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Home My WebLink About36445 Well Hill WayMIM911PRIN i r r AB orkB. Anchor Bolt ABV or Abv. Above AC or AIC Air -Conditioner ADJ1 or ADJ. Adjustable AFF or A. F. F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or CIJ Control Joint CLG or CIg. Ceiling CMU Concrete Masonry Unit GOFF 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 Comenlitious 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 ELEG 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. Fir. Finished Floor ABBREVIATIONS 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 FIR DR French Door FRT Front FT or Ft Foott Feet FTG or Ftg. Footing FXD GIL 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 KANALL or KIWall Kneewall KS or K.S. Knee Space LAUN or Latin. 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 ONG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or 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 REG or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SO or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr- Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine T13 TowelBar 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 LIC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tubishower) VB Vanity Base VERT or Vert. Vertical VL or V. L. Versalam VTR or VTE Vent through Roof / Exterior Worw Washer Worw/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) Wl) or Wd Wood WOW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener VWVF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESERIPTION 04/25/12 1.00 NEW BASE PLAN 06/25/12 2.00 GRADE BEAM FOUNDATION 08/26/15 3.00 2015 NEW CODE UPDATE REV. 06.23.22 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. 12/19/20 5.00 FBC 2020 CODE UPDATE Lm 17= INI ISI J% 1748M 1525 INDEX OF DRAWINGS I SHEET DESCRIPTION I SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN C14 =1 > 1.2 SECOND FLOOR PLAN -am 04 2 EXTERIOR ELEVATIONS 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 S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCTAPPROVALNUMBERS PA1.1 PRODUCTAPPROVALNUMBERS PA1.2 PRODUCTAPPROVAL 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 I 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 FIBCR (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 EOR 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 EOR 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. co CD ca W'= :I,. Lu"J 3 0 2:L-- CP CJ C�4 co cc C' C= IJ .5 cc tj a) cc C) 'U VVIV �s dA 5 X, F LD' PE SSIO'�41� o\;$l 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 Ediflon. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 91 W E 0 C14 d) .000 r, rZ �2 04 0 IL aC') Z 0 M c: C'4 to w :3 0 1,- co CP u L co Ln ce) < n 04 < L) Z U U) 0 a cl- 13 0 ax (D5 FE U :9 0 V) cg� S 21 U) (L-L') LU M C) 0 01- (n < *� Z Z < U- E Z < R E uJ 00 Z E < 0 �. 0 - % �Z w Z (D 0 L4 Z co C: M 0 FF 50 Z Z 0 Z < 0 0 O� C:) C L6 0 M LO LO < CT cc 0 3: M— 9ri�- U C) LO C') (3) 04 L-0 04 L0 C:) Lo ICT Q T- U-) E M T— CY) T- LO Z E E 0 0 -J M a JOB — NO: 23-06105 SCALE : AS NOTED SHEET NO. C S ;2 M 40 19 CL E E :L .4 .0 i6 E-. MR1 M M Ll -1-i I KITCHEN 0. BATH 11 KITCHEN BATHROOM 2 6C I INTERIOR DETAILS SCALE: 114" = V-0" VENEER KEY PLAN SCALE: 1/4 "=11'4' NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2- LESS THAN CABINETS BELOW MIRROR VARIES Lu MED CINE CABINET U. Ob COY Cn M 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL 60 TOILET PAPER HOLDER SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD 0- 0 z SINGLE TOWEL BAR IN ROD TUB OR SHWR. SHWR. VALVES Lu &D 9 &; SOAP DISH U) TTOU 7B KITCHEN POWDER BATH C14 5 ;I Lr. 1'-4"X1'4" "L' SHAPE CMU COLUMN -------------- A Sri E A I LANAI 1 V-13" FLAT CLG. A.F.F. G T. 9 9 zo AC PAD 11Y.O., 131-0" Z-01' 1 (D HB 4h 35 SH 6068 - - --- - q wt= DINING T NOOK 7 8'-8" FLAT CLG. 8'-8" FLAT C LG. 00 CARPET TILE 9 13'-2" 4 24" 2'-8" V-0" a._1 1. U) L LO 04 - - - - - - - - - - - - 2x6 WALL M 2068 D.W. Cl) FAMILY LO BF. LL 8'-8" FLAT CLG. SINK 00 CARPET wt DISP KITCHEN C14 L TYP. @ 1 8'-8" FLAT CLG. 2 STORY TILE t LU- I C"! C'4 U? Z TYP. @ (3),!x4 #2 SPF STUDS W/ 2 STORY UST HTT16 @ BASE u_ I - Ui UNMER FG1 TRUSS Orr �1 31-111 11 2' k" 42" HIGH 1/2 ALT AC PAD WALL W1 1x CAP 9 U) 4'-l' o. T-1" 7 1# 4'-8- T-4" 3' 19 U) CN \-PLUMBING LINE Cl) TO SECOND FLOOR PW TP 9 _1 '-8" FLAT CLG. 60 (3) 2x4 #2 SPF UF I TILE 10" 0" 1 26P8 PF. I U) STUDS W/ USP OPEN TO ABV.,, D HTT`16@13ASE-� S3 1 2 1 4�il 51 61 17 41 01 111211311 1151 286 8 E EDGE OF SLAB Wft- I I I I I It 11 11 11 .1 - . I _=111111111111"...."."! C.. 2868 J0100- 100- 2" BEYOND W. FOYE-R WALL -8'-8"FLATCLG. Q H2 S4 C W.H. LU - TILE W z S3 MOX 4'-l" 111-11 2'-8 T-110" op 64" >- Lu G) BUILDER TO PROVIDE LL 0 cr 9 g MAN 0 -4-NOTE: FINISHED WALLS APPLIANCE PROTECTION w 0 =) > TO BE FLUSH. FIELD WHEN REQUIRED PER FB Cj VERIFY. Z LU su*�z 0 Z ATTIC A_(:�CESS __1 i 9 _J 0 ENT Y L -ij 0 < 1 8'-8" F CLG. LL A 0 LU W __1 > Lu 04 G.T. 1, 2'-4" -G-ARAGE ----- - - - - - - - 7-- ("A '��3� U) I 8'-8" FLAT CLG. A.F.F. I I TYP. @ I SINGLE 7 STORY K S4 TYP @ HB GARAGE cl) 0 16070 OVERHEAD DOOR- LE J J J J _� 42"H UPPER CABINETS - 36"H UPPER CABINETS - 30" H UPPER 16" FOR LINEN CABINETS - 12" FOR PANTRY OVERHANGS THAT EXCEED12"MAY REQUIRE A SUPPORT cr BRACKET 36" H BASE 0 0 FINISHED CABINETS- COUNTER TOP 30" H BASE CABINETS - 0 IL IL2:4 0 2x ;P &D FRAMING- 112"GYP N BOARD - ------- 60 .0 BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY SHELVING ISLANDCOUNTER CABINETBILOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 0 11-101, WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX25i S.H. 13 20 X 38 J 184X37i S.H. 14 20 X 501 18J X 50 S.H. 15 20 X 63 184X62i S.H. 16 20 X 72 18 J X 71 J S.H. 11-12 27 1/4 X 26 26X254 S.H. 1143 27 1/4 X 38 J 26 x 37 1 S.H. 1H4 H. 1H5 27JX63 26 X 62 1/2 S.H. 1H6 27JX 72 26 X 71 1/2 S.H. 22 37JX26 36JX25 1/2 S.H. 23 37JX38i 36 J X 37 3/4 S.H. 24 37JX50i 36JX50 S.H. 25 37 J X 63 36JX62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 73JWIDE S.H. 32 54 X 26 52JX254 S.H. 33 54 X 38 J 524X37i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 524X624 S.H. 36 54 X 72 524X714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS <@>(2) - 2X6 #2 SYP W/ 1/2' FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4' X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVIL 2.OE Fb=2950 <@>(2) - 13/4" X 16" LVIL 2.OE Fb=2950 (2) - 13/4' X 7 1/4" LVL 2.OE Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow QIS4. See Plan for 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" 1" �A +29.7 -32.2 B +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE SN SHEET SEE SN SHEET NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE"WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 FIRST FLOOR PLAN - B. SCALE: X"=V-0" R302.5 Dwelling/Garage Open ing/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17. 1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated Within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above f1r. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND I I I I I I = MASONRY HGT. @ 8'-8" A.F.F. �� TYP. 2x FRAME WALL 1100 0000000, 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 SECOND FLOOR LIVING AREA 721 S. F. 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EA GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C-4 co C� _J C* 2 -2c 2 4A CL.= E 35 I_ CD < Ile L_ C) X '?OFESWO'�* To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E C> M 8 cc, 0 04 - ol 0 JJ3 "20 6N 0 'u, L� LL. L 0 z -d y z = 8 0 M C 2 M 0 s Cr i:S :e �; LIJ = M C� M M 05 z Z 00 d Lu L0 U unL0 04 z Cl) W) C11 0 U 4-1 LLJ 0 L', V) 01- ED E < CIA CM C"> LL_ E zo 1� -0 > zM < E 8 'z K, 0� 9 6 E < 00 0 C,0 0 Xz W z CA> C < 0 1, OM Z, z G) z 0z W C) X. 0 z <.- > �. 0, cl-> Ir W, 0 . < 0 .2 C) X 0 03 (D C0 U") Cr U) L0 0 ca 0 L,0 0) N C%4 LO U) 0 14" C'4 < E CY) CY) LO 0 M z :3 E EL _J < (D _J JOB NO: 23-06105 SCALE AS NOTED SHEE717 NO. Im 15, X) r10 19 Q CL E E 15 '4 4, STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" 42"KNEEWALL (16) RISERS AT 7 -9/16" WITH 1x8 CAP 10" TREADS w/ 3/4" NOSINJ & CASING USP MP3 CLIP EA. 3/4" PLYWOOD STRINGER TO BEAM/ DECKING FLOOR SYSTEM TYP. FLOOR SYSTEM '4 13,, 12,- 1 42" KNEE WALL WITH 9-� 1x8 CAP & CASING ;o STORAGE 8 B UNDER 36"H. CONT. 7' 00 STAIRS GRASPABLE IxTREAD RAILING (TYP.) 1x RISERS I x8 CAP & (TYP.) -- CASING 00 3 2x FRAMED - 2x FRAMED (3) 2x1 2 WALL WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK /A W/(2)- 114"A 3 1/2- TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION_ SCALE: 1/4" = V-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Wnder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors orf stairways shell have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handralls: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade be4ow at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. � SEE PLAN FOR LANDING DEPTH el 11 MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2xl STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMIN( (2) 2x HDR. REQ'D @ ENI LANDING FOF STRINGERS - CONNECTTC PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR 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 SIC - IN - 'A V- 1N I V- CONT. HANDRAIL RETURN TO. WALL DETAIL. B SCALE: NTS 9 F- Sim. w/ (1) MSTAM36 FLAT STRAP OWNER'S SUITE 8'-0" FLAT CLG. CARPET G.T. CHASE 12' 5'.4" d T-5" 1 DA<H1 D2 TYP. @ a 25 SH C CONERS 2X6 WALL VtF 60" X 36" TB SHOWER to 0 -1 M FIBERGLASS 34; SURROUND V-5" Itco TP T-4" N 0. BA1 .7 2668 8'-O"FLATC.C. TILE !t� � 2068 Erl. BF 0 4 H r- - - 2f 1R&S r AZC1E&!j..J W C? 4'1 IC 8'-0" FLAT CLG cf) :2068 CO CARPET fr 0 TILE TO 7' A.F.F. BEDROOM 3 ej I "I IIIIIIII I 8'-0" FLAT CLG. 1 4SH CARPET - u Co 1(0 C9 - 8'-0" F CIL ;t .0 00 (D *a I Cr 2468 TILE TB 9 LO BF T-T' 5. L T-0- -9. Cl) <&2: uJ G.T. 2668 A 0 un X U-) 0 C14 LU '*6'-7" 10,41, Z4.. L ce) 2668 4'-2- 4) W. u- + 10 9 42- HIGH 1/2 'a 00 I u- (D -J I; WALL W/ 1x a D. < 3.1 -, N , I F-<) CAP LO I Cl) 1 1 00 i i C11, 1 IDN LLJ cr X 1 2 3 I 41 �51 6 1 8 91,011111121131141 15!16! 24 SH^ > < 4 ) ul 2'1 LO 8.-0. 0 T-8" 1 I 4068 BF ----------- I I I BEDROOM 2 0 Ca 8'-0" FLAT CLG. fri I 1 CARPET 22 1 I 4068 BFop - - - - - - - - - -- 4 1 25 SH EGRESS 80 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 111-01, L 14' ,, OH1 F, (16) 3 �2 Sim. w/ (1) MSTAM36 FLAT STRAP /�-i � TYP. ,, OH1 Cn 3 Sim. wl (1) MSTAM36 FLAT STRAP HANSON BOX @ 36" A. F.F. DRYER VENT OOF. LAUN 8'-0" FLAT CLG. -TILE 140(' IRFV 10 1 90 (AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-101" 2x4 SYP #2 16" O.C. SPF #2 9.-011 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN V-17, THEN AT EACH EXTERIOR CORNER WITHIN THE 4-V END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16' D.C. OR SINGLE STUDS @ 12' D.C.- THIS IS ONL Y USED MTH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX254 S.H. 13 20 X 38J 18JX37i S.H. 14 20 X 501 18JX 50 S.H. 15 20 X 63 18JX621 S.H. 16 20 X 72 18 J X 71 J S.H. 11112 27 1/4 X 26 26X254 S. H. 1H3 27 1/4 X 38 26 x 37 1 S.H. 1H4 27JX50i 26 x 50 S. H. lH5 27JX63 26 X 62 1/2 S. H. 1H6 27 J X 72 26 X 71 1/2 S. H. 22 37JX26 36JX25 1/2 S.H. 23 37 J X 38 36 J X 37 3/4 S. H. 24 37 J X 50 J 36JX 50 S. H. 25 37JX 63 36 J X 62 1/2 S. H. 26 37JX 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S.H. 32 54 X 26 52 J X 25 J S. H. 33 54 X 381 52J X 37 J S. H. 34 54 X 501 52 JX 50 S. H. 35 54 X 63 524X624 S. H. 36 54 X 72 52 J X 71 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2' FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2XII 2 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 13/4- X 11 1 /4 LVIL 2.OE Fb=2950 (2) - 1314- X 9 1/4' LVIL 2.OE Fb=2950 <e>(2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4' LVL 2.OE Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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" +29.7 -32.2 (b +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 If -29.1 +26.6 If -33.5 SEE SN SHEET 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 SECOND FLOOR PLAN - B SCALE: Y4"=1'-0" Cieneral Notes R302.5 Dwelling/Garage Open ing/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (11829 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 (1102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL EZL�� BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA 721 S.F. 807 S.F. TOTAL GARAGE LANAI ENTRY 1528 S.F. 397 S.F. 60 S.F. 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACEU EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE, GARAGE SEPARATION (GARAGE I LIVING) R-11/R-13 KRAFTFACED1 C" C* CD =31 CL C= CL Cr2 to C-� C11 cc CM C.4 Cr Cc CP 4J CD cr- 2 P., *,�kcl tv \�SE CVO < :_z 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. 0 W E 0 m 8 0 C� N 0 0 .0 V M LL LL u! W -X 13 i flp-t- 9 0 0 C) t Z 00 0 , - '< ILW LL N a Z L) cc W 171 < V) C1 CD 2 0M 4-1 C-A.) u- LU 41- U - :9 0 C> AOL A LLJ Ln CO E Q d C,3 Z LL- Z M E 0 < E C, 20 "0 Z E 0 0, �z t < 0 W � �Ll Cn Z < 0. 12 .0 I 0 .0 0� �z W 2. 0 Z Z 15 0 W co 0 GO '0 I '0 Z Tr - O.-F 5 4 0 C-1. L 5 U 0. 0 .2 E2 C) 0 U') LO Cr co U) 3: LO 0 0 LO 04 CN LO L0 0 It Q It U) CID E M 211 CY) E T- �; IUD Z Z E T- U) E 0 V 0 JOB NO: 23-06105 SCALE : AS NOTED SHEIFT NO. 1.2 cm M �0 .4 Q 7; M 19 Q -4 -5r E E 0 .2 q .4 :'4 -S T.O.P. FIN. FLR. T. 0. M. FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 ��5.9 HD- - - - - - - - - - - - - - - - - - - - - - — - -- - - - - - - - - - - - - - - - HGT. Ci FLASHING _,\�v 12 25 SH 25 SH --------------------------------- ---------------------------- CJ / WEEP FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS Z"R 5'-0" RIDGE VENT - - - — — — — — — — — — HDR. EXTERIOR PLASTER ON FRAME EXTERIOR PLASTER Ci 9 ON FRAME FLASHING-\,, 12 FLASHING 25 SH - - - - - - - - - - - -- a 12 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------- ----------------------------------------------- --r— CJ / WEEP HDR. - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - HDR. 'HGT. 00 --TEXTURED ;0 r- F- CEMENTITIOUS CD FINISH ON CMU N 35 SH 25 SH 25 SH FIN. FLR.� — ----- 4---1 -- - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - 80 T.O.P. F- FIN. FLR. 6068 SGD REAR ELEVATION - B SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER 12 MANUFACTURER 5.9 SPECIFICATIONS FEI I L-11 00 00 as M. FLASHING 12 4 2 2%.� 1.1 &J (D ELEVATION - DETAILS 7 Ird I ffl__� 101, Cq, zl�, N LA"L 6" 2"J 2" (D--yu—T EXTERIOR PLASTER ON FRAME 00 RAISE BANDS OR FOAM PER COMMUNITY SPECS T.O.P. LEFT ELEVATION - B SCALE: 1/4" = 1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 4'OFF RIDGE VENT 6-0" RIDGE VENT 12 5.9 77 EXTERIOR PLASTER ON FRAME 11 1 Ci Ci T.O.P. -1 00 FIN. TEXTURED CEMENTITIOUS FINISH ON CMU -25 SH FLASHING FIN. FLR. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CY T.O.M. - - - - - - - - - - - - - - - --- - - - - - - - - - - ------ — - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - ----------------- CJ / WEEP CJ / WEEP CJ WEEP HDR. ME] 7Z� U �_TEXTURED 00 CEMENTITIOUS 00 E:1 E] El El E] El El FINISH ON CMU TEXTURED OP 1113 SH F_ CEMENTITIOUS El E:]E:l El E]E] EID FINISH ON CMU - EQ� FIN. FLR. FRONT ELEVATION - B. SCALE: 1/4" = T-O" FIN. FLR. 12 _'ZZ::�]4 RIGHT ELEVATION - B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF 0 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. Lxtenor uovering 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 C1 063 or C1787, or as otherwise approved. (Refer to sheet SNI for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"-l" 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 C1 063. 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 C1 063 & ASTM C1 861. R703.7.2 Plaster. Plastering with cement piaster 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, ement 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-Resisfive 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 ISIS or greater for proper joint expansion and contraction, ASTM C1 281, 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) CE. cc C..') C-4 LA- 2 CJ ca CP M UD tj < To the best of the Engineers knowledge, inforrination and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portioris of the drawing pages bearing Engineers signature and seal. E 8 cm, 04 6 CM 2 �; OD 0 cc Lo 00 C:nl t- 1Z V 04 0 Ml u_ Co u_ . CULI WL 52 M :12 0 C� 0a: 00 IL Z U.) Z ILW Z 0 (0 W 013 0 2 v 00 g �CD C� 73 A L_U E '0 < Z� C�, E Z_ '0 .- Z E 8 'Z Zo C, W cl, E 0 U 0 0 Z t -0 E WX M0 �w Z Z -j Zo 0 W �Z W. Z MJ 0 M 0 co CIO U) 0 4-J 0 C) LO c) 04 04 LO Lr) CD Ln 6 E (a Z11 CY) T 0 Z E 42) M E 0 0 _J < JOB NO: 23-06105 SCALE : AS NOTED SHEET NO. 2 4 4 5 4 5 4 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. AJI 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. AJI 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 LIL 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 LIL 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 ANSULIL 2034, standard for single and multiple station CO alarms or LIL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6'of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY 14:�' r�� DUPLEX CONVENIENCE OUTLET I '-�' P�fF DUPLEX OUTLET ABOVE COUNTER w. WEATHERPROOF DUPLEX OUTLET 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 6. _?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH 3::� CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE 4-P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) PCH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN 4( CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR /7_"�� & OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 0 #14 to lights& outlets NEMA 1 11 #12 to appliances and GFI 150AMPI 200AMP 0 #10toWH 00 #8 to Range 10 #6 to HVAC .-7RT n m 200 amp 150 amp UNDERGROUND ID1s SERVICE BY POWER CO. INTERSYSTEM BONDING TERMINATION PER 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17,250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/LITILITY COMPANY. 111— 1.5" VTR < 14 PLUMBING RISER SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FOR DISPOSAL DEDICATED RECEPTACL FOR MICRO\ RANGE HOC PER SPECS L OPTIONAL LIGHTING SCALE: Y4"=l'-O" — — — — — — — — — -- ROUGH-IN FOR I I OPT. CLG. FAN/ LIGHT PRE -WIRE BEDROOM 2 L- — — — — — — — — — - 4 dhEP L--------------------------------------- j 0 AC PAD WP _10 GFI Disc. DINING FAMILY 5'-8" ROUGH -IN FO R OPT. CLG. FAIN) DEDICATED LIGHT PRE -WIRE RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 1000, 0- C') KO?PEN I [---,�'ITOLI HTS I I I IAND SWITCH I TO ABV. I I I IABOVE I I I 1 11 111 11 FOYER GFI �GF @ 44" A.F.F. IDB I 0 14 4, JENTRY LlGi�r AS PER SYECS T PC E E --------------- LANAI \\Wl ROUGH -IN FOF4 'L -r OPT. CLG. FA�/ GHT PRE-Wf RE IWP 1 GFI 0 L Im M W T�' — '.- PENDP.NT PER SPEC GFII 3 F1 LG F G I I I IL El I ITCHEN GARAGE LIGHT AS PER SPECS WD. I ' ,G W.H. _j Z LU 0Z �g (5 0 U. Fr 0 LU LU _j > LLJ GARAGE DOOR GFI Ir ------------ GARAGE -------------- I I I I I I I M 9 IRRIGATION GFI @ 44-1 A.F.F.1 -------------------- V 0 ------------------------------- COACH LIGHTS OR PREWIRE AS PER SPECS ELECTRICAL PLANS SCALE: Y4"=l'-O" 0 E E E SWITCH FOR DISPOSAL IN CABINET r===zi Ilf I I ALT 11 AC PAD I I I L=====J WP GFI Disc. W — P R. W 2- 0 Cr W U_ � a R L) W 0 > _5 co C=11, CD 0-r- 6a =- 9-2 Cc r_� C-A -0 U_ 0- C-4 W cm cc 'j, C"> C=� C-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 engineedng portions of the drawing pages bearing Engineers signature and seal. 0 W E 'an C'j 0 C14 8 04 0) 6 5 .0 00 LL Cn P� —0 LL ui C\l C� o. 0. _j LL. Z 0 0 :2 C� 0 Z W Z IL IL OD Lu Z� 0 L0 C4) Z a (14 < L) co 17� F- 0 2 V (1)(0 u_ LLJ 0 V) LLJ U) C) LU E ce� Z� E Z <� 0 F— E Z 0 U 0 0 �O Cn - 1� 0.1 0 "OH, Z 8 g 8 M 0 U IN (A) C3 Z M Mj Cn M 0 0 0 M 0 co LO LO W LO 0 C) LO c) CY) 04 Lf) LO LO CD N41 Q T_ E > CY) CY) W LO 0 M Z o E T_ CL E 0 0 _j cc < JOB NO: 23-06105 SCALE : AS NOTED SHEET NO. 3 .. �L — 1— -'J.- A I � A. .! i �. . .. . L- L- -I.. A � - J1111-111 "-a- - - ---- - - - --- - --- 1- - - I - - .1 1 - -- - k - - - -L- - - � - - - - - -- — --- - -- -- . L I - - -- I -- . LU �5 Cn CN r 4 4 j + 5.912 SLOPE U� cli + 4-12 SLOPE 4:12 SLOPE 46 L\ W ZONE-3 ATTIC SPACE 860 SQ. FT. LU as Cq dri Ui 151 S—. cunj U-; ZONE-1 ATTIC SPACE 288 SQ. FT. + 4:12 SLOPE LLJ 0 E?U;kr 1/10 + 5.912 SLOPE 5.912 M04 LU LU LU S 9 1 Fr E? I L i I ff 85 9 4:12 SLOPE ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 1.0 Floor 288 276 39 138 10 69 138.0 0.0 138.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 �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-B SCALE: Y4"=1'-O" C111, C� C= ui� COL.- OMC= In c, cc 5 BE 0 to CC tz Vk?, 0 WAj % UA tj %A 0 "n 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 structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W 1- 8 E '9 M C'j C� Cb 'og 0 QC0> C to , 0 $ C11 00 C-" -! `� a; M - LL M LL LL 0. LL CL 0 0 CP (0 Z C'4 LML 7 10-- a < 0 3 z ;ir cl eq c) < CL V U 0 CN �ID Ln (10 U) LU as 0- < 0 c=� z LL- 0 E 0 E 0 0 cD E 0 00 0 �z co C C 0 Z� z 3 !:-; I .0 - M. C" zz �O 0 z W M % Z�3 z X 0 cl� 0. Y1 < 0 .2 2 C) M 0 CU LO =3 LO Ir- T— >% 07 Cc a. t U) .2 CN Ln M 0 C) LO W -0 C') CN 04 Lo LO .0 W) 0 14, Q 7- < Lo E cc CY) T- L 6i '�5 6 z E to E 0- 0 1 0 :� JOB NO: 23-06105 SCALE : AS NOTED SHEET NO. 4 --I i __kA_ A- &L WWF PLACED IN —1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU LU U) CIL CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" CONTINUOUS REINF. SEE FND. FOR QUANTITY 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 wl min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 151-0" 25'-0" 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. — 101-011 T-41' L 2'-0" x 2'-0" x 1 '-0" W/ (3) #5's E.W. 9 6-21' 6'-2" 6'- 0" 1-8111 �0 1 C? oil TYP. @ 1 2 STORY t__ Z-8-1 le 41 I S6 ' 0 4111 U.N.O. 0? — — — — — — — — — — — — M I PROVIDE 1-1/2" RECESS S3 FOR SGD DOOR. REFER INDIGA rES FILLED CELL w/3000 PSI 9 TO MASON'S SCOPE CON 1 GROUT FROM FTR. TO BEAM FOR WIDTH HVAC CHASE w/ IIA5 REBAR VERT. ABOVE SLAB. 9 BASED ON TYPI -1AL @ ALL PLACES SHOWN LOCATION HOO<qD F-G. DOWELS 17 EMBEDMENT W/ 25" EXT. ABOVE SLAB I -A "GR/ DE 40 STEEL" 6'-4" CD 2'-6" 41-2H F 7 L _j TY P. @ TV6 @ Y 2STORY 60 2STORY U.N.O. 9 -3 00 0'-O'o EL le FIN CONC. SIAB 9 3-1/2" MIN. 3000 PSI C� PLUMBING 1.2'-8 1. r — — — 71 )I CONIC. SLAB FOR STACK 7 CIFZLT HERNANDO COUNTY 11 ACPAD11 9 ONLY 3-1/2" MIN. 2500 U L-L — 9 TL 1 -1 PSI CONC. SLAB OVER CD _J 6 MIL VISQUEEN —STUB UP TO VAPOR BARRIER C.j. I 2ND FLOOR FOR A/C 9 2'-6" x 2'-6" x STUB UP TO To 60 1 '-0" W/ (3) 2ND FLOOR OR #5's E.W. FOR A/C _j N 47� ;0.. 9'-8" Z-811 6-10' .1 i ' 1 , z 1 W.HVI 0 1- 8 9 -1 to -:9- 1 3 1/2" _C0 Z=1 M �3 Uj z 2 0 x Cn 10 C14 U_ L — — — — L 0 BUILDE T-8'l P: LU 0? < 0 �0 PROVIDE _j Z UJ APPLIANCE 0 Z < PROTECTION �- 0- Fx d =� LU 0 =) > PROVIDE 1/2" x 9 1/2' Z 0 1- RECESS FOR FRT. DOOR TOP OF CONC./ < PAVER TO BE 4" WHEN REQUIRED 0 _j U) 0 0 tl"L�Typ < �L BELOW FIN. FLR. PER FBC 00 u_ S3 j u_ ki 0: LU LU _j >_ = a z > Uj 0 S3 I- I- U) 0 2'-6" x 2'-6" x 1 '41 0 C� u_ I L '-01' W/ (3) #5's E.W. 2'-0" x Z-O" x 1 W/ (3) #5's E.W. C.j. U*) cr- Z 0 1- T"' TYP. @ co 0 SINGLE (2) #5 VERTI ALS LO 0 u_ STORY 2'-6" x 2'-6" i,-o,, W/IN FILLED CELL x a) W/ (3) #5's E S3 TB 9 10 9 'y �1) 4 4 4 4 21-01' x 2'-0" x 1 I-0ol W/ (3) #5's E.W. 161-8" 11-6" A&- 41 64" 16-0" 11-10,11 25'-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 FOUNDATION PLAN SCALE: Y4"=V-0" C%j iz CV2,4 __j 4j VA- C-11) r ca t-A CQ am �0`4 It W- C36. ca C= CA Co Ca (n P. 0 .4c co ca CP =1 U CM C:6 CC 0 C5- 5 0 4v r CN A C=), 4 To the best of the Engineers knowiedge, information and Wit the structural plans and specifications containedwithin 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 seat. 0 W E 2 csi 8 04 6 C _j 0 20 1 5 LL C30 r- W 04 0 CL I -C, D -] x M LL z 0. 2 & .Ri C� W W 0 Lu C1) z 0 IL 13 N < 0 Go z 6 3 1 W I — CD C') !R < C1 0 4-J 0 LLt V) Of (711 V) LU Of < C1, C".) z 199 z ce:F E 0 g E E 0 x W 00 0 z �O �z C', 10 z M wo 0 Cf.) z CS so g Cl> Luk z < 3r M LO LO < M EL 0 U) 0 3: N L0 Ile— 4-1 C) L0 a) CN C'4 Lf) Ul) LO 0 T_ < 4i E CY) CIO LO 0 z z E E M (L 0 M 1 0 0 1 3 JOB NO: 23-06105 SCALE : AS NOTED SHEEr NO. 5 RSI ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) MPH AND SPEED (ALLOWABLE) � INN' MPH XPOSURE CA EGORY rrrrr'Tfttr WIND PRESSURE AND SUCTION 1PSF1 WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEEM 1-1 VALUE DENOTES SUCTION [4:12]-[12:121 a=4ft AREA ROOF I I 2e 2n zr a 3e or 10 HIP -35.94 -49.57 -49.57 -49.57 -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSR"1 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" D.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE Y16" EXP. 1 (24/16) orl%2" EXP. 1 (32/16) 1LL 1%2" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED %A11TW ACTRA ciRp o4zo4z_nz in,4 � n v4l"l KIA11 Q rND ACTRA r14UZ7 04Z0Q_nA 11- � v3n-i KIA11 Q 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" D.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 3 r 1 4 I a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" I B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2' E META20 1450 7 - 1 Od x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Old x 1 1/2"& 8-1 Od 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) 1 0dx1 -1 /2" HTT5 5795 5/8' ANCH. /(26) 1 Od x1 -1 /2 K HID313 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" X21/2"SDSWOOD SCREWS & (1) 5/8' ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5w/(10)1/4' x2l/2"SDSWOOD SCREWS & (1) 5/8- ATIR N LUS26 1165/1060 1005/915 8 - 10d x 3" JUS26 1000/1080** 8 - 10d P HUS26 1320/3235 1335/2820 20 - 16d x 3 1/2" HUS26 2035/3400 (20)16d x 3-1/2" Q HUS28 1760/4095 1720/3125 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d - 1 6d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1 Old x 1-1 /2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8"ATR EPDXIED W/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4"x 3" SIDS SCREWS & (8) 3/8"x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8"ATR w/ 12" EMBED W/ SIMPSON"SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 14060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 31 00-M 4520-F 131 00-M 3800-F IW/ (32) 16D SINKERS & —IF (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" Spi 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d I SPT24 1090 1 12 - 10d HCP2 590 1 555 1 12-1 Od x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1 /2" MINIMUM 3"MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET"OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REC'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREAS & 24" OC FOR CARPET AREA'S DROP HIP DETAIL. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (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 (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 F STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS r5fr1102 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-O"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAIL9 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 FILY ARRIER 2 P C&Y CA _j NT ffi�ER E SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-B SCALE: X"=V-0" CO. s p. Uj e -5 = ca. C_ CZ C., co �114 W- C3- M CIZA ta g :34 CL. C, CD cc ca .= ,0 cc CD 0 W viz, Zlz �r.0 A -N A 0 C=, C�, 00\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beahng Engines a signature and seal. 0 W Cv E 0 n 8 04 C� '1) 0 C 0 04 0 s 7� - U'Ll Z 13 11 Co u- 2 'd — Uj 'Fa q 0, - 9439G E � 0 W wo M C 7.) M LL02 Z IL co 6 to Z� z C14 Cl) _j d L) CD < C14 C1 CXV, C/i U 0 V) 12:� 04 U3 E 2a 8 0 co < min co C"I Cl> z< z --I Lj- E -0 E _ 0 z z 0 a C, 8D E 20 5z . 0, < '6 U 0 0 � 0, zCO M t z 0 x 2 z z< 0 0 Z, z q 0 < 8 'M < 0 'Q go Z 0 C_; 01? .Z wk 0 z E x 0 6 3: 0 C:) 0 M LC) LO co 101— U) 2 3: 0 C) LO W c) 3: 0) N C-4 Lo U') L0 0 19T C\1 < LO E0 M :3 L0 z E E to 2 M 0 0 < _j JOB NO: 23-06105 SCALE : AS NOTED SHEEr NO. 6.1 :ell Zr 4 4 4 4 4 I L— — — — — — — — — — — — — — — — — — — — — — — — — 'P. @ HIP )RNERS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft VIND SPEED (ULTIMATE) 140.0 M XPOSURE CATEGORY C VIND SPEED (ALLOWABLE) 108.4 EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE ISQ FEEn (-I VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft mmrm ROOF I 4e 2n 4r a ae air HIP' -35.94 -49.57 -49.57 -49.57 10 _7 rGABLE -38.22 -38.22 -60.99 -60.99 60.99+78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 e%) or 1Y32" EXP. 1 (32/16) 1ILL 1%2" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %"x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED %AI[TW AQTRA r:`1AA7 P4Z0Q_A'2 1AA � A 111-1 KJAII Q r1D AQTRA C71=7 DQD(2_ Q. 113n.% KIA11 42 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER RAFTER W/ BLOCKING @ 16" D.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEGO [4:12]-[12:12) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. P0 CONNEC;TOR ; CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META 12 1420 9 - 1 Od x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) IM T (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" PT16A 1020 1160 9 - 1 Od x 1 1/2"& 8-1 Od 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 x1-1/2 K HD3B 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8' DIA. BOLTS L VGT R/L 2225 1600 w/ 0 6) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X21/2"SDSWOOD SCREWS & (1) 5/8' ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4' x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR — N LUS26 1165/1060 1005/915" 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 1335/2820 20 - 16d x 3 1/2' HUS26 2035/3400 (20)16d x 3-1/2" Q HUS28 1760/4095 1720/3125 30 - 16d x 3 1/2' HUS28 2950/5090 — 30d -1 6d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1 /2" S VGT - M 4940 3555 w/ (16) 1/4"x 3"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 501 0-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22-10dx(1)5/8"ATRw/12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22-10dx(1)5/8"ATRw/12' EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS-&—I LUGT2 13100-M 4520-F131 00-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" Spi 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 1 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 555 1 12-1 Od x 1 1/2" HHCP2 680 570 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 RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREAS & 24" OC FOR CARPET AREAS DROP HIP DETAIL. 2-M 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 (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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Pill STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 11 OF INTERSECTIONS. SPLICING Iwl 2 TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAIL9 (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 2PLYCARRIER—J x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV-13 SCALE: Y4"=1'-O" 9fM: Cc) -,;5 C= CP, cc CJ C-4 LA_ C%_ =m C= C= Cc C2..= C. CJ cc co CM CC C) tj 7 IV wb I C14 Tan) e,\ v" Q F 0- S S 10 107" N0 lifl!ll tit 11100\\ To the best of the Engineers knowledge, informaton and belief, the structural plans and specificabons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineers signature and seal. E C, c2l, 6) c: 0 2 — LO 46 -, Lu LL M LL L� a. =! -6 — (L Z Cn - CS (� 0 2, 0. W cc: r z - Z� 0 IL LO C14 a du z W 0 2! C-4 C� < 13 U) 2!: ca CDM .1—i u_ U'> .6 LU a -WO C) Cx < �N M, C111 z z I Ll— acr E Z < ca- 0 E u zo ns C1 71. 00 z c3 E ro C, ,z z t X C w2 �0 OM z z �w �, � 1z < w . . 0 M, z W A 29 w .2 < '(0) z C2 S 0 MO Mjcl� I w 0 z 0§ 0 C) L6 0 0 co L0 L0 =; IT— >% Cr CU T_ U) 9 V) +- 4-J r�_- 0 C) U-) .0 0) N Z C.4 LO V) C:) RT Q < �5 Lo E CY) T_ C 'r— �i LO 0 M z E T_ C E 0 0 _j < _j JOB NO: 23-06105 SCALE : AS NOTED SHEE7 NO. 6.2 ,, r�q r 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-1-intels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed Ul 80. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units, 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels Installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load Safe vertical I Safe horizontal load <1 .0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS FORM & GROUr SOLID J 8 -113/11T 8RF6-0B/1T F8 8F8-OB11T 0 0 01 0 0 0 uflir` 0 0 10 0 yo - r. #5 BAR CONL 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T 0 0 8F20-0B/1T "V" LINTEL DETAIL SCALE N.T.S. 0 E M ME 11111,1111�m Kamm MgVJA I Ttr- UI=z)IUIN1AI IUINI REBAR IN. AT TOP (1) REQ'D ALTERNATE POWERS F = FILLED WITH GROUT/ U = UNFILLED 1 r2" STEEL LINTEL R = RECESSED QTY. OF #5 F -REBA BOTTOM OF LINNEL CAVITY 4 #5 REBAR AT TOP W A" A MIN. (1) REQ 'D 1-1/2" CLEAR 6- B/1 T z 4 5 0 z 'd A GROUT L6 tNOMINAL, QUANTITY OF 4 5 REBAR AT Ln L. U) #5 REBAR AT WIDTH 4 BOTTOM OF i=- Z' W, -'s a- 10 F TOP LINTEL CAVITY L W. a 0 NOMINAL- 0 OTTOM Lu w 0 d �- Z HEIGHT < Cj ,�REINFORCING 7-5/8"ACTUAL PROVIDED IN P z LU 8"NOMINAL WIDTH I INTEI 3: �� 0 -0---[-A#5 REBAR AT BOTTOM (VARIES) r4 y Ui S INDICATED MATERIALS -'--16 GAUGE POWERS 1. t c preERMIntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to I I" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ 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 A51 0. 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. L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cemenlitiuos 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 UPLIFT CONNECTOR TYPICAL (SEE PLAN) - HOOK LINTEL REINFORCING INTO SIDE VERTICALS - PROVIDE STD. 900 HOOK W/ MIN. 25" LAP SPLICE ON EA. END ----- PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL S )OLID W/ (1) #5 BAR CONT. PRECAST "U" LINTEL INSTALL MIN. 25" LAP FILLED SOLID W/ 3000 PSI GROUT --------- - /-SPLICE BETWEEN WALL (SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING FLUSH WITH STAN DAR D 90 TYP CONT. BOND BEAM TOP OF WALL-\ DEGREE HOOK 8" X 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI / f GROUT w/ (1) #5 DIA. REBAR P7.7 4. 4i.: Lr) 0- C14 z A ? 5 PROVIDE 3"x3" HOLE ;A IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF.'. THROUGH AS REQ'D. REBAR BOTH SIDES REBAR BOTH SIDES OF OPENING U.N.O. OF OPENING U.N.O. 12" OR LESS A.1 '44 .1. INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 ? BAR 811 x 8" x 16" CMU U.N.O. TYP. DOWEL 25" MIN LAP % (AC1530) .4 A. A d6' 4 ;44 AYA SEE FOUNDATION PLAN FOR-/ FOOTING REQUIREMENTS SHEAR FRAME SCALE: 112"= V-0" REVISION 10-19-16 SEE FOUNDATION PLAN FOR LOCATION ) SINGLE OR MULTIPLE WINDOWS_ 4'-6" LL 4 -6" LL 5'-8" LL (�) M I N. 17'4" LL 8'-8" LL 6'-0" LL (D 4'-0" LL LINTEL PLAN SCALE: Y4"=1'-O" C-- r- 01 C= c4a C2. C" C.-') C-4 CIQ C= 04 cc co to ca to tv Z: I 0 LO: U IF, U 0 0 nginee s a ge, rma ?n an the structural plans and specifications contained within these drawings comply with the 2020 Fiords Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages beadng Engineers signature and seaL 111111 W I- a E 8 0 U�) r'92 rZ N C' ft U. LJ 0 LL U . ual Z 9 0 :1 '0 C" 0 t- cp W ! IL 05 M 2 N < co a 04 < 00 0 04 Q < E3 V) ;E -.5 Q) o L! 4- fu ;; LU 0 LLJ V) 41 .5 F-- C13 c) LU: u < 0 oil M Cn z z LL- E 0 w -0 E 8 - E 0 U 0 01 01 .2? IT I " 0 � z �z 'W M� 0 R� z zz 0 '0 0 M -0 C�> r 0 0 C .2 C) M co LO :3 LO T- Cr , >1 cc F- M 0 C:) LO co 0) CN CN LO LO LO CD IRT 04 LO i6 E M LO z C E E M (L 0 16 0 ca 0 C (D -J JOB NO: 23-06105 SCALE : AS NOTED SHEET NO. 7 LLJ I L0 M L0 ID 0 L0 �R CAD C14 L0 C� LO 5! ID V) :19 Q E E 0 LZ NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1 . GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (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 I NDIVI DUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (11524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1,Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 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 TRIII-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 TOPCHORD: 15PSF BOTTOM CHORD: 1OPSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2,2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLIF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLIF 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"[" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DIL + FLOOR ILL + ROOF ILL TOTAL DIL + FLOOR LL + WIL TOTAL DIL + WIL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 /A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 I 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 3" 2" 1 Y2" y4" CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-l-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1"MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'rn = 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 W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8"THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTIM 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'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. *SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTIM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTIM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FBC-R R318.1- "A permanent sign which idenfifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provid6d. 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. IrrigationIsTrinkler sybtems.9duddiz all risers and spray hea s shall n ein Ile hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation between wall covering and final earth grade shall not be less than 6 inch�s. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered direcdy to the foundation wall. 5. FBC-R R318. 1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 frill vapor retarder must be installed to protect against rainfall dilution. If rpinfoll occurs before vapor retarder placement, retreatment is requirea. 9. FBC-R,53111 a Ved bCc eccrete ovepm sy and mortar along the foundation perimeter )I must re exteno soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemipal banipr mupt be installAafter construction is complete, including landscaping and irrigation. Any soi disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin apartment b i licensed pest control co any before a certificate of occupancy will%g issued. Tgeacertificate of compliance7all 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 com eted 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2. 1.1 INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0 GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8., DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. CP Co C= ca. CZ CI. C-1) cc C- .10 co cc Cc sn CA 2! W _5 cc cc 0 CIA CIO cc cc 0 C, 5ROVI/Al N ....... S LO \-�o c� vo V 0 t4 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 7t) Edition. Engineer's signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineer's signature and seal, III) W 11- 8 E m 8 00 cv C�l 0 80 0 co 00 ro r1L 1P * , C14 0 U 7� u- -, CQ U_ LL (L LU -2 'm g 11 0 :S ME C� 0 M 18 0y W C 0 Co Z co, C; . 04 < " Z LL L < 0 do 0 Z W CD CD < u_ GA +.j 0 LL, lun af V) => U) E L:ru (-) 0 01 co < C`� z, E E 0 w z 0� CL 0 00 0 C� E 0. < '0 I 0 MZ Z t ws X!� C', ra 0 M0 0 Z, .2 �z <w 8 0 wM Z W C) M 0, 1W z -< 0 X 0 ce> ujl, 0. z < 0, 5 3:1 L6 C) 0 cc LO LO < Cr co U) .02 3: LO M 4-J r*-- C:) LO c) 0*) 04 04 Lo L0 In 0 N 7- LO a) E 2:1 CY) LO 0 Z M Z E T_ CIS E 0 '6 cc 0 _j 0 JOB NO: 23-06105 SCALE : AS NOTED SHEET NO. SN C" -A- Lo C`4 M In Cq !:2 !;2 L0 CID _5! 2! :E W) C'4 C) E E o, CD C14 A CZ1 z 04 C> V) THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH . .. ....... ... .... ...... t .. .... ...... ... ..... .... 16GAxl-1\2" LONG CROWN) — ... I . ..... I i . I _ 1+.. ....81.1_ ......... I...— � � .1. �. ... �� . I I ... A�� +1 �:-� .1 . ............ . 1 Mikx ...... STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFst I STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 101-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 51-011 STUB -OUT FOR b 0 -1 L I = 0 GAS METER 0 c"J 0 - - - - - - - - - - -Al - - - - - - - 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 41- @ 16" O.C. T-5" (2) 16d TOE NAILS 2" X 6" @ 16" O.C. 11 (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. 6-41 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 1 11-01, (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 BC10joist BackerBlock Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000sl.8/ 1.7 wood pan Is 2x + 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 2x + 5/8" or 3/4" wood panel 1 .902.0 2 x - lumber Double 2 x - lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) 4 Filler blocking 118" gap 1111 CE11-\ STD. 900 HOOK F BOND BEAM SIMPSON MGT I MGT w/(22)10jd P GIRDER TRUSS UJ NAILS TYP. STD. 90- CONT. #5 CONT. #5 BAR 2X TOP PLATE i HOOK BAR F #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 SEE PLAN FOR REQ D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGrFJI MASONRY WALL OR INTERIOR BRG. 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. Small 2" min. 2" max gap " max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2"Imin. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" max Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I Fe BCI 50011 9,1/211 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" BCI 6000se BCl 16500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 6-8d BCI 60s,-9 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d Ba gose 11-7/8" 3-16d I 3-16d 14" 5-16d 5-16d " 16d 6-16d required when indicated or . 16 6- 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)18"GAP @ TOP sides by 6". - Hangers with sides not Containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor coli imn w/ Innt+z N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. - Load bearing wall must stack *Non -stacking walls over squash=20 blocks and / require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff 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.* Q�,� Provide adequate bearing for each lapped joist. Use 1063" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails require additional consideration. Squash block 1 minimum) SECTION @ INT. BRG. WALL N.T.S. Bearing wall, Versa -Lam LVL or 0 Glulam Beam 10( am LVL or NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D W I (see table below) 3t DO NOT cut, notch or drill flanges to 1% 4 2" ROUND HOLE M A 1Y AY 6' 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT 7 e-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. THE LARGEST HOLE. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 7. 1Y2' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIN. EMBEDMENT SCHEDULEFOR =_ AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 Plumbing META1 2 TSS INSTALLATION Joist When joists meet over wall, provide I -Joist can be offset 1-13/4" minimum bearing for each. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S JC A/C CHASE 4"PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall fight to top flange. SLEEVE THRU STEM - - 'l-"II , .*. SEE PLAN FOR 0 4 .0 t.. .� . FOUNDATION INFO .4 4' STEM FOUNDATION stall tight to top flange Filler block, Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight 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 0.6 X Joist depth D I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC 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 (WHEN SIMPSON H10A w/ (18) 1 Od x 11/2"' REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A 0151 A X1 0 1 /2- - INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE 4 4 4* A -4 �11G M, T 71, Tif PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PLUMBING LINE PENETRATION: L A (0 \ 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-O"-\ PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE .1 :1 . . 4 I -Al 4 V A 4 V 4 A SEE FND. PLN. SIZE & REINF. ce) CLI C= ;W E! C2 av CD W r= cc CD U vl//,v _N `Ii' !Z�' % C Q Ile" 0 t! 1 �!I; I To the best of the Engineer's knowledge, information and Wief, 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 porfions of the drawing pages bearing Engineer's signature and seal. 0) W E S I- 8 N 6 Lo 0 1114 10 IN- Is 0 U., M u- u_ 0 0z Z 0 . 13 - = ma 0 t 0 12 tic��; X. I � IN Y, CP W (22,-z oo 0 Lu z z Q = Cn IL N < co 00 or" z IN C1 4-, U 0 U') C4 0 A LU 1 E 0 < 0 z z < 10 2 �pce E c:h- 0 E u cc 1 E 0 - 8. x< QO 0< 0, Xz 1. M0 z z M a) -S -j s M In 8 C', W lz� z 0 ts �i �1 < X0 �x 0'. . <11§1 0 C 0 CD L6 0) T LO =) LO lo—N rl- �1, Cr 312 cc 7— 0 2 3r. CN L0 CIO C) L0 -0 co 0) 04 Lf) L0 to CD 144, 04 T_ E ce) CY) LO 0 M z E T_ 0 2 a E ;.; V 2 0 0 M 1 0) JOB NO 23-06105 SCALE AS NOTED SHEET NO. SIN 1 W .1 L i, A, I , 0, 1 1. — W. - 4-1, LO M LO I�D 17, L0 P-0 C4 LO C� ID 0 =3 t�r V) tz E 0 0 a CL E 0 LZ L0 6 P0 LO _i� 19 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE wl R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 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-J NAILER STD. 90-HOOK (SEE DETAIL V - 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @ 16" O.C. W/ (2) _\ 5R! 10'-0" (R302.1 1) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. r PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA* X 3 1/4"TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE = E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER 7-7 t,. SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM 9 D7158-CLASS G or H, or ASTM A V141,1-0, D3161-CLASS F, IN ILI] ACCORDANCE wl TABLE R905.2.6.1, FLORIDA BUILDING I F-91 CODE 7TH EDITION (2020) 811 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS; WALLWOUTUPLIFT ( GG ELEV.VARI SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA - 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB CIO AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 /—NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE t4 XA 0. A D 00 C') 6 MIL VAPOR BARRIER 4 04 COMP. SOIL. (COMPACTED TO % MODIFIED PROCT ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.—/ 1 14" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 14" 1 V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" � �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS� O.H.D. RECESS 4" C? SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES Cl) 2x4 CONT—/ GARAGE DEPTH VARIES GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ----Z \I (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) `SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" 0 ' S B (12) 10d NAILS SHEATHING REQ'D. FOR ALL ,,,--2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. wi/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"0/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x`12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" 5/8- x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x`12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A. F. F. O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 211 ELEV. 4-31/2" z 31/2" MIN. 3 1/2" M IN. A. F.F. '0 U_ L 1/2"(min.)- 4" 00 00 3 1/2"(min.),, TW ,MT (2) #5 CONT. 411 114" 81, 1 - 4 U.N.O. MIN. TYPICAL BEARING WALL @ STEP 0 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-101" 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0- (R302.1 1) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS x P.T. BOTTOM PLATE /6 x 6 W1.4 x W1.4 WWF OR FIBERMESH lam 0 w A, 'k 0 A a SCALE: 3/4"=V-0" � S3 00 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING SSGISIISI�' 0 S" I NAILED W/ 8d COMMON NAILS @ 4- O/C 2x S. P. F. S IS 1 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. x 1�` NIS LOADBEARINGOR INSULATION PER FBC AND ENERGY 30 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C M U ' FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 1 "x P.T S`TU D 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10-4- (R302.1 1) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1 U-101" (R302.1 1) SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8- x 10" "J" BOLT @ 24" O/C W/ 2X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLTINFO. 5/8"4" BOLTS BOLT @ 24- O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK .j 10d NAILS 5/8"DIA EXPANSION BOLT @24 (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD 2x P.T. PLATE /_ O.C. W; 7 EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE x 20- MIN. LAP [24" MIN. LAP] #5 REINFORCING x SPACEANCHOR 3500#, MIN. TENSION 2600#) R 7 w/ (10) 1 Od NAILS SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED =1 A A BAR ;� BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �2 TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS x Ui x N"",-#3 A I Tr: END OF 2" x PLATE WWF OR FIBERMESH ASSUMED FINISHED E OR #4 REINFORCING BAR X LU 0 1 L �GRADE A GRADE 40 MIN. Fy-- 40kSi X #3 & #4 LAP SPLICE x MONO OR STEMWALL—, Cl) FINISH GR ADE 60 2 [GRADE 60 MIN. Fy= 60ksi] 25- MIN. LAP [30- MIN. LAP] 9 FOOTING MONO SHOWN co 80 x x U.1 11 �99 LU to 11 L_ FOR CLARITY 6 MIL VAPOR BARRIER xx CD #5 REINFORCING BAR R 17/8" 1i #5 LAP SPLICE I I NOTE: *FOR BEARING WALL COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM !:�! �7��Lw. WT D1557) ��T_ — - 7- 4" V-4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �, �S3 SLAB INFORMATION. 6x6W1 1 4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--,\ GRADE A. co lIlLU F—, (1) #5 REBAR w/ OPT. till :NCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" � S3 EXPANSION JOINT SEE A/S3 OR JIS6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS Cl) 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0101, CONT. BEAD SEALM . A INTERIOR A. -3 1/2" 74 CONCRETE NAILS W 11/2' EMBEDMENT @ 12- O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB---, 09 E. E 6MILVAPOR BARRIER W� (,e) 90 WN 1. 36- MIN. LAP [36' MIN. LAP] ON 3" CHAIRS 10" (TYP.) 811 1-41 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. 1\ �3 SCALE: 3/4"=V-0" ��3� SEE PLAN 11/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 1 Od NAILS TO TRUSS TOP CHORD x FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO, A SEE PLAN FOR x x & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN B-O A . A v Cn (2) HTS20 FOR STRUCTURAL E E 41 BEAM SIZE & �! A CONNECTION INFO CV) -oZK4 P.T PLATE' 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 811 /-71186" MIN 7/16" O.S.B. SHEATHING B. FOR REINF. INFO. z ATTACHED PER NAILING 0 LU SCHEDULE OPTION #1 COLUMN LOCATION cr SEE TYP. WALL SECTION FOR ADDITIONAL * 11! , SEE PLAN FOR STRUCTURAL SLAB INFORMATION Uj COLUMN SIZE AND BASE UJI LU CONNECTION INFO. SLAB STEP & RECESS (ED S.G.D. rM Cn SCALE: 3/4"=V-0" 1\ �3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL _71 W/ DRYWALL SCREWS @ 8"O.C. I ATTACHMENTS EXTEND FILL CELLS G E TO FOUNDATION PAD INSULATION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL-\ MAT REINFORCING. Q! ON FLOOR PLAN (n Uj SIZE VARIES PER PLAN CONT. BEAD SEALANT cr- * w/ MIN. (2) #5 VERTICALS 002 GRADE FILLED SOLID (SEE PLAN FOR 1 6x6W 1.4 x W1.4 C 2� ES LU LU SIZE AND REINFORCEMENT) LU 0 WWF OR FIBERMESH LU Cl) Z l- Lu (L Uj LU 0 —A ' . — -- :1 :::::1 :: :1 11 LLJ z 14" 14" INTERIOR WALL SLAB STEP NON-BRG. ��K SCALE: 3/4"=V-0" � �S3 11- 11 , 11 � E1,115 1, if 1� 5 PER LL v W W W ;2� < 0'-0" FIN. FLR.t-Ih MMUNITY SPECS RE "'�FOOTING 0 BEYOND PAD REINFORCEMENTJ 3" MIN. CLEARANCE L SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC, PAD INFO, SEE SCHEDULE - ------------- TAPERED COLUMN FRAMING j/CD12N)I, PATIO COLUMN FTG. DETAIL KN SCALE: 314" = V-0' SCALE: N.T.S. �3 C" cc CJ C-4 cc Ca C-A CP 0, C, CD CL r= C;- 21- Lj 1�� S A cyc ;iw N,— P C) L k I t %00\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing W 'ov E 6 0 00 Lo a A "t :P 4b 0 N 0 46 - LL CULI 0 M LL. Z (3) CL �e 103 =ng j z cc fl W z &ZO <- IL W L0 Cl) N (5 3 z 130 0 S !P C3 0 V) C) 6 E < 10 z z U_ 2L E z E uo z- FT 6 20 5, 00 C.0 ru 7g� t 0 z g z z L� co z' < 2 ,0 0 R� z M _i:; < z 8 Cn 8- o 5 1. zo - z, �2 W M 2� < x0 1 U 0§1 C:) C:) 6 C) 0 co LO LO Cr co CN LO ca U') m CN C'4 LO U) L0 CD 11, 04 E M Z :3 T— j4 LO z z E I— E ca 0 0 'D M _j < 0 JOB NO: 23-06105 SCALE : AS NOTED SHEEr NO. S3 (MONO) Uj LO 04 t2 M LO 2 2 0 45- -2 zz !;2 - 3 LO CR LO V) :E f_4 E_ E 9 <D E 0 o 0 0 33 -2 LZ C�4 LO 16 V) (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH �'�-TYPICAL C.M.U. WALL 2x6 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3) 12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK " PLATE WALL IS 1 1/2 MAXIMUM 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 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. 12 -SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD (TYP) SEE ELEV. 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 W1 (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ O.C. W/ STUDS @ 16' SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" OIC BOUNDARIES 6" O/C EDGES & 8" O/C FIELD W__ SIMPSON SP1 w/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT - 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90AHOOK 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 SLOPEFORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOFTRUSS 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 GL _04p�� EXTERIOR WALL WALL CLEAN —OUT rA SCALE: N.T.S. 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. rD TYPICAL SECTION THRU WINDOW rB MASONRYLAYOUT SCALE: N.T.S \,,'S4 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" — —FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL > 0 FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 2X4 (NOM. FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL X6 MOUNTING BASE 8x8x16 C.M.U. GARAGE DOOR C GARAGE DOOR ROLLER CONNECTION ASSEMBLY- GARAGEFLOOR TRAVEL DIRECTION OF . . . GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED GARAGE FLOOR. SHED FORWARD THIS DRAWING. FOR GARAGE DOOR AND WATER PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 7111 58" 4111 34" 101, 6 3/4" 3 1/2" 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 11/2" AT EA STUD (USE SP6 FOR 2X6 WALL, USE SP8 FOR 2X8 WALL) 1 Od NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING _0L VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2 x 6 P. J-BOLT TRACK BRACKET FOP 1ARAGE lOOR 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. �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Old x 11/2" EACH SIDE STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q� SCALE: N.T.S. �4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" OIC UPLIFT CONNECTOR (SEE TYP) SEE ELEV. SCHEDULE) -Z(T:y P 7.) 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 BARRIE�� SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD -El TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS rBLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIR�E�D:�� COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING LU O/C FIELD 2x TOP PLAT E-/ co 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIERIGIRDER TRUSS CHORD OR BLOCKING SIMPSON HETA20 W/ (8) 10dxl 1/2" al NAILS AT EA. TRUSS VERTICAL WEB WEB 2x STUD @ 24 DMENT (24' O.C. MAX) W/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KID BLOCK AT EA. STUD z MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR17�\u STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- H I W/ STD. 90* HOOK IN K.O. BLOCK If rE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF SPLI CESTAGGERED IV 10d @ 8' O/C ATTACH ALL EXTERIOR ST DS U W/ Y816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD PICAL AT LEAST 4'-0" LONG. TY TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. 1\ �4 F= 2240 LBS SIMPSON SIMPSON SIMPSON SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. ry Z/8"xl 0" "J" BOLT 24'�2 MAX. 0 . O.CiR MIN 1) P BOTTOM PLATE /-2X P.T. SECTION PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION WS1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND KISS FOR ADDITIONAL DETAILS SIMPSON spi SIMPSON SIMPSC RECESS LINTEL SP4 SP4 SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON ON SP4 /- SIMPS 0 SP4 TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL/"*'j SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# S PF) IS (9335# SPF) (6970# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. t & NUT SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM PrTE 1 \-5/8"X10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PI A E) C SIMPSON SP4 " 2X8 P.T. BOTTOM PLATE I 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOFTRUSSABOVE f- 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & 5/8"X10" J-BOLTS FILLED @ 2'-0" O.C. -MASONRY WALL 1 Od NAILS@ 4 10d NAILS @ 6" O.C. STAGGERED A STA GERED 0 0 M TRANSOM FRAMING 6 BEYOND. I -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 8" O/C FIELD L o SIMPSON SP4w/(6) 10dxl 12" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2X8 WALL) SHEATHING * SIMPSON SP2 w/ (12) 10d NAILS MASONRY- 0- 5/8"X10" J-BOLTS @ 24' O.C. 9 SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 41 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. va C44 k C" C� V. e -.=� to- &- C" -%% U- Q6- iz "%.5 �34 5; C' -0 cc "S cc S .0 "EI(Affl, .111"'i C., j'j"/j _2 1� C)r : -.lop R310 To the best of the Engineees 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 11- E C:) CRI Cb q w 0 00 C4 (a o'! 0 CIAO 0 IT 4 UJ 9 U_ (L Z q se i :2 9 Aa 04 'R C) W W z 74 0 :e LO Mz 1:: C14 0 0 z W W 00 C4 M az g:* < V) 0 U_ - LU 0- 0 Ln U) U E Ad 0 z 0! 0 z < _j U_ Ctf E -0 z? <' C�' 0 E u -1 t� �z c23' E 0 00 z CIO �z 1. Z' = < <z 0� .0 0, Z' Y. �E z z W 0 P < 0 C`� 0 IN 0. 0?:. .0 E2 C) L6 c) IT M a (D CU U') :) L0 0.N < T_ >% Cr cc U) .2 LO +-A M 4-d 0 0 LO -0 C') 0) (N 04 Lo LO .0 LO a I'll Q T_ r < 144* LO E E CV) 6i LO 0 M z E r- 0 2 M r_ M a- E 0 1 0 _j :02 0 1 _j JOB NO 23-06105 SCALE AS NOTED SHEET NO. S4 LO M C�4 4 21 LO CD C=i C14 U') C! LO 5� 4 -0 0 5_4 E E 0 CL. 9 16 LZ l") 29 C*4 C14 LU SIMPSON HGAMV W/ (4) 1/4"xl 1/2" S DS SCREWS TO BLOCKING & (I 1/4'#X2 3/4" TITEN TO CMU 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) NAIL W/ SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 76d NAILS--\ 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - 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 - [RSHI - 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, BACKNAI L W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL v IF 45'± X 45' SEESTRUCTURAL x - NOTES AND NAILING 2X4 CROI BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2X4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4CROSSBRACE 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. GABLETRUSS EACH JOINT W/ (3) 1 Od & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END BOARAD GYPSUM WALL BOARD ATTACHED W/ 10d WALL GABLE TRUSS NAILS @ 6" O.C. EDGES E FIRS T 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16' AND 12" O.C. FIELD P. BOTTOM (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAI LS W/ 1 Od NAILS @ 6" O.C. 13 THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD LN-1. INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING� DETAIL N 2"x4" CROSS BRACE--\ x 1% APPROX. 8" FROM RIDGEFASTENEDAT DOUBLE TOP PLATE EACH JOINT W/ (3) 1 Od 2X4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS@ FROM RIDGE FASTENED AT EA. END EACH JOINT W/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1 " OR N, 2x FRAME WALL (SEE WALL SHORTER) >��-< SECTION FOR SIZE & SPACING) 2X4 PANEL BLOCKING z <\ ,,-1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF TRUSSES FROM EA. t NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12"O.C. FIELD �'� END TYP. TOP & BOTTOM ATTACHED � (2) 16d NAILS W/ (2) 16d TOENAILS "I, . . 2X4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING t I 2x4'T'ON T6P OF PANEL BLOC 2"x6" P.T. SILL NOTCH 1" BRACE HERE I t 1 WEEPSCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3" @ 4" O/C SPACED U 2x4 "T"ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O C INSTA LED PER MANUF. . .. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT W/ (�) 1/4"X1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 W/ (7) 10dxl 1/2" NAILS AT 64" INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. 1/2' NAILS AT 6' 0" " MOISTURE BARRIER 1 Odx3" @ 4" O/C I.C. 1 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM IN KO BLOC O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 W/ (7) ALTERNATE SIMPSON MSTAM24 W/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"X2 1/4' TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24-- GABLE WEB SECTION WEB, USE MSTAM36 W/ (7) O.C. MAX) W/ MIN. 4" 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. LTITEN ON OUTSIDE 2X4 #2 SYP BLK'G @ 16' O.C. W/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP x SEE STRUCTURAL--,,,,. CHORD BLOCKING C\l go NOTES AND NAILING x INFORMATION 00 SCHEDULEFOR SHEATHING DETAIL BACKNAIL WEY (2) 16d NAILS WOOD TRUSSES 00 ;0 2"x4" CROSS BRACE ---- APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF tA EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 4D� 4D� NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS O/C FOR THE @48 K(2) 16d NAILS (2) 16d NAILS 2X4 BLOCKIN G @ 24" (D = 0.148 ", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING) NON - LOAD BEARIffG LOCATION KD SEE TYP. WALL SECTION FOR SCALE: 3/4" 1 TYPICAL NAILING SCHEDULES FOR BUILT 1\ �5 -UP COLUMNS r8 ADDITIONAL INFORMATION, SCALE: N.T.S. 5_,,..,, \"-S 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. S5 GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP W/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL K01 0 SCALE: N.T.S. '\ �5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB -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 -2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2X4 BLOCKING-,,,,,, --2x4'T'BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS EB DOUBLE 1" BRACING DETAI SCALE: N.T.S. 2x4'T'BLOCKING 2X4 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED — W/ 10d NAILS @4110.�. TYPICAL ; W 4� GABLE TRUSS WEB SINGLE "L" BRACING DETAIL(_6 S5 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL "APHRA GM KING 0 O/C SIMPSON SP2 W/ (12) 10d LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 1 SECTION SECTION 16d PER SIDE 3 SCISSOR GABLE "T" BRACE SCALE: N.T.S. SCALE: N.T.S. 1\15� AS PER HIB 91 SCALE: N.T.S. \,. �5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. O.C. FIELD JACK TRUSS //—SEE PLAN FOR 2X4 '70N TOP OF PANEL--/ BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION r9 SCALE: N.T.S. \,'15� \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L' BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA 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 Uj 9: I ING W/ (3) 10d x 3" AT \EACH CONN. @ 24" O/C -MOISTURE BARRIER \-BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) KOT SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'011 - 39-011 3'-0"- 6-01' 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) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 112" SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) �CONT. BEARING GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. LU 0: C ORNERJACK )CORNERJACK 0 cr_ LU z z Cr W 0 C) 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. M 164, I Fidirl MM -M NOTE: L TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBO170M @ 16' O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C" C= '; to -. -% , cc '.' , :31C CID C: ir " Z S! W 0> !i tt i1110" R 0 1-1 C14 _,,A,7 *tpin I q 0 _Ul r r L"O' ......... To the best of the Engineers knowledge, inforination and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 5 Lo 0 C" 6 sm 59 CO 0 CM CO 1_1 - . a 5 in . 2" G (r.', r.- - -0 0 , :0 .4 -, 4r) '! - u_ I LL Lu Cq u. 1 0. W ca C 0. 2 0: 0 0 2 LW CL 0 4 in co Z z W to 0 a $ CD < ;:7 r V) B 0 '9 4--J c/, Lu _LU 0 V) C__ in ra Uj as E I* ; I C) 0 2 0 AM C"4 z 0 z < E L E 0 'z 0 L 5. M � = 00 D 0 cz, E C.0 E 01 -z z 0 C O� Iff 0 z -S �z z 8 3: -.,< z <0 WM NJ 0 z1% 10 MA .0 C:) E C:) L6 C)CD T to 0 L_ co LO LO Cr ;j Cal M LO 4-J 4-J 0 C) c) 04 L0 LO 0 Irl- < to LO E CIS M IT-- LO 0 z E E 0 < _j JOB NO: 23-06105 SCALE AS NOTED SHEET NO. S5 _A C71 -3r LU cr_ M LO C'4 !;2 =0 Z71 LO C-4 CL. 04 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2X BOT. PLATE W1 (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 CONCEALEDo- SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/IC WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BO TTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: FOR UNDERLAYMENT REQUIREMENTS SEE PRE ENGINEERED WOO HURRICANE ANCHOR @ SHINGLE ROOF, SHIN ACCORDANCE W/ AST H, or ASTM D3161 -CLA ACCORDANCE W/ TAB FLORIDA BUILDING C (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTE ALUMINUM DRIP E ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT S ATTACHED WALL SHEATHIN (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHE JV :D (n FOR MORE INFO LU ILL! 0= 7/8" CEMENTITIOUS FINISH 0 APPLY 3 LAYERS W/ TOTAL METAL LATH. FIRST 2 LAYER LAYER 1/8" THICK. L INSULATION PER F CHART ON FLOOR PLAN (� B�R ETAL SEAT OR FELT I PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) R905.1.1 D TRUSS @ 24" O.C. MAX. EACH TRUSS GLES TO BE IN M D7158-CLASS G or SS F, IN LE R905.2.6.1, ODE 7TH EDITION NERS DGE HEET SS G TO DULE SEE DETAIL C/S6 PER ASTIM C. 926 THICKNESS 7/8" OVER S 3/8" THICK EACH. 3RD BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY E A ANI,,�4 W Lu A A 'q 6X6 W1.4xW1. 4 WWF OR 1`1136RMES� 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) 4"X4" INSPECTION PORT AT E! EACH FILL CELL TYPICAL W U) AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE -INISH GRADE 00 --STD. 90*HOOK (3) # 5 REBAR ON 3' CHA R (SEE DETAIL) W/3" MIN. CLEARANCE 4' TYP 2-STORY WALL SECTION ri REV. 03.16.21 SCALE: 3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ 7.2r,57 *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST 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 )F BEAM OR GIRDER FEND SHEATHING TO kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. � �6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN — FLOOR TRUSS 60 SEE FRAMING WEEPSCREED 99 PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 W/ (8) 1 Odxl 1/2" O/C FOR THE 1 ST 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 SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-101" � �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 1 Od @ 6" OX PRE-ENGINEE FLOOR TRUS'r FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TR 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 U U 3 INSTALLED PER. MANUF. U SIMPSON HETA20 w/ (8) 10dxl 1/2" U NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS ETAIL (F D LOOR TRUSS) ("0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL I 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 10'-0' (R302.1 1) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER D NAILS AT EA. STU (MIN. SHEAR 3500#. MIN. 2X P.T. PLATE 6x6W1 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) .4 x W1.4 WWF OR FIBERMESH Ir -a A' A. 'A* (3 #5 CONT. ON 3" C 11 8' V-8. 8 HA R W1 3" MIN. CE INTERIOR 2—STORY FRAME SECTION / S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. B 15/32"OSB EXPOSURE1 %, TT SHEATHING PROVIDE BLOCKING AS REQUIRED PER a SECTION X-X IF U' NOT FULL -J HEIGHT SHEET- C z 77 @Z:FLOCIR SYST M (2)- 2x TOP PLATE rl- BEYOND I 11-1 _T T1 15/37'OSB EXPOSURE1 IZ SHEATHING Lu X OLID 2x 0 V LOCKING Q ALL 91 SHEATHING 0 V) EDGES(SEE OPENING SECTION X_X) L-uj 0. 5 C F77 rx Lu 37P7 Lu 2x STUDS uj —SEE BEYOND x PLAN 0 (n 2x4 P.T. BASE \_@_jHORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I rl r-%1A'r1^L1 r%IA^r%AlkA 3/8" "S"= NAIL 3/8" SPACING "S3/41 U2" S 1/2" S 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/ 7/16' 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 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE . ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT _j PENETRATE SURFACE MORETHANY8". 10 Z (D NAIL AT BASE 2 ROWS @ 4 O.C. w/ 8d COMMON NAIL 0 NAIL AT TOP PLATE TWO ROWS @ 4- O.C. w/ 8d COMMON NAIL , 3 LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4- O.C. w/ 8d COMMON NAIL. 0 6 @ NAIL INTERIOR AT 6" O.C. W/ 8d COMMON NAIL. 1: STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. _j a wl 8d COMMON NAIL 0 DO 2 uj 0 0: PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF , 0 F x P 0 0 U) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 W m z (n u- @ (2) 8d NAILS Q 3' O.C. TO EACH TRUSS END OR @ VERTICAL W 0 0 04 W MEMBER IF GABLE END LL 2: X NOTE: WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH OR 3-ROWS 12d NAILS NFACE STAGGERED@ 12" O/C FOR it 2 X10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE 0 0 0 r". SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZON @ INTERVALS NOT EXCEEDING 10'-0" (R302 T ).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. W1.4XW1.4 WWF OR FIBERMESH SLAB W/ 6X6 4A 71 M 4- _A A A. -11 MI 1 -11 : .4 - .1 :116 . A 4\ A (3) # 5 REBAR ON 3" CHAIR 4" V-81' W/3" MIN. CLEARANCE ALTERNATE FOOTING im . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 112" . 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 JACKS STUDS JACKS STUDS SIZE EA END I EA END EA END EA END SIMPSON V4 (1) (2) (1) (2) (1) LSTA30 4!-9' (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO O/C 2X STUDS @ 16 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 WEEP SCREED INSTALLED PER. MANUF. 2X P.T. PLATE 00 FINISH GRADE -11 J= I '—'' —1' 2 @ WOOD IIST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. C' 1 . Cn C� CP C2. en go C�4 ca 04 LA.. cc C= -.0 C�A 10 C=) Z C" cc CZ to tr' Cm. F_ CC 0 � cl- �v.%tffiliIIIII[Iff i IS% VIV N1 q r- rl LO L 0 ....... It'F 8 S 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engirveer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W a E - 8 rq 1 6 8 L) '.Do C: 8 - 1A 0 'o "o U) r- t'� N Cl) M o Z 'a T, 0 r- 0 9 R 04 0 W 0 2 W W a.) Lu co �; 6 Co z IL 04 < do ou z W QD S3 !P C' < (n V) .1 C1 Q) (D 4_j C/I ra 0 LL' g L/) Cq ru U 4i E as 8 r. ' C-'> cl"�' z __j U_ e E C�_ 8 E 9 (6 — CL E �O 8. 00 , , (D g 8 �0 ffz wz X, < z 75 .01 0. <w 2 8 ;S w 0- 0 z zo W r Cc% �o R. 0 10 L6 0 L_ co L-0 :3 LO < T_ >1 Cr Co a. U) .2 3: L0 41-a M 0 C) LO 04 Lf) U') LO LO E M LO 0 z E T_ 0) 42 E '0 0. 0 _j < 0 _j JOB NO: 23-06105 SCALE AS NOTED SHEET NO. S6 (MONO) Lo m LO CID C> I c'! U') C� LO CT Q E E 0 CL E 0 Lo -i z uj ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). E: STRINGER MUST MAKE FU CONTACT WITH LANDING FLOOR J ST SIMPSON A35 OR "I LSC EACH STRINGER 1 3/4 x 11 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO 2x8 F 2x8 SYP ALIGN THIS STUD WITH OF 2ND RISER 2x SYP CUT TO FIT BEARS IN WALL ------2xl2 SYP L BEARS IN WALL' B —2x6 SYP L2x4 SYP R1 OrKING\ 2x4 PT NOTCHED INTO STRINGER\jp FOR STRAP (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" AT STRINGER CONTACT POINTS NAILS) /4" RISER CUT TO FIT MAINTAIN BETWEEN J" AND J" 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 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER,7\---� STRINGER STOP 2x8 SYP DRYWALL STOP MUST OT TOUCH STRINGERS 1__� .-----Hx4 BLOCKING FOR 2x12 -2x4 PT UNDER 2x12 !!15 ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONIC. W/ J" X 2 t'TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND \—ATTACH ALL COMPONENTS NAILED TO STRINGER OF STAIR TO CONC. W/ J" X 2 TAPCONS @ MAX. 32" O.C. IDE MOISTURE/ 2A Ar-14 At I MhA OV ECTION OT L/A )NEN TT 0 W/i. X 2 X. 32.,0. C. SECTION VIEW "All SECTION VIEW 111311 STRINGER MUST MAKE FULL CONTACT WITH LAN DING I --i T-rl 71, �11 �11 rAl r1l :*III V 1 z Lej:l;ttj ItiI 9,7_1 g I loll 1=0riA00i L-1x4 blocking SIMPSON MSTA21 W/ (16) 10d NAILS SIMPSON A35 OR Y ^E "%, FLAT STRAP NAILED TO RISER AND LSC EACH THEN WRAPPED AROUND STUD STRINGER 2X4 CUT ON BEVEL - PLAN VIEW DOES NOT BEAR IN SCALE: 1,-0;, WALL THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS`- 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 14 9::� 2:x DRAFT S P 2X4 PT NOTCHED INTO \-L2x8 YP DRYWALL STOP MUST STRINGER AND TAPCONED L/ NOT TOUCH STRINGERS INTO FLOOR WITH Gl_r� AT STRINGER CONTAUC T 2X4 BLOCK IN KNEEWALL FOR 2X12 NAILING POINTS Jx4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW SCALE: 1 1_01� SCALE: V= V-0" SCALE: 1 l'-O" LIGN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2X8 SYP DRYWALL STOP MUST NOT TOUCH ___� G-1 TOP OF STRINGER-N-11 STRINGERS 2x SYP CUT TO FIT BEARS IN WALL G IN WALL SIMPSON A35 2x12 SYP BEAR __4-2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP ::7 \_ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 W/ 2x4 PT NOTCHED INTO STRINGER\ �z (14) 10d x 1 1/2" AND NAILED TO FLOOR WITH GLU NAILS) AT STRINGER CONTACT POINTS SECTION VIEW "D11 SCALE: 1 T-O" FILLER STRIPS ADDED PLYWOOD GLUED & SCREWED TO Z-1 PLYWOOD DECKING —2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: V= V-10" 2X4 GLUED AND NAILED -D SECTION D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2X4 DRAFT 2x12 STOP TREAD GLUED AND 2X4 PT NOTCHED INTO STRINGER AND TAPCONED' INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1 T-10" L12x8 SYP DRYWALL STOP MUST X/ NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER ,�OR DRYWALL SPACING H SECTION VIEW "Ell SCALE: 1 V-10" Y ^E " ,SECTION VIEW SCALE: J., = 1 '-O'� -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2X4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 C DRYWALL STOP NOTSHOWN SECTION VIEW 11CIIII SCALE: V= V-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR (2) LAYER EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND :) T OR 1 tX16" LVL NAILED TO SUPPORT ATTACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G11 SCALE: 1 V-10" Y^F SECTION VIEW SCALE: J, = v-0` PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWELPOST BLOCKING STAIR CONSTRUCTION DETAILS (IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED SCALE: 1" 1'4' JOINT -TO )ISTS) NAILED AND TOP PLATE 4TO RIM BAND, ID NAILED TO NALL BELOW JOINT TO )ISTS) H-\ 2X STRINGIIR 2X BLOCKING PSON MTS 2 w/ 1 Od x 1 1/2" NAILS DOR (2X BLO`ANG k %, RIS* VARIES 6;d ECTION VIEW "H11 SCALE: 1 1'-0" C%j %a C" C= �j 7, =11 eo� s:r-- Cn CC U* C-4 z! CC W �z I �As 1. LO Z L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings complywith 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 CW0 0 -N- - � to, " C14 0 s ! to u- u- oul T z 0 C� 0 CC P W 0, W m Z C'4 Z < IL a 04 < 0 z W 0 E3 < .2 U_ Ora Cz 7S 0- 0 Lij CD U L_U 8 as I 1 0 rn I < 0 41 M z C"> 0 < _j U_ ce E Z. i 10 CL 0 E 0� E 00 z I 0 �z W 0 Z z i5 no 0 z zz W ?k .2 C) C:) 0 T m (0 LID LO CC a. U) LID 0 C) LID m 0) 04 Lf) L0 LO 0 ,1* 04 (0 LID E m ce) r- 8 0 U5 0 z E E 0 0 0 JOB NO: 23-06105 SCALE: AS NOTED SHEE7 NO. ST W M LO rr C/) to co C) r0 C14 to C� L0 02 C9 t7, P113 C14 E E 0 LZ PO 8 C14 LO CL C14 LO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER x4 F 1/2" DRYWALL IX4 u' ## UNACCEPTABLE INSTALLTION JV DOOR JAMB (REFER P.T TO PRODUCT TO PRODUCT TO PRODUCT P.T. APPROVAL FOR CONN. MAX. 8" PROPER INSTALLATION DO NOT DO THIS 4* 2"x BOT. PLATE W/ (2) 1 Old @ 6" O.C.- APPROVAL FOR CONN. X 4 APPROVAL FOR CON)N. 1, 1x4 P.T. E E FURRING r2X8 411#1 # #* #5 REBAR (TYR) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16"0 X 3" LONG _E ;Ito 1:1 E G FxU4RRING (2) ROWS 3/16" x 3-1/2" 0 3-1/4" LONG X 3/1E FURRIN 3 #5 REBAR 4k# AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONS TAPCON @ 16" O.C. & 4" L2X8 TAPCON. INTO STAGGERED @ 1611 ,'14" 4%# (TYP,) %# BLOCK@ SPACING FROM EACH END w/ MIN. 1X8 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH %* AD. 2x BAND JOIST W/ FACE NAIL 10d F: PER MANUFACTURE — MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 311 DETAIL 4p* 90- HOOK (TYP.) STD. 90A 41## @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) 40* BOTH CELLS FACE NAILS 10d @ TRUSS VERT. >< WEB —3/16" x 3 -1/2" TAPCON @ 16- 1X4 P.T. DOOR JAMB (REFER TO PRODUCT /A-] E METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL 1/2" DI NOTE: NC N 1x4 EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 #411 71 L A LAP SHEATHING TO DOOR JAMB (REFER N. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT 2" EDGE DIST. 16" 4% # BOTTOM OF BAND BC JOIST TYPICAL x 3-1/2" TAPCON @ 16" 410# APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 FURRING 4* 1 4 1# 4* N_ TAPCON @ 16' O.C. & END w/ MIN. 2" EDGE DIST. 1:1 D IST 4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/ �W/ MIN. 2" EDGE DIST. 2x8 1 T7H WB @ FIRST COURSE #W:tT 4%� 4�* T I SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D (2) ROWS 1 Odx3" STAGGERED 12" 0-c- NOTCH WEB AT THE INTO BAND JOIST St (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK @ 3-1 /4" DETAIL 2x DETAIL 2 1/4" DETAIL 41## FIRST COURSES 414 ±5 A 2 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS/" C�C FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION (H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. \11 SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.- �S SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN. A -A = 1610 # FOR 2 STRAPS FILL 1 st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2- 8" SOLID W/GR OUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN 1/2" DRYWALL SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS SEE NOTE 1 BELOW IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x845 A DIAGONAL (4) 10d NAILS INTO —,LEAVE A CUTOUT IN O.S.B. ONTHE INTO BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ,BLKG 7116" OSB TO BE INSTALLED OLEIN OS B FOR CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM ALUM DRIP EDGE FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR I BUILT UP PLWD. BUCK ARCH PANEL - POLY -CELL IN TH�[S AREA 2 x 8 45 DrAGONAL BRACE AT EA. C LL IS FURTHER INSTRUCTIONS. T SCRIBE (NOTCH) 1 Im 110 ImTrj 9 ",Q FACE OF ARCH W1 (3) 1 Od NAILS n, A BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA, END RETROFIT TRUSS DETAIL BRG WALL TYPE - PER PLAN 2x SUB FASCIA OVERHANG CONNECT W/ 8d NAILS BRACE/BLKG. 2x2 #2 P.T. MIN, \,_2 N.T.S. FASTENED PER NOTE x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR— ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 2 BELOW_j__y__j_ CONT VENTED OR SOLID SOFFIT RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP FOR OVERHANGS BETWEEN 3/4" TO 11/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4W WOOD BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS START OF ARC SCREWS @ 16- O.C. MAX. OR IF MASONRY WALL w/ 3-12d NAILS, TYP. FNOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REaD. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 4' MAX. RAD. USE (1) SIMPSON 1/2' HD TITEN (CENTERED) w/ ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 11-011 51-011 SCALE: N.T.S. SS 12 LISTED IN THE DESIGN CRITERIA ON SHEET SN. 12. JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER Wit 2x6 #2 SYP @ 24" O.C. MIN. 1" EMBEDMENT @ 16" O.C.) 41L�fINISHFLOQI 2 x 8 BUCK - CONNECT TO BLOCK SECTION WOOD w/ 0.148"x 3 1/4" @ 16" O.C. . : - .,% . .. . % WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. B-B ROOF SHEATHING ATTACHED 3. IF] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE EMBEDMENT INTO K.) /4" MAX PER NAILING SCHEDULE LL '-----#5 BAR . ** *. AOK,) 2'-0" 81' SIMPSON STRUCTURAL SOFFIT . * III, I 10"� a CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAI H2.5A w/ (10) SF01 FOR (E"RCE� L L ..I 9(r HQ0 IN TOP BLKG. & BUCK 2X6 TO 2X4 P SCALE:3/4" = V-0" ALUMINUM SOFFITS >1'-4" 1 X 4 FURRING 8d NAILS REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" KNOCKOUT/ MID BLOCKING NOT REQUIRED CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od FOR VINYL SOFFITS > V-0" SHALL HAVE MID NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2 x 8 DIAG. BRACE B PROVIDE 2x CONT. W/ (3) BLOCKING PER R704.2.1 MONO FOOTING VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED By—/ AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF S ON T TRUSS COMPANY OR 2x4 CLEAN FILL �O ULATION 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT TO BE INSTALLED 00F 4'-0" MAX SEE PLAN 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" BUILT UP PLWD. BUCK - .40 DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. S NDARD 9 SCRIBE (NOTCH) BACKSIDE 7/16" OSI3 ARCH PANEL \\ 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH _j + + 4 r/y + (2) 10d NAILS @ 8" O.C. 90r HOOK #5 BAR IN TO FIT ARCH CONNECT W/ I START OF ARC "2 NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD I TO TRUSS TOP CHORD FILLED CEL 8d NAILS I x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + t I v L III L, V .VL, INSTALL WDW, SCREW ---'----**'I I BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4' X 3 1/2" TAPCONS AT 16" + PLYWOOD SHEATHING 16V i THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL B-B DESIGNED ONLY FOR THE SECTION @ ENTRY BLOCKING AS + REINF. PERLAN AND STEMWALL _rK SCALE: N.T.S. 1\ INSTALLATION OF SHINGLE SCALE: 3/4" V-0" TRUSS REQUIRED TO SUPPORT SOFFIT MONO TO STEMWALL FOOTING SECTION DETAILS �S AND METAL ROOF FINISH �S + 2X4 SYP SCALE: 3/4"= V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY CONNECTOR CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING, PROVIDE LOWER HOOKED DOWEL tENTER SOFTIT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE 'IS" OR "Nov. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL —/ A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL N SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT L REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W W M AT PERIMETER 114' COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 I WHERE THIS CONDITION (MAX. 4'-0") rM #5x6'EMBEDDED INTO EXISTING BOND BEAM :� PEI E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSIO N Cr z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER—� SCALE: 3/4" = V-0" 0 �2 SHALL APPLY TO PANEL ANCHORS WHEN (EVERY OTHER 1 �S 2 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 'A I U_ Uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE o . 0 9 SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL X SIMPSON HTT4 w/ (18) 10d x 1 Uj —1 L) REINFORCING AS FOLLOWS: SEALANT FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO < U_ PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. 5/8" DIA. ALL THREAD ROD #5x6'EMBEDDED INTO It PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EPDXIED w/ SIMPSON "SET" z EXISTING FOOTING (2) #5x6'IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & 2 = U) U-3 FILLED CELL SMOOTH. DO NO FURROW. . ...... 10'A 3" MIN. EDGE DISTANCE 04 DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE 4 SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 61 'MIN. LAP t> G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HE AD OF PANEL AND JAMBS MUST SPLICE NOTE: A Cn REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 04 0 OL TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. (1 -STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 MIN. (1-STORY) -STORY) 16 (3) #5 REBAR. (2 (�A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20- MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. 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. RETROFIT FILLED CELL DETAIL 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" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. I I I SCALE: 3/4"= V-0" C" C* -Z 9 .9 r= �V�Crft LU 0% S 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W l- a E T 7t! — 00 Lo rL_0_ r-� V IN 0 cU U. LL aw _j URI 13 z 2" ra a z -6 2 0 '0 Z to C%4 Z LW Cl) IL a 04 < 0 z v) In C C/7) E 0 LU 8 ti) 92L, C14 Ln ZS :§ C/) I— U E U 0 z U_ E —0 a 14 0 9 M E 20 '0 00 0� zC=) z X� z z M C .0 z _j 1z <w 8 < z z 0 � 0 W Cn z fn 0 T < 0 Mj0 CS 0 C:) C:) > L6 0 M co LO :3 IUD < 07 cc 7— U) 04 a. L0 0 0 U') C') 0') C'4 LO LO LO 0 14, C%4 < IT co LO E LO 0 M z 0 E T_ M a. E 0 �0 0 JOB NO: 23-06105 SCALE : AS NOTED SHEET NO. SS IF wmmmmjj� m,vqr"Fm,F 7pia- r IL ------------------------------ CROSS BRACING DETAIL (TYP.)/O" S(' A[- E: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED IT LANDS NEXT TO BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE W/ MIN. (4) 12d WHEN 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. DB 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 7-0" 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 TB . . PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP - ------ \ A -----Z-WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN C_ _x V-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ WHEN DEPTH #3 STIRRUPS AT 4'-0" EXCEEDS 30" r_1 0 A n P N PORCH SILL SCALE: N.T.S. DIAGONAL AT 8'-Ot' MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od 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'-O"O.C. MAX. W/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY 2X4 CONT. AT--/ T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN-\ SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2,'- CL I III I I'_ U) 4" z :5 :;T PORCH SLAB SEE- IL FOUNDATION PLAN W L U) _.z LU Nf (2) #5's CONT. T&B ato- W/ #3 STIRRUPS AT CN 4'-0" WHEN DEPTH - -0 o 2 ------------- — EXCEEDS 30" -LOWER OR j _ GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWNK*'1_7� SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS W/ SIMPSON SP1 W/ (10) 1 Od NA AT BASE SEE J/S6 FOR ILS MORE INFO. ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A E '"'u N SHI PROVIDE 2X4 MIN. BLOCKING AT Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) Irl zi N-c-G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION __,,�TTSEE P LAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ 411 #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SEE 100, 7 C14 FOUNDATION PLAN EXCEEDS 30" ENTRY PORCH SILL 2 SCALE: N.T.S. WOOD OR MASONRY ABOVE �j MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY += INTEGRATE MASONRY ABOVE MASONR Y KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO i I MASONRY KNEE WALL MAX 3 III COURSES W/ TOP K.O. COURSE CMU BASE W/ (1) #5 I W/ (1) #5 CONT. FILLED CELL VERTICAL EACH z REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 0 I MAX 3 SOLID. SEE ELEV. L COURSE F OR BASE SIZE W r r r (3) #5's EA. WA _j W -- W W U) X-A L-_*- --X-� 8" 8" SLAB PORCH SLAB SEE Ak \�FLEVEL FOUN DATION PLAN V SEE CUT (2) #5's CONT. T&B w/ 2 C14 CONTRACTOR TO INSTALL SECTION FOR #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE MORE INFO _j WHEN DEPTH ALONG W/ PITCHING SLAB EXCEEDS 30" 114" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL K-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 BLOGK FACE EXTEND SLAB 1 1/2" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE Af\ VARIES W/ 2XEP "4V ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM EXTERIOR. WALL SHEAR TRANSFER r7 SCALE: N.T.S. 2X4 #2 SYP NAILER. NA TO STUDS W/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 1 Od 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. 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/S16 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" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO, SIMPSON LSTA18 - - - - kSEE PLAN W/ (12) 1 Od NAILS CENTERED AT SIMPSON HUC410w/(14) - - - - - - - -- FOR CANT 16d INTO HEADER & (6) f SPLIT TO TIE RUSSY 10d INTO BEAM - SEE BEAMS TOGETHER ROOF PLAN FOR MORE OP W� INFO \-FSEE PLA JFJ SEE FLOOR PLAN FOR Y2" CDX PLYWOOD OR 3/16" O.S.B. 1A 11 MIN. (2) 2x8 #2 SYP COLUMN SIZE& BASE SHEATHING REQ'D FROM BOTTOM L-7/16" OSB FLITCH PLATE HEADER. SEE Q/S4 FOR SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING FOR COLUMN SIZE INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN REQ'D CONNECTIONS L_ I L & ADDITIONAL INFO. SCHEDULE/PLAN FIELD, EDGES & BOUNDARIES '�TC HEA Ri 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE& BASE 2X4 #2 SPF STUDS @ INDICATED ON BM. CONNECTION INFO 12" O.C. W/ USP SPT22 OPTION A SCHEDULE/PLAN OPTION B OPTION C 7v @ BASE & SPT24 @ TOP EXTERIOR SHEATHING . TO PO T ATTACHMENT rA ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 W/ (22) 10d NAILS OR SIMPSON MTS12w/ _-N (14) 10d TO FLOOR GIRDER x 1 1/2" NAILS BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION K*"22� SCALE: N.T.S. W/ (14) SIMPSON (2) HTS20 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR T P_5F_rAM 1q__1 i .. I I _j SEE PLAN FOR CANT. IF INDICATED 0 0 CORNER SEE FOUNDATION PLAN FOR MORE INFO 511 IK"I COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 1 SIMPSON (2) HTS20 W/ (14) 10d NAILS TYP. U.N.O. BM. SPLICE OVER CENTER OF POST q_./� MIDDLE SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. 2X4 #2 SYP P.T. PLATE W/ %" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W1 MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" V-411 GARAGE MONO/" 21 cri C%j C= C" C= '=j cc Cj -Z 9! cc I:= -= S: 2 M=.S! Cc jo Go, CL.= z ..FLO' ....... To it* best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 16- CS 4 -, ag a -, 61.11. 0 :1- - - � vs'� "'C"I NO s L-L W U_ - a. Lu 103 z -6;; 2 22, z 0 - �0 m M 04 0 2 W m 3 " 0 u') z IL LL (3 N z 00 in Q) 4-J 0 L.0 V) c::: it Ln =;, -5 U3 U LU 0 co 2- < , co cl'� cl� 0 Z' z c6 E z 0� �i 0 Cc3' E 0 . 0 6-o 0 r z z co -C '0 z .8 z z 8 mW z :5 00 W .,F 6j . . 0 � Z !- � a 0 C-13 N ICD .010 :� L6 0 CIO L0 < Cc 0 (n - !'�: LO ca *.j C) LO 3� m N 04 LO LO 0 < E m 4� CV) i6 LO z E E 0 0 _j _j JOB NO: 23-06105 SCALE: AS NOTED SHEEr NO. D1 I 17 J5 5 5 3 4 4 5 4 4 3 ------------------------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 1 Od 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 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 SIMPSON SP2 w/ (12) 1 Od NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'DTYP-7 SIMPSON LSTA24 w/(1 8) 1 Od NAILS :".'2 - 2 x4 SPF SIMPSON CS1 6 wl MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (111) 1 Od NAILS TO STUDS ABOVE & (11) 1 Od NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C: AT 16" O.C. U.N. 0. SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HE DER SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF P F AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE r PRE-E IN ERED SIMPSON SP4 wl (6) 10d x 1 1/2" (USE B 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 T (72) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO Tol TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS \—(B_)---// INTERIOR HEADER 2 x 4 #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS F TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F 2x4P.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 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 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 $I M PSON LSTA30 w/ (22) 1 Od 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" 0 * C (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 1 Od TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 1 Od 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) 1 Od NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK __k W/ 1 Od NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO 1. APPLY SUB n 0 Itt FLOOR + ADHESIVE TO 2x4 CONTACT SURFACE �A 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. E N D REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" 0 1 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 JOIS END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 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 (1) S I M PSON LSTA30 w/ (22) 10 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 @ ERIOR HEADERS END OF HEADER SEE Q x (11�1)2 SILL PLATE W/ (2)12d TOENAILS. REQ'D JAMB INFO ILI OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 1 Od 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/ 1 Od NAILS @ 8"O.C.- TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM I Od 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 1 Od NAILS BENT OVER TOP 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___� I ; EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB A (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/ 1 Od NAILS (2) 1 Od 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. 1 Od NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING 0 FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 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 SIDE U.N.O. ON PLAN — 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. (2) - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. EE PLAN FOR CONN. NAILING AREA (TYP.) SEE PLAN FOR COL. SIZE ��(2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING f :2 ---BAND JOIST& BLKG. OR LVL GIRDER M (BLOCK SOLID) SEE PLAN FOR COL. SIZE SIMPSON HTT4 W/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT c? SEE FOUNDATION PLAN FOR F7G. REQ. 2 STORY COL. @ GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" 0/ PROVIDE 2x4 ON --J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 1 Od NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 3 TOP SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. (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 HEADERISTUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE d ENAIL (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) 1 Od 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) 1 Od NAILED TO STUD TO STUDS ABOVE PLATE PACK w/1 Od NAILS @ 8"O.C. FLOOR DECK 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 HEADER CONN. @ 2nd FLOOR,/�4 SCALE: N.T.S. � 7 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP SEE INFO BELOW ON CONNECTION; PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSjIDE FLOOR PLAN FOR HEADER CONNECTION DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 12d NAILS AT 6" O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 (2) 2 x #2 WALL) @ 24" O.C. SYP U.N.O. 2 x CONT. T & B 2x CRIPPLES TO MATCHJACK STUDS BELOW BOX HEADER (2) SIMPSON LSTJ2 w/ (110) 1 Od (2) 2x TOP PLATE .NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT -h N-A-i TOP AND SIMPSON SP1 W/ (10) 10d NAILS AT BASE 'PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) A ADDITIONAL STRAPS —SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) S I M PSON LSTA24 w/ (18) 1 Od NAI . (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 ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. plo� Cr3l C%j cz cr) C* C cc�,, W_ 0_ 9 .19E g cc C2 L3, cc Cv = C= to Ca. CC 0 tj CD C14 _5 Uj PLO? & " tqo" Esslotlp'�, 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 8 Ro C� 0 :@ - 20 cq u- u- 'LLU Co cc LL E Cc 0 z IN (D Cv M (D C1 4--) u, ro LU M M 0 LU (A C-4 V) X E 8 U C�� < CIA 0) z Cl> C', 0 E -z 0 z < R 0 .- C, F_ 2L E 1W �-' < 0 2 6 x � 0 '08 0" 0 S 0 < 0z X C: M 0 Z z M .2 z < W Cn 0 -5-0 W z 0. zE r M 0 A < 0 cl-> 05 .2 12 C:) L6 cri T cc 0 co LO :3 L0 T— >, Cr , ca T_ U) .02 LO 0 0 L0 Cy) LO Ill- C,4 < Z6 iia E M CV) V_ E :3 T— L0 0 z z E 7— E C13 0 0 < JOB NO: 23-06105 SCALE : AS NOTED SHEET NO. D2 Z . I LAJ M L0 C14 !;2 C Cn =0 Q 3 L0 �2 CID PO Cli L0 C� LO ID Jr :19 C IR, to 0`1 E E ID 0 LZ LO 0- r4')� LU FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE 7 RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-11" BEAD OF CONSTR. (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4. SHEATHING L BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND AK WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID :� EXTERIOR R703. 1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED WINDOW) C2 NAIL BRAND OR EQUAL WEATHER �o CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. WEATHER I SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE ID BARRIER SEAL TOPS OF JOISTS WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or UNDER DECKING SUBFLOOR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING ---------- horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 -- inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXTIONS: 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 1 . Cut, fold up & temporarily secure weather building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seat with tape Q 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. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the barrier is EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL1 POTSHELF/ CHIMNEY SHOULDEf water -resistive that applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD FLASHING JAMB & HEAD NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER A H NG SEE F L S 1 6 THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMIJ - MASONRY BLOCK F �D�W UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WIP01) 4PER membranes used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOWBUCKTO EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK -------- o VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT 1HRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 WINDOW FRAME WINDOWBUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02)---,, AND EXTEND TO -WINDOWFRME 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE o SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing door be installed in 6) TOOLED SEALANT at exterior window and openings shall accordance with one or more of the BEAD BRIDGING REQUIREMENTS 2 Ar, following: 2 CLADDING AND WINDOW FRAME SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturees instructions. Where flashing instructions or details Q AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 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 DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING (SEE DETAIL WP07) 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barder 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLAS ING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 4 12 MIL (min) DRYLOK EXTREME 4 APPROVED FLASHING TAPE /DOUBLE 4 4 'V'SEALANT SOCKET WITH 7 JOIST 4 7/8" Cement Plaster TOOLED APPROVED SEALANT SINGLE WOOD BEAM FBELOW Foundation Wall - in accordance with 7/8" Cement Plaster JOIST SELF -ADHERED FLASHING 1 ASTMC926 in accordance with A SELF -ADHERED FLASHING 4' 4 ASTMC926 2 1 4 Felt backed metal 3" MIN A lathe in accordance Felt backed metal SELF -ADHERED -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC 1063 5 Building Paper Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. Metal sheathing SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHINC SELF -ADHERED FLASHING FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. PRODUCTS DETAILS TILE FINISH STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT cauk boftorn Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK > BARRIER MRB) BOND BREAK WEATHER RESISTANT BARRIER BOND BREAK WRB SELF FURRING (SF) LATH 1 1/2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) PLASTER ACCESSORY 'OSB', Sheathing Installed As Per SF LATH SHEATHING, PLYWOOD, DENSGLASS Manufact. Specs. V-4" PER PLAN Detail Instructions *4 V-0" PER PLAN WRAP DID WRB ONTO THE VERTICAL 1/2" Cementitious Refer to the number marked as # in each detail that corresponds to the SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list o instructions below: FLANGE AS AN AIR in accordance SLOPE BARRIER with ASTMC926 All inside and 1. Install self -adhered flashing in order as shown by numbers 8" CMU 3-1/2" INCH FLANGE over wood 2nd 10 outside corner will floor 2. Install flashing and weather resistive barrier to form water shedding need to be miter laps 4" OR 8" CMU cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) Z Z STRUCTURAL FRAMING buft joints need to 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT it becaulked using embedded in the adhesive layer) - for ease of installation and to cc 11 STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts 4 LLI CIL U.1 CL THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. ---STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and i- U) W DO NOT SEAL. CONTINUOUS BACKER -41 :�,�DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (15" x 6" 0 LU 0 ROD & SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED LU LU A I BOND BREAK WRB ACCESSORY 6. Fold as shown by arrows 4 Cr LU SIFLATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to F::] -_::� - 5. fit tight to corner 4 WER PAN VINYL SHO H 0 8. Mechanically fasten as necessary 4 Cn ---------- I Note: L The building paper and metal lath must be 4 Cement installed over the top of the weep screed. 0 PLASTER STOP Plaster CONTINUOUS BACKER ROD over block & SEALANT 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL e SHOWER SEAT SOFFIT/CANTILEVER SCALE: NOT TO SCALE C" C= C* cc C-3 V4 "0 CIE, P = Cc -C 3:2 cr_ 3: Co 4J 0. C.3 2 0,> C14 C=O C'4 C=0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenfial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineees signature and seal. In W E o c,, 8 0 CO Do 53 4 '12 5? 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WP1 Mounting Brwkets (10 Gaugil 4-1t2'x+V2'x2-12" See Anchor Schedule solts 1 �2` Dia- A32S GaIv. fTyp') 0 7 �w ry Screws A A/C Wit Bottom Edgt /C Vr' H ur urricane Strap - In (Typical- 3 in front) :SS Front Cross Support VZYC (May be Lut to W) Left Bradcet 0 6 Gauge) 0 14 Self -Drilling Screws Thru Britickets Back Cross Support Into AIC Unit Bottom Side (Typical: 3 each side for hurricane use) A I" 11� Washer; Self -Locking Nuts SI-lu- ui,Ulawn uwkins - M-W anud-li H-c.A. a. - Raised Said Dermal avos"& upon lossipmer fise wig spills) 8Kk Cross Support (May be cut to W) Right Bracket (liti Gauge) Florida Department of Business & Professional Regulation Page I all Building Codes and Standards IZ15=1 Product Approval Application Detail ;go Indity 291 P" calls Partial 20 MM version W�famm Submiaed M Aceroyal Aparp &am Affirmall. 2D20 Smart Vant Prodiists, IN MOW Grals.. HaromselF NonaroPE Looks B-dam P E 12M800" 12M6n02D 12t2&=20 Appd Category. Structural Cconixonents (677) 441-63H IFE-73T711 (334)30D-1600 SubCategica": Produces Introduced as a Result or Infoltsmarl"ni.coun Nw Tachnnony Mxahoxt Evaluatitun R ' It- FlorldeRogistenvolArchit"torat.] =PaidFlorldia fL*sm4wp.d.k Pro,ce,,onal Enainw Ala go Nusinfloss-orthres Quality Assurance Amoacil"Us, Product Description Wah- pat, I, Acbroinsillforthiss W" Outdo, HVHZ kn� 9-firlard pedw P,- 1 Mode 11154OL510 Dual Function Floodiind Williston Vent 12G1112023 Y. Y. NIA .1001,100 2 SainuiVent Node #154"1" Dual Fund- Flood and Vended. Vord 12031,2m Yet Y. NIA -10DA100 3 oneriVent Mode:#154065n asulahadFloodVerit JV31112023 Y" Yes NIA k 1, w � 1000 4 SiriariVent Model 01540-521 hioulittedfloodVent 121310023 YIN Y n N JA do A. 5 SamnVent M'do $15406524 16&quat; Garage 0 Flood Vant 1213irJ= Y. Y. NA N/A I Smartt 016406570 Wood Wall lowland Flood Vital 12J311 023 yu Ye" NIA -100 100 .1 :Mod. Sonaliven Mcdl�#1540�574 14.5l G.raq. Door Flood Vant I 2,311r.2,23 Y. Y. NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fail.lafl 111412021 10- Erg& oir gait 20 D"140dna 20 M" V"- 111-fied- Coolant laphigAI&M valkleased far 11,11clasted Submitted FOCAMI-al Amovial SIA., Ronvaloo 2020 Dmwot Metals. IN. j� summers Zachaty R, larlest Locke Bowdon P E. 011"2020 cesoRW20 Oand?0213 10(13=0 Appronix) caargary: Rooting tSO21303-1511 PE-74021 (334� 30D-1800 SubCaunow. Mat at Rodni; Ishurnsitalilidnamnst.com OOFMIN�e MetM Evaluation Repair Tom a Florida Faitiviamid Architect or. Licensed Florida Professional Eronear F1.9176711401proulaft. OLioftAtM�e Aporasnall for Use Approinallsarthas kmmi Exislon It" Product Description In H111911.1 out" W412 flawlsol Pleasant, ONC 10ONS, OMC 150,91t: DMC 175S, DMIC Zoos. 12131f2025 Yea No WA �180 DUC 5V Flo ride Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 _1 - 36=1 Qk btft or aft 211 Dab Fasnifirat am AM MINN. all-dacturer conlact Valklahad by Usfidelled agog= FBCA,,-W Atictrainod status R.M.1on 2020 Therriat-Tru Corperall Stm Jiniparsori Lyndon F. Schrola RE- Ryan J rung, lx.E� NMW2021 12MI12020 04=7021 0898r2021 Appr-d Cartiterr- Ederi.r 0 (8001843-7628 PE-43409 (813) 767-055 Suixtatergarr. Saringing Extedor Door Assemblies Compliance Method: Evaluation Report it= a Flarid.R.0 Professional Engineer PiAUMIsM Fieduals, Goal A-, A -sears! f- Use Aitaxioned for Use knead 2all lag mb,,r Name !=!!iFi'b1a,Clo"c Itivilud D-,bAi,, In HVHZ OutWdJJVHZ RW,It P- 1 and Son-h-Ster Nominai s"wo aquot Impactliquot; opaque 1243IJ2028 No Y. Yes WA Composite Edo. Fiberal single Door linwingFOubrialig: X configuration] 2 b.rharm.-Tru Fits-Chissiciind Smooth-Ser Nominal S&aW;5 8qual, Imptic4quot; opaque 1V31(2028 No Yea Y_ WA Campoeft Edge Fiberglass Single Door with "Ithics) Qrshvingloutirelog XO. OX or OX0 config.ration. 3 c. Therina-Trir Fiber -Classic and Smooth-Slar Nornhal OW91 liquot. Impactiquot. cps 1MI12020 No Y" Yes NfA 4 d- Tharma-lou Filow-Ctits9c sod smonth-Star 5 a- The-T. Flicar-Cl.". ad SnroM�Slar 6 1. Thearre-T. Fluerasamcand Smoom-Star I g. Th.-.T,u Fib-Cl ... i...d a h- Thearria-Tru Flbw-ClssJc and Smooth-Sar a 1. Thermal Filbor-Classic and Smolit". 10 1 Thernae-Tnu Fib-Cessic and &-th-Ster 11 It Therma-Trut Fbff-Ossal� and Smocith-Slar '12 1 Th--T. Fib.-Cl.- and So-oth-Star 13 In. Th.-Tru Illb-Claft. ad Smodth-Slar 14 r. Thearmt-Tir Rthea-Ciassic and Smooth -Star 16 a- Themil Fither-Cleassic ad Smeoult-Star is p. Th.-T. Fibar-Climsic ad Sor-th-Sar 17 a, Thame-Tru Filber-Classit and Smooth -Star Composte Edge Fiberglass Double Doeir With or without Sid.Em naIswing(Oulewlsit; XX or OXXO configurations) Nommal 84AM10 liquot"d6o'.1; Opaque Coroposito Edge Fiberglass Shea Door (Imaxi.elowl-hag; X landomedlow Humane aulaoSio aquat;1m".Aquot. Opaque Ccra"att FASe Rowsaase Single Doorwim Sidiall 0runirloglout-inn; XO. OX W OXO configurations) Norrms, II&ON.0 8,pot:11minietilquat, Opaq.. Comp.ais Edge FbKgkm Doubts Door with or .'shour adbIlb. XX or OXXO _fo,.i-" Nominal SMIGGA 4,aucCh"atl Glazed Camp.." Edge Rberella. Single Door (Inwriorouts-Z X conlipunation) Hantrusi SAIMA &WICImpedLoual; Glued Composite Edge Fiber" Stage Door with Sidelitio(s) 11"roottinalno: XO, OX or OX0 coahouration.) Nominal 68=;8 3,qU0t:hsad&QU01: Glued Composite Edge Fiberglass Double Door with or .1thoutildefloo; girsawne/Ourts,,xing; XX or OXXO collfigundlorls) Normal aaeolt.,l) 8,daucit"IsHouat; Gleand C*Toosfte Edge Fiberglass Single Door fln"notoumaling: X cunt""I Nominal aswaoilo &cpat;In"d&qucl; Glued Cambodia Edge Fiberglass 81"Ift, Door with Sidelit") XO. OX or OXO configurational Normal 8"2s.0 &cuot;kTpxaca&quot Gazed Campost. Edge I'lluerglass Doutplar Door with or wth but solution OnsainWOutgolng; XXor OYXO configurrit'" Hummel G&M.8 4sclid;ImPtictAsua, Glausul Molded Open Composite Lots Fiberglass Shiglat Door i "I"900utioning: X comfiguration) in =tVipactl6quot Gluset Nominal IM4311:6 Molded Op. Coonpades Edge Fitherglains Brill Door with Gazed Molded Op. Sid.1how ths,mmolourt"J.";X0, oxa, OXO conigurations) Naral 6ANIMA "at"dilatu.1; Gazed M.Id.d Open Composit. Edge Fiberels. Double Door %ft or without Glisead Molded Open Oldsters (hinarmorouts.tral re O)DCO configurations) N.Maloal 6&'M .18 &CFJCI:wwct&wot opliquil, Cornp.oft. Edge Fithght. Single Door in Molded Open Sdollain) X0. Ox or OX0 coafiganall Nominal 6&0M 's Lcmd:11impediduot Opaque Composk Edge Fiberglass Double Dwwdh or Z Withoult Glued Melded Open Sidelines (klWnVOuMwing�>G(WOXXOMOgUr.Omo) 12?31/2026 NO Y. Y. NIA i2a,12026 No V. ye. WA iV3112026 NO Yes Y. WA 12Cl/202% No Yas You WA 12131=11 R. Yes Y. WA 1213112026 NO Yes ym NIA iminam NO Y. Yea WA lwir2on No yea Y" WA 1213112=6 No Y. Y. WA 1203112026 NO Y. Y. NIA iMI120M No Y_ Y_ NVA l7J31)2026 NO Yes yes WA 1120112M No Y. WA IM112026 NO Yes yea NIA Florida Department of Business & Profeetsional Regulation Building Codes and Standards Product Approval Application Detail 1214!k 5i_ *0001_�O Ant-01.1- Qk JIMM gas 20 Dallas Pmdna am TXM Isil Manufacturer cosal Enal-ILLIcam- validated He Validated Submitted FW ANtrovall Approved Amd, Ren,ulan 2020 POT Industries Jon" RcoNadI )me�i-oacm scoo - CER Mlarral-Dado B= - VAL 11111EV2020 10121112021) IM24=26 Approved categlow Exxtar Doons (941) 4811-000 (res) 3is-2fto SubC.I.Iteryt Slidirg Exorlor Door Aiaternbil.. Campliance 1111.1thod: Codfi.elon Me rk or Lial PL#251-M Products Quallb, Assurstram Aor-elforkhar A--,d for U, ku= Deal- Pro" Direction- Oak- in HVHZ outside gonymr Resistant prassuee SC=ctilhadaLlitumber. 70 (La W Nasals knixect) MrA Stains 011s. Door Y. Yea Y. WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below If they wil I be util ized on the c onstruction project ibr whic h you are applying for a Category/Subcategory Manufacturer Product Description 1 Approval Number(s) 1 Test Pressures 1 Exp. Date 1 1 Is EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL1 5332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 80001810018200 #1124 (16X7) FL8248. 11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curfles Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs or Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 It 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 1 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7115/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. S I D11 N James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL1 3192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sofit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. AS P FIA LT S HI NGLE S GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (1br Shingle Roop 151b Felt Uncleflayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (lbr Tile Roop POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galtilanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Stmng-Tie see c hart B . TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels. NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/2&2024 The products listed below did not demonstrate product approwl at plan review. I understand that at the time of inspection of these products, the following inibrmation must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Fees I C43 Building Codes and Standards irJSM22 Product Approval Application Detail IN OW" . . . . . . . . . . LIN Version Manufacturer contact Enalreer & Ucense Validated By Approved R�ision 2020 7herma7ru Corporaton Sit- Javerso" Lyndon F. Schmidt, F.F Ryan J. King, P.E. 07 7/lZrA20 I oil at= Approved catwrf. Exterior Doons (800] 843-76M PE-43409 (813) 7674ZW Sub0st"cury. Snunging Exterior Door Asserribleat ejaspersomilitthearmartru.- 111:111 Compliance V400d: E�lustan Report from a LAJ Florida Registered Archted or a Licensed Fiords Professional Engineer FLAMT04t3 Praw to C.-D C-A 2.4 S-9 Product MOM. Malarial Natal ProductDiamnotion CwbiwtExolraMw v III HWV N 'a' 9T'r I a. Therma-Tru Fiber-Claussic and Samooth-Stitur Nommal 8&1kV.B &qux;LIniput&qucu; Opecass Composite Edge Fiberglass Single Door 12/3121= Y Y Y Yfto _01 'a WA (1-ing/Outi-tig; X "'Figurelion) at 2! - -:19 2 b. Tharrina-T. Rbw-Classix; and Smooth -Star Nominal 8&0*. 8 ud"no uat Opaque 12r3ll2= Yes Y" Y Ye% 2 COY" N1A Composite Edge F�bevglia is Door"th .=q CUP 15 Sidelor(s) Onswro/Oubsomilgi, XO, OX or 0)(0 configurations) Cl) 15 3 c. 71termil Fiber-Claximic and Smooth -Star Nominal 6&#30, 6 &cluorimpacAquot; Opaque 12*1= Yers Yes= CJ *jYeft WA Composite Edge Fiberglass Double Door With or Wthout Sakaftes (IrrahnnnWOuboxving; XX or OXXO C' J'a L) 4 d. Therroul-Tru Rber-Clatralic and Snoboth-Stair configurations) Nominal 81161l aquotimpactlitcluot Opaque 12131 I= Yest as WA Composite Edge Fiberglass Single Door ansyAnglOutiNnralg, X coffaumation) 10 5 Thamme-T,u Fiber-Claut.i. ad So-off,81sur Nominal 8843SO illquot;ImpactiI Opecons 12131 r� You Y- = Compoeft Edge Fiberglass Single Door With Cc Sidelks(s) OnowngfOublowng; XO, OX or QXO configurations) 06- 6 T. Therrma-Tru Flixer-Classic and Smooth -Star Nominal a&1M,0 a4uoclpscb&qual; Opaque, 12f3112022 Yes Y" WA Composite Edge Fiberglass Dou "is Door snAh or without Satellites (lasixininglOutswin.; XX or OXK0 configurations) 7 g. Therrina-Tru Rialar-Clas.it, and Smooth-Sbor Nominal 684M,11 i1xiluctImpact&qual; Glazed 12r3ll= Yn Yes yet NIA Composite Edge Fiberglass; Single Door ensiving/Oulteannit; Xopirdiguration) 8 h. Thermal Filaw-Cestak; and Snosioth-Star Nominal ft139,.$ ftuotimpacti6quot; Glued IV31=22 Yess YM Yes WA Composaft Edge Fiberglass Single Door nft Sclelitia(s) OnswingiOutwoerg; X0. OX or OXO configurations) 9 i Tharme-Tru Fiber-Ceoesic, and Smocith-Stuar Nominal 88~ 9quacimpactillquot Glued 12/31t= Yes Yes. yes NVA Composite Edge Fiberglass Double Door with or vAltiout SkIeltse (IneMnstOutioxing; XX or OXXO configurations) 10 j, Thernale-Tru Fitair-Clossic and Smooth Guar Nor"Illial S&1W,0 iliquot;Impaculquo� Glazed 1213V2022 Y" Yes Y_ NVA Composite Edge Fiberglass Single Door (1-Wirg/Ourbaning; X config.raft.) 11 k. Thwarma-Tru Flatar-Classic and Smacolh-Star Nominal 8&439,0 ficlucOmpactillqual; Glued 17131f= yes Yex; yet WA Composite Edge Fiberglass Single Door Wti sidelite(s) OrrovoingaOutanxing; XO, OX or OXO wnfi unations) 12 1. Thenral-Tru Filopr-Chismit; and Smoolli-Star In 1811,091,09ituctImpactillquot; Glued Nomps 1=1= Yes Yee Y" WA r -'roposialls Edge Fiberglass Double Door wth or Ywthout Sdalites (InsomniglOulasuing; XX or =0 .ofigurations) 13 ni Therma-Tru Fiber.Classac and Smooth-Slar Nominal 6&#39.5 aquolompactil4qual; Opaque 12131 r2= Yes, Yea Yes WA Composite Edge Fiberglass Single Door Willi li6quothlon-livideactIliquot; Sldel*S) (Imaning/Outexodirs; XO, OX or OXO configurations) 14 n. Thearma-Tat Rber-Classic and Smooth.Star Nominal 6&0M,8 Opaquis 12J31 Yes, Yes yet NfA Composite Edge Fiberglass Doubts Door vM &cturatIN-lanic"quot; Skialitals(IneovingfOutsWrig; O)D(o opirfiguration) 15 o. Thernal Filater-Claosio and Smonoth-Star Nominal 8&11 ftuot'Impactkuot Opaque 12131rz= Yon YM Yee NtA Composite Edge Fiberglass Single Door Wth &quothicri-ImpacAquot; Sidillits(s) Qnsoving/OutuxMital XO, OXorOXCiconfigurations) is p. Thammi-Tru Fiber -Classic and Smooth -Star Nominal 8&#WD &quaLlhipactilqual; Optique 1 2f3l r= Yes yes. Yes WA Composite Edge Fiberglass Double Door Inth aqual;Non-Imosettlucluot, Slifiallbas (Inisailing/Oulaw nti; OXXO configuration) 17 q. Theor-Jru Fi bar -Classic and Smonth-Star Nominal S&#3a8 &q.,*N.n-I.pi&qut Opaque 121311= Yes Yes No WA Composite Edge Fibarglass Single Door OnsoniniWOutrionial Xconfigurallion) 18 r Thermus-Tru Illator-Classic, and Smooth -Star Nominal 611,41l &clucitNon-Impactiliquok Opaque 12J31r= Yes Yeas No WA Composite Edge Fiberglass Single Door with Sidelts(a) OnsWriotOularmng; XO, OX or OXQ oonfi unations) 9 19 a Themns-Tru Fillbeir-Claseak, and Smooth-Stior Nom maI6&";S&quct;Non-lmpaod&quc� Opaque 12,31/= Yes Yes No WA COMPORNi Edge Fiberglass Double D" Ixith of without (Inioning/Out"rig. XX or OXXO configurations) 20 It Thermis-Tru Fibef-Chassic and Smocath-Star Nominal 81111439.0 ii6quotNon-limpactiNquot; Opaque I Wall r= Yes Yes No WA Compoil Edge Fibeighlisa, Single Door (In"'ing/Ouriswing; X mnNuarlon) 21 u. Theximixt-Tru Fibuor-Classic, and Smooth -Stair N�amrlal S&IW.O i1quotNon-Impactaquot; opaque i 213112= Yes Yes No WA mposite Edge Fiberglass Single Dw ft Sickillitio(s) OrtioningioOtibamig: XO, OX cx� OXO conflaurational 22 Therms-Tru Fibax-Classic and Smooth-Slar Norrunall 8&439;0 &quothlcxri� Impaclikoluot Opseque 112131/= Y- Yes No WA COMPOWS Edge Fiberglass Double Door With or without Socialites (IniamnalCubsoving: )0( a 0)0(0 configurations) 23 Therma-Tral'iber-Claossic and Smooth -Star Nominal 01111ill flucructNon- Irnpacilkwat; Glued 12t3lr2M Yes Yes No NIA r �ompoailqa Edge Fiberglass SrVIe Door in"rolOuL-ing; X configuration) 24 x- Thearral-Tru Fiber-Clausic and Smooth -Star Nominal W39.8 IloquothictrI ImpavAquot: Glazed 12131= y� Yes No WA C'mPostni Edge Rberglause; Single Door with Sidellst(s) (InisainglCuboWng; XO, CXor OXO configurations) 26 y. Thermal -Tru Fillser-Classic and Smooth_S1or Nominal Glued 12r3lr2M Yes Yes Nto NIA Composite Edge Rberglass Double Door Wth or Without Sidelfies (Indaming/Oudisaving; XX a OXXO confturationsi 26 Z Tharme Tm Feer-Classic, and Smooth -Star Nominal 811"10 llquatNonimpecMquot; Glazed 1213lr2M Yee Y" No WA Composite Edge Rberglass Single Door fliaNentiMutporing; X configuration) 27 Thearne-Tru Filtex-Cluesk; and Soncoth-Star Nominal 8&#39:0 liquothion, Impactaquot Glazed 12131= Yes; Yes No NIA Composes Edge Fibearglaxia; Single Door with Sidelial Onswrig/Ourfinaing; XO, OX or OXO configurations) 28 zb. Thenna-Tru Filpt-Clitassic and Sarawth-Shar Nominal B&A'39:0 Squothion, ImpaclAquot; Glazed 12131r= Yea Yes P40 NIA FiNaTim Double Door Will or OnshvinglOultinving; )D(or O)Q(0 configuraltions) Florida Department of Business & Professional] Regulation Pat. 102 Building Codes and Standards IFJ202l Product Approval Application Detail 22& Enter a R& am Dal lianclim Dal mm yAcilgo N,,urd,- Contact X&OIN& imommig Ewamma agamm man Roullon 2020 MI Windows and Doors grant SPITIM Luis Roberto Lomas Seven M. Utah. FE 10001IM20 100HU2020 ionam2c 12111 5W20 Approued Callow. Exterior Does al 7) 385-33DO PE-62514 1717)31F-5454 SuiduCalegarr.911drig Exterior Door Asseriblien; traulngentlimmad- Cofrl)llancs Metho* Eneluallon Report tom a Flo*k RegultimsdArdiftect me Ucamoad Florid. F1.101553aftlerealud, professional Enallnear Aw gualftyAlineuraineg Approvialloi Avaroyed for Use outside HVHZ Ro&*IW knew podw 1 SER 420 ALUM NUM SM SERIES 420 ALUMINUM SGO QXO 12011120241 No Y" No WA :ES 145-11"Quotx80quot: NON -REINFORCED 2 SE 6111420AILUM�NUMSW SERIES 420 ALUMINUM SGD OX XO. 12131112024 No Y. No NUA 91158,qu.4.808cluot, NON -REINFORCED 3 SERIES 420ALUMINUM SW REINFORCED SERIES 420 ALUMINU in SGO R INFORCED OXO 12J3112024 No Yes No WA 145.3,4"q..tplawu.1; 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM GGD REINFORCED OX 17J3112024 No Yes No N/A XO.)0(9%quoty9Sl 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 800 REINFORCED )OV 12f3i/2024 No Y. No WA 143&quot:x%&crjot. Florida Departryond of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.9. 1 r2 10=1 -A ago= 1101, D" Dift Panama no DA vaildim By submmm FISCAMMild Aparinnod an& FNMSIon 2D20 W.W.D.M., . dvid. of C-lit.0 Door owityri. Komlsh John III Scale. Jolk" R Ameace. P S 1QM2rA20 (19620l 10rM020 12tl5M20 ApPreuxed Corporation (330) 763-8121 PE-51737 (904) Ill Categiss, Exhader Doons ducintshillasyne-dallon.c SubCalsouarr. Sectional Extarbar Done Assambi a, Orn Conrail- M49hod! Evaluation Report fleen a Florida ShillsternsdArchis"'t oir a Licensed Flood. PLM9424M professional Engineer Products Modid. Mumber orr Nams Quark, A,- A-,,d he Use AcknovadificrUs, Fareskrit Description It In HVMZ ounce UL19 umim Rtdst" prannaurs, 3 DOM2004MI05 9&M. Max wkkh. 14&439; Ma Want. Glazing 1213irM3 No Yes Y" -31.0005 DO section. 10 8000,61OW200#1123 121312023 NO Y.. Yes .30,0003.50 avallable in top or intaffriedialo section, 11 600018 1 0=200 81124 169439 Mu vAdth. 1481139, Wax heighd+ Glazing 12131=23 NO Y" Yc's -34A01-38,30 asnulleble In top or intermadlida, section. Florida Department of Business & Professional Regulation Building Codes and Sta radards Product Approval Application Detail Pawl all 15=1 01�1WA-150-W gm mnfta DiLt a" Dal lainaffiria am mm version Manufacturer contact Emaloser & Li-, yAladom YMW" Submitted EW&Mgmft A,-,,d alwi R"a0r, 2020 CurriesOlvislorI IN Turn RK* UL LLC Troy Bishop, P.E. 1211 Gr= 120010020 12121121320 Apparoxed Category. Exterior Doars :641 � 494-21913 947-OON $UbCUepfr. EVerlor Door Components am.'aft.M.'saablay- Compliance Mohoct Ctaftation Mark or Living an EwdlLU.NL&RUA gwtb-&UHEIOU Approwd this Us, Androitand for Use Impact political awl Product Disctft, 1, HVHZ Outside HIM Resistant F- - as 1 =Tw�" 717a's-nd 64T Single and Paris. a Flesh. Glued. ad L.-.d tungh, and pairs of 120311r2as Yes Yea Yea WA Doors hellos, metal dcxmat� Florida Department of Business & Professional Regulation Pop 1 f2 Building Codes and Standlards Product Approval Application Detail C-0 mww ouds 20 0.1a, Pamilre Mul va's'" Contest LowwoLLUR� Valuated sax, XL9" MAMUM9 FSC Anummael Ae---,W status RoAslon ZD20 MI Windo" and Door Wotsmirg, Annedcon Architectural Stexxon M Urkh FIE 11/11?M20 11 M 7IM20 11127r2Q20 Approued catsaw. Wide" 1747) 385-3300 ManuflacturiarsAsscicuthent tll?)317-8454 sulaCabigorr. Snal Hung bistinuarillimilard- 001mainholl Method: Ceffloaffoo Mask, or Using Amaynall for Chus Additional far Use 1,04d 22= mariallort ties in HvHZ Quital HVIRE Ralstant Pleasure 2 Mod" humbs" o" "ame 52X72 FINI'loge Frame IG)SG Single Hong 1 DM&=3 No Yes NO _60,64) Liralmnxid Glass I Cn -00 CU Cn CU C= 0 2 25- CU 0 .0 CU LL_ 1x4__ 0 CU > .cn Cn -0 E w CU 2 1,x- CU -0 .6.3 W all Z Cn E Cn > > L CL 0 oxxxxxill 0 L- U) "Mi'lliss"I'll CU M CL L CC LU Z Z _J SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Page 6 of 9 Flonds Dope rtment of Business & Professional Regulation Par I all Florida Department of Business & Professional Regulation Pagel orl Florida Department of Business & Professional Regulation Petal d2 Building Codes and Standards lr25=22 Build rig Codes and Standards Building Codes and Standards Building Codes and Standards Product Approval Application Dartaill Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 2291 End& or 291 21111 Diftelcondina Enter or Data W Cato lone'lliho Entity a lilft. ;K1 Dae lessecina Intity or allut am Chas, Penland Vertical Manufacturer A, License Validated OV Validated tilijbifififited FRO Approval Approved status mulat Venpori Manufacturer contact ansainow a ucery" Validated IN VilideM attanitt&d PlICAccrovid ADIXOM status mudi Yin= almd1suK Contact Ementer&LIcans, Validated all, V.Ikuad Submitted FBC Acavervol, Ator-d sea Alconaved Ravi.i.. 20M Therme-Tru Corporation Category: Exteri0l' Doons Steve j-pamson Lyndon F. Shmi# P E Fly- J. King P.E� (8DO) 643-7628 PE43409 (813) 767-65% 10)07rAnI OW18rd.021 1 CY1 3= 12M 5r2M Approved Aftnallon 2020 POT Industries Jer. Roweld 1A.mi-Nd. FICCO - CER Mkorri-Ded. BCCO - VAL I IMMDN 11105=0 litiirn2o Appro�d R.,4M. 2020 MI Vlilkd�s and Doom Brent Stinger Arreflown Arclikedoral Steven hL Urich. PE 100011112020 100:1502020 IOIIWZ20 AppNoad FaIniskon 2020 kill Wrid- and Door them fillung' Amedcon Arch ledurel Steven h1l. Union. PE 1112=0211 11122=20 iiaaA2o Apploload Subcategory: "nging Exterior Door Asocial sjasperacriCtherniatru.co Callespery, Wn (941) 40&MOO (7116) 316.21590 calegosyn. Windows (11 ?1 35!�3300 ManufacturartAssociellon (7M31T-8454 Ca"cer. Wrillaos, "cw#prr. Fired 1717) 365-3300 M-fteturars Assoclah. i?IT)317.8454 Morgoorrilwil- compliance Method: Evaluation Report from a flud'Cidg.'r- S.W. Hung J, owsiditipstincluotroac "Calogorr. Monitorial Slid. Compliance Method Certification hil or Liedina blahipwitunlood- CornplLonce R%tht Owtificstion 16d; or Listing Floride Registered Architect or a Licensed Florida Cenichands Method: CWI#..U- Mark or 1_11,6�g Professional Friginehol, PUMD&JUSProducti, FL*15=.Rl Products FL*1534"14Produds F1.11211106147-Pildhight QualftyAssumn� Ancrovadforthe 6=2Xjgj2L" JM= QU= it" Product Mod1L Guall, A,- AlagoddaLligulas Approved far U., harboat Queen In HVHZ Outdclia Registers Nel Qualfty Assurance Approwdler Us# Asecrovell fall title lmpac asm he H%W 2WI99LI= fildiall" paidw Pr -re Product Model. Murnber or therm Product poserk)uo Contract Mmirobw Date holaildlgLLIBI kum Deft lnmvmz out" WAR Rddstmt Preasurs Sees Product Ishodel. Number or Name Product Description Contract FxPkrv_Wre Date in MvMZ Outside HVMZ Resistant Pressure 2 SM5500 (Large Nestle �pd) Vh)A 80.91. Hurgi-Wnd- 07r.G=5 Yee v.. ye, WA I Finard'Phl.rg.Frome 73.621-hellMIGI.. 02118=24 No Yee No -M-55 1 ISSI'Vir 73 k 72 Insulated (Ass, (AM120Z No Y. No +GY-60 1 a. Thermst-Tru Fiber -Classic, and S., oct! -Stor Nominal 8W39,.8 &quct;Non-lffWct&quot opaque 121311= Composite, Edge Fiberg low Single Door No yes No N/A -0 dft (Insakinspioubschring; X configuration) 2 b. Therme,Tru Fiber-Classio and Smooth -Star Nominal 6&#3Q,,S &clucithlon-Impecaliclucr� Opaque 12t3il= No yes No WA Composite Edge Fiberg law Single Door vvb Sdelise(s) VnswingOuterning; XO, OX or OXO 3 a Thorms-Tru Floer.Clastic, and Smooth-Ster Nommal 68*39:8 8quothlon-ImpactilLquot Opaque 1213112022 No yea, No MIA Fiberglass Composite Edge Couple Door Wish a 14, cc cz, Without Siclelites (I n9vArkifOutswing: )C(or O)OlO C�A - 4 d, Therma-Tru Fiber -Classic and Smoce: -Star configurations) Nomiml78t#39,,C&quckNon-impW&quot Opaque 1213V2022 No Y" No N/A C= CP Composite Edge FIbo,g Lee. Single Dcor (InaWnglOutaWng; X configuration) = 5 a Therma-Tru Fiber-Claselc and Smooth -Star Nomirat 7&#3PG &quotNon-lmpoct&quoj; Opaque 12J31f= No yes No N/A c1J` p- CDMP= . the Edge Fiberglass Single Door with dolice(s) - = :10 C) si OnsWnglOutsving, XO, OX or OXO CP L.) W 8 f ThermeTru Rber-Classic, and Smooth -Star oonfiguration.) Nominal 6&038�0 "NonI mpactiliquot Opaque 1213112022 140 yea No NIA Flodds Department of Business Professional Regulation Par i off Florkla Department of Business Professional Regulation poolal Florida Department of Business & Professional Regulation ji�w Composite Edge Mberglaw Single Door Buildi rig Codes and Standards 15=1 Building Codes arid Standards II%ZQI Building Codes and Standards 7 g. Tharrinke-Tru Fiter-Clawk, and Smooth -Star i1rup4nGIVOutswing, X configuration) Nominal U430;0 ftatNon-ImpactAquok Opaque JZ3112= Edge Single; Door N. yes, N. NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Ilkw CP a cc I.X" Composite Iciblerglathe with =W 9 2-V, M, P Sideltia(s) OnsWingfOutsvAng; XO, OX a OXO configurations) 8 Nomnall 6&*39;0 J11,quotNon-I mpactil-quot: Opaque 12/31r2m No Yes, P40 N/A h Therma-Tru Fiber-Clawk; and Smooth-Stsur Composite Edge Fiberglass Double D" With or Galls Som or jus RAS Date Pakelmo 20 rag Entltv ar 2" 21111 Delak planalren G991 Edft MR me Dab, leserano Wffwxk Sidelfixes (Imsv0hg/OutxMn9; XX or OXXO 111111t Version Mnuhft- Owflad V.11hisled Sw Validated Sularallbod FSC; A,, -A Agonwad V"- contact End-,& License Vaidelvdik Validated Submitted FlICAwroval Aicar-d Version Manufacturar contact Snalighteraucharom Validated W Validated Submitted FSC Approved Approved 9 Theirma-T. Fiber-Clikessic and Srhooth-St., configumations) Nominal S&#N:8&quotNonImpact&quct; Glazed 124ill= No yes No NIA Affirmation 2020 PGT Irdustme; Jan. R.-old 541-d-Cad. 13CCO - CER M1hm*0sde BOCID - VAL 1110512D20 lln5rA20 1111V2020 App'"d Reviv. 2024 MI VA.d-.hd 0- setSitlinpor Li. A Lorns., PE Steven U Urich. PC 10011/2020 10/06OD20 10AWD20 12M 5=20 Approved Affirmation 2020 PGT Industries, Jens Rosowdd iftrol-Cd. OCCO - CER Mb�Dede SOCO - VAL 1110SM20 11ADSM20 11111ral2o Approued Cornpowle Edge Fbergioss Single Door C.I.Ow Wild- (941) 486-0100 (786) 315-2590 Cad.9cer Wildowe (7,17) 365-3300 PE-SZi 4 (717)317-6454 Calagarry, WInd- (941)48"100 (786) 315-2590 onswing/Outswrig; X configuration) SuleColop.,r. Filed jraeoweldlipotraltionfiesc subctog.T. W.111lon. befflingalmhod-corn SubCatopory, Viallons )fcolowslideporidustrierx 10 J. Thiernrul Flber.Clusuc and Smooth-Scr Ncnrdral 5 8 &quothon-Impeichtquot, Glazed 12/31 =22 No vs. No NfA Ceirriell-Modhod: CdNc4. 10ark, Lkb.g 01h Compliance Modhod Evaluation Report tom a Ca.Vii-Mthdt Connote. hiark or Leasing Orh Cornposas Edge Fiberglass Sing his Door WM Flodds Registered Architect or a Licensed Morkle, Sidelite(s) (I nakminglOutsOng; XO, OX a OXO FLAM424 Pir Professional Engine. FLAM4tl3 -nfigurabons) Chair, A,- Ackwaved far U, Awaravad fee use Impact colim ataidevA.- Anteraved her Use A,,r,,d for that mma Design 11 k Therma-Tru Filher-Classic, and Smoom-Star Nmhw 08039:8 &qutN.nI.P.A8q^ Glazed 12151 r2M No yes No N/A a" Product MdL Allitather - Mache 0-bradElskiroll-Vat, In HVHZ WWd, HVMZ Resistant P-, PUNHISSIASProduat, ani Product Model. Malabar or Nam Product Diwerlyron Conrad thalrallon 20 in HVHZ QuIddo KVHZ Rooltual Pressure Composite Edge Fiberglass Double Dow vib or Without Sidelfteks (InsoAng/OutseAng, XX or OXXO 5 PW-5520 fLerg. M"I. I.Paoi� 04=2021 yee Y. Y_ MIA amuLazaam hazidaidliaLlilia, ARREandiaLlIts In= Rom I Mullors far Al Doore and Windchro Aluminum l0lullons 05r26=6 Y. Yee Y. MIA 12 1. Therma-Tru Filber-Clusic and Smooth-Sta r configurations) Norvnal 7039:0 "Non1.poct&quot Glazed 12/31 W22 No Yes No MIA ANA Ne""."Ple" 2 5704 Product 0-1,11c, Qalllpl�*�Llhlbk 113 KVHz out". HVHZ resistant Vorliqej Al.roin.. U.N. M. Yes Yee Prescarne WA Composite Edge Fiberglass Sing Is Door (InsvvinglOutinvi"; X configuration) 13 m Ther-jr. Fib.,.Cl-..nd Norninal 7'0 8,quotNon-Impacill Glazed 12131 r1= NJ. yes No NiA Composite Edge Fiberglass Single Door %ft Sideirs(e) 0 nsWing/Outowng; )(0, OX a OXO configurations) 14 n. Thermse-T. Flow-Cessic and Sreoeth.Slar Noeval S&OU:0 &quotNon-Impocill Glazed 12)3112022 No yet No MIA Composite Edge Fiberglass Single Door (insWriglOutswing; X oonfigurallcm) 15 o. Therma-Tru Filow-Chown and Srrmth-Star Nominall 8&#N:O &qu"onlmp;c;t&quot, Glazed 12/31 r= No yes. No NA Composite Edge Fiberglass Sing 1. Door with Sidalite(s) 0 mpning/Outwilling: XO, OX or OXO Florkla Department of Business Professional Regulation Peak I off Florida Dispertmard of Business Professional Regulation Pgo2.f2 Florida Department of Business & Professional Regulation Pqp3.f4 16 P. ThemiseTru Fibm-Chmic and Smooth -Star configurations) Nomnial SUM;0 &qUotIN-Impactlaquot, Glazed 121310022 Nb yes No MIA Building Codes and Sta ndardr 14=1 Building Codes and Standards 100=1 Buildi rig Codes and Standards 3OM3 Composite Edge Fiberglass, Double Door vifth or without Sodelitea (Inwrig/Outsvving; )(X or 0)0(0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q. Thamse-Tru Fbar-Clawic and Smocith-Sta, -fig.ratiors) Nominsi 69#39;8 "Nonlmp%d8quot Opaque lwlr= Composite Edge Fiberglass, Single Door Win No yes No MIA --g-&-gig- 11 '�rn' 0, W-1 Transom (I naW riltOutsuAng; OrX configuration) JIMM., RIM= MOWN .1 , XMrl IS t. Therma-Tru Fiber-Cessic and Smooth-Stalr Nortihal B&II &quotNorlmpshcAquot Opaque 1213112022 No Yee No NIA rileft R& 222111 ErAft or 2" an Data Panama go 22Sk EA* or 2111 Data Pend - Composite Edge Rikeogliess Single Door �Atlhi Version Validated 13, xdd= sublenbed FQQ Pearsall Awaroved verracka Conial Endnw A Lichorkehi XMW" ahowbd FSC Abalones! Asuenzoull RDA .1100. Version KnufW- Ed,- A LJ-, FOG Ackwayeal Socialite(.) and Tron- (I-ngV.1xW.9. CAKO. OIOX or CYOXO oninfiguratherns) Revision 2020 Jam. Hando Suilitig Pralchad. In.. Chad Dleivics V. Andrw Ton Diffisn" 12114n0211 DI)MO21 doig F8C Appr. ReMalb, 2020 Aleld. Nick Thompson Lyrdon F. Schmidt: P.S. Ryon J. long, P.E 02/15M21 02115M21 02=021 04t=2021 A%---d Revision 2020 OAF mich"lsuoh Robon Nernimn John W. Knazo*ch. PIE 12MR/2022 IV17=22 120002022 02107=3 Approved 10 a Thermal Pber-Classic and Smooth -Star Norninal S&#SQ;8 8quort;Non-Impactilucluot; Opaque IV3112022 No yes No NIA Categorr. Panel Wait Subcategory. acting 19097) 545-93H PE-61062 (352) 367-2me choddl-ke0jamrshard cologow- P-1 Well. stibcaloo.'r. soffit. k330) 922-2382 PE-43409 (fi1�)7ff'-S5sS nthomp-lialid- Collegiate, Rooling SubCabigior, AM.t,9hkgi- t8tol) 786-3411 PE-59186 (954) T72-19224 ..tkhcw.-. Composite Edge Fiberglass Single Door With ScIalihs(s) Qn.Wnj#Ob.Wn9: XO, OX or CXO Compliance 11114thock Evaluation Report torn a Cachipli-11111.1had! Evaluation R.ptf,-. Contiollaras Method: Eyslustion Report from a Continuous Head and Sill configurations) Mortal Registered Nhftdd or a U-sed Florida Flolld. Registered A,.hftl or. Licanced Florida Florld. Al"Ist-dArh1toct or . Ucersed Flarld. 20 t Therma-Tru Fib-Cisime and Srro6ftSts, Nomnart 811111W,0 IkquCrN".lfflo1ct&qU0t Opaque 1213112022 No yes No MIA Plol-kone Engline. Professional Enlynew Professional Engineer Composite Edge Fiberglass Single Door with FLMBIli4wpmckmm Sidelith(s) OnsvAngfOutevfiregi; XO. OX a OYO FL*13192418 Products twisaz:sLaagmm Continuous Head and Sill configurations) Quality Asou"M Appronkedfor Use Approved for tho liaboaket Deal Quality, Assurance Ackgrohniell far U" Aparoved for U, hami R1111131 QARYAI Aparavedfor Uft Awrovedforilso Impact Dookin 21 u. Therma-Tru Ricar-Clawle and Smooth.Star Nominal 69039,,11 "Non.11TWcd&quot Glazed 12/311= No yes No NIA ft" Product Model, Number or Product Describes, Contract Expiration Date In MWZ OUM& innul ReshuM Pressure 8-40 Product Model, M..*. or No- Produal Coapriptilm ContractExtilhationtiodo In HV14Z Ouslolda, Radecooll Pinsdaunk JIM& Product Detonation an MVMZ Outiside HVKZ Rosh=t Pressure Composite Edge Fiberglass Single Door With Sidefile(s) (InswingfOutinuing; XO, OX or QXO I Cwnpl-k top Schng 111hor-amind I.Psiding 171011120M Y. Y. MIA WA 1 a. Marot2T&quot Sort Vent or Solid Vinyl " 12131=3 No Yes No MIA 1 GAP Asphalt FootShIngles for Yes in FOC noh-HVHZ Flowilathe reinforced 34ob. larrinated. 5-tab and I 2161=5 No Y" MIA N/A Continuous HmW and Sill configurations) 2 Hd,Plak L.9 allfirg lb-mort lap king 12131/2023 Y. Y. N/A WA 2 b. 0kictAllanc. T4&qud: Solid Vard � Seld Vrryi safe 1=12023 No Yee No N/A ludefiction, hIpMdge asphalt shingim 22 v Therma-Tw F ber -Clawic and SmoUth-Sta, Nominal Sall 0 &quotNon-1 moactiliquot Glazed 1 W11= No yft No NIA 3 1. &quct;Grawrbrar Vintage BoadedI1,939: Soft Vent or Solid VInyi sona 12131=3 NO yes NO N/A Composite Edge Fibeg law Single Door ith 4 d &dajct;D5LQjc/4 Seen Vent - Said VW Sent i2MV2023 No Yee No WA Sookleal (fnsvAng1Out9vAhg; XO, OX a OXO 5 e. &quctChwtv OakLquct Solid Vent or Solid Voryl Sent 12/31=3 No Yee Me MIA Continuous Head and Sill configurations) a f &quot:Suw Spa"Quo� soffit Vent - Solid ViamI Soffit 12MIr"3 No Y., No WA 23 w. Thermos-Tru Filber-Classic and Smoolh�Star Nominal ft"0;8 i1quotNon-ImpactlLquol; Opaque 12t3i/2022 No yes No WA Composite Edge Filparillbasks Door Panels Ath Vented Sidefillbols) XK )= or XXXK configurations) 24 x Therma-Ttu Fiber -Classic and Smooth -Star Nominal S&AMt) &quo� Nam-Impact8cluot; Opaque 12MI12022 No yes No NJA Composite Edge Fiberglass Door Panels voith Vented Sidelite(s) �nswngtOutswirq* )C� XXX of Xyoof oonfigumbons) 25 y. Therma-Tru Flow-Cla"a and Smocyth-Star Nominal Sisal &qLK0;Non.InTac1&quo1; Glazed 1213ir2M No YM No N/A Composite Edge Fiberglass Door Panels vft Vented Sidefits(s) OnevvingfOuteving )0l )00(or)O= Florida, Department of Business Professional Regulation Page 1 of I Florida Department of Business Professional Regulation Peak i (I Florida Dlipartmerd of Business Professional Regulation Page I off configurations) Building Codes and Standards Building Codes and Standards Sul lding Codes arid Standards 10=1 26 z Therma-7. Fiber -Classic and Smooth -Star Nominal 8W9;0"Non-ImPact&quot Glazed 1213112= No yes No WA Composite Edge Fiberglass Door Panels vft Vented Sclelle(s) XY, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) 27 za. Thwaka-Tru Fibeo:Usspic and Smoodi-Star Nominal d&#39:8 INquotrion-Implactliquot Glazed IW112022 No yes NO WA Composte Edge Fiberglass Single Door with 38il Sde!Ws) 0 nswro/Clutneeng; XO. OX a OXO Is& Elsto or 09, Plead- 9242 therefor 21t go DKOPNmft ftf raft DOW or no ZU clat leandriss 20 28 zb. Tfierma-Tru FIber-Clawk and Smooth -Star confiliuratiors) Nomina I 6&MO: 8 squat Noln-InVacl&quot, Glued 1213112022 No yea No MIA veradon Manufacturer QNKW "-,& Licianks, xdwlbum PlIC Acal As, VM- Manufachirer canded End-,& License xdddlLm Militia" Submitted EvIagamik AULMN a" Tin- Vereew, Mnbe.,. Coned am.- A Llo- ValkhtoO By volical BLA-9kd F11C Appoovol Ap"vad ask. Composite Edge Fiberglass Double Door *0 R"ahn 2020 TAMKO guiding Products LLC Kohl Edon Robert Nionel John W. Knezinullor. PE 1010412021) 09129,2020 ICIIV2020 12M6=20 ApW--d Rolviek. 2020 L.V. Tharripson, Inc. cloo Thompson Atchftoctural Toy Christman Zachary R. Free Steven Mt Urch, PE olhmTrAm ow S7020 011f=2020 12t15=20 Appround Reldsocn 2D20 Fodd. Moked Products Inc, Clark Jan.$ James I, Bucket P,E4 St~ M. Urldh PE 01077f2t,20 0066=20 10OW020 12MISM20 App-p! 30UP Sidelices OnawngfOutumnsp. 0)0(0 CAgW. Recall (417) 824-66" PE-%166 t954)772-SZz4 Metal. Carnpary (TAUCO) (813124841451 PS74021 f717)317-8,454 Cd@gW. Reding (904) 7&14MO C RUCK Engineering c 717) 3174454 configuration) StbCetgpirr. UNIodayment, kettLed-ationloo.corm Cotegonn. Fading teriyagorhateroofing.carrl SubCalloaorr Rokling Accoseeriel, that are an PE-31242 29 zc. Thenrok-Tru Filoor-Clowic, arid Sffxx;th-ftr Nominal Sail &quokNon-Impadliquot Glued I Wl/= No yes No WA Cannipliserica Illodricd: Evakhrion Report torn a "CalooW. Rooling Accessories that are an lmgr*l Part fin. placing Syste. Composite Edge Fiberglass Single Doohr vAh 3&#30,. D Sdolite(s) OnswinglOutowng; XO, OX a OXO Roddla RegistoreelArcriltectlers Ueonseel Ronde Internal Part ofthe Rooling System Coulfillones, Method Evaustion Report from a Compliancoledfrod; Evaluation Rop"" from add, Fladds Registaked Archftac4 or . Llowskel Fla =rM10A;0&quotNonlmP*ct&quo( Glazed 12131 r= No Yes No NIA Professional Enginew Florida Registered Architect me Lownesdi Florida Pref-hon.1 Engineer 30 zd Therma-Tw Fibs r-Classic and Smooth -Star Composite Edge Fiberglass Double Door with FU1,12326*111 Products Professional Enelnew FLAIISOMI Roduck 3'0 Sidelikes (Ininking/Oulawling, OXXO Qualitv A-,- Acloraved f- Us, Ackererod fae Use kww Eleakert FLMM840 Produces 31 ze. Therma-Tru Fiber-Closso and Sinchath-Stor configurartlon) Nonninal 7&=9;0 &qUotNorlrnPkkCt&qU0l; Srakat 12)31f2022 No yes No WA 229.1 ==tN91(M:HZ) Product Doscriall, C.6-1 Sablesdon Dow in HVM Oubild, MM assistant Pressure ofirmon yet No MIA WA Qualtre, Assurance Aubsenthad for Use Awwad fall Use am ch"han IMA or Me- Quality Assistance Product 0-ded- camtowzmkwwjmk Approved far Use Approved for Use kill 2WM In KVHZ QuIttich, HVMZ Rldt P-, Series Composite E-Ag. Glazed Fiberglass Shigiv I Roof urdenyent, for ues F 8C HVHZ Aw bar or No- It ELQQNLDMWNM &gmmgzmklugm2a 1, HVHZ outside KYHZ R,dt,.t prostarre 3 0 Ridge VeftqUot: Aurnifturn Ridge VON$ for Fetched rates fabricated i2/31=4 No Yee No N/A Door with or Wthout 1&#39:2 Sdaliter(s) jurldeletlarms. I Top Oil�Rlldgv Vent *0 SM. U Tic 26 pa. dall roof vandal Nb baffle 011198206 Y" Yee NtA WA from 0 025'Alumhum anowngfOutowng. X OX XO or 0)* configurations) 2 TAMKO Roof U.0orksyrnonts (NON.HVHZ) peclundd"ani,for... In F BC n..HVH7 011120nom No Yes MIA N)A 2 TAMCC, Gooseneck V4r% 20 9L 0wosam No Yee Nhk -0�525 jumixectiorks. 3 TAMCO Off -Ridge Roof Vent willi Baltic 26 a& Made roarv6dlator elth Integrated baffle 090mme Yes Y" MIA WA 4 TAMCO Round Top Oft-Rkloa Vent with Baft for nic 26 do. stric roolfwdletor efth baffle 09"12028 Y" yes MIA WA Florida Do parimant of Business Professional Regulation Pop I oil Florida Department of Business & Professional Regulation Par I on Florkla Department of Business & Professional Regulation Pop I a I Florida Department of Business and Professional Regulation Building Codes end Standards 11712D21 Building Codes and Standards 1,713121 Building Codes and Standards 3ffr= Building Codes and Standards 3/1512022 Product Approval Application Detail Product Approval Application Detail Product Apprianotall Application Dellifill Product Approval Application Detail S' A901' Bw Version filanerflochumser dreth or no Dab Ponalrec no 2EW Endn-&U- swom F13C A-rigne A-vad Stat- Version Minieffecterror coded ErMelsksor & LI- volkleths! 11, Vild,"d 11,11-11ted FQC A-roval AQ2ed MW Vent. Mwwfamrw MOY or COC"d lbearoker & Licanake Valdisled IW 2" Duat-hricinas 20 yawned &Axnuw FW AMON Awarovell stym FLA259--R31 R.,v.- 2020 Lamance Katrina Jolley James L Buckner, P.E. Steven el. Udell. PC I in3/= 1INWM i1r260020 cing FSC Appr- Revision ZD20 Sees Roofing And- sides; IAPW Uniform 12�.IulSon GwyW.Wsk. i 1103)2D20 il/020D20 '111DIV2020 ApPro,#d! Roylsion 2020 Glabe Probartion Products. LILC. Tam Robinson Wet. A. Talk Jr P.E. Jan W 1(hatevIch, PE GWOOM20 Omar,= 1D.0112020 12MSM20 Approved 920 EUM, or Status Cwhackyr- R.Ong (501) 906163 PE-31242 (7M317-8454 Ct.9W checking (801) Uo"I SoMeas LLC, (205) 854,0160 Catosperl Sh.b.. fDS4)6891.7545 P"167 (9541772-6224 jjM Version Manufacturer Conte Engineer & Validated Validated Submitted Pendlillig ARproved Approved SupcolicKpirr. Flooling Accevowlika, that we an Integral Pan ofthe Roofing System selloyelamancocom llubCal.gory: Roming Tilm CorriplIanca Method: E�Wuticn Fl.pw firom . RothrAndenhemilibare.co in Subcategory: Morm Parole Im.rodneoultilIppard.co Revision 2020 POLYGLASS USA MauryAlpeft License John W 1 D12W020 1012212020 FBQ 1211512020 Compliance Method: Evol-tion Report tam . Product Evalsidon &fly Conscience slashed: Evidualon Raw tm a Rorkle RegletansclArchtect or a Licamsed Florida Category: Roofing S954233133OSmalpert@polyglass.oDm Robert Niensinen Knezevich, PE Rrid&RcotemdAtchbd"&Lk""dFlorM FLAMS-11112jeraduck, Professional Engineer Subcategory: PIE-59186 (954) 772-6224 111011202D Professional Engineer FLASOM-1411 Ifthoduchor Undarlayments, PlM7MZ4M PndLft §tL& P,,ktMdLNub,�N,- Quality Assurance Allenwood for Use Achoravoll for User imom Product caoivl�� We in MVKZ Quhld, HVKZ rAdim 219M EMU= Compliance Method: Gusirthifidivervect Approved for Use Approved for As know Destan is S-ir - Shako. Skahs, Country get., Sol Old English Fiat Profile - Games, CO Ne Yee MIA N/A 4&9 likadurair= Qued'Aas- aaoiaaiauwom A,,r,-d for V, A - - va droll, IM2Wd oaduark in MVKZ Clecald, MM jildwitat P- Evaluation R Wart from a Florida Registered aw Phoducit Model. Mu,,b,,, kawe i Dok-Air-h DA-4orTRI-BuiftDck-A, DA-4 11MAN1.2madallm Contract EakiraflanDat, in HvKz outside MVHz 11-ant _pmnm L- Profil., Polypropylene Plastic. Roof Vent 12110=5 No Y. NIc -97.50-97.5 Thatch JUarrip: "pact 17 Salary SW - SM, Shake ilemp: Split Shako FIN Prafile - Steekton CA 12131=0 No yes MIA N/A I ==nlcrad Stake 81- PnMWHVK Comigated Galvanized a" Storm Parkels reahtll IM112023 Yes Yes Y. WA Architect or a Licensed Macharicaly Attached to PWd Deek. is Swwy SM - Skede, Shako Aainp� SOR Shako is Saxony Too- Shako. sale &-p: Solt Shako Fka Prefil. - Rialto: CA i PJ31 r"D No Yee MIA Fiat Prefil. - Slocktor. CA 12131=0 No Yoe MIA WA MIA 2 24 Gage Galvanized Steel Storm PaneisMl4VHZ or of by beck. to provide himn.- prdWl-. Ocrrugat*c! Galveriltied S" Storin Panels refined 1Z'31f2023 no yet yes WA Florida Professional 20 !�w ?00 - Shako. sale asomp; spin Shako Fiat Plate, - Rietc, CA i2f3lf=0 No Yee MIA Hilp Katy, TX Yee MIA MIA NJA a not by troops to Provide hurricane protection Engineer 27 T .u.n./Sercol.. Prolu. - I mickp2o No FLM25M31 Products 211 Mike Loo, Prone - Katy. rX 12MIQ02() N. Yoe MIA NUA QuailLyAmumnes Approved for Un AtiglitylidIngn IMNA Damian a-# Product Model, Number or Name Contract lititilradon In HVHZ product plion Data outside HVHZ Resistant Pressure 1 Polyglass Roof Underlayrfients. Roolng undeflaymersts 10121/2= No Yes NIA 4N/A/-=.S 1 Polyglass Roof Ulnoerlayments (H") Polifillhoss roof underl"ents for use in FRO, 12/2W= Yes No NIA N/A HVHZ)uflfid1c1l 2 Polyglass Roof Unoettayments (norl 1pcllWass roof uncleMayments, for use in 12f23r2= No Yes NIA -NJA/-=5 FRO nonHVHZ jurisdictions. Flodda Department of Business& Professional Regulation pop I of 1 Florida Department of Business & Professional Regulation Icaga, i oil Florida Departmart of Business Professional Regulation Pop I al 1 Polygluess Roof Underlayments (HVHZ) Polyfigla" roof thrigeralytherre for use in FRO 1212== Yes No NIA NIA Building Codes and Standards 1F215r2022 Building Codes and Standards Building Codes and Standards 111712021 HVH7 jurinedIcIfforks. 2 Polyglass Roof Undeftyments (non-HVRZ) Polyglaw roof uriderlrjm an", for use in 12f23r2M No FRO norkHVHZ jurisdictions. Yes NJA -N1A;-=.6 Product Approval Appillcatilon Detail Product Approval Application Detail Produld Approval Application Detail I PolYglasri Roof Underlayal (HVKZ) Polyglass roof undedayments for use in FRO 112`2312023 Yes HVHZ jurisdictions. No NIA N/A 2 Polyglass Roof Underlayrnenti; (non-HVKZ) Polyglass roof underlaym ergs, for use in 112`2=23 No Yes NIA ~1�622.5 GM lintrw or 20 us Date Paraillifea 20 Do& or Do Data Calkeleendras age cut Penclita gat FRC non-HVIHZ jurisdictions. Two Version Manufactu Contact Endow License Validated Validated submitted FOCApprovel Approved status Version Marroulled- fd" LoweaffiLLIMM Vddtd So xwwim §ubm= F13C Askoroval hmmi" S" Version Manufacturer C&Ei= Validated She Far Acomental A,,,Id Selus I Polyglass Roof Underlayments (HVHZ) Polyglass roof underlaym ents for use in FRO 1=3= Yes No WA NIA Rwision 2020 AM Amerricarl Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bistop. RE 1001MM 10/1542020 11IM2020 1211 5=0 Approved Roft. 202D Alone Glued LeM. ICC 9,.Iu.U- S-ice. LLC Was- M, Romerl. PE IO&SM2020 I 0102=0 i VOY2021) 11105r" Apporworl Revichon 2020 commercial Concrete Produottinc. Robert Gills Samuel A. Groarit-9 John Hoy 12AGM20 12MNM20 12rsauo orb FSC Aw. HVHZ predictions. Calagiorf. Shutters (561) 712-9882 PE43046549 (254) 947-0860 Category: Structural ConVonents, (3211710-3377 (W,)681�1917 calhopow. aria" carspeol (64 3) SM3707 PE-34245 (352)5M-531i 2 Polygia%sR*ofUndeeaym"(rion+VHZ) Polyglass roof underlayments, for use In 12123= No yes IWA WN-ms Stibcatmorf. Storm Panels milkelogiallameerk-anshutte swc~'Y� r- plate. aeoftar.1pinelt- Subcdeporr. Products Introduced as a Fackult of procadgfhillyh-com FBC non-HVHZ jurisdictions. otiMpliance Meduld: Evsjustron Report from a M.Mm CoreplIanco, H-th.* Evaluation Repon from N-Techriclegh, Florida Registered Architect or a Licensed Florida Product Eval-thm Entity compiler" Method: Evaiusilar Report from a Professional Engineer Fladd. Itgid-cl Architect - Licensed Field. PLE12111y Pmlju� Professional Engineer FL#1 lostm products Q,,IWAmw- Aslarcoded fair U, Aboraved for Use Wheat 0-" FLOT14114111; QuallivAssurance Apprevedflortim AckonovadforUse Impact Design Aw Product Model, Number or Memo Product Dwerloda coostract Excitable Day In Ill QuIdde HOC Realstary PRUWB SGQ a Product Model, Num bar or Name Product Description Contract Expiration Data In HVMZ outside HVHZ Resistan PFQWU I ITW SCGIA10. Higher Shg% (H &-p: 8) Melal C-clarr plot. i2/3Q2024 yes Y. MIA NIA QaI1MLA1JM� Aggladatilitutial A-r,,,d for Us, lookeed 1 24g. G.1-ripM Steel Storm Panels 24ge Galvanized Steel Storm Panels 121`31f2022 yes yes yes NJA 2 ITW BOGAIldine Hinge Plate metal connector Plate 12/3`112024 Yoe yet NA NIA 11251.1 Product Modal. Number or Nam Product DoWistion conderad Eildrallon case In HVHZ O"Cb Resistant Pressure 3 ITW BOGLAtchree Trulm Metal ConnectorPlate IM112024 yes Yoe MIA MIA 1 OuaftY Procter a Commercial Concrete Proclucts Precast and Prestressed Con.w. Untal. 05r2MM4 No Yoe NfA WA 4 ITW 2CGhkIph- Weve Martel CON16CIIN PiQt6 12F31/2024 Y" Y. MA MIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Distal I 220 &** or 20 2" Data leemildeb 292 Woo V .. I- all-loicturar Canted, Soldneke 1, Ll- V616.bd!k Valklisted aLdIFnMM PWAMMO APPMd ztt- R�Wcrl ZD20 MrTbk in. FAn Walefto ICC Lvalu eflan Sal LUC ICC C�W.Wcm Santloo. OlM312D23 1220M22 01/03/2023 ApproMd cateew Mracturel campen.'" t952) 891141635 I.I.C. Sul;Caleg.,r. T clock. -Idimlltrrii.corri (205) 5911-91IN CarplIencia Method: Evolinsim Report from a PLA21974ttO Product Evoluot]. Emtky Products PiociluthlimhoLlhernberarMade Pretext Descripthori clexalkhrA.- A-,Vd for Los coasted EmAradlort Dike k, HWZ Ackerauledforthea Oulaid, HVHZ Retaliated 1, .. a 929M lk-rW M18AHS 10 ga. high Strength trust connector plate 12131f2024 Yes Yes MIA WA M18SHS ili ga. super high strength [me$ conmecto, Psi. i2131r2024 Yes, yes NA N/A 3 MI is IS go. trun connactar plate 12131=4 Yoe Y. N/A WA 4 MT18HS 18 ge. high Strength trus; ockinector Plate 1701=4 Y" Yes MIA WA 5 MT20HE 20 go. high strongth muee,conneder Para 12/314=4 Y- Y. MIA WA a T-16. MT18 18 go truas cohnedur Fiates 12/31=4 Yes Y. MIA WA 7 TL20 MT20 20 gel. Was -no*. plot. i2131=4 Y_ yea MIA WA Q1111 mm Vanilla, M..rat,- Royalton 2D20 Wayorla- Category- Structural Conp-an" SulloCatellorr. Engineered Lumber Complareallethod: Evaluation Robert" a Produce Evaluation EnIfty FUMM" phalkeds b" -,d-,gt war N- 1 lam LVL 2 Perefich. P81. 3 Timbet9mind LSL 4 TJ Rim Baud 5 Wyh.-Ri.8-ol Floncla Department of Business & Professional Regulation p.g. I all Florida Department of Business & Professional Regulation Pap 1 01`2 Building Codes and Standards Building Codes and Standards 9121=21 Product Approval Appilkation Detail Product Approval Application Delaill Entity or M11 111121 Dall lefflaria 20 law" *AM= FlIC A,,nd Ashchroved Rob Iledwin ICC thraluallon Service, LUC lon Lehrer, P.E. 02mr2m 10MM2020 02)0312021 Approved Q53) 924-8476 (608) 83OL3288 RobanAbIlmho-yerh. ..r.- Product Description L.ninated Vancer Lumber OUWY Assurance Contrad Exalradw Data OU3112023 Allowed far Un In H%M No Asherowd for Uss out" Ill yas Impact plowelbut MIA DOOM P-re N/A Par"StrendlL.nit- OU3111M No Y. NLA WA laminated Wad Luftor OY3112M No Y" N/A N/A S..t..l C..pdft Lumber or Onallof Shoond OU31DW No Y. NJA WA board RIM Board Oriented Strand Board Rim B-4 0313IJ2023 No Y. N/A N/A 22ft I= Version M-,bi- Affirmirtion 2020 Mph. Al *Urn. In.. caftmv: Pand! Wells SubCatwatv: Sdft Coakellacce Method: E-Austion Report Inern a Florid. Registered A,.hftt cr . Licensed Rr1d. ProFessiceal Engineer F1.014""s Plodualb, ANA I=- I No - I =1.2. lionsc: Vented Alurilh Um Soffillf CMU garish; Wood Entity or contact Model - A L;,- Jose 13NO Luis R. Lonnot (40715w2olas PE-62514 .1phaakerninurnin.jilksh. 0.001n Produce D.,driaboar Alpha Allmilfiturn0alld 64mo: Vented Aluminum SdltV CMU &.rrp; Wood 2#2 211111 oabpmclm 21111 V,Iidd,d Shr VHId Submitted FQC A -A A,-,d Abbas at- M. Unch. PE 11/1611020 1111EQ020 1112=020 Approued (71?) 317-8454 Quality Assurance ApprollodforUse Approved for use impact Design i. NVHZ BaggEt EML= 07rs0=3 No The No WA March 6, 2023 Cn -Cu > 2 ro- CU 0 -0 4- cn CU 0 -cu Ch 0 = 2 0�- a ICU (n = 0 .0 -&-a U_ %I..- 0 CU > AQ W E -ib 0- C CU -0 40 - Cn Z Z W Mj Cn E'alleakelo =:3 Cn CU > 0 111a.... > CL 0 C1. < 0 0 Lee... CL U) AMMMMMJ L) ICU M 0 LCU LU Z Z _j 0- SHEET NO. PA 1.1 FkmWs Dapartanaft of Williams & PmbnkmW Reaulaborl %I Building Codes and Sbndw* SI Pro"AppinaftlAppl, On DOW Florida Dapallanorit of &Wrms A Pxftok" Regulallon Building Codes and SwxWds Product Approval Appel' -11 DOW oblei.fl Wifivo NOW 92& Kdkz 20 a& RdLftsim Ra ftb Comm 20 M ME ook NO a* OdLftMm Do AM *1610 mamobay" fwftw& vailood lbo#MW FOCAMer" Aos"LW am" ika ystow mombo" I Wk%W M*dMd FBCAMBf" Aeow-W Maim no *ftiw mok*Ak" EWNWA Vidift" M*dobd FOCAKVOW Assised 111 Alkiraffan = peas owwwoom Joe Wjft a" wrdoww"ow JWML8~.RS.Q M4M= CM42MM 13702021M Appealed Affilvadbin 3110111 Palo CorpoFaw Joe by" fanall Wfo*WOWBW TaE. 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PE, LILG M401M M4M= 0712wim APP-Ad calmr W dow "W PFI WW"M agm;mmowp"wmwdmaklmr 04116"-Nw 1*10, 9~ Sweluallon rood lhiina .. ;;�Alehraglwll LWOW R01 Wixom Pm%Wlorw avinelle newalnubpeedeeft Agenevoll IV Illes Asemwedfa WON AM Proftd NoM Nurahm orM� Emindallkdwm c2mmdzgRkommk him camann imilow ft� I Owles 10 swmg VAMdow $On il) UW FWIQW BIOrf SIR OW QVA=l 110 yes Nb "A QM no 1416M opormem AM.~ MM P*%CWPWOJM 0 i a, I Eftlp om subcawwr Wans E�iwwogwAvowrwn C.upg� 0~ CadIMshm Mwkw L*Wg ANA Elam — R..AW MMOM I O'be nag=oeer 2 1 le. ow s4eob'CMM::F a2m GwWIWA=MW:r4iQWsDcw Srft IWJM40 me Glen OW Amseasimhm 2 pmwhwfuslovgimmw S SWIM pm whedaiMMobnow 4 8&inia*:Bm IS) Sexx woorAmen Sk&Vg$mDow nMDN4B4 M" -- 1 $wlnlSD*rP x pworAvw, 801%mDow 2 awwi000rewm or^wvwwftmaow IN IMNEM==wAvw7N5WqgMmDw boduLREkdodo Val. AM 9=owgomDw(F7xan NI bdadAmodOw %"SAW vwakvlopw*Fbw*(ro�(Mufts&lirx &I %W24%r'W'W OWN Glen ow(yr.an %W Swale POW FWNI MDOW (ft*IW 47-IJV. fpffl� Swale PEW Fftd Xr over MWI% 3111 x VAM skillb P" pw# -C am pw% 47-12- . SI BENEA� AMMMMLOLUM AWWAdJKAIN mind own godmillakwALbu 1,KWNZ oubmtlm Boom now 114=1 No Yes Pft +20415 No Yes NO +SNLW 10111SIX12i No Yes +3" OLIMM NO Yes -=I= GPOWAMWWW Augg"d III 11ft ANN&ad F& Uef -IMM aim WNWHI 9mmiLm Malmo a� OL2402MI be YM No -2111 me yes No -40-41) NO yo Nb -3046 NO vw all +2&0 SOMLAMU� &JUSedI Ageow,"hwuse how now GmgmkkdoduLbk Ingyn ouumLtm BUMM h� RD YON r4b �2M= misom No VON Aft .40140 ON240M W Yes NO +also OEM$=" No VON No -2640 Plorkin DWwWwlt of Budress & PmbmWW MgJabon aulding Codes and SWr4w* Product Approval Applic " , DOW PINI InVAM r- C) -C2 Co ;W UJ Oj-- C, � W C2. r- = Ca. cm cc C.-I C*4 7.4 Cc C= co C= Cc 40 go ca. to 4p M CL. CC 0 C2- Cn —Cu > 2 a) C- a 0 0 CU -#..0 -0 a) .4-, CD a) -a— a a) CU 0 0 -CU Cn C 0 = 2 a. a 0 CU a 0 := ICU UL a- 0 CU > M Cn -10 (D Cn E CU 0 CU 110- E =3 CD ICU > 0 > L CL 0 CL < 6-0 C-) =3 -0 0 W ICU M —0 CL ICU LU < a) Z z March 6, 2023 SHEET NO. PA 1, 2� 1.4; all&- --I --- ----- Oil! a Simpson Strong -Tie 2020 FBC Approved Products Updated 12AX112020 emFor drect Inks to all SST aWrovals listed below, Foraticitional Inflomnationtegarding FlorldWSStalowideProduct Approval System and Mama-Dado CountyNoillce Of Acceptance (NOA)� QLC_KJJgM. FL#2355-R7 ASA E12111111=1111112dw= I TitanStainte Steel Concrete &Masonry Screw (TTN-SS) IM" diameter Tition stainless stool masonry screw FL*9689-Re ftu Product DouscirtrAlon 1 SD1 01 12DBB Outdoor Accents CorinwWrSorew 2 SD9112. SD9212, SDIO11Z SDIO212 Strong -Drive SD Connector Screw 3 SD9112SS, SDO2128S Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512. SDCF22614, SDCF22700, SDCIF22858� SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334. SDCF271958, SDCF272358 5 SDCP22434. SDCP22512, SDCP22614. SDCP22700, SDCP22858, SDCP22912, Strong-Dir" SDCP Tirnber-CP Screw, SDCP221 100, SDCP221134, SDC P271400 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strong -Drove SDHR Combo -Head Screw 7 SOS25112: SDS25134, SOS25200, SOS25212, SDS25300, SDS25312, SDS25412; Strong -Drive SOS Heavy -Duty Connector Screw SDS2550Q SDS25500, SDS258OO 8 SOS25112SS, SDS2520OSS, SD625212SS, SDS2530OSS, SDS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw IFIL411110007-firS AMA Nurnkar or Name Product Description I ATR318, ATRI/Z ATRI518, ATR314 Threaded Rods 2 ATUD5, ATUDO-2, ATUID9, ATUM2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 SP318-2, BP112, BP112-3, BP%-2, BP518-3, BP314, BP314-3, BIPIRTUD3-4 Beetring Plates, 4 CNW318, CNWI/2, CNW518, CNW314. CNW518-W, CNW314-5/8 CouplerNuts 5 CTUD55, CTUDS5, CTUDW, CTUD75, CTU076, CTUD77, CTUDST CTUD88, CTUD97, Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4, N5, NO Heavy Hex Nuts 7 RTUD3, RTUD313, RTUD4, RTUD4B. RTUD5, RTUOO, RTU07, RTUD6 Ratcheting Take -Up Device 8 TUDD, TUIO1O Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System I I URS4 1/2" Uplift Rod Run Tiedown System 12 URS5 518" Uplift Rod Run Tlexclown System 13 URSO 314" Uplift Rod Run Tledown System FL*10441-RG JW product Model, Number or Name Product Description I DTT2 Hold-down 2 HDCIO/4, HDC10122 Hold-down 3 HDQ8, HHDQII, HHDQ14 Hold-down 4 HDU2. HOU4, HDU5, HOU8, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 8 LSTHD8. _STHDSRJ Str2p-style hold-down 7 MASA,MASAP Foundation anchor strap 8 MPAI32, MPAI" Strapstyle purlin anchor 9 PA18, PA23, PA26, PA35, PA51, PA68 Strap�styrlia purlin anchor 10 PAI18, PA123: PA128; PA135 Strap -style purlin anchor 11 STHDI 0, STHDI ORJ Strap -style, hold-down 12 STHDI 4. STHD1 4RJ1 Strap-stylee hold-down IM-M Mo Sim pson Strong -Tie 2020 F13C Approved Prod ucts Updated 12501MO �� For drool Inks to all SST approves, fisted below, CLICK HERE - - - - - - - n For additional irricirmation regarding Florida's Statewide Product Approval System and Marrii-Dade County Notice of Acceptance INCA), CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1-911 6'and heights ranging from 6-M" to 15-1118"� 22 LBAZ sones hangers Top flange hangers available in width of 1 -9/1 6�'sind heights ranging from Q-&I Wto 13-1/8". 23 Ue(33� LEG5, LEG7 series hangers Top flange hangers available in Wdths ranging from 3-1/4" to 6- 718" and heights ranging from 9" to 33-112'. 24 MEG 5, M EG7 series hangers Top flange hangers available in widths ranging from 5-114!'to 6- 7/8" and heights ranging from 9" to 32-1 Z. 25 MIT series hangers Top flange hangers available in Widthe ranging from 1-9/16"IlD 5- 1/8" and heights ranging from 9-1 Wto 2,V' 26 PF, PFB, PFDB, PFOSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3,VS" to 7-118". 27 RR Ridge rafter con nector 28 WP series hangers Top flange hangers available in widths ranging from 1 .911 O"Ito 7- 118" and heights ranging 9-114" to 32". FILM 0960.115 &W Product Model. N unt bar or Name 1 ABA44. ABA44R, ABA46, ABA46R, ABA66. ABA88R 2 ABU44, ABU44R, ABU46, ABU461R, ABU5.5. ABUS-6, ABU65, ABU66, ASU66R, ABU88, ABUOSR, ASU1010, ASU1010R, ABU1212, AEU1212R 3 ABW44Z. ABW44IRZ, ABW46Z, ABW46RZ, ABW66Z. ABW66RZ, ABW7-7 4 AC4, A04R, ACE4, ACS, ACOR, ACES 5 BC4, BC48. BC4R, BC6. BC6R, SC8, BCS2-24 BCS2-316 e C844, CBO, CS48, COSS, C888 7 CBSQ44-SDS2, C85046-SDS2. CBSQ66-SDS2, CBSQ86-SOS2, CBSa88-SDS2 8 CC, ECC, ECCU Series 9 =-SDS2-5, ECCQZDS2. 5 Series 10 CPT44Z. CPT66Z, CPTS8Z 11 EPBMAi EPB44, EPS46. EPB66 12 EPS4Z 13 LCS44, LCB66 14 LPC4Z,LPCSZ is Mpaw, MPBWZ, MP1388Z 16 PB44, PB44R, PS46, PEN, P806R 17 PBS44A, PBS4a. PBSf16 is PBVO1PBV1O 19 PC44-18. PC46-16, PC48-18. PC64-16, PCS616. EPC44-16: EPC46-15, EPC48-10, EPC64-1e, EPCOO-16 20 PC4Z, PC4R7_ PC8Z, PC5RZ, PC8Z, PC81RZ. EPC4Z, EPC4RZ. EPCaZ, EPCaRZ EPC8Z, EPCBRZ 21 PPB44-4Z, PPB44-6Z 22 RPBZ IFL#W866-115 2MI Product Model. Nurn bar or Name I FJA, FSA 2 FRFP 3 GH40-6, GH4", GH48-6, (31148�8, GH410-6, GH41U, GHMO, GHOS-8, GH68A CH68- 8, GH61U, GH610-8 4 GLB5A, GLB5B, 01.135C, 01-85D. GI_87A� GLB7B, GLB7C, GLB7D 5 GLST512, GBLTS12, GUBT518, ODLTS16, OLST520, GBLTS20 6 HGLBA. HGLBB, HGLBC, HGLBQ 7 HOT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Dow Embedded Column Bass Bolted column caps with WI ranging from 3.1410 9-1/2' and W2 ranging from 3-5f8" to 7-1/2" Screvved column capswith WI ranging from 3-1/4" to 9-117'and W2 ranging from 3-5/8" to 7-If2" Concealed Post Tie Base Embedded Post Base Embedded Post Bass Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Raticiffit Post Base Product Dogscriptlan Foundation Anchor Flat Retrofit Foundation Plato Girder Hanger Glularn Bearing Plate Gluilarn Bearing Plate Heavy Glularn Bearing Plate Heavy Girder Tiedown Universe I Foundation Plate Univerw I Retrofit Foundation Plate Simpson Strong -Tie 20M FBC Approved Products Updated l2r`1Qr2020 �For direct Inks toall SST approvals listed below, CLICK HER Fcraddtionslinfdmatl== =Floflda's Statewide Produch�pprovfil "tam end MOM4)ade County Notice or Acceptance MCA). CUCK tl ERE, FIL411110,146-1116 §WJ Product Model, Number or Name Product Description 1 A21. A23. A33, A34. A36. A44 Angles 2 APA21 , APA4, APAO, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, APB44R. APVBOS, APBOOR APB88, APB85R, AP61 010, APB1 01 OR, APVB44, Outdoor Accents Post sea APVB44R. APVB66, APVB66R, APV688, APVB88R, APVB1010, APV81 01 OR 4 APDJT2-4, APDJT2R-4, APDJT2-S, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVIDJTZ6, Outdoor Accents Dock Joist Ties APVDJT2R-8 5 APHH46, APHH40R, APHHOIO, APHH61OR Outdoor Accents Heavy Hang of 6 API-4, APLS, APT4, AM, APVL4, APVL6, APV74, APVTS Outdoor Accents L and T Beam-to-Colurrin Ties 7 APLH24, APLH24R, APLIQO, APLH26R, APLH210, APLH21OR Outdoor Accords Light Hangers a BVLZ Brick Veneer Ledger Connector 9 CBT2Z,CBT4Z Conceale-d Beam Ties 10 CJT3Z. CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist TL- 12 DS Dry Wall Stop 13 FC4. FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GAI. GA2 Gusset Angles 16 H2A, H2.5T, H8, H1 OA-2, H1 OS, H1 4, HGAI 0 Hurricane Ties 17 HCJTZ Heavy Conose led Joist Tie 18 HH4, HHO Header Hangers 19 KBS1lZ Knee -Brace Stabilizer 20 Angles 21 LCE4 Post Cap 22 1 L650, LS70, LS90 Skawalble Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 25 LSSRI.81, LSSR2.1, LSSR2.37, LSSIR2.56, LSSFZ210-2, LSSR410 Field Adjustable SiDpeable/Skevable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML28Z, ML28Z, ML2107 Angles 28 MMH8 Root Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU2e, MNILU26-2, MMLU28. MMLU28-2, MIMLU210, MMLU1211, MMLUI39, MMLU13" Face -Mount Hangers 31 RBC: RBCP Roof Boundary Clips 32 RST-3 Root Tie -Dow 33 RTC22Z, RTC42, RT=, RTC44 Rigid Tie Connectors 34 STC. STCT, OTC. HTC4 Truss Clips 35 TJC37,TJC57 Truss Jack Clips 36 Z2,Z4,Z44 Panel Stiffen or Clips FL#10447-R5 Sea * Product Model, Nurn bar or Name I AHEP 2 DSC2FZ-SDS3. DSC2L-SDS3, DSCSR-SDS3, DSC5L-SDS3 3 GBC 4 HCP`1�81. HCP2. HCP4 5 HHRC2-2, HHRC42. HHRC42-2, MHRC411 81, HHRC", HHRC5.2513,25. HI-IRC5.37alz HHRC68 a HRC1.81, HRC22 7 LRU26, LRU28. LRU210, LRU212 8 LSU126, LSSU28. LSSU210 9 TBE4. TBE6 10 TC24, TC26. TC28 11 THA29, THA213, THA21 8, THA218-2, THA222-Z THA413, THA41 8, THAC4118, THA422, THAC422, THA426, T HA422-2, THA426-2 12 THAII.81r22, THAl2.06122, THAl2.1122, THA1222. THAI322, THAJ3522, THA1422 13 THAL422, THAR422 14 THJA26, LTIHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-"OSS, THJU26, THJU2S-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 I B VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12r4O/2020 For direct links to all SST approvals Rated below, CLICK HERE For additional Information regarding Flailds's Statewide Product Approval "rem on d MarriCado County Notice of Acceptance (NOA). JW Product Model, Num bar or Name Product Descriodon 1 ST,BTB.BTH BrickTies, 2 CMST121 CMST14, CMSTCI8 Coiled Straps 3 CS14, CS16, M8, C820. CS22 Coiled Straps 4 CSHPIS, CSHP20 Coiled Straps 5 CTS218 CompressionrTension Strap 6 DSP,SSP,TSP Stud to Plate be 7 H1. HICA, H2ZA, HS, HO, H7Z, HIS, H185, HIS-2. H16-25 HurricanifiTies 8 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 9 HS24 HunicanoTie 10 HSS2-SDS1.5. HSS2.2.SDS3, HSS2-3SDS3. HSS4-SDS3 Heavy Stud Shoo 11 HST2, HST3, HST5, HSTS; Straight Straps 12 HT816. HTS20, HTS24. HTS28, HTS30. HTS30C Heavy Twist Strap 13 HTSQ1 SKTZ: HTSQ20KTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, ILSTA12. LSTA16, LSTA18, LSTA21, LSTA24, LSTA30, LSTA38 Straight Straps 16 LISTI49, LST173 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, ILTS18, LTS20 Light TwistStrap 19 MOT Medium Girder Tiodown 20 MST27. MST37, MST46, MSTSO, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTAI8. MSTA21, MSTA24, MSTASO, MSTA38: MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52. MSTCGS, MSTC78 Straight Straps 23 MSTC4863, MSTCSSB3 Pre -Bent Sbraps 24 MSTIZe, MST13e. MSTI46. MSTI60, MST172 straight Steps 25 MTS12. MTS18, MTS16. MT=, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x1O-IZ NCA202.112, NCA2x8-10, NCA200-116, NCA202-16 Bridging 27 RCW1312, RCW1314 Wall Bra cing 28 IRPSIS, RP=, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Con nector 30 SP1, SP2. SP4, SPOI, SP8 Stud Plate Tie 31 SPH4, SPH8, SPHa Heavy Stud Plate Tie 32 SS1.5, SS2.5. SS3. SS4.5 Shud Shoe 33 ST9, ST12, ST18: ST22, ST292, ST2122, ST2115. ST2215, STS215, STO224, STe236 Straight Straps 34 T1320, T1327, TB30: T1336, T1342, TB48, TB54, T1356. T136D Tension Bridging 35 TWB1 0, TWI312, TW81 4 Wall Bracing 36 VOT, VGTR, VGTL Variable Pitch Girder Tieclawn 37 WS1 00, WBi OOC, WB1 26, Vi8i 26C; WS1 43C Wall Bracing =.2.1 1-4 Product Description 1 C13H2.37x5.5, C9112.37x7.83� CBH2-37xg-75 Adjustable Hip -End Connector 2 OU, UHU. DH UTF series hangers Driag Strut Con nectDrs Gable Brace Connector Hip Corner Plate 3 HGU3.6-1-SDS, HGU5.25-SDS HGU5.50-SDS. HGU5.62-SOS, HGU7.00SDS, HGU7.25. Heavy Hip to Ridge Connectors SDS, HGUI?.O0-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7 00-SDS, HHGU7.25-SDS, Light Siopeable/Skewable U Hanger HHGUQ.00-SDS Truss Bearing Enhanceir 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS40, HHUS48, HHUS410, HHUS5_50110, Truss Clip HHUS7.25110 Adjustable Trussi Hanger 7 HSU R, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU2e, HTU28, HTU210, HTU26-2. HTU2B-2, HTU210-2 Multiple Truss Hangers 9 HU. HUC series hangers Truss Spacer -Restraint Variable- Pitch Connectors Valley Truss Clip 10 HUCOI.81/9-SOS, HUCQ1.81/11-SDS, HUCO210-2-SOS. HUCO210-3-SDS, HUCQ310- SOS, HUCQ410-SDS, HUC0412-SDS, HUCQ5.25Q-SDS� HOCC5.25111-SDS, HUCQ610- SOS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3WMO EmFor direct Inks to all S$T approvals Isited belowt CLICK HER For additional infamnaltion regarding Florida's Statewide Product Approval System and Marni-Dede County Notice of Acceptance (11,10A), CLICK HERE. FL*11468-R5 a -dal Product Model. NUMber or Name Product Description 1 HHUSQIO�31, HHUS210-4 Joist Hanger 2 HRS6, HRS8, HRS12 StrapTies 3 HUCQ210-2-SOS, HUM210-3-SDS, RUCQ310-SOS Joist Hanger 4 THGB2. THGB3, THGBH2, THG5H3, THGBH4 Joist Hanger 5 THGQ2-SDS3, THG03-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 6 THGW-3-3, THG-M-4, THGW4-3, THGW4-4 Joist Hanger FL*111473-R5 Inj Product Model. Number or Name Product Descriation I DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, HISS, H15.2, H1d-2S HurricaneTie 4 HETA12, HETAIS, HETA2D, HETA24. HETA40 Embedded Truss Anchor 5 HETAL12, HETALIS, HETAL20 Embedded Truss Anchor 6 HGAM10, HMIS Masonry retrofit connectom 7 HHETA16, HHETA20, HHETA24, H14ETA40 Heavy Embedded Truss Anchor 8 LOT2, LGT3.SDS2.5, LGT4-SDS3 GirclarTiedown 9 LTA2 Lateral Truss Anchor 10 IMETA12, META16, META18, MErA20, META24. META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM4a, MSTCMOD Strap Tie for Masonry 12 MTSM16, IMTSM20, HTSM16, HTSM20 TWst Strap for Masonry FL#11496-RS 41MI Product Model, Number or Name Product Doscrialtion 1 IOTTIZ Deck Tension Tie 2 H012, HDIO Bolted Holdowns 3 HD3B, HD5B, HD7B, HD9B Botted Holdowns 4 HTT4, HTT5, HTT5-314 Tension Ties 5 LTT19, LTT2oB. LT-n3i Light Tension Ties FL#13620-R5 12" Product Model. Number or Name Product DL%criction 1 SB&ax24, SB718)(24, S81x3O SIB Anchor Bolts 2 SSTB1 6. SSTB20, SSTB24, SSIB28, SST834, SST936, SSTBI SL, S-ST820L, SSTB24L, SSTS Anchor Both SSTB28L FL*13872-R4 W X Prod uct Model, NUM bar or Name I CMST1 2, C MSTI 4, CMSTC16, CSI 4, CS16, CS1 8, CS20, CS22 2 HRS6. HRSS. HRS12, FHAS, FHA2, FHAl2, FHAIIS, FHA24: FHA30, MSTI26, MSTI36, UST148z MSTI6O, MST172. SfMST27, SIMST37, VMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS3OC 4 LSTA30, LSTA30, LST149, LST173, MSTA9, MSTA112, MSTA15, MSTA18, MSTA211, MSTA24 5 LSTAP. LSTAlZ LSTA15. LSTAI8, LSTA21 , I ST292, ST2122, ST21 16, ST2215 6 LSUBH3.25, SUBH3.2.5, MSUBH3.25 7 LTP5 8 LTS12, LTS16, ILTSIB, LTS20 9 MSTA30, MISTA36. ST0215, ST6224� ST9, STIZ ST184 ST2Z MST-C28, MSTC4Q MSTC52 10 MSTC66, MSTC78, STS238 11 MTS12, NITS18, MTS18, MTS20. MTS30, MTS24C, MTS30C 12 SM31.58, WBI.81, WB2.06, SS2.37,,15182.56, SIB2.88, S1133.12, S183.56, 81133.62, SIB4.05, SO4.12, W134.28. WB4.75, S/135.150 13 S/BA2.12M. SOA2.12110, SIBA212JI12, SIBA2.11211141, S/BA4.18/8z SJBA08110� SIBA4.18112, SMA4.18M4 14 S/HIA 15 S1HO8S, SIH08B, S`HD1OS: SIHDIOB. SrHD15SSrHO15I3 16 S/HDU4. SfHDU6;, StHDU9, S1HDUI I 17 SfJCT, StHJCT Pmduat Description Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mif (IS go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straprs 54 mil (16 go) Steps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers HurricanaTie Holdowns Hodowns Joist Hangers Fificiduct Descirlption Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers availabletin widths ranging from 1 -gMfr to 3-918" and heights ranging from 9-1/8" to 23-151`118". Face -mount hangers Faoe�mount hangers available in widths ranging from 1-518"to 7- S/8" and heights ranging from 6-5116" to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widthis ranging from 3- IA"to6-1/8" and heights ranging from 4-314"to 16-3/4!'. Concealed flange version (HSURC, HSULC) availablee for all double 2X and IXmodels� only acute flange is concealed. Face -mount hangers Face-mourit hangers available in widths ranging from 1-9/1 6"to 7- 1/2" and heights ranging from 2-718'to 19-1/4"- Concealed flange version (H UC) available for all models having width equal to or greater than 2-9/16". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 1Z3WM0 For direot Inks to all SW approvals listed below. CLICK HER 1111.1110bon regarding Floridas Stalerivide Product Approval System and Maini-Dade County Notice of Acceptance (INCA). jkQ&Va. 15 SLBV1,56, SILBVI.81, SILBV2,06, SILEV2,37, SfUBV2.56, S&BV2.68, S/LBVS.12, Top Flange Joe Hangers SfLBV3.56, VLBV3.62. VLBV4.06, SfLBV4.12, SAJ3V4.28, SILBV4.75. SILBV5.50 19 S/LTT20, W7724 SAM1 4. HTT4, HTT5 Holdowns 20 SIMSTSO, SIMST72 Straps 118 mil (10 ga) 21 SP4, SPS Stud Plato Ties 22 SSP, DSP, TSP Stud Plate Tles 25 STC, OTC TtussClip 24 T8M Truss Brace Diagonal 25 TJC37 Truss Jaok Connector FL#1 3904-R5 AW 1 CCQM3. -SDSHDG, COQM4-82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTQM4.S2-SDSG: CCTQM5.50-SDSG, CCCQNn.S2-SDSG: CCCOM4.62-SDSG. CCCQM5.50_SDSG 2 ECC1_QM3.62G4KT. ECCLQM4.62G.KT, ECCLOM5.50G-KT, ECCLLQMD3.62G-KT, ECCLLQMD4,62G-KT. ECCLI-OMID5.500-KT� ECCLRQMD3.e2G-KL ECCLRQMD4.62G- KT, ECCLRQME)5.50G-KT 3 HGUM5.25t HGUM5.50, HGUMTOC, HGUM7,25, HOUM9.00 4 LGUM215-2, LGUM2&3. LGUM284, LGUM28-2. LGUM28-3, LGIUM28-4. LGUM21O-2, LGUM210-3, LGUM21O-4, LGUM46, LGUM48: LGUM410 5 MSHA3.1219.25, MBHA3.12F11.25, MBHA3.5W.25, MBHA3.5619.25. MBHA3.56/11.25, MBHA3.68111.88, MBHA3,56114, MBHA3.5&16, MBHA3.56M8, MBHA5.6Of7.25, U13HAS.50M.25, MBHA5.50111 .25, MBHAS-50/11.88, MBHA5.5Qt14, MSHA5.50/18, MBHA5.50118 6 M81HU3.5619.25, MBHU3.56ill,25, MSHU3.56111.88, MBHU3.56114, MBHUS.56/116, MBHU3.56MB. MBHU5,5019.25, MBHU5.51W1 1.25, MBHU5.6(lil 1.88. MBH U&5OA4, MBHU5.50116, MBHU5.5Otl8 FL#1 397&RO S-9 Product Model, Numberor Name 1 SOW22300. SOW SDW22438, SDW22458, SDW22500, SDW22000. SOW22638, SDW22634 2 SDWC1 SM. SDWC15800 3 sDwHi03OODS, SDWH19400DB, SDWHIODOODE, SOWHIGSOODB, SDWHI91DOODB 4 SDWH274ODG, SOWH27WQG, SEYWH27800G, SOWH2710O[X3, SDWH2712DOG 5 SDWS16212, SOWS11 6300, SDAS1 6312, SDWS1 6400 6 SDM19600, SDWS119712, SDVVS22400,SDWS225W.SDWS22512, SOWS2213W� SDW=800, SDWS22900, SDWS221 000, SOM221 100, SDWS221200, SDWS221 500 7 SDWS223000B, SDWS224CODB, SOWS2250OD8, SOWSZ26000B, SDWS`2280QDB, SDWS22100ODB 8 SDWS223120BB, SDWS22512DBB 9 SDWS2730OSS, SDWS2740OSS. SDWS2750OSS, SDWS2760OSS: SDWS278OOSS. SOWS27100OSS, SDWS2712DOSS 10 SDWV13400 11 STN" FLX15363-R3 §2a Product Model. Number or Name I AS 18, AS 1885, AS 18SO 2 AS 20HS 3 AS-20 4 ASHP Product Description Masonry Pier Caps Masonry Pier C" Heavy Masonry Hangers Masonry Beem Hangers MasonryTop Flange Beam Hangers Masonry Bearn Hangers ProductDoscription StFong-Drive SOW EWP-PLY and TRUSS -PLY Sorava Strong -Drive SDWC TRUSS Screw Strong-DOve SDWH TIMBER-H EX Screw Strong -Drive SDWH TIMBER -HEX HOG Screw Strong -Drive SOWS FRAMING Screw Strong-Orrve SOWS TIMBER Screw (interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS T IMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description 18 ga. Truss Plates 20 ga. High Strength T ruse Plate 20 go. Truss Plate Hinge Plate Connector FL#1 573044 &2a Prod uct Model, N u rn bar or Name Product Dead Ul 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GIOPM-50, GDPM-75, GDPM-100, GDPS, OW-50, GW-76, OW-100, GTH Gas-sioWated fasteners and assemblies 3 POPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCUOPA, P5CLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/MD MMFor cl Inks to all SST approvals listed below, For addtional Information regarding FloridWs Statewide Product Approval System and Maml-Dede County Nodoe or Acceptance (NOA). I I HUS, HUSC senes. hangers Face -mount hangers available In widths ranging from 1-518'to 3- 9/16" and heights ranging from 4-5/16"to 11 ". Concealed flange version (H USC) available for modds having width equal to or tw� greater than 3-9116". C%J 12 IUS series hangers Face-moint hangers available in Wdths ranging from 1-718"tD 3- to W" and heights ranging from 9-114" to 16'. 13 LGU3.25-SDS, LGU3,8"DS, LGUS.2"DS Face -mount hangers 14 LU24. LU26, LU28, LU210 Face -mount hangers 15 LUC26Z, LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16P to W =f- SG" and heights ranging from 3" to 10-1511 C', 17 IMGUS.63-SOS� MGU5.25-WS, MOU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 0 18 MIU series hangers Face -mount hangers available in widths ranging from 11-9/16"to 5- Co 19 MUS28, MUS28 1/8" and heights ranging from 6-1511610 19-11Z. Face -mount hangers :r 0 b.- 2D SUR: SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from I - ca. 9M 6" to 301 &'and heights ranging frorn 3-111 ir 1"14" to to Concealed flange version (SURC, SULC) available for all 2X and 4X rnodols; on ly Acute flange is cono"Ied. , ca C2 C*4 21 U series hangers I- Face -mount hangars available in widths ranging from 11- 40 C, CC . Wand heights ranging from 2-5/8"to 11-114". a J C2 FLOI 0667-RS 1:19 - 3; to co As" Product Description .5 I BA series hangers Top flarge hangers available in widths ranging from 1 -Wls"to d; ce. liB" and heights ranging from 7-116'to W', to 2 DGBF series hangers Top flarge hen gem available in widths ranging from 3-5/6' to 7- 1/5" and heights ranging from 9-1/4" to 2N.. 3 DGF serles hangers Top flange hangers available in widths ranging from 1 -1/Z'to 3- 5/8" and heights ranging from 7-114" to 24!'. 4 DGHF series hangers Top flange hangers available in widths ranging from 143M" to 3- 5f8" and heights ranging from 9-1/4" to 24'. 5 EG5, EG7. EG9 set" hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 718" and heights ranging from 11" to 32-1/7'. 6 EGQ series hangers Top flange hangers available in widths ranging from 3--J8" to 7- 114" and heights ranging from 1 141N'tio 37'. 7 GLS series hangers Saddle hangars available in widths ranging from 3.1 IW'to &7/8" and heights ranging from 8-1/2" to 28"- 8 GILTV series hangers Top flange hangers available in wdths ranging from 3-114�'to 7- 1/8" and heights ranging from I I " to 32'. 9 HB series hangers Top flange hangers available in vvidths ranging from 1-9/16" to 7- 1/2" and heights ranging from 8" to 37. 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1 AV'to 5-718" and heights ranging from 10-117' to 28". 11 HGLT soned; hangers Top flange hangers available in widths ranging from 3-114�10 8- 718" and heights ranging from 7-ItZ'to 37'. 12 HGLTV series hangers Top flange hangers available in vAdths ranging from 3-11W'to 7- 1/8" and heights ranging from 14'to W'. 13 HIT series hangers Top flange hangers availablein widths ranging from 2-&16'to 3- 9/16" and he4hts ranging from IV'bo 26'. 14 HUSTF series hangers Top flangejoist hangers availablee in wdths ranging from 3-118" to 3-9116'and heights ranging from 5-318" to 13-1/8". 15 HUTF. HUCTIF series hangers Top flange hangers available in widths ranging from I -9116"to 5- 1/2" and heights ranging from 3-7118"to 15", Concealed flange version (HUCTF) available for all model-. having wdth equal to or greater than 2-9116'. 16 HWP series hangers Top flange hangers available in wdtha ranging from 14118" to 7- 118" and heights ranging from 5-NWIc, 28P. 17 HWPH series hangers. Top flange hangers available in widths ranging from 1-9116'to 7- 1/2" and heights ranging from 5-316'to 32'. 18 ITS series hangers Top flange hangers available in widths ranging from 1 -9116" to 3- 518" and heights ranging from 9-1 Wto 16'. 19 J8 series hangers Top flange hangers available in width of 1 -9/1 &'and heights ranging from 5-3/8" to 7.14' 20 JSA series hangers Top flange hangers available in width of I .9116'and heights ranging from 0-VIS"to 13-118" Simpson Strong -Tie 2020 F13C Approved Products Updated 12rWMO For direct Inks to all SaT approvals Isted below, CLICK HERE a For additional information regarding Floridas Statinvido Product Approval System and Mami-I)ade County Notice of AccaptanEl_��- 5 SET-XP Adhesive Anchor for concrete 6 Strong-Solt2 (ST82, ST824SS, ST82_.SSS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 an d 316 stainless steel 7 Titen HO (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS8SS) Then HD Heavy Duty Screw Anchor for concrete and masonry available with hex head in carbon steel and Types 304 and 310 stainless steel, of with countersunk head in carbon steel and Type 316 stain Less steel 8 Titan HD Rod Coupler (THD37634RO, THD5OM4RC) Then HD Threaded Rod Coupler for concrete, 9 Tilton HO Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH. THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-RO 9 - AMA 1 AT-XP 2 ET.HP 3 SET-XP 4 Stroing-Bott 2 (STB2) 5 Tien 2 CT7N2) 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS6SSD 7 Titan Turbo (TNT) FL#16937-R3 ,&" - Prodljot Model, NUMI*r or Name 1 X34BI018-5K XlSI016, X1 SI 0164K XQI S101 S. XQ1 8101 6.41K 2 XLQI I 4TI 224,XLQI14B1 224-2K 3 XMQ114SI224, XM01 14B`1224-2K 4 XQ11 I 4SI 224, XQ1 14811 224-2.5K XI 14SI 224,)0112Sl 224. XQI 12B1 224-2K 6 XU34S1 016, XU3481016-5K FL133320.-RO AnA 1 DSSCi343.5: DSSC846, DSSCB4S. DSHS 2 FCB43.5, FC845.5. FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S1C1O, FPHSD3491018, FPHS03481018-5K, FPHSD34S1214, FPHSD34B1214. FPHSD3481214-5K 4 LSFC2.25. LSFrA.25, LSFCO-25, SFC2.25, SF04.25, SFC6.25 5 LSSC4.25� LSSC6.25, SSC2.25. SSC4.251 SSC6.25: MSSC2.26, MSSC4.25. MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.15S 7 SCB43.5, S0845.5, SCE47 5, SCB49.5, SCB411.5, MSCS45.5, M80647.5 8 W532-5497, SCS62-&97, SCS62-511 15, SCS82-5/118 9 SOW3.25, SCW5.5 10 SJC825. SJC10.25, MSJC8.25, MSJC10.25 I I SSB3.518 12 XLSH3481414, XLSH78B1414 13 X01SIO1 6, XQI B101 6-4K. XQI S1214. X01113`11214-3.5K, X07881224, X07881224-3K, X0114SI 224, XCI 1491224-2 SK XCI 12S1224,XQII281224-2K, )M4B1 01 6-5K XlS1015, X1BI01e-4K XIIS1214, XlBI214.3.5K Fmcluct Description AT-XP High -Strength Acrylic AdIregiv a for concrete or mason ry ET.HP Epoxy Ad hesW for masonry SET-XP H igh-Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Tien 2 Screw Anchor for Concrete Tilen HO Heavy -Duty, Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description #10-18 Stro ng-Drive X Metal Seff-Drilling, Tapping Screws with #3 DrIll Point #12-24 Stiong-Drive XL Large -Head Metal Self -Drilling. Tapping Sonswe YAM #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Mediurn-Head Metal Self -Drilling, Tapping Screws with #5 DrIl Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screm with #5 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Detscriction Bypass Framing DriftStrut Connector Bypass Framing Fixed -Clip Connector #10-18 and #12-14 Strong -Drive FPHSD Framing4o-CFS Sell Drilling. Tapping Screwi; Steel Fram Ing Connector Steel Stud Conneatom Rigid! Knee Wall Connector Bypass Framing SlldeoClip Connector Bypass Framing Con nectDr Head-crt-Wall Side -Clip Connector Steel Joist Con neclors, Bypass Framing Slide -Clip Strut Connecinr #14-14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping Sorevvs 410-16, 412-14, and #12-24 Strong-Dfive X Metal Self -Drilling, Tapping Screws -6-0 a) CD _9_- Cn > wa) 2 cc::))- cc 2 CU 0 Cn -i-- QD = -0 CU 0 0 -cu -0 -= Cn _a C 0 = 2 5- = 0 (D CU = 0 .0 -11.- CU LL_ 0 CU > Cn Cn -0 (D E -2 0 .F- F -E-2 C/) < F14 1 W mi Cn E =3 7F I CIO 0 0 =3 """o 0 L. U) CIO 0 L_ CL 0_ 0 (2) Cl) ICU M CIO LLJ Z Z _J M SHEET NO. PA 1.3 L-L 1� ALA i:� L A I MENEEMEN an HIAM� ARAM-DAMCOUNW PRODU C`TCONrTROL SEC"noN, 11305 SW 26 Sree� Rom 203 DEPARTUMT OF REGUIATORY A" ECONOMIC RESOURCES 0") Mium Flonda 33175-2474 BOARD AND CODE ADIEWSTRATION DrVIISMYN T(7W3U2590 F(7M)315-215" NOTICE OF ACCEPTA.NCE (N�-Q.X) PGTIndustries,luc. 1070 Technology Drih-e, North Venice. FL 342175 SCOPE: Ms NOA is being issued under the applicablerules andregulatiow gDvaning the use of constructiontuaterials. 11w documenfttion submitted has been reviewed and accepted by Miatni-Ektde Counly RER -Product Control Section to be used in Mami Dade Cowy and odwrareaswhae allouredbytbe Au&wi1yH&-wgJuri-Action(A1V). Tlis-NOA shall not be valid after the expiration date statedbelow. The Miami -Dade County Product Control Secian (In MiamiDade Couuty),an&orthe AJU (in areasotha thatilliarni Dade County) reserve the right to have this product ormaterial testedfbrqualityawmanceputposes. If1hisproductormaterialfals topefformin the accepted manner, the ma-fictum will inewthe expense of such testing and the AlUmay inuilediatelym, oke- modify, or suspend the use of such product oc material within theirjurisdiction. RER reserves the right to revoke this acceptance.if it is determined byMiami-Dade, County Product Cont,61 Section that this product or material fails to meet die fequiu�ts of the applicable building code - This product is approved as described hemin andhas been designed to comply with the Florida Building Code - including the 1-figh Vebcity Hurricane Zom DEscitimon Series -5.47V_ 770"' Vinyl Sliding Gla ss Door (Reinforced) w/wo 900 & IV corRers-LML APPROVAL DO C LIMN-T. Drauing No. MD-5 -570 .0 Rer B, fitted "Via)4 Sliding Glas s Door NOA (LM)" sheet I through 2 1 o f 2 1, prep ared by m anufa cuuw. date d 10 -Q 5)l 5 and last revised on 0210 1 /2 1. signed and sealed by A. Lynn Miller. P.E., beating the Miami -Dade CountyProduct Control Revision stamp with the Notim of Acceptance number od expitation date by the M-a= Dade County Product Control Section. MISSILE bWACT RATING: Large a ad Impact Resista nt Liinitations: I . See tabke I (sheet 2) and table 2 (sheet D for applicablee SGD unit sizes, design pressures. irinibirements types. glass types. sill riser (see tables B-1 & B-2 . sheets 7 -8) and atichor layout sheets requirements in I I thru 16. 2 Rigid White PVC, Tan (Non -white) Rigid FVC and Broun coated (Paimed cnr laminated) white Rigid M'IC to be labeled per referenced NOA's f eqiliremeos. 3. Epess operabledoorsmust complywith nun clear width or height per FBC requiement as applicable. 4. Pock-etwalls under sepw"approval, to be tevievuedbyBuilding official LABELING: Eachunit shall bear a permament label with the nuumfitctutees na- or logo, city. state and wries MA following statement "Miami -Dade County Product Control Approved", noted herein. RUNEWAL of this NOA shall be considered a&er a teirval aWlication has been filed and there has beentio change in the applicable building code negabirely affecting the perforounce ofthis product- TER3MATIONofthisNOAwill occur aftertheexpustiondateorif them has been a revision or change in the materials, use. andtor maraffaLtureafthe product orprocem. Mistm ofthis NOA asanendonement of artyproduct, for sales. advertising or any otherpurposes shall automahcallytermina* this NOA. Failurew couplywith any wtion of dils NOA stud be cause for termination and vemoval ofNOA. _XD VERTISE.-M EXT: Ile N OA au mber pre ceded b y the words Mia mi-Da de C ounty. Florida. and to 11mie d by th e expiation date may bedisplayedin adverfisinglitetatute- If anyportionof the NOAis displayed- then it shall be done in its entirety- LN SPECTIONW: A copyof this entire NOA shall beprovided to the um by1he mamilactuter or its disufttors and shall be available firr inVection at thejob site at the request of the Building Official. This NOA revises & renews.N-OA 420-0429.05 and consists of this page I and evidence pages E- 1. E-2. E-3. E-4, E-5 & E-6 as well as approval document meatiowd above - 'Me submitted documenlation was mriewed by Ishaq I Chamia. P.E. ENAMMUC ExpirationDatet April 14,2026 Approval Dat*.1larck ' IS, 2021 Pag* I PGT Ladustrim Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence Submitted under previoussubtuittal A. DRAWINGS 1. Drawing No- MD-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA W-, sheets I through 2) 1 of 2 1, prepared by manufactwff, dated 10,05il 5 and last revised an 04,1=20, signed and sealed by A- Lynn Miliff, RE. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile In4ract Test per FBC. TAS 1-01-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203M along with marked -up drawinp and installation diagram of all PGT Indushm, Inc - representative units listed below and tested to qualify Dowsil 791 and Dowsil 993 silicones, prepared by Fenestration Testing Laboratory- Inc., Test Reports No.: FTL-7997, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09.0314 FIL-210-2107.1, PGT SGD780 Alumim= Sliding Glass Door (unit 7 in proposal) FIL-20- 2107.2, PGTCA740 Alum OutswingCasement Window (tinit 8 inproposal) FTL-20- 2107.3, PGT PW7620A Alurninum. Fixed Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20. an signed and sealed by ld2hnis Ortega. RE. C. CALCULATIONS I - Anchor verification calculations and structural analysiL complying with FBC 71, Edition (2020). dated 04/12.1,20, prepared by manufacturer- signed and sealed by AnthonyLynaMiller. P_E_ 2. Glazing complies withASTIME1300-04,-09,42 and -16. D. QUALITY AS SITRAINCE Nliami-Dade Department of Regulatoryand Economic Resources (RER), E. 31ATERLAL CERMCATIONS L Notice of Acceptance No. 1"30-5.02 issued toKuraray -Ajwrka. Inc. fortheir "Trosffoff Ultraclear, Clear, and Color PNB Glass Interlavers7. eViring on OT%24� 2. Notice of Acceptance No. 17-Mg.02 issued to Kuraray Ainerica, Inc. for their "SntryGlas-21 (Clear and White) Glass Intedavers". expifing on OT,04i23. 3. Notice of Acceptance No. 18-1106.10 L%-ued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) MIke Rigid n7C Exoriar Extrusions for Windows and Doers�'. expiring on 09130024. 4. Notice of Acceptance No. 19-1106.11 issued to Vision Extrusions Limited for their series --%-E 1000 Tan 202 and 11gliter shades (Nomi-2"Iflte) Rigid Cellular PVC Exterior Extrusions for Windows and Doors7, expiring on 12,129.12 1. 1sh2 q L Clkaadx, P.E. Product Control Unit Suporrisor NOA No. 21-0205.0-1 ExWatim Nip. April 14,2026 ApprovalDaw: March 25,2021 E 4 C_ Cn -FU C_ > - =3 PGT Industries. Inc, PGT Industries, ]Inc. 2 cc -o NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED PGT Industries. Ine. C%A NOTICE Of ACCEPTANCE: EVIDENCE SUB11ITTEI) a- Q_ -10 2 0- NOTICE OFACCEPTANCE: EVIDF_NC.E SUBAI[TTIED Cn a) C-) .4-0 Cn (1) -I- 1. Evidence subinifted under provioas NOA D. QUALITY ASSILTR-kNCE C= C =3 CU -CU 'C-n A. DRAWI211 qGS B. TESTS (continued) L Miami DadeDepartintnt of Regulatory and Economic Resources (RER)_ (D -0 0 -0 L Alantytacturer's die drawings and sections. 5. Testreporton 1) Air Infiltration Test, per FBC. TAS 202-94 0 L_ 0 C:)- C= 0 3:: (Submined under AWA.Vo. 11-0107 04) 2) Uniform, Static Air Press= Tea, per FBC, TAS 202-94 E. KATERL-iL CERTMCATIONS LL_ 2- Drawing No. MID-5570.0, titled L`Viriyl Sliding Glass Door NOAW1, sheets 1 3) Water Resistame Test, per FBC, TAS 202-94. L Notice of Acceptance No. 1"�52&14 issued to Vision Extrusion Limited fortheir 43 3: .0 t co 0 -.5 Cc ..- C5 through 21 of 2 1. prepared by manufacturer, dated 100/15. with mision A dated 4) Large Mi;sile In4mct Test per FBC, TAS 201-94 -N%Ibke Rigid PVC Exterior Extrusions for Windows and DoorsT, dated 08/134 CM. 2 Cn E 0 > 2 04.J0547, signed and sealed by A. Lym MMff- P.E. 5) Cyclic V.1ind Presswe Loadingper FBC, TAS 203-94 expiring on 0930/19. C, Cn CL 6) Foiced Enhy Test, per FBC. TAS 202-94 2, Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their - CU "02 -6-0 M C1 B. TESTS along with maiked-up drawings and installation diagram of vmyl diding glass dom, ptepared 1000 Tan 202 and ligbier Shades (,Non-N%Iite) Rigid PVC Exterior Extrusions for I - Test report on. 1) Uniform Static Air Pressure Test, per FBC_ TAS 202-04 by Fenestration Testing Lab- Inc., Test Report No. FIL 85,49- aated I I ,M 5, signed and Windows and DoorC71 dated 1210gel 6. expiring on 12P-9/2 L 2) Laige Missile Impact Test per FBC, TAS 201-94 sealed by Idaln3is Ortega. P. E. (rest report revised on 12/04?15 and Cr2il V16) 3. Notice of Acceptance No. 1_"1528.15 issued to Vision ExtnLsion Limited for their 4Brown 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 Coated (Painted or Lamittated) White Rigid PVC Exterior Extrusions for along withinarked-up drawings and installation diagram ofvmyt sliding glass dom prepared 2) Uniform Static Air Pressure Test� per FBC. TAS 202-94 XMIndows and Doors", dated 08113115. expiring on 0930,(19. by Fenestration Testing Lab, Inc.- Test Report No. FTL 9717, dated 11-107/15� signed and 3) Water Resistance Test, per FBC. TAS 202-94. 4- Notice of Acceptance No- 16-0712.02 issued to ENERGI Fenestration Solutions USA, sealed by Idalmis Ortega, P_ E. (rest report irvised on 02/15/16 and 02,2446) 4) Large Missile Impact Tea per FBC, TAS 201-94 Inc. for their -TAIN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Test report on 1) Am Infiltration Test, per FBC_ TAS 202-94 5) Cyclic Wind Pressuie Loading per FBC, TAS 203-94 Extrusions for W indows and Doors- dated 09115116- expiring on 0210402 1. 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 along with marked -up drawmgs and installation diagram of vinyl sliding glass door. prepared 5. Notice ofAcceptance No- 1"712.04 issued to ENERGI Fenestration Solatiom USA, 3) Water Resioance Test, per FBC. TAS 202-94- by Fenestration Testing Lab- Inc., Test Report No FTL 9552, dated I'14WI. 5, signed and Inc, for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior 4) Large AlissileImpact Test per FBC, TAS 201-94 sealed ky Idalmis Ortega, P. E_ (rest report revised on 02,115.2016) Extrusions for Vdindows and Doors" dated 0911546, expiring on OC16120. 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test- per FBC, TAS -102-94 6. Notice of Acceptance No- 1"712.03 issued to ENERGI Fenestration Solutions USA, 6) Fcxced Entry TW, per FBC_ aS 2024A 2) Large Missile Imp2ct Test per FBC, TAS 201-94 Inc. for their'117hite Rigid PVC Exterior Extrusions for- Windows and Doors" dated alogg,withm2dotd-up drawings and inst-Wlation diagram of vinyl sliding glass door Prepared 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 0&10/17. eqrifin on 0128118- by Fenestration Testing Lab, Inc, Test Report No. FTL 9546- dated 11)%115- signed and along with marked -up drawrings and instaUgion diagram of vinyl sliding glass door, prepared 7. Test reports No(s). 10-M-7ir4A), 10-06-MO527, 535753-09. per ASIME-84, sealed by Idalmis Ortega, P_ E. (rest report revised on 0 1 /04/16 and 02) 111,22016) by Fenestration Testing Lab. Inc., TW Report No. Yn"38 (s2mples A-1 thru A-22), dated ASTND 1929 and ASBM-635, mied by EX OVA to Vision Extritsion for celhilosic 3. Test report on 1).4jr Infiltrafion. Test, per FBC, TAS 202-94 11119110, signed and sealed by Jorge A_ Caw, P. E. (SubmA*d underIVO-4 X6.11- composite maierial 22) Uniforin Static W Pressure Test, per FBC, TAS 202-94 010704) (Submitted under A10ANo. 11-0107 04) 3) Water Resistance Tea, per FBC, TAS 202-94 8 Test report on 1) Air Infiltr2tion Test, per FBC_ TAS NP2-94 8. Notice ofAcceptance No- 14-0916.11 issued to Kuraray America-, Inc. for their 4) Large Missile Imp2ct Test per FBC, TAS 201-94 22) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Sentn-Giasg (Clear and White) Interlayef". expiring on 07i"l 8. 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice'ofAcceptance No. 16-1117.01 kweil to Kurmay AmErica, Inc- for th& 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 "Trosifolt 11tradear. Clear and Color PN`B Interlayeri", expking on 07/08,19. along with inuked-up dm trigs and msWhuoa diagram ofvmyt sliding glass door prepared 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 by Fenestration Testing Lab, Inc., Test Report No. FTL 8U.7. dated 1104/15- signed and - 6) Forced Entry Te-st. per FBC, TAS 202-94 IF. STATE-NIENTS sealed by Idalmis Ortega, P. E. (rest report revised on 02115/16) along with matked-up drawings and mstaJhtion diagram of vmyl sliding glass door, prepared I - Statement letter of conformance with FBC-5 *Edition (2014) and IFBC-0 Edition 4. Test report on 1) Air 1nf*Wion Test. per FBC, TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No- FTL 6337 (samples A- I thru A-5), dated (20M issued by manufacturer, dated 0&14/17, signed & w2knd by Lym Millff. P.E_ 2) Uniform Static Air Pressure Test- per FBC_ TAS 20-1-94 11-0640, signeil and sealed by Jorge A- Cam, P. E. (Submifted under N,0_4 Xo. 11- 2- Statement letter ofno financial interest. dated DV1&17- iss�aed bymanufacturff, signed 3) Water Resistance Test, per FBC, TAS 202-94 010709) & sealed by Lynn Miller- P.E. 4) LaW Mssile ImW Tea per FBC, 1AS 201-94 3. Ltttff of 12b compliance, part of the above test mports. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. CALCLTLATIONS 4. REK Test Proposal No- 17-0387, dated 05105/17. signed by Ishaq Cbanda, P-E. 6) Forced Entry Test, per FBC, TAS 202-94 L Anchor verification calculations and structural analysis, complying with FBC-2014, along with ma-ked-up drawings and installation diagram. ofmnyl diding glass door prepared prepared by PGT, dated 12/09/1 5and last revised on 0.1115,116- signed and sealed by G. OTHER by Fenestration Testing Lab- Inc., Test Report No. FTL &W. dated 11'04il 5- signed and Anihony L Miller. P.E. (Submh1ed under NOAXe. 15-1210. 01). 1. Notice of Acceptance No. 1-1,1210.01, iss�ued toPGT Industries. for their Series sealed by1dalmis; Ortega. P.E_ (rest report revised on 010416 and 02,41.46). 2. Glazing complies with ASTME-1300-09- "557'012770" VinNI Sliding Glass Door (Reinforced) - L. MIJL�'. expiting on 04114,21 10 hk2q t Chasda, P.E. lihaq L Cliands, P.E. hhaq L C16ands, PJE. Product Control Unit Supemsor Product Control rail Suporvisor Product Coswel Unit Suptniser NO.1 No. 21-0 2 05.03 NO.A.1-N-0. 21-01.105.03 NOA lNe. 11-4205.03 Expiration!)2ta- Aprill.4,2026 Expiration Date: Apil 14,2026 ExpirationDave, .14"14,2026 Approval Date: March 215, 20.'l Approval Date: March 16, 2021 Apprara I Date: March 19, 2021 E E-2 CGI Windows and Doors, Inc. PGT LWustrie% lat. NOTICE OF ACCEPTANCE: EVIDENCE SUBWrTED NOTICE OF ACCEPTANCE: EVIDENCE SUB E. MATERIAL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Super Smacer Standard complyring with ASIM C518 Thermal Conductivity 0-881BTU-in/hr.-ftz-'F,ASIMFI249UVM-Pass,ASTMD39850xv -P2ssAS'IME ., gen A. DRAWINGS 2190 I.G_ Durability -No Fog -Pass, (Submitird tinder previons AWAA-6. 1M409. 05) 1. Drawing No. AID-5570.0 Rev B, titled "Vinyl Sliding Glass Door NOA RW. sheets I 6. Quanex Part Duraseal complying with ASIM C518 Tbennal Conductivity 2-22 BTU-iu/ through 21 of 21- prepared by manufacturer, dated 10.Q5/15 and I= rev. -ised on 02101,-2 L Cn hr_-ft'--'F, ASTM F 1249 WVIR-Pass- ASTM D 1434 Argon Permeance-Pass, ASIM E signed and sealed by A- Lynn Miller, RE. Note: Ibis revision consist� replacement of same existing installation screw with flat head- 2199 LG_ Durability -No Fog, ASTM E 546 Dew Point Devekqyam!nt -201F in 48 hrs- (Subm iwd under �'-%10_4 No. 15-040P.05). 7- Vision Extrusions- Ltd. Parts complying with PVC-A.4-MA 303-13, Voluntary Specification B. TESTS for Rigid Polyvinyl Chloride (PVC) Exteri" Profiles for Vnion Extrtmons, Ltd.-VEX-1 by 1. None- AAMA Fenestration Extaw Profile CaU5catson Program (Submwed under.V0.4 Xa 15- 0409. #5) C. CALCULATIONS 9. Vision Extrusions,, Ltd. Puts complying urith PVC-AAMA 303-13. L None- (Subm-fted under NOA No. 15-0-409.05) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chlofide (PVC) Exterior D. QUALITY ASSUR&NCE a) ProfilLes for Vision Extrusions. Ltd_VEX-1 by AAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (MM). Cer tincatim Program 10. Notice of Acceptance No- 18-1217.14 issued to En!rgi Fenestration Solutim USA- Inc. for ---ran E. XXTERLAL CIERTIRCATIONS. their 3040 & light shade (non -white) X%Wft Rigid PVC Exterior Extrusions for L Notice of Acceptance No. 1"305.02 issued to Kurat-ay Aimrica, Inc. for their > Windows and Doors". expiring on 02,04r2l. "Trosifolt Ultraclear, Clear, and Cobr PNB Glass Interlayert", expiring on 07/08P24- 0 11- Notice of Acceptance No. 1"1227.02 issued to Energi Fenestration Solution, USA- Inc- for 2. Notice of Acceptance No. 17-080&02 issued to Kuraray An*rica, Inc. for their th6r sexxis 'NiUe Rigid PVC Exterior Extrusions for Windows and Doors�-, cq)i* on -Seuft-yGlast (Clear and Mute) Glass Interla% ers " exp"i mig on 07/003- > 0- 02/28.123- 3- Notice ofAcceptance No. 18-1106.10 issued ToVision am Linifted for their'Srown 0 CL < 12- Notice of Accq12nce No. 2"203.03 ksued to Energi Fenestration Sohition, USA, Inc- for Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows their `%ronze & light shade cap coated White Rigid PVC Exaflor Extrusions for and Doors". expiring on 0930124. Windows and Doors", expiring on 04,116�25- 4- Notice ofAcceptance No- 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior F. STATEXEENTS Extrusions for Windows and Doors". expiring on 12)29Z2 1. 0 1. Staternent letter of conformance to 1FBC 7* Edition (2020), dated 042120- L%med by mainifacturer ' signed and sealed by Awhony Lynn Miller P-E. F. STATEMENTS 7. Statement letter of no fln2ncial interest and of independent- issued by manufacturer, dated 1- Statement letter of conformance to 1FBC 716 Edition (2020), dated 0101J21. issued by 04/1&20, signed and sealed by Anthony Lynn Miller, P.E. manufacturer. signed and sealed by Anthony Lynn Miller. P.E. C/) 3. Private Labeling Agreement document between PG1 dated 03,30,15 and sqned byr all 2- Private Labeling Agreement dated 03,109121 between PGT Industries- Inc. and CGI trivolved parties. Windows and Dom Inc., signed by Dean M. Rtiadr, P.E., V.P. Engineering, on behalf of G. OTHERS both companies. < 1. This NOA revises NOA# 17-0420.06 (PVT w/CGI) and updates to FBC2020 (7* Edition� G. OTHERS expiring 041121,121- L IhisNOArerbes &renews NQA#20-0429.055 (PLAw/CGI),expiringM4/26. 2- RER Test proposals #194155 dated 0111Q70 approved by IshaqI_ Chanda- RE. expiring 2. current associated PLA CGI file #21-0205.0L expiring 04/1+26. CU 04,14/2 1 - UJ < CD Ishstq L CUnd2, F.E. hhaq L Clianda, P.E. Z Produirt Control Usk Sup*rvisor Product Contwol Usk Sup"Tisor Z I I No. 21-0106.03 NO. NOA No. 21-0205.03 < Expiration Dato: Aprill4,2026 Expiration Dato: April 14, ' .026 Approval Da to. March ur, !021 Appro"I Dato- March 129. .10.11 _j CL E _S SHEET NO. March 6, 2023 PA 1,4- A, - . - i � - - i __ , _ - �- _ � ; (D MIAW MIAMI-DADE COUNTY > 0 2 I C:)- 0 (j) 0 LK&a� PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC C:)- CU -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 -1, (D CD BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0 .4- Cf) C CU -cu NOTICE OF ACCEPTANCE (NOA) vrww.miamidade.gov/econom (D 0 -0 0 Cast -Crete USA, LLC 1. 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 = C) ja 0 L_ L 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS en 0 0 3_ C C,_ Seffher, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details ", sheet I of 9_4 I Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details ", sheet I of 0 — LL_ C11 — CU CU prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, tilled "Casi-Crele 4 ", 6 " & 12 " C) +— U) CU 0 > cl) _0 SCOPE: "Cast -Crete 4 ", 6 " & 12 " L intel Safe Load Tables ", sheets I through 3 of 3, prepared by LT4612, tilled "Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables ", sheets I Lintel Safe Load Tables", sheets I through 3 of3, last revision dated 06112114, all CD ci) 2 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. 'Me Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. through 3 of3, prepared by Craig Parrino, RE, dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. Cn -6-0 C)- KU) CU CL CIO documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on U) < 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 (AHJ). 1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Mode Is, to tal of (13) concrete lintel specimens, per A STM E-52 9- 94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 4w prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. to -Cc -- co 2 modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS Lintels, dated 05129103, 207 by Craig 3; D. QUALITY ASSURANCE M 2 this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete pages, prepared D. QUALITY ASSURANCE :10 E 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast-Crele Lintels, dated 05129103, 140 pages, prepared by Craig M E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Co. Zone of the Florida Building Code. I None. 11 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 I of 1, 1. Quality System Manualfor Casi-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 ParTino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter ftom Cast -Crete Corporatior; dated February 03, 2012, signed and sealed Parritio, 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 Cmig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MBSTLE IWACT 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 manufacturees name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. B. TESTS 1. None. County logo. Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS lu RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1. None. C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. mi any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. byMami-Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. 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 W. E-5 as well as approval document mentioned above. ,�-ilmy'A. Makar, P.E., M.S—. zz ,�;Melmy A. Nla"r, P.E, M.S. -,A "VUJ4� 6�7Metniy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Proifuct Control Section Supervisor Product Control Section Supervisor Product Control Section Supervisor #4_� �. NOA No. 20-0630.15 NOA No. 20-MO.15 NOA No. 20-0630.15 NOA No. 204)630.15 CZEDMIAMHMM Expiration Date: 09/11/2023 Expiration Date. 09/1112023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 ogA0)z4?,V Approval Date: 08/20/2020 Approval Date- 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Page I E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. (D F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino. P. E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- M > A. DRAWINGS Crete USA, Inc., dated 06111120, signed& sealed by Craig Parrino, P. E. 2 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of > C1 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, tilled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I 0 < through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS 1. None. Cl) D. QUALITY ASSURANCE CU M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 1. None. F. OTHER 1. Article of Conversionfor a name change. 0 CU LU -e14 OHelmy A. Makar, P.E., M.S. Cl Heliny A. Makar, P.E., M.S 2 < Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/1112023 < Approval Date: 08/20/2020 Approval Date: 08/20/2020 _J E-4 E-5 a. SHEET NO. March 6, 2023 PA 1.5 . ,1__ __ - �J, . __ - 1i , __ JL1 - � � - I - I I . . 11 . 11 � _-LIA-A j. i . __ __ _ I - ,. . . . � -1 �, 4 A--.-L - LL1._ -A Z � '' i, . I . I I � � V . . " - I . .1 I- I � . I . . I I I I i - . � - I � I I - - - � ------- __JAI_-__JLA1___L I � ----------L--- .. � - -i-,. AWA,-1.6kitill ./ I ILI ECO �C_� PRODUCT F,VALVAUQNJtEl!QKr&0_22A22= 2 — ___ __ ., 3 lim TILLFT TESTING & ENGINEERING CC 1 2.2. TIES REPORTS: SCIFICATION& __ Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on WAT THR A. TTLLIT, I-R., F.E. t1itCvD@&o1.CTYrn YL P.H. IL- N. 44TA7 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E. D.), drawring FIL C A 116-T N1, 11000719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-669 dated OBVI09/1996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. PRODUCT EVALUATION REFOR #96-T30 dated 09/20/1996. all three signed and sealed by Hector M. Medina, P-E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITAT11ONS AND CONDITION OF USE; REPORT NO.: 211-028.011 0219.01-09, dated March 4,2009, signed and sealed by Edmundo Largeespada, P.E. and Henry Hattern, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28,2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, an sheet 1 of 26, an well as General Notes # 1 thru 4 and 1 1 thru 16, Indicated on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutt= signed and sealed by Frank Grate, P.E. prepared by Tilleco, Inc, and signed and sealed by Waiter A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY- Storm Panels 2.& ST UCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section I 620.2 of Me Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and MANUFACTURER: Global Protection Products LLC. section 161 6 of the Florida Building Code. Calculations prepared byTilleco, Inc,, wood frame structures. 48W S.W. 61 Street dated 1 1/03108 and 03112115, signed and sealed by Walter A. Tillit, Jr., R E. Do -As, %dda33314 1 . PURPOSE OF EVALUAT ON: 3. MISSILE IMPACT RESISTANCE Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report Issued by Wafter A. 7111 It Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No - 44167), President of Tiltsoo, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. ,k%%IVNiI1IlHTjN,,1 61020-3, Method I D of the Florida Department of Business and 4, MND LOADS RESISTANCE otl.%�� N. Tito', ........ �N, Prolliesslottal Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Maximum length boas Indicated 14,15, 00;�� , 1, .. .. - , �ttl. 0 4N. - I - `,�t E N Se *%!.? . \ This product is being issued an Evaluation Report as described herein, and has pressures. panel shall on sheets 8, 10, 16. 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. --- i -. � --_-.�Z_-�- Jila. 44167 '. I 1- , �, �- , , . been verified for compliance In accordance with the 2020 Seventh Edition of t1he Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 1 1, fee,.-* .- * I ' ��I�_614-._-. STATE OF at bast equivalent to that required by the Code. 14,15,17,18, 19� 20 25 and 26 of26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. ..,�51 ,� .1 10, �, , ... L *. * ...... This Product Evaluation Report shall be subject to review and revision In case of 5. INSTALLATION: ..., III '11141 110011 a Building Code change that may affect Its llmWons and conditions Installation shall be performed strictly in accordance with details indicated on WATILL 2. SUBMITTED shoes 3 thru 7, 1 0 thru 20, 23, 24 and 28 of 26, of Product Evaluation Document D�� TILTECO ADMOIN RECORDS I P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC % 20 GAGE .EVIDENCE 2.1. PROD-UCTEVALUA]ION-DOCUM.ENT.(P-JLU (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIT&D STEEL STORM PANEU CORWIGN20,1711% REPORT 020-on&Ol Drawing No. 20-176, thiled "211O GAGE GALVANIZED STEEL STORM PANEL", indic-ated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. sheets 1 thru 26 of 26 prepared by Titteco, Inc.; signed and sealed by Walter A. TIIIIt, Jr., P.E.; dated 07/28/2020, This drawing Is an integral part,IA.Ibis -11111, 0,41111111illip", till Evaluation Report. 110 ek, %e, -\tR I'T .. 114 0% Noi��, h T/44;N �. , ,_�� - - VA, V , I " � " ----- ... /--v . ,94 - , " \c ENs . �.,.A ---, -1-4-- V , ____�_2 I. OF, I .1 ___ "S' __�-No __:� � .IPW- - R, 04N .., \\11:1106e I.... %-I - 'r . _. . S_ __ '.. ::-� �__- ... ' 44167 _- I ,,- ,��.-44167 - * A _�� _,ib .7,1�� - - , , * . ".,A4 : * . :*- I �_*. I-.-- - . �t_,_ , * , � �� J 1 '' /' .� / T _QA STATE OF -',9; _$ - I 1. . . I �0 ' - - 5/ '.0- . - * . ,!, - ,,� I __ . - - zoo. DN - ... -- - - \ ,,.��. ""...-, 6 , . %-�qi ,-to . . . , , -,. e'. ., ,.... F1 ... " "' * , `IO`9,YQN � 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - S X ft I plft� , 0014.1TH10, ..I � ", 4.10 W . Of pill I 110110 "' , I I I 2ENEUL : MRE GNIMING' �� I STORM RATIO. SHOWN PRODUCT EVALUATION DOCUITENTY (PCO) HAS BEEN VERIVIED rOR COMPUARCIF IN ACCORDANCE WFIN THE 2= (71h EDTFION) OF THE FLORKA 13UPNK CODE DESIGN WM LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MIEFFICTIED COW, FOR A *TOM SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE S"UTTIEFIS *ILI BE INSTALLED AND FOR 4 DIFTECTIONALITY FACTOR KII-04t. USING ASCE ?-I 6 AND SHALL NOT EXCEED THE 1000MUM (A-S 0 1 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TWU 12. I#. i5, ie, 79 a 20 AN ORDER To VER" THE ABOVE CONOMON, ULTIMATE DESIGN WIND LOADS DIETEFIVINED PER ASM 7-16 S841 BE FIRST REMACED TO A,SD DESIGN WIND LOADS By MULTIPLYING THEM BY 0 6 N ORDER TO COMPARE TVIM W/ MAX (ASO) OESICH PRESSURE RATINGS INDICATED ON SHEETS 7 T"RU 17, 14, 45, 16, 19 III 20 IN ORDER -10 TIORIFY THAT ANILHOn ON THIS P ED AS rESTEU WERE Not OVER STRESSO. A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Ilia U%D IN TRW ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED Al ACCORDANCE WITH N.DS 2018. STORM PAKIL'S ADEQUACY FOR IMPACT AND MO RESISTANCE HAS BEEN VERIFIED IN ACCORICIANCE WITW SECTION 1626 OF THE ABOVE M�M CODE AS PER HURRICANE 04CIFIEVII04 A TESM4 INC REPORTS 96-5119, 96-1,10 IS 25-TM AND FENESTRATION TESTING LAS INC. REPORTS 12032 AT #2126 . AS PROtOCIALS TAS,-201. TAS-202 AND TAS-M3 AS WELL AS ANATTRICAVY TEST LAB Or SCUTH FLORIDA REPORT #0219.01-09, AS PER TAS 201. 7AS 207 44D TAS 703 STANDARDS 2 ALL At.UMNNUA4 EXTRUSIONS TO BE W63-TO ALLOY AND tEMPt.R. (UNLESS OtHOEITIVISt NOTED) SET SHM 2 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL NAVE VOS-HI4 ALLOY. 4 ALL STEEL SHOW METAL PANELS SHALL HAVE SrRVLC� QUALM STEEL ASTNI A-653 MADE so MINIMUM. G-W GALVANIZED STEEL DESIGNATION */ry. 58 5 TNI, (AFTER RIOULIED). 5 ALL SCREWS TO Of STAINLESS STEEL 304 00 110 AIW SERIES OFT CORROSION RESISTANT. COATED CARBON 57EEL AS PER DIN SMIS W/350 � YIELD STIRFMGTH AND 90 AN TENSILE STRENGTH 61 SHALL COMPLY W/ FLORIDA SU41DINO CODE SIX1,014 241 .3. 9 BOLTS TO BE ASIN A-307 GALVANIZED STM. OR AM 50� SERVES SIAftESS STEEL. WITH 36 ". MINIMUM TTELD STIREW. " ANCHORS TO WALL 94N.L BE AS rOLLCANS (A) IQ_D_Q5_TP&_PQWS&"Q"QWE - 1/!'# TAPCON ANCHORS AS MANUFACTURED BY I T * EVALOO. IW (M,, 1'3192 p) - I /4..# . 7/!- CA,K-IN ANCHORTS. AS MAINVACtURVED BY DEWALT ITIC (MIN 1'3000 PAL) _ I/ . 3 F4 /4 SOUC-S17 ANCHORS. AS DISTRIBUTED BY ALL Point SCREW, SOLT III SPECIALTY CO (I", t�_3000 R.AL'.) - 114-10 PAMELMATE FEM41 0 & PAW110JE PLOS ANCHORS. AS MANUFACTURED I" ELCO Coks"ItuctioN PRODUCTS (MiNi f'33W P-) - 114'0 CF TAP-ORIVIP ANCHORS. AS MAMVFACIURED By �RU-FAST CORPORATION V-34500 F5.0 AT) MINA" EMBEDMENT OF TAPCON AMC�KFAS INTO POURED CONCRETE SHALL BE I VA'! 2' FOR PARELTIMTE FEMAIE 0 AM PAKUAITE PLUS AND 1 114- FOR CF TAP -GRIP ANCHORS A.7) CAL9-PI * SOUD-STE' ANCHORS SHALL HE EMBEDDED 7/8- WIC THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED I " ' 0-" 19CREVIS USED SHALL BE 1 1/2- LL14C M"WA SHOULD STUCCO EXIST No I' MINIMUM FOR WALLS WTYFV NO STUCCO. AM MAY Or HEADED SCAM OR ALL THREADED SCRIEWS W/O "EAU, OUT WTH WIM NUTS A3� I44 CASE THAT PRECAST STONE, PKCAST CONCIAM PANELS. PAVERS, STLIECO OR WOW WARDS BE FOUND ON �.k DISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS ANCHORAGE SHNU BE AS MENTIONED .N A 1) AND IN A 2) (a) !0,1.61 _&A&LJV.LL_`.qy__Q�_ /,_ : TAPCON ANCHORS AS MAINLIFACTURED SY I I AT BUILD", INC - t/4' . 7/8' CALK-410 ANCHORS� AS MANUFACTURING OFT DEAVALI INC (MIN re-15M P") - _ ,/A I. 7 3/4. SO1UO-StT ANCHORS. AS DISTRIBUTED W ALL PONT SCREW. 800 a SPECIALTY CO (ON ".-'aw P.j) - #14-10 FIAMELMATTE fVMAIJ 10 AND PANELMATE PLUS ANCHORS. AS MANAUFAMADD BY ELCO CONSIFIXIC"ON PRODUCTS (MR V-207i 9.,) TV _ , /A 0 CF TAP -GRIP ARCHORS. AS MAIVYVFACTURFD By TRU-FAST COW -ORATION P! 40"o 8 1) MPIWVW EMSEDMENI UA TAPCON ANCHORS, ELM PAWLIOATIES AND CF TAP-ORR ANC.OR. 14TO THE C010 �'. 13LOrw UNIT SHALL BE 1 1/4. �r ..-�� 8 2) CA" -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE SLOCIT UNIT. a . N INTO STUCCO SHALL BE PERMITTED '14* 0-20 SCITIM USED SHALL BE 1 1/2' LONG 611THIVIVA:10.-W.. EXIST, &NO I � MINIAO.W 'OR WAIJ.5S 01W NO MCCO f. -q:.- I 0 3) IN CASE THAT PRECAST SIONIE, OR PRECAST CONCRETE PAWLS. STUICCU OR WOOD BOARDS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG DAMON TO REACH IMk MAIN STRUCTURE BD41NO SUCH PANELS AWHORAGE SHALL BE AS MENTIONED IN 9.1) AND IN 62). (C) TQJZWW_Tr=ANVPL_SEI=r1C_A&M_,� - 0.55 hm - I I /4'* TAPCON ANCIVIM. AS UMLWAMRE13 BY IT W eULM. INC - #14-10 PAIRELMATE FEMALE 10 ANO PANCLAMITE PLUS ANCHORS AS MWJfACrURU BY ROD CONSTRUTETTON PRODUCTS - 1/4-11, LAC SCREWS PER Al D.S. - 7/iOa , �/S* WOOD BUSHM. AS DISTRIBILRED fly ALL TONI SCREW, SOLT FIT SPECIATTY CC OF 7APCON AFICHORS 9441 BE 2 112- AND 2- MR ELCO PMELMATE PLUS AND PAINEUMALE FEMALE 10 c 2) FIRRAiLIA, i4READED PENETRATION or LAID scwN. INTo THE woop FITRANVE UNIT SHALL BE ' 1/2' NO THIMADED PENIETRATION INTO STUCCO SHALL BE CONVOERED AS PART OF THE RECOPIED TTiR[AGEC PENETRATION C 3) MWMM EDGE DISTANCE OF LAC SCRIEWS. INTO *000 SHALL BE AS INDICATED IN THIS DRAWING C 41 MINIMUM PEWMTQN OF *ODD BUSHING SHALL BE 5/5' 1144 0-20 SCItM USED SHALL BE I t/2' LONG MINIMUM SHOULD STUCCO EXIST AND I* MINIMUM CDR WALLS WITH NO STUCCO C 5) 44 CASE THAI PRECAST STONE. OR PRECAST CONCRIM PAN&S. STUCCO OR WOOD BOARDS BE MIND ON THE EXISITING WALL. 44CHM SHALL BE LOW ENOUGH TO REACH VE MAN STRUCTURE ISCF,ft SUCH PANELS ApAONoFMrE SHALL BE AS MENTIONED IN C 1). r 2) III C 4) (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMMIFNOXIVONS AND SPEC9CA1IORS Of THE AMFOR'S MANUFACTURER 0 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTAULATION DETAILS SHOWN ON SECTION 3 THROUG- TO (SHEETS 4 FHFIOUGH 6) EXCEPT THAT NE-AGERS M 6 0 SHALL NOT BE USED 9 11 WLI BE THE RESPONSABILITY OF THE CWRACtOR 10 VIERETY THE SOUNDNESS Or THE STRUCTURE WHERE 911LATIN IS To BE ATTACHED TO INSUITIVE PROPER ANCHORAGE THIS SHUTTER SHALL OV4Y BE ATTACHED TO CONCRETE. BLOCW OR WOOD FRAME BUILDINGS 10 EACH REG" STORM PANEL Mr. LENGTHS OVER W-11 THROUGH 12-4% AS PER SECTIONS 6, S. 9 A 10 AND ALTERPATimcs Be. 9W III FOR ON SHEETS S' 6 6 12 RESPECTIVELY: SHALL HAVE A UEGIBLE AND READILY VISIBLE MARKING ANSTRUCTING OMER OR TrAMN? TO StCURE PANELS WITH APPLICABLE REINFORCEIAIENT OURTAK. PCF40DS OF 14URRCME WARNING I I THE tNiSTALL&TION CONTWOON IS TO SEAL/CAUUk ALL SHUTTER COMPONENT EDGES WnC4 REMAIN IN CONTINUOUS CONTACT WaIL THE BUILDING TO PREVENT OND/" INTRUSION 12 STORM PAWL INSIAILLIkTION SHALL COMPLY W-74 SPECS INDICATED TV THIS DRAWING PLUS AN' BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHOM PERMIT IS APPLIED TO 13 (,) INFIS PRODUCT L��UVATVDN DOCUMENT OR E D ) PREPARED By TMIS ENGINEER IS rEAMEATIC AND DOES Not PROVIDE. WORMATION FOR A SITE SPECAFTIC ITTICACT. - WHERE THE SITE CONDITIONS DEVIATE FROM T14E PED (T) CONTFRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT BASED ON THIS P1.01 PROVIDED NIE/SHE GOES Not DIEVINTE FROM THE CONDITIONS DETAILED ON THIS DOCLWFr CONSTRUCTION SAFrrY AT SITE 15 THE CONTRACTOR'S RESPONSAIRVIrrY (c) TT*S PRODUCT EVALUATION DOCITMEINT 01111 BE CONSIDERED INVALID IF NIGOM (d) STIFE 94MWIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WCH VMLL BECOME THE ENCTINUER Or RECORD (E.0,111) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE 'ROPER USE OF THE P1 0 ENGINEER Or RECORD. AcnNG AS A DELEGATED ENGINEER TO THE OEC EF=. SHALL S~ To THIS LArTEAV THE SITE SKCVFXC D&VITIFFOINGS FOR REVIEW (A) THS PEO SHALL WAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAI PREPARED IT 14 SHUTTER MANUFACTURER'S TAMIL SHALL BE LOCATED ON & READILY VISIBLE LOCATION AT STORM PANEL SHUT" IN ACCORDANCE VAN SECTION 17og 9 3 OF rLOFIVA BUILDING. CODE ONE LABEL SHALL BE PLACED roR OLVEVITY OpUAwc VABELFNG To COMPLY *n4 SECTION I 709.9 2 or THE FLORIDA BUIUNM CODE __ __ - 146 MOM 511ILL MY BE USED TO I ultmkiu.. I — PERMITS IN THE STATE OF I'LOMODA CODE (Man Velocity tlu,,ricane X J ECO Pft0DUCfJKVAIL1�A-nQNRJZ=TMn 2047= 2 IFIRDIDUCT KVALI1AT1Q&KU9JffJWL194,UM I //f,:L INC\,.,, ______ TILLIT TESTING & ENGINEERING 1 - _ Large missile Impact load tests were performed under SSTO 12-99 Standard as 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on vmniit A. IMLIT, RL, P.L tilmV.com PRODUCT EVALUATION REPORT ITT. R.1" 441.6' per section 1609.1.2 ofthe Florida Building Code. Uniform static loads as per sheets 3 thru 8, 12 thru 18 of I 8, of Prod uct Evaluation Document (P.E.D.), tL1.,A�1_FXAXVAV14VV,MVI9 Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing drawing No. 20-175. Minimum separation to glass shall be as indicated on Lab of South Florida, Report# 0814-01-01 dated 03111102 witnessed by William sheets 3. 6, 13, 14, 1 6, 116 and I 8 of I 8, of Product Evaluation Document 1, REPORT NO.: 20-1111727.02 R. Mehner, P.E., Borlz Maroz, P.E. and Henry Hattem, P.E. and Report No. (P.E.D.), drawing No. 20-175. 02119.01-09, dated February 25, 2009, signed and sealed by Edmundo DATE: July 27,2020 Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAB 201 & 203 as per section 1609.1.2 of the Florida S. MATER!AL CHARACIERLJMCS_AND_aEfCIFJCATK�W- PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 11 23.01-10, dated November 23, 2010, signed and sealed by Julio E. Shall be stActly in acGordance with General Notes and Components Indicated on Gonzalez, P.E. sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawIng No. PRODUCT SUB -CATEGORY.- Storm Panels 20-175. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as J 111111111`� I Anchor specifications shall be as Indicated on sheet I of 1 8, of Product P % PANEL per OC Metallurgical Report No. 1OKM-1 318, dated December 1, 201 0 signed Evaluation Document (P.E.D.), dinswilng No. 20-175. , - MANUFACTURER: Global Pmbilc1lon Produ0s.-= and sealed by Jerry Jaclofano, P.E. as per ASTM E-8. C0 CP 4800 S.W. 51 Stneat 2.3. STRUCnffl& LIMITATIONS AND CONDMONS OF USE: Davis, Florida 33314 ENGINEERING CALCULATIONS 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 _J 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated :P do." 1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by TiReoD. Inc. and signed and sealed by Walter A. TIIIN, Jr., P.E. This is a Product Evaluation Report Issued by Waliter A. Tllllk Jr., P.E. (System section 1604 of the Florida Building Code. Calculations prepared by TlIteco, Inc., dated 1211 8110 and 08/27113 (for this revision), signed and sealed by Walter I I ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. A T1IIIt Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES SIG20-3, Method 1D of the Florida Department of Businsiss and as defined on section 1020.2 of the Florida Building Code. . Professional Regulation. 3. MtSSILE IMP RESIMITARCE: . This product (a being Issued an Evaluation Report as described herein, and has -ACT Large missile Impact under section 1609.1.2 of the Florida Building Code, as per 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. been verified for compliance in accordance with the 2020 Seventh Edition of the SSTD 12-99 Standard and TAS 201. Florida Building Code, and to verify that the product Is for the purpose intended Product Evaluation Report prepared by Walter A. TI[Ift, Jr., P.E. (Florida License at least equivalent to that required by the Code. 4. WIND LOADS RESISTANCEn No. 44167), President of Tifteco. Inc. (Florida CA-0006719). 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 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, 1 1, ,%%sit"11111111111111OA., I 0 A. 14;91u. 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated 5, 9, 10, 1 1, 113 1610�1 ...... I.., "I , I Wr Ilk E�;' ..... � 2. EVIDENCE SUMMED: on sheets thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. ---, ...", W - r . . k___�— . .. � -w- - _U117 I 21, PRODUCT EVALUATION DOCUMENTP-M, 24 Gap Galvanized Sisal Storm Panel has been verified for code compliance to —,- . I 7"'? 1 -- - liwz_ * :*- Drawing No. 20-175, titted "24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 1 8 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. work as a non -porous storm shutter assembly, as per SSM 12-09 Standard. ., WATFU , 'S . .. f CO!TTILT1ECOADMONRECORDSli? E.REP0RT.20%GLQ6ALP4O 'IV' NP L ,, - AGE , . GALVANIZE0 MEL STORM PANEL kDRM#20-1751, MPORT*2D4WVI �0,*. 411010'... , Tillit, Jr., P.E,; dated 0712712020. This drawing is an integ#"Ir�#gIs Evaluation Report. . . 11 ,, ,A ��L, _:_-Z/,�:%, Mull 10 ....: �'--.,.. " ,�. . ,It.; P - .. , , . el' * * - - I - - * ,X 11" " A $/ I... 10, .1 ONK 5111 tFIFINIF"...'Jit -, /.C,-',\1�EN4'-.!'PN ... ... ... - __M . - . . - , . � . �---�-�4--_N;__� - . Sk I - *' -- - --- _� _X_ - I - . - __ ___ . - - . n-�& . - � - I �-- . *167 , ., r -,4,0� .. = - 4�� * * E 6� : S .,7/, * E - '711- : - r - .1 .. - — 4 .0% STATEOF " Z - Up. , , I . � I 1-11 A / / S% STATE OF ,,� I _ . _� -1 14, ,�-- "ZOR101F. .."o-'T. 0�_' . . *. X1. `1-0.R.ID�---1;Z,S;? ... W . . .. 6-355N.W. 36thSbtet, Suite 305, MiuGnL Florida 33166 -Phone: (305) 871-1 ,� �> -1531 , 09i ,V,, v .. .0 Ys/ , , , - - *�,Lsr '4�, ONACE 0 N14111intow"', 100H)"111lioli, I I I I I COMPONENTS FOR REGULAR A LIFE SAFETY (SCALE 1/2-I-) STOR - __ - . - - 75.194- (TOTAL WIDTH) - -_ - � - - - 15 195- MAL FAWN) . - - - - - - __ - I - 12.5W (EFFECTIVIE WIDTH) - - - , - 7 : __ __ ___ 6 1/4' � - __ __ � ___ � __ 6.250, __ ___ - I , - I 1p, - , �1_1,50* - I I - 1.3po, -- ._500' 'N % : � � - 1 3w,-- ' I , Q ON' MON. THICK I= I , -,W. 1.350- ,_'N , - , I F- 1;�_ i 11� _� I 1*1 /, 2,657* I DOW im THICK OALYN4111) STEE I . — I , '*- HD. �! EDGE W - / - - ' `Q _r " /' I 4 I / � ;ZW_Mi6 SITE. - . .-. ' ETS_ -0 � I GROAK so Z., G-M GALV . I 11 � �_ NET"NED I - I EM . 24-; 2. ON - , -_ - , HEMMED TYP \ HE \ AS1 11133 GRACE 50 � G-40 GALV i__ - --�, DETAIL 2-000. I -2 4F-,� TYP. 'W - , W - �, � - DETAIL 2 1.]iOEFAALEDGE � L I A � 48,F CLIETALL A I � * 1 44.8' . __ __ - ___._1 ------- - , _ , : ,&�To_ - - . - � . - - � - - - - I ____� _V�Q' - � - - - - 6.250" ------ --- - T_. I :I� -1. T STORIld PAN 0 IEND STORM PANIEL ---2.197- - ,,,- - � ' W --- - 2.157* ,�' _-,- . f.250� -------- - -_ 7 JOD. ad 751V_ PANn 3 END LAP 1___' �,___' � I I 125, - . 1/4-20. gli-2a. .12f W/ NETAwtv O". ,- , _. - Too. It a 1250, . . . . .BW _J JIM SERIES SERIM .M. , _'..L25' SS STUD "NOTED S�L STUD WATED - ,.;50" I - .M. I ", - : � I " 4 I I I TO AN�UT 0 I �-- - - 1-Z " - 1--`-, W., I . 11 1 1120 MLE.I. ". .. Mo, I . Kl�_�"< � I ,� -�� to.W 5.375* i OSV �093, 1 F . Sao. 1 :2 500, -:I - 2 125 ---� '. "� �-Z,r, - V93 F . 2000 1 . - � ///, < 19 SEE � - _-L— SEE W - O"O§�� 2 I2, 093* - , MR. I 1 4 DETAIL I HIMMO, - F a " I �L! 2A f -L / k , . - I I i _ . /�/ - �1 _ � I , I, ��j - it G. L3 "25, . So. - ?.1 J� — - - - I ! -_ I A �j I - 5, u-, - - V.500' - L_1 _SQO - Z/ I I ,� I . Mi. I I ,V/ n" III. - - "�, ISOMETRIC VIEW DETAIL .M` ROLMDED CORNER 0 D#DS Or PANft'S VIZ a � --2rr - - —2-000 - END UP */ HEMMED EDGE (OLT S) (�) *h* HEADER (� 'U" HEADER (�) Oil (9 ANGLIE WITH STUD @ ANGLE WITH REVERSE STUD I - ---I VANan I SEE GET. _1 1/11 & 2/1,T 374* � _Z_f .-W. ir "IT EDGE - GeV .374 ' - ?W - PANEL 'or T AS � 310- - 'WZ - i I 125' .*# �, � F____ - V -20. 304 SERIES I B - __" I ' 4 I I S. stw ow4m To . ..... I __ " 21'..' , Ak'QLE 0 12 Ilr CC i,4107', �.' [D ,,,.:I no, 37V /' .� �_- - , , ."o, - � -4 67 ' 1.671- -1 I 1 4 1 3. 3' � I - � , VolV " - I - , 390* I" - 'I..2- ,q ,�Soo- I . 1,2113L .". �,. � U'='T __ ___ , . �, . 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UK MIAC WAIT W/OW V � ,,..;I� AT - DWIL & 333, ALUMINUM ANGLE MONIMPHIC WASHM W/ oown� � a ::_ 1 == -xr= A.Sli, )MO-73NA FAA, pe"FINX-6) � . W.P . - an ___ " . VVIV,3/32' 049�M (STAWLESS -01110117%1I 1 - 1 !M. STEEL Dit MOM PLATO SIVEL) AE $LkvVDWUK/UATE n I i rM M M., i A I - FT9 - i -_ _5" ___ 1, VAN * 6/5 - - _J* MATI 1. MR.- 6 D.M..O.(�).(�)+ ---,-7--7 ---- i-T-r----t___-,__7_ I__r__7,— . I , � -, ,� - - - ------ ----- 11-1,T ------ I- - I . I ., " I , � I I . 7 . I . I , I � ; . � I ! � I @-(I). &@ - @ 1 : �'. � I I I I (�I) � _� � f I I ; , I I , i i , I 1 1 , ! I 1 i � i ! 1 1 1 I I ! � i i I i I I I � i , � 1 1 1 i � I . i � : � ; I I I ! I ! 1 . I : I 1 A I I i i 1 1 ED 1 I , I I ; � 4 i � -1 - L ! � I -_ _1 __ _ L-L -1- , I I I _� I , i : _�_ , - -, I I - - , . i , , I �� - 11 r F_ I 1- I , - - 11 ! ` __� i I I 1 - � T -1. _7 ; __ , - I , 1 ! � ! ! I F I V I I I I , 4 -�, : I i i i . . I , - . i ; , 1 1 !I 4 1 i t � 41 1 t : t I.- I I � - T, i 4 I I ... . � 0�. I : Iql I i - I t I : I I 1 I i 1 , I i I i . ! i - !_ - - - I - -1 - I - - - . 9 . I i 1 1 1 1 1 1 1 1 : : - I I I I I lal I , BOLTED PANELS W/ i/40-20.1' - - i I i i $.S. M.S. BOLT W/ 7/6" IT 3/32' , SECTIONS AS I I I 1: 1 I � 1 I IIJNBOLTED PANELS ' ! . . i ` (SEE ; � . �i i ;1 . � , I i 1 ! � WINGIVILITS 0 EA, OVERLAP I : I 1 APPUCABLE) 1 I I I ! i 1 ! i � I I : , [ I I (SEE SECTIONS AS APPLICABLE) I - , - 1 � i L --- - � ,.I �- 11 I Ll i ,_ � � I I I I , 1 1'. - I . I � . L _1 I 4 I I �, � I I' 11 I � T - ; I - - T_ -I , - F I I -I !_ 11 i � I �- --! � f I T - � [ ED ! I ; I ! I i � � i i � I I I ! i ! : 1 , ; � L i I i � I 1; � � 1 I I I I 1 1 1 I I ; I I 1 1 1 I I I I 1 I 1i J, I i� i; 4 11 I I l� ; I 1/4. 2/4, 3/4. 4/4. 5/5, 7/5. 10 IW/10, 2W/10, 3W/10. 4W/10. SW/10, SW/111 & 7W/11 _ _ AMICHORS: FOR CONCRETE SEE SCHEDUU ON 5"UElS a & 9 I FOR *= SEE SECTIONS ON SHEETS IQ a 11 — a 0 --f -I-- __�-_I-_ . a , 1 � - [ - - . j I 1 1 � D.M..@-@-(i)-@ I , , , 1 1 , � -_ - i I � I I ; @,@-(�)-@- @., _ r MAX ..L� W 1 a, !.f 11ii -- :,:.I -- tiii�i, i I I I 1. _ 1/4, 2/4. 3/4, 4/4, 5/5, 7/5, _ 3' MO - MIN - mm /5 +iW/10. 2W/10. SW/10, 411111/10, I 5w/ 1 0. 6W/ I I & 7W/I. 1106 � __ � --- ANCHQIIIS� FOR CONCRETE SEE SCHEDULE ON SHEETS 6 & 9 I � I - FOR INDEVID SEE SECT06 ON SHEETS 10 III I I , I/.- I M" GAP 111111 lzi:(,iglw,�i;iw-tn. l��.111�ll�11111�ll��Ill�1111111,��l�l��ll��l�i'l�,111,''Irif�B44v/.Ig k � el- L'� !I� I M 21r 1/4' . MV,%. GAP (FINAL OWMAP -1 110HOLE VAIAM . - I N. BUILDING CODE � . I 1) . 0 O) :L -6-0 a) a) = U) -0 — CU >= 0 a) -&—a -&- 0 = 2? I— _0 C,) C CD- cu 0 -a L_ a- - .&,., ... , C-) 0 -1I.— Cl) CD -t—_ CD -0 0 -0 _0 C 0 0 L_ CL -2 = III= 0 W ?:: = c .0 U_ ICU in 0 -6--fit CIO IIIIII.- 0 CIO > (D L_ .0-- L_ C:)- -C= Cn CU To ,_. CU -6-00 0- IIII -0 C — W < -r- C= .� C� co . 4i C" .1 % 66. Ch.. i = - ) C'I X_ C= go P C,, - . tic !! CP CIO, �, X_- , I- C: a t ..CC 0 3; CC 1- 3; W .= .e 4J 0 V, = C= M to ,_ cr. I.r. -0 M, 0� c: E 0 C5 a., 0 - CD a < Z Z W =I INSTALLAIION DEIAILS FOR REGULAR PANE (I & (JA END CLOSURES DELMS FOR INUALLM IN POLM CONCOM INSTALLATION DETAILS FOR REGULAR FOANELSQ) & CIA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STR CTURES CONCIFErE M= OR WOOD INSTALLATION DETAILS FOR REGULAR PANELS (I & a 61 ON P.%M�AM V�OO. I � `VA_ ' VAUD FOR BERM LIFE SM AND E-Z H" STM 8M SYSTU INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO EXISTING POURED CONCRETE OR CONCREJE BLOCK STRUCTURES . . : PLUS a" or CONCRETE ANCHORS � I 'or - ,.- _k I (WE WISDOM[ at ; , WHO= 00 ailm a TA 9) C211 $CMM�u ON - 71 `��, '_'_"&_.__ I- - --- AMCFFOW FOR CONCRETE SEE SCITIOIJUE ON SHEET 9 ' I - FOR WOW SEE SECTIONS ON SHEET 12 7 CONC-WM .Nc.m _r . SWn` 6 THROUGH 9) '� � 1)2' r__ I L W. I_.,._.I,__ REMAIRED RFOUA= REQUIRED (NAL OWIEVILAP2,67' - W-1 - --WO" I.E. - 7=01=6 3' M... 3 . CONDMW - 1, � __W".U-=%- . U) -6-0 . WA.AUE .. I I 11 OF V% CONOUTE ANCHORS VALLIM - - - ED CONCRETE ANCHOM I .. . ". " I':\ . i" : I 11, ---" I ""S I I' mi. I' §"� coka" ANCHORS S-WS a INMXMN V \ - � -, \ OONDTTOI� a TFAVOTO, ,,, - i �1 ___ " -i ) __ - - _!, i % 14 WOM We - - =�_=.__ n I 40 CONDATEIVE F4fgA'n� �, � . I " CD SO I LL Tom Spiax" ft it �, - i � , (SEE SoNEGAILE am - - Iff".M.= =1E.."T.". " L I a" ; L EXISTING POURED S.Cm a "ARDIAN, * - I i : -1� - & C.,I I y!F* 1141A. . � I Vie e,- I Neu 9) - . . -41 ,� I 0- .11, L _T_ I ., � ..F. rapm POURED 1� ! SHEET 9) STIM 0) � f* 11 - I 1� - - 111-- �' I OL " map=%. � : : - - 0 ;P I IIIII, --a, i,: _j "�,A�, 't'�_ - ` . 1 - __ OFF N" ! 1". . ,� 0,IA — i -,� ! � I � ��-. I z a) CD - _� ,/, \ I , . I E (1) - -,P .6 . � A. A CONCRETE I ,� , . - - _": '� �&J :1 L A . , L , 1,10 �` ; . � . I �: i4L: ' _ . -.-- I C : _�k - I L � gr*=-%:�, fc::4 1 REMOVED, � LL% ; � ! i 11 =4111e, 04 I I - . __ 4 : . � I ! � . � I . - : I I L I ; . L' I . .1 L I I , / IM1- I - - - I . . . L -2 4 , I ! L I i � __ I __ -I . I'll : '. I... I'll � ... ,`L�j I �1 : I I I 0 - __ I = �� 1/4- ': * , I. 11 � E.0 I : I 1 30 -=" AAM I a 7r I ----JC J - : .. i I I ai .- 4 : L: � I I i EXISTING POURED ED.- I ,�: : __44 'a L :'� IF , I E i : ! - , � I -.:� I : i I � CONTING POURED E'D' E.D : I '�.,, I I r '. I q. r . 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CD . , L — I .1 em , \1� I - WwL �- - ._� COMMITTEE 1IILOft , ED . T , ,,, - � . (3 ARM, I - I I .. ,"e" ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEET 9 L- = - '. "I EXISTING POURED - 0 1 1 .., I ! ; IF 1. 1AM __ - T - " I , FOR WOOD SEE SECTIONS ON SHEET 12 .T , � � I I - I 'Wak-110 I , GA%A�pm) 67 , I I .11 - ""., a I EVUSTM I I I - + I 111. I- , r I - , CONCRETE -3/..- �.. I ' " COWAtim DR . . I . . - CD _�, - .. lew �, , REGULAR STORM W��,.y .1 OEOUktO I ., I , I I 11 , CONCRETE 1= , 4, CONCRETE ANCHORS OoMCRrM ANCHORS , . . 4 1&=_4 �_ CONCRETE BLOCK ,,, . t . OLD .,/,� ; , I,I& Q ELEVATION I I 51.6cc.0 IT STUD an SoNEDT" ON SDOD.LE Did (SEE SCHEME ow � IMA a ac �,z — I , _ - I I - -3/4- ARAW AUF 0 #` 1�11 I 1. FRAT 0 12 �� I 'r I . 'Ir O� , , , VCM 9 T"i"An. 9) 901011111, a NARO,GN 1) , - r �` S i - L 0. �, " ,�� -40 L � / , - - Irl. Proumn I , /2' �J gn-p�g- - "EA01-me ,_ ��, . C: -0 ___ \: ." �:; .*.. An -, . - I / - , 1) , ,�. (SITE ot'g," _:� ---- — N-NATA, W mw- , (SIDE SCHEDULE ON 94M 0 NAROXXIN 10 CAUK_AV OR Pwdlmm , M = - v . ----. . I 0 PUS ON OF TAP-01111I -1 - - - 10 1 1/4' MO, GATT L_ c5a SOTICOU . I L - of 7 (SM Sominuin a" -11 940S a THROUGH 9) IIIIII, , I 9 � - - ,1/4* � � - I , !I iew WILLEYO SICITIS a a 9) kl� .11 . I L "" CIO a- , �, - , , I I , — , , ! I : - 2'er UTING BUILD M LIQUIVITING ALTERNATE Mfiff MOUNTING -1 I,'4'-2OV%3/4' S.S. 801,11 ow ORBLAR I (A 1111111601gill ILGI11251"l-L-I A , I \ ,f, / - ", - � _ */ 7/r.3/32* ONG MIT I I I __ __ -..---. - I ___ - , ---"- ___.__.__ -,- SHIFTS a `NRDUC. 5) . , \ '- =17. :a - . all HER MOUNTilma FEWILL 0 40 ANDJAMItt � CONCRETE AA , _ --- . 11 I'�. � L .� 1"� J ME= � Fu. I L� *1 I L-E _ - - I I _E_ .1 r - I CEILING IUE 0. I (�) � = � : , � : T .".L 4 11-L-L - I - , L1 L / 11-0 I . ,2 1/2' OLC. CONCRETE ANCHORS 11 -- SCALE 3/0-4- lm'; SCALE 3/111-1- SCALE 3/8-1* SCALE 3/8.1* WALE 3/8-1- � go" lk� - A — #. "W, I - 113LAWN 4 OM 7 0~ lW"_ IS, - . , 'ROD. - , L I - ---I - .- - 1<11 �Ii = &= - A AT CONCRETE ANCHORS (W soiculur 0% ,/4* "t I ZA 0 a) I, , -QCII � SHEET 9) I DISTANCE = SONESTLE am a : a LD. -( EDGE DISTANCE 1. =,.CGSTM AT NIEV V WIDE IF VAM . I/IV ED. NT EDGE SHEET 2) _� Cn i =� SEE SCHEDULE ON , T14CK ALUM. TUBE OR I* A (SEE SCHEDULE ON G -6 . QAMMNN) S.W 9) ILW 00 SECTION A -A ITZRAL) -1, - : - 4�D I I I DDST*X STUCCO/ P T WOW PLATE SPAM A S"ErETS a & 0) --.tg:g:,�� OR - _� REQUIRED SCALE 3/32*- 1 * _. SAW a SHEETS a & 0) INGOV, FeW OR IW.k " 0.,W, TAVAI I I I . WOOD SAND X : _C, I scOL"w "=on " ICU i I a . I * NEW " WIDE . NATIVE A 1/8' I I IONS, I I I I OUN TUBE OR I' . SVARIES . � DIRECT AMR *4 MOUNTING DIRECT "A WA6 NIG i I Aw. . 11 IT I 0000 PLATE SPACER 1� : , . " M . I BEHIND TRACK �_� & BOTTOM MOUNTIONGS CAN BE ] 111151ALLAIMI,= i 11.1100 I I I ,:-::= i : BONED IN ANY WAY TO SUIT ANY ak�� 1 12 1,12* " ;, I 6 - I I CONCRETE ANCHORS _� r -7 Q"Ehp) iffiffil" -sammly : ;�� J I "'011"IMMA, . . - I 'NSTALLATION. 1: SCALE 3/9-1- VCAUE 315-1- I - - COM804M IN ANY WAY TO SUIT ANY 'J ��M�, (SEE SCHEDULE ON 11.11 : OA ,'% SHIEM a Tmmxx. OF, -/, ; _RWXK C.M I I t - �v ..... :. �/,.Q,p", INSTALLATION I L 0 , _]� I �:. I I // , .' � + I : ', . � �:Y.�.,N, = , �: � ." 'J. � 1, ."'�L` �" "�:..�,�: ... ,�(; E ' - - :" - _1� .... ... ... ... ... '. - - ... I - , . 2 � . . . . I ' � ' . N41 -�A = ,wooriF LMA;�. '. A, .. � *11.1 . 1. FLORIDA BUILDING CODE (1,11gh Veloatly Hu cam Zone)] 17000� FLORIDA BUILDING CODE (NI19h velocity NO care zono)l EXISTING POURED '. FLORIDA BUILDING CODE (We Velocity Nu cons zone)l _W=M...`1".VI___ 9=UP11" SAAM IAMP" FIX .1 _.� V -.-- .T 91 CONCRETE - I- MINIMUM! 1 1(2;.V. C + .1 . .20" ltnw. im, . ' . < - =20 TILMOO. .C. 3 ;- aAAA . ow" ,Iiwo, r, *-. Wliffill ITILIM. M TIP CIT. FIAT vert ... ) REQUIRED � - : 1. 20 USE GALVANIZED STEEL STORM PANEL " No, 44167 1 __:,/4tPI : I IONCRIETT BILOCY: I a - � W, 2 I :: �_ I TOO, --* - 7 _- J �_ / 20 GAGE GALVANIZED 31M STORM PANEL REMOVED. S *. * . - 20 GAGE GALVAN11D STEEL STORM PANEL o� ol, I 1AMoes HAVAN,. *.' 44li7 **. I OF SECTION& * * __ . - - - p� ft Z -*E I I * (�:� I /as/=" E.D. - EDGE DISTANCE !*- - GIABAL PROTECTION . 0/36/3m -M. TAIVE SCALE 3/0-1- _� CLOW PROTECTION PRMCTS, = in ( S -, S" 4TE 0 - 0011'r r== ll -. - 9� . GLOBAL PROTECTION PRWUCM U.C. 01=00 X6 SECTION X__X 21 04_s�;t_ SEE SCHEDULE ON TOP III BOTTOM WOUNTINGS CAN BE .� PR=CTS. LLC. :41"... * - / 110 i 1% TEM- - - - bm- SHEET 9) COMBINED IN ANY WAY TO SUIT ANY %1%. 11LIEC0,11111c -M S.W. 61 ~ ;Z CEILING Kil ... A". A. 5301. 20-ils INISTALLATION. .0". ! DRIT311'.. TUIT TEFMO III DOOWZMW IMAL III. 3". 20-176 BOTTOM TRACKS ADJACENT TO STUCCO/WOOD BANIDS .. 1, 7 F� TLIAT 1� 0 � �� IMAN. n_ U31. .. W%;,J= - � . SAINT - , FAM-AAAAALANARL-WARATAX.-A, 'Tow, (W)iiiii-l"a. FAm,' M.)OF&F-p" 'k� ___ TVNOW_ 20-176 - lb"WL-M - _, ' � -" S. 51 S"W - - SO% ....... ff - -, _�_ ,- 6-- - ;'*' ,Z.-=��. AP 0")IW-I-k &W. (-!H)NO-ow 01LIp ___. - E C 0 inc. DETAIL FOR SPACERS REQUIRM AT TOP Oft , Rio', / 11LIECO. AMC ILAL 61 S"W I I : - Do.,,., �w M4)0*-?"& FAX. 0")@B"M 0 . �-u - am __`AA0. A� I , . .�'go.-� ' < I - scAL, ".1"'. �IiCi �_� - - 'I� '7 - PAR " M1 1 - im. 1111mies NP ,Q'N 1.1..**:*� - - AT, - DR." AVAL r MA�aA,,,UM,.N, — ai_=W,� 1000.0 - M-O.M., Global Wom A. 7111.10 0, P11 I i - "I M I i . '411;4 111101MRpt 2a, 1W P1 - — PK -;.-;-, —.. ", - , NALTUR A. 17"... 01 ; 1 _ P" A "..v ez-��: - - Well 4 vM, I 07 I I F09 A I _. ZT, 011114, TU"TF '10", IILU . 1 . __1 . FUXlX:M LOT, 4 . ; - I - I I - I UL � - I - I . I . 1 : X= A OF 29 , I I I a - SHEET NO. SH 1.0, 15 , ir � 1. 3 A, 1/4 11 M. 2' 17. r7l, WALL AND FLOOR MOUNTING INSTALLATION FOR SPUT PANELS MALION $"ft PAN& m* 41 A, AMT. r mcm --ca"OeIrm"NoW / m"I" 4 X� aptaft"t 'MI/2' - ?u;V Ou'UN I ED ALDVA -11 If F DETAIL I ---= 'MmV.1r.- =_ or -w '^J. '14' M. or MA W.. -1" -.1, SmT10K I WALE 3/8.1- MOTL MULOrSMTSE trjl��%W/00 V&PAWELS ON TOP OR OOTMU OF OPENING (ONE PANEL OPENING W/ IUK TOP it BOTTOM) 2 Ah- MAIL ,.M-u �j Cw TIP A low Mm tow 0 . 11191 DETAIL 2 bdULLM SCHEDULIE MGK. MULUON REQUIRED NA, SPAN (n) TUK MULLION > > 2' 1 1' 1 s'-io, to lf-a, 2'. r 1111" I _3r`� J i 1 2 "'m VAN. am SECTHM Y-Y SEW STORM PANEL ELEVATM SCALE SCALE 11117-1- FLORIDA BUILDING CODE INSTALLATION INTO DETAILS FOR REGULAR EXISTING WOOD STRUCTURES PANELS12 & L'11 A k 2 L'stuvAtmumAto to car A, m Jm, am SAIMAA WE 00006 An- VVINNIA4 tAMS NWALLATM WALL MOLWINIS - ALTMMMM 3W SCALE- Ile - I- A, rw-' _L'_ WALD-MY 111111011.01TI? HiSTALIAZIN - ALTEM TWE 1w J SCALL- I/e I* Emma k Fum MOLINTIM F1= MOUNT= OWALLAM - ALTIMNAME INSTAUATHM - ALTENAME SW (SECTION AT TOP 15 LAUTED TO +55.5-67.0 MAX. WAF- I/e - I- A.S.D. DIESION PRESSURE RATING) SCAUE:- Ile I* SMILE- Ile I- -w- VAN rLfm WOUNEW INWALLATM - SE=N AAW SCALE- Ile- I* 1. INSTALLATIONS ARE ONL VAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS PANEL'S UP TO V-11' �CEAI UP TO +55 .5. -72.OY p,s,f, AND LENGTH 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Is FLORIDA BUILDING CODE (High Velocity Hu carmt Jan PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL No. 4167 .2m YXIM AN: 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN ur. MOTE EDR COMBMTION OF SECTIONS: s GLOW MTE sT OF W_ CmN PROW= Lm Z: I Eco.... 7a:=- TOP & BOTTOM MOUNTINGS CAN BE R1 -M S.". 5 20-176 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION - "Mot F09 w n I CONCRETE ANCHDAS 00NOWE ANCHONS FOR CONCRETE ANCHORS, SIX SCHEDIAE ON $WWI 14: OWE sc�m" ON (SEE SCHEDULE %11 ON SHEP 13 14) Dim t4) -3r- ro' woo" "c"m SEE & 1 15 "m \ 11 1/4, 2/4. W4. 3/4 ce 4/4 1. 2 & IW/15 _j POLAND, CONCRE'T . w _'Va' A WIN, I , I I I I I I I I I CONCRETE raft SCHEDULE 04- M�m JIM DIM 14 Me, stiAmANCIN To 'a to CLASS STUD 411 12 5/r � (CAME, or DIET (3) xx %N1 L*A 2/4. ZL/4. VA 4/1 L*11- & �W/115 EW1. Z & Iw/115 A LM04AM LOCATION j ON LFE SIFETY PANEL AREA W/HO LIFE SWETT PANELS (SEE NOTE ISELOW) LOCATION OF LIFE IA, RED" PANEL" W/ OR SAFETY PAAFL ___j W/O REG" TRACKS (SEE NO CONCIRITTE ANDANS AS (SET SCHEDUE ON LAST PANEL &.7.0 SE INSTALLED LOT SAFE" PANEL OPENM SMALL SWEET 1.) 10"RED ODNCREM_ OPTION &I F RM ALWAAnWK ATEft=X0.*/ M*.= To F TION , TO WE INSTALLED OR III)AINED rROM VOICE PEANELIff AS (JEAM STO OF STRUCTLINIE WALL _ILDJ1' ELEVATION WALL MOUNTING IkSTALLATION D EUD MOUNTING INSTAILLATIG SCALE 313r-l' SECTION I SCALE: 3/8' - I^ - SIECT101C 2 SCALE: 3/8* - GAP (Ap 21� I- - -Ii- b9M ON LIFE SAFETT STOM PAHL_1:2� / _\144" 1 LWE SAM STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) PAMOs OR AS AN INTERIOR PANEL (ANY PANEL LOCATIDIN 01 BETWEEN 040 PANELS). LIFE SAFETY PoNEIS MAY OR MAY NOT BE MWALLED ADJACENT TO REGU�AR PANELS (IN/ OR W/O REG" TRACKS-) SEE Hall 1) 2 UFE SAM : ' GALVANIZED STEEL STORM PANEL AS SECTION B-8 =W3PANIEL CONSISTS OF 0.039 PER SHEET 2 Of ORNWING. SCALE 3/32* 1' THIS ITSELF TO K REMIMID OR INSTALLED FROM THE NSIDE OF STRVCTURE_ '" To BE COMPONENT (1) Ar BOTTOM TRACK to ZEMOT 1a0p2T10F THIS . COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOUZWNG SECTIONS I L BE C 2 ON, W., AS WELL AS DETAILS I & 2 ON S64UI I., ENSp FLORIDA BUILDING CODE (Wgh Velocity Hurrtcone Zone) 4. M:n. LENWH I' - Alm ANCHOR VANC. AT BOTTOM a �. "m VL=G. OC FP SCHEDULES �k 2. SHEET 14. 20 BASE GALVANVED STEEL STORM PANEL COMPONENT MAY K PERMANENT OR REMOMANUE S glE 5 SEE DETAILS MR INSTALLATION two wow numi outcocs ON SHEET 15� IILIECO.mic_'� '8& PRODUM MC. TRLIT CAME. n. &XII. IT SEE SHEET 4 FUR DIETAIL APPLICA&Z TO THE NECESSITY MR THE INSIA"11,41% OF so NAL W.- NIL'ANINA...."N ,. W'. W.W. (M)M-734L FAW (IM)M�7 SPACERS AT TRACKS INSTALLED AOAACIM AND BEYOND TO STLICCO/W0OD BWDS. 0.0 _.H.. n. a"--- -m ram 1 1.. 111 it I T1 I (MICRON (Krum (Wrown 111 PANEL) It (00 PANEL) At Do PANELS) 6T- MAXIMUM A.S.D. DESIGN PRESSURE RATING (g.s.f.) AND CORRESPONDING nalto aw, itan PANITs-ii .6,11 As Pro, el� I � I. A . A, -1 MAMMUM X&D. V_ -hot ornow Z.- INOW .55.3. -TLC "s, On Los 21/4- UNUXItD I THM a a 7 .53-S. -72.4 -V To Jr_r v- LMM?W I THIM, a k 7 .55.0. -72M lfr-r TO 2 1/2- WMNA, 6 -3-8. -8.0 12-� OR LESS 31/2- INP lk 0 A, 10 - WMIM W/ 1/41010,1'31S, " A WNW 0 MOW * VOMAM OF PANIL COLD ONLY FOR PA"Et S106 Dal INSIALLATIONS AS PER gWY06 I THRU 7. ON SHEITS 4 & Si MAXIMUM &S.D. DESCH PRESSURE 'T" 1w) KONORM AACHM U-00 FOR ED - I I/r APPUCA&Z 70 1 A, i PANEL ANN comeneeN i 00 OF THEW GRP Cftx. PAMIm TV CONCIVIT WILMOC. to CONCRETE TO Commit Raw To oommw To colcom TV CDNCRM TO CONCINOT ILO TV comamm TO a' NIA N/A "/A fr' */A r WA I (TOO) r r N/A N/A r e r r (911ITTOM) • N/A "/A A/A 1. N/A A/A Or N/A 2 MAT • NIA MIA X/A I,/- N/A 51 N/A 2 (eartm) -72JO r NIA W. k/A N/A "/A MIA r-Y CA UVIS I,^ N/A 6. a, a Mariam) "/A WA N/A N/A r H/A a' k/A 5' N/A M/A r 4" 4 a A/A '/2- 0 1/.* 12 I/r 0 5 C-/NTMM) in Sam to . It FOR ANCINCRI, WK a VACHIC MR .40ALAMONS WIND wwo MAE MOAkO ANCHOR SPACIMIS AND NOUN EM DSUNCE AM INDICATED ON THIS SCHEDULE FOR EA). LOS ImAN INDICATED ON smmu mma ANCHOR www I" NULWLYHD S"ACam Smog" ON 101MAX NY THE FOLLOWC rACIVAS FOR INS OPERATION TO WE POOML I== PACIND VWIAWCD two FACM %,ALL WIN K LAU THAN � SPACING INIMAIVID roe EACH ANCHOR rANE AT ANCAMS LLODU 4� Tom 1/4'. 0/4% 11111. aut-im ta, WHOM (",j, 3 1 a 1/2 3 A-" 3 3 3 "ZI i0a, J'/Z . "'2 ammemsmammom elm _311 CLIP I AD 3 'fr L LONQ WAU W/ oz mR PANEL LENDING UP To a, AM 6 Ife D.C. Inn LICARNS up 10 or-Ir Mo. On J-10 Pft4num FEWALE to OR PAMINAlt " 0 c. WITH I lIr mi� notEADED To I'MADUR me Au. UDwfm f -r AIN' Hi _�mm\ I I SEE SCHIMILLE ON SWEET a FDA - TIMM 70 GLASS to; Cott k 1/4 �O. . AM LOW ORM 41LOOING W/ S.& 04 0 6 1/4" OC MR PAREL LIVIVINS I* TO 5'-r AND 9 Jft' cC FOR LEND" UP TO C-11' r;4- ft4a olt 114 IV PmgwmTl MVLE a OR ommm PANNININK RUS 111 12 1/2' 0. t WITH I �40DN IHMM PENETRATION AT OF ENATTIMI WOOD RAW RW Au. UINGINIS UP TO lr-e W. [HRM INUMLAM mim"V5 Toi Eal INSTALLATION DETAILS FOR REGULAR PANELSCI) IN10 EXIMING WOOD STRUCTURES I=M_ to I a-t Now -m Rt&A= Kate How FAviw NORM ALTERNATNE 1W ALTERNAME 2W SCALE 3/1w. WALE 3/9-1- INE SCHEDLILE ON SHOT? It ' ! a to J__ A" EO I ED ON VON 0,U01, acumm 4 ALTERNATIW JW ALTERNATIVE 4W 0 mwWV1N w PLATE SCALE 3/9.1* SCALE 3/5-1* CON Anp --I- A-- A- NOTE : SHUrrER TRICKS NOT SHOWN MR CLARITY I OTES: 1. INSTALLATIGNIS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN LOADS UP TO +55.5. -72 0 PSF AND PANEL'S LENGTH UP TO W-B" 2. FOR NEW WOW FRAME CONIMUCTWX WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL I TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY STUCIS 0 EVENT wI CNiNUNP /21 0. C.) 5/8' �� MASE Q r MA. (CASE 8) I I q I 1011 tj I I I I h 1 1 ! I,-- �-) SEE SEE INTERIOR PANEL \- END PANEL =141am" #I scwmu #I 3" FOR ". - MR N- OR OKC, MOUNT ANCHOR AND" SPACING SPACING. DETAIL I NG INSTALLATION (APPUCABLE TO SCHEDULE 1) WA.L. 311C - I" MAXIMUM A.S.D. DESIGN PRESSURE RATING AND =RESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 4) FOR IMMILLATIONS INTO CONCRETE A CONCRETE BLOCK SIRM-URES MOUNT CONOTTENs me & BOTTOM w " -, 3 122* - mum" "A Dam PINSMAW WIND f-t.) or TO-W CAN- PAmmumm: nm" to APftJQI" TO SECTO" f k commm"m OF THEM MAVAILM PANEL LENGTH 'v W 70 to I'll, TO 10 Comckm R` mommw 10 TO 10,111, Cojem am &.= ao"Cam It= KOCK N/A N/A N/A N/A S' N/A C N/A I & 2 (TOP) +55.0. -72.0 9 7. 2. 1. a' 9. 2" a" v.- I (BOTTOM) 5'-Q' OR Less N/A N/A N/A r N/A r MIA N/A_ (Top) .55,0 -72.0 9. V, 9* 7 1/2' 9, 9. 1 (BOTTOM) -01 TO 1_'. 6. M/A --t a N/A - To 4'-4r 9. F r v 6, 1 w I (BOTTOM) - mAmmum &&a DES" PROMM t'R , tm 0 vr WIN raw m- w Mae am 0 mm a r raw w or Mao APPLICABLE TO SECTIONS It & Wr CONIB"-TtO� OF THEMI MAXWUM PANEL LENGTH V (ft) TAPDON clam E mzmm -49.2 -61.5 3' 31 4 1/2- 2 taOTTOM) 7-6' OR LESS -52.8 -".a Y 1. 4' A. 2 (BOTTOM) 7*-V OR LESS +55.0 -72-0 2 1/2' 2 1/2- 4' 3 1/2. 2 (BOTTOM) 7--13- OR LESS 2 1/2- i 2 1/2. N/A N/A -2 (son 6- TO B.-O-1 N/A N/A 1. r 2 ( - =T...- BUILDING CODE (Niah Velocity Hurricane ALTERNATE LOCATION AT END PANEL SEE sat \-INTERKDR PANEL \-END PANEL 7, SCAEKLE SCEMU - #2 FOR 02 FOR RAN ANCHOR M" ANCHOR SPACING SPACING I' _3' W DETAIL 2 F INSTALLATION (APPUCABLE TO SCHEDULE 2) SCAI 311W . I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L0 scHFnuLr LAPPLACAILE ONLY TO SUMM J_" NQ= FOR LIFE SAPOY STOM FVWE- Ni� . No. 44167 W-W 2 3X SICE SITTY IS FOR AOC"Oft IMIL & SkCft MR INSTALLATIONS INTO NVID 111014 BUILDING, � ANCHOR VACINCS AM WOMAN EDDE DISTMOCE ARE IMINAIVID ON INS SMADME. MP ED, LOS THAN MICATIC ON SCHODIAL REDUCE ANCHIN VACM at �TPLYM 9400 DID" ON SCHCOWLE III THE rQUAWING FACTORS. FOR THIS OPERUM 10 K POSSIBLE WMICED SPACING OBTAINED USING FACTIOR OWL MW WE UESS TKAW MINIAN 9%04 01011CATI11 "M EACH ANCHOR TM Ar ANCHORS LNEMID, ---*/,V. I Ijeo!_ Ile. mm jor vt� p"awsw W,W a,- w Now WNW w 1�3 3 3 2'/2 #T"- 3 Ell 3 3 , I 3 1 - AMK a& "IN WOW mcm t f 7 L 3 'w -7 AD __ I Vo C_ > C) 0 CL CU 0 -a C) Cn q =3 cu 0 -cu 0 C) 5_ q 0 = C .0 LL CU 0 m CU > (D E L_ 2 (a_ C- W CU 0 ul.- F- -0 C- Zn_ < xC ..Cc cc L z z w mi AMIELNIATIE PLUS 414-10 PANELMOTE PLUS 6 1/4- D.C. W/ 1 7/0' "TIW1.' THREADED MWIN1111IM TO TASTING w HEADER T.C.5ED EXISTINKI, WOOD I WOOD HCADEER REOVIRI k 4m rAw ING 0 000" ww 0, HENDER WOOD "LAM REQUIRED i j G sclem" om SICE goEM" m rw Toe M" SOVA� to OLM q-10-10", is M- PANEL LENGTH (SEE MORE 1) N" Max PANEL LEMSTH (SEE Now 1) 3/3r WIND WA It T_ SON OF 'L WAX 411101, am 9 L Zw.4' WOOD PLA�R REQUIRED WIDTH Of PLATE ALTMATM BW SCALE 3/11-7- OF L JIA10 PARIELMIT PLUS O.C, W/ I ?/a - THREADED PENETRATION TO 011SIM WOOD HEADER ONE I If.* oc sa SCHEDULE ON ON' SEP AIM"ON to I MAX _LUL 'it At/ 7,0. 3/1r j Elm. 12 'jr,QC I I 49*44k t I/.'. UkG SCREN /2 2-14- W= P�ATE i REQUIRED REQUIRED PENETRATION AT Nowom Of PLAIT 1/4-0 LAG SCRICAS 0 AT MIDWIWH OF PLAN A MKCT MOUNT INStALLATION MWCT MOUNT IWALLAnO SCALE 3/8-1- SCALE 3/8-l' 9=1 1. INSTAI.LATMS FOR ALTERNATNES GIN, 9W & IOW ONLY VAUD FOR BUILDINGS WITH &S.D. DEN" LOADS UP TO +43.8. -48.0 po.L AND PANEL'S LENGTH UP TO 12 . -4* L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PiNE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR E L_ NOTE FOR COMBINADDIN OF SIECIIIONS TOP & BOTTOM MOUNT04CS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4. LAO =ft*5 0 r O.C. W1 INSTALLATION DELAILS rOR OPTION # I FOR UFE SAFETY STORM PANEL SYSTEM two wmwlom INTO EXISTING WOOD STRUCTURES M'Iii:IIIiiiiiiI A CD 2'! to. 777�;� c- to ED CU > ALTERNATIVE I ALTERNATIVE 2 1, i/r Alm. 0_ Onill (M.1 W, DIT. '/14) 1 ! me 0_ sm SCHEID a. Input. SEPAIM"'I" To outas Io' E., ED nEoLqu 7 ICU a - co ALTERNATIVE 3 ALTERNATIVE Kwjw Us sm'" a r Vc. w/ 1 '/2. cf) f�:. I "'t M-L & " af Cp CIO 1.14-t-20 RVIEVATE IIENALE 0 ON ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LQMION "WENARt Ir sckL. 3x OWA= AM Ne" 114' &'"at w000" m Pull: "m S'Amm m�om ACT slam FOR CLAINT, WALL MOUNTI L AUERNATIVE I W N ie� �4f LLI f4o. FLORIDA WILDING CODE (High Velocity Hurricane Zone) =n wTm. INC. 20 GAGE GAILVANIZED I.P. < STEEL STM PANEL or� a,. z I OWALLAMW ARE ONLY WLV MR INALZOM WITH A.&D DE"HIN La"' Up To CLOM MTECTM PRODUM, 11C. 47/� . 72 WIN AND PANOLS LENGTH UP TO ir-Ir. SQUINVIN +55E - o 2 "M NEW WOOD FR" CONSTRUCTION, WOOD NEWSOM TV WE PIK N.. Z W/ SPECIFIC MNS" Of OM OR VXML. 5";; '5 a z )m-m& '� 20-176 '4441 HMVA PAR- rco" N. AHWZ too QXAE FL < SuE/WWHAnW"VAjt c.-am" 'I, - -1. . A, .=A U.Lff 67 - WHOM% IT a. SHEET NO. S H 1 . 1 ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 & -- , , - - . ----7 3- MAX $07 wly. SIA/Is, 1` 311/19. 3' MAX, I. ANN ftWN/l�. 4 SWIM bea/20 0 0 0 0 I I ITI 17, (a)-.0 T 7--- 7'- MAX. PANEL LENCITH T (SEE SCHEDULE) Ir t sftw Ilarrom SA/IV. wvn %j a. ""ffu" k A" IN& 4/111. 0/10. 3- I' ANN. 'OR [*"W/I& 714011/10 &W/W gmL MwIll A, WW/" I WIN. ANCHORS, (SEE SECTIONS ON SHEETS 17, 10, 79 20)-- OPTION J2 FOR UEE SAFETY STORM PANELa ELEVATION SCALE 3/10--1- 1/1 WIX w M, lu LIVE SAFETY lXMwff SECTION A -A SCALE 3/19,-" MAXIMUM XS.D. Wax. PANEL LENGTH MINIMUM SEPARATION I PANEL DESIGN PRESSURE L (ft.) TO GLASS 1 CONDITION RATING (p.s.f.) (SEE SECTIONS) +55.0, -72.0 a' -a" 1 2 3/4- UNBOLTED INSTALLATION DETAILS FOR OPTION #2 INTO EXISTING FOR UFE SAFETY WOOD STRUCTURES STORM PANEL SYSTEM C4, I'VOON 11 If _ ED 114 -0 TAPOW If r 0 C. TwwA= HEADER HEADER rOC HEADER WOOD 1/2' 1 hk_ 2' 2 ; - saiwasax, I i [MIND w MANY, IBM scNvAAA ft swul, _3 IRRAMIMM 1" NO,, cuss MAM PANEL LINGIN (SEE Mm I NOW) PANEL LENGTH EXIST. (SEE Narr I BELOW) GLASS 7/6-0. 3/32-1 WING NVT .0 7 CID CONT, WIND Mtn "No WARIER 4, 12 LIT 04 (BEYOND) ADIED GO THIREADED THREDADED ;:k AT mowlmH OF MATE OF PLATE ".4MOO PLATE ax Do PLAT WALL MULLATION WALL W2 NQ USTALLAIM ft &FOLMAR 12 a IN, MUSMEMIEL ON SCALE 3/6--l- SCALE 3/0-- 1- . ........... INSITALIATONS ARE ONLY VALID FOR OL409M WITH A.S.O_ DESIGN LOWS TO .3&& -72.0 PSF AM PAWL'S LENGTH LIP 10 B--r 4 2 FOR NEW WOOD FRANC CONSIRUCrICI* WOW U068M 10 BE SOUTHERN MR NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EGUAI. % 2. EF a 6 Im EXISTING L 'n CLAN V NO. CLASS AMOMMIN PANEL U341H ON War, 16) (SEE Mun, KID" PANEL LENGTH TO LAN, �=_ (SEE KIM I BELOW) _"K Sol"" ON, w 16) S B WIND MIT /1 1/2' =M :ZATE' G Y4'&& M.S W/ NANDI I _-7/8 ROD KV 7 2/32 WA, 2 11r *,C W"WER, (wrow) 1/4* TAIRCON 0 Ir O.C. 1 1 2* ON. THIMEADED Or PLATE 111001) RATE 164' WOOD PLAT WALL kfi0LIkM% DWAItATION SCALE 3/8'-1* PANrL SCALE 3/8-.1- FLORIDA COMPONENTS FOR SERIES 20 1000 E-Z HANG STORM PANELS (SCALE 1/2-1 I$. I W (TOTAL WAGIN) 12.5w- (uncm WIDTH) 2.2W* --1 1 � 2= To j It Z244' 0.036" NO. THICK H 3SOo' 2,5w, GALVAMM ITTED. EDGE ASIA! ATTBS3 GRADE so MINIMUM DETAIL C-60 GALV h-2 470' (D STORM PANIE f --2.47Cr gEngsrr) *he TRAcK REVERSED -U- TRACK PAW1.1 Do UP W/ -EARNED CODE > .125* _12f b250- 3.750* 2 END UP W/ HEMMED EDGE 750- (N.T.S) ISOMETRIC MW DETAIL A 000 2.000 ROUNDED CORNER 0 ENDS OF PANELS 4 S) v OWER 2-W(Max.) ALUM. ANGLE il r- 125' 6061-TO AlLon. ALLOY 750 1w. 441167 FLORIDA BUft.DING CODE (Wgh Vol"" Hur cons Zo")l USED wMae. Net TE OF CASE GALVANM STEEL SIM PANEL OR" a'. Oi 3"x3"(kAgxj ALUM, ANGLE STOP Ba 11LIECO.. ""L PRO"EcTs".51 psn"wDucl'l- LLC- - 104 "MM, TW DAWL FL Us'. IT" LONG NU 20-176 GM-TS Alum. ALLOY INSTALLATION DETAILS FOR I N #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POU ED CONCRErE OR CONCRETE BLOCK STRUCTURES V0, TAPOON AMCWORS TAPOON A14CMM li*' UPCON ANCHORS IT4 TAPOON 00040M 9, D.C. D.C. Ill" O.C. oc POURED DOWN" POURED CONCREM OR CONCRETE OR CONCRETE POLM Cow" POURED CONCRETE OR OR COW BLOCK REQUIRED BLOCK RECUMVED CONCRETE CRETE .1 1 BLOCK REOUNICD BLOCK REQUIRED -c 1/4' 7 1/4- E.D.0 E.06 E.D.0 t7 Own 18) wav'o GLASS L 4' r - - 4�1.r,; -Xl. __3 TO LOA E-0. E_ D* L. E 4 X E pl/ ONG NVIF WASHER !/j:=/3214'S_S V.S W/ 11A'l 3212S 0 12 I1r C.0 3/32 ji * WIND RUT /32 (BEYOND) WASHER 0 12 I1r D.C. WZIIR ;=, TAPODk ANCHM WA� IAPOON VCHORS ___444' I/r Oc lIr O.0 4 1/2' D.C. W4' TAPCON ANCHIM (STAGGERED B/ STUD) a 4� Cr OC (STAGGERED W/ STUO) _POURED CONCRETE -"ED CONCRETE POURED CONCRETE 04 CONCRETE BLOCK eDURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK REOUIRED REOUIRED REQUIRED 1110OLARED WAU MQUND *WALUTION WALL MUNnNiG INSU"TM WAU mwKnNQ 9 WALL hWWNQ 00TALLAM 0 SECT" 38 SECTM " EM _ffW"M 0 REMA"RAM 0 M SAFM PANEL & KWAM-rm" Ill A0EMPANEL SCALE 3/a.." SCALE 3/0-- 1 - SCALE 3/r-1, SCALE 3/0'.1' SIX Well, 1 20 FOR ANDMONS TYK 9 Ak ANONOR INK - I - /4*...... WOW BRACING FOR OW41ATM MO IOOD "Re" ..= "I'm AND Mo." am DGYANCE ARE WINDOW ON "a *Wee- 0.) 3 SCHMAL, Mo EA In& TWA INDICATED 0, SOBBLILE FROM mcnan w%cm IV OUVWLY"d OWING so" ON SONEDIAl N&Ne,I MR u M own* FROM BY THE FOLLOWING MM. FOR TIRL OPUMNIN TO IS POMLL REDUCED .77 WAOSIG OWPPAED am FACTOR SMALL Not It %=01M FDA 'AQ _j FLORIDA INSTAUATION DETAILS EOR OPTION #2 FOR UFE SAFM STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I -1/4'PTAPOONGIVO.C. _1/4*- TAPCON 9 C D.C. TIMEADED AT =2 �n THREADED wOOD wOOD HEADER if! HEADER 1". 12* f.�7 �,14 I/ .1 rl/4- =MHEAGER 2' WOW REAM 2 14". RECAPPED lzs� (3 'L* N_ PANEL LENGTH Isa NOTE I BELOW) 2-.4- WOOD RATE 313r "N' On REOUNNED wASKR 0 5 114- ox. 014-10 PANEUMATE 0 6 1/4- MC. I=s w MIN. THREADED Tf;w AT MIDWWM Or PLATE SCALE 3/8-.1- Ima", , INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH ALSO, DESIGN LOADS UP TO +55.56 -72.0 PSF AND PAMELS LENGTH UP TO 6' _5" I FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN MAE NO 2, W/ SPWFIC DENSITY OF OSS OR ECRAL I ji i4 "NOTION To OUNIS (KE 90,91KILE EXISTING ON werr 'a) GLASS PANEL LENGTH (SEE NOTE I BELOW) &S. ALS.w/. NUT A 7 Co. 2*14' WIDOO 3 ONG NUT w4sNER to (BEYOND) BEGUN= #14-10 PANELWIT P44 0 6 1/4' D.C. a Wk. TMREADEI) A"/%. AT MIDMOTH OF PLATE WALL MOU 0 UFE SAFM PMFL SCALE 3/8p-iw FLORIDA BUILDING CODE (Minh I X/24 (SEE � 2 BrUM) esur S�s V/24 4'/2 4 W/ Be W/o ou NOTE a KID" 3' 2'/24 B- V/24 III an MOVE 3 qwn FDA DONORER AAGNQft SEE L.C. r CONCRE wm or 9011111,11.0 warv,_ M. smw as (su SCHIMUL, ON U) MA. r W! END OF 1 17- 1411i "TV" PAWL) am NOTE 2. 3. A or A SM A= 2. 3. 4 INDIAN '77,74, '45; "T -4 t We AP 7 40 X -L' j �NT I== 1 [lup Jill I I I I Jill SEE NOTE IMUDW FOR COOCKR AMCHOW sm HAVE LOCATION VONMILF ON MHOT 0; FDA WOOD SIAIRV-': I/r I PANMS) SIT sernbell a" sHw a Ma W � t;g.MWjCLj TO HE INSTALLED AT EACH Z.r 0 ON a) TV/ ON W/OT - 0 TO BE AT 004 9 ALWAYS SEE P=T& t:ge�INSTALLED SN2 IS TYPICAL EUNATION FOR 1000 REAR HANDLE TO FACII. =M TGNAAA JOE TYPICAL ELEVATION FOR S " A To BE = LED IF Off"DED TO BE 0WALL0 FROM E-2 HAW STORIA P_UELT%N E-Z HANG STORM INSIDE or STRUCIUME. PrIl" OF STRUCTURE- e6N&L2%LsyLsT2EM SOME 313r . I- wu vw DWI, 2/4' Ma. CAP I I 77"1�77 77 7 7 77 N_7 7_7 \ 7 7 7 7-Ts Ti` A;b SECT" B_ Nola 7 am& vw - 1, (1)� DEFOATION OF SERIES 100ni E - Z HANG STCAM PANEL SYSTEM CONSISTING OF PANEL + MONS TRACKS AT TOP 6 PANDILMAIE PLUS OR IS* LOW (IrAi BOTTOM III PANELMATM 0)� E - I WAIG SYORM PANEL SYSTEM CONSISTING OF PANEL - C-L TRACKS TOP & BOTTOM. (2). END PANELS SKALA- ALWAYS BE CONNEC WALL By MEANS OF 19 (2) SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PAMCUAATE OR. S L At BOTTOM. END PANELS (r4v. PROVIDED AT TOP OF SUCH PAWLS, SMALL BE Sc94E&If%0 I Eol.*lr- WIND NUT DR 1/4'0-20.3 (JQ.2;, AS (3) IF DID PANELS ARE 00"CIP 10 BOTTOM TRACK, CONNECTION SMALL CONSIST OF OCwAw ON koTE (3) r M_S. IN TOIANIISCREW TW=1"2 YANG. NUT OR 114*ftlye M. 9�*Y BOTTOM OF FASTENERS AT EITHER OF TWO (3) FOR CASES WHEN END PANELS ARE MAY END PANELS ARE . a��Ops_Top W W. EXTEINOR FLAT FLANGES OF END PANEL Mo PROVIDED AT TOP OF (4), IN CASE 74*1 END PANELS ARE NOT CONNECTE To BOTTOM TRACK (i.. A STW BAR Is ONLY 0 (4). FOR WALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USEDt4jXT 10 ATa AT LEAST TOO PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNIEO 0 EXISTING OF PANDUMA, MllL = "" M=.PTO WALL USING SPECS ON NOTE (3) ABOVE IN SUC14 CASE. CONNECTION 01` PANELS MAY BE USED JOWLY M X7AT ON To BOTITOM TRACK MAY OCCUR AT ANY PANEL LOCATION TWO PANELMATES V NO SHOWN ON ECTION AND (5) SEE SECTION 1% 3' & A- ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, EDGE NOT NEED TDOWBNEIR ZTZMAJ INDY -AWY PA"". IRACXFM%:� MTAEUED IIIIIIIIIIIN,yo, coo ITTO MEANS Iva SUCH THAT ADJACENT PANELS (8 1 LEFT & RIGHT SIDE OF PANEL) HAVE I,:. 1141i, !it THEIR RETAINED By FLORIDA BUILDING CODE (Mgh Veloatily HIM cons zone)l No. 4 167 *3920 "13,000, INC- 20 UCE GALVAMMsTEcL STORM PANEL rp owm W. S OF am: 11LIEC0.189, OL09AL PMCTION PROMM LLC. BY/0"'W"" ONOIL FIT 33314 Mto. "CAL 054)M-7$0. m, M4)0*-EM 20-176 OWNING ft: _`V%ANIi4JMA`#-`L sL ow 33 or to I Ph, A V I KI i Is] Z 0 01:1 r I I A -mitimela INTO EXISTING POURED !L4', TAPCON ANCHORS il, r, " - 0 CONCRETE OR CONCRETE BLOCK STRUCTURES lIV. INICOW ANCHORS 1, q ILC 0 D.C. OURED pCw COMCME"Olk mum It OR CON BLOCK ACQUIRED 'Mouwm Fc_ !�14 I , I 4 75 WAIT 10 EDA __I;:710'0 PANELMATE -%US W/ 0 WIND NOT WASHER ;.?/32' be 1 0 C. POURED CONCRETE on CONCRETE BLOCK Mum" WALI mougnm !JALIATM S� 5A 0 REQUILM PANIEL SCALE 3/6--l- SIX NEXT to & to MR ANCHORS TYPE 4 mom vm 1/4*. - V;upw i/A-W -ilia"llit" SPAM IN wwxt~ INTO no io. Now rusum 00 3 Few VIAOM 3 1 ICMEDUUE FDA LO LAIRS TIVIN 64WAIM ON 30MILE REDUCE ANCHOR VAOM BY MULTIPLY" VWJ4 *MN ON scwwm IN THE FCUDNM ItA�CMft im OPOIATIOW TO K POU� ININJOID VACOO MUMM MA FACION SHALL NOT K LESS THAN MOWN SPACM INDIOMID FOR V4H ANCHOR TYPE ON INS SCHIDW r to ILM E.D 0 a' 7, r ,CD Or -Itre PAMELMATE PLUS W/ =313r WIND ARIT WASHER _POURED CONCRETE on CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATION a U EL SCALE 3/r-l" 01 C2 e = c ti. g c CL. c cc 4 Coo 10 In cj c It .p. Imm I E-Z H"Im STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8� 1) MINIMUM EMBEDMENT OF TAPCON MCHORS NO PANELMATE FEMALE 10 & PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (M MIT") OF THE FLORIDA BUILDING. CODE BLOCK SMALL BE 1 1/4' DESIGN WOO LOADS SMALL BE DEWMANED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT OF 1/4'9 X 7/a* CALX-#I AWMM SMALL BE 15 7/0* INTO Co NCRETIE. FOR A WIND SPEED AS RMARED fly THE jL4asDX;nON WHERE THESE WILL BE IN TW�r NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED. WTEM60 FOR A DRECTICK410 FACTOR Kd.0.85. USING ASCE 7-16 AND SMALL THE MUSi D 1/4' 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL DOST) To DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-til SMALL BE PAW REDUCED TO A.SLO. DES" WIND LOADS BY MULTIPLYING TOM BY 0-5 IN ORDER To &3) IN CASE THAT PRECAST $TONI- 001 PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL To COMPARE THESE W1 MAX. CkSZ) OICSIGN PRESSURIT RATINGS INDICATED ON SHEETS 25 At 25L ANCHORS SMALL BE LOW DO" TO BEACH THE MAIN STRUCTURE KHaMD SUCH PANELS ANCHORWA SMALL WE AS MENTIONED IN BA) AND 94 9,2). IN ORDER TO VERIFY THAT COMPONENTS AND 44CHM ON IRS P.F D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE W 410WAKE STRESIS MR WIND LOAN WAS an USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS REIN DETERMINED IN ACCORDANCE WITH N.O.S� 2015_ (C) ANCHORS WALL 13E PISLALUED FOLLOWNID ALL OF THE RECOMMENINATIONS AMD SPECIFICATIONS OF THE M0400-5 MANUFACTURER. STORM PANELS ADEOLAACY FOR IMPACT AND FATVA RESISTANCE 144S KEN VERIFIED W ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FE14MMITION TESTING LABORATORY. INC, REPORT 1 2032. AS PROTOCOLS TAS-201. IT It SMALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCYURE 04ERE SHUTIIER TAS-202 AND IAS-201 is TO BE ATTAC14ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED To CONCRETE, BLOCK 2. THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR VOW FRAME BUILDINGS. INSIDE W/O THE USE OF A LADOIER OR LIFT THIS APPLICATION IS YAW WHEN INSTAUAM IS INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR r. To SENL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE, CONTACT WITH YWE WLDNG 10 PFAWMI WINO/RAIN INTRUSION CAULK AND SEAL SHVITTIM TRACKS ALI AROUND FULL 3. SERIES LOGO INSTOLLA71ON IS APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN mWALIATtOW IS REQUIRED To BE Ltwc;r" PERFORMED FROM THE 06U Or STRUCTURE IT SICNIM PANEL INSTALLATION SMALL COMPLY %WIN SPECS INDICATED IN THIS DRAWING ILUS ANY 13UILDW AND ION04G 4. SERIES 2000 INSTALLAnON 15 APPLICABLE 10 SINGLIE AND DOW HUNG; AND HOP40WAL SLOERS 51YU WINDOWS Wori REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. INSTALLATION IS REOUIRED M OF PERFORMED FROM THE INSIDE OF STRICTURE- it ATRIUM WINDOWS AND DOORS. INC. E - Z HAND STORM PAWL SYSTEM� IS POW Pen n S. ALL ALUMINUM EXTRUSIONS TO BE 6063-11 ALLOY AND TEMI". (UNLESS OTHERWISE NOTED) 15 (4) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER is DENIM Me DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i,qp. WHERE THE SITE CONDITIONS DEVIATE FROM THE P_F 0 S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY, (b) CONTRACTOR TO BE RM-Dk"LE FOR THE SELECTION, PURCHASE AND DWALLATION INCLUDING LIFE SAFEYY OF 7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL OUAUIY STEri. ASlM A-653 GRADE 50 M.., GALVANIZED STEEL THIS PRODUCT 84M ON IRS PE.D. PROVIDED HE/SHIE DOES 10 OEMIATL FROM THE CONDITIONS DETAILED ON DES0041TION W/Fy- SIL5 4.1 (AFTER ROLLED). THIS DDCUMINT CONSTRUCTION SAFETY AT SITE IS THE CONtRACTONS RESPONIOLffy. 8 ALL SCREWS TO fir STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATIED CARBON MEL AS PER DIN (4) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INV" IF NWFIED. 5001a W/ W Iet YIELD SYREMOTH AND 90 k9i TENSILE STREW" & SHAITL COMPLY W/ FLORIDA BUILDING CODE SECTION 24113.3.4 (d) SITE SPECIFIC PROJECTS SMALL K PREPARED an A FLORIDA REGIMABED ENGINEER OR W%CNfT[CT wMem WILL 0. BOLTS TO BE ASTIR A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL WITH 36 ks, MINIMUM YIELD STRENGTH, BECOME -) FOR THE PROW AND *040 WALL K RESPONSIBLE FOR THE PROPER USE OF TTHHEE 921MCM MENO=CMIEW. AS ACTIOG A DELEGATED 04GWM TO THE P.E.O. MWEER. SMALL 10. ANCHORS TO WALL SMAU BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC WARMS FOR REVIEW (e) THIS PE.O. SMALL BEAR THE DAM AND ORONAL SEAT. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 1/4-0 TAPCON ANCHORS AS MANUFACTIURED BY IT W SULDEx. imc (MAN, r..3192 v RECORD THAT PREPARED FT 1/4- 0 9 7/8- CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (NON, Vc-3000 P.i.) 014-10 PAMELVAIE FEMALE 10 & PANELMATIE PLUS ANCHORS. AS MANUFACTURED BIT ELCO CONSTRUCTION MDUCM. Ia. STORM PANEL MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION 061 STORM PANEL IN (f*333O 0.,i) ACCORDANCE WITH SECTION 1709.0.3,OF FLORIDA BUFLOW COCE. ONE LAM SMALL BE PLACED FOR EVERY OPEN". LABELING TO COMPLY WITH SECTION M9.9.2 OF THE FLORIDA SUIL1*4 CODE. A,i) MINIMUM EMBEDMENT OF TAPCON AN04ORS INTO POURED CONCRETE Sh%UL Of 1 3/4' AND 2' FOR FANELMATE FEMALE 10 & FIAMM614TE PLUS. AP) MINIMUM EMBEDMENT OF 1/4-0 X 7/8- CALK -IN ANCHORS SM4,1 BE 15 7/9- INTO CONCREM NO EMSEDANENT� INTO ANY FINISH NATIEWL. SMALL WE PERMITTED, 1/4- 0-20 SS SIDEWMX BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS , roll". F A.3) IN CAM THAT PRECAST STOW PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR .7'! FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE RHINO SUCH PANEL ANCHORAGE SMALL % K AS MENTINIED IN A.1) AND IN A.2). E No. 44167 (a) A1/4- 0 TAPCON ANCHM AS MANUFACTURED BY ITW BUILDEX, INC FLORIDA BUILDING CODE (1111911 Velocity Nu m Zw*) ;/4100 X I/e CALK-M ANCHORS. AS MANUFACTURED By DEWALT INC (r,1500 P.6A.) Tkl=. 20 UGE GALVANIZED STEEL SIM PANEL 0 4- PANELAMIT FEMALE 0 AND PANDAMIT PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION . GRAIN w PRODUCTS WIL __ I - - PAWUN Mina" MUM U.C. am 11LIECOesse 'OR, .. el sn"T - . DOE, Fl. US'. ANN l!%totZ . 0")M-r�L M 20-176 UL a war? " ap u INSTALLATION RETAILS FOR SERIES PANEL(I)INTO POURED 2000 AND 1000 E-Z CONCRETE OR CONCRETE HANG STORM BLOCK __6) 4 M Own ALI IT le, @am 4 Mona 1 0 I HBO" DITIAL I A I MOO 5 VIET- w ON E w-aw IN smw n FOR OR, su"Alm vo IRAN!, i FDA TO BLAME. 74' L 1 20" Lu llfl= PAR, O.OhAP I "Al MIT 0 'De TO INAM. wOWwv g TO GLASS. Offle, V~ I 4 3 A ft NUMAND won J�p -SWA-0 L KOS WAX I aw OF _OANAI 0. ser, a) Ir Ix'I 2 F WALL AND plarcr mwunmc ow. ------ 4A V. se) 0 FLOOR TO CMUNG a INST, BLlILQ-QULjjQUffl &" OW, SCALE 3/8-1- SEMON W SCALE 3/4-1- WALE 3/8.1- 4 Kj M Orr a w Is L: M OWDAPOwn -1 wKwa-i No aMee T.- "VLAGA, TYPE ON �smw III no WL 0 W III BOTTOM UMMONS CAN BE O%NMIID IN I NO, 44167 FLORIDA BUILDING CODE (Ifigh Velocity Hu cam Zone) ANY 01 TO AIN MlFlAUAnOK STATE OF 0.' A Wam 20 OW GALVANIZED STEEL STORM PANEL DOWN a, DEXAL I set". lIr . I' M. 11LIEC0.11c One MOUL PRMCTM PwwM Lw- 0"w- ONE FL. 3"'. P"ORL, (0")N�VA& FIX 20-176 WALTER in PC 5!gm 1 - 1 Foq I (D I= cl) -cu > 0 CL CL 0 0 cu -I--# C.) -0 CD _1_0 U) c: CD C) cu Q C:) - cu 0 = cu = C:) 0- .4- cu U- 1,*- 0 cu > .w M E 0 2 0- cwu U) < z z w mi cn cu > 0 L_ CL CL cu L_ 2 CL cl) cu M z z SHEET NO. IS H 1 .2. Il ". "A", 1 j,W-W,q,m,,*.I�,i'.E�:�-;�l,li:iO�TAII'�'urm,RAW.I ____ _.,:�_ ".11 Ip P-l:l',f,l P-1.1"I - 91,W;I 1111 ,.m4.:.,..m4�a:r�l::,Wli.�:i'MJ�:110194)5---fi�-it I 111111111V1.1"W., -kox-..Nd.,.i.m.-.��..Ir�-;; MIX ,: .. W& Of MAXIMUM A.S.D. -A - I -,g - I - Alm TO I .vv- '01C CLASS CONDmom .61I.D. -75.5 1 70' OR LESS 2 9/16- SOLTIED - I I ". ", 3' 1*1 2,* A* 3'W ___ _� ,H;�D -75 3 70' OR LOS 2 7/8' 'mim . I - I ,v a ew - W,M oj/fg:� 9=4- V or AMV. & WIMMIT AT OVERLAP k HWJ OF PAM LENGTH O'�v-.ol,lvT,w.w4R,M,I.1-4:,�,0.,;i*-�-,Ill,;3o.-I�lli'�'Iffr.wl�RV-1:1.19.�.;,��i*!;;.""I.,I"",Jll�-!$�4l'if�'wiI ,.,,, __ - - . .:H:� ! - I ! - :.-i.;41019-�.�:�-��14141 9-:"�1011`10.0411;�Oi i i - - - ___ M6&I ,1,1.. ._.i_ i .mv �....�'Mi".�;ifjgmwl;;44wlcmm = i "" A.Sm M6 WA" ANCHORS SPACING FOR E. 04 - 3 Iff " `PPUCNRJF To SOM"' $1 ANY COMIMIXIN OF 'I" VANWIW FAND. UNM "I C.) PRMOAE RATING (P_0 - IN-COw CASA_ 1 POICUMITT. nMAL, 0 , 1 Pmawn PLUS to CONCRETE To mmm v _Wgo, To cowmn I'D OOROWTE MI= 170 CONCRETE TO CONCRETE BLOCK 10 CONCRETE ITO CONCRETE 11LOCIR 12' NIA 12" - N/A 12* N/A 12' . 1 N/A I. a 2- (TOP) W 3' * lo, r 5' 4. 1. 4- I, 12* 3. 12' '. '. 6* 1. ___ '. I SETS 1000 � ...-- . N/A N/A i N/A N/A N/A N/A 12 1/2' IT" 1 2- (BOTTOM) . . 7' N/A I 6 1/2- - N/A 4 112' 1 _ N/A 4 1/2- _ N/A . t 3' (TOP) --- 70" 09 LESS - 12- N/A 12" 1 N/A I 9 1/2- R/A I 9 1/2- N/A 3' (BOTTOM) - - - 12' N/A 12' N/A 1 1 I 2- 1 N/A , 1 12' N/A 4* (TOP) - 12' 6' 1 12- I 9 112- 1 12- 1 11- 1 12 . I I, -=--T- - m ON) I * UMM To MLO SLAt. &S.D. OESIGk PRESSURE RATING A SEE SWEETS 36 FOR ANCHORS TYPE & SINICING FOR INSTALLATIONS BUD W= FRAME DUBOW MOMAL MOM ~M% 00 lRNlMUM EDGE OISTANCE ARE "KAM ON THIS SCHEDULE. MR E.D_ LESS THAN DIDItATO OR SCHEDULE REDUCE AN04OR SPACING By MuLriky" SPACM swm ON SCHEDULE of THIE FOLWOM rAcww no ?HIS OPVWM TO BE PM� REOUCED SPINGIMS OBTAINED WOW FACTOR SNIU. NOT RE LESS THAN MINIMUM VIADMIS INDICATED " CACIH ANCHOR TYPE AT ,me"= LEGEND I ANCHOR VVIRE 1 -1/4'. 1 1/4'. - - 1/.-. -CkI orwo man � momm states W 3 ,/2 . MAL I= �_== - #am Lik INK comm #111m , ,/r AS I - - 3 'Ir - - - r I 'AO - 1 .63 __ __+I�_d . I 11 _ I - - I ISO ] 10,_�-O + REQUIRES Um DISTANCE BETWEEN BOTTOM OF PANEL jLllj_j,1,. AM CD TO K I/e rv-1 M., rv-u_nl , ++ REQUIRES W%. DISTANCE BETWEEN BOTTOM Of PANEL : AND (Z TO ff- 31ir 3/16 v U., Hurricane COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-l') - __ _ - - - - 15LI25- MAL WIDTH) __ - - - __ - - -zjv7-- - _____ .. - - 12SW (EFFECTIVE WIDTH), - - - - -_ I -_ T-250 _L7 -.1or , - 'IW. - V111= "I -79 AMOLE 0 6 1/4' i I �'_ - -- - O T/4* (TYP.)-- - v_ -374f-- .Iw. - 11 011411 12 � 1230" ASSISI - .. ca. =�l - 1.3w - - JOG' . ,,.,_.�,_,_lp' - 7'3?" -. :,.Sm- I I -,i-: 11 om, I. e - I -, _1 � , . ' . 1. - F_ - _ . ' .-�<, ", llr7�� 1. - . cm. - �l '�' GAG*' MIN. THICK , , 3.31 , , .. � , - I ,� I IT 157 .,,� I- L. I i - I * � . .0"1 - ax%wlim SIM " , � h 2 .084 - ��J, � EDGE ASTM A653 NEW I -1 - '. , -1 TYP I GRAVE so 'wamum m. L -��j. " //� 2 25' I \ C-60 rAlLV - - ' - DETAIL A 4W - - GO." __ - I . - - ----- ----------- -] ' ; v mv.) (TYP.) a) STORM PANEL - ' - __. ___ - '.350 - MY" A-' - - 10001 ___ PANELS SMALL. RE MISTAILLED ALWAYS - - 2.3ffr - FROM LEFT TO RIGNIT W/ 1/2- UM (�) *H* HEADE (�) 'r TRACK (�) ANGLE WITH STUD AT DID NT LEFT WE OF PANEL * 1__� �l ryp Tor EDGE 0.024* (W..) , OF "ANEL GALVANICED - PANELS END LIP 1-1 I . STEEL �5. - It .vl. .1 , , ' 8 _ PANEL � , 0 W/ wimixt max ll_� . , "- - to.05, _ A - - I ",� ., �1* itar --- I " ____ , I - -1 - - I ., - - I ___ - I . . - I t "' /F,*�,�,__, - - �( ,,.��6 _-z ��,,,__ , 1 0.315' , (I I 0.2W# ... I.-, �_�7� , -07' o.625 , I _ I i - I I I . u- "EOlak, _' - 0027W 1� - 2-W" - - _ I I - , -60 - . . I " - 2,250' - '33�1 1 �__ - ,�M.-�!Ik.- , ,,�- A* OR (@� -.1--k / ISOMETRIC VIEW DETAIL . - 937, 1 � � a ... I T ROUNDED CORNER 0 ENDS Of PANELS f - IRA. .05' . - - in* . END UP W/ HEMMED EDGE. I ,;. -2379 - (M�T.S) 375' � TW. Borrow DZfAJ7 1 ( ........ v. 2-500' 1 '091, 057' _E] _' (�) KEY HOLE WASHER I EDGE OF PAWEI. 3,750' 072' JVP.) 10, 3105-HI54 ALUM ALLOY (�) [a 750-- 1 � ,si I -SU SHEET 6 FOR ADOISTIONAL I JAW - 150* - '. UWTUTIONS If SUEEVE LEMON, 19 I I*. I 09 I . I - - - - US' , - ONLY VAUD FOR INSTALLA110015 INTO _Ix I ., 'W- WOW SIOAT4KS 1250' I ym. (�) XiII I M". Lmmm I �44� . - # L-low - 2 .ODD, 37M , - 193- 1 ,- . , � 125' 2.000 - I- - -2150* __ I -lie . i (rrp. I M. .)' - -.050'0 L � .,,-- 0 --- (�) REV. "N' HUDER @ "U' 14UDIER t I i".0 .f - - t* WIN TO S, Imi, ---- ___ _ - 2.000" - I g SLEEVE I" MAX, LENGTH 0 (@ ANGLE @ "J' TRACK @ PANEL HANIGER Ir__ ,*iANsmww,RN* .E.4' - - 3ODD' - . fe-4. - LIVIII-111 ALLOY -� , � (I 114- WIffj I � law, /!p .�:.N4��\ , I I - - .082" , . . - N, (USE ONLY FOR E-Z HANG STORM PANEL . W I ___ / 4�.-`�CEAlj� -.1 1, SYSTEM) 600-76 ALUM. ALLOY - r' .7- r__ '2?r . ON .I- .. .. 1 _ _ _. - ' '. - :=i*====m..( 4 __ - : .* s ZO-)] 1,67 , , 0 , ako 2 4. C 3 : No. 44167 1. 71 FLORIDA BUILDING CODE (Non High Ili Hu 27.1'-.� � , !�, ' m'm,m � 24 CAM GALVANIZED STEEL STORM PANEL F.P. ,23' 1: ,--. -, WIN. 0 0 1 * " J, - o� In I .008, 4 . - __! I - _ I �,_ lTAT*l - ! (') 11 I 050 � ,250 1 'p.. O/n/XM _ .0,F, - 2.010I -- I- ttr� - - SEE SECTIONS - mm, .. ! _. GLOBAL 1%. - _ �E� L C 11LIEC 0 soot. � PROTECTION PRODUCTS- LLC- - -M. . OOO S.W. bt 51-1 I, __,_ - - - - - �. RNA tiiiow�. I. IMIAL 11. =14 20-175 , / - (W)MI-OM BUILD -OUT 'F' TRACK @ & (p) WASHERIED VnNGNUT , I - am-- .-IONNI )BRO-75.4. FAR, on� - @ BUILD -OUT AV (9 -.1 - I- -.I MINNOM, I- (ZAh" 3 ALL" . i � 2 WIN I TRACK ANGLE . _j�sllzl a.- I i I - _ FIM9 . I I - I I INSTALLATION DETAILS FOR SERIES 2000 & 1 000 E-Z HANG STORM PANEL (j) INTO EXISTING WOOD STRUCTURES __ ,---!_, - -, I . :/". LAG SCRIN's 10 r O.C, A/ . � - " � - - I 1/2* vi,, THAC,1XV PvBYRxr04 I � - 7 77:t - - � ;/4-. LAD SCREWS It A' O-C W, I - - � �., I -TO OUSYNG W010 .SPM I .1 � - =. 2W Wow . . - i l REQUIRED I/e. LIZ Scam 0 v Ot IF/ � - 'I 1/2' W, AGES) PE.rllbiil� . , ,�, nit I I - I: nA, OR 0. EDGE I In' 60, THRLi 117NEIRAnD. I I � - , � , __ TV Disn"S WODO TO -_ �` TO 015FIVI) wom HEADER . i I j 04 C- #I--'- SW.!i� I I L ;I - - I _ I -1 __� : I -, I 1. � , . . - (D , I , - * us � c_ " , I , ---.-' :4 or 3 V) 1. - �A_ - �*,� 7.11 ' - '4 I � I _ 'im. � - - - , 0- HOW 0 k . f BL - I " 5 I;rl � . _� : I ,4 - Bir �., i` . C� f14 SACS I `� mi § LAG SCRIEft 0 sw cc W/ I kl/461,�SCII . 1! . 1. �_414'0 I 0 CA, END or 4) �t.l' , . , St � I I 7 I . 1/4'.-20.3/.' I" I ro'��S� ;r __ I I I 1, , , I �_� , ./��./32* H6j - Ep - O� (SET DETAIL 112. k " ;10 SEE 1 RIB - I - - . ;;;� a� , NqTT !A BELOW) , _ ISEE OrrAIL '/2. & . I.. I JIT , - 11 -, -6 IT.) 1� ! 4 C_ I -LI W II SMS I _ ,__ _ _ ; 5 - I - - *,/ 4,;.= ,7c= 11) I - " IA'" I 0 E0, END OF 0 e %,. t _ Egg,"" . (".) . , T� 9 7 � , - i . - ,_ iw._.� I 9 *_ DETAIL 1/24 A ; I - - . ...... rl� Lut"m 1 gp, - a 9 I TA OWEILOW) I - - --m _____ - - . ! �"_l I'm '. 9 I - I .1 _2 plir MI 1 Z.,._20.3/.* W 1 .,_zO,3 , .1 1 5 i SEPARATION - � , SCgI : - -2 9/,B- - I ,/.*. 2ft3/.' 1.� i lA_-l`S/17* 1 i SEINJUAPON - TO GLASS 9 7 arv.3 32 : a rO GLASS . bLS, W/7/3-�/37- Z � III 12' cc 0 I I i.i , " , 0 I ,INAG " 0 VAIIN O.'ALAP 9 2 ,/a. - 5 9 ; � . -ul", EAW OVEp,Ap ; - 1 SE�TKIH I , I TO GLASS 1/4'-20,3/1' 1� . R@ I i � YISIC.12.011/1, - ; , 1-1. � I ; w_ it 9 - - I I - -2 9/16. ;=32*" � , 2 SEPARATION - I 4"'Wo I So" 9 'I - /I - a " TO GLASS I EVE, - i _ i I! I I / 1 - �47- a (/l I - I � 4 ,�' I i � -t- I - � ;_ I JI - I , I I 9 I 1 - jj .1 11 I . . I i . . p I . I " 1 � It - . ; I � 4 0 I , i11 I . - : ll� I bi ;. I � " 0 1 .j 11 I - _ �-zj I I I i 1 all �-,- 1�4,; .A- -1 i� ,,. .% _ I k It I I I 11 �. I � &-1, 1� �l '. � , : I� I _- '. -_ I , I if i I I � , -1 �6 \ : -I I I . (2..v -) � �, ol� � �l 1, : I , - * MSHLY . � FEMALE C - ;/",. . - I I ,I ,., I� Us W/ @_ I �` - , - __;.NGq 4 - I � I'll I ::: kDED C�. - . �_ __ _ _ . WE, 7a 'T ,' i , I ' el % I � � tl*2' O.0 . , � . 1/3441 2( - ,-. � � � - ! :7/C4 . - , _4 - I rM ; I � I ; 'I! �'2 -'% S== ';E�&%. 0 =j,2g4*' __ LIBSCREW ISEF I ; L , / - .st'y __ . '. , ii _ _ I. - I 111. ? "GTE I, RELOC ISATE 41 SMICS IODI OR I�Al � q- 1�'- I 1 im Oft - C-mo' - �11 , ,".,T,..";.,M. PANCAATE PIUS�W NOTE ,* suo.) , t g-Nr m"I'll"'Ilm 0 219 1 , � ,(--,j,,sC./ ,/.-."32- SERIES low -:/4 . _-IT LISCREIRS 0 1 . L^G ScRub's 0 5 I '. 7_ ��.j/ ,�* .. (2) 2'. 1 , THOEAM , ION , 1/2* lIh THREADED ,��4 G w"ODCOP"'On ALTERNATIVE I 2.1 --ff - - OR ON - B`___ 1��___ - - - UIACD Iftm PON . So" SCALE 1/4'.'" I NOT I PLAM RED - II Il,W . . _. - BUIL bm" ING ALI�",. , I 1, i FLOOR TO CEILING MOUNTING Nam . �l i ALTERNATIVE 4"W I ASTALLAT04 ARE ONLY VAUD FOR BIL&DINGS WITH X S 0 DESIGN ,DADS ,� __ INSULLAMm SCALE 114*.I' 104-1111"A%, ,V TO +660, -?S�3 ,ml AND PANELS LENGTH UP TO V-101 � � �� , E, - W rill 4PENAM 3w I . , - - l]-7 .......... 2 FOR ME* WOOD FRAME CONSTRUCTION SOOD MEMBERS TO RE SOUTHERN -1 I "A0 f�!�N:C"Ll I /4 -, 4 PINE 40 2- W/ SPIECOX DENSITY OF 0 56 OR EQUAL � ', L�', - .. �,-' NX --`�\CEN,Tj I I 11 : -, FLORIDA BUILDING CODE (High Velocity Hu carm, Zono)l I. . I : No. 4 19T '-. �. mr1mo. W. SEE -S 3 : * 20 GAGE GALVANIZED STEEL STORM PANEL rp S"C"Fr" I "* ORMI E::-:M,�=i I Ocr- 5r,Lrw#L ,A' w MEI AS " awc ON NOW NVAI z *:. E - .. - I � ksTW-xmT.JAlIV. I .0m OR 2000 INS =11FIFTY 2T REVOKED f C; STAT OF I GLOBAL PROTECTION PRONCTS, U.C. "/"=� � -�P'- * I ot�_:� III. _____ z "to D M �, ALMNAM TOP HEAD113t jmQLz&fiW�-.. .- . - .. . MAX` &. S slow C � . .. .M .. ! 01*- " '"ll 11 � , i��l lllllc,466� TOP I - -- - BE - N - CONDITION A, ANCHM LOCAMN ., � t4 -I=- � -Z __. .. "W "ANI tAi,z (.._.� 20-176 � / ONU... OWl-' ��5 , ] - "I 10 SUIT AW iNSTALLATIO'k SCALE 1/4' . I- -.1 - I - I OUNING . W .-I)IM)FI19 '. , I Non "'A" TIAC.s NOT - _11 _ - ----- ,/lMlE W,n* A Uuut ,,,, 1� - - __ __ - I i . m. it . ; - I'll raq, "JI � - -now . I - I .- PAWLS(b AT Top Olt BOTTOM VATH TRAM 6t Olt (8'j * MAXIMUM PANEL LENGTH "L+' OR "L-" (".) 0 MAXIMUM ASA) DESIGN PF43SM RATING (P...t.) I. im, -) ' CONCRETE k WOOD INSTALLATIONS t Lit, I I, 2ao 12--g- � 210 - 4.-4- __!L-��_ ll�-_4- _ JOG - - rl'-v* - to'-ft' J" to'-fo, lo'-O* __ - 40.0 yo*-F* 0--d. .10 ___ __;i�i______ 9--iF- &--s- - - _971, - -&,-q,-- - Z0__ _ �- a -;��__ - _;;::a�_ - ______ ___ 006 - __ - __!�_-__ __ - 70.0 - m�j- - , - .,�e . _ _!�-n - 'I-,. __7;:o___ __ __ jiv ___i� 775- O.-po - MO r-2, "-,. as.o____ _!�!�� 0.-5- 90.0 6,4* #,-.2, ___ - . . 6-1. . . . _--no '00.0 '. 1010 _H� __!�___,. 3�9* - 1?0.0 I - S,_r - -T-6-- I 19-I - --T-,s.u� nmG p m * 2/4 CHFOULF ONLY FDA REGULAR STORM ANCHORS I SCHEDULE ON REM, CONCRETE BLOCK & WOOD (t) _J� MAX- - � � __ - smirm S. 10411) - $* NAM ; FtSCl-)IMMAMM AT EACH i 0 - END 1111TIN TRACKS 13) all a & a 21 D. M.. (1). (�). _ 4 , I- T -, I I- -I - -I - - - r I ___r__7_, - DIRECT MOUNTED AT EACH END I 1 1 i 1 I ! 4 I MAXIMUM PANEL LENGTH (9). @ .1 9 I ; I 1 , "L+* OR *L-" (ft.) 0 MAXIMUM A.S.D. DESIGN PRESSURE WING Witt) [+ - -) CONCRETE a WOOD PWAUATIO14S t I 2alt 14,-4* IX-0, ___ - ago 121-10, Ill-r jux . ITI-A, FO,-r - ."LO 101-10, __ R*-g, 40.0 v-4. PI-21 45,0 a,-,. 8'-?' 30`0 _ - i;--;--- 0--r- - - ___ 55.0 - 8'-J' I'-s' - ______ MO _____ __ __ - 7.-.5- - is. _0 - -_r-oL_ ?I-&' ?'-Sl 7�2, 6�11, Mo - 710 1.1. 61-0* Sao 7�01 6'-S' B&O "-,. 61-31 . 90.0 - 6,-P, 6� s, 930 5'-ID' __ - rcao _!::�L r-j, _ s*-r_ Solo r-3, 5*-4' I #AV - $'-I' F?5.0 I __ - -T-70-- p 09.6 - 4--#* MNARN SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL LENGTH WIND SPEED 4 170 9" WIND SPEED 1 170 ..p.n PI UNRESTRAINED - RESTRAIMED I tt#lREm5TRvAwMN1O 1 Rmxmw - 30 OR LESS I . '. I 6* I 5 1/4' >33 To 90 '. I I- 7 1/2* 1 7 I w ,90 TO 145 '. - 1 �/2' - . `2* __ ' :7' 1 ,,,a To ;;4 r 1 :.-- I __ 2_ 1 1 i TOP BOTTOM - DOW i mow ! 1. W-0m .U. � EVER I I.S`JJ.5 STUO ANIGUE *r ; TRACK Ir TRAM ANINUE ,I= - � 111ACK I,= - I DIRECT MOUNT 46- 1 32* 1 32' W W I 50- 50* 4 I-S'XI.5' " ANGLE 35 . I 3r _1 3r__ 3r __ 42' 1 38' 1 '. _ 3 'r TRACK m . 1 32. 32' 42- 67' BE' BE. (1) ___ - � AMOLE . '. 3v '. - __ I" _:_1 I - I - - I SIT- I 60' 1. *1/4, 3/4. 4/5. 5/5 & 6/5 , W/6, 2W/6, 3W/7 St 411I ___ . .- __ - �3' MAX_ I' MIN. I a a I -, - T +-- -- v I I 1 1! I 11 m t I I I I I I I . 1 It I I 1 L 1 ,1111 11 ' - _. 1-1 , �,L ,____ j - t 1 - -_ - _l_l!,_Lll._ __ - - ..____ _1 1, __ - q __ __1- - I , 14�v - . . I --I, _f � j I - I 1� I-1 I .. I I -_ � i I T-114-0-1 I I , 1 , UNBOLTED PA � �:l I (SEE SECTION I ! I .1 I 1 � 1� - I - I :_ - i BOLTOD PANELS R/ JUAilt- ls IS.& amr I / I, ag�tUESSSSUNSP I I APPUCABLE) I 1 1 1 ! (SEE sEenom AS APPUCAi I I ; i ! , . I � : I i 1 . ; I I . I ! . i I I 1 i I I i I %J I 1 1 I I 1 1 . I I A p I - I T I � I I � I 1 I I I � 1 1 , , I 1 � 1 I 11 1 1 . 1 1 1 1 1 s i D.M.,(�).(D. i I - I I - .1 - 1 , , 114i , - LJ - -I-. - ��J' � I I 1 - I - i - -- @ or 9 _1 �� -,.,, -4 W 101 - r MAX ; - 101 11*1 101 - ki il - - , . I - 1, MIN L* 2/4 1/4, 3/4. 4/5. �_/5 k 6/- " OIL 5 L*IW/G. ;_ 2W/5. 3W/7 AT 4W/7 - - ---ANC"ORS (SIT SCHEIRILE ON SHEETS 9, 10 &I I � - I - 2.W?* L 01) ELEVATION N.I.S. ,/4- hift GAP 7,- is (MIN OOERIAP -1 04OLE WILL111 - __ L_ 1/6 1� "",� I �� ........ ..... z - - A .. W , SECTION A -A I - (j) N.T.S. 01 00) L+: ktkVWJW ALLOWABLE PANEL LENGTH FOR A GNU POSITIVE ALSO. OCISIGN LOW. L MAX ALLOWS" PANEL IV" MR A OMN NEGATIVE AS.O. DESIGN LOSE. (2) oftoomm TO CESSEMNE mmummum PANEL LENSI GrAN A POSITIVE '%". M=M LOW. DETERMINE MkV" PANEL LOOM 'L.* FROM SENEGAL OWN A NEGATIVE X&DL DES" LOAD. DETERMINE 11110001111M PANEL LENGTH %-* FROM SCHM&L FINAL MWOMIUM 4LOKQLE PANEL LENGTH IS VDIAN. So THE MISIMIN DEn9&mm PANEL LENGTH BETWEEN -L., Me %". (") SEE SCHEDULE KID* FOR MIN. PAM UENGTH FOR POROSITY WAOICAMN. I t INSTALLATIONS INTO 100011) ARE LANTED TO t 95 p.&f MAX &S.D. DESIGN PRESSURE .__ - . . =1 Oil' SPACER 0 is "a. i W. ... . . . . . - FLORIDA BUILDING CODE (Non High Velocity ImW4u cons Zone)l .. : . ' .44167 '. 'f eem It"= LIC 24 GAGE GALVANIZED STEEL STORM PANEL To, ON" v Sir . ; Sir : 1 GLOBAL PROTECT" PRODUCM U.C. W/_v/mm -� %. " F7 TATE OF �7� t�� Z 11LIECOisic. I . � I ... �, �,__ , �1� lW am qLa &I saw DOC Fl. MI . TISAF RW�_l_AM="_l 20-175 _oI!T-t.. .. � .. - ,MON, W )M-,-*. F-1-SO. - .11 - - Li:�161;/�� - CA-00011719 !!!-! - 1 - - -1 - � 0I I li I , - FI-19 .2 i 1 OW 3 W ta - ff# WIN . "Aft &_ FIX _ - GENERAL NOTES Mo SIM ffilrllmlll�� A�� no& (C) 19. _Q:� \ I STORM PANEL DOCUMENT (PE-D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 11 I TAPCONN ANCHORS, AS 1AMILIFACTURIED BY W BUILDEX. 04C Mi � WIN THE 2= (7th EDITION) Of TOE FLORIDA SUILDING CODE THIS STORM PANEL SHAU 90 BE INSTALLED AT HIGH - 014-10 PANELMATIE FEMALE ID AND PANIELMATE FILUS JINCHORS, AS WAMACTURED BY ELCO COMTl`RUCT;O- PROOLI VELOCITY HURR"wif ZONES (Sinxim-amof / BRMW COLWMS), - 1/4'0 SCREWS PER N.QS DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1609 or THE ABOVE MENTIONED CODE FOP A BASIC Am - 1/I6'0U!G5/$- WOOD FUSNINO. AS OWRIBUIED By ALL POINTS SCREW. BOLT & SPECtktY C* SPUE AS REQUIRED BY THE JURISDICTION WHERE STORM PMIEL OU BE INSTALLED AM FOR A DIRECto4ftM FACTOR KID-013, USING ASCE 7-16 AND SMALL NO EXCEED THE MMOWM (AS,D) DESIGN PRMURE WINGS INDICATED ON SHUTS C 1) MINIMUM THREADED PENETRATION KFU WOOD OF TAPCON ANCHORS SHALL BE I 1/2- AND 2- FOR FLCC PANELAIIATE 3. t THRU 17 & 17. It AND PANELMAUE FEMALE 4) 1. IN ORDER TO VMW THE ABOVE CONOTTION. ULTIMATE DESIGN WIND LIMITS DETERMINED PER ASCE 7-It SM04J. BE "1117 REDUCED to A,SO DESIGN PRESSURE WING BY MULTIPLYING THEM lrr 06 IN OR" TO COMPARE THESE III MAX I C 2) WISHAIUM THREADED PENETWICH OF LAG SCREW. INTO THE WOW FRAME I SMALL BE 1 1/2- NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SWEETS 3. 9 114RU 12 lk 17. 18 PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PAM OF NE REQUIREE) T14READW PENETRATION ON ORDER TO VERIFY THAT ANCHORS ON 714S p ED AS TESTED MOM HOT OVER STRESSED. A 33% INCREASE IN ALLOWASUE 4" . STRM FVR WIND LOADS WAS NO USED IN rNEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCRVVVS� INTO WOOD SHALL BE AS INDICATED N T141S DRAVANC AOCORDANCE.WTH N.O.S. 2018 CO -0 STOW PANEL S ADEQUACY FOR IMPACT AND WIND RESISTANCE MIS KEN VERNIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PENETISAIRON OF WOW PUSHING SMALL BE 5/5" 1/4* 0-20 SCREWS USED SHALI BE 1 1/2" LONG MINIMUM 5 co THE AWW MENTIONED CODE AS PER AA400CM TEST LAB OF SOUTH FLDRIDA REPORIM IM1401-01 AND J02M02-09. AS SHOULD STUCCO EXIST. AND I' MINMIUM FOR WA.LS MTN NO STUCCO - "P SSTO t2-99 & ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOU`FH FLORIDA REPORT #112301-10 AS PER _j C 5) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PAKIS. STUCCO OR WOOD BOARDS BE FOUkD ON THE EJOSTINC IAS-20i AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED ft ACCORDANCE W/ SECTION 1604 OF THE WALL ANCHORS SMALL BE LOK ENCKSGH TO REACH THE MAIN MICTIM REHM SUCH PANELS = FLORIDA BUILDING CODE ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 7) k C.4) --A% ,; 1 2 ALL ALUMINUM EXTRUSIONS 10 BE OM-15 ALLOY AND TEMPER (UNLESS OTHERMSF MOVED) SEE SHFl-r 2 (0) ANCHORS SMALL BE INSTALLED FOLLWM ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS I* THE ANCHOR'S MANUFACTURE WINNUIACTURI = , 3 ALL ALUMINUM SHUT METAL USED AT CLMRFS SHA" HAVE 3105--HI4 ALLOY a PANELS MAY kM BE WrALLED HORaONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I TkROUC- 6 (SHEETS ,SMUFS _z; T 4 ALL STEEL SO4EEI METAL PANELS SHALL HAVE STRUCTURAL QUALMY STEEL ASTS, A-6U MEADE 80 MMMUIM� C-60 GALVANIZED ,W4OUGH 5) EXCEPI THAT "EADEPI &(!) SMALL NOT BE USED . V; . _ STEEL UESKPAIION W/FY- 92 2 ft- (AFTER ROLLED) 9 IT SK&L BE PIE RESPONSIBILITY OF TW CONTRACTOR TO VERIFY THE SOUNDNM OF THE STRUCTURE WHERE SWYTER IS TO 40 ..Clt ATTACHED SO INI PROPER ANCHORAGE, THIS SHLMTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD 5 ALL SCREWS To Of STAMM STIEn 304 OR 3tfi JUSI SERIES OR CORROSION RESISTANT COATED CARBON MI AS PER DIN BUILDINGS 3; Notil W/ 50 isi YIEW STRE4C!tJ4 AND 90 ko TENSILE STRENGTH AND SMALL COMPLY IS/ flORIDA VJRAIMG CODE SECION _ 241 t.3 J.0 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 90". AS PER SECTIONS 1. 2� 4. S. 6 AND ALTICRMATTVES III, 3W III 40 UErTS 4. S. 6 A 7 RESPECTIVEL ; SMALL HAVE A LEGS1 AND READILY VISIBLE mARxLRG WSTRUCTING DOER OR T TO Y EMANT TO .S! 11 a BOLTS TO BE AWN A-307 GALVANIZED SITEL. OR AM 304 SERIES STAINLESS STEEL li 36 ksi MINIMUM YIELD STRENGTH SECURE PANELS RON APPLICABLE REINFORCEMENT DURING PERIODS Of HURRICANE WARNONG CIS :_ 0: 7 ANCHORS TO WALL SMALL BE AS FOLLOWS I I SHE INSTALLATION CONTRACTOR IS TO SEAL/CAW MI SHUTTER COMPONENT EVOIS WHOCH REMAIN IN CONTINUCLiUS COWNT. , THE BUILDING TO PREVENT WM/RAIN Will 14 !! (A) TQL&KW2LG_e2JB9L9A4= 11, X. - I /*- 0 TAPCON ANCHORS AS MANUFACMU BY I.TW Buit-WIL TIC (116� "3-92 P...,.) 12 STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS M)ICATED IN THIS DPAWM PLUS ANY BUILDING AND ZOMW RICUILA.SIONS - 1/4* 0 . 7/0' CALK -IN ANCHORS, AS MANUFACTURED 131 DIEVIALT INC PROVIDED BY THE JlJIMDSCnON WHIM PEROT IS APPUED TO. '"� ";: - I/4' ,v 3/4" SOLID -SET ANCHORS� AS UMTRWJTM IT, ALI POINT SCREW, DOLT LIE SPECIALTY CO 13 (d) THIS PRODUCT CIIALUATION DOCUMENT (0,M) PREPARED BY THIS MNUR IS GENERIC AMC; DOES NOT PROVIDE 4MIR -"V� (M,, it . t-3ooc P...I.) I I - #74-10 PANELMATE FEMALE 10 & PANELMATIC PLUS ANCHORS. AS MANUrACFUREID BY ELCO CONSTRUCTION PRODUCTS. FOR A SIT SPECIFIC PROUIECT; I e. WHERE THE SITE CONDITIONS DEVIATE FROM FOE RE 0 - 1/4-0 ZANAC "UN ANCHORS, AS "WFACTURIED BY DEVIALT. INC (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALIAMN I?OCLUDING LIFE SAM OF THIS PRODUCT BASED ON THIS PED PROVIDED AE/SWE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS OOCUMENT A 1) MINNUbi EMBEMiEW OF TAPCON ANCHORS INTO POURED CONCRETE SK06LL BE 1 3/4'. 2- FOP ELCO PANUMATE AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY 1 3/4- FOR ZAAMC NINLIN ANCHORS W THIS PROSMICT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD if MODWim A,2) CAAA-114 It SCLM-SET ANCHORS SMALL K EMNEVOFD 7/6� INTO THE POURED CONCRETE NO EMBEDMENT IWO SIUCC SKNUL, BE PERMITTED. 1/4* 0-20 SCREWS USED SHALL K 1 1/2" LONG MINIMUM SWtvU) STUCCO EXW. (d) VIE SPECIFIC PROJECTS SMALL BE PREPARED BY A rLORIDA REGISTERED ENGINEER OR AKHi WHICH WILL BECOME THE AND li� MINIMUM FOR WALLS WITH NO STUCCO. AND WAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RE.CORI) (15 OR) FOR T14E PROJECT AND WHO WILL BE REspowimed FOR THE Bur WITH WOW; HUTS PROPER USE OF THE P E 0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENOWER TO THE P.E,D ENGINEER, SHAU SUBMIT 70 14S LATTER THE SITE SPECIM C#VAVMS FOR Rrl" A-5) 04 CASE THAT PRECAST STOW. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL On FLOOR. ANCHORS SMALL BE ICING ENOUGH TO REACH THE 1,000 STRUCTURE BEHIND SUCH PANELS (e) THIS PED, SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSION46L ANCHORAGE SMALL. Of AS MENTIONED IN AA) MO IN A.2). ENGINEER OF RECORD THAT PREPARED IT (8) TKI-INVING CChCRM JSSjDGIS_j_U_A5X_L-_W 14, SHUTTCR MMUrACTUFtER*S LABEL 94ALL BE LOCATIED ON A READILY VISIBLE LOCATION AT STORM PAM0_ SHUTTER IN ACCORDANCE WITH SECTION 17092.2 OF FLORIDA BUSUDMG CODE. ONE LABEL - ;/4 : TAIPCON ANCHORS AS MANUFACIIJIFIED BY I I IN BUTILDEX. INC SMALL BE PLACED FOR EVERY OPENING LABELING TO COMPI WITH SECTION 17099.3 01 THE - 14: . 1/6- CALK -RI ANCHORS. AS MANUFACTURED BY DEVIALT. INC FLORIDA BUILDING CODE, - t/410 X 3/4" SOUD-SEI twICMGURS� AS DISTRIBUTED BY ALL POW SCREW. DOLT & SPECIALTY CO _ #14-10 PANEUMATE FEMALE 0 AND PAINEIMATIE PLUS ANCHORS. AS MANLIFAMRIED BY ELCO C STRUCTION PADgkowillf" . - 1/4- a ZMAC WILIN ANCHORS. AS MANUFACTURED 91 DERAILS. INC A. T JQ�.� .,.�!q .. �� .. �\ .�, , IE 0 �) MMWM EMBEDMENT OF TAPCON 00CHORIL ELCO PAMELMATES AND ZAMAC AAA.0. ANCHOR. 0 THE �� , OCE ,vp ... . �, :� t FLORIDA BUILDING CODE (Non High Velocity con* Zon*)l . . . SLOCN UNIT SeALL BE 1 1/4' . ,� __ .: ? ' ININK, fILAO0. M M 9,2) C"-04 & SOUG-SET ANCHORS SHAU SE EMBEDDED 718` INTO -HE CONCRETE BLOCK UNIT. W *,44 7 I. 24 GAGE GALVANIZED STEEL STORM PANEL okwi IN ; SIUCC SMALL BE PERMITTED 1/4* 0-20 SCREWS USED SMA" BE t 7/2' LONG MINK" SHOULD FXISI. TIF - ", 'I AND '? MINIMUM FOR WALLS WITH NO STUCCO. " .,/I, - � PRODUCTS. I.I.C. -*-.... STA GLOBAL PROTECTION 11 / I I ,%%.. E , -- I L .m. AT . E C 0 ,..�� .. am SIR 11 JOINST 8.3) IN ChSE THAT PRECAST STONE. OR PRECAVI CONCRETE PANELS. STUCCO OR WOOD BOARDS BE n*'S�To . - RI .. TUR FICIRSHIS a D . . GIVE, � =I- .. . - - _NwWA._ . T . 20-175 Z OUSTING WALL ANCHORS SKAU. BE LONG ENOUGH TO REAG PlE MAIN IURE BE 9 H 4 - _m " STRUC HIND . ,.t. � IWIM)NIIII-ML I'Mit IWO-, ANCHORAGE SMALL K AS MENT104M IN BA) MO IN 9.2) Ai��'o ..... - L --.r ___ OMA . � NAL Eli -E 0111111ITURISIOAR C"Hi"XI"'. !"i i - I-, - - �,Lwail.1,17"` 11 "M Fmq .! i � i v is - I I I INSTALLATION INTO POURED __9lT=.=T .Clll`C"`Yf QUAILS FOR REGULAR PANEL5) CONCREJE OR CONCRETE BLOCK - I WC:pr CDlAPRETE (gSCOG BLOCK STRUCTURES , , :& , ,:�A,j - &, 11 CONCRETE ANCHORS �,,: � Riou'"D / W, I . OWAROW. � f , � CONCRETE ANSI � - - - , (SEE SCHEDULE ON ". f I ", , . SHUTS 9 THR07UGM 101 ::: ; --C2I , I , " , (SEE SCHEDULE ON ". I r � SHEM 9 THROUGH 10) � "'. . UGH I 4) EXISTING POURED CONCRETE OR I 11 �S, �� I , . CONCRETE BLO(X 03 - . .. " 11 i �l 11r j 1/4- - - 1-1 11 - - 1/2, 1/4- I __ ��::, , RECURRED __ -r--� .., - - . , 0, , I I , - , , __ 101i - - - I I ; � I -W. , - I ,� - - --- CONCRETE ANCHORS , I = SO4MAL ON - _ - -_ ,- I LC E. I �' SHUTS 9 THROUGH 10) :,;_�L.,: _, .: i i �-.�, � ::: , , 11.1 I , , - ,'�' � �, I . I- � I I : I .,_�, i (j) ... - " - 'I 1 � 1 I I . '10 I I , , � :"", .01 I 1. - - ./evi-me f =�- ,-"�- - - + �lr - � r _W= I SEPARATION US;@ �. - TO CLASS, i ==111 IL � ____ , p- -4: . ___ _rva�- 0 IS ,. SEPARATION (WE PIGS PMU 4 TO MASS ,q LOSM, OAR T-4n . .......... " LD �, I -, ,� . . .... �._ �",�'� , ", - , .. � �11, i., �_ ,�, � I., I I I : (SEE SCHEDULE =!H 1 'L' Mo.. ' 0 (SEE SCHEDULE I - ., 1. 1;�, - - -- ,11 "I'll, I ,:. .,,- ; ON 91M 3) I IIANCL LENGTH IS ON SWEET 3) � t V_ I I (SEE SCHEDULE i : "L, MoL ImAr. SEPARATION ILI Aft.. : I CONCRETE a ON SHEET 3) I - 1, (SEE - PANEL. LENGTH 4(.U=u SCHEDULE . i PANEL LENGTH (SEE SCHEDULE I _t (SEE SC= I . ,,A I I ON SHUT 3) L OM %��3� - L ON SHUT 3) SHEETS 9 THROUGH SOX i -01 : 11 � - � j,", -,;�� SOX . i OF 'L C ll$ i W-�, -01 I =All i � , ,., " , �:, . , , I .I'- , ;,. . 0 � 4. �- T - 1 INDS 1. : 50% , �11 I , �. 1 ;� "I *; ED. I `%'� o.- I I - �l , i ," , - ". I OF v , "A" "'." . v` - i - (1) 1� I "I ,, o� I " "I . , I I ._-.J_,�.,,�,,,�,,%�- I � � ., - ..l; -1. - " - 1; ., , i `� , � 1� :, �, I ! �;l ED I tL I ".f�._,�� -� ", I . . uo� ;; _,'�:] E.D. . I I I I 11 ,� �l , 4 , � �:l 1, , , I /2 I - ,,, � - , I _'_ .1. , I 0/,.. � ", ,� ��, ; � ��, . - - � I 1) I . 4!& � - � ; , , �� "WING, POURED �� --- I 0 t . 11 "`;;;-,`,' I - -, ", - I . , I J� 09-- Ir 1. � ! - W.I. NE, Wdl.m NEW, suam 10, � SIR SS, CONCRETE OR I �,�'�!'�, CONCRETE - .. . - : REQUIRED ..... .�, � 1 11 APPLICABLE) ;, , CONCRETE AN04M - ,� , 1 p .. - I I (SEE SCHEDULE ON 1. ,�j.Z;;. 1/4'- ILL W/ "ft -to - III,,— q, " MI" 1/2 imc �U r- . I . - .1 . .�r �, 11 . SHIEVS 9 THROUGH 10) , - ITERNWIE _ 1, Min _ , .. 'Ll . 'L : . 'L , me ONLY V11" SOUD 'I', ., " ': .,., LEG LOCATION �'J-lr ��;_�; I I I .,- 04 - aCy.l.t :11/y- DUSTM POURED CONCRETE ALTIEFOAlt CONCISTIE POL% CONCRETE __g:S� CONCRETE ANCHORS ME USED. - C.S. BLOOK REOURIED. ANCHORS OCK REQUIRED, STAISOCRIED W1 STUD (SEE SC ON SHUTS 9 THROUGH 10) (SEE SCHEDULE ON SHUTS 9 11"RO" 10) BUIL99H OWING SECTHM SClUE 3,11W- i NG W%m SCALE 3/8-1- WALL MOUN ECT MOUNT mid SCALE 3/a-11 'O"vall'"IsIrl, tSAN A . ........ .... . . � : ' FLORIDA BUILDING CODE (Men High Velocity HIM one Zons)l E.D. -( EDGE DISTANCE SECTIONS ,:=;: - I -7 * . : 0.44167 % I ' . :*- , k *. OF� rlv:��;X___ .am ILIT01%. WC, 24 GADE GLOBAL GALVANIZED STEEL STORM PANEL MTECTION PRODUCTS. I.I.C. l.' mWou vi, 0/n/� SEE SCHEDULE ON SHEETS 9 & TO) CAN BE COMBINED IN ANY WAY TO SUIT ANY 1 .. pt o Inlik .. . . 4m S-II, 5 snum ONSE. R. 33314 , 20-175 NSTALIATION. .. ZO PtRINE. (W)ux-TSUS, ,W (SIM)OSII F c��'t M 1 - li�. OFAMRS, W_ . , r" wriff/mit -111 I - - - �m 0, MR &� P.L I FLORM 141 i FT9 - I I NNW . or Up I - I - - I _*_0 a) a) = CO -00 a) -6-iiiii, _0 > = 0 = (2 2 - _0 a) Cl. C 0 a) ca. 0 L_ = Cu -a a- - I .& ,.,..., 0 CD 0 - W -L-- =3 Cu cn CD -0 0 -0 -0 = 2) 0 _= (D E-; 0i. = -2 ?:: a � C C: .0 u_ CU 0 III— III+- CU 9 - CIO 0 > -0 M . - % 16- .,., " .- a) -P-- CD - I I= ;i Cn .102 CIO Ca- � W_ 0.. = Ca a 40 S= - III ,0 . - co < C-A .r- 3 ,= cc -1 � FA �g &Z 0 ca. -,r- . r= =. I- C3 all " .- 3; W , 3; W J2 1! 0 cp 7. C CZ 5 �- a 9 -�L, zi s cc 0 06 0 - 1� 4 I z W =I INSTALLABON DMILS FOR REGULAR PAWL in INSTALLATION DETAILS FOR REGULAR PANEL (1) - INTO POURED CONCRETE OR CONCRETE BLQCK STRUCTURE .1 - - : � ' INTO WOOO STRUCTURES " --- _. I - -.-- - I I- _ -_ *W, -_ - -_ -_ I INSTALLATION DETAILS FOR REGULAR PANEL In INTO WOOD , I . ,� I I SEPARATION - -_ - 1. . I � � ��! L L � I 01 �- ALTERNATE CONCRETE I . . - i I IVOSO AK4D4S l�� To GLASS. .- I I , , , , __ - . I ," '': _TSVE SC EMU ON 11 I I , I . ALTERNATE LEG ANCHORS LOCATION '-L - 1; I I .�i 1) Iiil.-Ml' (SEE SCHEDULE . , - --- UWAT" CONCRETE ANCHORS _(SEE SCHEDULE ON I . �� 1) ... :f ( , SIS ON wo 3) 1 "I'll .l_.6`G.rT.11r_mL__ � , I - - -- , - I - I- � r ' SHEET I" S,W W-V SOL r _._._�. 4*.Ir on . 1, .; . - . - Go NM � . . . . I L . 11 - i -- I ; 4 '/' L L___-_ �t- -0 I - - -I---- . . I I EXISTING POURED CONCRIETE I - 'L I !� n=111 _ 1) U) -ill-imll (SEE SCHEDULE ON L OR CONCRETE BLOCK - SHEETS a THROUGH 10) OR'=�9LC2r'E`FE I I L' I � ), 'I I I I REQUIRED. I .� I I � I = -1) ADEQUACY OF EXISTING wim I . . I - - . !1� SHUTS 0 THROUGH 10) 11 %11 I 'L, M_ OEM TO BE CERTIFIED BY - �T& --- �_- cii -,.7 . . i REQJ`REDL T~Tl LEG I I .- I . . �� -1 . I-, CONCRETE .... C"m ��, I 1, �, .. + - - I PANEL U34M NL�-LRLU L� - . I i .4 " *1 HEADER ' ANCHORS _ _ L" - I ��! - k i � =1� i- - (SEE SCHEDULE ARCHFIECT P" TO SHUTTER . I � Z L , I I I , � . I - .. � . 0 -- - ED. - - IS '; Wow __ . � 02 WOOD f I I RMALLATION. .. L a) El - , 1, � (SEE =. 1'1�1-,'�� REOUIRIED I . I (SEE I - ;� + . L I SCHEDULE ON I . . I, L_ - __ , I - --- -- - _ - I ON SHEET I ALTERNATE WOW ANC401F§i ' - LAr. � �e SHEETS 9 THRO - by 02 1 1 . - Y __ __ - WOOD, ANCHORS _ _ 1; - , - , 11 I � � L I 4.01 .0 od.M." ; ,� ,. . -- - . 1/4 1 -_ scm le j I _ , -ED--- mm IM- OR CD I - , UGH I I 'a- -1 I SHEET I 1) 1 L 11 �� I (SEE SCHEDULE ON (SEE SCHEDULE ON �l v U- - 49N " I SHUT I I ,� I= WASHER Hoo, I , IV �l 11 .1 17 1 .. -� I � - E-1 , ---, -Mv " .4 ./ An - .., -, . 11 � 11 .. .� - - __ - m same, ON I . .. "I AOM �' � 0 L- �O SPACER .. OF "L' S� - =-7. le QD = ,,� � $/A- 1 33 W'C" I -) --ille 1! ll� - I � 0 1 L , L 0 1 Cl ) Out. I . I . 2 . 1/2- 1 1 _11 , I--,." 1� 'XiIN: IWIL " v/ - Mo- , 1. - I � I - ,� . . , � - ,,,, � I . - 4" . . to I � � , - )yij . L I CONCRETE ANCHm- .1 �� - mc n! - I . WOW HEADER , I I I/e ; I ; T __ - � _. I I REQUIRED .,; � , mm. WOOD HEADER . - - - __ � - ISEE SCMULIX '.) ,/r L �,`�- ." �� ; I ! : , - , ___ I _ L � � g-, ,/, -*-=a , IS I -, - '11, rl 1. . . I 11 I - � - - - - -7 - - REQUIRED It- ,. li =5110= I , - .. SHEETS I L � j ,----: . 4 (n _____ I : v0f-me I �� .. " y ,: I L � - Ir-) i . . I t/. -M, I i � 117 1W � ., � 'I ED I i =__4 , I I . - % 6 ,/4v ILI " �� a ,/A- tUc 1, -.1 1, . �. , . 1, m.. I � . ,� : - � I I, MA) R"U'S li, , .W , v � 7==4, . � t I * I, �mn �_ ,��. , " _11 1.14, , . I - --- , I *= ANCHORS - � � "" � , - �-" PANEL UENCT14 . . --"I- LONG ALUM" SPACERS 0 12 1/7" HEDULE 1 2' ', J: E.D. �L.'' I I'll - ,�, � r (SEE SCHEDULE I L O.C. (SEE TABLE III ON SHUT 11 ) I I SHEET I 1) -, I : (9>- //>V/,�.�,�,-,,,, ____l i I I . ,H_ ,_ -4--f I , � I F I- i ; LvqLj- 1 1 1 11 I (SCE SC � r I Cu .", -_ E ' L96Li i - (s , T ON SHUT 3 1 "A. I L" 01 I I SE NOTE - MOW MR LIMITATIONS FOR :�_ I v - i - �,� . . . . . _." . �,�L. @ i . - 10 : ; On. ; FORS::g�p SEP ILI . 1 /2* LONG SLEEVES. 4--= , . I - (�J) 4 : - cj.'� 0 SEPARATION t III I_ To CLAM. - i PANEL LENGTH PAWL MAX _ - ; ;il ,l *L, k%x, 11 : I ] I = �::mii .0 I .1. SON To 0, / TO GLASS. . ON SHEETS ON SHEET 3) (SEE SCHEDULE - IS �_.;TXU r I ,/-�*_M,. I I I. - 4, .S i I (SEE SCHEDULE i (SEE SCHIMAr : I (SEE SCHEDULE PANEL MATE FEMALE 00 OR FIAMEL MATE 3) . RmLI. i7r. il I I � (MM� . � I . a ti�F �___ 0 1 5 ON SHUT 3) SIMCOR I - , W. SEPARATION TO CIA%. : . _n I .4,,.,-a�. 0 209 I I �/ ON SHUT 3) 11 I I ON SWEET 3) ON SHEET I - U)"ll", Mo T (SEE SCHEDULE ON . 1 IV 0 0 1 ��q� 1 4 1 PLUS (SEE SCHEDULE ON 94M I 1) 1 .,- . .1 ;.r.0 . r SEE SCHEDULE ON SHEET �) - ,,.,._M,. ILI Mo L- I *I, MO. 4 1 ioLz� p� . - 1 4 1 .-.!%,'�O PANEL LINIGN I I SHUT 3) MR 'S- M.. "I , MR m " " � ! L I I "Ll Vm, .- - 1 ,� Im FOR ma (Su SCHEDULE : PANEL LENGTH % �l = orf-n PANEL UICT14 1, -_ - � ummi GAP Y-4n Mi. I _4`) I 11, I (SEE SCHEDULE It ,,,, I � I I I -_ IN 11 SEPARATION _1 � - ;j I- --I' - *I, - CL I : ON SHUT 3) (SEE SCHEDULE I i 2'.4' WOOD L I'll , PANEL LENGTH I ; SEP W. SIGN ; . I -1,, ON SHEET .3) PLATE KOUIRED 4 ) I (SU SCMEDULE a I I UM" 00 r-111 ON SHEET 3) =%4 1 MASS I Ss --- - ON 94M 3) =9 " - --I CL I I EXSPN9 .1 , - GLASS -_ ( - . I =1� - - � . =.%r"-,) EXIST' 4 -VL --'I I - ; - -Cl) - - . S& - - I I SEE SCHEDULE TO VIA - �___ I �, r To G5 , SEE SCHEDULE I --- - - I - " � --- V� -_ -- - T- I ON SHEET 3) - , 11 , - I ON : o I_ - - � - - .1 0 I I DIRECT MOUNT SPACER &A �_' I r I I I - ffA __ !__ _.- __ , - � I - i I SHUT 3) 1 50% 11 AV - - I - I I 1, -, * I ALTERN W. I 'L ' -- .- At, - -- __; � W OF I , ��..-_T.,_ OF 'L' : - 01� r - V` I I I � r - I I . IS i MAML _.", 117 1 1 MUS �-, I F- I � � * soki 3/8-1- 1 : 01-1 50011 or 'L < I , �'! V�;L "'� f i cf) . �vxll ON 94M 1 1 FOR MAX. PANEL LENGTHS A, I OF 'V I 01 - -6--ill if - I -E.D. /_�, ", : 50% I - : 0 12 1/2- O.0 : - n�4 � I SOX I I SEE -1, - _, ' - VAX . ..... .0 DES" LOADS FOR THIS INSTALLATION. I f_� - F .;�=j � I - __ - : OF 'L' I Of IL I "? I %%%%%%% LLLL%%% 14 i 0 12 11r , r. A - - , . I _..��. LENGTH I I 04- 0 0 ,��,'��' ,. ., Mo MUL ED I I I I t 0 12 1/2- O.0 '. I L I I - ", , - I .1�1�. I - : - . - I I - - - r 7L . " - I� � Is i I, . - 117 - 0 I I CD I , , I -3 L---J[- S/4' - QC, I I . t : I- - - - =3 , I . - I 151 I L : - ', 0 12 112 "L . . 1/0-mll I '. I Ll . , I - I :=z1f . - 1ID FNrl I l,kr WAII flOUS , I , . - 1: i --- ! 'CME . �.. -1 , . or P t E� L I � I ED '. St . .'A .. -0 i "C' ,� ".4F. .�,.._ I i i 11 - , I- I - , CONCRETE ANCHORS. I _/ CONCRETE = , �l . i 1, , - , I I I _ , , . ___Lj I I C: � . , � . ,�. " :,� _ (SEE SOO ! I EXISTING POURED 777'��L , �. �, �, 'I, I :L,,., (SEE SCHEDULE ON , --magrunnin Wow ANCHORS * * MM. - , :,, , , L'� - " ." L�"' SH ) ,/ q SHEETS 2 THROUGH So) , ` 2 ,/a- LOW MAX. ALLWOLM I I I � . 1.� - i I I . (R 11 " , � - -_ --- . _� . . Ull 9 THROUGH 10 _ AND PANEL I � I I 11 - I (SEE SO4MULE ON i L - -- j_jl4- b _ ".., IXGE OF WALL OR SW - - I i - I � 2 , I SHUT I 1) - ___ 2-.4- WOOD PLAT . L .L �". -_ STAGGERED W/ STUD ; ! CONCRETE ,&. � L , , '_ , 11- I * SPACERS 0 t=v O.C. VALID FOR I . WVCOL 11A NMY BE I Vr LESS �� I 0 " REQUIRED I L , ." KT_ CONDIT") "/ TING =10) - U. DESON I "I -, � rxe- Wow I L_ " on COWPOURED CONE! ETE LENGTHS PER SHEET 3. 1 � . - DECK REOUIRED CONCRETE ANCHORS REOUIRED. AM BLOCK R 2'W4' WOOD . 4 *12011% I I MO 4 A NESIRWOM FW0W ANY 'T, SCHEOULEON , , REOUtRED - ';' * * i L DAM moff cummemmy moomm go squ I q. � (SEE SCHED ON - - G* Nor WOW" ,_ LL " 1; MAX � - - - CIO OWN. ,., - _r. .O'Mn 51_�r I tSW ANCHORS _ EXISTING 1 v) NOLLUM a LOW 10 A on grom suiummus vrm t - , , .f� I - LOW, ALUMINUM SPACERS 0 1 WOOD ANCHORS - --- a (SEE SCHEDULE ON ED, - - - �:.,, 1/2- OC. (SEC TABU #1 ON PLATE REOLARED . WOOD4;VORS STUD . . _ , SHEET IT) . . IL 14. - I itA% R/ ;lWA EWMMM M BAO NEW19 . -1 . . _ , 2"X4' WOOD FESSAUE NO an j SHE" I 1) LILE SHEETS 9 THROUGH ,Q) - - � 1. I "N' w I- - ___ __ - SHUTS 9 & 10I) SHIFT 3 MAY SIR M F - --- - --- (SEE SCHEDULE ON Low m 14 Mix= ."llw _ _ , , _. " _' PLATE REQUIRED _L� - Ile = i � � . � : som I 1) awjpLr.D Writ I -:- __ , . I MA411111 0. 1 -- 2' On. - - � - - - " I I S.W 4 0 a) L (I) mumcm Aso OEM masm I i ; � CIEILING BUILD -OUT I %am 8 -ft -45 W. I I N` . - - : Cn All I INTING WALL MQUIN31ING /OIR W/SPACERS Iffig OR -0 I I-L t mes a A teirtmenom FROM LOU "m umns xuwm am - , GM MOUNTING ; (3) WOL 24 pa PARIS LENGTH a kwu To 0 :lm,� EGM 1 GO %"Mo =ft MM DAM Is i WALL MOUNTING 4 IRECT MOUNT ! WAMML SHIST I 1). I 3EGION-2 ff __ - I M. CULING AND FLOOR MOUNTING SCALE 3/8.,* SCALE 3/8-1* -2 SIMIJ. K 4 N&4M OR I ALIERNAMM 3W RulLip-Il UgaNG ICU (3) SIM ANAEL WIRMILMSON 4 ALTERNATIVE ZW I (411 1/26 UPC VACM COWOM IRA " Mo AN omm WOOD FrAm OUL SCAue 3/8-1, 1 SHUT L WFULIATKIN or I Iff LEND WOW OA Ill OLT SCALE 3/3-1* i WMIST PSIS MO MM I- 2 40 3 All allWM III( RIM � 11440010 SCALE 3/6-1 - " m T-Im summ AND THE 2020 (70 EDISON) or TWE FLOW SCALE 3/8-1- A) INUO MR WIND BURAING am zmn 1. 2 a 3 m I i i /;,;��V,F Kir!,-, . f4 0011001414", Sus-m It -- i I --4,.. " . . I "t\ ! 4 --`�rum :*.' , -,----- - , . I �.�, -- -f _l* I *�Cvys NOTEM, T!� Holm, � . . - T . /�;� :.�ly,;PN I I ""A"A"E" '" � �� o LIJ .1 . k??.., � �,-!�%s FLORIDA BUILDING CODE (Non Wftgh Valoolly tWu cons Zon*) N : A = . , 40"! - - � 4. I �Ci�!�_N�-qp -- ` NO. 44187 1. 1. FLORIDA BUILDING CODE (Nion High Val m - - - : ,7e %. k FLORIDA BUILDING CODE (Non Ifigh Volocity Nur cone Zone)l N07E FOR COMBINATION OF SECTIONS: 1, INSTAUA11ON ARE ONLY VAUD FOR MAX. A.S D 2 : . octty Hur cons Zone)l : amal, "I*=. Am. F.1'. '. :*! "I'm ?&= - It.. " i : : No. 44167 _` I � m1m "K, 24 GAGE GALVANIZED SIM STORM PANEL r.P. KOM FOR COMENISIALON OF SECTION : I� INSTALLATION ARE ONLY VALID FOR MM. ASO. / 'No. 44167 '-. 1 24 GAGE GALVANIZED STEEL STORM PANEL , TOP & BOTTOM MOUNTM" CAN BE DESIGN PRESSURE RATING Cp.z.f) AND PANEL LENGTHS '. - 24 GAGE GALVANIZED SUL STORM PANEL < com p DESIGN PRESSURE RATING (P.s.f) AND PANEL LE CTHS !*. : . no" 1. STATE OF �,Ci, S' � Mi i Sir " Sir ., TIT 1 . * COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .11 Of SECTIONS , . z /V/M* TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR N S - :*E /"/Nn INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD '10 am/AM z E.D. - EDGE DISTANCE , - * * MOM PROTECTION PRODUCTS, LLC. 0,11, (SEE SCHEDULE ON it lh% - - - - SHEETS 9 & 10) LITT ANY 1% Gle "'R, SAM IMME- 01. ASS --I- ..,,, 'i ' A""ow.WwA_.R,, 20-175 z TOP & BOTTOM MOUNTINGS CAN BE � - ?�L __ on --I- 12 - ,= 0,-%-'- 144)SM-7101L f0ill,- tW)�7*7 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD * 0 1W - 00-I-XIS .;am--,. )MIN -MIN. C"XIMM)"a-M, 20-175 DENSITY OF 0.55 OR EOLIAL - " , pf, MINSO &W. at sow - - ISM FOR COMEIMATION z . STATI 0 :�� GLOBAL PROTECTION PRODUCTS, I.I.C. '" 1110M COMBINED IN ANY WAY TO SUrr AW ALTERNATE 211i %1-.. _11ATE GLOBAL PROTECTION PRODUCTS, ". or DW: I MEMBERS 70 BE SOUTHERN PINE No 2, W1 SPECIFIC . - & _;��_ � COMBINED IN ANY WAY TO S c1l, * .0c. I 1 .7 _=_ -� Ve� �- . oft - - - - - WA - -P.. � S. S, snw t; � ��l . IS ,-c . INSTALLATION - . 10410 - - I I= . - - Ote S.. 6 1001117 �;� 4:56 Z�� z �__ �� ,� . V, . . , . _r/;�4 - - - - - - - _ MEMBERS TO BE SOUITHERN PINE No 2. W/ SPECIFIC - 2=2" - INSI'ALLATION. �� 46 ...... i":11 I?. IS .; -= _04ir-Z M&4)M-YU& hili. x", t , - . - . � ft N,4& i - - ONAMS, ft - IMANNO � < 0h=I0 "i - I DENSITY OF 0.55 OR EOLIAL �71§ CA-0110117111, - '. , I -_ M - in, I - I 11AHNOWOWAIMMOUREIMTE "A"M A. ?LIP - I 111014ill P_ Z.- - "i m I ! AN, I" I I RALME, 0, Tup A'.. PjL ."I 0-M I I I - FLORIDA UL J 441 p r . . I " -1 ! - n= .MI 1.4 si I I ; 1 RINGS 6 W is _____ -_ - , . FM9 . I I ��ole, _j I - I I I I _j a - SHEET NO. SH 1.3 POURS, CONCRETE. CONC` n BLOC- OR 2'.4- -000 FRAME REOUWED 1'I M6n � IF t2• o.0 Y st11lft. 2 11//Y- I ALLOYdl 60W. i A COAWL AHGLL " CASE A (PLAN) ;GALE END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REO.ULAR• LIFE 59ETY & E-Z HANG STORM PANEL I SYSTEMPOURED 1 1 C "5VARIES 4)10WFQ`.fv CO•ACRTE GLOOI OR FRALIF WL't iU 1112• ' Mhn POURED CONCRETE. 1 1 CONCRETE BLOC- O= /-�, I --+ 7. V.'. • 1 3/4• TAPCON AITCHOR • 12• IOC... 2 1/2' N ^ - 2•.4• IF000 FRAME `ij! DR® REQUIRED i Y. 1 {f i T 1 Y 7' m (ALTERNATE LEG LOCATTON 1 VARIES ' !r M. 97< L c131 2• 1 4rA- 1 . • LOSS' 2• - 5• . O53• ALw. ANGLE OR o6p' 3t 03-HIS• C7 �HLt, �! -1 - ` •� - �• I 1- "WI 1KIN 4" BENT PLATE ,r _..--►r.i-------- -_-.: N../OAP 1/4, 4 ax! .S• . 4' ..072' a 12• oC._ 3103-M14 an 0063-R ALLEY r/3rOR1AfT C.At AMI ANGLE CASE B (PLAN) CASE C (PLAN) SCAM SCALE 1/4'. 1' 15X - (MIN. PANEL OVERLAP BEYOND OPENINr WIOTH) POURED CONCRETE. COWOM BLOCK OR 7%4' WODD FRAME ,WOUNED % - BO DISTANCE I CASE E (PLAN) SCALE 1/4•.t• 2' a 3' '003. 3103 N-1. OP e TIOIU ALM CONT. ALW1 ANGLE WITH 1{4'• . , J/4• TAPODN O 12 O.C. T" III ). FAIL,` Asset nrrtt W� ('tl; -i POURED CONCRETE, CONCRETE I, BIOCX OR 2-.4• WOOD FRAME RLOURFJ CASE D PLAN) SCALE i/4'�•" q 1 OR ELCE m Ts T FEMALE ELCC vANE1.YATE \.ir •O ti.7 '�uACc C04CRE7, JfrsTING ,Rw Ar F..CU F NO OR fANf. n moa roP_ BcrO OR PANEEAMTE PWS (SEt vOLXWO mrsRClE, © ® OR ]•.•• u D SLUES F,Y QIJF ; SCHEWU ON SHEE14 9 CONCRED FRA bR - VA --I a. cR,W[ RWP+Eo L APRl.,A9.E ,c l r,) 2'.•• WOOD FTVWE !•' I.V. TRICOLORED 1 t 1 1 4 M.. 1 !--a -© 0R®,1 �'� I <' yedn W/ NIGIORED FIWFIE a CASE G(PP ,wlw •W�mRA • O`ER A. T%([/j 4 SCALE 1/4- 1- • 0O g=3� �.GENS ' N. VAJD FOR DIRECT MOUNT INSTALLATION ONLY B u erPc F ''. • CERTIFIED PANEL. INSTALLATION AT WALLS W/ No. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4' * : * i r ? FLORIDA BUILDING CODE Mon High velocity Nunkone Pone CASE F PLAN) - _ mm ixrm 4F.P. �L—.- % 9 C 24 GAGE GALVANIZED STEEL STORM PANEL SCALE t/r•.t• 's,O,nE; �[OR10P .`•��N?` Orr w: s'•Sc/� (L E C O INc GLOBAL PROTECTION PRODUCTS. LLC. 62 m Inn a ! (HMI�•rr WWAM1 •9m iW. 51 Si16t1 NRO TY n 3Nr 0-r n. 3vI• 20-175 I Don al -ARM ti 1110 n,_,ap IrfpNl (9!•NN-TS•A FN IWjM-am P C.- E sc." tAM Elo ,E =179-9 Rw ORAWRN Ho wm A IA.I Y. Pt IT a ,e 7 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR 5PACR& SCHEDULE FOR REGULAR STORM PANEL `,) INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 1OINSIALLATIONS AS PER ALTERNATIVES 1W THRU 41N, ON SHEETS B k 7) MAX. A.S D. DESIGN PRESSURE RATING (P.-f MAXIMUM ANCHORS SPACING FOR E.D. AS SHOWN ON SHEETS 6 k 7 APPLICABLE TO iERNA a ANY F THEN MAXIMUM PANEL LENGTH 1' (H TAPCON LAG SCREW PANELMATE FEMALE O PANEUAATE PLUS WOOD BUSHING 13- 13' IF 13, 13• _ T3" 13• 1W (TOP) /3• 73• tr 1W (Bt)ffDY) 6 I/2• 6 ,/Y 6 1/2• a 1/2' a 1/2' (1" - - 6 1/4•(aDtT•) s'Olo• a_ a' e' r - 0OM LESS _. lr 13• Ir Ir 13* III .b, -O OR LESS - WIr 13• ,r 13"MorrDM ,]• 1r 13,13' 8 1/2 • (1aP) tr Ir Ir1}• 6' IOU [BOTTdI) 6 1!r 6 1/r 6 1/2' 6 1n' 6 1/2• OOP) - 6 1/4, 12 1/2• 6 1/4• muff..)>a'-O' A 1 2 4• 5 IIT 6 fn' - (TOP) µ -4- 4 in' • I/2' r Y - 3w (eorloMM) TO 1/2* Is 1/2' 12' IY A. W (TOP) • SEE TABLE /1 FOR LAX. A.S.D. DESIGN LOADS N6 WX- PANEL LENGTHS WHEN SPACER IS USED. CORRESPONDING ONLY TO ALTERW(TE 2W ON SHEET B MAX. A.SC DESIGN PRESSURE RATING (c.Rr) MAXIMUM ANCHORS SPACING FOR LET AS SHOWN ON SHEETS 6 d 7 APPLICABLE TALZTYE,PANEL a ANY COMBINATION OF THEM WVIMl1M LENGTH L• TAPCON LAG SCREW PANELVATE FEMALE ID PANELMATE PLUS WOOD BUSHING u- 13' 1 a 1 r 1 ] IOU DP) Ir 13• tr Ir r 1W (WITOM) 6 1/2- 6 1/2• 9 1/2• 6 1/2• a t/t• pw (TOP) - - 6 1/4• 12 1/2• 6 1/4• The Mr.-) S'�-0' -- r 7 1/2• B• e• ..__ Ar LESS 7 1/2- or B• r - 3W (Ilommo Ir 13' Ir Ir 13- _ >«Is, -45 7D .75, -75 Ir Ir 13" Ir U• 4W (BOTTOM) tr Ir Ir it to' Ite (RIP) ,r Ir is" Ir 6 Ile tr (BOTTOM) 6 1/2• 6 1/2• 6 1/2• 6 1/2• 61n' (TOP) - - 6 I/4' 12 1/2* Is 1/4- (son'.) >5 -0• r 1/2' S• 7 1/2' 7 1n' S• 5 1/Y e• e• - 3W (BOTTOM) 13' ,2' 73• t!• S 1n' 4W Oap) _ ,3• _ _3_ ____ _ ,7`_— '3• .-_ t0' 4W (BOTTOM) • SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS k MAX . PANEL LENGTHS WHEN SPACER sy IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 JMLLAL A A.S.D. DESIGN WAD YA)SM PANEL LENGM 40 PSF OR LESS > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE fp0ALE to OR PANEL MATE PLUS ANCHORS x W/ SP�(IFIEA-VA& 1/2 O.C. ER A. T JU/r. 3P. �GEN S 9 FLORIDA BUILDING CODE (Non Nth Velocity NUT Done Zonl N 44167 1a nttm Ae'. 24 GAGE GALVANIZED STEEL STORM PANEL 6RMA'N'er, S p 7 C n ne2e _ GLOBAL PROTECTION PRODUCTS LLC. ' ATE of •' Ti L E� C O L.c TE PL>< am S r 5, SRHT Iz�OF' RICO, : t1 .�Ly nLa TOP` urea a tNP�l,lcps,�4eew��1�1� atc rL 353t 4�dSf"......"tC1V\ , - •,'•• ueN� .aio .mow, m-,u. naNE (95.)Na-7w. TAX. E96+xw-•m 20-175 'IF1V L) G-110067f9 ROOM rr / j4 III/II.A IYIE/DAR rAL)7R A T%111 Jr. PE r .AEI 11 P 11 iNSTAL•LATION DETAILS FOR LIFE 5AFFTY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4Y tAPGON E)5T,NG POURED r /T'r 1APC•OH _ _ EXLSTiNG POURED ANC/OR P r OX CONCRETE OR ANCHOR 4 9 ] CONCRETE OR CONCRETE BLOCK CONCRET�2; K REOUNIED. REONREO I r II/a' - If2• )1/4' GLASS EXISTING POURED CO. CONCRETE OR CONCRETE BLOCK REOUXREO 1/4 Is PNNELMATE PLUS ANCHOR O 12 1/2' OC • SEE SHOM 15 A 1f FOR ANCHORS TYPE a SPACES FOR MSFA1,-1ONS Wo WOOD FRANK SEAM=. Y••Kr ANCNDII SPAGN6S AND Y'NI'AA EDGE D1670 CE ARE N(WT[D ON THIS SCHEDULE, TOR E.0 LESS TWW INDICATED ON SCHEDULE REDUCE ANCHOR SFACM By WATPLYWC SPACING SHORN Oh SCHEDULE BY THE FOLLDWIS FACTORS FOR THIS OPERATION TO K rOS4HE. REDUCED SPACMG 01110104D LYING FACTOR SOUL IKR BE LESS THOU AWMIRA 9PA[r0 INDICATED FOR EACH A1D4011 TYPE ON t4R5 SCHED+LF. ANCHOR TIDE _ iNmN _ PLUSSHi� .LYrmlw .N_•HOR WK" ORJ 3 1 N--wroM lorr,Rw a-) 3 3 II,1AA[, R I CrlewM THEM LTV J a 1A2 AMK WK mores IOU fAm ea9 - 13s T 1 4 e i A j t e ■ a =l EX,SnNG POURED) CONCRETE OP CONCRETE BLOFi - RE.OIXRED,,�g��A�A•,,eeUI4ee ' ++1PRINIM 1/4'. INNELMAtE r ANCHOR (BEYDND,1 WALL MOUNTINGS SCALE 3/8-1' r 3� ��•�CENSF: �'�9'' * ' * : W. o' STATE Q 50•. P 0 01 R r AlE d 4 F •.. J �• 0 Q~ InuN441NP. , PE YA/9aNRr[/OAl[ a 1 _ R.S IRE W , I 1 MAX i 6• PANEL LENGTH 1 (SEE ELEVATION 1 ON SHEET t2) I SECTION R-38 O LIFE SAFETY PA(y�L P2eto 1A/Ete. AND 24 GAGE GALVANIZED STEEL STORM PANEL 6WYA"I,, L E CGLOBAL PROTECTION PRODUCTS. U.C. O1/a mee •W0 3.W 5, STKET 20-175 aa r 2.A YRsw •Mesa W mw• N a+ -we m-.w 2 vat wOl'c: (aS.Nw-rw• FA% t9a•)ae-a2n ! MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.0.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE I FOR REGULAR STORM PANEL I INSTALLATIONS INTO CONCRETE DIE CONCRETE BLOCK (VALJO ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 h 5) STRUCTURES MAX. 0.5.0. PRESSURE RAnNC (P -1) MAXAKIM ANCHOtS SPACING FOR MN E.D. PER SCHEDULE BELOW m XE I a ANY or T/E4�' MAXN11U4 PANEL LE/KTH L 00 MAX. AS.D. DESIGN PRESSURE RATING (PI r.) MAIOLIItY ANCHORS NG SPACIDESIGN TOTE YN E.D. PER SCHEDULE BELOW m ICJIGLE a ANY 1b111rBeNA010tt MAM4UM PANEL tENO1N i' (,E) TA4NDN SOLID -SET PANEILMTE FEMALE Id PANEUMTE PLUS lAWf.-NAR1N C4LLK-N TAPCON SOLD -BET PANELMA,E FEMALE ID PAtALWTE PEIJ$ 2/AAAC-NN19/ CNl1-W t mlmCo4CRTE m c�tE 1 10ro ,i iDOWRR ro ro �,r,.,,,. 1'-"-"' ro ro ro m INTO W m Comm ♦45. -45 � Ar 13• 13• 13• 13 13• Ir IY ,3• 13• 13• 1 W I (TOP 6,-r 011 LESS .45, -45 TO •AS, _65 3' U' 13' 131 Ir TS• tr Ir 13• ,r tr tr ITT 1n I (top) S'-6- OR LESS I]' 1]' ,]- U• t3' 13, t3• 13• tr t3• Ir I3• 1 (BOITOII) ,]' lY ,!' tJ' Ar Ir tr tr tY I3' 11 1/2 T (BOTTOM) Ir is, 13• IY tr 13• Ir 13' 13• it Ir or 2 VOM 13' 13• Ir Ir Ir 13, ,r Ir Ir Ir Ir 11 t/2 2 OOP) lr 1r tr Ir �r 13' 13' 13• Ir it Ir Ir 2 (BOTTOM) fr Ir Ir 1r 13' I3' Ir 13• Ir 13' 13' 11 I/2 2 (BOTTOM) 13• 13' it ,r I]• Ir 1r 13' td' ,3' t3' 1!• ] (1aP) 1!' 1r ,3' U• 1]' tJ' t]' 13' tr Ir Ir 1 1 n 5 crop) 12 1/2 12 1/2 6 1/Y 6 1/4' 2 1/ 12 If - - 6 t/4' 6 1/4' 3 (BOTTOM) - - 2 1/2-12 1/2 6 1/1• 6 1/4` 2 tn•12 i/2 - - 6 I/f• 6 I/4' 3 (BOTTOM) e' 6' r r e' r r a r a' r T 1/2. 4 (TCP) a' 5 Ilr 6• a• r 6 In' r 7 1/r r r 6 5• 4 (TOP) r - e - a' - r - e' - e• - (eonah 6_ lr - � a - r - r - a' - - e - 4 (BOTTOM) Ir 1r /r /r 1r Ir �U• 1]• ,r ,r 13• I7!'. 5 (TOP) Ir -1J• 13• it ,3• lr 13- tr tr Ir It ,n 5 (w) tr 13• Ir 1r 13. Ir 1r Ir Ir Ir UtOTTOM) 13• ,r 13' it Ir Ir ,r 13, it _ _ Ir Ir it I12 D (BOTTOM) s 90-F U_ - it Ir Ir 13• Ir Ir Ir Ir - Ir 1r 13• 6 OOP) Ir Ir Ir Ir tr Ir Ir tr Ir fir_ v- 13 n 1n - a 1/f" t 1/4' 6 / 4• 6 //r - - - - a 1/4' 6 1/a' a (801T.••) - _ 6 //{' 6 TIC 6 Ile 5 1/4' - _ - - 6 Ifs• 6 1/4. 6 (BOir.-) 13• S• Ir to 1/2 Ir T I]• r 7 1/2 5 ,n Ir 4 In' i (TOP) >6H�, 14 Nd' 1J' a• Ir Ir Ir a 1 r Ir a 1f 9 1/Y 6 In Ir S 1 , (TOP) TO ] • I• 9 I n , t 9: / 1 1 o 7 7 ,r r 1 t10nW /r 7 /2' 1• s 1r I' ! 1 D T r 1 o I 1• a• u 6 1 n TTOY (BD ) ,]• r w o 1 ,]- r u• r T ,/2 5 v: +r 4 1 n - x crop) ,r r Ir ,r ,r e t n tr Ilr 6 / 9 t /r 6 Ilr ! ,r 5 t ' n 2 crap) it 7• Ir 13, ,Y 9 1/2 1r 9 1/2 ,0 1/2 7 1/2 Ir 6 1n• 2 (BOTTOM) Ir 7 1/r tY - 13• Ir to• tr to' 11' W Er Ilr2 (BOTTOM) Ir 7• Ir 13' ,r 9-1/2 13' 9 1/2 10 1/2 7 In 13• 6 1/2* 3 (TOP) tr 7 tn' 1}' U• Is,/r tr 10• 11• rIr6 1/2' ! (TOP) +2 1/2 ,2 A e 1/4• a f/{• 2 1/2' 6 1/4• - - 4 t/4• 6 1/4• 3 (BOTTOM) - - 2 /n 2 1/2 6 1/4' 6 1/4' 2 t 12 In - - e t/4• 6 1/4• ] (BOTTOM) Y J• e' 5 t/2' r 3 1/2• r 4' 4 1/2• 3• 5 1/Y r (LOP) i t/Y 3' r r Y 4• 6' 4' 4 fn• 3 1/r a 1/2• 3• 4 (TOP) Ir - e - s 5 1/2" - 1 1/2• _• (IOTTOIQ e• - r _ a' - r - 5 Ilr - 7 1/2 - (BOTTOM) /r 7 Is, 13• Ir 0 1/Y tr a ,/Y O 1/2 7 1/2• 11 6' 5 POP) 13• a ,/r lr Ir ,r ,r it to' it' a' ,r 6 1/2T(Td) 13• 7• lr Ir jr 9 Ilr 3' 9 1/2' 0 1/2. 7 Ilr Ir 6 Ilr 5 (BOTTOM) tr a I1r Ir tr tr To. Ir to• 11' r 1]' . 1/Y,r 5' Ir 0 1/2 tr r tT r 7 1/2• 5 t/Y tr 4 1/2 6 (TOR) 13' a• ,r I]• I}• A 1/2' 13 6 ,/2' 9 1/Y 6 1/2' 1J' S If2 OOP) e 1/4' a 1/4• a 1/4' S 1/4 6 1/4' 6 1/1' 8 (e07T-) - - 6 1/{` 6 1/4• 6 1/.- 6 1/4• - 5 1/4' 6 1/1' 4 (90TTY) 3' VAX. ID.M..02 . -'• wN. O or ( TAM I IAAE RMDan DH Id SCHEDULE FDA ED Pi— SPADIIIG SNDW O. SSW. REDUCED SPI )CAT ED FOR [ p ANCHOR TYPE IR614>< PLAN En4c-•Ter au-N 3 21n• 2 I/z 3 A lip 3 I/Y 9.6E ,ae ---'. � /1 FOR MAX. 9 't USED. ff). �': TATE O�r•. [DROOP.• s TABLE At A A.S.D.DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6.-e• > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS 8 W// SPACER AT 12 1/2. O.C. ANCHORS (SEE SECTIONS 6 ALTERNATNES ON SHEETS 13, 14, 15 616) R-IA/13, R-2A/13, R-3A/14, R-18/13, R-28/13. R-38/14, R-TAW/13, R-2AW/15, R-SAW/15. R-1BW/15. R-2BW/15, R-3810I O O O O O l ! i i I, 1 I 24 GAGE GALVANIZED STEEL STORM PANEL -, Mww'ar. L ETC O \ GLOBAL PROTECTION PRODUCTS, LLC. PTn711` ENc. •900 it S, 511FA D`"E• a,• nRc NG • LN0IMEEIWNO C04OAMY ., r mA ,eN aYerrt 4Pw I -.I- . am n,.,n, .Las (e6•jew-7u5. TAR .A.-n9r 20-175 d-Om6�-'T9-'u r MHWG IY. m 17'•a OW 9 Or ,e fill A 1MIAI x_ PC OND4 i v L/2 B9n f i / IY-20Ni•S.S. BOLTS WNQ_ l• O I (USE PANEL LENOTH '\ ^ PANELL LENG.- V REGULAR STOW PANEL , REGULAR STORM PANEL j e'-s O ♦400. -40.0 p.,,t (W/ OVERLAP MO PANEL LENGTH BOLT) ------------------------ i LIFE SAFELY 1 OA4 PANEL OVER O MID P -54 ELL P...r (W/0 OVERLAP MID PANEL LENGTH BOLT �-: 1/4:-20.1• --0_ - - _ _ i I�A 115E 2'-8- WN, PANEL LENGTH AT NL MOANTINGS ---% I Al E11 VWlR1.AP 12 (ti I I 0 LIFE SAFETY t C P(L BOTTOM CORNERS O D.M. 3 O,EIaM- _ OVERLAP orO WIND NUT AT Se I,vn WING MITT AT r MIA% LEFT PANEL RICH: PANEL 3' 4A1( t INSTALLATIONS ONLY VAA FDR W1ND I' MAN, R-1A/13, R-2A/13. R-U/14, R-16/13. R-28/13, R-38/14, t' YIN. SPEED UP TO 170 R-UAW/,S, R-PAW/15, R-3AW/16. R-18W/15, R-28W/15, R-38W/16. ANCHORS (BEE SECTIONS a ALTERNATVE5 ON SHEETS 13. 11. 15 a16) 1/4' MAX. GAP LIFE SAFETY STORM PANEL I) ELEVATION (t) 2•�„ SCALE 1/4".1• O REG" REGULAR STORM PANEL (MIN 0(tRLAP .1 ww teeLLT) ■ STORM PANEL I 1 ... /!� wX GAP-ovERLAPsk' �1C `�9s •. - fa = * LIFE SAFETY PANEL i j * r # ; FLORIDA BUILDING CODE Non High VE EXTE � A -A SCALE t 4".1' :iSK2 PL. 5[AL/9NMTMW/pAT[ _ _ __ .. L ECOGLOBAL TALL ,CGNPANY•am +-. tmi-'•a��. a°iva 1'L G 000AT1Y wLFER A KUUY i PEMORK M H16T 24 GAGE G+LLVANIZED STEEL STORM PANEL 6r„Iri PROTECTION PRODUCTS, LLC. S,r. ]I SfPE.fT w,1[, n ]33+/ PHaIL rosA)Etr-7r3, P.tL Jwlew-6Rr OinOnESECTION 20-175 0W,e1,0 M•: — WeII ,2 O to INSTALLATION DETAILS FOR LIFE SAFETY PANEL i INTO WOOD STRUCTURES WOOD HEADER I iY HEADER WOOD SEAM �. f 1 Wppp�11EAOFR - 41OU RED AfOU RED I - TFECIRRED 'aC kEEGODU I � t--- 1/.-. TAPCON ' - t '/4: TAPCO+ ;- ---- .. ,/4'e TARCON II i 4•• TAPCON ANCHOR O 9. O C. ANCHOR O 99'�' O.0 - ANCHOR O 9. OCC I O 9. O.C. 120 1/2• 1 11/4 MAX -t/Y 11/4• In• 1/4• "1/2- ),/p Mtn. 1 u I M.n N''.I � N•• � 1 I I 1 I ! 1 1 � 1 1 F I01 T � i LJ� 6 I n•P-2r1• � I t II I ( +/A'rao.,• EX,Sny1pR - i SYTOM 0M 1-P7 E.r1wG_IT f �.' t - I ... ulRaMr� G1A55 'u OAIlRNa,01 F% ' ✓ I e A 4 0 G. u ` .. A M ` a•wx _.- 1• (+S I'� -•• CLASS_ a GLASS i MAY p PANEL LENGTH I PANEL LEND7H R— -- p -r 'L' MDR. a - F ` (SEE ELEVATION 6 tl 1- .. 11 PANEL LENGTH (SEE ELEVATION II I .WAM SEE ELEVATION e 1 PANOL ON SHEET 72) :1 _ —•-_ FlEhILTla04 _ I ; ON BnEET +2, _ II t ON SHEET 12) i i_ 9 j ' 1� 1 II 1 AINTiO1 -O M TO GLASS. v2 ►----SDP-- ARA71O1 t T- t O GLASS. 1 t v: , ,r _ 9 r e® EG- ..: i-. ; �fi ,n-6• 0 TO GLASS 1 0 a. ` r a I I I ,... ED .`1 EL 1 1 J� 1 1 LL lElf. .. Y_ ea EO E0. IRE r !_.+., I _.i� 2'K4` WGL70 .. I,' ♦ u I oc 0 ,4 �++ i'r9 u ..J PLATE ]if • F-�" IRE r.0 • q + 1 4'A TAPCON 1 1jf•• TAPCON REOURWp - `+ �1'9 TAPCON PLAT' WOOD h Pc 1 ANCHOR O 9` 0 C- 1 ANCHOR O 9' O G. AmrOR O r O.0 PLATE STAGGEREC W/ STUD STAGGERED W/ STUD REOVrREO _.1/4: TAPCON 1 MCI" • 9. O.C. Pu*E w00C ) _...-PUT; WOW i - ! REOUNEU REQUIRED ALTERNATIVE R-UAW ALTERNATIVE R-i8 ALTERNATIYE R-2AW ALTERNATIVE R-28W O REGULAR PANELS �ilfLSSEETY PANEL O REGULAR PANELS O LIFE SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS ...Illlll,rlrl„•, 5[µC 3/6-1• •filpl�•P A. TIN(/l .p SCALE 3/11 ✓ r• +3?:' ICENS '' 9 S FLORIDA BUILDING CODE (Non Nigh VelocityHurraone Zone) NOTES t, INS7ALIAnON ARE ONLY VALID FOR A.S.O. DESIGN = 0.4416 7 L z 47mo TX11w ec. 24 GAGE GALVANIZED STEEL STORM PANEL oRA.�'er PRESSURE RATINGS (P•9.1) AND PANEL LENGTHS AS * * . Or/77/POUT PRO PRODUCTS, GLOBAL PROTECTION CTS LLC. PER ELEVATION N H F lEV i10N 0 SHEET 12. ': •o'• STATE 0 F 110 E C O INc. DATE 2. FOR NEW WOOD FRAME CONS'RuCTtON. WOOD % 9'• F • XAY •eop S.W. 51 STREI MEMBERS TO RE SOUTHERN PINE No 2. W/ SPECIFIC '�., OH;• ., [ QR10 � 31N :. r ,N FRww 4TReaa A 91. DLNE, ti a33u 20-175 �,F�7fT zn n,•,�IAM r , /Am sn-IM, PIKRK:. t96A)N9-750. FAR (es•N64-6747 DENSITY OF 0.55 OR EOLIAL ISJ " -+` + •w...., p1r.,o .LION, CA-00c4119 �•� t I M,aKrtXITE •-. r e. — r FAA1/1/N111� -In A OUP M.. PE m n•'N • NeXT 15 OF 1. i 1/4•0 TAPCON EXISTING POURED ANCHOR O 9 O.0 CONCRETE OR %. CONCRETE BLOCK REOUNtED. i!) T 1/2• 1/4' Ilfl WX f EA• / I i T N EX61PICy LASS : u n n 1 N I1 fl 1' Mi, ESIG PRESSURE RATING .o.f) AND CORRESEQIJDING MAXIMUM ANCHOR SPACING AR STORM PANEL j]INSTALLATIONS INTO CONCRETE &CONCRETE BLOCK STRUCTURES VAUD ONLY FOR PANEL) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 h 5) PER SCHEDULE BELOW Or ApPL1FANE TO CIO TNUN MAXIMUTA LENGTH (it) MA%. A5.0. DESIGN PRESSURE (O.IID) MAXIMUM ANCHORS SPACING FOR YIN E.D. PER SCHEDULE BELOW APPLICABLE me COOwBelA710N THEM IAA%14 Al LENGTH (_) , � 2A1NC-NNLIN CALK-N TAPCON SOUO-SET PA VALEaSEtCTI01 PLPNNEL P P�115h ZAMAC-N+ALN CRX-IN CQmCmm f m,NCTR1 ro Cte�iL IfRR ro W m m m m 13• tJ' tT 1J' 10' i (,OP) OR I� TO-76 ♦ILA-naa f3' S• /S• 10 t/i I]' 0 In` 13' 6 1/2 7 Ilr 5 1/2• 1r 4 1/2' 1 on Lm >6 r-6 13' is' 1Y 13• to* , (90ROY) 1]' 6 ,/Y 13• Ir 13• r Ir r tr 7 Ilr Ir r I (owTow) ,r Ir Ir Ir to' 2 (TOP) Ir r 1r to 1n it 6 1/2• Ir 6 1/r 7 tn' 3 1/2• t3' • /n• 2 (TOP) +r ,3 Ir ,r to' 2 (aOTToM) Ir r Ir Ir ,r 9 1/2 ,r 9 t/r 10 t/Y 7 1/2' 13• 6 ,/2. 2 (BOTTOM) I • Ir , , • t0• 3 TOP) Ir r 1]• 1r 1 9 1 1r 9 1 2 1 I 0 7 1 • 2 7J' 6• 3 12 ,/r - - 6 I/4• 6 1/A' S (a17TT0Y) - - 2l/2 2 1/2 6 7/r 6 ,/4' 2 T/2. 6 ,/{• - - 6 1/4• 6 1/4' 3 (BOTTOM) 6 Ilr Y S• a' 4 1/7' 4 (TOP) 7• r r S I/2• 7' S t/r r 4' 4 1/2• r a 1/2• 2 1/z' ♦ tt!) B' B• - a• -- . (BOTTOM) _ e• - e tn• - a' - !" - S ,n' - Y - - I (BOrtOY) 13' Ir it ,r 10• 3 (TOP) Ir 9 In• Ir ,r Ir 9' Ir 9' 10• 7 Ilr 13• 6' (Top) Ir 7r ,2" tr to* S (eDTTOIQ tr r t]• t]• 1r 9 //r I3' 8 ln' 10 ,n 7 ,n• 1]' 6• S (BOTTOM) 73' tr /3' to' 6 {TOP) U• r Ir 0 In tY a t/2' Ir 6 1/Y T 1/Y S ,n' 1r 4 ln• a OOP) / / OlorT -) 0 I/P a, 4 6 Ile 6 1 4• a ,/4• 6 1 4• 6 t 4 6, I s (Ban Tr ,I` r IF 6 1/2 , (TOP) >6,-6_ TO 8 -W Ir r IJ' 0 1/2 Ir 6 1/2• Ir a 1 7 ,/r 5 I/2` Ir 4 1/2• , (TOP) to 1/2 1 1 e' Ir Y 1 (e0T1011) Ir • t/r it Ir 1r 9• Ir r to, 1 ,n' 13' 6' 1 teolmM) to' IT- e' 13• 6 1/2' 2 (TOP) Ir 51 U' to 1/ tr a +n• lr 6 ,/r 7 ,72• S V2• I]• 4 ,n• x OOP) 10 I/ II , 6• Ir 7• 2 (BOTTOM) - Ir r tr 13• 13• 9 t/2• tr 9 1/2' .10 1/2. 7 1/2• Ir 6 1/2. 2 (BOTTOM) 10 1/2-11 In a• 13' r ]OOP) - U- r Ir Ir Ir • ,/2' t3' 9 1/2-10 1/2 7 7/r 13• a' 3 (OP) - - - - 5 1/4" 6 1/4' }(BOTTOM) - - 2 1/2. 12 1/2 6 1/4• 6 1/4 2 1/2' 6 1/C _ - a 1/4• 6 ,f{' 3 (BOTfOl1) r 1/2' S' 3 'n• 7' r 4 (.yTO•P.�) r r r S 1/2" 7• 3 117' a` 4• 4 1/Y r 6 Vr 2 1/2' 4 (TOP) - e• - r - p - \.`•"..-) r - 8 1/2- - 6• - r - 5 in• - Y - 4 (BORON) 10 1/2-11 , r Ir 7' S (TIiI) Ir a Ix it Ir IF 9' 13, r 10• 7 I/2' 13" 6• (TOP) (BOTTOM) ,r r ,J' 1]' 13, a 1/2• 1r 9 //2' O t/2' 7 ,n• ,]' 6' S (BOTTOM) to fn , 1 a• U• 7• 6 OOP) tY 5' I3• 13• 6 1/2' 1Y 6 In• 7 1/2- 15 tn• 73" 4 1/2• (TOR) 6 1/4` 6 A/1' 6 (BOR•`) 6 If4' a 1/4• a t {' 6 1/C 6 t/1' t 1/4• 6 (IIOTT••) no .000 nvm @team TO ON TWS SOTUARL FOR, ED. mTe.LYRIr SPACING so" ON : POSSIRE. REDUCED SPOCeIi A 71:O FOR tAON ANCKR "PE - PMe IAMC-NMr OEM,-N 3 2 'n• 2 1n 3 3 1/r ] 3 +A2 3 s/9• E TABLE �I FOR MAX. R ® IS USED. TAI�41 A A.S.D. DESIGN WAD 1tA1011UN PANEL LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF W-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS ItfN•11HnnnM W/ SOLID SET ANCHORS & W/ Dail SPACER AT 12 1/2- O.C. �"METE A. VGENS '' ✓� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone • 0. 44167 = `'1°QD 1L1°'°' A'C 24 GAGE GALVANIZED STEEL STORM PANEL STATE z -= - / IL ECOINC. GLOBAL PROTECTION PRODUCTS, LLC. OR-'w. }OrE �[ORIOP :'�Tj2vK * allo . c�m"Y..Nraaw oaEE x13�� 20-175 a 4A' -mow- ENRAIjScw„ua/V,rz _.- i n,_ r� n,-,an EY ac Les•pep-Fa.e Or (66•)Tee-s n ' Wwo r.. u.aooer l9 u�r-w .N'Ei A TAtfT M. PC norm. 4 n F��N/ ow 16 Y Is INSTALLATION DETAILS FOR LIFE SAFETY PANEL i) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCON EXSTING POURED 1/4.0 TAPCON EXISTING POURED 1/1: TAPCON EX15rING POURED ANCHOR O 9' OZ. CONCRETE OR ANCHOR O r O.C. CONCRETE OR ANCHOR O 9. O.0 CONCRETE OR // 1. CONCRETE BLOC- / CONCRETE BLOCK CONCRETE BLOCK . REQUIRED. REWIRED. RECLAIM. N# l CI 0 2 1 , 1/2 N�,�/2- 1/�4• - --- 1/4- E.D* , f DO YY 1 /- 1 !1 : 9 1' min. I �If p O II I i (1 9•-SEPARATION, I 1 M.^ I i1- EXISTV�6 t0 GLASS. 1 ,/.'P-Po-.• N 1 1/4ti-A,f• ETIRT R- SEaARAT10N I IRE a EXtSNHG-4i 'T 'at. en29- _ OLAss 9 To CdAss. ficA�snAitf rota Peak ein Y-C C i Ar EA cuss / i ti raLa6rrraw q i i Ai a aWwAA' 6 1 II 1 Tom an Y!n N 1 I T - f Il ; R 1 ' Itf 1 I 'L• MIX. o i 't' MA%. D I F 1 'r-' MAx_ r ' •L• MAX. PANEL LENGTH A - 1 6• PANEL LENGTH II I PANEL. LENGTH p - SEEON SELETATt� R 1 6• PANEL UHDFN .. 1 (SEE H ET 12) yy ,JI .f _... (SEE ELEVATION 12T u I (BEE ELEVATION H ' ____ 0 .T _ _ _ -. ON SHEET t2\ ,I /' MITT. t ON SHElT 12) I 1 _. 1 ON STILLY 12) y I I q /0 CIA55. 1 11 1 1 e'IF ED.°% LD-° j -{ A9-��,� E.O• l 1 E.D.• I � I 1 oC2+/t I •WAIF V I I 1 to 1 EQ 1- 3/4 :, J I I _ I 1 EO }, __� IOIM3 •'Y.S ED - �S ,QI 4•MS 90LR J, ITS 1 � � • 19 •n OC. I' ..)/4.1 TAPCON 1/4: TAPCON 1/4'4 TN'CON 1 1/4'f TAPCON ANCHOI O B' O.0 ANCHOR O r O.C. ANCHOR O 9' CC ANCHOR a 9. O.C. EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISnNC POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLACK REOL-RED CONCRETE BLOCK REQUIRED CONCRETE BLOCK REOUNIED CONCRETE BLOCK PEED. SECTION R-1A SECTION R-18 5=110Hg� SECTION R-28 O REGULAR PANELS O LJFE SAFETY PANEL O REGULA—EELS O LIFE SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS SCALE 3/6-!- •M.a4uuRNN„•_ SCALE 3/a.1' SEE SHEETS 15 a 16 FOR AAX.HORS ANCHOR 1191 I/4'• Pr PE a S."G OR INSTAUATUM -WO WPM WOW FRAME BUADIN25 IFNINi:N A,NCrILW SPACT.C3 .0 MIN.- I.IIY1r I90TIM WYCnO ILL-) 3 •4ewer6rN oFIW.W chi 3 EDGE DISTANCE ARE INDUTED ON TH6 SOAR 1 CDR ED. LESS THAN PAIC.FED ON SCHEDLLE REDUCE ANCHOR SPACM unAF,aarl ORrw, 0, W 3 B, NU:I,A+ING SPACIAL 5,P3WN 011 SCHEDul B, n,E EOi0wW0 FACTO% AaWI ou olaMtN Ito) rAOM _ tn• = 1/2'-- p3e _Wp FOR lWS OpEgriXlk m u POSSEL REDUCED SPAM OB,ANO LAM Acura swlt MBE a tan IMAM 3• ----.- - -MUN SPACMO 9=am to EACH ANC,OR TYPE O4 tHIS SCMEOLLG Air: vGENSF �P✓� ;s • No. 44167 a = : * � P2o2o nlrm. INc S STATE OF 'Q. A ' 4 //- ''''� a S/DIALIECO L" 'L//�.', / Itmwrgro BUILDING CODE (Mon High Velocity Nurr(cons Zon 24 GAGE GALVANIZED STEEL STORY PANEL rr. OR- n` OBAL PROTECTION PRODUCTS, U.C. 0/n'a m... •em SW. St STNW DOME' R =14 20-175 nIO[' M34)tl-75R. FAX: t9e•)eN-9R7 t a6 r- o m r 0N.a M. J O/ N i of 0, a L c Et c a V 3 La sip 61 0 CD A O LL � NY - INSTALLATION DETAILS INTO FOR UFE SAFETY PANEL WOOD STRUCTURES •J_; W000 HEADER °. 1 4.6 TAPCON .. i_ WOOD HEADER REQUIRED I 14'6 T/WC011 _ ox O.0 _Q 1/4' 1 N 1 I 1 L ILIIT � ) i `J I n I 1 R -XSTt,((j f 1 1 1�'1.1-7fl,11' I 6 1/1•Y-3O1' 1 A K R W GLASS p pI�ITs W !%151 11 D 11 t %, MAX -_� PANEL LENGTH u 1 Y' MAX ` -_ 6. PANEL LENGTH I , (SEE ELEVA170F1 ON SHEET 12) N ( (SEE ELEVATION 11 _T- _.__ I ON SHEET 12) E I ILL I 11 1 1�) N o1A45' 1 VJ It I• ten I 11-� SEPNTATION-- I \J R IitASS. + s. • 1 _ _..�+ L/2 .I, 3V ITO EO 4- V '. I e a V't 6c E'G. EO. , 2'.4' WOOD 2i4• W00D_ _ PLATE PLATE - RECURRED - _ 1/4-0 PANEILMAX PLUS �0 1/4-0 PANELMA PLUS ANCHOR O 12 ln• O.0 i ANCHOR O 12 1/2. O.0 ALTERNATIVE R-3AW 2HESEL!LE�_PANELi ALTERNATIVE R-3BW O LIFE SAFETY PANEL WALL MOUNTINGS uurH,y A. SCALE 3/8- I' 1Ea .tP�V?:•• JGEN,�(:•I/'9�si zNo. 44167 - FLORIDA BUILDING CODE (Non High Ye141c1 Nurrkone Zone NOTES 's 1t : * .2010 ,ERGO. •X 24 GAGE GALVANIZED STEEL STORY PAl1El. FA T. INSTALLATION ARE ONLY vwD FOR MAX. A.s.D. I N PRESSURE RA .T AN PANEL DESIGN ESSU E CS e D EL m ) TI LENGTHS AS PER ELEVA ON ON SHEET 1 2 = .o'•, STATE OF ; �4 f =9 f *-- . %O C OR •, A• y� GLOBAL PROTECTION ORAL PRODUCTS LLC. I C O ewrt L E IN 61wnN sr 1'nnno 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD 4 /A SJONAL EN mTNo A Ognl,= MNO COYIWr Lem sm 51 STREET MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 4r11N14HUMM"t / .. N•- a. r Am. 4•I®4 a a,w DIAL n. 1311. IN.. I>m!._',_,As neN n•_,u P,RXNE iP541�75n. 1Ac (eaMr-em 20-175 DENSITY OF 0.55 OR EQUAL ' - R. rA-coee- 4P.. vW r rew. r 1aR4.16 R• PE SEAL/SY. TORE/TMTE IIATE11 A TLLR M; P' , m ,7-,•R R • SIEEr's or 14 - Q) O O S� Cu -0 � j I` o (� 0 CQ � CAI -m O O O - �r LL 4. V VJ (D CU p �v� _� O S^� a. •_ U) Q W > O Q ) CIO O 0- U aaaaaaa� /� V / CIO W a Z Z Q J SHEET NO. S H 1.4 •P EZi/is, EZ1w/18 ANCHORS; (SEE sEcuoN E2/ AS ALTERNPIrK Eznv ON SHEET le) - 3' u.x .- •:3' Her - (SEE v(SEE iJOTE 2) i(�w ' ND1E 2) / ov I /POE �p� y/ I■ • ALIARMUEI a1 C2J glyEr 4' LAST PANEL(3)TO 8E INSTALLED AT EACH OPENING $HALL ALWAYS BE ----------PROVIDED WjJ REAR HANDLE TO FACILITATE INSTN1ATION IF INTENDED F/Y O O O O O O O TO BE INSTALLED FROM INSIDE OF STRUCTURENOTES AT 2 PER; Nr IT- _1..._ �._ ,. _ __ ; ('momll (11 DFFWlTION OF jW 2001 E-2 I/A21G STORM PANEL SYSTEM j �� -r-rTT01, PANEL) I (INTERIOR PANEL) (INTERIOR PANEL) YINTERIOR PAf1EL) (END PApEL� MAX. CONStSnNG Oi PANEL + Cont. TRACKS TOP 8 BOTTOM. SEE NOTES 2. 3, I4 I I I SEE NOTES 2, 3, 4 6'-0' (2). £ND PANELS SFWl ALWAYS BE CONNECTED 10 BOTTOM TRACK ,�, OTHERWISE A STOP W SHALL BE PRICA"D AT TOP OF SUCH PANEL 1131Gm PANELS. I s i * i rk • ./- tea P.=Y ( (3). IF ENO PANELS ME CONNECTED TO BOTTOM TWO, CONNECTION �_ i I• _ i I __...� SHALL CONSIST OF 1/4'e-20.3/4' M.S.. W/ 71 *0.3/32' WING • • l .. 119LTEO PANILS W/ t/M-TO.t' NUT OR 1/4'r1i Min, THUMBSCREW INTO TAPPED BOTTOM sS GOLFS w7Q� O rA OVDs)W TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO I (SEE SECTIONS As APPLICABLE)EXTERIOR FIAT FLANGES OF END PANEL. III 1 _ l IIII. -L_ 1_ S .{.. .l_V.. 1. I_I.-i_� I OF (A). W CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM - __ .. EMK. TRACK (i e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWC 1 7� PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF J_LL1J_L1JJ1LiJJ_L�i JJILLJCLIJILLJJ-L1JJ11PiJJ-L1JJ ! _ 1 PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION • • 11•. - - SEE NOTE f - --,. .� ]' IIPr _ J. r' Ben. '. SEE't,V/® SEE 1' wit t INSTALLATIONS ONLY VAU-v FOR WIND NOTE 3 ATE ' SPEED UP TO 170 ANCHORS ..P.M. - _--(SEE SECTION E2/ 8 ALiERW1TM[ R1W ON SHEET 16) -_ _. _ . EZ1 /18, EZTW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (J", SYSTEM (t) SCALE: 3/32"=1- 2.8117-(MN OVERLAP 1/4, mdi. GAP .1 V*sr VALLEY) f- SECTION A -A ,,,,,•LAPLT�1,,,'4 P�;•'' E ''•.FLORIDA BUILDING CODE Non High VRI Hurricane Zone - 44167 s mom 'RhOO' K 24 GAGE GALVANIZED STEEL STORM PANEL , _ 1 L E C O f w cGLOBAL PROTECTION PRODUCTS, U.C. AAn STATE 0 �'�'•, ,e•P sr. sf sran run rc • DX•r: FL I.u1. FLDRIOP s, O,r;•. rt �, sT,. 20-175 f -'f1 • w.. liw m M ,=.SmS F.•-,au PSIPKG (ll.IM-15tA ro ` ') G-O06e7it n- fIY� EI�A ..YAU Ra /U I. nsIE- . FILM A Tw I P.0 •rH11i1111L {.le C'P •R ENGINEEF4ING ENGINEERING EXPRESS' PRODUCT EVALUATION REPORT September 15. 2020 Application Number. 17869 1 - R2 EX Project Number 20.31543 Product Manufacturer All Amencan Shutters and Glass Man Iactmet Address 1540 Donna Road West Palm Beach FL 33409 Product Name b Description- 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: T his F; cduct Evuuuton Repon is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 6IG20.3 005, F A C . for statewide acceptance per Method 1(d) The product noted above has been tested andlor evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluabon of this product shall be required following pertinent Florida Building Code modifications or , evisrons. Substantiating Data: EJ(dOCT5VALUATON DOCUMENTS aU"I". le24ga Galvanized SteeI Sorn Panels (HVHZ 8 No-HVHZ) .sheets 1-5. prepared by Engineering Expresssigned d sealed by Frank Bernardo. P E is an integral part of this Evaluation Report. Un":TITTEST REPORTSUndoim static structural performance has been tested In accordance with TAS 202 test standards per test reports) #BT-ASG-17-001 by Biackwalei Testing, Inc Large missile Impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) LBT-ASG-17-001 by Blackwairr Testing. Inc . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate Me product based on comparallve and/or rational analysis to quality the following design coterie I Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396.9999 TEA140 ENGiN6F RING EXPRESS.COM ENGIN EERIN. EXP R Ess,COM r ENGINEERING tzii�^ Page 2 of All American Shutters and Glass - 24ga Galaanized Steel Sturm Panels No 33% increase in allowable stress has been Used in the design of this product Separation from glazing is not required for installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test repor(s), and ,s accounted for in the engineering design of this product Wind Load Resistance 1 n o resist Wind loads as indicated in the span schedules on the This product has been designed t p l l respective Product Evaluation Document (i a engineering drawing). Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document (I e engineering Chewing) along with all components noted Therein Product components shall be of the material specified in that products respective Product Evaluation Don, mOnl UI c anpmeenng drawmo Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (I e engineering drawing) as noted herein All supporting hosl structures shall be designed to resist all superimposed loads and shall be of a material listed In this product's respective anchor schedule. Host structure condHions Which are not accounted tot in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer All components which are permanently installed shall he protected against corrosion, contamination and other such damage at all hares THIS product has been designed for use Within and outside the High Velocity Hurricane Zone IHVHZ) Respectfully. Frank Bernardo. PE ENGINEERING EXPRESS' aPPKI,1 15a9 I Cen Auth g884 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLOalOA 33442 (954) 354-0660 1(866) 396.9999 TEAM OENGNEEE R1NGExPREss. CON ENGINEERINGEKPRESS.COM :nwK nHYwnK,m, r. n-rJNv.Avn rA.: anti- =aF-ra-cP, -.c aNuc�_ , ." -:r, cnr>a� •o ._z '.r. rcL. R..ar.'r.=u bi,u1A': «v.CT =C`L R'TI iV l '(�t•', _ _ N 1 aww y �-1rUcrrz r�Ar�M �< Y m k K'.A• . HX4i :'1-: wRI L) B �a+v aw axh a r A - „' xYi9 n rA I' c iY. - rn s„_ t �' 1 w ' + u R` se= i e r r S� _ 1 T r•I'n" LF) 5 S✓. p U)Q y Z ALl-RNAT_6UILWUT ]C_]�L.J-R B CON-`' f]JyAe��ffM�� Wi: ...% HOUHIINU EXiRUSK,N9 I.i`PI)nXwe+ .l +"F �: 3: Q G k 1 e.GT•] TRI.'LiiF� -'H, it IN 3C..:0=P i, to �FP�.'E", TTI"'i1T ,HTr• ::Pc. 2 Hs F ,� , •A. m i4lL A-ri'. I- r-^-•' CCRIMi 000. MOVNi 9CRIg1 17C 2M1 -,.:Ili w vt y l tt. NYXRYI x-r.r II1M L 1„11 N u ' • L a _vl,"1 IF E v!ri.= Fr. cart YnPE 2 Dt TEN-( C Ha.4'ti P. I'Lr_'ILY1 :U l- L. R 1W t JI <VJ.1. L.•, IF Q ©wAU Mourn s=rnai-JaT1I, -u.-Ir a•x-.,,: r,vrn a-: •�nw-..,T V1 ,vl / M\NRlifYJ - D•C "PASC.-=iER, M Iri+L MAY VAW fk\'- W a -1 X0 IT 6' £g X 9 gf$aEtp+§6tE Pill r�>-l'n•. �'f a .d I✓✓... _yy ICI 1 NM17i 1C CL21t �`- - iitl al '11J _,V I'• SR IM e y :L. �G;Hi• r: Ua :i4zt A:,nv,UN 1 -s 1FIIFOHiIF - E-T'V M C a �i m Xi�tre '0��-� g@E w IJ-, -4u JC I:Yr rrF.. s aaF4�L. �i wit C3„YL' R f•X Iaf %, Ft>1}. 1.' v « NMPrPAN(BEFIJ0.RY]P' _ i, 3LA'Xf- Tao. f Hr/• '.7 1 A•..'. ce' EA.: wi Ja-L: :r Fr. r NLffI m:R;- •s r..,x =., 20-31543 wJH45tyU: f-I. _ Ir,•, ?4u Gc.vv Tl,>f /�1 OPTIONAL. TOP781Ti0MCLOSURE �rAR H. ^J: iwrj, 11 ;RPNXINr sr:IM,w _- %� � ^-I. IYN:I,PHAH:I...... WY:IIUN INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE, CONCRETE BLOCK ANO WOOD STRUCTURES POURtEO .CONCRETE -EXISTING ON CONCRETE BLOCK REOUIRIED TAP'CON ANFAOR • 12' O.C. ]� r4XT' IRx NERD tEK - 1•. _., 1/4Y TAPCON ANCHOR • 12' O C - _ _ REWO{ FROM WOOD HEADER j _ 1 RFWKDDGE %%14i1 NEII FIFJID TEIL 1 �/4' FfF0111 -� AT/4- ® CI �nalJP� 1 u t R 1^ Yyl, I/2- p I P! wn� a i ■ I I%2' R-S-PARATON 1 ) 16'e ' / ■ T' Yin. I 1 1■'• EX157RJG N TO GLASS ALIRAMUe/ PPP ERBtI SEPARATON -TO GLASS. Y PCP GllSS II a I 1 ftIYETNO ! 1 NrtT O i _ N Penn r 9 ■ {- - PANEL LENGTH • I/•T.-2Ar1' _ _... ---- ss. eats . ■ - - ' uAx _- -- PANEL LENGTH • . it 1 TO GLASS -'� Y V Alin ARATION... ' 1/a'•-20Xx' THUMBSCREW So tl B i 5oR ` THTHIUM LSCRFW TOP CLASS ; 1 I, 1 II,ir ! 1 ,Iw ED 1 I w i (� I 1, 2 _ - _ Il4'0 TMCON ANCHOR �.. • 12, 0.0 1/4'0 TAPCON ANCHOR 0 12' D C EXISTING POURED -- CONCRETE OR 2-M' WOOD -- PUTT CONCRETE BLOCK REOUBRED - WALL MOUNTING REWIRED WALLMOUNTiNG SECTION EZ 1 SCALE 3/8-1' ALTERNATIVE EZ i W SCALE 3/8-1- 'Air A: TlCfq✓p a'�p,PY�R '• ENSE FLORIDA lLQIES: s YIN. PANEL LENGTH SHALL BE 2'-6' BUILDING = T p, 411 a �OSO '^�O• "�' 2a : : rt s z CODE Non High Velocity Hurricane GAGE GALVANIZED STEEL STORM PANEL Zorn) oAaM s.. 1. INSTALLATION ARE ONLY YAUD FOR MAX. A.S.D. DESIGN PRESSURE RATING +/- 40.0 p.s 1. AND W-O" MAX PANEL * * _-, STATE 0= Ti L E e O GLOBAL PROTECTION PRODUCTS. U.C. 07ry7/3R5• LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 FNePAPPI O,y: , FLDR10�' L+2>..Zv TILT YT�snYJai I - coMPAHr a E"°o` .wP sr s, Swrr rL MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 'hit S/ANAL �•�s I ^•'•. iw n. ,m�l]rn o•_,51, AR-1QNPI. P„PwL (as.mr-7s.6. Ax <.s.1ee•-R7r7 10 20-175 DENSITY OF 0.55 OR EQUAL. -• ` ""' J•-000671P r11n111NM .�•.- t ANwK t /SUWiTNS[JaAN R4.Tfr A rnLn J,.. PS if .{r 7 m ""•) fw57 Ie of III ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH W UN LIMITED TED L� I (PE0.P. TO PANEL SPANK TOP MOUNT (CONN TYP. TYPE AS RECI D) sECT1ONs -{ /" STITCH BOLTSOPTIOI A BOLTS WITH WASNERED FASTENED i WIER XJ 1 WERLAPS O MIbSPAN (USE - BIN 0.PPRMPIATE SPAN TABLE) �4 GIAN VIEW � n4 Di K ROASE" Aft 1 BOTTOM MW.NT 1, (Ca1N TYPE AS S� READ) R0.341" MAY BE AT d BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION ELEVATION TOP MOUNT (C if TYP I' (SPAN ABO'!E CM ) PIS '0 REQ ) BOTTOM sTRurn WNT 3 (CONN TYPE AS RLQ'D) �w= J o -OBSTRU u � E CTION ON MAY VARY) 15 E-1, BOTTOM MOUNT fmP2Y - LmeX TY PEAS REQ'D) (SPAN BELOW OBSTRUCTION) PANELS MAY BE NOTCHED AS REQLUIRED, OP'fIOKAL y"-2D STITCH PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERD ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED O SPANS AFJOVE B BELOW 065TR1KTION. OVERLAPS O M1V DSPAN (USE 4PFROPRIAIE SPAN TABLE) VERTICAL MOUNT ELEVATION < NOTCHED PANELS 1 . - - ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MMWAU STORM L SEPARATION FROM M OR NL SE CUSS NVICE WIND FLN(4 B ESSENTIAL FACHIIIES 1 1 ' MAXIMUM i I DESIGN i ALLOWABLE PRESSURE (SPANNRAXI (P4) IN51ALLAfO E GRAD ABOVE GRADE 6D6in ITHAN30 "ABO GREATER IMAM 30 ABOVE GRADE i 2)6 I 1 !•30 130Din -It 135 •740 30A Ni 6106An . BABn _ _ _ 216In._. t.I61n S30-0ML •/46 -'_._._ 6D6n 2.16 in MAW it .So l30.0 M_ 6.O6n 2.16n •/-S3 306.6in 601. 23Sn I-•1M7 -. 1 931m _ 8D91n 5991. 6.11M--_-�2.72n ; I•/-65 ••/70 1 36A n 6.121n . _ 613n __ 7.901n - _, 2A61n .1.72 21-On__-- 3VAIV SC,HtUULt NU I t5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD S PANEL FASTENER SPACING TO DETERP41NE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OP EQUAL TO NEGATIVE DESIGN LOAD5. 2. -PANR FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('F'-TRACX, STUDDED ANGLE, ETC.) USE 6.25' O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALUM'- AND "U•-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. UNI7AR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT NIGHER LOAD. PAN H WITH V LOAD T 1 ENTER 5 SCHEDULE I POSITIVE DESIGN T O O DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES EN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED, fM11C BDINA0.00 IF MAXIMUM ALLOWABLE DESIGN PRESSURES: `* '-? rxrt 7UW :' -- - AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES a: ~ POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED v sx FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PER SEPARATE ENG IN�]NG ]N ACCORDANCE WITH THE GOVERNING CODE, PRESSU RF R UIREMEMS AS DETERMINED IN ACCORDANCE t H aSCE 7 AND C24APTER r AI I60E9EQQOF THE FLORIDA BUILDING CODE SHALL BE LESS THANOR TO THE POSITIVE OP. EGATIVE DESIGN PNEbsURE CAPACrTr VALUES LIST D HEREIN ANr m ASSEMBLY AS SHOWN. GENERAL NOTES:THI U _ SPECIFICATION N DESIGNEDIN a w &,EVHNC�ET[ON„{{20p)R� l EINTS� FA t�THEIN C PER AS 201, 202 AND 203 TEST PROTOCO L5. CONTRACTOR SHALL INVESTIGATE '80 - 13. TOP 6 DICTATE. SM AY MAV aE INTERC TINGED A5 FIELD CONDITIONS DICTATE PANELS MAYBE MOUNTED VERTICALLY OP 12 IZONTALLY A6 APPLICABLE. R 12.. CONCPETE ANCRETE NOTED HEREINSHALLC ETE ANCHORS NON -CRACKED CONCRETE ONLY, INSTALL ALL CONCRETE AXGM00.6 PER MANUFACTURERS CTRRECOMMENDATIONS.5RES 13. THE CONTRACTOR IS RESPONSIBLE O PREVENT E PRDTECTALL MEMBERS FRpM DISSIMILAR MATERIALS TO PREVENT FLKTROLYSIS, 19. N ONLY. SEAL THIS S HERETO VALIDATES STRLKTVRAL DESSQH AS SHOWN ONLY. USE d TN15 SPECIFICATION BY COXTMCTO et. el INDEMNIFIES 6 "A ES HARMLESS 1m5 ENGINEER FOR ALL COST 6 DAHAries INCLUDING LEGAL FEES a APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, A CONSTRUCTION PRACTICES BEYOND THAT wMKH IS CA, m FOR BY LOCAL, STATE, 6 FEDERAL CODES 6 FROM DEVIATIONS OF THIS PLAN. 13 CERTIFICATIONS EXCEPT AS EXPRESSLY AFFIRMATIONS A MI INTENDED, NO ADDITIONAL a. S, AFFIRMATIONS ARE M MARED. 1 R ALTERATIONS ADDITIONS. OR EITHIS MAR IFICA TO TENS DOCU MNR RE NOT PFRNITTEb Al10 ITNALIOATE TX15 QRTgiCAITOrI pt. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL ER EVERY 3,0 FEET. CONTAINING THE FOLLpWING RIMPMAnON• IPIOA PRCDLFCTAPPADVAL NUMBER VISIT C-CALC.IO/31543 WEKbNN-RANe_.. T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT -S Y 3y S$ a15 or e rp rat ' 5 6 E LL I es 6 - 9ypp j 4- 14, H.Ad•r 0' O 23" 24' 5• 22 .r P T ' 9Ndoul'U' H•A4M a' 0' O' 2r 2, 2B• 2r 2r D' 2r 2T 2s" 2s691•HaPder P D' a' 2T 21 23' 27' 2r T 2r 27 26" Q 2Y56 sod 2T Zr 2r ll' W 31- It' W 2T 30r It- 33' d,limut "P I,- •fi 21' 3 r 3U" 48' Sid ia' 46' ZA• JIB' 30' 5T .F ,ram 2r 2r 31" SW Sr W W 2S 31• w Slid "PIT Mollal Zr 22- V' 2r It' .v 22' i1 3 1` G•r2 MOlnt 2 r 2 r' +r 30" 4IF SG' SIT' 29' At At 2 r AV 4C 30" Sr L' ieNU•r T P 0" 2r zr 2s xr 2r r t 4- 2T x6' 'F Tr WI 2 i' 2 4' z r 37' -W SO- 2P' 1r - 4C SO 2r IT 2T IF W 31" ,r W IW 30 IT 33' 33" To' 'C T.•Ak 2B' M' 24 3T 6.T' SS 31^ 26' S3" 37 Sid' I 20-31543 i S/IONS 9HOWNr,ePf A IF MM.- ALLn .A SPANS RASED-Ahl U]Me1NAnON OF M.M.nNs CC) ITILwS.1 TOP OR BOTTOM eANEI LEN6ir,E. 4. T 11p NOT3R IN TAIBLE AROVE.1 ND• v) ACC[rtANt No STD.VIA,I9N ROM:>i/.:5:s AFQVIXf4 V..,EN PNIEL le•N. H 15 iwEATfA tIMN n4T NOTED rfX 4 AtsFACTNE NDuPInsG COM�I.I- AJJUK 1 SIDE 51OSLrfF 9lQu1Rl0 FpR AlL WILDWT NIXIYis 1M !Ae,e 4•Uw WIARE Si.t ULL In Af - -J (, _- ,V PN•WLOOJi MOUNrTRG morns REQUIRE. 1-IrlDN ROM SHALL DFIA 'F GONG ,Al:'W ltr! Ili P A TABLEA/nJ6 NprHJ2 Sinta W(MO/tSmCH BOLTS AMU PANFLb •eTM WmN PANES oP fA6ifN[I]g 852S OR43]'a,M fw 1 M s PArRJs IMY SMN JQ' MINIMwM OHOLL:OMB II I W M OPnONM is dR oEAWPGU)wRES Pei uPEwnO .PER PETM< xJ. usrwG ANr Mrw)mee rawamoN sw]wTY IN THESE nRAwNlvrs � r LOPTIONALiNTERIOR FASTENING DETAIL N.T.S. ElT g way W w D�> D ��u Zp=inn' n leg A! = O < = U 9r PANEL liidcr. . rPDM INTERIOR 3 Oa w AO.NCEN1 PA N¢ X' IOF I-sS SIOPWAu ed>: :• uA:�INE SOJEW MAU K OIA Mc. • � ANTA wASr(„ER WIM6NJ• n iM9Y face Q N'. )A.i•M{uANE ssREw M Fb WX%GMMVr#1 G ICON"ec, W"" MLVM b [XIPUMDN of A.NGEM 4 PANELI IIOnOb ` FF - 11 L ! 3 AS A rCOLAY TWf S gg e R RK., N,BlD S 11 r 5 4tl CIZZ NN IMF •4 "to A, ENCING 2 it COPmNM,RW ENAT�F• 20-31543 ' OF MIE5 E r151iNG f1]NCARF SPACING lt MINE T>IE M«LDw ei«A YM aGi'vEN n.4nCMDA JvITA wMnw, SP T4 Inn• P EN 1 ANeL ADIACENr 10 fu'•t$ P,LhfL, MRC OESC4t/ItW: nOPTIONAL EGRESS PANEL DETAIL _ �P^ INTERIOR FASTENING I 1 990" 2 Zso" 2.250' D.09A- Dow' 7 J/a iv 61Vu X 'i ('7 250" 0,T50" 0,094"I-F0J394` ,ox Y r G.094" a�062'----rNi1.12D' ,�. in TYP. lei ? 2$ 2S T f ^ 9 V l 930' i 062" L0000 062" r T0125z,no,G 2.020"25o"-'I 2.0m. -.I 2.000• �- TYPalJllD-0_ UT YJ• HEADER1IF1.•3.380MAX.•{ _ 0.313'1.560'�-11.560" 10 I 0,365" 1--I 'mot 0.776' S1 D. 1 �55' 035a' L.007" 500" PANEL COVERAGE J_ 0,179" �1�".004655" 0 � r r ,A1.1'w 4.875'PANEL LENGT $2 0.515'` Po ,$ LEG O O?AK710 't �� V 11 KWY BE O.OBS' B.25O"" � oTYP i'-Jl-oo9m Ll2ooa D09 R x o us ono Rotas 3as T P_ 0.090'• OJ00" 0,957" L`^.. TYP BUILD -OUT 7 iA,LU( 7 TRACK n F µ� )6, p�,rL N WxlPalr i i = a M� 4-4 Ur N'�]:-.Lt•-F`, ,s �0190''-•1 if'I' J'V5655' L% '. r1-3.1)p0" .r W: OA':.-> _LL•LYI RE'E0.5E0 I- a Z t o .lrrnlcuANGLE - i OF 1Ex1EN1]EOl 1.000" •e+Do'no3� =vu a>.rAm z �i OVERLAP �.2S- MAX, [e:Tt";� J Z P' s 4• MAX, (� CONVIERQOw RE DETAIL I- Q rr, V y D.SBB'J •>Irn4=-xnen 'Q ' f`.2S MA+ U Max oc a IJ.M r:.XFr•x:l rr rlr,-.1. W O BUILD -OUT •r •orc.�M�.�u-uc lit' = �- 1wU1 NUIINI ,IUNIIRE 11PIn11 OL"TANCE T n ann,AT rr?ls' low J r.RA A.AA--I.. Q -h:lEW-I,, ; HLAVt,I _.111•\::i EMBED v:ll.^. •1::.:• I,:,p 1�)rJln Afi tl'q.'1'A:.\.i 'JY �.'4`J .. .. a•; 1e•cn.^ate ✓ire:, - WFar,a.v. =•J16L3F.7>.^r.•, '� 'aiNP 1,000" 1 OVERLAP 3.92o'y A,A•�NiCue _ M^X /y a,nn-N V Ku,NllxLtil,«. nrinu +r>Ir;r�':i-raJis ,.1• �.25' MAX- _.. T - IN ig@1 pP -kLf 1.500'0'ga i 111, MAX.MIN l aoo t - w' 9 l� II,6:- SILJa. ..AI r✓ Pa$ I4!!I _I 'V'L nCORNE0.ClO511RF DETII EM1IBED „. YiM1 j4•- b J. .Y h. Y�,- ail TPI.PMULHT CLOSURE DETAIL n•T,.rr..0 SSy Ai" 0 nT s k1 ANCHOR. SPACING SCHEDULE: 2A :AIJGE PANEL. FANEl FAST EnE RS W L2 5" i, t: EIF�i�C[�I� ®BT�&iY®®F�]YEiE]YF�®�I�mll ®E�E!EEH EL�E>Eto�®EM§M B OMMMRIMERIN EI3>aME1�E73i�E'f�E1�®E)�B�ElE� _ ®EI�EL3�Ei�EII�®E�E��[» Ei�E7�EB&9EiiI�E1�EE�®E�[�® EI!® _ E�E�i/�G6 � !/i'/yi /�i , /// /,Hier•/r /1/Y/r�'% -. E��E>ilt� �EtlE9E�t� E�f�E)lEI�Et•� E3��E��E� - ®E>S�ETS�f�®�®EI�Q•�E� ;Ik MAR ncnaw ANCHOR !Nll3URE ! PNP �'MrIIP IO a41' �PNr tN „rt-I HMM UP ,I1 il' r CONN TIT! S Q C3 CA COMN MEI CJ f2 CI C9 CONK IITL CT C2 CI C4 IM..r MaND 33 ,M. W'RFw 41 48 EJ'-Ar••�i®� s2 12 12.5' 160' 160 10,9 12.5 160 L6.0 75` 12.5' 160 I6. n' 1•.7" TZS id0"lee" a6 SZr 160 IS 0' BA' J2 S' 16.0 1. e' _f Lz S• Jaa' 16U' 7 s- 12 S- ]o O 14.7 4 6 D- ]2.S' 16 0 14.1 c 1z s• LZ r' 160' I60" TSO 14 T" 69' 6.0` 12 5 12.5 lS. 1a 0 L.'.. sD' L4 T' Pa" 1z s' 12,5" 1sa 1 6a' b D^ 14 1" 6.0" C' .SM, 1 LJ2• CM6¢ 33 W000 teRfUt 41 1e 52 72 V4'Lt3/4'mt[D 33 TA OMI"Ps' 41 y 49 T aRtYwmwNwc 52 12.5' 1fiA 16 U" SO J' 125 1' L21 '.0' 12.5 16.0114 ' 1 a] 1 25 160 97 5.6' 125' 15.0' x7' 5,6" 12.5 LJ-s• U.S 12.5" I6.0 SLO' IB d "1 16.a 9E 150' 160" 7.0" 5 4 56' 1 12 5' 12 r 12.5 1L.6 ISO 16 a 16.0' 160 9 fi 316' ■ B s.6" 9.6' Ss' U,5' 12 S' 1. 9• 125' 32.5' 16.0' 9.6' S.6' 16-0" a 16' 16.0" M' S.6 16.0.10.2' ,; l2 S' 150' 133 TJl(1111.5 r 150 9.2 i 12,5" 12S 16.0" 9.Z- 16.0" 9.1" 12.5' d6.0' 114 i' ! 12 .5 16.0 91' It S 12 r' 15.0' 105 16a 91 � q' Y P 12.5' iJ.r 160"9.1' 160' M1 Pl" 32.5' ,2 1- 16.0' 9.1" 160' 7 10' I ' 8" E."S' / 33 �V A,I?"HrN.,tr {l Or BU>nlnC 4c' '✓<- >- "^^"'• 125" 15.a 86' 7.3 1 2.S 1 5. S' 0 6 S.1' 12 S 13.8' 5.3" ♦ 5" 25" 16a 7W. 1.9" 12 r' 12.]• 9. L 5" 154" 5.9" 5.0 6.25 1L.3' 4.7' 4.0 6.25- 12.3' 4,7 CO" d S- J .2 4 .7 6.29 123 4 4 7' D 2" 6 3 12.3' 4.7 4 D' -" J23' •7' 4.0' 5.2r'123' Ap^ ANCHOR NOTES: L u --HOR SCHEDULE APPLIES TO ALL P PRODUCTS CERTIFIED HEREIN, Y R LFR REl BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXI MUM ALLOWABLE SPANS AND PRESSU RES INDICATED IN SPAN SCHEDULE SMALL APPLY. 2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, A ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH LETTER SPAN,$ ELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR ENffFICATION OF E TY ID CONK Ci IN PE! C' "PANEL FASTENERS" ARE STUDS USED 3N midUNLTIIN•1 V,TTH ALL MOUNTING EXTRUSIONS ('F'-TRACK, STUDDED ANGLE ETC 115E 6.25' O.0 PAN L F ER FA TA E ASTEN 5 QfiG BLE VAWES FOR 0.LL'11"-AND'U'-HEADERS (INCLUDING BUILDOUT CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER£' RECDMMENOATIONS S. HOLLOW BLOCK H05T STRUCTURE SHALL CONFORM TO A5TM C90 BLOC3l. 6 MTMMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIMITED TO 1/4' MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQU.4T ELY TRANSFER LOADS TO HOST STRUCTURE B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UNCRACKED CONCRETE ONLY 9, WHERE EXISTING STRUCTURE IS WOOD FRAM[ EXISTING MAY Y, NG, EX NG VAA FCELD VERIFY T FASTENE RS E T ARE 1N ONLY F ATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING DEQU P TO PLYWOOD [5 ACCEPTABLE ONLY FOR 5@E CLOSURE PIKL�., 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMNG, FASTENER SMALL BE LOCATED IN CENTEROF NOMINAL 2" K 4" (MINI WOOD STUD (%" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). V400D STUD SHALL BE -SOUTHERN PIN ' G-O.SS OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD O0. HEX HEAD l 1. REMOVABLE A A W T F AT A- i4WS SHALL DE AL MINIMUM E LLMENTO THREADS READS8 INTO BUSS H G L2. MACHINE SCREWS SHA H0. M ENGAGEMENT V,5 LL HAVE 1R" MINIMA E GAGETIEN OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHEP A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U N.0 I3� MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES 14, DESIGNATES ANCHOR CODITIONS WHICH ARE NOT ACCEPTABLE USES. 15 �c DIRECT MOUNTING CONDITIONS. IS LINEAR INTERPOLATION /5 NOT PERMCTTED FOR USE WITH THE ANCHOR SCHEDULES USTED ON THIS SHEET 20-31543 11AIR k IE F mPriNrt fR+JK s,rtax rc 2D•31543 O N � a--t U L O L = 70 O O - 0 j U) -t- C-- U O 0 O O Q O W CIO O -O � LL 'a > . U) ��11�� W F L �0� Q ) -0 O -� •E•t� A C0 Q E Z Z W J C �J (D U)) v 0 L 0L 0L Q U O CL U� LU c G Z Z Q J a_ SHEET NO. SH 1.5