 0 C, pw"it�- �. � - I ­1 I � � I MIN. I. Rl."/G. �,,- -- �; , 1 I I ; I �� , � , � Milk THREADED I - � , , AT MIDWOTH Of PLATE I � � AT MIDIANOTH OF PLATE .� , I I , ' -- ' ­ , [,A I - -­ , �4 -.1 �­;�'-`. � - ­�?,�� -­1 � , I WALL M21INKTI sm"M I ­Mw 0,01NNINIEON, ALT NEL Th 0 v imm ,.t'�� �� .... Wil,j%, I SCALE �I/Ar- I' '. -1. * �" ENS,p,%. I, SCALE -1/8*-I' 1-11, 11 ­­ . ,� - FLORIDA BUILDING CODE Lfth Velocity Hurf " ZOns)I , . �- _ _ NOTES 2 -, No, W67 * - won GUM INC FP 2 I '� * = ,:Z" 20 GAGE GALVANIZED STEEL STORM PANEL DRAMN ft. I. NVALIATIONS ARE MY VAUD MR BUILDINGS MTN &S.0 DES" LOADS *i * C - - � _ s I � - '> — 071wm UP TO �55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8' 8'. sl- . S AIE 1��L�­__ - -­1 - GLOBAL PROTECTION PRODUCTS, LLC, .M. - - ON 1� , - 'F - 11k4? Aam swwl 51 STREET 2- FOR NEW *DOD FRAME C STR=M: WOOD MEMBERS TO BE SOUTHERN , � -- /T [TE—C —0. . . \ NIBS NO 2, W/ SPECIFIC DENSITY OF OSS OR FOLMJ 1", -,�.-�..,` MO," T.U, Tmm* .g!%g�..%,gL AWC FI. =1 , , - )WIR-75V5, FAC 1 20-176 , , "e - - li, S81 , . . I �:. W, /- , OR. (.W�., -- r - � -1 (.Q- ANOG-1- . I ..... IHIIHI /cAn: NALITA A, TILUT J`., P+L . � ���� ��� -- I , am U, 1 "167_ - - -- SAGAY N w a I POURED CONCRETE OR CONCRETE BLCCW REOUTRED INSTALLABON DETAILS FOR QPTION #2 FOR UEE SAFETY STORM PANEL-5Y5JEM INTO EXISIING PORED CONCRETE OR 99NCRETE BLOCK STRUCTURES i/4 ' TAPCON ANCHORS 6111.* WCON ANCHORS . I - 111C. I O.C, �1-1 . - , A. POURED CONCRETE 't - --� I /4 - F.D� ,�, � I I , � . ,�,,�, : , "'; . i ., i � ,�� I , ,�' : .�c " — �' "" - - - ,--- - ` I - ­R, '-- I . � I � L I S I I I -�,* I . I I CD r- =1% - 1 ". � , E= I ANaI 10) � � 0 s Tsl 1 ; d S � f ,P ; � ! I,--- . -1 ­ -.-- 1-,:�l - , if , , , " I ,, ,,, '11�i I I i I . I D� I j - : i I � I I I i I ; � � I i . I I -, L � , - - t�,�-,­,­­ � I A." 1�-, ,,� � ­0 .�, : " ' F­��- �,,�.�, ; : , , , �,,� I ", � � � ,�,' 11 1 <"I",'�' L .� I -- - � , - ­i ,� ' : _ _'_, I 10-0 FANELMATE PLUS IV/ 1. _Ijat � a CP ' WASHE 5 0 6 I;AN320' WIND N`j' � i , POURED CONCRETE OR CONCRETE! BLOCK REQUIRED WAU MOMUN-rIN&MALLAMN 9 REGULAR PANEL SCALE 3/8'-I' SM BMW It A! 20 ", AW�M TYPE & ANDIIINTIPE -1/4'. ,/4-P SF%0W FOR INSTALLATIONS IWO WON .. Ixmmau -- FRAME RAUIM M. ANaw iwNowIi 00 3 3 MIMMUM ANCHOR SPA0140% MO MINIMUM � �-- �-) - EDGE DISTANCE ARE INDICATED Ott ill, *-- I SCHMAX POR Go LOIS THAN ANDICA-1.0 ON K. -1 jo­ s- w SCIEDULE ROAX2 ANCHOR SRAONU BY - �L �-,� � Acivii. M wa wai NAVAIIII I MULTIPLYING SPACING 910A ON WE`%`U` BY THE FOUPOWIM I'ACtORS, FOR ING I , INDUCED _ _ _ .0 � O. m4m. To K POEM i- - I- 11 -1 -- - I --- ­ VACINC OVADIDO USING FACTOR SHAU W - , ? I/r, ---- -, �-_ - BE I= INA. WNWUIA SPACAIC WOEATED I � -­ , - FOR EACH INCHUR TYK 00 TINE SCREW ­ ­­ I - I 1. �F ­­­­ - I'm Im - ­­­­­1 I T/2- I -- - I OR CONCRETE BLOCK REQUIRED I I -,�j . - - 4 ED.* I : � I , � � I ­i�,L, 1, � I I : --i�­.�, . I � ��. I ! : � I I r I= I I � ID I -­ � , .11 '� , - - .) i I - I : t;-1 � � ;R I . 9 , I ­­ � ­ - ­ ­­t�­ A I ­ ­ ­­­ -- 1� ­ ig , i ��, 1 : I I i I -� ­11 ­­1 I I I � � I 91 " - - ­,­ - , ­,� r I � ---- 6- ., v i - � i �, " 1­ I " 9 007DY"A' , I I 4 - i --- - ­ � , j I .1 --- ­- 1 . --li I i ! j -1 . 1 4 . i I �7/�'T�"Z!,,-­ , I 6' - 1-1 - a., , � � � I I -1 I - , Lo.- ,1 , , , , 11 ! �­ I I - I I /11 - I 1� V9 � . I � � , I Ll!�, 11 , ­­­-I� ... . i I I- - I" " - _jV* PANWATE PLUS W� ­ � t , . ,� 3/32' WNG NUT WASHER (%WAD) -ROUSIED CONORM OR CONCRETE BLOCK REQUIRED P.C, SDL/=.MDAx/DAx , " , ' �5,�J!4, 'I v " p �,-`�'.El ,ve I . I-* No, 44167 *. I . %3 - va r", W-0 :z_ �A - C= L- = CWD C..'s C-4 1:10 >4 - L&- C3� C= - . C�4 .= = cc - �D,Z *- I W 1 = 0, 3: , 4) -rz = :. 5: E = = aL , =-! 51 :R ­r -;; 3: 3: M a) .= = .T (.) CUI � Z. = t= .!L CL) cc .;- =. C= L= .= In M = rE M CD � w - t , - FLORIDA BUILDING CODE LHIgh Velocity Hurricane Zan W= WOOD, W- 20 GAGE GAILV"WID STEEL STORM PANEL - LO: ORION Sr :: P � C ROT!: n, ov"12M ' — '� LGLOUL PROTECTION PRODUCTS, LLC. DA, ILIECO.Mc � IN. L- N ASCII S. Ei STACCI ;I" 4, ENIGNMARR; EMVANY : FL n344 P.GNL IINN - I&, iPEA"_4M = . ,.,: � � .. - IN, � e.p MI. -7utL 20-176 A. , =0 ;`01 0, , ", Iasa _ . - - awi - van7l - . I . - ,:, -1- Am jol — ORWAR No� NOTES: Y" L-2 RANI MM Ean I E-Z HANG SIORM PANEL SHOWN ON IMIO PRODUCT EVALUATION DOCUMENT (RE.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8-4) MINIMUM DAIRCOMIEN1 OF TAPCON ANCHORS AND PANELMA7E FEMALE ID & PANELVATE PLUS INTO CONCRETE ACCORDANCE WV THE 2020 (7th EDITION) OF THE FLOF40A BUILD114G CODE. BLOCK SMALL BE I 1141. DESCH WIND LOADS SKq.k BE OVISRMORED AS PER SECTION 1620 OF THE ABOVE MENTION 0.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* GALK-IN ANCHORS SHALL BE 15 7/0' NITO CoNcGM. MR A WIND 5 RED BY INE JUIRSOICTION WHERE THESE SMUTYERS VALL BE Iwlt�L6 AND NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED, FOR A DIRECT KII-OZ5, USR40 ASCE 7-15 AND SHALL NOT EXCEED 114E MAXIMUM (&SO,) 1/4� 0-20 SS SMALK BOLTS USED SHALL BE LONG ISNOIJOH(SHOULZ ANY ANISH MATEIRAL EXIST) To DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS, IN ORDER TO VERIFY THE ADM CONEMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-19 SMALL BE FIRST REWCED TO &S,D. DES" aTN'D LOADS BY MULTIPLYING THEM BY 0.6 N DOOM TO 6,3) IN WE THAT PRECAST STONL OR PRECW CONCRETE PANELS 13E FOUND ON T44E EXISTING WALL, TO COMPARE T14ESE Of/ MM. (A.SQ) DESIGN PRIMURE RATINGS INDICATED ON SRESS 25 & 26, ANCHORS S� BE LONG ENOUGH TO REACH THE MJNM STRUCTURE BF-14WD SUCH PANELS. ANCHORAGE :N ORDER TO VERIFY THAT COMPONENTS AND AK14ORS ON T41S P.LD. AS TESTED WERE NOT OVER STRESM. A .M% INCREASE SMIALL BE AS MENTIONED IN 9�1) AND IN EL2), N ALLOWABLE STREW FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS, FASTENER% SPACING TO WOOD HAS 0EEM DETERMINED IN ACCORDANCE WITH, N,D.S� ZOM (C) ANC"ORS SIALL BE INSTALLED FOLLOWING ALL OF THE REVOMMENDATKINS AND SPECIPiCATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE NAS BEEN VERIFIED IN ACCORDANCE WrTH SECTION 1626 OF MAN FACT IURER� I THE ABOY MEN14ONED CODE AS PER FINESTR47ION TESTING LABORATORY, INC, REPORT I .02. AS PROTOCOLS TAS-201. I I IT HALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMUCTURE WHERE SHUTTER T IS ,AS-202 AND IAS-203. OR WOOD FRAME ElUILDING-S 7M SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2. MIS SYSTEM I" SEEN DESIGNED TO at- INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING tHE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR UPT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 -10 SFAL/CAULK ALL SHUFTER, COMPONENT EDGES WHICH REAANN rN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT ADNOIRAAN INTRUSION CAULK AND SE& SHUT-?M TRACKS ALI- AROUND FULL ' J. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED IQ BE LENGTH. PERFORMED FROM THE INSIDE OF STRUMILARt, t3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS HIRCATED; IN THIS GNAWING . PLUS ANY BUILDING AND ZONING 4- SERIES 2000 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND 4OR120NIA, SUMPS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NS'141AMN IS REQUIRCO TO BE PERFORMED FROM. THE INSIDE OF SIRUCTUPE� 14 ATRIUM WINDOWS AND DOORS, INC. r - 2 HAND STORM PANEL SYSTEN" IS PADENF PENDING, 5- ALI ALUMINUM D"USIONS TO BE W63-110 ALLOY An TEMPER, (UNLESS CrrMERWiSE NOTED) 15 (9) THIS PRODUCT EVALUATION DOCUMENT (P.E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDt: INFORMATION FOR A Sn SPECIFIC PROJECTI i.e. WHERE THE S17E CONDITIONS DEVIATE FROM THE P�E-Q 6. ALL ALUMINUM SHEET METAL USED At C�,OSUWS SHALL HWE 3M6-MI4 ALLOY. M CONTRACTOR IQ BE RESPONSIBLE FOR THE StLILCITON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7- ALL STM SHEET METAL PANELS SMALL HAVE STRUMRAL QUALITY STEEL, J15TV A-65i QWL 50 JR., 0ALVANIZED STEEL THIS PRODUCT BASEL) ON THIS RE.D PRONIDED Ht/S"E DOES NOT bi FROM 'THE CONDMONS DETAILED ON OtSIGNKITOR WIFY- S&S k4i (ArMOR ROCLED). THIS DOCUMENT CONSTRUCTION SAFETY AT Eff IS 74E CONTRACTOP'S RESPONSIBILTY. 8, ALL SCREWS TO BE STAINLESS STEEL 304 ON ,516 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (.'I THIS PRODUCT EVALUATION DOCUMENT VALL BIE CONSIDERED INVALID IF MWFTEI), WOIB W/ 50 W YIELD STRENGTH, AND 90 4P� TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA, 001014', CODE SECTXW 2411.3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA RECISIIERED ENGINEER OR ARCHITECT WHICH WILL 0. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL, WITH 35 NIa MINIMUM YIELD STRENGTH BECOME THE ENGINEER Of RECORD (EC.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER USE OF THE P1,11. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P ED. ENONMR, SMALL 10. ANCHORS TO WALL SMALL BE AS FOLLOWS� SUBMIT TO THIS LWER THE SITE SPECIFIC DRAWINGS FOR .REVIEW (A) TO-ZM'MNa-?kUREa-DQW,RM (.) THIS P ED SHALL WAR THE WE ILND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of - f/4-0 TAPCON ANCHORS AS MANUFACTURED BY ITW SVLOEX. INC (MIN. f'­1192 MCI) RECORD THAT PREPARED IT - 1/4- 6 X 7/8- CAUK-IN ANCHORS, AS MANUFACTURED 13Y DEWALT INC. (MIN f'e-3000 P-Q 16. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBit LOCATION AT STORM PANEL IN - 014-10 PANELMATE FEMALE ID A, PANPLMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CIXISTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL SK41L BE PLACED FOR EVERY OPENNC� W-3350 P'. I ) LA13EUNG TO COMPLY WITH SECTION '7099.2 OF THE FLORIDA BUILDING CODE [ A-t) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4� AND 2- FOR PANELMATE FE"U IQ & PANELPA'TE PLUS, A2) MINIMUM EWE1DUZHT OF 1/4-0 X 7/8- CALr-IN ANCHORS WLL BE IS ?YS" INTO CONCRETE, 00 EMBEDMENT INTO ANY.FTNISH MATERIAL SKA11 BE PERMATITD, 1/4 0-20 SS SIDEWALK WITS USED SHALL RL UONIU, ENOUGHISHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS, 00, "0010-10% � A,3) 114 CASE THAI PRECAST STONEL PRECAST CONCRETE RAN"S, OR PAVERS BE POUND ON THE E94TIFIC WALL OR ror L NZ;%, � FLOOR, ANCHORS SMALL BE WHO ENOUGH 10 REACH rRE MAN STRUCTURE BEHNO SUCii PANELS. mCmORAGE SHALL ` lt BE AS I(ENIOWD IN A,I) AND I A,Z), � vICEN4,%'11 's, No. 44167 ". S 1/4, "' " - (81 TD-EELMI&LOrALIE �� i , ,,.� = . * :* 1 - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED W 11W, SIALDFX� INC - ­1 -- -` , L. I z FLORIDA BUILDING CODE (Htgh Valocit - V - I4U-r cane Zano)j - 1/4' 0 X 7/8- CALK-01 ANCHOM AS MANUFACTURED BY DEWALT INC Q'm-1500 Pfii,) * I � - * ,,& z .2020 MTERD. - F,P. t - 414-10 PANELMATE FEMALE 10 AND PANrLMATC PLUS ANCHORS, AS M&NUFACTURED BY ELCO CONSTRUCTON - .- -%, .,,�o f 20 CADE GALVANIZED SMEL STORM PANEL BY ,� " I #1 , I DA'a'" PRODUCTS W­,2071 0-1) I ­ . - , W-k ­ — , 1-11 - --- - �� � GIL PROTECTION PRODUCTS, 07pvE=%` - -- 1-1 h-I 0% // 11LIECIO... 14M &., !M DVDEU U.C. DATE, ( " I TPLUI NAME_ N­ 4,131. ----- a. � .1. PROW VHH4 -�, M (AWSPS-M7 20-176 Z ;:::r - 1.9-INP, - -1.1 - I DAMIND N� P� SE.,1.GAA,P."R: Dk-Om47's 1 SALIM A. n,uT �., P1. n-1 = PN 'i - - — 20ft 1 - . I - I - I . I - ��-., Dr. I I -6-P (1) (1) c- — f CO (3) "' -0 > r- 0 L_ L- -0 a) 0- = a) 2-o 2 a M -0 0- . I -I- %w 0 CM 0 -4- W -1.-, = = M - .- a) -0 0 M (n 070-0 a) 0 CL C 0 ?�: = CU = ­0 E: — 0 -4.- ,.,- CU M 0 > . " CO W " -4-0 CL — cn ,,'o CU C:�- = IM C -6-0 �- -0 — CO < 0! 4 z z w mi - I ''I'll-1- ­- COMPQNENTS F9R SERIES 2000 & I 000 E-Z HANG STORM PANELS X/24 111, NOR 2 DEP060 ­ (SCALE 1/2-I-) 4 W/ OR - (SEE NOTE .- SELOW) /24 110� V/24 (Be om j sevoin ITION DETAILS FOR SERIES 2000 AND 1009 E-Z HANG STORM V.1, SM. V/24 * 4'/24 CIO -51� 3- M... 2' PANEL X, 14TO RETE QR C9tj9jffjjE--ffL0 - saDU%DPN R%�Ir 5- Me. ­9 K *A,' r, -a--- SC FOR ODNORM MCM?w M r . A.C. T T - IC8, -- -- '2 59 I' - ­-� or 1=21,10I WOW SCRrw`­ - /!� r !: 611-1 -- - � �— I !I- SIW 2. - - ; I (SIDE SONEINU on swe, -, I I M-ML - � e 3 I ADQUOD) - , - -- . - -1-1 L I - L ls.IS6- (TOTAL WEITIN) ­ ­ -- - - ---- -- -- I ­ -- L -- - L I I - I � 0--�/-C­?G�A - . I I I I � � � 1 4�6 � - 2.25D' �- 2,591 " — 1- " I - ­ I ­- swo .9 1* 11-1 '� I - — — - f- L ,, - I � � - ; . 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ONE INTERIOR PANEL N!.IwTd;6 DID: 5-10-IL" WWWAO" N30 ., PLO4. .,.B � ON NQYE (J) ASIDIVIE'S MAY BE USED X AT BOTTOM ATTACHING BOTTOM TRACK TO WALL P,'r = ,,%IHIINNN,%, SPECS ,4&g . 'Movii.11t ... T. IN SUCH ME. CONINECTION OF PANELS MOUNTED TO F i L. TO BOTTOM TRACK WAY OCCUR AT ANY PANEL U)CATION W/ TWO PANELAAATES P NO NG SHOWN ON %AT- AND . el 10 nec" '��A A . Mi,,. EDGE DISTAN AT TOP ' ,,,\\ - �4�,*%. '. 3' & 4r ON SHE -I 2k . '00 OR , , . I - - CQ 4 8 I . t IF NAKI - t CA' a- - L" , I ......... �3 I I D55- (Typ.) . - ` . (5) SEE SEC`nDN I ­L SEE ANCHOR SCHEDULE ON SHEET 25. hn", GE NVID t, - GGGR = -F' /I ' DOES L 4 /11 . 0 11 H 0 �,,p� �;. =.."y; UC.x- - ,/ V 1/2' ., ES , IN, 1. 750' .. - �; ,,*,Hill ROT NEED TO BE C-4 I: = - M .:� INST. 'T NsMU,RRN, TYPE ON � " \�CEN�'%!JA� w . r- . . .0 IN SUCH ThAT ADJACENT PANELS (TO f LM & FRONT SIDE OF WTMiDR PANEL) HAVE "� , . . 'IN 0 N. IQ;;4� Ip .. 1 - �!' L /. . \�CINS­� N, ... 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WNWUIA SPACAIC WOEATED I � -­ , - FOR EACH INCHUR TYK 00 TINE SCREW ­ ­­ I - I 1. �F ­­­­ - I'm Im - ­­­­­1 I T/2- I -- - I OR CONCRETE BLOCK REQUIRED I I -,�j . - - 4 ED.* I : � I , � � I ­i�,L, 1, � I I : --i�­.�, . I � ��. I ! : � I I r I= I I � ID I -­ � , .11 '� , - - .) i I - I : t;-1 � � ;R I . 9 , I ­­ � ­ - ­ ­­t�­ A I ­ ­ ­­­ -- 1� ­ ig , i ��, 1 : I I i I -� ­11 ­­1 I I I � � I 91 " - - ­,­ - , ­,� r I � ---- 6- ., v i - � i �, " 1­ I " 9 007DY"A' , I I 4 - i --- - ­ � , j I .1 --- ­- 1 . --li I i ! j -1 . 1 4 . i I �7/�'T�"Z!,,-­ , I 6' - 1-1 - a., , � � � I I -1 I - , Lo.- ,1 , , , , 11 ! �­ I I - I I /11 - I 1� V9 � . I � � , I Ll!�, 11 , ­­­-I� ... . i I I- - I" " - _jV* PANWATE PLUS W� ­ � t , . ,� 3/32' WNG NUT WASHER (%WAD) -ROUSIED CONORM OR CONCRETE BLOCK REQUIRED P.C, SDL/=.MDAx/DAx , " , ' �5,�J!4, 'I v " p �,-`�'.El ,ve I . I-* No, 44167 *. I . %3 - va r", W-0 :z_ �A - C= L- = CWD C..'s C-4 1:10 >4 - L&- C3� C= - . C�4 .= = cc - �D,Z *- I W 1 = 0, 3: , 4) -rz = :. 5: E = = aL , =-! 51 :R ­r -;; 3: 3: M a) .= = .T (.) CUI � Z. = t= .!L CL) cc .;- =. C= L= .= In M = rE M CD � w - t , - FLORIDA BUILDING CODE LHIgh Velocity Hurricane Zan W= WOOD, W- 20 GAGE GAILV"WID STEEL STORM PANEL - LO: ORION Sr :: P � C ROT!: n, ov"12M ' — '� LGLOUL PROTECTION PRODUCTS, LLC. DA, ILIECO.Mc � IN. L- N ASCII S. Ei STACCI ;I" 4, ENIGNMARR; EMVANY : FL n344 P.GNL IINN - I&, iPEA"_4M = . ,.,: � � .. - IN, � e.p MI. -7utL 20-176 A. , =0 ;`01 0, , ", Iasa _ . - - awi - van7l - . I . - ,:, -1- Am jol — ORWAR No� NOTES: Y" L-2 RANI MM Ean I E-Z HANG SIORM PANEL SHOWN ON IMIO PRODUCT EVALUATION DOCUMENT (RE.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8-4) MINIMUM DAIRCOMIEN1 OF TAPCON ANCHORS AND PANELMA7E FEMALE ID & PANELVATE PLUS INTO CONCRETE ACCORDANCE WV THE 2020 (7th EDITION) OF THE FLOF40A BUILD114G CODE. BLOCK SMALL BE I 1141. DESCH WIND LOADS SKq.k BE OVISRMORED AS PER SECTION 1620 OF THE ABOVE MENTION 0.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* GALK-IN ANCHORS SHALL BE 15 7/0' NITO CoNcGM. MR A WIND 5 RED BY INE JUIRSOICTION WHERE THESE SMUTYERS VALL BE Iwlt�L6 AND NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED, FOR A DIRECT KII-OZ5, USR40 ASCE 7-15 AND SHALL NOT EXCEED 114E MAXIMUM (&SO,) 1/4� 0-20 SS SMALK BOLTS USED SHALL BE LONG ISNOIJOH(SHOULZ ANY ANISH MATEIRAL EXIST) To DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS, IN ORDER TO VERIFY THE ADM CONEMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-19 SMALL BE FIRST REWCED TO &S,D. DES" aTN'D LOADS BY MULTIPLYING THEM BY 0.6 N DOOM TO 6,3) IN WE THAT PRECAST STONL OR PRECW CONCRETE PANELS 13E FOUND ON T44E EXISTING WALL, TO COMPARE T14ESE Of/ MM. (A.SQ) DESIGN PRIMURE RATINGS INDICATED ON SRESS 25 & 26, ANCHORS S� BE LONG ENOUGH TO REACH THE MJNM STRUCTURE BF-14WD SUCH PANELS. ANCHORAGE :N ORDER TO VERIFY THAT COMPONENTS AND AK14ORS ON T41S P.LD. AS TESTED WERE NOT OVER STRESM. A .M% INCREASE SMIALL BE AS MENTIONED IN 9�1) AND IN EL2), N ALLOWABLE STREW FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS, FASTENER% SPACING TO WOOD HAS 0EEM DETERMINED IN ACCORDANCE WITH, N,D.S� ZOM (C) ANC"ORS SIALL BE INSTALLED FOLLOWING ALL OF THE REVOMMENDATKINS AND SPECIPiCATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE NAS BEEN VERIFIED IN ACCORDANCE WrTH SECTION 1626 OF MAN FACT IURER� I THE ABOY MEN14ONED CODE AS PER FINESTR47ION TESTING LABORATORY, INC, REPORT I .02. AS PROTOCOLS TAS-201. I I IT HALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMUCTURE WHERE SHUTTER T IS ,AS-202 AND IAS-203. OR WOOD FRAME ElUILDING-S 7M SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2. MIS SYSTEM I" SEEN DESIGNED TO at- INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING tHE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR UPT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 -10 SFAL/CAULK ALL SHUFTER, COMPONENT EDGES WHICH REAANN rN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT ADNOIRAAN INTRUSION CAULK AND SE& SHUT-?M TRACKS ALI- AROUND FULL ' J. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED IQ BE LENGTH. PERFORMED FROM THE INSIDE OF STRUMILARt, t3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS HIRCATED; IN THIS GNAWING . PLUS ANY BUILDING AND ZONING 4- SERIES 2000 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND 4OR120NIA, SUMPS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NS'141AMN IS REQUIRCO TO BE PERFORMED FROM. THE INSIDE OF SIRUCTUPE� 14 ATRIUM WINDOWS AND DOORS, INC. r - 2 HAND STORM PANEL SYSTEN" IS PADENF PENDING, 5- ALI ALUMINUM D"USIONS TO BE W63-110 ALLOY An TEMPER, (UNLESS CrrMERWiSE NOTED) 15 (9) THIS PRODUCT EVALUATION DOCUMENT (P.E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDt: INFORMATION FOR A Sn SPECIFIC PROJECTI i.e. WHERE THE S17E CONDITIONS DEVIATE FROM THE P�E-Q 6. ALL ALUMINUM SHEET METAL USED At C�,OSUWS SHALL HWE 3M6-MI4 ALLOY. M CONTRACTOR IQ BE RESPONSIBLE FOR THE StLILCITON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7- ALL STM SHEET METAL PANELS SMALL HAVE STRUMRAL QUALITY STEEL, J15TV A-65i QWL 50 JR., 0ALVANIZED STEEL THIS PRODUCT BASEL) ON THIS RE.D PRONIDED Ht/S"E DOES NOT bi FROM 'THE CONDMONS DETAILED ON OtSIGNKITOR WIFY- S&S k4i (ArMOR ROCLED). THIS DOCUMENT CONSTRUCTION SAFETY AT Eff IS 74E CONTRACTOP'S RESPONSIBILTY. 8, ALL SCREWS TO BE STAINLESS STEEL 304 ON ,516 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (.'I THIS PRODUCT EVALUATION DOCUMENT VALL BIE CONSIDERED INVALID IF MWFTEI), WOIB W/ 50 W YIELD STRENGTH, AND 90 4P� TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA, 001014', CODE SECTXW 2411.3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA RECISIIERED ENGINEER OR ARCHITECT WHICH WILL 0. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL, WITH 35 NIa MINIMUM YIELD STRENGTH BECOME THE ENGINEER Of RECORD (EC.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER USE OF THE P1,11. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P ED. ENONMR, SMALL 10. ANCHORS TO WALL SMALL BE AS FOLLOWS� SUBMIT TO THIS LWER THE SITE SPECIFIC DRAWINGS FOR .REVIEW (A) TO-ZM'MNa-?kUREa-DQW,RM (.) THIS P ED SHALL WAR THE WE ILND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of - f/4-0 TAPCON ANCHORS AS MANUFACTURED BY ITW SVLOEX. INC (MIN. f'­1192 MCI) RECORD THAT PREPARED IT - 1/4- 6 X 7/8- CAUK-IN ANCHORS, AS MANUFACTURED 13Y DEWALT INC. (MIN f'e-3000 P-Q 16. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBit LOCATION AT STORM PANEL IN - 014-10 PANELMATE FEMALE ID A, PANPLMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CIXISTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL SK41L BE PLACED FOR EVERY OPENNC� W-3350 P'. I ) LA13EUNG TO COMPLY WITH SECTION '7099.2 OF THE FLORIDA BUILDING CODE [ A-t) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4� AND 2- FOR PANELMATE FE"U IQ & PANELPA'TE PLUS, A2) MINIMUM EWE1DUZHT OF 1/4-0 X 7/8- CALr-IN ANCHORS WLL BE IS ?YS" INTO CONCRETE, 00 EMBEDMENT INTO ANY.FTNISH MATERIAL SKA11 BE PERMATITD, 1/4 0-20 SS SIDEWALK WITS USED SHALL RL UONIU, ENOUGHISHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS, 00, "0010-10% � A,3) 114 CASE THAI PRECAST STONEL PRECAST CONCRETE RAN"S, OR PAVERS BE POUND ON THE E94TIFIC WALL OR ror L NZ;%, � FLOOR, ANCHORS SMALL BE WHO ENOUGH 10 REACH rRE MAN STRUCTURE BEHNO SUCii PANELS. mCmORAGE SHALL ` lt BE AS I(ENIOWD IN A,I) AND I A,Z), � vICEN4,%'11 's, No. 44167 ". S 1/4, "' " - (81 TD-EELMI&LOrALIE �� i , ,,.� = . * :* 1 - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED W 11W, SIALDFX� INC - ­1 -- -` , L. I z FLORIDA BUILDING CODE (Htgh Valocit - V - I4U-r cane Zano)j - 1/4' 0 X 7/8- CALK-01 ANCHOM AS MANUFACTURED BY DEWALT INC Q'm-1500 Pfii,) * I � - * ,,& z .2020 MTERD. - F,P. t - 414-10 PANELMATE FEMALE 10 AND PANrLMATC PLUS ANCHORS, AS M&NUFACTURED BY ELCO CONSTRUCTON - .- -%, .,,�o f 20 CADE GALVANIZED SMEL STORM PANEL BY ,� " I #1 , I DA'a'" PRODUCTS W­,2071 0-1) I ­ . - , W-k ­ — , 1-11 - --- - �� � GIL PROTECTION PRODUCTS, 07pvE=%` - -- 1-1 h-I 0% // 11LIECIO... 14M &., !M DVDEU U.C. DATE, ( " I TPLUI NAME_ N­ 4,131. ----- a. � .1. PROW VHH4 -�, M (AWSPS-M7 20-176 Z ;:::r - 1.9-INP, - -1.1 - I DAMIND N� P� SE.,1.GAA,P."R: Dk-Om47's 1 SALIM A. n,uT �., P1. n-1 = PN 'i - - — 20ft 1 - . I - I - I . I - ��-., Dr. I I -6-P (1) (1) c- — f CO (3) "' -0 > r- 0 L_ L- -0 a) 0- = a) 2-o 2 a M -0 0- . I -I- %w 0 CM 0 -4- W -1.-, = = M - .- a) -0 0 M (n 070-0 a) 0 CL C 0 ?�: = CU = ­0 E: — 0 -4.- ,.,- CU M 0 > . " CO W " -4-0 CL — cn ,,'o CU C:�- = IM C -6-0 �- -0 — CO < 0! 4 z z w mi - I ''I'll-1- ­- COMPQNENTS F9R SERIES 2000 & I 000 E-Z HANG STORM PANELS X/24 111, NOR 2 DEP060 ­ (SCALE 1/2-I-) 4 W/ OR - (SEE NOTE .- SELOW) /24 110� V/24 (Be om j sevoin ITION DETAILS FOR SERIES 2000 AND 1009 E-Z HANG STORM V.1, SM. V/24 * 4'/24 CIO -51� 3- M... 2' PANEL X, 14TO RETE QR C9tj9jffjjE--ffL0 - saDU%DPN R%�Ir 5- Me. ­9 K *A,' r, -a--- SC FOR ODNORM MCM?w M r . A.C. T T - IC8, -- -- '2 59 I' - ­-� or 1=21,10I WOW SCRrw`­ - /!� r !: 611-1 -- - � �— I !I- SIW 2. - - ; I (SIDE SONEINU on swe, -, I I M-ML - � e 3 I ADQUOD) - , - -- . - -1-1 L I - L ls.IS6- (TOTAL WEITIN) ­ ­ -- - - ---- -- -- I ­ -- L -- - L I I - I � 0--�/-C­?G�A - . I I I I � � � 1 4�6 � - 2.25D' �- 2,591 " — 1- " I - ­ I ­- swo .9 1* 11-1 '� I - — — - f- L ,, - I � � - ; . 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ONE INTERIOR PANEL N!.IwTd;6 DID: 5-10-IL" WWWAO" N30 ., PLO4. .,.B � ON NQYE (J) ASIDIVIE'S MAY BE USED X AT BOTTOM ATTACHING BOTTOM TRACK TO WALL P,'r = ,,%IHIINNN,%, SPECS ,4&g . 'Movii.11t ... T. IN SUCH ME. CONINECTION OF PANELS MOUNTED TO F i L. TO BOTTOM TRACK WAY OCCUR AT ANY PANEL U)CATION W/ TWO PANELAAATES P NO NG SHOWN ON %AT- AND . el 10 nec" '��A A . Mi,,. EDGE DISTAN AT TOP ' ,,,\\ - �4�,*%. '. 3' & 4r ON SHE -I 2k . '00 OR , , . I - - CQ 4 8 I . t IF NAKI - t CA' a- - L" , I ......... �3 I I D55- (Typ.) . - ` . (5) SEE SEC`nDN I ­L SEE ANCHOR SCHEDULE ON SHEET 25. hn", GE NVID t, - GGGR = -F' /I ' DOES L 4 /11 . 0 11 H 0 �,,p� �;. =.."y; UC.x- - ,/ V 1/2' ., ES , IN, 1. 750' .. - �; ,,*,Hill ROT NEED TO BE C-4 I: = - M .:� INST. 'T NsMU,RRN, TYPE ON � " \�CEN�'%!JA� w . r- . . .0 IN SUCH ThAT ADJACENT PANELS (TO f LM & FRONT SIDE OF WTMiDR PANEL) HAVE "� , . . 'IN 0 N. IQ;;4� Ip .. 1 - �!' L /. . \�CINS­� N, ... 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I . %3 - va r", W-0 :z_ �A - C= L- = CWD C..'s C-4 1:10 >4 - L&- C3� C= - . C�4 .= = cc - �D,Z *- I W 1 = 0, 3: , 4) -rz = :. 5: E = = aL , =-! 51 :R ­r -;; 3: 3: M a) .= = .T (.) CUI � Z. = t= .!L CL) cc .;- =. C= L= .= In M = rE M CD � w - t , - FLORIDA BUILDING CODE LHIgh Velocity Hurricane Zan W= WOOD, W- 20 GAGE GAILV"WID STEEL STORM PANEL - LO: ORION Sr :: P � C ROT!: n, ov"12M ' — '� LGLOUL PROTECTION PRODUCTS, LLC. DA, ILIECO.Mc � IN. L- N ASCII S. Ei STACCI ;I" 4, ENIGNMARR; EMVANY : FL n344 P.GNL IINN - I&, iPEA"_4M = . ,.,: � � .. - IN, � e.p MI. -7utL 20-176 A. , =0 ;`01 0, , ", Iasa _ . - - awi - van7l - . I . - ,:, -1- Am jol — ORWAR No� NOTES: Y" L-2 RANI MM Ean I E-Z HANG SIORM PANEL SHOWN ON IMIO PRODUCT EVALUATION DOCUMENT (RE.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8-4) MINIMUM DAIRCOMIEN1 OF TAPCON ANCHORS AND PANELMA7E FEMALE ID & PANELVATE PLUS INTO CONCRETE ACCORDANCE WV THE 2020 (7th EDITION) OF THE FLOF40A BUILD114G CODE. BLOCK SMALL BE I 1141. DESCH WIND LOADS SKq.k BE OVISRMORED AS PER SECTION 1620 OF THE ABOVE MENTION 0.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* GALK-IN ANCHORS SHALL BE 15 7/0' NITO CoNcGM. MR A WIND 5 RED BY INE JUIRSOICTION WHERE THESE SMUTYERS VALL BE Iwlt�L6 AND NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED, FOR A DIRECT KII-OZ5, USR40 ASCE 7-15 AND SHALL NOT EXCEED 114E MAXIMUM (&SO,) 1/4� 0-20 SS SMALK BOLTS USED SHALL BE LONG ISNOIJOH(SHOULZ ANY ANISH MATEIRAL EXIST) To DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS, IN ORDER TO VERIFY THE ADM CONEMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-19 SMALL BE FIRST REWCED TO &S,D. DES" aTN'D LOADS BY MULTIPLYING THEM BY 0.6 N DOOM TO 6,3) IN WE THAT PRECAST STONL OR PRECW CONCRETE PANELS 13E FOUND ON T44E EXISTING WALL, TO COMPARE T14ESE Of/ MM. (A.SQ) DESIGN PRIMURE RATINGS INDICATED ON SRESS 25 & 26, ANCHORS S� BE LONG ENOUGH TO REACH THE MJNM STRUCTURE BF-14WD SUCH PANELS. ANCHORAGE :N ORDER TO VERIFY THAT COMPONENTS AND AK14ORS ON T41S P.LD. AS TESTED WERE NOT OVER STRESM. A .M% INCREASE SMIALL BE AS MENTIONED IN 9�1) AND IN EL2), N ALLOWABLE STREW FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS, FASTENER% SPACING TO WOOD HAS 0EEM DETERMINED IN ACCORDANCE WITH, N,D.S� ZOM (C) ANC"ORS SIALL BE INSTALLED FOLLOWING ALL OF THE REVOMMENDATKINS AND SPECIPiCATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE NAS BEEN VERIFIED IN ACCORDANCE WrTH SECTION 1626 OF MAN FACT IURER� I THE ABOY MEN14ONED CODE AS PER FINESTR47ION TESTING LABORATORY, INC, REPORT I .02. AS PROTOCOLS TAS-201. I I IT HALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMUCTURE WHERE SHUTTER T IS ,AS-202 AND IAS-203. OR WOOD FRAME ElUILDING-S 7M SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2. MIS SYSTEM I" SEEN DESIGNED TO at- INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING tHE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR UPT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 -10 SFAL/CAULK ALL SHUFTER, COMPONENT EDGES WHICH REAANN rN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT ADNOIRAAN INTRUSION CAULK AND SE& SHUT-?M TRACKS ALI- AROUND FULL ' J. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED IQ BE LENGTH. PERFORMED FROM THE INSIDE OF STRUMILARt, t3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS HIRCATED; IN THIS GNAWING . PLUS ANY BUILDING AND ZONING 4- SERIES 2000 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND 4OR120NIA, SUMPS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NS'141AMN IS REQUIRCO TO BE PERFORMED FROM. THE INSIDE OF SIRUCTUPE� 14 ATRIUM WINDOWS AND DOORS, INC. r - 2 HAND STORM PANEL SYSTEN" IS PADENF PENDING, 5- ALI ALUMINUM D"USIONS TO BE W63-110 ALLOY An TEMPER, (UNLESS CrrMERWiSE NOTED) 15 (9) THIS PRODUCT EVALUATION DOCUMENT (P.E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDt: INFORMATION FOR A Sn SPECIFIC PROJECTI i.e. WHERE THE S17E CONDITIONS DEVIATE FROM THE P�E-Q 6. ALL ALUMINUM SHEET METAL USED At C�,OSUWS SHALL HWE 3M6-MI4 ALLOY. M CONTRACTOR IQ BE RESPONSIBLE FOR THE StLILCITON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7- ALL STM SHEET METAL PANELS SMALL HAVE STRUMRAL QUALITY STEEL, J15TV A-65i QWL 50 JR., 0ALVANIZED STEEL THIS PRODUCT BASEL) ON THIS RE.D PRONIDED Ht/S"E DOES NOT bi FROM 'THE CONDMONS DETAILED ON OtSIGNKITOR WIFY- S&S k4i (ArMOR ROCLED). THIS DOCUMENT CONSTRUCTION SAFETY AT Eff IS 74E CONTRACTOP'S RESPONSIBILTY. 8, ALL SCREWS TO BE STAINLESS STEEL 304 ON ,516 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (.'I THIS PRODUCT EVALUATION DOCUMENT VALL BIE CONSIDERED INVALID IF MWFTEI), WOIB W/ 50 W YIELD STRENGTH, AND 90 4P� TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA, 001014', CODE SECTXW 2411.3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA RECISIIERED ENGINEER OR ARCHITECT WHICH WILL 0. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL, WITH 35 NIa MINIMUM YIELD STRENGTH BECOME THE ENGINEER Of RECORD (EC.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER USE OF THE P1,11. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P ED. ENONMR, SMALL 10. ANCHORS TO WALL SMALL BE AS FOLLOWS� SUBMIT TO THIS LWER THE SITE SPECIFIC DRAWINGS FOR .REVIEW (A) TO-ZM'MNa-?kUREa-DQW,RM (.) THIS P ED SHALL WAR THE WE ILND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of - f/4-0 TAPCON ANCHORS AS MANUFACTURED BY ITW SVLOEX. INC (MIN. f'­1192 MCI) RECORD THAT PREPARED IT - 1/4- 6 X 7/8- CAUK-IN ANCHORS, AS MANUFACTURED 13Y DEWALT INC. (MIN f'e-3000 P-Q 16. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBit LOCATION AT STORM PANEL IN - 014-10 PANELMATE FEMALE ID A, PANPLMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CIXISTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL SK41L BE PLACED FOR EVERY OPENNC� W-3350 P'. I ) LA13EUNG TO COMPLY WITH SECTION '7099.2 OF THE FLORIDA BUILDING CODE [ A-t) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4� AND 2- FOR PANELMATE FE"U IQ & PANELPA'TE PLUS, A2) MINIMUM EWE1DUZHT OF 1/4-0 X 7/8- CALr-IN ANCHORS WLL BE IS ?YS" INTO CONCRETE, 00 EMBEDMENT INTO ANY.FTNISH MATERIAL SKA11 BE PERMATITD, 1/4 0-20 SS SIDEWALK WITS USED SHALL RL UONIU, ENOUGHISHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS, 00, "0010-10% � A,3) 114 CASE THAI PRECAST STONEL PRECAST CONCRETE RAN"S, OR PAVERS BE POUND ON THE E94TIFIC WALL OR ror L NZ;%, � FLOOR, ANCHORS SMALL BE WHO ENOUGH 10 REACH rRE MAN STRUCTURE BEHNO SUCii PANELS. mCmORAGE SHALL ` lt BE AS I(ENIOWD IN A,I) AND I A,Z), � vICEN4,%'11 's, No. 44167 ". S 1/4, "' " - (81 TD-EELMI&LOrALIE �� i , ,,.� = . * :* 1 - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED W 11W, SIALDFX� INC - ­1 -- -` , L. 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ONE INTERIOR PANEL N!.IwTd;6 DID: 5-10-IL" WWWAO" N30 ., PLO4. .,.B � ON NQYE (J) ASIDIVIE'S MAY BE USED X AT BOTTOM ATTACHING BOTTOM TRACK TO WALL P,'r = ,,%IHIINNN,%, SPECS ,4&g . 'Movii.11t ... T. IN SUCH ME. CONINECTION OF PANELS MOUNTED TO F i L. TO BOTTOM TRACK WAY OCCUR AT ANY PANEL U)CATION W/ TWO PANELAAATES P NO NG SHOWN ON %AT- AND . el 10 nec" '��A A . Mi,,. EDGE DISTAN AT TOP ' ,,,\\ - �4�,*%. '. 3' & 4r ON SHE -I 2k . '00 OR , , . I - - CQ 4 8 I . t IF NAKI - t CA' a- - L" , I ......... �3 I I D55- (Typ.) . - ` . (5) SEE SEC`nDN I ­L SEE ANCHOR SCHEDULE ON SHEET 25. hn", GE NVID t, - GGGR = -F' /I ' DOES L 4 /11 . 0 11 H 0 �,,p� �;. =.."y; UC.x- - ,/ V 1/2' ., ES , IN, 1. 750' .. - �; ,,*,Hill ROT NEED TO BE C-4 I: = - M .:� INST. 'T NsMU,RRN, TYPE ON � " \�CEN�'%!JA� w . r- . . .0 IN SUCH ThAT ADJACENT PANELS (TO f LM & FRONT SIDE OF WTMiDR PANEL) HAVE "� , . . 'IN 0 N. IQ;;4� Ip .. 1 - �!' L /. . \�CINS­� N, ... 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IMM " '-, " - V ­ � PAW . of a a- � "All I.M19z----" --` - �­- �, 1 - i� - �30-:�--7-r�- � , =24 :!i^� --- .- -.­ , '' . . . S I - L-- - I-.,.-,- - ­., , .am w .,. . I - I - a I I I I SHEET NO. SH 1.2, %3 - va r", W-0 :z_ �A - C= L- = CWD C..'s C-4 1:10 >4 - L&- C3� C= - . C�4 .= = cc - �D,Z *- I W 1 = 0, 3: , 4) -rz = :. 5: E = = aL , =-! 51 :R ­r -;; 3: 3: M a) .= = .T (.) CUI � Z. = t= .!L CL) cc .;- =. C= L= .= In M = rE M CD � w - t , - FLORIDA BUILDING CODE LHIgh Velocity Hurricane Zan W= WOOD, W- 20 GAGE GAILV"WID STEEL STORM PANEL - LO: ORION Sr :: P � C ROT!: n, ov"12M ' — '� LGLOUL PROTECTION PRODUCTS, LLC. DA, ILIECO.Mc � IN. L- N ASCII S. Ei STACCI ;I" 4, ENIGNMARR; EMVANY : FL n344 P.GNL IINN - I&, iPEA"_4M = . ,.,: � � .. - IN, � e.p MI. -7utL 20-176 A. , =0 ;`01 0, , ", Iasa _ . - - awi - van7l - . I . - ,:, -1- Am jol — ORWAR No� NOTES: Y" L-2 RANI MM Ean I E-Z HANG SIORM PANEL SHOWN ON IMIO PRODUCT EVALUATION DOCUMENT (RE.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8-4) MINIMUM DAIRCOMIEN1 OF TAPCON ANCHORS AND PANELMA7E FEMALE ID & PANELVATE PLUS INTO CONCRETE ACCORDANCE WV THE 2020 (7th EDITION) OF THE FLOF40A BUILD114G CODE. BLOCK SMALL BE I 1141. DESCH WIND LOADS SKq.k BE OVISRMORED AS PER SECTION 1620 OF THE ABOVE MENTION 0.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8* GALK-IN ANCHORS SHALL BE 15 7/0' NITO CoNcGM. MR A WIND 5 RED BY INE JUIRSOICTION WHERE THESE SMUTYERS VALL BE Iwlt�L6 AND NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED, FOR A DIRECT KII-OZ5, USR40 ASCE 7-15 AND SHALL NOT EXCEED 114E MAXIMUM (&SO,) 1/4� 0-20 SS SMALK BOLTS USED SHALL BE LONG ISNOIJOH(SHOULZ ANY ANISH MATEIRAL EXIST) To DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS, IN ORDER TO VERIFY THE ADM CONEMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-19 SMALL BE FIRST REWCED TO &S,D. DES" aTN'D LOADS BY MULTIPLYING THEM BY 0.6 N DOOM TO 6,3) IN WE THAT PRECAST STONL OR PRECW CONCRETE PANELS 13E FOUND ON T44E EXISTING WALL, TO COMPARE T14ESE Of/ MM. (A.SQ) DESIGN PRIMURE RATINGS INDICATED ON SRESS 25 & 26, ANCHORS S� BE LONG ENOUGH TO REACH THE MJNM STRUCTURE BF-14WD SUCH PANELS. ANCHORAGE :N ORDER TO VERIFY THAT COMPONENTS AND AK14ORS ON T41S P.LD. AS TESTED WERE NOT OVER STRESM. A .M% INCREASE SMIALL BE AS MENTIONED IN 9�1) AND IN EL2), N ALLOWABLE STREW FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS, FASTENER% SPACING TO WOOD HAS 0EEM DETERMINED IN ACCORDANCE WITH, N,D.S� ZOM (C) ANC"ORS SIALL BE INSTALLED FOLLOWING ALL OF THE REVOMMENDATKINS AND SPECIPiCATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE NAS BEEN VERIFIED IN ACCORDANCE WrTH SECTION 1626 OF MAN FACT IURER� I THE ABOY MEN14ONED CODE AS PER FINESTR47ION TESTING LABORATORY, INC, REPORT I .02. AS PROTOCOLS TAS-201. I I IT HALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMUCTURE WHERE SHUTTER T IS ,AS-202 AND IAS-203. OR WOOD FRAME ElUILDING-S 7M SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK 2. MIS SYSTEM I" SEEN DESIGNED TO at- INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING tHE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR UPT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR 15 -10 SFAL/CAULK ALL SHUFTER, COMPONENT EDGES WHICH REAANN rN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT ADNOIRAAN INTRUSION CAULK AND SE& SHUT-?M TRACKS ALI- AROUND FULL ' J. SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED IQ BE LENGTH. PERFORMED FROM THE INSIDE OF STRUMILARt, t3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS HIRCATED; IN THIS GNAWING . PLUS ANY BUILDING AND ZONING 4- SERIES 2000 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND 4OR120NIA, SUMPS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NS'141AMN IS REQUIRCO TO BE PERFORMED FROM. THE INSIDE OF SIRUCTUPE� 14 ATRIUM WINDOWS AND DOORS, INC. r - 2 HAND STORM PANEL SYSTEN" IS PADENF PENDING, 5- ALI ALUMINUM D"USIONS TO BE W63-110 ALLOY An TEMPER, (UNLESS CrrMERWiSE NOTED) 15 (9) THIS PRODUCT EVALUATION DOCUMENT (P.E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDt: INFORMATION FOR A Sn SPECIFIC PROJECTI i.e. WHERE THE S17E CONDITIONS DEVIATE FROM THE P�E-Q 6. ALL ALUMINUM SHEET METAL USED At C�,OSUWS SHALL HWE 3M6-MI4 ALLOY. M CONTRACTOR IQ BE RESPONSIBLE FOR THE StLILCITON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7- ALL STM SHEET METAL PANELS SMALL HAVE STRUMRAL QUALITY STEEL, J15TV A-65i QWL 50 JR., 0ALVANIZED STEEL THIS PRODUCT BASEL) ON THIS RE.D PRONIDED Ht/S"E DOES NOT bi FROM 'THE CONDMONS DETAILED ON OtSIGNKITOR WIFY- S&S k4i (ArMOR ROCLED). THIS DOCUMENT CONSTRUCTION SAFETY AT Eff IS 74E CONTRACTOP'S RESPONSIBILTY. 8, ALL SCREWS TO BE STAINLESS STEEL 304 ON ,516 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (.'I THIS PRODUCT EVALUATION DOCUMENT VALL BIE CONSIDERED INVALID IF MWFTEI), WOIB W/ 50 W YIELD STRENGTH, AND 90 4P� TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA, 001014', CODE SECTXW 2411.3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA RECISIIERED ENGINEER OR ARCHITECT WHICH WILL 0. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL, WITH 35 NIa MINIMUM YIELD STRENGTH BECOME THE ENGINEER Of RECORD (EC.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER USE OF THE P1,11. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P ED. ENONMR, SMALL 10. ANCHORS TO WALL SMALL BE AS FOLLOWS� SUBMIT TO THIS LWER THE SITE SPECIFIC DRAWINGS FOR .REVIEW (A) TO-ZM'MNa-?kUREa-DQW,RM (.) THIS P ED SHALL WAR THE WE ILND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of - f/4-0 TAPCON ANCHORS AS MANUFACTURED BY ITW SVLOEX. INC (MIN. f'­1192 MCI) RECORD THAT PREPARED IT - 1/4- 6 X 7/8- CAUK-IN ANCHORS, AS MANUFACTURED 13Y DEWALT INC. (MIN f'e-3000 P-Q 16. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBit LOCATION AT STORM PANEL IN - 014-10 PANELMATE FEMALE ID A, PANPLMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CIXISTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9�3 OF FLORIDA BUILDING CODE ONE LABEL SK41L BE PLACED FOR EVERY OPENNC� W-3350 P'. I ) LA13EUNG TO COMPLY WITH SECTION '7099.2 OF THE FLORIDA BUILDING CODE [ A-t) MINIMUM EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4� AND 2- FOR PANELMATE FE"U IQ & PANELPA'TE PLUS, A2) MINIMUM EWE1DUZHT OF 1/4-0 X 7/8- CALr-IN ANCHORS WLL BE IS ?YS" INTO CONCRETE, 00 EMBEDMENT INTO ANY.FTNISH MATERIAL SKA11 BE PERMATITD, 1/4 0-20 SS SIDEWALK WITS USED SHALL RL UONIU, ENOUGHISHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS, 00, "0010-10% � A,3) 114 CASE THAI PRECAST STONEL PRECAST CONCRETE RAN"S, OR PAVERS BE POUND ON THE E94TIFIC WALL OR ror L NZ;%, � FLOOR, ANCHORS SMALL BE WHO ENOUGH 10 REACH rRE MAN STRUCTURE BEHNO SUCii PANELS. mCmORAGE SHALL ` lt BE AS I(ENIOWD IN A,I) AND I A,Z), � vICEN4,%'11 's, No. 44167 ". S 1/4, "' " - (81 TD-EELMI&LOrALIE �� i , ,,.� = . * :* 1 - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED W 11W, SIALDFX� INC - ­1 -- -` , L. I z FLORIDA BUILDING CODE (Htgh Valocit - V - I4U-r cane Zano)j - 1/4' 0 X 7/8- CALK-01 ANCHOM AS MANUFACTURED BY DEWALT INC Q'm-1500 Pfii,) * I � - * ,,& z .2020 MTERD. - F,P. t - 414-10 PANELMATE FEMALE 10 AND PANrLMATC PLUS ANCHORS, AS M&NUFACTURED BY ELCO CONSTRUCTON - .- -%, .,,�o f 20 CADE GALVANIZED SMEL STORM PANEL BY ,� " I #1 , I DA'a'" PRODUCTS W­,2071 0-1) I ­ . - , W-k ­ — , 1-11 - --- - �� � GIL PROTECTION PRODUCTS, 07pvE=%` - -- 1-1 h-I 0% // 11LIECIO... 14M &., !M DVDEU U.C. DATE, ( " I TPLUI NAME_ N­ 4,131. ----- a. � .1. PROW VHH4 -�, M (AWSPS-M7 20-176 Z ;:::r - 1.9-INP, - -1.1 - I DAMIND N� P� SE.,1.GAA,P."R: Dk-Om47's 1 SALIM A. n,uT �., P1. n-1 = PN 'i - - — 20ft 1 - . I - I - I . I - ��-., Dr. I I -6-P (1) (1) c- — f CO (3) "' -0 > r- 0 L_ L- -0 a) 0- = a) 2-o 2 a M -0 0- . I -I- %w 0 CM 0 -4- W -1.-, = = M - .- a) -0 0 M (n 070-0 a) 0 CL C 0 ?�: = CU = ­0 E: — 0 -4.- ,.,- CU M 0 > . " CO W " -4-0 CL — cn ,,'o CU C:�- = IM C -6-0 �- -0 — CO < 0! 4 z z w mi - I ''I'll-1- ­- COMPQNENTS F9R SERIES 2000 & I 000 E-Z HANG STORM PANELS X/24 111, NOR 2 DEP060 ­ (SCALE 1/2-I-) 4 W/ OR - (SEE NOTE .- SELOW) /24 110� V/24 (Be om j sevoin ITION DETAILS FOR SERIES 2000 AND 1009 E-Z HANG STORM V.1, SM. V/24 * 4'/24 CIO -51� 3- M... 2' PANEL X, 14TO RETE QR C9tj9jffjjE--ffL0 - saDU%DPN R%�Ir 5- Me. ­9 K *A,' r, -a--- SC FOR ODNORM MCM?w M r . A.C. T T - IC8, -- -- '2 59 I' - ­-� or 1=21,10I WOW SCRrw`­ - /!� r !: 611-1 -- - � �— I !I- SIW 2. - - ; I (SIDE SONEINU on swe, -, I I M-ML - � e 3 I ADQUOD) - , - -- . - -1-1 L I - L ls.IS6- (TOTAL WEITIN) ­ ­ -- - - ---- -- -- I ­ -- L -- - L I I - I � 0--�/-C­?G�A - . I I I I � � � 1 4�6 � - 2.25D' �- 2,591 " — 1- " I - ­ I ­- swo .9 1* 11-1 '� I - — — - f- L ,, - I � � - ; . 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ONE INTERIOR PANEL N!.IwTd;6 DID: 5-10-IL" WWWAO" N30 ., PLO4. .,.B � ON NQYE (J) ASIDIVIE'S MAY BE USED X AT BOTTOM ATTACHING BOTTOM TRACK TO WALL P,'r = ,,%IHIINNN,%, SPECS ,4&g . 'Movii.11t ... T. IN SUCH ME. CONINECTION OF PANELS MOUNTED TO F i L. TO BOTTOM TRACK WAY OCCUR AT ANY PANEL U)CATION W/ TWO PANELAAATES P NO NG SHOWN ON %AT- AND . el 10 nec" '��A A . Mi,,. EDGE DISTAN AT TOP ' ,,,\\ - �4�,*%. '. 3' & 4r ON SHE -I 2k . '00 OR , , . I - - CQ 4 8 I . t IF NAKI - t CA' a- - L" , I ......... �3 I I D55- (Typ.) . - ` . (5) SEE SEC`nDN I ­L SEE ANCHOR SCHEDULE ON SHEET 25. hn", GE NVID t, - GGGR = -F' /I ' DOES L 4 /11 . 0 11 H 0 �,,p� �;. =.."y; UC.x- - ,/ V 1/2' ., ES , IN, 1. 750' .. - �; ,,*,Hill ROT NEED TO BE C-4 I: = - M .:� INST. 'T NsMU,RRN, TYPE ON � " \�CEN�'%!JA� w . r- . . .0 IN SUCH ThAT ADJACENT PANELS (TO f LM & FRONT SIDE OF WTMiDR PANEL) HAVE "� , . . 'IN 0 N. IQ;;4� Ip .. 1 - �!' L /. . \�CINS­� N, ... 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IF END PANELS ARE SMALL CONSIST OF �0 IF RE �p sm ­�- i w sIva vN � " Sv"�, OR 1/4-0-21!IO '."'is'C' NED"T "' , ` 60 "' 6061-76 Alum, ALLOY , .K 4. WIA'T. (NO 2 1 I= IN, COMMON) -1 I D- ED DESCRIBED ON NOTE (3) pat %Io WALL AND OlIKU MOUKINS IM .�� 26) O� U) f/4'0-20.3/4' N.S. GONN'CT� Mi,. THUMBSCREW ("� FO I INTO TAPPED 8 1N.'4. MAE R CASES WHEN END PANELS ARE UDE iEGRflTLYT.%.1,fQft1; j..- (p - WALL MOU rVUH END PANELS ARE NOT CM STOP W - 0 U& � U , , BE PROVIDED AT TOP OF SUCH PANELS, L. — EITHER OF Two CTEC , 6 M CIO I - p EXTERIOR FLAT FLANGES OF END PANEL , , �-� ELM IQ C El WWI INST, - D PANELS ARE NOT CONNECTED TO BOTTOM TRACK f;e- A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS ANO SOME WIERENI PA14ELS ARE DIRECTLY SCALE 3/9-l' hils-11 U=N X ff.aQ&--4� I 11 (4)� IN CASE THAT EN 081, I ---,(�) SrAf 3/8- SCALE A�S­- i - � ­ IS ONLY USED P) AT LEAST IWO PAI SHALL BE CONNECTED IT) .IT. TRACK - � rn � PAINELMATES. ONE INTERIOR PANEL N!.IwTd;6 DID: 5-10-IL" WWWAO" N30 ., PLO4. .,.B � ON NQYE (J) ASIDIVIE'S MAY BE USED X AT BOTTOM ATTACHING BOTTOM TRACK TO WALL P,'r = ,,%IHIINNN,%, SPECS ,4&g . 'Movii.11t ... T. IN SUCH ME. CONINECTION OF PANELS MOUNTED TO F i L. TO BOTTOM TRACK WAY OCCUR AT ANY PANEL U)CATION W/ TWO PANELAAATES P NO NG SHOWN ON %AT- AND . el 10 nec" '��A A . Mi,,. EDGE DISTAN AT TOP ' ,,,\\ - �4�,*%. '. 3' & 4r ON SHE -I 2k . '00 OR , , . I - - CQ 4 8 I . t IF NAKI - t CA' a- - L" , I ......... �3 I I D55- (Typ.) . - ` . (5) SEE SEC`nDN I ­L SEE ANCHOR SCHEDULE ON SHEET 25. hn", GE NVID t, - GGGR = -F' /I ' DOES L 4 /11 . 0 11 H 0 �,,p� �;. =.."y; UC.x- - ,/ V 1/2' ., ES , IN, 1. 750' .. - �; ,,*,Hill ROT NEED TO BE C-4 I: = - M .:� INST. 'T NsMU,RRN, TYPE ON � " \�CEN�'%!JA� w . r- . . .0 IN SUCH ThAT ADJACENT PANELS (TO f LM & FRONT SIDE OF WTMiDR PANEL) HAVE "� , . . 'IN 0 N. IQ;;4� Ip .. 1 - �!' L /. . \�CINS­� N, ... 'i;w, THOR OVERLAPS RETAINED By -(?)� a - .- �I" -1, -� * I �� \��- = ! i- -::,? - . ��; ,­ T­ ', 4,� ,-- ..' I i , No - I � ,�'. �­ � ��,� � 1 / —vzs-,db n z mi . .44167 't Z , ., I = : No. 44167 � . - �oA�,-` VN i? I . " = I ILL=,, - A I- — -1 *: - . - FLORIDA BUILDING CODE (High Valocift Hurricane Zone) z . I FLORIDA BUILDING COD cone Zone) I , 0 , = *: '. z LOING CODE (High ftocity H- Cana Zone) r L, : ---- - - -- \; . ii:- --- E Min VofoclLy hurri � � . - FLORIDA HUI I . I . . - < I � I -- =VW MTEM ML r, 1. mw TAIEM W- I = - I I = .750* - - - i -% 20 GAGE GALVANIZED STEEL STORM PANEL E ., � = I. 1 .,,IP �W.. - " i , , � TATE OF -',,C� f No. 4 167 - I 20 GAGE GALVAIIIZEI - � -- - -- s I, STATE OF ,417 z- 2,11 GAGE GALVANIZED STEEL STORM PANEL RuPIL ;z 3' Mo..----j li,� 0,:-, A , - ` — DMW - = : Q�-t im- A\ � � - 0 BY. " "... ORM�- 7 �­e��, s Iii I .­,�;� I E.P. - Or, Y ��- ��, - -- 7/281-M I I- , - - - -- — I I v=j -�-- MIAM DETAIL I I a A - � �-� GLOBAL PROTECTION PRODUCTS, LLC. '— 1 4., STAx OF �,:I: z / IL ECO..., \ GLOBAL PROTECTION PRODUCTS, LLC. ". SCALE- 1/2- - I- YZAA �C� w, ­­ . .... � VT1LrE;C-z0 —,,. \ UCTS. LLC. , WL, z , , - --"- / :� , i0i , " I ...... - ., ------, , L ' "",�, - ASW SX 51 57ROY - , , - 1 1 1 LONG MW MO, ­ 4WD SAL � 5YEJ17 07 3"WN 08 STOE "a '! INA -�il i-� DAVID, FL =I �.--''qo ,Dv,�-Afl�� TWT TV A, gg / , - e­­ / TILrEcom, �, am S wq 51 STREC " ,%, 4&M" � PmMNPAGY P, 3"'. , I P"ONE WW#-�AA`% F3&3V. 20-176 < I (01RAID *I r1d, 4WAO680-4797 _ i"4IM-111 1. FPNONL (01RAID- Ermu-in'. _ (0,A) -T5 Alum. ALLOY , "�� `M`* , J­�Pmi­%., - A� .,-I., 6063 zz. m. !x-I.- "4r, (0008%-)W� fft ("'Nait-170, " P-ONE, On"KA14- 20-176 X��4 0% I'. CA-00CE11% ���- - - -1 - ---.`T-w;;=--r- I - . I ap- I - GRAWIND ­ ,E wA,vOMnAE/uFIE �.I — I - C.-WOETIP BRAMAN KP, P E SrA,%wMTM/wa cA­oi I I -,IAIV-64- N11y.w, -j IMA. �U­Y 11., I'SL ­­­;"'./� ... N#�x�w --"­�,a-- - vgl%�&w J', P, s— I - I '" I— - A-`-,--�- I - �=- - -- . � ­.. IMM " '-, " - V ­ � PAW . of a a- � "All I.M19z----" --` - �­- �, 1 - i� - �30-:�--7-r�- � , =24 :!i^� --- .- -.­ , '' . . . S I - L-- - I-.,.-,- - ­., , .am w .,. . I - I - a I I I I SHEET NO. SH 1.2, CI 014.1 RV 0 aJ **91,4 49 , . 0 01;4;4*_1;z#IN11Ia1 - " V_ _1 I I A' _ .; mi ._ Irlm-1.1-.41 I.I..,.TJ.4..,..Nwvrm.P.Tmmr!.?,Tr",Mq-mmm.I iY&&_2&'L�r,N1 V MTa_4L,5jj � M"MUM AS.D. ; OESING P 1 M`F',P,,5C, MUMUM A1114110N PANEL I APPLICAVIC 10 � RATING 7 .111m) To CONDITION � .65.0. -75-3 1 70' OR ass _7_ "._ � 7 __ _. BOLTED - - , . I" r'. S. , W. ----+- � , 2"W & 3*w .66.0, -75.3 i 70* OF LESS . - I/- � �� w_ - ­ - - - WV;�tMu C;f4M I-dU A- 5S MS, IF WRIGNUT AT OVERLAP & LOX OF PANEr LENGN, ME DM6"' Of PANEL� 171�vl 17.1117 W.1" PIN-] *ffti, 111J:1*44111;m�kl I RMIT'" P1w.rN*w*1#1:; J*i;1-11, I i= t1.Ifj1w.1r1N1wi:[1j_1� - =-...., lm-Aliti'Lli;4391:u:jicei",IW'11:tvi"tsj;i*l� ­-1,j.__*jw_-wXLm �� . ' MAMMON ANCHORS SAAMIC MR C. D. . 3 1'. � 10 PIAIA"0101 PRESSURE SECTIONS I & AM COkOMTON MAXIMUM PA41 TAPCONS CMx­4N i PANtLIKATE fIGA&C W 1 ;;��i-� RATING (,..0 or THEN LENOTH 11 (�) To CONCRETE To CONCRETE !TO CONCRETE � TO ONNORM BLOC' TO CONcREm To 10411"C TO CaNcitm In, 12 . N/A j 12' 12* .-.P- N/A 12, j N/A I- & 2� (TOP) it* , 3. IF � to. I 3' 5' . 4 . :��� I ' BOTTOM' !j 2GOCI . W � - 5. - 1. __ 1. 1. I.. --fTec-�M 466.0, -75,3 - N/A --r----- ____.!:�� � N/A ' N/A _-_ __ NIA ­ __ ,__.!�A - - - 12 1/2' __!!�A - - ___ III --- 15 2, (BOTTOM) -_ 70, OR LESS '. I � 6 112- N/A 5 ' 1 N/A 4F 1/2' N/A 4 1/2 . 111A 3. (TOP) _____+ � _- - __j _ -1/2'. __ _ - 12- ___F ' N/A I 12. , _ ' -I'- 1 N/A 1 9 I N/A i 9 1/2' N/A 1 3' (BOTTOM) " 12" , I 2 - N /A I 11 ,/ N/A I 12* __ NIA � 112!L -----I--- N/A I 1 4. (TOP) 1 12- 1 B- . 1 12- 1 9 1/2' 1 12' _K___ I I_" �� 1 12' 'I. 1 A- (BOTTOM) I A, LIMITED TO 86,0 p,.t. ALSO. DESIGN PRESSURE FW,WG ASEE SHEET 25 F ANCHORS TYPE & SPAC34G FOR INSTALLATIONS AID WOOD FRAME FRAUDW MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE WDICATED ON THIS SCHEDULE, FOR CO. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SWING. BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS FOR THIS OFIDUSION TO BE POS98LF REDUCED SPACING OWNRED USING FACTOR SNALI MOT BE LESS THAN "MIN SPACING INDICATED FOR EACH ANCHOR TYPE AT LJEGEND� , _ _ANCHORS , __ 1/4'. IIV. - Ile. Amm" TVK _i/4YA 1 _ M W !�� - -- Aogiwm, " -- - M.- I - W, ANCHOR SpIew 0.) 3 � 3 � 7112 . Fee, __ 3 0=7" ELt& _i_- 3 '/t -,;-, I fwm _______1_!/K_*__ - m I , - __� I , - 2 " Ei-T: E­ �E - - So __ - �:: I- __ _T�w_ _ 7ii- -_-A I I :i Izz Lw:1 - ZD_ . ';ji - Tm­_ Fvll_,� i I I + REOUORLS FAIll DISTANCE BETWEEN BOTTOM OF PANEL AND 0 TO BE 1/2* vr/2- "I Me. r-J`T_^1 I - �` ++ RECums No,, osTANcE arr.ffXN DorroLi OF PANEL 1 1 AND (g) TO BE� ��/w I - Jule ku I Mo., FLORIDA BUILDING - - QOMPONENTS FQR REGULAR, LIFE SAEETY & E-Z -HANG STORM PANEL SYSTEMS I (SCALE 1/2-I-) - ___ - ______________ 1. 15.125- (TOY& WIDTH) - - -- -- -- -- - - - - -- -- - - - 2jal" - ­ __ - __ - , _ - - - 12,500- (EFFECTNIC WIDTH)- - . - ­­11 I—- ­ � - _­­ . __ - T-Aco 1 _jw 1 . f 'So. _ I �4"I�i2.W/*". I- S _ RNE , _ ! _'�_ .. ­­­ , ­11 - 6 Ile (Typ_),-. - - .1-1 , � . I- I� � J747� , , -to AAIDUE 0 6 1/4* � - 11"r -_ I J50, - I � I e - - 1,3EO' - � I , . , .2�0 ,- 1.350, - � ! � -_ � � i . I I =' ,- I ­­1 I 1 5 ,186­� r- .OB6, , _100, .� lo I I I I , L I , , ­�� .12v_ _ OR 8 12 WI ri�l:r 0 C. L NSI�� I , 111011 - "' .2 .!,L , I ;,� e� 1 I HEMME 0,024' veL Ft*" \ ­_ - I 11 I I-__ -- (i, " � , I I., ,Z) , , � , _ I', I - " � N pbe 1.e71' -:'741 I llql�. r�l IT '� - ' X. I L _ It : , EDGE iFl 2 ODC� � ,084" � P 1 , - _ lxvs" T-r- - A-i !__ I .- v 1 25' ­ 1, I ,-_ , -, I - OrTATL A G-60 CAN, - 4B I �,_ EDGE � � _6 ­_____j - '_ -OS4. - L, SSG.__J �Izv I ITYP) . (j) STORM PANEL r - - ..--. � ------------ -1 J I - L - .375* TYP ." �3w --,.,,. - PANELS GRALL BE INSTAU.ED ALWAYS FROM LEFT 70 MGM W/ 1/2. a AT END AT LEFT SIDE OF PANEL DETAIL A - (�) _1% - 2.DDO'- 1 1357' --- - 'H* HEADE (�) 'r- TMK (�) ANGLE WIN = _­1 .1 "I � - -1 M�, Top ED" or PANTIL 0.024- (M..) PANFL S END IJIP ­1� 1�_ � `_ "' . I ____­t_ 37�, 1 . 270' GALVANIZED STEEL I W/ HEW&D rurr >`� -I' - - --- _�_, .. __ , I �__ - ,`-F,z, - � - I I 1� �� - I - 1 133" IF 270' �/ 3��_�_,< - ` I I - ; --i-��­ Do- , `�� - _�� - /, ,� 1. , I ' �� i- PANEL I _ - I I "'� ­ ., 1 #/-, I I I / I ­'�, I .j 4ail I I " `�-6bo` 4 I "'I 't j It, S .,L - ___ .3715 0.250-0 ,, -I j - /1/ ,, "EMIAIED,� 1 407' 0425" J \ ' - I - . . I __� , , - I . I - 2-59i'- --- , - _ Z/ r , � �__!.. t� 00-27flol 'T�e Pilmin. �j " " - 1:� ', Cl�i OR @0 - 2.250' - I � � , __ AjL I , ___ �_J___ SOMEIRIC YIEW DET .1.�i� I_IoSil -, ROUNDED CDR - NER 0 ENO$ OF PANEL'S I � 0. I , 2,0- 1� � (� -, I \, - - 1 -2 318' - END lip W/ WEANED EDGE �o&5' 11_`� I_ ;, . - .I 25* 3.750' G72* , (N.T,S) � I'M. I- I I '.091, - Ow" -ul -7!;v 1 (TYP-) ��_ (�) KEY HU WMHER (�) 3105-HIS4 ALUM ALLOY 1 5 I f - I . `!, TY, 90117011 _ -JORE OF PAREL UY HOLE Al EAN �,7A­ - Amig" I 1 2.12" �- - 1 . 7$0'- BI I 3 . r -.- I .Sa SHEET 5 . LWITATKINS IF Is i, 'i � I �021 i I-250' I i 3-1 '5� (�) SLEE& 2 1/5 - _1 MAX. LOM I I _ _ 125" t 1. lw- ONLY VAUD Fc�� WOOD STRUCTURES " I I �,� � _ __ ___,__ t-� - 193- I - -2,000 - coo. 2. 1 . L 1 3.7543- I - �754 a. ___ ---", ­ V�115' I , C50,0 0 ; 125, 2.000 I . L - "") , . - __ I �.750 - �250`_ - I (�) REV. *H' HEADER (�) *U' HEADER I I- �- I (TYP-) - f . I' M;N� TO 5' me. --- ___ (R SLELYE j* MAX, - 2.003­ -- - I -1 I W"4 @ ANQU (9 'Z_M= 9 PANUA-BAHM r�74� - - 3,000, iii., :� 00. � rAFAA00"FAN, N, � 0-VALAW __ i r - -F­ ! - I .- - �- 1, 4 �_ "' -4 1 _11'. 1,. I - I - _i , � , (USE ONLY FOR E-Z RANG STORM PANEL i 470" .Ml ­ .1 SYSTEM) 6015S-76 ALUM, ALLOY - I �"`* . 4 ­1 __ 1­ � ­­ , ,�) 4 : .. ' -_ - DO, � � -4 1052'-f- r I o,44 6 ... ' . . Ik FLORIDA BUILDING CODE (Mon High Woolly Hu arto zorm) T III *v I ��- - ,I - __ .A- - __ * t 1 , i� � 0 FIA. '� V I- Lz=�_ " 088, r-.N,-,,,, , ,__ 123* E Ila,' V -I-- I -.,- " 1� 1z - �10 XTEI M, 24 CAGE GALVANIZED STEEL STORM PANEL ORION W. - 2.000'--- ro, ) L_ j- - -%I -I SEE SECTIONS __ - 050"--I-1- -, I "�DA7 _250 , - MIN - - I �7__�__ It - - L ECO, C_� GLOBAL VMC-0--.�_ - PROTECTION /27/,tvAo MDUCTS, LLC. W, "-- " - nun TOWTHR. IF END .. - - - - I MIND DMAE_ S.W. " STREET rL 3331 (�) sup-quT "r (f� BUILD -OUT *E" TRACK g & 1�� WMHOED WINGNUT - - CA-0006119 - F,K.m D,,H lwo;-T�. � , - , �� ,�, fe.)ORSAM n, i - ! �-,_-_-1 TRACK AN I (ZMAW 3 ALLOY) _=LMLAIL � I i - 111. �7_5j,. I - I I __ ___­________ ___ ____._______ INSTALLAIION DETAILS EQR REgULAR PANEL (T) INTQ PQLJRED QONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE _ANCHORS LOCATION CONCRETE ANCHOn (SEE SCHM.)LE ON (SEE SCHEDULE ON - , EXISTlNG POURED CONCRETE SHEETS 9 THROUGH 10) EXISTING POURED CONICIRETE - OR CONCRETE BLOCK SHEETS 9 THROUGH 10�� OR CONCRETE BLOCK REQUIRED. �, :1� I _ REQUIRED- '.,I -� _MERNATE LEG , 1; - - ­E1D. � ON CONCRETT� ANCHORS - 11 �%, , 71 EkSTING POURED - . 1'��,11 , - '.'-.V-, __ - (- ' 1 __ CONCRETE REOUIRED � , � (2), :""*','� SKE�'9'= I ",""I,", , , ,� �­.�� ,-, � �­, � -_ �� ,,,, ��­ I , "x . - - ­1% �. _ -I- " 1. " I - -7 � _ - , @ I ;;;; � I i- , .�_�=__ _ ; I 1/4- - - V4. . TO, Sclon, OR "' .& `,/ Nw ; le,�1_11�1?11" ti I -1 'i" I I i - - - - - CONCRETE ANCHORS I . I� 1/2* OZ , ." , ix�_ - - . ! i­ I I I I I ---- - : ,,- - z I a (UL SCHEDULE ON -1 ��,_,., -1 -;-�-.";� - '.,� t I � SHEETS 0 THROUGH 10) i :,* - . , I � I I I " I HEA7 - . lr�l I 'C" � 1)__ I I �,` ,�,� I _Ww M_ I ED. ,,, " � IF .�,, ­­­ ,� �� � PANEL LENIGM - `,-�,� : �, (SEE SCHEDULE mvllmd� ,b �, g,. I'll, I ,� 11 ; 1. i � ----- -_ ___ _"i- - I I - C11 0a'1_,'i�,1,"',- ,,,'�,, C--* - ) ON SHEET 3 - FOR SPAT I 11 I SEPARATION _�D (v i ,� , A SON U? : , ,I .1 I � - I M`FAIE�o ; � i � I 10 GLASS, . ONS", , I - -, - SYS � 11' � Amilla (SEPAH 3N TO GLASS (sa SCHEDULE : 0 & IS I W-21 -_� 1 A, . Z10 ff I I I : ,.,,­� �­.,o I ON Mimi S) I Zf= . ir *I' M.A. SEE SCHEDULE ON I "o, 0 i SHEET ruar Per FIND. i- , 3) *I,' 1 PANEL LENGTH I � 41__ - -kl - 1 M, `6L Mm ", 0 1 --- ./- UENMN PAR r-in u - I (SEE SCHEDULE I I I = =7`41 PANEL LENGTH I I 11 wo.. - , F I ON SHEP 3) I j�r' I ISLE SC14ENLE I DRSTIN& -4 -1 I - I . I I F I - ___ - ON SHEET 3) SEPARATION I -1 [ tll�� 1 -I I 6&11w_� GLASS 0 "4", 1 1 i TO CLASS. - �� I I --- - -1-1-1 ­_ � ----- -A _�,", - - -I(SEE SCHErILLE : I IT' I- e __­� --- � - _T -_ -1 �_­=__ __­� 0 ON SHM 3) 1 50% 1 - . 11 I , ,_ � � . � -_ - ,I- _1 "'�) I OF 11 I -7, . '. , _. e :z, 1� .1 ILI _7_7vrmin i I C-1) : MAX -� . :� `� �'T -, - - _v,­� I I MAX. - -1, - . - I I I � , ;"�:-" ",',.,-' � : I I 11 :�;�, ,�,,�,;,��_',;'�' e% � ,I C41 I - C .-,�,j'.e,, _ ,,- SPACER i S= , @ _,, , 10 ; , E-6 -�,.5.�`; - LENGTH OF 1 R 0 12 1/2" O'C� 1� `rl,`, __ - I I _ 1 , 't'e�", _'�� i W� I q- -, - 1/2' 4 11 ! I- .# _1 i I ','�,__ t T I , _in�� =--zz-__ � ! I I 0 1 I----- . I U. -�,.Iv_ ------- I 0 A-� CRIETE ANCHORS . CONCRETE ANCHORS CON , , - , I �zi� Z��,, -, _-�*�,i .�_ - SEE SCHEDULE ON ". � , ­1_1 _� -11* -1 1 EXISTING POURED , _��� ,�-',��,-,-, - � �*�,:: ,", (SEE SCF,EDULL Oti ,77,� . 4 ( 017 - :1 , . �', ,'r �,, �� e RONCROF �177� _,"'.,� _,�, I __ �,� __-, ,� 1� EDGE Of WALL OR SLAB n4eorati 10) �� �","f 9 THROUGH �_(�)2 1/8- LONG VM ALUMINUM � , , '' � , �',,_,-�,' , " C SHEETS 9 SHEETS Oi - , , EQUIRED -, " � � -11-1 .,�, - , � 11 , FOR __ " � - I SPACERS 0 I /e D.C. VALID . (ALT. CONDITION) ", �,'-','�,', ALL DESIGN L60ADS AND PANEL - ,�- " ' -ON1 VE POURED a __ I I , . � KA _gSHNG I . CONCRETE BLOCK EXI INC POURED CONCRETE I LENGTHS PER SHEET 3� CONCRETE ANCHOFE� � 1, " 5, "I", OR CONCAM KOCK ­111 CIESI - � . ,11 REQUIRED. � - `�_11 SCHEDULE ON ��,�� FtErmaw, 1* MAY, ONG ALUMINUM SPACERS 9 - __ Co. - ___ ",',,I - _1# , 4 k I S14E ., 12 1/2- 0 C. (SEE TABLE #I ON OS 9 THROUGH 10) 'i SHEETS 9 & IO) CEILING ANr2 FLOQR MQUNTING 2"� NTIN9 WALL MQU - _�� IRE NOUBT W9EAMU2AW* so" 3/8-1* SCALE 3/8.1, -111 I I I ,olffin .... T11110", I !i�14,�', pl!'��tl : .". ..". � ,4,g�, . \r, --'A z11 FLORIDA BUILDING CODE (Mon High Velocity Hurrievne Zone) ,* III E se . � -, o.44167 '. 1 - oLn., - 24 GAGE GALVANIZED STEEL STORM PANEL fl. ! * -. * '*9 I - DRAWN I W9L_M COMBINATION OF V.0_Q0_- � . - - 07/v/m74 � ' 0 ��'\ GLOBAL PROTECTION PRODUCTS. LLC. DATE: E.D. - EDGE DISTANCE �o -3,%. STATE O?�, , �� 11LIEC .., (SEE SCHEDULE ON TOP & BOTTOM MOUNIFIRGS CAN BE , _ I . - ;1� � Z .we ILAI 61 Smw . . " '"On'"No on WAY 0._���_ Qk�.�'- OWWL N. =14 __ AII. S14EETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY PHOME-, BSI)*Ni­-7&1& PAX, [95.) ,", 20-175 F.'FA*1 , .,� INSTALLATION. io�lq A. = "'I _1111fluval - -'A -- .1 - IAA owsm "OH011 c*-=$ !2 __�__IFIIA 'I"',_ .- - ___ .-I--.- 1::��� ES-" J. - ----.------ ,.,mz,.-v��-..---�l""--E�f------i-- I I INSIALLATION DETAILS FOR SERIES 2000 & JQQQ E-Z HANG STORM _EANfj_�D INJO EXISTING WOOD STRU!,-TUBES - 177,+-�� i), ,/4-. U,r scem., v oz..,, -4- - - _, r - I �, I 1 1,12" v", T"RIMED PENITRATION j . . 1 *1 L - I - , %i ITO m5"%G WOOD HEADER, I I - � el , = 3%.' WOOD �, � __11 Q .11 I :/e. LAC Xftvs - V. -D 5CREW1 0 V Oz "i , � . � I'VoUfFIED 4 il DID W/ - - r� , /2' MI, THREADED PEOVIAFTION � ,;��:!j / -_ � � I -, : I ,� Fun m m -"'A T/21 V.-. THREADED PENV� __ - � _Tc Fas'I's WOOD HDADF.� " � . i� , ? - - L . I IT CRISTRIC VWGOC WEAVE � I I! / -_��) C-I. #,,I,- S.MS, � ; ii I R. � � � � � ­� � . � � z I I � It I THU o, (1) � I I ,I 1/', , US L I S�� , � I , . - ---- 6 "_ At 7 � �i ) ---(�) CF­ 114.1' S..S� ,� IT � I - -- / i W-1-1 i I _r IT '111 " I . , - � I 0 'Act . - I_ - q) - I - 5 I,, )� - , -, � " � � � li _'12T 1:) , I I I = , I i 4 f _� 5? � I ,_ ,.Z'4 LAZ SCREWS 9 5' II.C. W/ I I flul, s1L5 t, _' i I , � - I . ,;� * m,,. ,NNEADE.- Pu,CrRMnIN . Sk END or ID I . . .4 % ,,, .0 !,� " - , I I, . I -_ -_ Il�=,T,`W`11*,=�_ 7� "'STY", Now pEALIER, 14 , _j I _. I , 1, r (SEE MAIL I/24 & . � .. mc�. 'Lffapitll �� __ � =f1z , L _��v=&- " I 1 7 ITHF-) __ " 11 J1 - - I.. T . � I T 11 i --,------+.y,.fi;.t�,, PC, FAITT F".1, SM S, I -i ,S&E DETAIL 4/2. . I _N91- 1?Lm"1w_1 I � , LIU :;- I OF V's, (D -0 CV 0 I "I� I I .- " I - I1 LA I 1-1.) I - 11 . i I a (Y�-,x 1 I I - 1 ggonv­ 1 j I ,I NEE MAIL A. & � - - . ! � ,,,, -A " - - t4w- T - OF, w__ - - - WOOD ",EAD,ni xEqLwO I L_a)� - r 11 i 1 zyll"0­20,5/4' I I - 2 9/16- Mw 05 .. . 1.1 L � 2�"a. w, I wAnk'"ON i�a% W,` I'll, - ­1 - - I - .11 " 1011!1* 5 N. � 1 ill - i - sr'PARATFON - I I , MASS, i� " , * � �� I " 110 ".. IF I , � � %/ ALII,e. ; 1� I 'I I 0 � I F - 1�01 ' To GLASS ,AHG HL4 I. rz, O.0 _ I� __ 2 7/5, m, .. EVERIr SAIMAA i 7�= ; � I " �, 9 - -,-- PLAP -, � , - TIEPARATIOFI­ � .� I - 111�_20wl_ - To CLk's 1 I/4'l­_aw41 " r - - rS _�l ! M *7 1, 1-1 5 1 , - W 1 1 2w . j I � - - -2 S/IC U,� __L , I FF SEPAQ1AM. - i ,l �, I I � I X.,=.N. I a § to CLASS / EVER, OVERLAP I PFF, .0C.Ap ; - --r, / i - I - - I I I i, I i i I I ! f 4 , I - --- -_ -, _____ - - I I I I 4 . . � f - - - I I "I t I I - I ! . �, I i I ! �w I.- - I I F,§ I i I I , i E �__ I I R - - -Ld � - ; d 1, P I j e , f 1 - I . .1 ! � " * . I - - ; � V - I j i _� i � I - � I 7 - 19' 1 � � ! f - i 19 ; __1___j__ - V, 11 I i � � ! I - I - - 'I I 3�.-.. 5 I (3,j com , I T� n VI 7/8'.3 32 9 1 . i i I 11,,� 2 r- I. �' ­ I I I 11 I _ 11 I- 2 F G - . I I I_ I i I I I �� I I ___ -L . - 0 III' ot I t.- T 4,-! - I - I I I k I , -� ! -1 ­ __ * ; 1 -A i J 1 " : S.'. - 8 . , I I j " i �n___ t, _ - ­11-1- . It PANILWAM FEMALE ID I - I I 11 2 ,4� - 041'. ELN't ,I, "5w/ - > - . I I I - - 81 ­ � " F,5 ��, D I I DKBI� ,,­ 1� .S. 7 .,, TE-RE 't - I I . I �' . I - I ;­ I - . ,-'.-2o,3/4' � , I ; . . t� ea,-wp - � 0 1; 1jr Do - , - - - , 11 I 11 , , I � � � . I LAE; 5CROAS a %, ot- W -E -I, I �11 - j 1-7.11, , 4161 1.11I'11A111!;=_ AA� Al --- AD.11 r, * i r , THREADED IE-M,4 0 m : i M5 � - =Tvwr - il ' ' �7_/"* " , 1 .042" LATE FIGURED 1 - , HUY � � ,I I PAT OR ON ,Dar I ". I � I x I" , ; "" or " " " "' , I I � ,-to PMEMATE P"m 1, El a, -1" -�) Y/8%3�5p.l 7- % ,, NOTE ,A ALI, � 0TV Fa �,(.- . - , 'ASI:W/ I V;; MY, PC.ETRATION . 1 � L \ I , muiffm I SERti lox .11, - V,I". il`44 SIREWS . 11;444, - IF.-I/I'1 LAC �CAEW-. 0 6- 'A %I ' w I I I - ,-,,,-A ASA I .,T,/C. ' I/V A4. Ylln"= ." , 'a; iW&AIS" " � � �-2' III— ,,,4 2-1. - AGAN"En . "I OR ON EDGE ALIERWIVE 2"W �5 � .- VF, W*w wow OTS OF PLATT rr LATE REOLFREP OR ON ME SCALE 1/4-­_ � � P�It moulACO fIAT , - .;� ff. - �, . I I � --- � - BUILD -OUT MQUNTItig SCAU 1/4'.1' , I " � ELQQR TO C I ING MOUNTING -, L Z= I - ". I ALTERNATIVE 4"W I ­ � INSTALLABON 1. &STAULATrIFM ARE ONLY VAUD FOR BUILDINGS WITH AS.D OESiOUN LOADS .1, - j SCALE '14-­,- 0- -,O +0 0, -75 3 P41 AND FMEL'S LENGTH UP TO 5�-10- E, , - - "HOOIN1411", � _. imi ptjA A lit, IRNATIVE VW I I 1 $ 11\ / 'E tle-l' 2 FOP. NEW AOClD, FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOOT,PA,i ef­_ . 1;� , , . 1-0 ......... . F.-E - I N.. z *11 SFFCffX DENSITY OF O.S5 OR EOUAL I X_ 1. , . " ,�! . 1W .-' \C,Eks % � � aq � �r aq � � aq � � �ufq � � �r aq � . 11 - � � �r Efq� , v ,I, � --- � I . - iF : �� � FLORIDA BUILDING CODE (High Velocity HU, con. Zone), i haw -I& z '. No 1 ,I = -_'(4V _.,mm - i zz , -, . = 11 I SET N tmE ar SIDI, Bkq Tk AT . 70 GAGE GALVANIZED STEEL STORM PANEL - � WELL - � .*B CNIIFN .. i , - z ___� ... I- L ! '2= " Emalo, 0�1 - . = . --------- - g�,.�? AT So � . " =voo" � F'a;-((�4*14 .L. %� -1; ` -1 - T ST44 -_ / _---------.--" GLOBAL PROTECT] - I low w ;Fm .j - - --- --- ON PRODUCTS, Lm 0/0�,�, 0 �� s�.,-,,- ___1 / � �,., �l SHVIT - *� :ADE R xQm_a&k t �', -;_ 11LIEZ01 IN C �, " '� �7, �,_, _�" . . ,, C, 0-41 11 �I. �� , /.,�� A� , ION 1Z A, 1 ON= � " _­ - ll� -Z - """', -nH6, f­ btl,-X"­�w 20-176 TOP & BOTTOM V11-­INGS Anas _,. -11H. - -.0 - �� (_" ; 4 U.1-2., ­01.)__t." 1 - WOW to SUIT Aw -STAU."I'a vcAuC 1/4* 9IMAING N.2 W�Tt , SYKITTER MIXAS Alt;1 S.'OWN FOR I,,, Ann �F SrAi'voh.ww/n,pt c"11 ... 1 2K_4 I - I " I `��;W., -.. 2i 11 ,_ 7�4---_--_-4 -_� . I MAXIMUM A4.9, DESIGN PRESS � .1 AND CQRRESPON01140 -_ 2/4 1/4. 3/4, 4/5, 5/5 & 6/5 MAXIMUM SINGLE PANEL (T) L&NM "O SCHEDULE ONLY FQR REGULAR SJORM _* IW/6, 2W/6, 3W/7 & 4W/7 3' MAX ANCHORS (SEE SCHEDULE ON Y MAX PANEU jNE&LOON INTO POURED COH9 ME SLQCK & WOOD (f) - I _­ SHEETS 9, 10 &II) , ___ ­ 1. - . -, ­ --,-.--- _ Em,.-M I ,�,A, - � I - I- MEN, -: .. -.---------- 1* p SINGLE EAKELS3 UNUMINIED - 0 0 �� 0 1 ALIQL211_11511mm um_wmt1mQm_a1_4L_u_" Qfi I � ____ I I 1 j D.M.I(D�0, Q4_I,T I__I_1 I__l__1_r__T­_T__!-f­­ I ,- I-7-7-r-r-7- _T__1, ­ I --I Vfi1H__TRA0n_, -0alk * DIBEQI_N[�* ­ I - . - - I � - I MAXIMUM PANEL LENGTH .L+. OR .L_11 (ft.) a MAXAOVA.&D. DW OCSO PROSWRE, RATING (p.Lf,) (� oi, -) CONCRETE & WOOD INStAULATIONS t ---,----,r-- ,+ L_ 2aO ,2'-O* 12,-O* . - go- fV-0- Ir-8, .____, Jao __tT__r__ - iG7__9_ -i �r_ - 35.0 Fo�,o, ""O" ­z_ D - - 1o'-T" __ __ ___9'__fi�__ 9'_I� _v'_4. ___!�__9�__ 5�4. ___��. _ Sao ,5�-O_- __S;-;�. __ - a--O- ----,- OaO­_ ­­o'��O- --I'- _ fi­j- ­#.-O�-- _ ___ 7'-?' --j;-��-- _ ,----,- -, . - §­IG* _87-T­ __________�._4_ 70,0 ?S4 iv, 0 __ - 7,-5, _F�;_ no- _-;ii,�7---­_,i-;�_- ­­--l- 'ILS - ;7-;�;-- ­.. ­­ w:T ---il-r- 6.-R- - ­. wzp - - mii- F"�--- - S--3- - ­j7�:­­T;T­ I -5�:'T':­ ,7_;�:_ ___!?0_O ";_� 50 - ___ I- I 19.5 -fl-i- I - - - MAXIMUM PANEL LENGTH AL4�. OR 'L-" (ft.) 1) __ ~A�_­­­_ MAJIWMAILO� 0 N PRESSURE RATING; (P�al (-I, -, -) CONCRETE & WOOD INSTAUATIONS t ---LT--F L_ I - no f4,-#* 01_0* - 2iO*____ __Ii7-_10- - ­Ff'-_;�'__ jag I I. -I. - ­_ ?0'-7' .- MO 10.-oo- i-v�_ �aa 9*-61 9*-2' ­'Zo, - 0�1* 8*-7' ____ - 5�'O _.___ - i�_, - .- i7�� - 6�5.0 ____ ___ 6o:I1 8,-r - __ ___ 8'-O' ___ --,-- 7,-81 7*_9" - _ ___ 7,-.5, -,- 65.0 ------ ic:i­ .,- 71-2. - j__Y�T_ ­_;7_�T_ Wo- ,_�__�F - ­S­,-0*__ ---- Wo­ - S&O "W-07-- _7__�__ 7-0. - _i7_;�__ - _T_F__ 0�3* __;-__F__ - *So 10WO­­ O� 1�_'. " 6,-J- 1;'-�j ,!T,:,- 5� G 1 S.-7- V-4' , ____L _�___ tiolo _OIL _ _ _:: _ _ �_�� - 115i__ . E�__ _ _ __ _j _ .._ 0_ __L_ , _Ii, MINIMUM SEPARATION TO CLASS SCHEDULE MMIM PANEL L=TH L - -, WIND SPEED 4 170 IY,P.h i WIND SPEED > 170 M-P-h I So) 'UWMSTRAINM I RESTRAINED UNRCVRANEO I -',ED . 30 OR LESS _ 1. >33 70 90 - I. AD TO 145 1 �145 To 168.4 1 I. I . 7 I/ii' I 7 1/2- I- 1. - I Uflilfluillld PALNFI I MCITH finli rEIR A aIVF'f4 UOUNTINd CONDITION TOP I DIRECT I I ,I', I I *U' I - --- I . I IS*mt, ST UO *r - Ir .... "Aw-OUT " 141mom MOUNT HEADER ' I HEAGEN I ARGUE TRACK W/SIGE CL09-AES Wl��* CEMURES - __ - - ,I DMIZECT MOUNT 46, 3 1 32, 1 w w Sol so, - - - 74�1 T; Xj'FMb ANOZE" ___ _-L'i- �6* 32' 32' 1 37' 47- - 38. ___�i_ - _K _;;;__ 3 TRACK 55"- 32. ­iT--r-�,- - -.,.,- ____ ---I ---. -- so. 0. -.- __ @ W��C ANGLE ___ 50* I - - __�!_ 32' - 1 . Sa. aL� -t E, :a -- -- I- IN, SIDE 112= I so- 1 .W- L:�zw�-I__ - :I =­:�:�717 7 -1 ---T-T- ---r I I I I -,I I , I @� Q-3) Or Q 41, 1 - � 1 1 1 1 � i, � I i I I � 1 1 1 1 ,i I � _ 1 1 1 j I I , " , 1 I I I , J, f I I I � ! I I I i I I ,q 1, t I 1 1 i i i I I ", -1, - , "I .1 , I " L ; � ,.I - - - 1.7i ... L � _1 - j �, -] -] -,!,-,,. - _­__ -.111-11. I - 11 - �, ----- - - � 1! - . ; f I - - I � T I -- I -1 -1 i 1 � - I- � - ­_ - - -I ­ - ' - ' I � j - - _1 - !__ j i . 1. 1- il r_ I I 1 1 1 1 1 � N -1 - .7 I I I 1 .4 ­ �1� _� i�' I' - I �,' 11" 1 ,%jj�A� I ! -- I � 1 1 I I ! i �- " , I - - � - I . ...... �, -, I � 1 UNBOLTED PANELS I � I ,� I ! ,i_ i ; �� - .OLFED PANELS W/ _20A ! . I I -11 I � i SS. M.S� BOLT W/ 4re Ek ��LAP � APPLICABLE) t I i I I I i (SEE SECTIONS AS APPLCABLE) I � ,(SEE SECTIONS AS � I I , � 1 I 1 1 � ! 1 1 j I � i i � I . 5 I � 1 1 1 1 d I i � I - , ! � , I 1 1 1 I_ L - A, A � I I I - � I . I I I I I I I : 1 -, 1 � - .1 . -, - r . I � � . i 1 I I 1 I -I, . I I I 1 1 1 I I I - I . I I I I i 1 !, ; - L I I � I I i � : 1 1 1 I i I I 1 1 1 ! I I � 1 1 I I i ! I I I i ! i .I 9 , � � i i I � I . 1 I , I ! 1 I ! i I I I I I I 1 . i ! i I i i 1 ! � , I I 1 . ! � . , I I I i � I i I 1 I i I I I I 1 t � 1 1 1 � i - !_ -1 1 t -I- 1 � I � �. , . J C t I - `IAII` I da , - -; 7 - _1 � I � It � w -1, D.M..(�), 40, _1__L4L! I - __ - I- la� _fg -L*i- g ,'- ,loe _'w',_..0 r Isa - I I Er I 41 I __ _ -1 - -1 - @.,@ - I. MIN 7 I /4, 3/4, 4/5, 5/5 -& 14ji I- MOL '. � i ­ '" � i 1* 2/4 1*11N/6, 2W/SI 3W/7 & 4W/7 ; - � - --ANCHORS (SEE SCHOGULS ON SHEETS S. IQ &11)� � ,.. __� REGULAR STQRM PANEL (f.) ELEM11ON , 2.681, N.T.S, /e m- GAP ; . I (MIN Om;&��,­_Wvz VALLEY" � L � I I 1-0 . 1 T'll , N.T.S� (1) L+; MAXI"UN ALLOWABLE PANEL LENGN FOR A GIVEN POSTIM AS.0- DES" LOAD. L­ MAYL ALLOWABLE PAM LENGTH FOR A GIVEN NEGATIVE ASLD. LEON LOAD. (2) PROCEDURES TO DETERMINE MkVMUW PANEL LCMUnt CAIEN A POSITIVE A.S.D. DE34N LOAD, DOCAAME MAXIMUM PANEL UMITH -L.* FROM SCHEDULE CA" A NCO ,AINIE �SD DESIGN LOAD, DETERMINE MAXIMUM PANEL LENCTS *L-' FROM SCHEEDUIX FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS COUAL TO THE MINIMUM DETMWED PANEL LENGTH 8EIWEEN 11' AND %�� (3l SEE SCHEDULE BELOW FOR NMR, PANEL UENOInt FOR POROSS'Y QUA14FICATION, ' ASTALLATIONS INTO WOOD ARE LIMITED TO I S5 iTILI, MAX A,$Z, DE$GN PRESSURE RATING "!� . ASEV � i, 10 a 11 FOR MM, A-5,I). DESION LOAM & MAX. PANEL LFF=HS FOR 1 , . 11 0- 44167 11� I .I&" TkIm Olt- 24 GAGE GALVANIZED STEEL STORM PANEL I "' * ,,� , = - - ! = , * .*- �� \ 1 07/27/2m ITATE OF !��_ -1 \ GLOBAL PROTECTION PRODUCTS. LLC.j 0.,L. "O", li�_*_ ­ ... I= S.W. 5, InEw �" . � ORION ,.svr�-��,,,,, TuUmfulimiFtwoomfixioucowzy I- __ , - ___. ,eile� - P, ­ WML rL =I 2 -175 llo',��; i ; 11 "I - ��rax -J,11, - Pon ­_ _; c.A, __ T."'N'o (.`.jMRT,I,w -,(-MAe-.l ____._ I-1--t MIi;i_ __ DAINNG ft - --- -_ - INSTALLATION DETAILS FOR REOYIAR-P � I I INTO WOOD �JRQQTURES I . ­11­­!11__­­ ­ __1 -I- ­1 ­ ­_-T .1 _ __ ___ " - _ I , �;­.� � ", 2.1 1 � I Lr� I - - Will: , __ I _ I , ­ � __!� �_ ! SEPARATION i --r I- I �_ , , �ii ­1 L �. 10 CLASS. -­ 11 I 111 ,� I - - --- , � ANCHORS .� . __VOO . !� ." � --- (SEE SCHEDULE -=, (SEE SCHEDULE ON I - il'.' � : r . �, - ­ , I 1 _03, 1/.��I' ,;/:, L ,,, � I, � SHCET I 1) . I i S Hout ONLYS I I- - NO , � . , ON SHEET 11 9 OL gad . �, - 1'� "w a ,/,-Og, ` � , ". , I - A, I _ ------- - I � - ­­,;t, � - - ­P-­_1 IM FDA FAND, � - 1i , I - 11 ­ - --- __ ___ ,- �� -, I I . I I I i I . � /-, -1 I LOCIN ul" Y-V) �­ : I J 1, '. , r ,,, - I 'L' Rep. I � , - . ; . . I I --- - __ � r rr I . _1 I I :,� - .1 - I . ,I- --- - ., _ ----,, PANEL LCMITTH I I - , J­ 4_2) 21-_� , , mEoLll li� L � WON ANCHORS . , WOOD - - - _ I I � . � I I I - I- I (SEE SCHEDULE REOWIRM - - -. a �� ! I . 1 1/4' SHEET JH OU � I , - I I _____ ON I LF ON I - - ,��_ I _1 r P I �j (SEE SO E �­­­ - - _vvl�� - I 'SHEEeIR le " 1) or I AD In ': � 'a AD)m 0 - � , I .I .S W90 I , r, I. --i - , q �� I - - �O - I ,-I I I - - , , r7 1 141) OF *L, I , I I - ncm, - ." I I I WOOD HEADER � I . � �� I I � MAX. � - - -, I REQUIRED I � , " . � I 1, � � . . �i . : i I . � � w, �, LL , 11 - __ - _�­ - :-:::::: , � , . � - i `� : - , I : I _j__T__ I I i . ED � . ". I , � -, - I __ "I " ( D ... 1, ­11 __ li ._.1_1­___j1__ 1_1 i 11 i , - - � � : i L_ i - 1 i � I I , � � , _@ I' MAX- LONG ALUMINUM SPACERS 0 12 112' I I L i I � � I �'� , I � . I D.C. (SEETWIT III ON SHEET 11.) I i I � � , _� � Non " FOR FOR M1, "I . � SEE BELOW LIMITATIONS I I - Sr i 11 Ic � � - LONG a I 'PARATION ,J) , , � I I Lo VAX, I "A"' : 1, I I � �i. /I amm t__ 10 LASS, I I ,� G ENO �� , - I PANEL P, PANE!. NOTH SOLIEDULF , I ! , I (SEE Emir i (Su SC.-HEDULE I ; ISEE � : SCI ,., I � ; � ! i I I ON SHEET 3) ON SHF 3) 1 - __ 1, 1. - I ON SHEET 3) 1 1 _FANEL MATE. FMALF TO OR PANEL MATE I � I ",*,�� � �: , I i PLUS (SEE SCHEDULE ON SHEET i I I I � � 11) I� 11 - S_ �.. I r . , I I mi,, : i �, : � AT LA ' 1 1 I I DUSTING I ; W=1_11) EXISTING_' '=' i 2'.4' WOOD - __ ' I [ - - -.1 I - - � - .1 I GLASS SCHEDULE, - ri PLATE RESUMES I— I" CLASS I i �_�_�11 I � I r(SEE SHEET �) I "-) DIRECT MO -W-9 I 1--_ t * I : I Tly - ,I, I . r __ I _ I _ - ; L 111 � �-�, I 1 1 1 4-5-4 SCALE 3/8.1, f , I I I I, 1, - I T SHEET I FOR MAX, PANEL I ENGTHS & i 1 5OX I 0 Ti 1/2- D.C. SEE fABLE j#1 ON I 11 I I to �� � ,I I MAX. A-S.0 DESIGN LOADS FOR THIS INSTALLATION, %;L, � . - � , 1 1 1 I- ,CS ­ t�­ ; I I 1 -, 1 . - - L�_j___" - ""_ 1�; # 11 I " 40 2 i/2- OC I � , 1, .,- a I I � n i- . � .. - 11 � 11, ­ Ni i I j T I I I ___________ ------ - _� '_ - � i I ; : I ['� T J I 1 *000 - I * * NM- � ­ ­44190=va I I 4- ANCHORS ,�-- 7 � ; I -A_..._j - .1_1 1-1 _---A- I , � STAGGERED W/ MO I , 1, I i - � I t I-, �_, , I I :� (SEESCHEOULE ON I Spwax EW kw K , ,lr LEND W, , - i i - , �, �t� , 4 , F I , I � SHEET I 1) I it) INSTAMMON IS LIVED 10 A ONE STOW VLMr=5'-Q' I I � : 1 � � 1 r--,---,----,-- I I . I ; � � *hQm ,,, , � MA . ..... H "" HE"N' _(�) 11 � CM Is A RESTRICT I , � I , � 2,F4* WOOD . I '_ e 1 � , I �' I , aLmumm mon, mow-kny &mTw ON 94M 1 1). : PLATEE REOUIRC6 .� , I � , I , - 1111IMS � ; � I, " SEPARAtION TO MASS INDICATED I 1 WOOD I . I , JA - =�A : '.� :" RE. Wl I " _I 0�1.4" WIRED 0 = = �,Pxmvll. T r1mur 4? OR i I i SYLO ON SOM 3 MAY BE flux= LATE PC ME% 1. � � � � SCHEDULE A., 1;;14 i 1'1__1_111_1� m= I , ­­ SIZAICHIENY � - L I SE wwg 4 ww a I (SEE ON i LOWS AS THE FoLLOmma am , Ol. ,- , � smw I 1) � OD.F.En wm I , I ONG, a A Rmmttm Innim ,2 '12, O'D zRAM, ". ON I I , � t (1) Altimumt Ase DEMM PRESSURE ! I SRM IS. � � � � , 1 I � � � : I , - - I I 1 Mimi is .m -az w. � (3) %" 24 Oka PANEL LOOM 15 UMIEV 70 60' AT ARV OFENW 1 I , , 1. I FIRM , - I (" IS A I' Unin ARGER PANEL U[NOMIS ALLOWED ON � - - - � � _ __­ _. CG Now" sTSFIA, P,NEx LENGTH IS � WALL MQUNTAN IRECT MOUNT ! SCHEDULE SHOT 11) I I 1 ,,L. i I 0 I ALIE (�) 1 1/2 LONG SPACER COMPICHM "A S"ME BE AS 'No"C"C' ON i WALL MOURMNG I (3) STORM, RINCL wesn'LLATKIN IS MY I SCALE I SHEET'2. INSTALLATION Or 1, 1/2' Low "'A"', CA ITS ONLY � �J/E-j- ALURNATIVE I I wo AN omw wow FRAME WALL , � WILIO no WIND awo 1. AND 3 AS DEFIERRED By ASTM � SCALE 3/8-1- j W '"SIALAADON VAUD ow� FOR W40 1 1 E-I"S STANDARD APO THE 2Wo Ete, Emm) or THE FLORIDA � : BUILDING, com i i ZONES I. 2 & S FIER ASTM E i � � nRMI-oS "01,000tifoo," II __1 " -----------.- --- -.-- I I 10:P,��::: - 11 -1�1^ `Vf. , * " I . I NOTES., s- -",\r,EN,y, '.!S?1� --"--- , NQV-EQ , a_.CPmwN61QN_QE_"=N3: I . INSTALLATION ARE ONLY VAUD FOR MM, A,S+D. I . . -, e ". - , :1 FLORIDA BUILDING CODE (Mon High ValocHy NO cone Zone)) DESIGN PRESSURE RATING (p.s,f) AND = 'I, No. 44167 * S WWI A.ISCO, IlK, 24 GAGE GALVANIZED STEEL STORM TJ` . - PANEL LENGTHS : . = PANEL W" 13'. _5 I TOP & BOTTOM MOUNIINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR I * : * E -_ - �� \ COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) 1 I% STATE OFL� .. , = - _z' 11LIECO... "' , - � GLOBAL PROTECTION PRODUCTS, LLC. DIM. , _��r____,� / . __ 4600 &.� 51 STREET __ �_ _ � _� fNSTALI-ATIOET i�. I " N"tM*o - 1 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,:�'�ORIO 1, , . 'O.A.". , Ao. ocr, DAIIK A_ 33III __ _ - =1 =w'-k `F 20-;75 I'll � i P/71 - .4-01. =p.0 ­­ .; "-wHIA. m. Equitlal-ErAIT TO SOUTHERN PINE No , i�lqo_ MEMBERS BE 2, W/ SPECInC I . ovolima mF, I DENSITY OF OAS OR EQUAL I'lefuji"i"ArimNATIAKE/mm I I I I kol _­11 . . ........ I ......... j MIMI � Tua L.v- �--1 ,LU.,m_ 4" I - ------- - = - IF or I. , -1 F, 210w-um - .__ _._._____________ _____ Iof" I= REDLkAR LIFE SNqaY & L-.1 RM STIORM 9" (C) LQ-. _1Ana40_tGw ... j�_=r&_Vmm .. .. G__-_Q,a_wI4_", I � STORM PANEL SHOWN CA THIS PRODUCT EVAILLUCHON DOCUMENT (P L.D,) HAS III VERIFIES FOR COMPLIANCE IN ACCORDANCE - 1/4"It TAPCON ANCHORS, AS MANUFACTURED By I T,W SUILOCII, INC WITH THE 2020 (7ti, EVITION) Or THE FLORIDA SURLOING CODE. THIS STORM PANEL SHALL NOT 13E INSTALLED AT HIGH - #14-IQ PANELMATE FEMALE IQ .AND PAKELMATS PLUS ANCHORS. AS MANUMTURED BY CLOD tONSTRUCTIDIN PRODUCTS VELOCITY HURRICANE ZONES 'MIAM-DADE / OFMARD COUNTIES), - 114-V LAG SCREWS PER NZS I MON WND LOADS, SFWU BE DETERMINED AS PER SECTION Me OF 7HE ADM MENTIONED CODE FOK A BASIC WIND - 7/11,"o � 5/8* WOW FUSSING. AS 015MBUM BY ALL POINT SCREW. SOL" III 1PECIALTY CO. SPEED AS REQUIRED BY THE JURISDICTION WHERE S70RM PANEL MILL BE INSTALLED. AND FOR 1, DIRECTIONAL M� FACTOR I KD-085, USING ASCE 7-16 AND SHALL 40 EYCEED THE MAXIMUM (ASL) DESIGN PRESSURE RATINGS INDICATED ON S14ECIS C 1) MINIMUM FiREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHAL-1 BE 1 1/2- AND ?_ FOP, ELCO PANELMATE PLUS 3. 9 THRU 12 & 17, 18 AND PARELMALE FEMALE 0 IN ORDER TO VERAY THE ABOVE CONDITION ULTIMATE DESIGN WIND LOADS DETERMINES PER A -SCE 7-16 SKILL BE FIRST REDUCED TO ASO DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0,6 IN ORDER TO COMPARE THEST W/ MAX (&SO) -2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOW FRAAWE UNIT SHALL BE 1 1/2- 140 TKREADED M4N PRESSURE RATINGS INDICATED ON s,4EETS a. 9 THRU 12 & 17. 18 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE SCOURED THREADED PENETRATION IN ORDER TO VERIFY THAT ANCHORS ON INA PED AS TESTED WERE NOT OVER STRESSED, A 33 INCREASE IN AUOWABL-1 STRCSS FOR M14D LOA,D5 WAS N= USED M THEIR ANA&YSTS. FASTENERS SPACING TO WOOD HAS BEEN DMMILAIED IN Q 3) MINIMUM EDGE INSTANCE Or LAC SeRM, INTO WOOD SHALL 13E AS tWOKCATED IN THIS DRAWING _, 'C' 'ROANCE WI H I'LLS. STORM PANEL's Ami)uAcw Fort IMPACT AND wiNnu RESISTANCE HAS BEEN vzmriED N ACCORDANCE WITH SECTION 1609A�2 OF CA) MINIMUM PONOPNNON OF WOW SUSHMC SHAL BE 5/e- T/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONC MINIMUM 94�; THE ABOVE MENTIONED CON AS PER AMORICAN TEST LAB Or SOUTH FLORIDA REPORTS #W4,01-01 AND #921902-OS, AS SHOULD STUCCO EXIST, AND 1� MINIMUM FOR WALLS WITH NO STUCCO CI-j PER SSM I 2-92, & ASTM E 1ED-02 STANDARDS, AND AMERICAN TESTING I AS SOUTH FLOFNQA REPORT 0 1 123-01 - I 0 AS PER C 5) IN CASE THAI PRECAST STOArt� OR PRECAST CONCRETE PANMS� MCM OR WOOL BOARDS BE FOUND (IN THE EXISTING C= 1AS-2201 AND TAS-203 FFROTDCOILS� AND AS PER CALCULATIONS PERFORMEET IN ACCORSAINGC W/ SCIDTION 16GA OF THIC WALL, ANCHORS SHALL SP_ LONG ENOUGH 10 REACH THE MAIN STPLICTURE BEHIND SUCH PANELS, " FOROA BUILDING CODE ANCHORAGE SHALL PC AS MENTIONED IN C 1), C 2) & C,A) 2 ALL ALUMINUM EXMS104S IQ EG Gob,i-ia ALLOY A,rG, itmortr imiass ommmsr Nrjirw� sEt SHEET 2 (0) ANCHORS S14ALL BE INSIALLED FOLLOWINK, ALI DIF CHE RECUmNUE"TIONS AND SPECIFTLATIONS OF THE ANCHOR'S MANUFACTURER , r.- 5 AIU AEMmINUM sHEV OAFTAL USED Al CLCF5tJRPS SHALL HAVE 3M­1114 ALLOY, 8 PANELS MAY ALSO Of IN57ALLFD 1GRIZONTAUY FOL.OWING INSTALLATION OPAILS SHOWN ON SECTION i THROUGH 6 (SHEETS 4 , 1q_ 4 ALL STEEL SHEET METAL PANELS SHALL HA%t �-FRUCTURAL OUALITY STEEL. ASTM A-653 GRAGE Do MINIMUM!, G-W CALVARIeED THROUGH 5) EXCEPT T44T HEADIERS9 &(D SSAU. NOT Ot USED, SIUL DESIr"116A W/FY- 221 " (AFTTIR RQLUD), S IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 'HE STRUCTURE WHERE SHUTTER IS TO BE 9 E: ALL SCREW ATTACHED IT) INSURE PROPER ANCHORAGE'. THIS SHUTTER SHALL ONLY BE ATTACHED I'D CONCRETE. BLOCK OR WOOD FRAME S TO RE STAINLESS STEEL -104 09 3H5 k6i 'SERIES OR CGRRWON RESISTANT COATF-D CARBON STEEL A': PER DIN BUILDINGS, 50018 W1 50 Vsi WELL; STRENGTH AND 90 kIH TENSILE STRENGTH AND SHALL COMPLV ill/ FLORIDA, DUELLING CODE SECTION -1 2-1 �� 3A 10 EACH REGULAR :STORM PANEL WITH LENGTHS OVER 90�. AS PER SECTIONS 1, 2, A,. 5, 6 AND ALTDRINATTIV`CSs IW, - III 4W ON SHEETS 4. 5, 6 A, 7 RESPECTIVELY, SHALL HAVE A LEGIBLE AND READILY VISIBLE MA,WWG INSTRUCTING OWNER GAI TENANT TO E, SOLTS TO BE ASTM A-307 GALVANIZED SIZE,. OR AM 3C� SERIES STA1110�55 ST-_L. WITH 56 loV MINIMUM YIELD STWW,TH SECURE PANIE�q Wff� APPLICABLE REINMRCEMENT DURING PERIODS OF HURRICANE WARNING 7 , ANCHORS 70 WALL SHALL BE AS POLIOWS I I THE tNSTALAATIQN CONTR,LCTCR IS TO 5EAJ/CAUIK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IS CONTINUOUS CONTACT WIj < THE BUILDING FD PREVENT WINDIFLUN AIRUSJON (A) TQ_rwm"r_ftr&1a_Qw1mm - 1/4'# TAPCON ANCHORS AS MA�"ACTLIRED BY ITLW. BVILDEX, ING DIIA r­ZI92 p­,) i2 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLU" ANY BUILDING AND ZOMNG RECULAHONS - I /4' IF x Fla' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC 1ROODED PIT Tilt JURISDi"NON WHERE PERMIT IS APPUZO TO. f,% - k/4*0 , 3/4' SOLID-SE7 ANCHI:RS. AS 015TRIBUTEI) BY ALI POINT SCREW. WLT & SPECIALTY CO ORMA IMIL. f,­!KWO P...i.) 15 I.) THTS PRODUICT EVAL"ATION DOCUMENT (P,ED) PREPARED BY THIS ENGINEER I-S GENCIFIC AMC DOE.',' NF TIN I , #14-10 PANELMATE FEMALE 0 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUC11ON PRODUCT& FOR A SITE SPECIFIC PRWECT� , v. WHERE THE SITE CONDITIONS MIATE FROM THE P C 0 : 1 1/4-0 ZAMAC "LIN ANCHORS, AS VMIJFAMRED BY DEWALT, AC (h) CONTRACTOR TO M RESPONSIBLE FOR THE SELECTION, PURCHASE MO INVALLAIVON INCLUDING UFC7.T"YN', PROD < i , BASEL' ON T.tS PEb. PROVIDED Hf/SHE DOES N07 OFIME FROM THE CONOT13ONS DITMLZD ON tra- DOCUMENT A 1) MINIMUM EMBEDMENT 13F FALPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4', 2- FOR ELCO PANELUATE AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY 1 3/4' FOR ZALAAC NXILIN ANCHORS, (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF WL:flCD > A.2) CALK -A & SOUD-30 AI SHALL HE EMW_U0FO 7/0' INTO THE POURED CONCRETE, NO EMBEDMENT INTO I STUCCO SHALL st PMMITTED� Ile 4-;!o SCREWS USES SHALL BE I 112" LONG MINIMUM smovw STUCCO EOSI. (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED 13Y A FLORIDA REGISTERED ENGINEER OR AFICHITECT WHICH VAUL, BEIGIVE THE AND i" AHAwVv FOR WALLS '*TO No MOM AND Mo BE TIMES SCREWIS OR ALL THREADED $CREWS AID HEAD, ENGINEER OF RECORD (EO�q) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE I OUT WITH WINMUT$ PROPER USE OF THE P t,D "CiNEEP OF RECORD, ACTING AS A DELEGATED "� AM to THE P E 0 ENGINEER, SHALL SLARMTT TO THIS LATTER THE SITE SPECIFIC OPAININGS FOR RVAEW, A, 3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL 013 FLOOR, ANCOM SHALL Or tONG ENQUOIl TO REACH T14C MAIN STRUCTURE SCHAD SUCH PANELS (F) THIS P'ELO� SHALL BEAR IPF: QAT7, AND ORIGINAL SM AND SIGNATURE OF THE PRCFCSSKLMAI. I ANCHORAGE SHAIJ_ BE -45 MENTIONED IN A 1) AND IN A,2) ENGINEER OF RECORD THAT PREPARED IT I ke) 'ID-19MING.-OhIERLI-�_i�Av 14. SHUTTER MANUFACTURER'S LABEL SIFIALL BE LOCATED ON A READILY VS9LE LOCATION AT STORA4 -atm-L-W - 1/4" : IAPCON ANCHORS AS MANUFA,01URED BY , T W RUILOFX. INC, PANEL SHUMER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING COLD- ONE LABEL SRALL BE P ED FOR EVERY OPENTAIC LA8WNP -10 COMPLY WITH SECTION t7099.3 12T THE _ 1 ORS, AS -TURIEL BY SEWALL INC "LAC /4' x 7/8. GALX-M AW_'+ MANUFAC FLORIDA LDING CODE BUTr - 1/4-0 K J/4. SOLO -SO FINCHO-Fe. AS OISTIM - D Bir ALL POINT SCREW, SOLT & SPECIALI CO � , IIIIINS, - #I. 10 FIANELMATE FEMALE To AND PMELMATE PLUS ANCHORS, AS MANUFACTURED By ELCG CON-"RIXTKIN P�%Yfio I : 4 IANVuFACTuREO INC I A. TQ1, 15 - / 1 0 ZAMAC NAILAI ANCHORS, AS S`v DEWALI. 00�1 I �. I 1� .......... S. 1) MINtML;m EMBEDMENT OF TARCON AWtJM� ELEO PANELMATES AND 7AMvLC NA;LIN ANCHOR. INTO THE , I t . CEN .*,.. 5P I ,L), "' _' �� FLORIDA BUILDING CODE (Nori High Velocity HUT Zone) BLOCK UNIT SHALL BE 1 I/e .. .... - cone . _ ._ oL_ `HC - 92) CALA-IN & SOLO -SET ANfROP5 $KAU BE EMBEDDED 7/8' INTO '-HE CONCRETE BLOCR UNIT NO EftDRENt . = 2A GAGE GALVANIZED STEEL STORM PANEL `l"A'I" W. 1 _ I * STUCCO SHALL SC PIERMITTTEID� I/C ­20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD t-KTCJ,Q EXIST, _ _ ,_01��� 3k _:. _ ' \ TS, LLC. "11"Ne"' _ AND I' MINIMUM FOR WALLS term NO STUCCO, S `� - - GLOW PROTECTION PRODUC pUr - . .' ' STATE F - 7 - / 11LIECOm, \ � ,% � , It" _, -,E-- AttNI S1. 11 vow 8-1) IN CASE THAI PRECAST STONE. � PRITAst CONCRETE PANE Zu=0 OR 50A40S ez top"w, . �. . EST UA ZORI . \ , 14LIT TEIVAQ & E"HURIM COMPANY vffi��_ I - � 81 40 / ".1l,­ - A, _'. - - I Mt. '", " � 20-175 i. ,g \, E MAIN STRUO'iOLORCE' . " _" - -, - Plel __­ �, (9_)M�13w Irm GmARao-O., EXISTING WALL ANICNOPS $HALL BE LONG ENOUGH TO REACH BEHIND SUCH .r , ". .NAI� 1-,, * , I S S ,�, _,�,= ��O .- . __ I �F li.__ Ill,- . ANCHICRALC SHFAU BE AS MENTIONED IN 8_�) AND IN B-2) Hn SLAI/sApooloot/oFFE R .., Ill- _ '1A,,,,7,,;,1,1 1 CA-Door'll I. - _�� ff' 11 I _,il? ] S --- � _____ -1--39at I I I INSTALLATION 12ETAILS FOR REGULAR E�ANEL DI t i I I INTO POURED CONCRETE OR CONCeRETE BLOCK STRUf,TURES I I— 9v6Q%POUREO CONCRETE RM FILM - _RSINNG POURIED CONCRETE CONCRETE BLOCK � �� "I " qm-AFF, / - REOUIRED� p ,�,I, , , NERVE ANGNOFES, _ �,-, I GO "� , ,� CONCRETE ANCHORS _ ,,�ft: sc. ON " - �, I I$" ­­ �� SHEETS I 111RO,ZH ILI - ­1 4) (SEE �� �� . 9 THROGUGH "I) ��,,',, �" 11 ' 20 EXISTING POURED C014CRETE OR � _. ` _.!_ , - __ ", I _T � CONCRETE BLOCK , REQUIRED, l/^_`hMI' , (4-) HIAC, mn r'' � � T . 1/4' ,,,, � 1, 1/2, i1/4' - � .- ;.w I 4, a I/e ILC : MAN-_ I- __ .- - I I �,��**.... MM'� - � - � ­­ " � I CONCRETE ANCHORS 4:1, - 11 I -- t I � -1 � -��, - , DJ:C ,��_ �� �� ��e :, � E �. - I (SEE SCHEDULE ON, ,, � ,, - - �,�,` SHEETS 9 THROUGH 10) . . . . . . . . I I I , , A .." I ,,., . ,,,. . ��,... � . I -1 i i �, I �­­_­ I , , , , " , , , , - , "' , p - I Iff �­ 11 � , 1 11 �,, � . 11 1, �:. l I I EQ1 ; ., _ . J_ ft I I I I L-1 - : oil I 1 ­1 1, ` : q) .., � -, I [ 1c, I : I 1 I L _­ ­__ A___ - I_ j 'lei,_,vAl. - - - `F __ - - I a IL � - F __ �� I I Im" : -- ­, - - - - ';.,L. I I I � E I � I T­ I r mxn lIa W, F_'___ - I I S, 'AtKA, - I I f � I F - __ !U�G�I �� ! ( ==-In 1' M.A F Isa SCHEDULE �", _� 4 SEPARATION -1 ED GLASSL ( SEE SCHEDULE ��` IF ,� - I -AT - A ", I I D" - m. � ! I "o'" DAR "I i � -9 ; ! 1; ON SHEET 3) � 'I I PANEL LENGTH t"I ON SHEET 3) ,� � q I I � (SEE SCHEDULE I 0 ,�_ ; jMir. SEPARAT04 I 'L" U M... i : ON SHEET 3) - L. 1, � ;1 I . pA;L, TO CLASS I II PANEL .1" I I -1 iset: I I L LENGTH t SCHE06LE - I 4 (SEE SCHEDULE C04CRLTL ANCHORS ­_ _ - -, __ I (SCESCREGO LE ON t �� , - __ ­ I � - It � 11 I (SEE ON SCHEDULE I ON SHCET 3) 1 4 04 SHEET 3) L � SHEET, 3) - � _ k__ -1 : : - -_ SHEETS 9 THROUGH 1611 I [1 I -. I �'v 5DX 4 i , I ,A- - - I— I f ! I " , , " I OF 'L ,%,-"t,�,',!�':,,1,,A .,. �,�,,,,�,,-'i =4 , : cl) I CKESSNq', ILL", I I , I. - , I im. � ,:,% ,.-2w,. �,'�, ,�, �,,,' ,V',.',r;�� I A LD ,� __ ,(", 4 _ __ I , � �, ;R 1100% ." A,e HEAD , I ,_ A, , 11 I � ' , 0 114� ILC , I �� , I I " , K , �11' � ,I --f- _1,',,,�,,,':1��-� 'e, 7-7 77777v ­ '1�1/ I 11 _t - _,_,��; "I" � I sax OF 1L7 : MILK I ; I r I . " � I � t- J) , � � �,�, I � ' "I, _, I �' �- I, "'; � , ­ I ,", I 11 � j " E �­_ � � , I I � � _1 I , I ,� �*,"�',,�,, ,��.� CD, ��'�', '. I i 11 I _� � � 1 I" , � ,", � . . I -,, i I I I 1. ---------,L-- ", , , I � 11 t '.' , � L . � � I .-I., , 11 � ': *** DMN4 P"w. I : � . v � I , " '� ,�,� -j- I �& , ,,�,�;� - 1 , � ., 11 ;,- , , I COKFIESE OR - � .... � I , a ,2 I Ir G-C ] I_. � I AS APPLICABLE) ­ .. � eukw TO, SCREW m I 6§--- - I � t � W.11 NEA AF!N1A, HEAD - I . - I � 1/*`-I�;. Ss. H,L R/ Mo CONCRCINE BLOCK - . I I I - I f , �', �_ il l CONCRETE ANCHORS_ � ­�, I I (SEE SCHEDULE ON ,`��, � - - __ 5 I , ,� f -.-. I -Fq­7!Q_ 't 0 q I lix� 1 11, . � --- - SHEETS 9 THROUGH 10) - �� "? - ,,, ." - I mi, - ATERNATE .., I W/ (D ONLY WHEN SOLID `� _ ;1- ------ , I I'll � " LEG LOCATION f I I I , :� , , � .. -1 k14 !) SET & CALK -IN ANCHORS ARE EXISTING POURED CONCRETE - USED & W/ 4U W14EN OR 0 RM BLOCK ONG ALTERNATE CONCRETE, _VISINNG ROUSED, CONCRETE - CONCRETE ANCHORS PAN LMATES ANCHORS ARE EUSED REQUIRED. ANCHORS OR CONCRETE RED" REQUIRED. STAGGERED W/ STUD (SEE SCHEDULE ON (S.E SCHEDULE ON SHEETS 9 THROUGH to) SHEETS 0 THROUGH IS) 911 - - - Hiltm =0tjLjj WALL-IMN1ING 1�� - WALL MO i 3/9-1, SCALE 3/8-1* $CALE 3/Elli* I$ME I .­ "'HO." t I A 0, ',­' I "" . .. C i .. - _S� ___ __ FLORIDA BUILDING CODE (Non High Woolly Hu - Core Zone) I I I Nor-IDASAft E.D. -( EDGE DISTANCE SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEM 9 & 10) COMBINED M ANY WAY TO SUfT ANY I z �, �, ." z o.417 = = , , - - , - = * . .1 * _2 '. STATE '_ ' .S�._ 1. W .. 7 " �_ -- -*-- "10AIDIA .. ----- - ­ ,,, - ITLTIED, FIM 24 CAGE GALVANIZED STEEL STORM PANEL / I I L I E C 0 i m c I\ GLOBAL PROTECTION PRODUCM LLC. - - �m. rrr.- aw -*. III !VIRDET -IIIINHA... DwIr, HL SX". 11 DI'Amth In. . 07/vIzan, TATE. 20-175 INSTALLATION. I I".. � - �""­ ,How-. oK,qw_,S,cL I- W.Rol,'57v - --! - I 1­1 - I - Delete; `kF 1 Nor TURE"ok't C.-.000012 - I I -111. M2921 ,4.m,_ I . "I I I 1, , .- I OF in ____., . F------ - I _____ INSTALLATION DETAILS FOR REGULAR PANEL J-) INTO WOQD I ­ ��­,.,� �­ - � -; � � � 1� I , ,: ALTERNATE LEG -W =)xS=D I . I � I . I �7 t --- - � ­ 10CATIO14 I . , ! SEW UO'li- - �- I- � I 1 - - --- - 1. - - ; - �11 , . ADEQUACY OF EXISTING WOOD ,� '. . I I I : . ,! - _-, , I - I I SEAMI TO BE- CERTIFIED BY -YE" -17- ED -.' - : - 1, - � I RE015TERED ENGINEER OR ` ' - - - - "I .1 - f_& . I ARCHITECT PRIOR TO SHUTTER .L ,' I � - - t, � , � INSTALLATION. , I .. - ;, , I - , z __)I� ANCHORS ALTERNATE WOOD ANCKOF�� ­1­ � ,;� . -� " " - I/,-.,- HGA ws'" NEK, I . � . (SEE SCHEDULE ON (SEE SCHFDU- ON . I � f �' -1 - Fo- -11 - X = , I )� I I � , SHEET 1 1) SHEET I 1) I ,� I 1�uzizzuz� L I , - i"/.= W/ - I - �_, I,- I'- _� . t, I/2- ec, , _1 I - LD 4,tr,ot�, , I Ile - -_ I -_ - -I REQUIRED -_ - " -_ " 1 I - "ISE I I , - Ile-2oFt. SIXTS � I " � - , =_9 i * i " I' , I .4'. - t/4* oc� �2� � _ __ �� � I- 1, I WOOD ANCHORS 1 -7 , 1� ; I , I 14 v � (SEE SCHEDULE , � I i 6 1 - , � i � � SHEET III " I � . I I � # MIT, 1 . C, ,� I - , _$t � TC t : [ - ( SEfARAPON �, ,-1) � -1 GLASS(SEK � i � I � I SCH13YULI � I/4'A`_m-I* 1 i I ON SHEET 3) � at sk's w2a M4,, SEPARATION TO OEM. i I � I I __ VA.- _V I I . A � OVDLW � (Aft SCHEDULE ON SHEET 3) 1 : I 1'11�A , %. 11 . .. , , (I "All, �� I um. MEN 7- I PANEL LrNvNI I - - k , . -1 - (SEE SCHEDULE I , I I 'L, MAX, 4- .,------I--- - I wa . - � I - - - - ___ -t PANEL LENGTH ; i6oiw 1) I OAR -in ON SHED, I , I , - - I 11 ; (SEE SCHEDULE I � I � - - 77 - _1 I - ON SHEET 3) ,N� 1_1 . -1 I - - - _� , ,,, F - I - 9 I �,� I- I I -, -1 I ! [_ 01 �1 � - --- ��:��­ - ­ - "'i ___ __ I -1 S" I I I , I I 1 r I , OF 't" I = I �, <D MAX i , i t ..-CA, ,xMu,r I ,I .1 I I C i , !�i)__ � I , - � I I 9 � I I I 2 1/2- O.C, _­1 - __ - - - � I , 7. - I __ v I 11 I I 0 1 ED _- I "', . /� I I- ,/.-_,xLl,- I 7 - -1 - . A ED I � I "W HEAD 80I �im �, � i I 1. I .- ­ I : o 6 '/'- ox ­q', � -1 . - __ - - - . � .'- , - - � t.;C_ � , I , 7 I,, � E� I ,L I I � 1- - I ­­ - I - " __ __ � - , I I c � I � 1 7 - - __­ ­ -W WOOD 2'.4* WOOD PLATE 11, I . I Z I I , -� � ; , : WOOD ANCHORS � I _'�",_� - __ � � _­ i__ - - - - - - OI�Cx RCOUIRM REQUIRED I ­_1 - - � � APOO ANCHORS __ � : ! ON � - - ­­ _ - � (SEE SCHEDULE �, � ------- . ....... � , 1 � � I � EE � ON 3/4' - - ___ 1 s3im 1 1) IS SCHOULE , _ � - SHEET 11) I - ­_­1 - - __ I—— -­ i , � I � 11 � I I I I : �� ,� , . _­- , - - � ­ - 2' MIn­-- - , :1 - - ,-- ",!�­ _ __ - t � _' j I I UIUNG AND ELQQ&-MQVXnNrk BUILD -OUT MOUNnNG I ALTERMAINE AW ALURNAIM SCALE 3/3-1" "OnNiNt" SCALE 3/8-1- � A, `6'E­­-.. ..,1. . \ .*. - i's NOTES: �� : :, I.. NQU FQR COMIJINATION DE_jEi;�_�Fz . 0. 44167 . = FLORIDA BUILDING CODE �Non High Velocity Hur cone Zone) I INSTALLATION ARE ONLY VALID FOR MAX. kS.D = . - . z I �*z -2= �= - 1.11 TOP & BOTTOM MOUNTINGS CAN BE ' DESIGN PRESSURE RATING (P.e.t) AND PANEL LENGTHS z -U, 24 GAGE GALVANIZED STEEL STORM PANEL � .. STATE olNel or. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 ...-' I � -- ", . - INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTON7 WOOD , , 10 . ­ - / "' ,_ 11LIECOm-'\ GLOBAL PROTECTIO . MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC � �_ N PRODUCTS, LLC. 0'r, DENSITY OF 046 OR EQUAE� 5'/UIVAL V- z ­ -_ ow s., 5' sTROFF ,,,,, Titur Tv;YAo * Communitto COLANANY HHHortil, ... A. AAMIL FL 33l'. , �P - ,Wt, 2. . ==".1-1-11. PHONE- m-NIN-15AII. I- I'mr)WIS-151.7 20-175 1 - - I- OFWMAD lk" -14,4 - __ As. FRAVSKINATuff'DAIS _aomlv I', - ria,10-- Asmomm- WALFIER A, ruff k�� __ - .A--" != �018 FLORIDI ­ 0 A.167 � . �1- I I � I _6IIIIIJ (1) (1) = cn -Fo (3) ` -0 > C- 0 I L_ L_ _0 a) CL C 0 (:L) CL 0 L_ = m -0 0- - - -6-i a) (1) 0) L) -.-- U) - = =3 m -m , Fn L � i (1) -0 0 70 -0 C= 0 0 _= (D 0 ZD-- = 0 �1: = 0 LL Cu 0 - "....... M 1w (_j > I Cn _0 E a) 2 CL Cn ,2 CU 0- = !E Co -.I..- C3, = . -=:= III- -0 . - Cn < as I :w L" =.= C= . ti.g = � 112F 1-1 �z 7 -= a! >< ;; = 0- Z. C= - , -- ,,, . 2; -% x - " zv w W_ 3: -5 - = ., - _= W �. r = = W 5 -.5 ..:x = W.- ' I I - r - � - - �4 ;� t , -;; t2 3: 3: m , � W .0 =, .T w (" r .. - ,.;. = 9= .t= - 4 =-- = :T In =_ = E. M 0 E'� u - 0 z mi U) " (1) (D C: Cu 0 L. " =3 w m < m M < __j 0- -0-0 (1) (1) _9__ m > 0 L_ CDL 0- < -41-0 0 =3 _0 0 L_ 0- (1) Cl) m m SHEET NO. SH 1.3 A - - -- OR INSTALLAIUO—gMED CONCRETL CONCRETE BLOCK OR WOOD STRUCTURES- VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL Tj SYUJM� I . - -11 �­ - -1 6 , ,,� C�kl IL ­1 I " �� L- -­� �� �4 9 -14M �.�,N pi,� I �,�� I ,(R Or,, � =1m0=11 2'. e �,!�, 9 ,� I , Z'14* WOOD FRIME , .043, 3105 H �"11� - T-1 04 & ft'"EIT 8063-Ta 914y tw, ALUM. � o, . I I , , ANOLE VOk 1/4'. � t 3/4' , " 1 12.1 - 1, ,.,I � IAPCON 0 12' GIC, ..�� ), 1) �­­, ,,, I ­, " -I! M,41. - 121 � PUURM CQWORVE� Comm -, , " . 'ir 1, -I W,100 FRMIS � - v+*0 . I � . , I ��- aFOCK OR 2'�4 i� � -1, 2 1 /;jr, -1 I - I— REOVWO , , 3MMME111,6w - I /' 4- ANKCHOR 0 1 - I I I I - "' - ! ;V*.e wow vgwt ­Iz, ORI ,I. m`­ - AWEL IN, /--N - -:7­) �� NvQImNO 11 , I ,-, ,�J` ­. - I I . �1111 I >�/,/,- QN, ,-�, I" - " , ja � ­ � i�� , 4",im I ­ I- N--/ T' A) -� I,, ,,� - 11-4 I i L/11-i� ,-;,,� /' \Ow �-- " - 7 i � I,, ,;a,.,: "" -, `4 , WR I 11 k � L&Vvowr mr LmwN ki - 2* � V , ` I ­ , 1.,�,'� 0 12- OO T Kvifs . I x 11 - ,, I 1� 2 xv., V ,,­ ( I I \----/�, '-3'��, - - I �,' I -1. , � 5r a- So L 01I � < �­ � 11 �, J;,?" &, - - I vj� I 11 1146-H164 PM4*0 to"CREIL CONOwTv - 1 2' , I 7"f4IIlcMW - Il�" -- BLOCK to 2'.4, NCO "W.a : 0 - g��, I - , �T- I 'T ,I, .x �,,,. . I I REWINO , - I 2 1/2 - J) /I � , 2- -: 4 I �J,p * I - / - I A v " ,, w, ­` -1 -- i - - \ \-/ , Ell., f1m - --- . I � 1,41 . v .4111 �/.,"2!,!041, , 31vit-W. OR em-n A,Lol I W104~ C� m� mmx I CASE B (PLAN) CASE-D-kPJAW SCALE 1/4'-I' SCALE Ip'-.1- SCALE 1/4'.1' SCALE t/4'-I' I - ­­ II-- -1 ­ -su OF CAX�m ­ swo I 11 k I - m Tow AT 'AN.To7z, ---, 11 11 'Z��, - POU"Ka OORQWI� - --w � PISIN I 1 �Sx , ��S) 4 0 44 OR 04 2%4* WOW ' SOM OF OPENING "I = 0. � 0404, p - I " � �, - X'mZm - -�# � -AN"s - " 04 & 0 FRAhk AMOREP � AS APAUG`MX � lo'k it; No 21F'� cZ4`N` - � - OVERLAP 8 V, - I .. 1, � OPENING WID 11 ACQUIRED i Ci-1, --- -= , � 1, RIDUKID I 11 il� , i -�, 1, 11 I I �; I ,31., MR. I "I' I I I , I I I �'. 11 / I � - , "I"", � I-; �i� 1­7­- . . . . . . . �, ��, � ,11� .... ,��, I �' ,,,, - I ���� - , 11, � I I � A -, #----(2),(t "RO8 \� , I , �J,I -1 f I Aw xmm FRONT * � VARI # - I - Rm moalm To ��-'/ ,­- " � 1V I 111 WILL (NEVER WT m PAK-0 I I i X - BLO OSTANC-E7 -11;k,-1---­ � . I -11 711, ­* IF-0`1 � I ': ,, \ 1 --, I IT, I I I I I ; I 11 - \ ,,'- , t , , ,-- - - - - -­&� 7'=-­�_j , 11 -\ / I. lc`$ "'wW1110"', \,­-11" /I , �­7 ,,I�IiIIR A Tltil'!" � , \ =...x I" SCALE 1/41-11 , �L;;� ­.1;­. 19II14, '01 III004F 11 . - .. .. " IWAUD \�----/ \-,/ III0 0 ,� - FOR CRAJECI UOUNT INSTALLATION ONLY & vkCENs I .,It, i .. �p � , � �� JQI�t7l' � CLITTIPTED PANCIL INSIAL.LATION AT WALLS, All � " . *. , I SURFACE LEI -EL VARIAPONS WITHIN 3,14- z I, NO 44167 z � , I A, � = = ; * .*2 FLORI A BUILDING CODE (No- High Velocity No one Zone) . � � *~­­ ----- PASEJ (PLAN) " %, � .2020,11,1CCk W, IA ,Q� E (PLAN) F I : 24 GAGE OALVANIZED STEEL STORM PANEL mom ft - iSCALE It4'-I' SCALE 1/4--1 ��­ -�----------� I - ­ /­;T,�j -.L I f I r rr \ *TS Uc. 41/rdOw I . C ID UN,, \ GLOBAL, PROTECTION PRODUIC I DANI'l � - I 11, I ----Ew�� 4100 SA 51 SIMIXT - olzo> R a". k 1-111104)..wl 20-175 f - .11V. (1ANW-7so, rw I , ".� .f ;�;�Iun� ,A-0067II - . U10100 WVOaR , imW 4,�. PX 4 . - van a OF It I-- , ! ­0 t��:�:� � �� ------&-- (VALID ONLY FOR PANEL 01thISTALLAnONS AS PER ALTERNATIVES IW THRU 4W, ON SHMS a & 7) MAX. &SA), DES" -RESSvRE RATING --- . -1-1-1 ---- I --- MAXIMUM ANCOCAS SPACING FOR EDL - AS SHOWN ON SHEETS 6 & 1 APPLICABLE TO --- ,)a SL amnTfi v TAPCON I - SCREW PANELMAI PANELMATE W= Bus CUM (P­f) I FEMALE 10 PLUS Or THEN (111) 13' ---- i 4K- - ir IN (TOP) -- -­ 1 _j I 3 ----2-3L---- ­--I�!-- ,3- Is, IBMTW - fi 1/2, ­ --- - - -"--- a. -- a 1/2' ­ - ------ ­­- 5 1/2, ­­­­--- 6 I/C T-�:,-­-,- - � 6 I/r Q 1/��- - w - � -��­ - ­ 'IW a 1/2, 2w (w) ­­61-pC�­ 7w Isom-) , ­­ - " 11w; ------ ,I-,, OR Lm ­ ­­i; --­-­­­­i-­:�- � ,- --­----� 1 ------ -- - - -�, ii tadnoV MI ---��­ ­2­ 14 , ­:1 --au- - I 13' -­-1Ti;-1 ----- - --iy---- - wyc�) +46, -45 ­­­11-1-- '. ­­ li��-T---,--;��--------i��l------.-I;i��--�w-�Wi 1 3 - I* OR LESS ---L3:-,-- -­-�Ali­ --La�- - - 13, - -------i-1/e---iw­--- 4i; ­: IT-­­-­-- - - m1p) fi` I� (somm) I . W. - - - ­--j�i- 6 1/2- �--i3, s F/7- - -6 -Tli�­ -a Tii�­ ----�-I-I'F­ 2W fTOP) ­­­ I--.-.--- 1 ---I- 6 1/4. --- 1 ­­­ - / - .5,-e ­- 4 -,p2 - --- - I—- ­­ � -- 6 I/r --- ­7F-T i I ­­�tPm-l. ­= go"I' --__ !'___ Io 14'-4- 4 I/?- I 4 /e r 7' - 1 n (wriomi -F-3— r. , le --- ---- IV 17� ­­- Ir -- T2, --- — � 4W (TOP) --- I IT -- IF—' ­ --­Ti� " 13 , I- a 1/1' ---IV wrom) --.,-i MkX. AS,D, --- -1 I ­­ MMMUM ANCHORS VAC*G FOR E�D. - AS SHOWN ON SHIESTS 6 & 7 ----- 1-11---, 11PPI4GADVE "Imum DESIGN PRESSURE - XM;l I 1-1 - I --- 11 11 I ----------- WIN (P-0,) IAPCON IAG SCSEW PANELMATF PENALL to PANELMATE PLUS WOOD RUSHING CW AN TI� v 01-:) OF THEM ,- - , ­- ---- Ir - ,- T3,-----, 11, 13- I* (TOP) Is* ­13, --,---- 13, -- Ir ---- ­­­ IT, Im (got") ­--O' 5 1/2- --- a 1/2, --- --- 0 112� ­­­­ 6 1/2. ---- 6 1/2- ---- 2W IFDI ­- - ­ - - I— - - --"------- LI/4' 12 1/,Z --- 6 114" iwTw—w-) s'-w ­­- ­­ __r ---,- ii . ­-­­ ­­ ...... IL/V_j -,-_ , -­ -- ­­!- ­­­ ­- -- ­ � ..... . -­ __ ­J�i� ... ­­ ­­­­ - ­ ­­­ - ---" OR Pon LESS 3o- - 7 1/2- v W lf� .- 3W monmIi 11-1--­- 43, -�-----�------�--�--,--,--,-----------�l-- 13, 33' ly Ir 4w (w) >+0, -45 ­ --­i7�A­- ---Ti�---- , ­--Vi�­­­­�i ­ --.-,---- ­ 1i; -� i I � �(wnom fo +75, -75 , I ----- - is- I— - 7 I----- - ". ---- - Ir ­­ --i�- 0 --- nW --T--, I � W �Tco - le 137 e Iw (w -TOM) - - 5 1/2. . - 6 1/2- -----Ir 5 1/2- --!r--- 6 1/7*-.- ­­t-!� 6 1/2- Zw (101") - - - - -, - 6 A/,V -- 12 1, . ­ - 2w (INTT,.) >5­07 , - - ­ ,V717:tI� --- �- ---- -��j��­ --- -- , , 7 /2 � ­w -- -�:­:- , - �* (TOP) I'-IIr ­ 5� 3 112* ,�v­ e ­­V­­1 --- ,-- Ili ==- 3W outiom) - - W�iO76 ­�� 13' I le -- 13, r --- 13, ,�. I3* 5, Tyr - To' - 4W Morita! _____j I - �-­---- -- -- - SEE TABLE #1 FOR MAX, A.51), DESIGN LOAM III IARX, PANEL LtNIGTI-IS WHEN SPACER M,4 is SEE TABLE #1 FOR MAX� &S.D. DESIGN LOAD$ & MAX. PANEL. LENGTH$ WHEN SPACER @ IS I USEDI CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1 I SED, CORPESPONDINO ONLY TO ALTERNATE 2W ON SHEET 6 I I I NOSAC—xl .­­ _____j � ME #j a - A.S.01 OW014 LOAD MOMW PANEL LENGTH -70 —PSFOR LESS W-8. � 40 P9F To 50 PSF ,I-2. - I > 5G PSL To 60 PSf I W-io . I A MAX, PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE r 10 OR PANEL MATE PLUS ANCHOn & W1 (-r.P...,.-,A.q,, ,/.' 04, ----- , , ­- - , - ,. --- , , INSTALLATION DETAILS FOR AjjrfE-jjAFETY PANEL Cl) I �110 IA:7-W,�---- �--g=IM�1111 .,. .,I ,�', .6 , ­ -=W` , . ­­ ��­ I I --..--- ­ -­ � ­­-­ ­­ �-, ��,' I � I "' �: -R11 -- - � � -- �� - 1 "Cl 3 I I K� =N rx"Gi " ,-,- 1/4-o-T&I. - - %%I evglatv -- - - I- Ii 1­1 ­ �, , -,,­ I ,­ h I - . fA w-r-1.1r, V� I . I I� �) - I ,I I � V It. M. # (11� I I PAWT- E&ON IL-1 -- --- - - ­t, �­­+­l W­ -,- "' ' ­ , (SEE EL514KHON 0-�,,, - 1 an W`Er, , * A TO GLASS. I I It I I . ' ' .­�?� _� � _; ", T,� _ '�0�" '� -"�`��' - ­,,J��-r, ­ � I --(D' '­ .1111, '­­­ , 1­111n, -1- I "­', I 1,,­I,, , t 9 RED : Lo.# "K",--,�', mw.qm ow, -- " ;1 - -1 ! I I - ­4@ CONCRETE BLOCK ',.`,"',�,�', Io,w- I �, 7"I , 6 U 10 � � , "I --- ,- 111'r-LI - - - - - I - --- � � , ,, ,111 I .. I I � I 11 , , , , " 1/4'4 PmEaL -­i mffkw6 ANCHOR 0 12 I?e0o: it SEE FINEETS 15 IF 49 MR AKIi,QRS TYPE III, vw4"O 'OR "tMUXM INTO wow MINVE auums. mmww "'c"Op SPAPNoS W WNNUM EbM DWrANCE ARE �NIXCATW ON PIS ScHoDaZ " tol LESS TIM 'INDIPATED ON SCHEDULE ROME ?1404M SPACIRC Wf MMAPLIVINII SPACM SHOWN ON SCHEDULE sy THE HILLOWM 9,4MORS. MR oa OPOUiTIONI 10 BE PQSPaF- REDWED SFACINU WA&M OSINO FACTOR S�Al W at Uss THO WW4 sm"Id N`OCARD FOR mii ARL401I Tw-1 ON THIS su"muu- 1, 1?!'t-- AN"m TOE - � ��, -;;�.-W-..�W—.a 1.'-'�-7 � ;;�]��Q`,) --l-­1 ----- 1� I,IIVoI,KI �,.�,';�-fw)- , 3 f/2 Actft am ww" WA) ----;�� 7 un --,-- , ­­-, �!--,�-"�-----"�,�".",�-",-,- - - ­ -- ---�,Yr- -------'' ---. 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",e_ FT a Ile fi i7, - - I/O i� ii ,� r!��- - 7F -- - ,14 _____, ­�.­-j ii i SM ShM 11 Far MWn TYPE A, SPACM FOR %'SrAUATVd Wit WOOO nt" SUILSIMM * "Woo mal" sphamm Alto ~m EXE USTANCE AIR wmm ON ­S SOADULE, MR EC LOG Tma4 #4MVED OR StVIEWILE REIV= ARCHON SPACING W k"IftYWO ,%"I'M SNOVA, ON SONEMAE, BY III FOILD"O FAMOPI FOR III& OPOWIM -W � POSSIBLE, INDUCED SPACWV OBTAINED oWJ4 FACTOR I%IM" W01' BE �ESS n'M MWMUV SP%QW "WAIES FOR 1%0� ANbROP TYPE ON 114Z ScHro", - � " , 4*0 jjA`* Ile. AK*M TIMIC ­!!�! ­ UNION -;I ooa�l icaa:e�' -I=Wib�l ­­-- a !W. -­Y�!It­ -AMA -.-i -- �,`,k - - - - )4 kN"W04 ANCHOR S�At�tl.) 3 3 I - 3 3 - 2 qr A V2 I ­ - al"; -:L - -- � ­�-vs A ,�r -7-,,;;- 3 —, - "I � I�- T AM W OW MINU il�o) �-�� —%- FACtOR I � , ­ 11. - - ­1 �Apl­ - - E-*k'=, - - . - - ­­ - - -1.1 1­1 - -- -_- � -- - - , " - , , � j,T � . I - -- �-­: ­�'i'; , ::- - .. " -,-- �-, 1. - - , ­- -1 :---""� "� " , .. ..... - 1 - ­ - --- r I 0.14 ­1. -- � ,�!!­t I - -- -­4 - , I!!- - ,- wiii - ­­--­--- I - ""' I . , I - I - :,L-i- I � SPACHNOS, ONLY D �;; I 9 IS USED, SEE a ,#I rag mm� k&o- , I DESIGN LOADS & � , PANEL, --- MiEN SPACER gis USEDL TV= 0 A - A.S.D. DESM LOAD MMMUM PANEL LOW" 41D PSF Oft LESS V-8, > 40 PSF To 50 PSF II-2� > So PSF TO So PSF 5,-Io* A MAX. PANEL LENGTHS ARE 0 VALID MR INSTALLATIONS W/ SOLID SET ANCHOK 19SPACER AT 12 1/2- O,C� I F­ ,— ---- --- - - - I - -- - I � --- � ­ - ­­ - - ­ -­ , � - ­­ ANCHORS (SEE SECTIONS & A,TERI�l ON %4EM T31 14, 15 *1 0­­---- ­­­ 11 ­. ­­­­ ­11 I ---.-I-- i , 1 ': wx, � R-IA/il R-WIS, R-11A/14, R-1011[3. 11-20/1,i, R-30/114, 31 MAX, 7 � I ", 11 MIN, D.m.(ig�, �, ­ f* R-1 qw/ts, N­28w/i 5, A-38w/l 6� �,­­ - I � — rolli-tAw/1's, R-2AW/15, R-3AW/16, ­ � I � r------ - -­--i-,­­-­­ I—— ­­­­ ­­­ ­ .1 ­­ ­ ­ ------ ­ - ­­­ - ----- 1--­­----­-­ ­­­­­-­-- � -- ,� � ; L 4) -1 (�) I I t q 1 I . � � 0 0 I 0 0 �'� 6 0 � � 0 1 . ----4,�— — I-------------,---- - ------ ­­­­­ i I f I ---" ­-- -­--­---1-- ,,,­ - I Fr-,-- I I I I I . i i � � " � I I 1 � � 1 � I i , I I " I, I I I �d 1 � I � I 1 i i ,� �� I � 1 � I I t " � L I c 'I i � I I 1 1 � , � , I I I i I I !� � I I i � � t I I ! z it � I � � I i � i Li2 1 ., " ­ - --- : I I , , I I i I I � � � ) I ; I I � I � I � � � I � T ; I � I � IV ; I I � i --20xl' SS, 1 � � i � � � � I z � � � I r � � ; I r � I x � . I : MAI, I j � � , , � 1 � : in � � � � . I � PANEL LEN" I , � I � � I , I I : � I � (�) � � ! � OVE�., , -� I � I � - � 1� � � � � I i �FORM RANEL ; W I � - I I -r 0 .404, -ADD PAL fro I ; � : , REGUILAR STORM EIANEIL : � I � I R ULAR i � : L � � � T) 3 1 ;,-Iz I I ­, - � I � (W/ OVERLAP kw pme. uwH BOIL - I I � � I ! � � I I I � �-'­ I- I I � ­­ - - - - -1 - - - - - � - - , I - - � - - - 11 - - I ­ i - - -1� --- I - ---- I ; I I I ------------------- 1 , i � � 1), , � � I I I I L I ! : � I I I I I I � �'t , I � I , -e . +50.0, -444 P.J I -- � � , " � I �' 5 I!, I � ,� I I e � � - I ,� " ­ I— ", I , . I � I j- 'j, __, ,, - �, -, �11 11�­ I -- I ,� I I � ,� I i � ! I � - � 1"'� � I - ­ ,­ - -- I ., - � 't : (wo mm.Ap VIM PANEL, LENGTH SuLT) , - --- � I � , . "I I I I -1� I - - - -,� - - 11 I t�­ I � --- - , - - - -- IT I I � �­ ,- " � ; I . 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I I I ; � ------- i - ­ - , I- -­­ -­­­­-� 4 - ---- 4 fr � i, 1, I --- ------ 7 , , I y S I I I I I , , � ��* I - � , � � � I --- OCA IN 0 LEE SAI'Vi" I- I , , , � L � , I �jg � i",­11- LO,Ik�'I'L " . � � i � � , , z 2 I I '� L � � I , � I � 10 1 1 1 1 � � I � �� I I; � � - BOTTOM WINNERS I q , A I i � I � � , � i � � � . I I I i � I - " I 'El— I � ff, I � i — I I I I mwo� L­;` � ... � I—— � � �; jw " �! ` � -­­­ - I'll, - -.,---,I ­ ­� �, � I I ,­ � � ; -0vCR1IAp-� I �-,Ovm�p- � I , I I --- ----- - 1-1 - I'll � I 11 1-1 ­11 - � � I � I ­ 1, 1-111...­� i-� or (i) , WDIS NUT AT ?1 NUT AT � f EXIEM - �I%Nv - I-i; JI I LrFr yANCC7­ RIGHT PA1%Tj- 3- �;xx! I I I' MIN, R-IA/13, R-2A/13, R-3a/14� R-14113� R-2V13,, R-39/14� I* Mf%�, I L1*R-tAW/1S. Lfo-o-�18w/m E�E� � ; R-20/15. R-3AW/1,S. tt-28W/15, R-38W/16, � � -, -------,----------,--,,��""-,-"��.-.-,-�-,',WKOn(SMSECIIDNS&ALItAMTWESONS$Ev,iS 1,3,14��6*16),--""'-�---,---,�.�,�--,---�, ­­­­­ ,/4' mm, W I LIFE aAFETY STORM PANEL �-fi ELEVATION (f) 77 -, SCALE 1/4'.I* - - h - `IL Is 11 1 REGOLM 2X87' i­(1 R k � RECOLA 701 STORM PAXEL (MR OVE�ni' -WM, Wi4m 1 SiDlim pma , I � � I � 0", � � 21=9011=1­1 10 ., 4 I .... "" 1 � , �i:llllw-----.--,� --- � ---------- to r-­�, I -­�­=,� �zz�--­ �­ �. IF, Kt A Z , , \'� I , �­ I I . t IN --=­, e==­-A9-wA`,N. ;�,v � - ,----- ---- ---� c I , P11 04'�� ::� � , I'll I/ 71\ I - ql;,,�, , , I ,� .. 4AX, I It , �, ;; �� 'It I \ , . VIIIAoZ. ��!� -, - i " N � , � I ­- ... \ I'- V­ - -, �--�- X, I I I ,-i�--�-_�-�-/��=111-1--�.:�--.*W--,.-�,-�-=/--,*,-'I ­===-­­� �-­ � I �­��­­�� -­ � - ­zz=l ,4 i =�:� ­-­-­­=­­= -­=---#==,--w-, I - 4fi � � . 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INSTALLATION ARE ONLY VALP 55OR �O� DESIGN PRESSURE RATINGS (p,s,f) AND PANEL, LENGTHS AS PER ELEVATION ON SHEET IZ 2, FOR NEW WOOD FRAME CONSTIROCTIft WOOD 1* - -- - - - 11 I ,-.. 0, 44167 ". � '. : -- * I * , * ff � ­ --­ l'o, �;�% STATE n � . . -1 , � s ��,� -1 ---I- - .V24 mwm w 24 CAGE GALVANIZED STEEL STORM PANEL - F�T- -2�1�wl -- - - mm/2"im, '� T GLOW PROTECTION PRODUCTS, 1I.C. ,,, / 71 =f C 0 �V,., I I, tw, Vt� STROU - MEMBERS TO RE SOUTHERN PINE No 2� SPECIFIC V­,� s,�� ov- AloRm ,�� -` =wft A Emovamm" v ---� BiM-F- AAWL FL an" 20-175 W/ Dmsv OF 0.55, OR FOtAL "'.-I.- �1 I . - � I-0 -1 - , - m PIONT, twim-74% , III- ,X-000019 - - FAX ivs.im-ml - -- - DIMING ft� ­-­­­ ,-,--- --- . - JONNot /­ wxw %-O.�,pjt I - L& I - ���� um It OF ft I I (VALID ONLY FOR POM.(DINSTI 0�0�§­H�I-T.m �At.I k MIN ED. 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I MU 0 I - 4 PANEL LUIIGTH R ­ ---- ` ' - - , 11-1- i� - j � i..ERCL1I1A'. I - - ''I - 1 ILI M'AX� it S EL LEWC714 it " ' '' .I- I , I (SEE ELC,WPON "I -11-.1 -- ­­ --- i 9 - I kk,C I I, I -,- a" , I . �- - k % . I I PANEI LENGTH 7v � - 1 �I - 1, ZA I . -L LENOTH � �1� � ME ELE'VATION a I'll ; i : ($,It EIX�AEON � I - I 0 11 V w, I JCT "I p " �'Im - ­T­, - I 1-1111 ON r , '2) 11 I iAm, ON SHM 12) i � 14 I � I - -j - . 4 ON SHEFT 12) I - I- I s � iTO CLASS, i I I � � I 11 � I I I � ION G if- To G 11 � i ;1 I il I ­­ I tj I , 11 ,- " I I -1-.1 � ; � t�­ I I I I � 1 1/2 � I ,iIl�ffl, , �7,� I ,;A ,,,, -"��­­I­i , - . I ­=­, I I I ; : I I � I I j) ; � 11 I 71/r` � It ���'-f?�,,'�,��-�,-�-,-������"'��, I 9 j­� , i �- �Ij) � I I i's" �*, I I'll, I --- - .. I --- , , , I i -, (� � � ,' I � I i'l ! o' :, 2,;, 1, I ,",�,'�I ,�� � ­C) � i 7 1'� 'i I i.­(I 6' ;'��,-&, I "2 -� -1 I ��11�t? `� . Rl'! I � � I'll, ii , . t, 6A 1 - I ; CID- v ; Z,q.. - I I I I ,'I I � ;, ,-- 1­44 1 1 I ; . I I VVQw . I e � 1-1-0 , 1 ", ; � 11 , 0 c Ilr *,-; I 111",,�'� i �­ I : ; I I i I I I I - I $ i I I *`� i � I I I ­ cc: ........ ­i­­­ � - I - 1-.­.­k­­­­ - i-C.1 11 �� I , V­ I i t1­1- ED, I 1, ---w `* ­ �t I . ED I -, !*m� ­w 31e � � -, I " -L,­-­­!­­-­i � 1, -i-a ­­ ... ­,­­-­-, , w - 11 I . : W f- ­1 I, ` , . "I ­. (4-) �� � - , - - n,4 " , ­­ �, � - ,,, - �� 11 � I, ox, �, I'll 1,il", 1 �i- _ I 1­ I TAF " � " _IY4'0 r TAPCON ',,.. I , i:­ TIVOON I ,�, I � I _j/*'# TAPCON, I - ,L/� I noa O'C' � ANCHOR 0 9' ITC. R 0 P, Go, � IINCHON * V" O-t I � � 1100STING, P"m DONCRET-C on .1XISUNG POU�D CONCRETE OR towtIve mock REWREo- ' MOCAM 5LOOK REQUIRED ­ EXISING POURED CONCRETE OR -CONCRETE BLOCK KoUm Lvigtm POURED Comtimop tONCAM BLOCK REQUIRED ALumfLA--u SA -1 EANEL I'll � - - 14EL XAU;-� I ,,1000114, `% A T, "4 ft"�� � 1 — , * �S'E� - � : - � �Q;,�. A; �, �� lx�CEN,p* SEE BMW$ 15 & 16 FOR MKVM ,­1 *OMTM --!�n IMIMN �� ..� . X rWE & SPACING FOR WALVATOW. ROO WOOD FRNW BUIUHVAV$� _ -- , , , - 3 .� . -. a NO. 44167 "IMMIM, Utomum mcHm SPAOMS ANO "Imum mom sR`CRoI w ------,I--,- -: '. z , I * -jv� - - - , - - fLORIOA -------- -- BUILDING CODE (Non High Velocity #NO cono Zan#) � -�;,- - now. DRIP'Nat INOCATED 0-4 INS IR, , W...0 ,!-!�O) - 3 sbava- FOR 0. LEM THIN 000" -- ON Mma Moor AWN" SPACT49 -04[11�) lo� D'A 4,,i 3 = - z 1- STATE OF .' ,S- 0=0 N71m. Im 24 OW GALVANIZED STEEL STORM PANEL D" fff� or MwIftym VAGIVIO SHOWN 04 -00-fix-1womm Oro tolvovIr of THE foummo FACTORS -2m!- FoR L ko. ­tq� W,- ING OPERATION TO 0E FOM ­ -- - -- - � � - ­­­­11- - - - .,. ��A - I'll - - 'ZOR �� W/V/ZW ­ ­—:��� IL E C 0 Visit, GLOBAL PROTECTION PRODUCTS, Lie, 11 I ��,- I SIX 61 Saw --±!!-t1 ; �io�-:� REDUCED INMICING 00111VIIH) USING %Tm S94ALL W. at Lm IwN ill a a , It: IVAI i'W &WIr.. 2==-m "'. CA111- Ri =14 20 -176 ­ ­­-AlC2 "vim SPOOM fm)g,Atw FOR PICK - ­-- ,- ­- ­ ­ T ow ­ ... A00 " / - o ow-, -0.­- MKINK, (OoM-714%, FAV, (054i am -Vaol I ANMR lfpt ON INM SCf"uLJL. ­­­ I ----­,­­- - - -- ­- -­ - -1 . I r-� JIm,%-"%NRPwE "- *ALI 01ion'It I "I --!!� I - --- ---- INSTALLATION DETAILS FOR LIFE SAFETY EANEJJ'�-L7 -------� INTO WOQD 5j89-QjU8fM �� 1,11-111-1i �-1­1­1 (I I, ­� � ­­'11,1­1 ­­v­ "I � -� - � ­1 -1 � Ili I I "� 7� m ", , 1-7— -��l ­ I . � I � I , , - . - ��, lu 4 WOOD HFAGIR , -, � - �1. I - ­- , I - -400wo HEAD" . � - we -, w REOWRED 1, :-I'_ � 1�k RED 1"-1 � "I -1 � I - 1- I I �Ii , , I'll I � - , - , , , -,-, - fl 1, -I- I i 1 14 -, v I-, � ... � , - I, 1. � ", I �f �,L C�QTAPCGII , go uppof.4 I , � - " t I , , . ', . 1� R a 9* Do, � I , i, �j�, 77 NoRog Ot, I I - -1 _ I � � -1 I, - I I �11 /� I , I �i! ," i I � ,, , . , /� , ", , ; �i! I -4- " , , 1, 1� ��II ­02 ", "I I I 71 1, I , j�j - I 1I�, -1, i � 1. �V '�' � - , mo* W, " �,­e Ir, I ,� Nu , ­ - 1� ; - I I, , 1� I �" I I I 1/4 , , e 'i � i � i, i ­ k4 -Iq� - - -1 ` � ­-­11­ -1 1 I, �! , -f 1;­­-­­--­ ",I , , I 1� le � ;� Zi � ;� L �� � , � I I I 11 I � , , I . 1111, m � Ij `11 ` � I- I i 1 1 � I I ,'I-- I - , I i 711'�,� � " 'i it, I I V � .i �, � I I I i � I z f - � I I I , I ! . . . I I I I CID I I I: D, � " I I 11 11 �­ . - Zfts� 045otiIIj � #­�­ ­1 I -- �� --,I. I - � ... OLM it I " 111 ZF "I'll �� ­��- � iO I I - 11 I �I, '' -1 '14* I -­ -1-&/z`-4--- "-1215�11 � - I- 111.1- �, I - Imom Poo 7 � I I 11 ,,�;, 1 'O"", a" r"", 9 f I f 11.�,w It � I 11 , . ,v MAX7 - � - Q� PANEL URIGIIII 4',,,' ii .... 7, - ­­ ­-, , t PANEL LEN" r 1--11-1-1- � ... I 1� " �11 I (SEE EttvATION 1 1 DML: ELEVATION 0 1 I) I ON sw-0 IS) 1 � -�--l�IA--,-,-------,-Il�-,-�-'a �, � m, SIImT u) ­­ ,-,-- ------, ­1 i I p I I it 11 , � ", I- W. � I r , I-1- ­ ­-1-1-- - - ­- !I 4 : � ­ 111-F W-11---- -- -- ­ I , if I � w` T ; ,- � i ? � ­4 , I r---T=s' -1 1 r (ji-) I � � 's, . :� fill I GLI'Iss, i � I I i 4, I , L/2 I -- I I I I— 1-1. I - ol � I & 7- �1)1 " �' la I"t m 1 F i ill ; -myrut, I- - � I If- � I 11 : 11 i 1, I ,�, . i I ­-, ­11­- 1-.1-1- --I E10 - - ­­ - L" - ­ ­i ­ t- ,�! � i. T- i� I I:, 1, I - i -, i ,a, i �, !�! eIA' Wbq)G­, '� ­, ' � I � 11 , 0 � WOOD � �, 4 I, 1 - -1-11I I ,� PLATt , I �� � , �, N - i i � I pew, RETV � � � �: � REQQAW � ,,, ,,, � �� :, i� � --,,,,, ! , � 1 , � , yet, P00,Iam PLUS � Ill-, 1 ­7 W., - 1/4'R PANELUATF PLUS �- ` - - � - '- .'n, " ' 'A' - -ANCHOR � � 0 12 I/r O.C, I � ANCHOR a 12 1/2* , : � , fp � 04. " I I � -., �1 � - i! � - I :! ,� - � i � � z j I I qi 11", �, I 1, �, ; � � � V� ; i� I I I , 1� I - �', , IiI I -,. I , " � 6 11- 11 ,.­- ��­­ i - - - 1�. A "M 1AM, . .. I M ".01IIIII01"i, _MW MOUIVITINQS el� 41 Tljj;�� �11x� " .14 I , I SCALE 3/8-1" /, N" ""E�­-- I!�--, ' � I *. -, \A -5�- I% . �� I F. % _ - B .44167 � 1 FFLORI A BUILDING OODE (Non High Voloolty Hurricane Zone) ­;,�om m � � I- - � �i5 �, - ---,-,- ---- ­­­ ­ - -- I - � - ---- ,- - ---- - - - --­ 1 * .. * aaiwiutno;� fU- � TIFU 24 GAGE GALVANIZED STEEL STORM PANEL 0%.w a,, I i- wMLLATION ARE OWLY vAUD FOR MAII, ,kS-D� 1 j', STATE OF .�;,Zzj! ­- — — _ � GESION PRESSURE RATINGS (P,S.f) AND PAN S,� �, I "t O 1; - �­�-- /` - am/24" rL ��, ,1 GLOBAL PROTECTION PRODUCTS, UC� IATE� 11-1" Q C -- LENGTHS AS PER ELEVATION ON SHEFV 12, ", S­ ­�--Alle` ,--, ow. 51 STREC' 2z FOR, I WOOD FRAJUL CONSIRUCTIOk WOOD ,,,, I 0 1� � � Vi�;��e! ,�-,�-�-1.�.�EM---%,.�O�,.�..--It'..-��l- ,4~ lsfa-'154. "I (9")W%�Rv mEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC InfloakIlao, t , ,� 0­4C, "6, MIAL P­ M311 20-175 1 DENSITY Or 0.55 OR EQUAL -- 0-0000710 :�� L-- �— - — PL sv4/s-mwff1fuTx *v0p.z�1ti'll i�I! - I - I I -p-" a) a) = (n -Fu (1) -1-j I -0 > C- L) C.- 11I.- = ­0 0 (3) CD- 0 L- (1) 0- = It ­0 a- . , W (1) CM U m U) -1i.- = = CU - — (D -0 0 CU C/) C 0 0. -0 = , — C (L) 0 — 1�a 0 0�. C -2 3: � ZT-3 I = C .0 Lj- — I ! 1!5 C:Q CU 0 -+- 4-. CU 2, r- CD CIO 0 > =6 C%1j cc C.j C-4 . — 00 �rc L- r.- ,I- J-.1, U) (1) L- r- 11 0- ,a C= � .— ") I,,.. .1% "02 Cu c- -12 C� C- Cu -III-d 5 C14 9� �-­ -0 .C= Cf) < 10 � - w C I - -,r- =1 � F-. � = , �-t I I !�:= I 1 3: cc ;& 3: ,p .0 , - 0— ,.� w 0 , .p. = 4=5 t= w co '. aa -.�g. to = S .5 0 13. 4.A - 9p 4 z z w mi Cn -,-a " (1) (1) (1) = -4--j 4­0 U) = — m > 0 L- C/) CDL cL < a) C.) C =i3 —0 m 0 L— CL 0 0) " CO m L. m =3 w 2 < z ;z < __j a_ I SHEET NO. SH 1.4 -I n a - - I /1 8, I +CZ EZIW/18 ANCHORS --,.-,-- . , __ - ,-. ___ (SEE SECTION EZI & AITERNATW SZIW ON SHEET 18) - . . __ __ - _ - _,�' Vr..­ -3, W. - !, IA" 1 . .- 4SEE , _10W/0 i, : 190ISEE NOTE 2) . .�� NOTE 2) ! 114XI- SjNMb$, . - 112, I I 0 r , I - - - I �=:=:L : -. ,yjmwit. OF - - - __ 4--�_�, -_--_-=-1=7_-= -;I,, I, �_ - . __ -_ HAICT * PANE1,0TO EIE INS7ALLED AT EACH OPENING SHALI_ ALWAYS BE - I � - UASI T�F­7_1___� , 1� �_-------- F­ - - t - 1 � ?F:_:�­-, 112- 0 i I ?; I � I N- � 7��? __7_ 0 1 � I PROVIDED W1 REAR "ANPL_' TO FACILITATE INSTALLATION 1, INTENDED ' . -- F� ' ! I � I - � ; 10 BE INSTALLED FROM INSIDE OF STRUCTURE I . I �41 !�� i ! . - � I I ! ; i F 1; I . � I I I , i ; i i i I i i ; I I I I T , - W i I . i � ; i I , � ; I t I - I _2I : I , I 1 s I � i i � 1 1 ! � � I ; r I i I i I I ! 1 I i I � � I i " V, _--.i, P,ER I , I I 1 1 � I I � , , ! � I ir I �, I : I , , ; , I PAND, � I I : � i � i c I I . . I 1 NDJa_ i i ; i - . - I - - A -I __ ---- t_l, _1 I-L --I--- - __ - - -L __ , - _,� I— _1 -1, "i - L_ - .1 I i - 1 ! , k") I I 11 , � MA i , r ­­ ,- 7 I 0) ffi��IE-Ir HANG STORM PANEL SYSTEM I ­1"­-J -- - - 'T -, I- -,--,- ,� - - �­­­ ­­ I—, - � ­­­ _U 00 'L' k � a PANkk., I f . (INTERIOP PANEL) �IHTURBC)P F.ANEL' i ' (PIrEaKIR PANEL) 4 MAX I� TRACKS WP fir BOTTOM. I I ND PANEL) 1 : I . t SEE MORTS 2� 3, 4 I I ) I � t � � I � I � , � ! SEE. NOIFS 24 3, 1, I , � I , � ; I t I 1 3 � 5 C-0, (�l Elii),�R�� 't.L5 SHALL j�l_:�T BE CONNECTED TO BOTTOM TRACK � I I I � . I I ; � i I 1 1 , , tE Y . S, I I i i I 1 i . j I i � 1 O _ A S 0 HALL BE fIROVIDED AT TOP Or SUILA _­1 � , ; .. , I t , 11 j ! ! I � i I � 1 I � PANEL UNGTO PANELS, i i i ! 1 I � I 11_�i-.L I i , 1 _; -) 41 , - _11111�� T � D1, * 1 ! 1 I - " I -, r-l-, . , . I , �11 . � I -i �1 I , - .1 I I , f/ 4OD P.0i (�). if PO4D PANELS AAE CONNECIED To BOTTOM TRACK. CONNECTION I � - _� ! I ,� * �_f I � t -1 i I I I � ,�� , I i I I . � 1 I i I I I i t , , I I 1 i I SIJAU rONS,'51 OF 1/4"0-70�314" M,S W/ 7/6'*.,3/32` WI G I I 1 1 . � . � -1 , i � I T 1 - I I � 1 , - I � ! I � I 1 � : , I � I N I N It I PANELS WJ I/Av-ZOVI" ' III OR 1/4,4.3/4' V,q TH14imeSCIREW TAPPED BOTTOM ! i i I I * I � � i i I I � OOL'TV INTO � I , 11 �� � 1 t I I I I � I I i z 1 � 11 S'S DO XTS */a 0 tA ONUK� TRACK LOCATKIN OF FASTENERS MAY 8 AT EITHER OF TWO � � : E � 1 I L 1 . I i . i . (SEE sfEmONS AS A�-_Vax) : I ! 1 � i i 1 ; ; I . 1 1 EXTZR!OP, PLAT riLoIV4CES Cr END PANEL. I � � � i 7 I I i i I � I � i i I I ii 1 � � I ! ! I 1 1 i I I i I i , I , I i 1 i I I I � I I � - � � I I � z , I 5OX � - . - - I - - ! _J - � . 3� ! - 1 4 . I I 1 I 1 L I - p I -1 � I � � - -I _ -i - . � I J ___ A, _1J I T . 0, 11 (4)� IN CASE THAI END PANIELS ARE NOr CONNECTED TO BOTTOM i ,� I I - , - - , ,� �_ 7i i i !� I I - I I -_ I I v,AX TRACK ILE A S7Or BAR IS ONLY USED A' TOP) AT LEAST TWO I 1 - i I--! -i f 1- j 1 1 i I i i i ! I 1 -1 F I ;- '� -� - - � � I I , 1 I I I ; I PANNS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS q � , I 1 I ; , 1 1 i I J i I 1 I I - - - - -T, - f- I 14 - I, 44 +- 44-1 -4�- - -I-,-- I I I I I - fV i ---- i t--t -T-T _T 71- INDICATED ON NOTE e�) ASOY`� IN SUCH, CASE, CONNECTION OF r I ij 4 - - T ; , _J_J�::_L!'L,J_J_1 LLJ _I_ifL_; _I_L1__L _J_J_L J_ _J_J_1 L1, I- _J _J_ I- J_ _J_J_J.I__ __ i - - ! PANfi.S TO aOTTOM fIRACK MAY ��CUR AT ANY PA14EL LOCATION ____ -_ . . I . N , � . I, , N � . � � . I - 3: M.. � 111F NOTE I � - 3: M_ I - i - I - , - � -1 - I t M" ,SE_� 3 - SEE I uh� t INSTALLATIONS ONLI VAUD FOR WIND NOTZ �2*00 .NCIAORS NOT, 3 SPEED UP -:0 170 ­p,�I. I I - ­_ ­ - - ---.-- [SEE SECTION E71 6, �-,FPNAJIVE EIri. 0. !ZEIEr is) __ . __ - � , - - 6, -OPI/I EZ, W/18 TYPICAL 1I . ELEVATION FOR SERIES 200Q E-Z HANG STORM PANELCI anTEM ft) ��,�,,l SCALE: 3/32"�I' " , " � , - 1/4' SINT, GW , " 1, � ,� ?.641 ,(UH. WEALW - I I �, , - . 1:� I " 4 _ - -1 WHOLE VAUU71) z " " - "� " ��,_ - - , , " SIR ' - 11 1/� I/- 1� �L 7 LZ= :::1�':.-:,7 I'll .-I _ ,/4� MAX. GAP (_V� - '_ SECTION A -A ".10.1111", I SCALF 3/32-�:_ .... .. A. T, A, .­!��7 1 ,,,, �­ � �11 I .. , _` _" 1� . EN -�� !�, FLORIDA BUILDING DOE (Non High Velocity Hur icon. Z.mN) V.- . C . " *' ' 4? . - �� �� �. ��"Uil ,� 1Y. Z Z .: 44167 ` S Z& GAGE GALVANIZED STEEL STORM PANEL — a` rSTATEOf Z . = ; * - i i * �MiIi` -_ III, '-. ot�_ ;6_;��_____ % GLOBAL PROTECTION PRODUCTS, LLC, "'�' S t��-�Q,- / 11L1EC0,xc"\ . � -0 . I . - , 4-I'l," 4 � S,W III STRErj D, ., 6 ENINVOR= t �qli`PAAY %�P,� " �'tORIT, , . 4E .. . . - - - . .1. 1..� IR. 1"11 ,., C_ I - I-,=%-- - "­ $�' �L E�"-�. 1. (0�"-Knl 20-175 I'll, rq -I-, ,­­",� ,� 3'�i, , �, � FE1,t.,-FoV%A--Ti,RE,-_WL CAI-OW112 ,�& owT_ iv� I - I . . I - I - 041w* IN, ­,,-, ........ i7 wk,., � �� ="- I. ____ J_ FLORIDA li�L k ;�, P L . 1 ft 1- W-W . I I �, U , I - --- .": ........... _:.� I ENGINEEI-41NG ra I I � ENGINEERING EXPRESS a PRODUCT EVALUATION REPORT September 15, 2020 Application Number. 17869,1 - R2 EX Project Number 20-3154.1 Product Manufacturer, All Amemean Shutters and Glass Manufacturer Address I W Donna Road WEST Palm Beach, FL 33409 Product Name& Descrtipbow 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Dep r1ment of Business and Professional Regulation (Flonda Building Commission) Rule Chapter 61GN-3,005. FAC_ for statewide acceptance per Method I(d), The product noted above has been tested andfor evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edfion (2020) and is, tot the purpose intended, at least equivalent to that required by the Code Re-evaluation of this product shall be required following pertment Florida Building Code modifications or revisions. Substantiating Data. . FX drawing #20--31 5,43 titled '24ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)', sheets i-5. prepared by Engineering Express. Signed& sealed by Frank Bernardo. P.E is an integral Part Of this Evaluation Report. * TEST REPORTS Uniform static structural performance has been tested In accordance with TAS 202 test standards per test report(s) #BT-A&G-17-001 by Stackwater Testing, Inc. Large missile impact resistance and Cyclic loading performance has been tested in accordanoe With TAS 201 and TAS 203 test standards per test repon(s) #BT-A$G- 17-M by Blackwater Testing. Inc- . STRUMRAL ENGINEERING CALCULATIONS Structural engineering Calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quality the following design Criteria I. MaDimurn Allowable Spans 2 Minimum Allowable Spans 3 Minimum GlanSeparation 4. Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEA , @ENGINFERiNcExPAEss.coM ENGINEEAINGE%PRES5,CcM "t ENGINEERING Page 2 0172 ,M] American Shutters and Glass - 24ga Galvam7ed Sitel Storm Panels No 33% Increase In allowable stress has been used In the design of this product. Separation from glazing is not required for installations Dulside of wind zone 4 and essential facllfttes� Impact Resistance. Large Impact Resistance has been demonstrated as evidenced In previously listed test report(s), and is accounted for In Iris engineering design of this product Wind Load Resistance This product has been designed to resist wind leads as indicated in the span schodule(s) an the respective Product Evaluation Document (i,e. engineering drawing), Instaffation This product shall be Installed In strict compliance with its respective Product Evaluation Document (I a engineering drawing), along with all components noted therein, Product components shall be of the material specrfied In that pmduct's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use Of this product shall be in shict accordance with the respective Product Evaluation Document (Le engineering drawing) as noted herein All supporting host structures shall be designed to resist all Superimposed loads and shall be of a material filieuml in INS products respective anchorschedule. Host structure conditions which are not accounted for in This products iespective anchor schedule shall be desipned for on a site -specific basis by a registered professional engineer. Ali Components which are permanently installed shall be protected against corrosion. contamination. and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). RespeREtfully. . .1 . � _,�-- ,�.��,­ �, - .­ __111� I .1 ------:. �4`� ___ �._;�Jll ­�­,IQ - I " 6,!�,F,�,� �� � Frank Bermardo. 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'I,, e ft*140_11.11111�_�i_ 11, 11�1 - ­� ., 41k�­',�J�111,1�'�,IK�­ �; : 'R I 1-II.- - "'�,W_l / / ;,IT- r ­ -­ ___76 .. 'I-4--111 //,/� , Z 10,,�. �/�Z,,_,/�--,;��7 &WLI� %rl �#, 'I-,,.;,. -, ;,7...... _� - �, � - ,�!- ­'-_F;,'M,�v �Ir"'_. �, IN-1.111-11 I: ''w . � __ -P I.-IIINN4:1 .IAI.I -.1k;3 ION J _E, , "o . ...... N. , c"', �Z' . r- , 11 I .--- .- INSTAILLAT19N QEJAIL.� FOR SERIES 2000 E-Z HANQ SIQRM PANEL, C1 . - ItlIQ FIQUEED CONCRETE. CONCRETE BLOCK AND WQQD STRUC-TURE5 171_1_1­A,______ , " 7� " , �_4_� �0 - , I I � - : --w'"KIP000 . -1. ' :Li � , - - 41 TARCON ! CONCRETE BLOCK , I - - - _L/4*0 '_ AWCHDR 0 12' 0 C - , , ,� �� - REQUIRED. .� u 1, 1, '.. 1 - � 1; - - - -, 'I V , . ;J, - �, � � - (5 � - - - -,� - � ,1114,1' HEX HEAD TEX 1/4 . � I I ,_ , J101' REX HEAD TEX 0 TAPCON � WOOD "E"DI" ' - I :�I 11 - - . I ; � . I 1____­__ SCREW 0 AIA- FROM _­ _ - _ - - -_ - ANCHOR 0 12* O�0, ., � - , EDGE OF (1) REOUJACD , r, I � � ! -- � ; E I I - SCREW 064' FROM , , I., EDGE OF __(� 4 I I : . 11 � I I .. : 11 � I � ... � , 11. l I I I - ! - - , -le w4m I � = 1 4 - � I � 11 -,) � � I I �, , % , , I Ja A9 1 , ; � � . I - � , - I i �,E./ - ��_Rlzli�` � , :,� �, , , , , X�. � . ???? 'L Im If . . I , I 1, � �,� [a �� I , � � Mi'L , _ �, �� __�, " I , � ", L, I - I �N I � - - I _A ... _,___________ ___ � , I Rw �� I I , I I - ! I - -1 t/v­- 0 � q,t-i,-aw� A- - _ ­ ­11- � SR. EKKIM 14 P A - � I 19 i I S_, ED, ;=IlItl - I - , ,A Di i T If2- 01, ­1 . 11 3 1/7 Ill --/,��, I I I- M;A, � 1 R i � I :'sEPuR.rGv - � I . R S ;'.-,;oA, 1 - � 0 MASS. 1 1; 3/10 o � � - 1 3 16# EXISTING IT- I ! -ALIMiNUM AUUNXNUM POP POP i C" i OASS�­h it MASS. : , 11 I � RIVET : 0 t .... ( 1�1 RIVE1 I C1 ) I i & - . I _1 - I - - P-, �­ ,E� ­­_- W �- ---T_,___ - , 61 -,. :;�__T_'__' W-0, 0 I 11'ftait 10,4 I- ) ;; . I I MAX_ VAX. . I. 0 - 111";; --- L__ --- ,- .- -W - III ­ +� - -1 - $ PxNR LENGTH * 0 -410 i ! -I PANEL LENGM * I I -1 . . I 0 1 9 �. J - Y2��'_ i A _.. -I--,- , - .-r : ____ ____i__ -_ ­­_.- -,--.-'F _-T -_ I it I �, � I (j) I I I H-SUARA I I r MV, 4 TO GLASs, t - it--SEPARKTIOW - I 1/4'0-20.2' __(D 10, C, -EW I " kTRUM B CLASS O1,o,U7 I -0-2N2- "' P . 1 1/4 OF V � I , C- "ii.4UMBSCREW It ' ' I � -, __ _ 11 11 _-�_, IT ,�Rml;`� -1-1 i I I , '!� ,,'_�7';��"',,,,&,,� I - I ' - ___! ----- - 4 �� 4'r � �4� I I I'-- '� i 11:1 F-D -�",, �,-,_,,` t � I�� I- _� - _ ED, I ,� , I I It_- ,I - , - I - I L?,�_'i�11� ,/� I __t r . '/' I 1, ', 71 - 1'� & -1 _,_i, 1 _N_1� TI ` I - . 1 i 1 L'� , , I I I , g '1_12* - I �, - � I � . � I L _J�j,;J,", L f_i) , li *0 WC �j 11� , , - - I � I I , i - , � 1,14*0 TAPC ANCHOR , � 0-5111. � � I ,� , ) e I 0 12 O.C. , � �! � - � T/4-P TAPC at 11 - EX157ING POURED I � , � . � !�' 1, 21.41 wow ON 3 1 , _� I - � L Z --- ANCHOR 0 12" _i - CONCRETE OR 7 I ��, I -LATE 1, i � . I , , CONCRETE eLocK - , - " I � 4 REQUIRED ­ -_ _. 1 ,%- RROU"Wo WALL MQUEM0 WALLJAQMKM 510MR--ai ALTERNAIVIjall SCALE 3/8=1' SCALE 3/8-1 - %0 "000.111""Ai �; 4 1 �7%. 10�i� -T� 0 L ..,* ... V. Rt' - � 19 , ,.. . - . . % ,e��,.' NcEN,s� � V . Z , FLORIDA OUtLDINIG CODE (Mori High VaJOCIty HUrriCone Zono) figm i � o.441 . = bt . = PION, I-JEM - ly. - � . 24 GAGE GALVANIZED STEEL STORM PANEL � Z� * : * �- PAWN - 1 1. rNSTALLATIONN ARE ONLY VAUD FOR WAX. A.S.D. DESIGN *'. = - . - , a- � __ - ___ PRESSURE RATING +/- 40.0 II.S.f. AND 6'-O* MAX 1 .�-. - , - �4 � -2112. '4- - - PANEL LENGTH. STATE P - ____ / IILIECO,Nic"'� GLOBAL PROTECTION PRODUCTS, ILLC. - _ I 0 - 1::� ,W 4, - __ . ;J16-4- .-ANY 2- FOR NEW WOOD FRA,ME CONSTRUCTION: WOOD ) � � S. " !aour, , ��t� Ar, - - - III, - IXA - _�7 ,H1. I - � DIANE, n_ Ja.' � MEMBERS TO BE SOUTHERN PINE N. 2, Wl SPECIFIC I�Eev._XNiY 20-175 `,AJ,3 I 0 ii: �� �511­11 - 11111=_=.�" - k, PHDVE M.)W_7.s, D� , DENS" OF 0,55 OR EQUAL, `OA_Oqw�g --T2!!!.-- - _ - - I W&IM A I'LL -1 L______. _ ,- - - rNuMputittItIRN-AN-4-C -.1 � 'Zo, , I � I - vion NR W ta I I I �_�, ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) I I ��_11 WIDTH UNLIMITED — (PERR To PANEL SPAN) FOP MOUNT (CORN- T 1, TYPE AS REEID) SE'Tt S � -7 I I OPTIONAL e,"-20 "Ttill ,,,-- BOL�75 WITH WA5M SRED WINCNUTS FASTENED III) 11 �1� - � " A PPROPPRSIATE SPAN TABLE) � i I , "I I , - ,_ a! ,/ 4 -i � ,I, / -___ PLAINVIEW I i . . V 1�1�ad . , - N Ju.gE RD _1 56" _­ x 2 � - ­_; �, , - - , - L__ L � � �� I , , 5=0M , i � �, (CONN- , I i I Tl�, - REDD) \ \ I I I / I/ , I E �\P`"91�" , MAY I ATT&�_ - , - 0.375"i TTOM /__1_N TYPICAL VERTICAL MOUON'�T ELEVATION \,�:J J N T 5,� ELEYATDON TOP MOUNT T(CO TYPE-\ t.niBx AS REQ-0) tSPAN ABOVE , - ESTRUC-TION) . - BOTTOM -i� CD � - rI(I LINT glIg ) .NN TYPE � = �& �. Bb-FRUCTION 9 I o , , I �� �� � ,a __ (LOCATION MAY VARY) . Qp 11 �� � - .'I- N, S? fITI: .',.MN T Y I E L ,11 � I I I � � � As EO C, BOTTOM MOUNT (00 NN-/ - LrYa. 7fFE AS RECrol CIGPAN BELOW STRUCTION) � PANELS MAY EE,I,ITLI'T'�,I�E $1, M ,�g P IEQUI,1,1�E D, I `A`HC111K'-10 C PROVIDED74 I. A BOUTS WITH WAIIIIRFO ANCHORS�ARSIE,ED.HICHIATIIFT I WING NUTS FASTENE�D @ �,PAN$AEICV�IBELr,%'�0135T�IICTION,I OVERLAPS 0 MI DSPAN �IJSE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION /_TN`N NOTCHED PANELS) ili,� NTS. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS - I-01 C ,�KIU1'1,!iI1.1.- KANIE I KARATI.. IND. G- 9 vio Ni n ZONE 4 & MENTIAL FAOHTTF�I i7 __�Nk - - - - ­ - � x1mum !I � Q"5A`N_ � ALLOWABLE INSIAWA ION$LFS� iNETAUAT1ON%4iAF4IfR il i HK­." SPANp-I NHAF10ABOVEGRAOF LMAM30'A6OVtGRAQf ; � IPIK I i Z � I 130D,I I 6 06 0, Z_115,0 LID", " so, A , "Eir, , , icNS 6'. I , __, , - i4sin ,P �. - " _ ­ I I I il�i__ - � ­ i3 -i--- - - , I), �� ---. _ _2!1 -,-- - - __11- , - - - 599fA 6.11N, Z� 12 11 :01AN blL.I­lt:L)Ul_t IIJU I t:b: 1, ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD � PANEL FASTENER SPACING TO DET XMINE MAYINIUM ALLOWABLE STORM PANEL SPAN� SCHEDULE IS ACCEVIABLE FOR USE WITH Ply-_ FIVE LOADS LESS THAN OR EQUAL TO NFGATIVE DESIGN LOADS. 2, *PANEL R,STENEPS� ARC STUDS UEEI) IN CONUUNCTION WEIDA ALL MOUNTING EXTRUSIONS I�,�-TRACk, STUDDED ANGLE. ETC). USE 6 �57' 0 C PANEL FASTENER SPACING TABLE VALUES FOP ALI,'H'- AMD"U'�EICACHERS �INCLUDPIG BUILD OUT CONDITIONS), 4, U14EAR INI ERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE U56 NEX7T HIGHER LOAD. I I L ENTER SPAN SCHEDULE WITH POSITIVE DESTION LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION F40M THE OPENING 70 BE PINOTEC71ED, Z_ SCHEDULE 45 REQUIRED FOR USE WITH POSITIVE LOADS ORLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD, 3, MR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUT SIDE Of ESSEN TAL FACILITIES IN ASIM WIND ZONES I THROUGH 3- THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING 15 REQUIRED. 9r, =1 AV).RDDJE_1 "R GA- - , �Iv ; _,�,_ -_ - _,'_ �, _i;�h� , , ' - `1� ,"_! ' MAXIMUM ALLOWABLE !"-__­�,`�,'­ '2 � ,,�, - .4 , FliiIlk 11 -_ DESIGN PRESSURES.- "", �.`11 I), --i_-_ A. ��__:��_' ,6'Si: .01,01 *, � I 5 NOTED IN DESIGN� SCHEDULES DESIGN NOTES: �", , , `1_1 .44 POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED 1 ­ I " , ; � . , - I'DRUSE WITH THIS SYSTEM SHALL BE DETERMINED PER , � 'iI­ ,, S: _Q ?� ,-�,- SEPARATE ENGINEERING IWACCORDANCE WITH THE UiR 'ofll!E NffE;_ , .-. ,e I � EVI I f. , 1 DEI11R.11FT�,,;C`.RES , " r AND.HAP 11 _.,N,.. ,,,, REA', ,+ . S�1, 1609 Of THE FLORIDA BUILD NG CODESHALL BE LESS ;AN ,1 ; `0 -xi - � 1 -. ! OR E�VAU2�1��EETPIOSFTIVESOP NEGATIVE DESIGN ORE VALU �- ,,, - ,- ', Z � I PRES LISTED HEREIN FOR ANY ASENBUf AS SHOWN. ,;� Ill -1 N a .1 Z. , t,j��_ N , O,�i E ! GENERAL 1407FES: i0 �: 5 . 'W � "t ' 1. NIS SPECIFICATION HAS BEEN DE51GNMAND SHALL BE FABRICATED IN - M . ACCORDANCE Wall,THE REQUIREMENTS OFTHE FWAICASUILPINIS CODE ESVENTH EDITION �202N MR USEINGIDEAND OUTSIDELIFTHE 4VHZ REP SZOL TA 2DJAND1031 Sr�llll,.IITII,I*,I,lIAL,L,141,11GI L, a W ,00 AND CONFORM TO A,L_ LOCAL BUILDING DEAN No NTS CH MAI �'PUY- DESIGN CRTTERL4 BEYOND AS STATED HEREIN MAY REQUIRE Ln - ACDrTIONALsrMSP1EC1Rr SEALED ENGINEERING. 2 No 32-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE � ' """" RES HITEMIE'GINE1. .1 RJECCI. FOR THE MOIEC7 . THE ARC N LD SUPERSTRUCTURE WITH W HICH THIS DESIG14 IS USED S HALL Be RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING 5U RFACES TO THIS DESIGN WHICH a - IIHALLIIE1110119,1�� I 1Y,T,1E1.MT7T71GCOMTRA1TOR, III_ - Z: 0 � ji.�ATE SEALED �N.H,�RIN . — .1 A U. EN ORWRTCODEVATTIF ,,ON LOADS EFU` REM 11,4911to EREIN t ENGINERIFOR ACT atN�TOERSPSPVAI'NCSALCCOULATTONSA�; H NT;C TIT . < I- I 5 N MAY BE REQUIREm 5 THE �Srisl OETATLED NSR1Srt4 15 GENERIC AND — NOT PROVIDE �2 1 : .. 1 " , ,� IIIMRMATISN MR A SPECIFIC SETS. MR SITE CONSMONS 0tPFi!KEN`T FROM THE CONDITIONS DETAIL.ED HEALIN, A LICENSED ENGINEER OR RWIFTERED P F ARCHIT SH Li,PREPAPE51TE SPECIFIC DOCUMENTS ORUSEIN JU ONCIA I� , ;CHI _rNUS� 60H DESIGN PRESSURES NMTED`HNREIN MRIE BASED ON MAXIMUM TESTED LI, I � f � �l � 9 I,, J 6 Ir I - I P�ES$VRES DIVIDED 5YA 1.5,�,AFETY FACTOR, " A' I SAIA&A,1,01,1111HUNIE11110TIC 'r a -- i �i A. � 6 9 i OTH EILIVA5WAR IN' Uf AM$ PRADR. D ,,, Or ,R� I CORPOSION-f IT VISE AMNS F16rANT MATERIIIi- AN 0 SHALL COMPLY I E I I� SPECIFICt FOR ALummu ErRUCTERET'SEMON 2.3 My THE ALUM NU -i ASSOOA ION, � � - , , - 'r- ,` � 1 I IJJC,� & ANVAPPLICARLE FEDERAL, STATE, AND/OR LOCAL CODES, � I 8 R Pti-STORM 'AN ,ei.S SMALL 8 , .GAs"'Lr 'O 'Zq" SHALL A, N UPUV 9 STORM PAN, CONIORMTO STHA"ISTRU� NALQ 8i ST,EU —GALVANIZED COAT�143 WITH A t,EINIMU 4 P 4BLIKS1, N HL 6U.AUUMI �: UM N UM ALLOY X: I WNLESSN��NUMEY.TRUSIONSSHALLU�6UO-T6 OTHE VUSE. < it- -1 & BOTTOM OETAII-ESMOWN MAYBE fMRCHANGCDAS REM CONDITIONSbLCTATE. PANELS MAYBE MOUNTED VERTDCALLV OR -I HORTZO 5 APPLIC SLE 1�� C�AULY A T�ANCEDRE�N D HEREIN SHALL BE EMBEDDED TO _J - . . CRNCR _RETE OfIl - ACRECCONr NON , L INSTALL ALL CONCRETE AN CHOFES P ER MAN UFACTUREREL 115COMMENDATIONs, ". THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL I i . 15 I I 1. MEMBERS FROM DISSIMILAR "A 0 REv TEUEC.7WLYS1S. I4. ENGINEER SEAL AFRXED.��70 VTA_JP)ATETSTRUC7U RAL DIESIG14,45 13 I SH Wit ONLY. USE OF THIS SPECIFICATION By CONTRACTOR, BE. BE , ES HARMMSSTHIS IINGUMER FOR ALLCOSTN I !I ;-! 12 9 �NCDLEUMaNII�FIEEkSA 1111— P GtEG ' "". —1-11: — .—ILIN. ­­ NAt— , - - - rATIRICATION,SYSTEM ERECTION, &CONSTRU M-011 PR"`"CES BMQO TNAT I I I �MJCA IS CA UMD FOR BYLOCAL, ,STA`Tf� & "O"AL WEISE . PRO. CEVIATIONS .� THIS ""' 'i - .9 I I& t=EPTASE;�PRES��LYPPbdVIDEDHERM�1,NC-ADDMbfiAL � I RF MRTIFACATTONSOR�Fn ATIONSAREIIETPIODED. 15- ALTErATTCNM UMONS � BE HARXENGS 101N. ­UMENT ' `Y` PERrIlTre AR�NCT bANO U4VAfIOZF­TNrE =TIFICATICIN I�U - 1XZQ1 (I ,E�T��tFLA�1171t�41. I LABEL �Z� .,I!�SL��L ,�&tE4P�%11 li] I . , -- VISIT ECALC.10131M ral $ 11 I "M �.,_F�RR-�-�_N- "'i ::�,_,,,_., IIM, "._�� _�� I _ � , ", 11 �; I _� - I'F- _=m5m��_ . � MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANELS) - TOP MOUNT I 1-IIH!, !� is 71-, - � N, 4 I , I 3 N � j.111 ,� .� -9 � - Z a. 5 � , I �gl i § L35 i -5 :9 I a i � I 5 � �2 . , � , � - g H 4 � A ; It ,� � I __ - -W HIUNI., Ekikknil%r H ar a, D, 7r 2e 2T 2r 1 24, 01, 2C 237 2VI E­ Z b5 a Ir HP.6I,, o" O' T, ?r 2'r 25" 2-1 I 2�r 0` Ze 77" -Ir = N54SIWAADI, 13' 2W It- 31r it' 3W 11 31r It' 33' o JEWRI.t"PT140 24' _Zt_ 24" Z4� 3W AT 5T 29' 48' 2-V AT 30` Sr � 'F* Tiva 2 0 ShId Ar,gh, tWAR M*Url) 22- 2Z- 22- It- 29- SF _T� I j _SF Di,.�t M,Ael, 24' 24" 24' -10' 48' ST 29` ,�WTr 4- ., � 'Ir H-d., or' D" C' 23' 24" 25* 2r - 27-T 7' _iF — 23" 29* � _2. _2E_14� - _.!�._ SEE _� � 1, _L_ swd 2T 2B­ 23. 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EMBED 2� - . ,'�VD NII MIA`, 41 iu­c 48 * EM 52 7. LZ151 %C11 8161, IZ31- 6,0" 5,1�- 12,5'� , &�'' 1,1�; LLT' 'ALIT. 1 O'd 12.5, IZ�T, 4,81' 4 V, 5�2s` �51 .1 " ,� .;� � !2,5" 15 4" 5a'd 6,25" IZ.3'd 4.7'p 4,0'p t5d25' 12�3` 4.7" 4.11 ll I" J,t�%.' �,4'- 6.2 - -i- ,B. �221' 4.7' 4 ..' 1 21" ,12.S� 4 7" s,s-- - a,- __ -1. � - ,,.. � _.rr ANCHOR NOTES: i ANCHOR SCHEDULr.APPLIE5 TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY, EPLANCHOR SCHEDULE RASEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL,& ANCHOR TYPE SELECT DE31GN LOAD GREATER THAN OR EQUAL To NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPANS ELECT CONNECTION TYPE BASED ON APPROPRIAFE MOUNTING CONDITION (SEE MOUNTING DETAILS ON S EST 2 FOR IDENTIFICATION OF CONINDMIGN PIPE). 3. PANEL PASTENFAS�.ARI! STUDS USED IN CON] UNCTION WITH ALL MOUNTING B(TRUSIONS VF`rRACK, STUDDED ANGLE. ETC � USE6.25"O.0 PANEL FASTENER SPACING TABLE VALUES FOR ALL 'H"- AND "U`HE�DERS (INCLUDING BUILDOU7 CONCITTIONS) 4 ANCHORS SHALL BE INSTALLEDIN ACCORDANCE WTTH MANUFA�TUFL�.RS'RECC)MMLNiIATit)NE, 5 HOLLOW LOCK HQSTF5TRUCT]VRe5HALL CONFORM TO ASTTM C90 BLOCK. 6: MINIMUMBEM$EDMENT SHALL BE AS NCFFED IN ANCHOR SCII-FOULE, 13. CONCREE ANCHORS NOTED HEI�EINSHALI_ BE EMBEDDED TO UN,CRACIGD CONCRETE ONLY 9� WHERE EXISTING STRUCTURE I' WOOD FRAMING, EXISTI NG CONDITIONS MAY VARY, FIELD V RIFY THAT FASTENERS ARE INTOArEquATE WOOD FRAMRNG MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE--. 10. WHERE ANCHOR3 FASTtN TO NARROW FACE OF MUD FRAMINC, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4" (MIPL) W STUD ' .'EDGE DISTANCE IS ACCEPTABLE FOP. WOOD 4/ DOD ' FRAMING), WOOD STUD SHALLBF'NSCUTHEPUN PINE- G-0.55 OP. GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD, I REMC7VA5LE ANCHORS ARE DEDAIALT PANELMA75, ALL -POINTS SOLID-517 & BRASS BUSHING 2 MA ,,� CHrNESIZREW5SHAU_ HAVE If2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD PDEWA� BOLT) UA.0 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLIJOES STUCCO OP. OTHER WALL FINISHES. IC 11111111111 DESIGNATES ANCHOR CON0111ONS WHICH ARE NOT ACCEPTABLE USES, I 5 * DIRECT MOUNTING CONDITIONS- L 6 LINEAR INTERPCLATION IS NOT PIERKMED " USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET 6:�) �� -11 I .�,,�l".�6�1.11,11,1111,i.11,111. " 1'�111 - - I 11 _.Z:_� '_ ,��_' _,#i , �t� 1��v 'Ca!V . I I 1.0 r4 11 � ,* �1 I � .W �. 9 I �� ,lx Imi I � , p2 —Jei 11A.111 - 9 ill �: �. I � ­. 'IR .t . . 't" 11 11 0 Z I < D �, ,4 �20g 61�j �2_14� ,- 5 '6 11 ffl , 1; W) I . b I a 1, I �- �;� , a 8 t � I 9 �2 2 LU 2 x < :� <� I i _§_J (1) Q) = U) ­0 —00 > 0 (1) = -1I.-A E 0 =3 (1) L_ (1) L_ 0�. 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