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HomeMy WebLinkAbout6312 Ten Acre CtI alb 7 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FUR or Fir. Floor RA or RIA or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KWUALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or TOP. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF ' Decorative Masonry Finish MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parailam WOW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE FBC 2017 CODE UPDATES & MODEL 03/06/18 4.0 UPDATES REVISED SGD, LANAI & WINDOWS 06/01/18 4.1 AT REAR 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE T J-_—, j El E] F-1 FL F iL--]-- L L-1 E-1 F--� [--j L---] L I F---J �.-7 EA- - ------------- L IE N N A R: 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SIN 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 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. C-4 d� > ua W M N t0 r> N cv s N 1t i C� 'ro cc: Q J� E u� OWN c N.'t �✓ i\ �2' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to - a E gm V g � � rZ a _13 JLLL aw w a Z 3mn� W oe T ;i w W Z LL C2 � N Z d ' 0 N O U O Z W ❑ ❑ Z oN Z � 2 E3 U) t� r � -J w O N,^ w N ry c� di LIJ T s Q 0 C) o 'n M cti E oT a � o a0. U O F— ru C E ) O¢ q Z O ao Ww ro �czZ o m o Z nJ C/J J > 1 < w= LLa an a o 1 U � CD 0 CS, c C)0 W > L ') O rn L (p O r � r a Vl m � O � M N O N LO T Q T E v (V f� z° M7 z E O y m ccE c a ci � Q o � JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. C S O. BATH MIRROR I rrI oc 0 oc 1 i l l.i Q 00 I I � t_ v o I BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES I O. BATH III i I � I I KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD n 0- KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD n 0- 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR / ON BATHROOM WALL MEDICINE CABINET 60 (1 VALVES®® F TOILET 4 SOAP PAPER fD OISH �J I HOLDER v 0 C �-�- Z zd 4 O 7 N 7 Q Cl) MMN LTOUJB FIN. FLR. BATHROOMS. SHOWERS AND TUBS DOUBLE RODS SINGLE ROD CLOSETS LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE rQ FINISHED CABINETS 255 COUNTER TOP 30" H BASE D R CABINETS o 00 to U_ i U) ° 0 2X a 9 � � FRAMING $ o b M 1/2" GYP N " N iv ? BOARD X FIN. FLR. _ SHELVING ISLAND COUNTER CABINET BLOCKING Y e 0 r [N I ALT I I AC PAD I 1 L = ==J J S6 TYP. @ 2-STORY • 1'-4"X1'-4" "L" SHAPE CMU COLUMN 10'-4" TYP. @ J O2-STORY Si 35 SH ■ DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET ■ 4'4" 2'4" A = 1/2 WALL NOR RAILING PER SPECS FLOOR G.T. ' III lJf'� I I I OPEN I I TO ABV. I I 4 -�--- - • STUX4 #Z - LDS V1'>i U§ P HTT116 @i, BASE l=oYLR 8'-8" TLAEIICLG.- - I I I I D o I I 10 fM I 12"x12" CMU w/ (4) U') #5 VERTICAL ENTRY 8'-8" FLAT CLG AFF V-4" 7 4' . V-4" - - - - - - - - - - - - - - ■I LANAI ■ 8'-8" FLAT CLG. A.F.F. 9'-8" I I I I I I I of I 6068 SGD I HB • ■ ■ •' ■ BRKF T. 8'-8" FLAT CLG. TILE i 00 i L 2068 = lN BF, LO II p 6'-6` 13, 0 141 I IL - -J --i -=- I a W ■ 11" a III' C7 I O o �I z II o 3;L T 0 I� 1 II 8" FLA%CL 1 TILE W . � 11, 8'-4" I „ I 1 3' 'm 01 51.47 • . .:'���` ^llLr�.__'_!�!'�1lY=�� J�t.lfC-_ I!�"`'L�ar-i�i• �'� =ar.�r 0 4'-5" 6'4" Q BUILDER TO PROVIDE S4 APPLIANCE PROTECTION C WHEN REQUIRED PER FBC S3 H1 W/ USP LSTA 8 STRAPS (CENTERED) EACH SIDE - I OF WALL TO FLOOR J o TRUSS ABOVE @ 16" O.C. S6 WU_ m GARAGE TYP' @ C, LU 8'-8" FLAT CLG. A.F.F. 2-STORY OQW Z 5.LL --------------------- r---------- - o I I S3 LO I I TYP. @ FLOOR G.T. I SINGLE - - - - - - STORY j 8"x16" CMU COLUMN j I W/ 6"x12" ABOVE I INTERGRATED INTO K HB WALL W/ (2) #5 TYP @ I VERTICAL I GARAGE- --------------------- 16 70 OVERHEAD DOOR 0 Lb 0" 4' 8" b" 1'-4" 16-0" 11 6'4" 18'-8" 25' OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 DE +26.6 / -29.1 (�F +26.6 / -33.5 Q SEE SN SHEET Q SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE R.O. CMU R.O. FRAME SIZE (Flange) (Fin) TYPE 12 20 X 26 18 2 X 251 S.H. 13 20X38 182X37 S.H. 14 20X50 182X50 S.H. 15 20 X 63 18 X 62 2 S.H. 16 20X72 182X712 S.H. 1H2 27 1/4 X 26 --- 26X251 S.H. - � 1H3 271/4X3826x374 S.H. 1 H4 271 X 50 26 x 50 S.H. 1 H5 27 X 63 26 X 62 1/2 `^ S.H. 1H6 27aX72 26X711/2 S.H. 22 37 J X 26 36 2 X 25 1/2 S.H. 23'A 37 a X 38 36 X 37 3/4 S.H. 24 37 J X 501 36 2 X 50 S. H. 25 37 X 63 36 2 X 62 1/2 S.H. 26 37 q X 72 36 2 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 52 2 X 37 S.H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S. H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 - N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" -- -- FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 e (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN - A SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms o s and toilet e rooms shall not discharge into an attic ,crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) eat crJ L N L., J 3 LU ,- 2 u CU cc r c , to 1 L � N d - Y It "' �. CL .:71 R, o ;VvN VN c. r7 /iefll�f;'Ila� �• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fN W v E a p N 8 's V .Nm C 0 �- M IQ1� C J IJ. w V J11LL a. Z C m a_ Y W ot0� W (zi m coIL Z Q J ZN OU W ❑ ❑ N1l T ClJ LL LLI U a .� O� p� ^ LL 8 t! / Ly N N .- LU M T L 8 A 1- Co s� r- o n C13 T M 0 _JJ Q= a a o "0 �® tl a� o� n 0 N N o il �0. wm GW �N F� Z� a W � �w g Q� �o � zla U i �O = L17 Crn WIT �o c� (0 T_ O T_ T Cr r V J U s N L0 CO -0 N O (0 C14 T Q ^ r o E E � y n Z Z E O N C C Il U Q p J JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. 1.1 GARAGE- --------------------- 16 70 OVERHEAD DOOR 0 Lb 0" 4' 8" b" 1'-4" 16-0" 11 6'4" 18'-8" 25' OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 DE +26.6 / -29.1 (�F +26.6 / -33.5 Q SEE SN SHEET Q SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE R.O. CMU R.O. FRAME SIZE (Flange) (Fin) TYPE 12 20 X 26 18 2 X 251 S.H. 13 20X38 182X37 S.H. 14 20X50 182X50 S.H. 15 20 X 63 18 X 62 2 S.H. 16 20X72 182X712 S.H. 1H2 27 1/4 X 26 --- 26X251 S.H. - � 1H3 271/4X3826x374 S.H. 1 H4 271 X 50 26 x 50 S.H. 1 H5 27 X 63 26 X 62 1/2 `^ S.H. 1H6 27aX72 26X711/2 S.H. 22 37 J X 26 36 2 X 25 1/2 S.H. 23'A 37 a X 38 36 X 37 3/4 S.H. 24 37 J X 501 36 2 X 50 S. H. 25 37 X 63 36 2 X 62 1/2 S.H. 26 37 q X 72 36 2 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 52 2 X 37 S.H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S. H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 - N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" -- -- FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 e (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN - A SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms o s and toilet e rooms shall not discharge into an attic ,crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) eat crJ L N L., J 3 LU ,- 2 u CU cc r c , to 1 L � N d - Y It "' �. CL .:71 R, o ;VvN VN c. r7 /iefll�f;'Ila� �• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fN W v E a p N 8 's V .Nm C 0 �- M IQ1� C J IJ. w V J11LL a. Z C m a_ Y W ot0� W (zi m coIL Z Q J ZN OU W ❑ ❑ N1l T ClJ LL LLI U a .� O� p� ^ LL 8 t! / Ly N N .- LU M T L 8 A 1- Co s� r- o n C13 T M 0 _JJ Q= a a o "0 �® tl a� o� n 0 N N o il �0. wm GW �N F� Z� a W � �w g Q� �o � zla U i �O = L17 Crn WIT �o c� (0 T_ O T_ T Cr r V J U s N L0 CO -0 N O (0 C14 T Q ^ r o E E � y n Z Z E O N C C Il U Q p J JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. 1.1 WINDOW SCHEDULE R.O. CMU R.O. FRAME SIZE (Flange) (Fin) TYPE 12 20 X 26 18 2 X 251 S.H. 13 20X38 182X37 S.H. 14 20X50 182X50 S.H. 15 20 X 63 18 X 62 2 S.H. 16 20X72 182X712 S.H. 1H2 27 1/4 X 26 --- 26X251 S.H. - � 1H3 271/4X3826x374 S.H. 1 H4 271 X 50 26 x 50 S.H. 1 H5 27 X 63 26 X 62 1/2 `^ S.H. 1H6 27aX72 26X711/2 S.H. 22 37 J X 26 36 2 X 25 1/2 S.H. 23'A 37 a X 38 36 X 37 3/4 S.H. 24 37 J X 501 36 2 X 50 S. H. 25 37 X 63 36 2 X 62 1/2 S.H. 26 37 q X 72 36 2 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 52 2 X 37 S.H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S. H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 - N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" -- -- FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 e (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN - A SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms o s and toilet e rooms shall not discharge into an attic ,crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) eat crJ L N L., J 3 LU ,- 2 u CU cc r c , to 1 L � N d - Y It "' �. CL .:71 R, o ;VvN VN c. r7 /iefll�f;'Ila� �• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fN W v E a p N 8 's V .Nm C 0 �- M IQ1� C J IJ. w V J11LL a. Z C m a_ Y W ot0� W (zi m coIL Z Q J ZN OU W ❑ ❑ N1l T ClJ LL LLI U a .� O� p� ^ LL 8 t! / Ly N N .- LU M T L 8 A 1- Co s� r- o n C13 T M 0 _JJ Q= a a o "0 �® tl a� o� n 0 N N o il �0. wm GW �N F� Z� a W � �w g Q� �o � zla U i �O = L17 Crn WIT �o c� (0 T_ O T_ T Cr r V J U s N L0 CO -0 N O (0 C14 T Q ^ r o E E � y n Z Z E O N C C Il U Q p J JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. 1.1 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" -- -- FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 e (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN - A SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms o s and toilet e rooms shall not discharge into an attic ,crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) eat crJ L N L., J 3 LU ,- 2 u CU cc r c , to 1 L � N d - Y It "' �. CL .:71 R, o ;VvN VN c. r7 /iefll�f;'Ila� �• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fN W v E a p N 8 's V .Nm C 0 �- M IQ1� C J IJ. w V J11LL a. Z C m a_ Y W ot0� W (zi m coIL Z Q J ZN OU W ❑ ❑ N1l T ClJ LL LLI U a .� O� p� ^ LL 8 t! / Ly N N .- LU M T L 8 A 1- Co s� r- o n C13 T M 0 _JJ Q= a a o "0 �® tl a� o� n 0 N N o il �0. wm GW �N F� Z� a W � �w g Q� �o � zla U i �O = L17 Crn WIT �o c� (0 T_ O T_ T Cr r V J U s N L0 CO -0 N O (0 C14 T Q ^ r o E E � y n Z Z E O N C C Il U Q p J JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. 1.1 FIRST FLOOR PLAN - A SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms o s and toilet e rooms shall not discharge into an attic ,crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) eat crJ L N L., J 3 LU ,- 2 u CU cc r c , to 1 L � N d - Y It "' �. CL .:71 R, o ;VvN VN c. r7 /iefll�f;'Ila� �• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fN W v E a p N 8 's V .Nm C 0 �- M IQ1� C J IJ. w V J11LL a. Z C m a_ Y W ot0� W (zi m coIL Z Q J ZN OU W ❑ ❑ N1l T ClJ LL LLI U a .� O� p� ^ LL 8 t! / Ly N N .- LU M T L 8 A 1- Co s� r- o n C13 T M 0 _JJ Q= a a o "0 �® tl a� o� n 0 N N o il �0. wm GW �N F� Z� a W � �w g Q� �o � zla U i �O = L17 Crn WIT �o c� (0 T_ O T_ T Cr r V J U s N L0 CO -0 N O (0 C14 T Q ^ r o E E � y n Z Z E O N C C Il U Q p J JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. 1.1 1 I 1 _ 1 - - -- - -_- __ _ - __ - - ■ _ !tt 42" KNEE WALL WITH 1 x8 CAP & CASING CA 1 x8 CAP & CASING -IN CONT. HANDRAIL RETURN TO_ -WALL DETAIL- AIS CALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING - USP MP3 CLIP EA. - STRINGER TO BEAM/ FLOOR SYSTEM TYP. 36" H. CONT. 15 GRASPABLE _ 14 RAILING 13 I M - I 12 I 1 On 11 I 10 LOICD - 0 H1 2x4 #2 SPF STUDS @ 16""*EGR-ESSI 9D2' O.C. TYP. @ 2nd FLOOR 3/4" PLYWOOD EXTERIOR WALLS DECKING 16 Mom_ FLOOR SYSTEM r T- oo 9 1 x TREAD flo �I� 8 STORAGE (TYP.) I 7 UNDER I - 6 STAIRS I 1 5 2x FRAMED 4 WALL 1 x RISERS 3 y (TYP.) 1 C7O N O r GO 2 (3) 2x12 2x FRAMED 1 STRINGERS WALL 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 161111o.c. AND 3" FROM EA. END. 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-01, 2x4 SYP #2 16" O.C. SPF #2 >9'-01, 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'4% THEN AT EACH EXTERIOR CORNER WITHIN THE 4%0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- r--------------- - - - -- j 25'-0" l 1 I I I I 1 H1 61 A p I I 25 SH I *EGRESS 60" X 36" TB SHOWER FIBERGLASS m '� SURROUND U TP 5' -0" 4'-0" 0 . 26'68 BATH FLAT, CLG. = 2068 TILE Ln BF!A 3'_6" 4-SH R&S WIC I . 2068 - - ` ` 8' -0" FLAT CL . �4 5}C' � I 1 CARPET (n 10' I ACQESS d) I fr L 9'Lx �'A �l I R&S 00/_ cc 9 U 3.0 9 11 BEDROOM 4 8'-0" FLAT CLG. is CARPET U 0 T-61 U) 1/2 WALL OR o w RAILING PER SPECS - Cl) to 0 % v 6 N w OWNER'S SUITE 8'-0" FLAT CLG. JD2 CARPET � G.T. 15'_8" STRAPS @ BASE S6 TYP. U.N.O. 00 BA 2 CID 8'-0" FLAT CLG. N TB D2 11'-4" 2668 5'-11" A 2668 BF ----� H1 I I I I 1 I I I I I I I I I I IIJI SECTION -- TYP. STAIR�I � 4 1 5 1 6 1 7 8 1 9 10 11 12 13 14 R&S 2652 SCALE: 112" = V-0" -----_ -- 5'-11" R/A H lot- N 4068 BF 3 SEE PLAN FOR LANDING DEPTH co 5'-10" 5'-02-1" 6� N MIN. (3) 2x STUDS R @ END OF LANDING BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMING (2) 2x HDR. REQ'D @ EN[ LANDING FOI STRINGERS - CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 112" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO._ SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 0 in 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE I 00 cD (D N HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" - FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" H4 FLITCH PLATE H5m (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 1 TYP. @ )2 CORNERS 5 v SIM. W/ (1) MSTAM36 STRAPS @ BASE I, r" TUB/ SHWR TILE TO 7' A.F.F. 00 TECH CENTER = `� 7'-9° cct g H 1 D2 0 HANSON BOX LAU N W. � @ 36" A.F.F. J 8' 0" FLAT CLG. I Q 4 TILE 3: 3'-10" 3'-11" I co cv D. I DRYER VENT THRU SIDE WALL WIRE SHELF r @ +54" A.F.F. m J S6 TYP. G.T. I I 2' 5068 N r s 11'-6" U.N.O. 3 BF _ D2 ^BEDROOM 2IN BEDROOM 3 SIM. W/(1) 8'-0" FLAT CLG. rl 8'-0" FLAT CLG. MSTAM36 CARPET CARPET STRAPS @ BASE *EGRESS I J*EGRESS 21 SS H 25 SH H1 9 39 22 D2 I JAMB STUD OVER D2 D1 D1 I H1 1 ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 I I 6'-8" 6'4" 5'-10" 5'-10" 6 4' 18'-8" 25'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" rA +29.7 / -32.2 © +29.7 / -39.7 Q +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 FC� +26.6 / -33.5 G SEE SN SHEET H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) 20 X 26 - R.O. FRAME (Fin) 181 X 25 2 TYPE 12 S.H. 1.3 20 X 38 18 2 X 37 4 S.H. 14 20 X 50 s 18 2 X 50 S.H. 15 20 X 63 1812 X 62 2 S.H. ^- 16 - 20 X 72 18 2 X 71 2 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 a 26 x 37 4 S.H. 1 H4 27 a X 50 s 26 x 50 S.H. 1H5 27 a X 63 26 X 62 1/2 S.H. 1H6 273X72 26X711/2 S.H. 22 37 4 X 26 36 2 X 25 112 S.H. v 23 37 4 X 38 s 36 2 X 37 3/4 S.H. 24 37 j X 50 g 36 2 X 50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 ^ _ 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 52 2 X 37 4 S.H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X`63 52 2 X 62 z S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A - S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SO. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS A7 EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - A SCALE: Y4"=V-0" N N c o CM C-4 N N p y N N N cc cc � q N21, N N cr- L ca N G- c E av p d U W"4. SE v ofltiltt m To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda 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. to H Q o 8 O N 0) O so C N r N L Q Z N V C -� ! 7 , w o_ Lu L ct1 O W � Do mctcD O W Z LLo u Z m w CO MZ ¢ = N 00 < co W ❑ �NQgp z Q_ a- U) u M - t�tn0 w u O l/i U E 8 �® W E ® a_o N E E8 rZ Z0 N ra ZNs J N of W o O > LO O a; m CID O Q r IQ. N m LO O � M (� O S� o Ln Q ai E E Z N o CID Z E O `m a E U 6 p C JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. 1.2 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS 7 3 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS FRONT ELEVATION — A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT EXTERIOR PLASTER ON FRAME TEXTURED Cc' CEMENTITIOUS FINISH ON CMU (TYP) FIN FLR FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 14.0 2ND _ FIN FLR t—TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION — A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 s z U cu 7 W o G7 r� U O- C•7 cy E cc 67 O E C1- cr ? ; GYM Y- `� �7 J CIF 1 ESs`O Nfllllfl1111 \\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E 8 0 N 6 o Cm 00 N In C0 P � O� C a J 2 LL W t1� SS a z m e a 4 rig °7 m ZLOMZdJ LLW = N O U0 W co ❑ ❑ z o Q �4--J ft3 wC: OV) C y .h Ch v w � I o w Z J c z Z F (O E a ca -® �_ CL oa� -° Z o F m t gG2 < 0 & wz 0 w • rD c c z p 01 Z ra 01 �Z fr?i QJ j aN g p �, Nw V � � UU Zk 0 0 Lo m rn m O T-- Q Cr U) 8 N 4-1 m U') 4-1 N N LO T Q r T hi E j V N ^ o Z Z E O N W cc a U � ¢ p � JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. 2.1 d w 2 L NN _-✓r_ . __ 1_ I 1 11 1 II - I 1 I- ! I 1 I __ I I I -_ Il 1 IA I 7 12 15.0 1 H3-SH FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T n nn �-.00 _ 12 4' OFF RIDGE15.0 - I � V�NT�- FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER _._�_ 1 - 7 �; - -- -' - - SPECIFICATIONS EXTERIOR ®® PLASTER ON CJ FRAME FLASHING 25-SH 25-SH 12 -_.._ ---- - --4.Or — ---------------------------- - - --- r_ :. ---- ---------------------- CJ/WEEP TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) --- — —i--- Y -7 ,. - ----�. Tom' -I -- ---_ -- 35--- 6068 SGD REAR ELEVATION — A SCALE: 1/4" = 1'-0" 9'-0" RIDGE VENT _] [_ .1 -_T rETC I ? - I .-Jr��T . FLASHING 24 SH 12 _ — — — — — 4.0�--------_ CJ — CJ CJ -----, -- --- CJ/WEEP R---I— --- -------------------------- — — --— — — — — V--------------- ---------------- ----------- ---1— TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) EXTERIOR PLASTER ON FRAME 12 — 14.0 *---------- RIGHT ELEVATION — A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 c•a r.� sacs w- 0 d W CO o 1 = LL- Cl- N � O N C rp � N � ✓ }� w �r-Lc_ � 3 m =3 y C� rD 1 CV 0 ���iallrrr W N eO N \\,\N� < _ �4 " t' O ?OFESS\ ���77rrN111illtttN� �` To the best of the Engineer's knowledge. Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H F Q 8 N C� O1 V C3 0 C'o_ O H coo NO� 'S LL Q C J l W JLLLL Z °7 m C CS o N_ � ro� � pjQ' m LL ZWW M0 N O U o z W ❑ ❑ c9 � T N M i `l o as a o v � n � 'P`• U 0 W s LM L r CS _Q Q N s o0 o w z L10 Eo c p � �£ z _ 0 oCIDa � o0 Q Ov o Z O O t �o qz a� wz ms inru c ox w� oLL Z >z Z � [� J a ro IZ h < n' ,+ Gil. OU p w ,. a0. U N W W >> v & z IJ a� z C C:)i .s a> Lo > C ui rn m m c9 0 T T Q r CL � CV m LO 0 r�l 00 Cfl N 0 N LO r. Q � T cc�� N �Z o Z E O to a E o � Q cc o 0 JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle Installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �,4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH M CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE — ® EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) F{]D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TI� TELEVISION (OPTIONAL) T� 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER a ELECTRIC PANEL DISCONNECT SWITCH � L J ROUGH -IN FOR OPT. CEILING FAN Q�W CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN E� (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR NEMAI 150 AMPI 200 AMP #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC .I 150=2/0 200=4/0 In 2" Conduit 200 amp 150 amp UNDERGROUND Tect, SERVICE BY POWER CO. INTERSYSTEM15-1 4 Bare Cu Ground BONDING GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250,94 J CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 3 GFI LL IF_ �� fV IGF U.C. OUTLET i w � I 3 I ! KIT.) Z SWITCH FOR FII a DISPOSAL 1 , IGF LL I® II �� x N GFI LL I I W I I ■ DEDICATED RECEPTACLE FOR MICROWAVE RANGE -ill-3" VTR 1.5" VTR HOOD PER SPECS ,III I 1� I I I I I I • Kam' � I I I -ill 3" VTR 1� I � I • � I ice/ j I I I I I I SPEC 3 & 4 KITCHEN SCALE: %4'=V-0" •---- LANA]---- ■ AC PAD I I I I DISC. GFI �V/ \V WP I GFI `0 I 11 ALT 1 AC PAD I -- =� =J DINING ORKFSTa — — WP - LIGHT, ; - OPT. D 5'-0" - SPECS - 5r �a LIGHT AS PER -- ■ SPECS PENDANT LIGHT PER CFI GREAT R M SPECS I ��� � � '' !, il' \ I;_ � -� IGF68 I .r- _ _ IGFI • ROUGH -IN U.C. OUTLET I _ - FOR OPT.1 FAN/LIGHT (/ II a SWITCH FOR FI I o o I I - '� OPT. CLG. FAN/ LIGHT PRE -WIRE DISPOSAL — — — GFI _ II / \ ` GFi LU t I I 0" cy 24, ' C.M I I CH 3 • —__ cr) I I I I I G I T A D I I I I WIC AOE D' 41 1 1 1 1 II I I I I ■ I" OWE 0 GFI @ 44" -- A.F.F. 1 ` W.H. 1 Z Z a 1= a /< - I GARAGE 1 U - DB WP LIGHT AS / U_ � I I GFI PER SPECS w W GARAGE, / ' w ■ I I ■ \ I I 1 iETGARAGE I I ENTRY I DOOR I I GFI --_---- bL ■ j I IRRIGATION GFI -----__ ■- I I @44"A.F.F• I • I I I I I � I ------------------------------ ■ ■ -----------OA-`RUGHTS ----------- OR PREWIRE AS PER SPECS i DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS WZ �OW won >_jm r--------------------I I I I I I I I I I I I I I I I I I I I I 1- I I I I I I I I I I I I I I I I I L------------------------------------ J RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN —A SCALE: %4"=1'-0" r.1 C" d ra C cry p F— Y w o C_ � O n J C-A _ N i a m N u� 3 rn_ d ,. ;. C, d � , v; U Cli �{s 0, E N O N ti N r` 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, to a E o �m 01 Ct S ro 0 9ao- Z y Q � M� u LL c Lt m J W W J LL d w — 1 Y ccrn � C t �o 0 W o ��c °, W = goLL 04 CV of OU of o Z cn _ W ❑ ❑ � M Ly N O a to J_ 0l4n ro v� d O N w oJim c- N _y N 03 ti- U w E U o c w Y 8 • �0 N so0 o w M o —1 ,6 d a' R C) E O k z L oa F- ra � ° 0 � w tt� aio c'n ra € r Z C)- JI �o aw w =z u> LLZ WCL� v o� pp Q aQ wl > o oa o- C O 0 TV i > I.n 0 �' a� rn ro m 0 cID o Cr in LN O � C'7 N O ui m d' 04 n o z z E y B f0 c a v ° Q o c JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. 3 y�A 5:12 SLOPE I a I o I N 1 4:12 SLOPE w 4:12 SLOPE I W CL O J in N 4'-0" OFF RIDGE VENT H Z Lu Lu C7 Lu —0 1? 5:12 SLOPE —v ZONE-3 ATTIC SPACE 1071 SQ. FT. I w I O J A i[i LU O y5:12 SLOPE to I W ZONE-1 a ° ATTIC SPACE J 97 SQ. FT. Ell a ZONE-2 ATTIC SPACE 60 SQ. FT. ATTIC VENTILATION CALCULATIONS — A ATTIC VENTILATION REQUIRED IU PPER VENTILATION PROVIDED 1/150 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 b Upper Y PP SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented , be provided Ventilation (See Elev) required q needed required Y upperVentilation needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 — 0.0 (Zone 1) 0.0 4M Main 0.0 0.0 Floor 60 58 8 29 2 14 - 0.0 (Zone 2) 0.0 0.0 Upper Floor 1071 1028 147 514 37 257 9.0 1.0 273.0 (Zone 3) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 135.0 138.0 IS PROVIDED AT EAVES/SOFFITS AS ROOF PLAN -A SCALE: Y4"=1'-0" C11.i (O C`J cc � O d •_ CD L.+ CD a� a rz V N m x Lj- c)_ ccr o cn _c, CV t u! d CJ fp S fJ _d d 11 ' d G E c ar o �- �r " 3 m r_ iss m nr l'.r r v d ar 3 �E rti O W /N ''°y°�r F1 0`�' �L`�,�o�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Bullding 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. N pE Q Q N h 0 � � N M OV v # LL Q C J LL W LL LL J as Z Lu m C aqr a S 'co O gip ry W N Z ¢ r IL z co N O U �d oc) Z 0 0 W ❑ ❑ 0 .z N g 0 z � N z a7 cn n - z o �N Ua Ow N ry a tJl _D U ~ � L 1 L% ) % 4 � � �0 r_ c w co c� o U_ Ci oLL ary z® ro o� °4 Z o ro O wz _ c ° 0 o oz z� Z N J < '< z EN � ` �z 0 W 2, LL a z w z U � a, - tco co ar R 0 03 o y > Ln 0 rn m f0 0 (� O r T _ Cr a U) N . O CIO �Q CV C) O LC) 1� Q T N z n Z C E m a U J Q )OB NO: 22-08303 SCALE : AS NOTED SHEET NO. 4 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 - y UJ LU � Z a 'X— CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" ;; #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. I ' HORIZ. REBAR, TYP. U.N.O. —Alternate: a The reinf, bars shall be • cont. around corner by cold bending the bar w/ min. bar lap of 25". - T TYP. CORNER BAR DETAIL o FACPAD SCALE: 3/4" = 1'-0" d 13'-4" 2'-0" x 2'-0" x V-1 W/ (3) #5's E.W. 25'-0" 10'-01, 7'-4" L TYP. I � I I o 11,4„ N - 6.-8" I' 1 M I _4" � S3 f 11 I111 I 1 I ALT I I AC PAD II IV ------------------ I I I I p TYP. @ PROVIDE 1-1/2" RECE HVAC CHASE 2 STORY S6 I BASED ON FOR SGD DOOR. REF jlll LOCATION I TO MASON'S SCOPE 1 FOR WIDTH 1 II _0 1 11 0 M 1 11 INDICATES FILLED CELL 1 11 W/3000 PSI CONC. GROUT I T 1111 FROM FTR. TO BEAM 1 I W/ 1#5 REBAR_VERT. _ _ C.J. 1 I 1 ABOVE SLAB. TYPICAL II II @ ALL PLACES SHOWN `� 1 11HOOKED FTG. DOWELS 17" 'EMBEDMENT W/ 25" — — I*XT. ABOVE SLAB "GRADE 40 j jl o (STEEL" I III � I 1 1 III a I I ❑ (n � 11 II❑� II I II El ��-, M o0 13Y" MIN)000 PSI CONC. SLAB III M `D FOR HERNANDO COUNTY ONLY I I - 13Y2" MIN. ��00 PSI CONC. SLAB OVER 1 in 1 6 MIL VISQUEEN VAPOR BARRIER C.J. — - 5'-2" 3'-10" ,-4," I I I I I I I I I I I I I 1'-8" 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. J TYP. @ 2 STORY 0 r` s LO I 1 15'-4" 5'-3" 2-5" 12' 0" PLUMBING LINE TO I 9 11 SECOND FLOOR _ o 1 10'-0" ELEV. !� � T- <� I 1FIN CONC. SLAB L ------ -- I v 4'-0"x3'-0"x1'-011 III 1 2'-0"x2'-0"xl'-0" 1 0 CD IIV/ (4) #5 E.W. I 1 14'-5" W/ (3) #5 E.W. 10'-7 1/2" C0 I M c`7 I — — — — — — — — — — — — — — — — — — — — — — — -- 00 I � _ 80 J *4" STEP 3 1/2% 1 DOWN C 1 Cl)�.') (" 00 j 6'-4" 10„ MIN. S3 TYP. @ 2STORY l I S3 I 3I-0" L I i % BUILDER TO PROVID I 1 w APPLIANCE PROTECTIO in TOP OF CONC.I RECESS FOR FRT. DOOR I p I WHEN REQUIRED PER FBQ PAVER TO BE 4" I 1 -j I BELOW FIN. FLR. I PROVIDE 112" x 9112 1 I II 9'-4" 9141 I • I -4" d C.J. L I • � W - - -+— CD S3 1 j N I 0} TYP. @ 1211 00 1 i CD Z ENTRY 1'a4" o I Fa 0 12'-6"x2'-6"x1'-0' I I TYP. @ o LO O fn I W/ (3) #5 E.W. I SINGLE r 1 u- N 1 j STORY - (2) # VERTICALS- N I W/IN FILLED CELL I q Z p I I S3 ~ F- I q I O0 3'-0"x5'-0"x 0 1'-0" S3 I S3 I S3 HB r "' W/ #5 @ 8" O.C. 1 1 _ cry E.W. L— — — — — — — 0 6'-4" 25'-0" 16-8" 18'-81, 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 } Z� OO O N FOUNDATION PLAN -A SCALE: Y4'=1'-0" c�a -a C-ly UCS • c o �—• � W U � s O c+ ct^ o ro c m c�—ra.. % o ti N L rE 03 � HE 1 m / t — IV N 'N/z : \� i Q A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W a v E I3 FA N N O W C N m 4 (A � r n -- E Q N O ih u, : LL LL LL a — a- 32 Z Co L V N o 65 romLL W Z w 0 N Z d 0 a N OU W ❑ ❑ cD co m 7_ m U)V) Q z ❑� N u, On O :n w N L. N U U po� Y • � 1� Iffll r— o r M M i'i Y c o_o �aR of E UI wz o� H oa o0� Z ro N ra t wo ap it ng C/) c ox °LL z 05 c!� ' g Z o g (J �z N W T i w� �o o vo .0O � > LO O N � co O � Q C r LO � O � M N O 04 N LO ai E N a E Q y @ a E s C ci Q o �' JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. 5 i ) 2x BLOCKING J TYP. U.NO. V @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING 00 J U_ CJ2G 2 D2 CJ4G (2) FL5 2 D2 S5 SIM. @ CONNECTIONS II II II II -H II II II /R II II II II P. FL2 FL9 p ) TYP. @ %--/ LOW ROOF ■1 �IM I ISE! -A-`�LIJ OF WALL TO FLOOR A:• 011 A TYP. Q U.N.O. LL / 22 v ii 39 u u ii ii u A TYP. @ S3 SINGLE STORY 00 J LL MIN Q \ TYP. U.N.O. TYP. @ CORNERS 1 D2 J TYP. U.NO. (2) A 1 S5 SIM. @ CONNECTIONS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft /IND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 D -G. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12 a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 35.94 49.57 -49.57 49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q iT SHINGLE:'/6" EXP. 1 CV16) or'Y32' EXP. 1 e� 16) r TILE: t%2" EXP. 1 (3�6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Yg' x 0.113") NAILS 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 16/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ti 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP N - 2x BLOCKING BETWEEN STUDS �i TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE —2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x -' 1 1/2" NAILS TO BLOCKING r f" BELOW @ 16" O.C. r— �, PLYWOOD FLOORING LOW RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION SCALE: 3/4"=V-0" i (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT 39 FLOOR G.T. SEE PLAN UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9- 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 _ 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS _ J HTT5 4350 3740 _ 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR ------- __ -. �- - M VGT - F 4940 3555 T w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR ---- N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 _ 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" 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" SDS SCREWS & (8) 318" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100_-M_ 4520-F _ _ 3100-M 3800-F W/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME �- "X" HTS 20 1310 1245 24-10d x 1 1/2" �M HTW20 1 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d r SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 _ 12 - 10d HCP2 1 590 1 555 12-10d x 1 112" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *«* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP IA-7 00 (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER -(A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN -A SCALE: YA4"=1'-0" c•� Gt ram+ 0-11 co d G co [b N u V N ct_ •. � ,:ray 'iV CV To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N jig op c U V) 0 in��P S w V% Q/ rN) v 22Sz J NC LL J 52 �U_LL ,a W S Z 13 J - -6a rn z mg 1%,F;Wul 0 . W W�rnO, m W L', _ L0 N Z M F Z N O U o IL ❑ ❑ � e U) E3 W CD w U n .� U 0 ua $ L c r" f6 C� L S U S Q $ m o `C`> J w `z _ 0 E P ..' oLL wti ao� z® on. _ �u 0 Z 0 c = I x m p d a� z nw - K N4 T� ax olq, o > °O = Lid o� M O �r— .—. Q CT Y r a N m L0 0 CIO C) LO T � N � T m � N iri d Z z E O E •• U J ' :3 Q CU J JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. 6.1 I-- I f_ 1- I _ 1- i -- - I I I I I I LI I G /TVD 3 U y`i6' \G U U V TYP. U.N.O. I I I I I I I L------------------------------------ J —(2)0 TYP. @ HIP CORNERS ENGINEERED CLADDING W NDFPRESSURES AND SUCTIONS FOR MEAN ROOFOMPONENTS HEIGHT 5 25 ftND 16 ROOF DESIGN ALLOWABLE RSHPER ASCE VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r .3 3e 3r 10 HIP -35.94 -49.57 49.57 49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/16' EXP. 1 (2Y16) or 1%2" EXP. 1 (3�116) TILE: 7 2" EXP. 1 (3716) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" Fx' 0.113") NAILS 2, WHERE THE SHEATHING THICKNESS IS GREATER THAN 1/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS 03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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_ 1 112" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H 10A 1040 1015 18 - 10d x 1 1/2" RT 16A 1020 1160 9 - 10d x 1 1 /2% 8-1 Cd 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/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR — -- — - --- — — -- M VGT - F 4940 3555_ _ w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR — -- - - -- - - - — N LUS26 1165/1060 ** 1005/915 *" 8 - 10d x 3" JUS26 ---- HUS26 1000/1080*" - - 8 - 10d P HUS26 ---- 1320/3235 "" 1335/2820 "* 20 - 16d x 3 112" 2035/3400 ---- --- (20)16d x 3-1/2" Q HUS28 1760/4095 "* 1720/3125 "" 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. -- -- — — _ - -- w - -- -- — - T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME -- -- - --- -- 3330 -- ----- U MGT 3965 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 324.0_-F w/ (14) 114" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M_4520-F 3100-M 3800-F w/ � 2) 1 D SINKERS (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME y - "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 _ 555 535 10 - 10d SPT22 735 8 - 10d 1010 605 12 - 10d 1090 12 - 10d SP2 SPT24 HCP2 1 590 555 _ 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-112" " MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY *" DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5%0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER --I (A) xCO TL D R ROOF FRAMING PLAN -A SEE SHEET D1 FOR ROOF FRAMING DETAILS CV r•3 c C0 , 0 . cu a cl n C� U Ct r —-amx Vi l0 C=J # � v � 3 cc y cu ,�•i � �_, a, c u ...- ! x S- C F .. �j .......... 6 N 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. M W Q d E N im N 's % M cn t- r� ZR `,8 (� Q N M x5 C-, z u_ a W J LL u- 5 0 Z_ m�O7 0 .. a o"N (O o o�pjO' m W LL Z �Z a a � O V Z W 130 L Gpp� th Z UD n � I r M X � Co w � U Q) O w VN U � N LLl J ® t 7 U e ®® r� r CM ? `i ri E rq o '1 �iv z R =u 111 N k' ` 0. K H RI Go N tx_ Nm '6 Z 0 a ° = a'z �z i W � r w a oK �a c+ as ;o= � o� Ie o u `s C C:)C N LO O V ,m^ V L co O r- � T T rrCr O '� C) CO 04 CV of A CV o Z fC Z :3 E O N N N 0- EE L)J N Q 0 C J JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. 6.2 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled Ilnteis as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 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 / 1 .0 --Safe vertical loadSafe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS • • • • arZ E e : E lal FORM & GROUT SOLID (V Q LU O #5 BAR CONT. 8F12-1 B/1 T O "V LINTEL DETAIL SCALE = N.T.S. MEN ON on on 0 0 M M0 MW 0 in E '"so O 4'-6" LL O 8'-8" LL ' LL I T MSR(1) IN. RCI'D (1) REO'D ALTERNATE POWERS FILLEDIla1V/111vIV F =FILLED WITH GROUT /U=UNFILLED CL1/2"EAR STEEL LINTEL G R = RECESSED CITY. OF #5 ° REBAR @ BOTTOM OF LINTEL CAVITY 4 ° .M.U. q5 REBAR AT TOP W a ° ° MIN. (1) REO'D 1-1/2" CLEAR 8 F 16- B/ 1 T U` ° A ° Z 0 ° GROUT n J i =?t tNOMINALtL QUANTITY OF 5 REBAR AT N C M.U. :?t O WIDTH #5 REBAR AT ° O BOTTOM OF a ? F w TOP o LINTEL CAVITY w O n � Lu !-uJ 3-8 LL NOMINAL-Q --BOTTOM o (r d M HEIGHT REINFORCING Q O 7.5/8"ACTUAL PROVIDED IN Zo w N 5 REBAR AT BOTTOM 8" NOMINAL WIDTH LINTEL ¢ •' O � � 2 AS INDICATED (VARIES) U)) MATERIALS-16 GAUGE POWERS cTf'-pre�ffntels = 3500 psi. STEEL BOXED LINTEL 2. f c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psl w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" 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 A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 9'-0" LL O MIN. 17'-4" LL LINTEL PLAN -A SCALE: Y4"=1'-O" r c tJ >• ry © c o u u e'er o N .tax ry o CU � cat a 3 cc G. tw <a ;;- ����\11t111tt11Jl/N TV •` 1�l - „q� OL` 1 t� F41`0X To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these ,.wings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N E N V N O � C C0)M vI Ul) JxA N, � { J LL Q C ---I LL Lu 5zs _J Z re W Mo ,� o ��°'°' W m LL= C Mzd ZN OU L) W ❑ ❑ 23 M 1 � o � N r- rNi WV1 vf_�o LL � Cv (a w) O Ln r_ ` U r_- E ® w Co t 8 I y� s • �0 2 c w M M h E J CI O w o �p nLL 2 zp 03 t'-- � h as a z a Z z 13 � _ O U gLL �b �Z fn < Z z Qo rr o to zl ;o z U c0 = >LO O C c� (0 O ,_ T_ r N o ~ in LO O � M N O N LO T Q ^ T E N v ^ o Z Z 3 N E 10 E a .. 0 � a o � JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS A F R PER ARSENATE A- WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL S O DECEMBER 31ST, 2003, CH OMATED COP S (CC C) CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS 0 S THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz 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 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. F R TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A ALL R00 AND FLOOR USS D AW GS FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD AT TOP F THE GUARDRAIL OF 100 PLF APPLIED VERTICALLY DOWNWARDTHE 0 0 L 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4- MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2„ X„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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: ASTM 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 ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent si n which identifies the termite treatment provider and need for re -inspection and tr%atment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigationlsprinkler systems including all risers and spray heads shall nbt be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and 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 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore exterior soli treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MIC ROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. c.S cv C-1 i �l (r7 N U o d l� on G N U P7 N v L- X �u-CL 7 v N Q, C9 CO d N X 3 2 ti m V =3 2, Co _ Cj �o it ' � ;Z6 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 - Residenlial 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to a g aE M V 0 N O' rA .9.)� �_ fA Ul rnro- Irn-r 04 v ! # w Ju-LL o L= w ' o ow ie Z M L 2 0 o�r� W Z LLW 0 oDr, M Z a J ZN OU Q W ❑ ❑ 0 0 N r M to r ' .O C� o u_r t! / CNI- N ® Lli J � � 1 � L c -o M o c0 M } w J u Gi a � a C OUI so � a® oa N U 00 u, - � za mo J r$j a i0 j c gV d l C.i n W o a <a kS 9 ,� 1 (� a i L Orn i co CD T- �1 T (1) m N LO ti� O '� CD (0 N N LO ci w CN o Z Z 7 E Q Vl �' 2 Ca C cc tl E U � -0p c JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN STAPLES @ 6" O.C. VERT BETWEEI STUDS (NOTED THUS:—) - OFFSE- STAPLES BETWEEN STUDS AS SHOWI WALL SHEATHING DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAxl-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF �—� HOME H C G GARAGE SIDE O O O 5-0" a - I = r7 STUB -OUT FOR 1'-0" L 0 9 GAS METER 0 o �• U O F N 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. "IT-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING L Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 net wood panels Two 3/4" wood panels or 2 x _ 1-1 /8" or two 1/2 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (10d) nails at Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls Load bearing wall must stack ���� nvpr cnn�ehein hlnr4e �nrp � N w X CONT. #5 BAR FILL CELL STD. 90° HOOK STD. 90° HOOK r— BOND BEAM _�-- CONT. #5 A� BAR #5 CONT. FROM FOUNDATION TO HIGHEST 1 BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BEARING COLUMN I ` 7 � �CONT. BASE PLATE SEE PLAN FOR REQ'D COLUMN AND —PLYWOOD FLOOR ` SHEATHING PER PLAN CONNECTION f—TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI i' '--MASONRY WALL OR Pi INTERIOR BRG. WALL TJI PER PLAN I ii# OTHERWISE SOLID BLOCKING TO MATCH OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule Joist Bearing Location -- Series Depth End Intermediate - 9-1/2" 1 2-8d 2-8d BCI5000s 11-7/8" 2-8d 3-8d - 0 14" 2-8d 5-8d Clinch nails C 9-1/2" 2-8d 2-8d when BCI 6000s® 11-7/8�_2-8d - 3-8d possible BCI 6500s® _ 14" 2-8d _ 5-8d- -- t 16" _ 2-8d 6-8d 11-7/8" 2-8d 3-8d BCI 60se j 14 2-8d 5-8d Ti fit 9 ht 16" Mid 5-8d 11 7./8" 3-16d 3-16d4" 2x4/PI ood/OSB web stiffener 2" min. BCI 90s® 14 5-16d 5-16d required when indicated or max. L- 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below - Load bearing wall must stack over / blocking and wall or beam below.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. Provide adequate bearing for each lapped joist. (quash block — 10dnails SECTION @ INT. BRG. WALL 2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam ® �! NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch or drill flanges Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6"' A 1Y" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB, PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. >•R+.+'TY 'F. fi L& �'9iR`I"YY"{q 4 �N p ...• t��.Y° p u'l.V*�i�hS�•iY"l. �'u.A RYR+m. y�g�ti En"' i`�„ "s �`Fx,��• 1� =' tE,,:. :..d.._ - .F...�.F. ]� e ,,.E.. I.JJ -•+2dn , ,�::t. R'L}��y.}�� C` M1.' Y s'? �q'N`i� 'l`r kWp 1�I XrE•tJC?iY .+ j � �yd I;.J d :� i k k< , '+s• bY'i�r.i,. RAN '� T1< �I' ix3 k A � I q .r32.ii5°A{, P �, 7`C; �l�Mf wj„F,FP i P.yf ]wM'. d� 4W a 5 �� 'iwt N " �lw�''i ey�� j 1 T �7:R� 1 • Rye 'y v^p, 54vp' i a�R.ce_. F {� _j(�Nli,�yy^+.1/ ) . 8S �k'i' �. 'C ,. .Rt µ ' :x.- u' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Plumbing Joist I -Joist can be offset ED up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. 1/4"-2" gap NI I Top Mount" "Face Mount" Backer Block " Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height -- -� requirements 0.6 X Joist ✓ : depth I III ✓ � I 0 I %iVJ I i,. I -JOISTS BUCKETS N.T.S. SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL a• aH ;o FINISH GRADE SLEEVE THRU STEM-/ SEE PLAN FOR--'•. a • FOUNDATION INFO ° STEM FOUNDATION GRADE 0 A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ,�; (WHEN w/ (18)10d x 1 1/2" -_"_ REQUIRED) NAILS =- UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE 0 1 '' I I TTT • PLUMBING LINE PVC OR SCH40 SLEEVE a C ° 4 • -I 1 f_TTT SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING GILNE in g � • aw • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE - G a _ a ° III I —/ . Tr e SEE FND. PLN. SIZE & REINF. N C`• 1 a rJ \ cn� t y,R U v�ro k • V C LL' ,�. cu r_ J ; a, GY lr R .r cv .n > c � °� rs 4Z •- VJ ro � R S N 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. .4g E M � y V r 2 0 ~ 0 93 N ENO :Ii Q yy M V' SS22z � lL l W C J LL S uL SS a w Z —.6— m qo S L a W O z rn ox W co_ m N Z Q Z N O U W ❑ ❑ `= N Z Z O Q, c J N rt f~ � A U Q to u.J 8 c �N 01 R— U � LLl � I C_ ¢ 8' Qr � S � M m g LL_ z 4 > p z® Q E vca fug na t— o Fgo f �a U z N co L i Y O s co J o i7� >Z f`rn JU a= W w T C c O > Lid O rn m C9 D\J O c T m VJLO 4-J 00 N C) L0 .0O ai j C`V i6 I- o N zm E - r r C 4)Ua. J$ JOB NO : 22-08303 SCALE : AS NOTED SHEET NO. SN 1 3 v iE LLJ in cD i (N 0 J M 0 i� C2 Ew V) 3 Q 0 i E E 0 0 C J 0 oO UI 0 U .a _ z I Y .p J LZ O a 0 0 N 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12O.C. w/ (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2) 12d TOE NAILS (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (W4N PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)1Od NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING J� �� 1/2" CDX PLYWOOD OR 7/16" O.S.B. IV (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B -_� r - -- SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF _ _ PRE ENGINEERED WOOD APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24 O.C.) TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB &BLOCK "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE HURRICANE ANCHOR EACH @ TRUSS (SEE UPLIFT SCHED.) W/ @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" `„ 6 x 6 W1.4 x W1.4 r -- - - - - - 7.- SIMPSON SP1 w/ (10) 1 Od NAILS 5/8"° x 10" "J" BOLT @ 24" O,C. W/ 2"°x3/16" PLATE WASHER (TYP.) SIMPSON SP1 w/ (10) 1 Od NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH °' I " _� ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. 0 C OR 5/ "x O.C.8 10 WEDGE ANCHOR 2 " x 6 W1.4 x W1.4 " INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ° SHINGLE ROOF, SHINGLES TO a - co @ 2 O.C.) WWF OR FIBERMESH ATTACHMENTS 2" MENTS WWF OR FIBERMESH HBE IN ACCORDANCE w/ ASTM G H, ASTM _ IL — I q i I I Aa z ELEV. -0'-3 1/2'D7158-CLASS 31/2"MIN. 31/2" MIN. 12 or or D3161-CLASS F, IN I I I 'I-I�� I ° I' ' I I I I- I I I I -I I 2x4 FONT. o— A.F.F. p IL ° P'31/2"(min.)- F - - ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING f L=I =I �L Ir�- II I III I I o p ° ° .. -- 4" O° n - I�r • p ° -�T 1/2"(min.)- 4" °° `' - (TYP. VARIES CODE 7TH EDITION (2020) -1 �i i IJTI I I II t lr[I GARAGE DEPTH VARIES - 31/2"(min. - 4" - _-_ _ 31/2"(min.) - 4" - _ _-�I �_ RESIDENTIAL 8 -` 1T1—III INSULATION LE ROOF SHEATHING -SEE E-[RSHSHEET TYPICAL INTERIOR BEARING -� , I r m ,,� (2) #5 FONT. 4" 1'4" 8 -I , r (2)#5FONT. ��� m m8 FRAMING FORN SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B N. TYPICAL BEARING WALL STEP MI SHEARWALL C UN.O. TYPICAL BEARING WALL @STEPrcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. j0Eos� W/A HABITABLE ROOM 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ��o s CEILING & 8" O.C. WALLS 2x STUD ,c°N� 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 FONT. EXTERIOR WALL 8" C.M.U, FORM SUBMITTED WITH PERMIT /� NOTE: INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR C„ G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR 24" O.C. VERT. (IF NO UP LIFT ON °�OR LIFTON PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d 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 20" MIN. LAP [24"MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600# ) ARCHITECTURAL wl (10) 10d NAILS _ SPACED EVENLY C142x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAREINFORCING a o BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 END OF 2" x PLATE WWF OR FIBERMESH :, E 1x2 PT WD FURRING @ 24" O.C. FINISH TYP. ASSUMED FINISHED � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR v o ' 1> N _z oo 1/2" GYPSUM WALLBOARD GRADE #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy- 60ksi y� e LLL TAT U.N.O. 1 # VERT. IN FILL O 5 MONO OR STEMWALL z �, p - - - o FINISH GRADE 25" MIN. LAP [30" MIN. LAP] ---- _--- o- g _ — — — — D I I IT Q ri- - - - - CELLS (SEE FOOTING MONO SHOWN °O 6 MIL VAPOR BARRIER - P ° - - - 00 - - .. w- ° FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY �- ° R 1 7/co 8 #5 REINFORCING BAR 1x4 P.T. BASE NAILER - ? ° �� 4"x4" INSPECTION NOTE: 7777TT LL--� 1 II h #5 LAP SPLICE (2) #5 CONT. ml �1m !8-1 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL - 'FOR BEARING WALL f ° COMP. SOIL. (COMPACTED TO -I,Ill _ o � _ I�.� 36" MIN. LAP (36"MIN. LAP] ^ , _ ON 3"CHAIRS "1' 4" (TYP.) W/ UPLIFT ONLY _:._ 95 /o MODIFIED PROCTOR ASTM - - - - - I - lo" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR -���� D1557 4" 1' 4° ��I #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE('�D� #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETESLABW/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND - FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG "FIBERMESH" 'E DECO FINISH 4" to 6" BELOW GRADE _ r SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'-1 -0" S3 SLAB INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: SLAB INFORMATION.00 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIE 6 x 6 W1.4 x W1.4 ° °P 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR III — _ = z min.) 4" 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER ; u a u �,v ° ° ° - GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO I ° • • • _ COMP. SOIL. �( ° 00 ° ! -_ - - - - - - TOP OF BEAM & LAYOUT DESIGN - (COMPACTED TO 95% -_ 11T - Tff __ - _ - III —I rr III III I ' - - -_ - - -(1) #5 REBAR w/ OPT. SEE ROOF PLAN • . ° - N _ -- - - - ° : ° , MODIFIED PROCTOR ASTM D1557) 1=G=1; , IL= = I I= I I=S2EF�N ENCLOSURE I- (2) HTS20 FOR STRUCTURAL �( -� ! Irr m 41 - �' E - -I I I I I BEAM SIZE & I _ (2) #5 REBAR CONT. 3" MIN. CLR. 1'-4" (1 STORY ) -� 4I- I � I I CONNECTION INFO a r, d' ON 3" CHAIRS TYP. 4" V-8" (2 STORY) STD. 90 NOOK (SEE DETAIL) MIN. 2x4 P.T. - -- - U.N.O. PLATE 2x4 #2 SYP P.T. FRAMING w/ 7i1e�� MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L osB. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w SCHEDULE ¢ OPTION #1 1/2" GYP. BD. coLliMNLOCATION ¢ � SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD w COLUMN SIZE AND BASE rM 2„ FROM SLAB LU CONNECTION INFO. SLAB STEP &RECESS S.G.D. 0r Orr 0 CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND `... • : INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT a • 3 1 ' a COLUMN TO PORCH SILL AT 8" O.C' TAPCONS MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _E •. GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS z CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL �- EXTEND FILL CELLS A A.`' `= • : .•� •.1-I-• EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C• INSULATION PER CHART Z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD N - MAT REINFORCING. • •.. O CONT. FOOTING STEEL -- ''a _ M _ - - • `' '''•.• ' - I - .� PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN FONT. BEAD SEALANT �_ w _ ¢ SIZE VARIES PER PLAN j w/ MIN. (2) #5 VERTICALS M oo - GRADE - r - : 4" oo _ -I I I " / I I co 4 �I TENSION 120#) CONCRETE SLAB E a > J FILLED SOLID (SEE PLAN FORLU � •'.:I I o SIZE AND REINFORCEMENT) Q • +.: WWF OR FIBERMESH ERMESH M � LU CL LU • F, N - - - ° BRICK PAVERS or SLAB PER o o LL • •' • • s z_ M SEE A/S3 OR J/S6 - SEE A/S3 OR J/S6 -I� I I=,, (-, M 6 MIL VAPOR - BARRIER - - -- r - 0'-0" FIN. FLR. COMMUNITY SPECS FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN, CLEARANCE I - �II BEYOND 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) I ti _.r.: • , ::..' •• PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" (2 STOR) 1'-8" (2 ST RY) 4 4" ,, : y. i CONFOUND FOUNDATION FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE 3/4"=1'-a" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. f •� r•.l c� Uj Uj M N1-1 w- N S= N N y f WE _ CD Q W Lz V � M c E m � ,•yl{+I11111J • �,_ . S G n- 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 - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature end seal. _ rn E a N 681 0 CO 00 H�C,4 C) Q �LLU_ CL W ;7, __ —�a .r°c m ag�(_p O WN o W rii °' m Z U') IL M Z It J Z N OU U W a❑ c7 N t7 0 z � Z � ti LL, O0 LU S C N LL � � ®'• ~ J � F, I Ill s o w M o ZZZ J LL_ s E r:> �° z® (D IT Oa 0. 0 L I n 0. o � Z z CV m f Z, z g Zo 0. N T U a 2 m r F z L,I_< or O O = Lo Lid > O d) CC ra coCr o � r � (n N m 1 O -J CO N O N LO r Q ai m �.} N ; o Z z v; E 10 m a 0 � Q o � JOB NO : 22-08303 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIO' 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 VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED —� SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO 1-1 TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT:: / — 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL TO DRAIN 1� EXTERIOF WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" -- ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING - ❑ ❑ DOOR OPENING ❑ - ❑ ❑ 12 (TYP.) SEE ELEV. 30LID AREAS ARE STEEL AND GROUT SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER FULL 8x8xl6 BLOCK SIMPSON SP2 wl (12)10d NAILS AT EACH STUD DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4"EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. L MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOW g S4' KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 11 a -- -- 8„ STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ff \_ r f NOTES: lO 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. TYP. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. ROOF TRUSS (3) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OFOPENING 4„ -VARIES --FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J LU FORM CREATES CONCRETE RECESS TO 2x4 (NON .) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL \. MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR --�.—TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR TRACK GARAGE DOOR ROLLER SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF \ GARAGE DOOR 1E MOUNTING BASE DETAIL ZSEE SCALE: N.T.S. PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. NI:IKIE:3i 88" 71" 58" 41" 34" 6 3/4" 10" 3 1/2"- �N 2x CRIPPLES @ --i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 z"7 2 x 6 P.T. /GARAGE SPLICE NAILS TOTAL) EA. SIDE OF / DOOR <8,,SPLICE STAGGERED J-BOLT TRACK BRACKET vvv,,nnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4' - 9'1 (2) 1 (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS G1 �10d @ 8" O/C ' . ATTACH ALL J EXTERIOR STUDS W/ 4816d TOENAILS TO I P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —� TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS / LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON �PSON SP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U U) 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL / SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING 2X8 P.T. BOTTOM P TE -� 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING f7�—(2) 16d TOE NAILS _ EA. BLOCKING jj 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS - @ 2'-0" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- -5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM I\E PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. co 7 W o ar o cRU Cl) m>.0 a_ `n"oo m d C3 ,jr I.J.— (ti w L o G� . .:.1 ;41441'IE'1I/t �F`O W4 ' i E ~ '`11Z� \L\4 1 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 - Residantial 7th Edit on. Engineer s signature end seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. _ a g � E MN 8 N m 0 �' OsLo N� fA 2- (N+1 O LL d J . Q '� W 10 u_ LL 5 8u rD�_ Z m °� 0 5 � 0 n`° ow W tn��°' Z CN N Z Q J N co O U 00 Z W ❑ ❑ z � — 0 0 z_ ID zo R N z Ur s 0Q) 4-1 L0 M � U Q) O�„g Ln Ei....., L $ I� c) cV QQ o, a' NCD `I CD M w M M J �n 5 N i 2 O =o wr oa cum C:)E Upo r z N t �C rL « �a o m� C, z �, J ¢bz i w u U O a ¢ U o c I< S "s NO > Lo 0� O d' rn o c� (o O T T Q T Y � o � N a-+ m Lid � O � CO N CD 04 N T Q T E c fV r 0 z M O T� c d U -1 Q 00 JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O,C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NA L HEDULE F R S EA N IF >9" SEE 1 O/S5 45'± / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) . EN EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD -, EDGES AND 12" O.C. FIELD N INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) ____ . I ING SC 0 H THI G DETAIL 2"x4" CROSS BRACE 747� APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT wl (3)1 Od 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3) 1Od & (2) 1Od (NOT REQ'D WHEN i • i • AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �� i�� LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING i��� 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7116" @ 48" O/C FOR THE i� �� (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF . �� • `\ NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. �\ @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & �� � O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL A 2x4 "T" ON TOP OF PANEL BLOCKI2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH NG, FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES U\� 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C 48" O.C.INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO @ I I MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. T' 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION- 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N _ AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR 4� X-BRACING, AND TOP `o SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� � � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 2 1/ (2) 16d NAILS - WOOD TRUSSES `� � 00 2"x4" CROSS BRACE ---- APPROX. 8" FROM .')-A RAT RUN BRACING 11 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. (S5:) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAILi 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE NAILS AT EACH STUD FASTENED WITH (3) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. 5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 AT 24" O.C. ON TOP OF RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB BOTT. CHORD FOR 4 10d & (2) 10d TOE LENGTH (SEE TABLE) TRUSS SPANS ATTACHED W/ 2 -16d NAILS EA. END @ GABLE TRUSS AT EA. TRUSS JOINT � (2) 2" x 4' LAMINATIONS W/ (1) ROW �� II (3) 2" x 4 LAMINATIONS W/ (1) ROW (3) 2" x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS W/ 1Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF E ES AND 12" O.C. FIELD 0/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS: rCONNECTION ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF [� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4":: V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 —4— ADDITIONAL INFORMATION, SCALE: N.T.S. S5 SCALE: N.T.S. �S5 11NIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 TOENAIL t (2)16d NA 12" SH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 I.iVIY I 1-JL(ll \IIYIJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • Z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C `MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Ir 0 O a CORNER JACK U w z Ir 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. INS 9CIL } NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROPCEILINGBRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 cN�r N00 i O G =' W � o� ♦ 1 V CJ R © M -z7mx Q N X � Q U in a a> � _ E o c' o� _ -i w To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E V ?�� N W M U M Q LL W JLL m M�� CL L (° C L Z� co . m 6 = M LLW = 0 U o W ❑ ❑ CzN O u- g V) TW l/) U W J U o 0 s eo �w Z ib Cl) cl�o 0 a J ILL._ C6 orD f ¢ o LL >� ¢ n z® Z� E V cv rpio �ul wz aYz oa �o N d i ¢ m� U) Z U) i O W (j �o �r a° � J C> � �t 0< ar O Lo LL m N m L M 0 T T i� r C r VJ m ,-- 0 r%_ CO N O LO r � � z E C) y m a Ei U _j Q p JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PEi+- CHART ON FLOOR PLAN 5/8" OR 112" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 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 SHAL DIVIDE THE CONCEALED SPACE INTO APPROX, EQU 107 AREAS. FLOOR SYSTEM ER\ N I 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENTILLI STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 � FOR MORE INFO w 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD � LAYER 1/8" THICK. INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) zi M LU 4"x4" INSPECTION PORT AT LC a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE C d � , —- d FINISH GRADE dd M - 6x6 W1.4xW1.4id �_T7T111 I_�_— a 111 I I WWF OR FIBER' SH 11Tf�I�1I 111-III=11f-11f -� I �I — I Iu STD. 90 HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-1 TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-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)1Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---� BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE 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. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN 0O SEE FRAMING - WEEP SCREED o z PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,1 ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS('0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA, x 10" "J" BOLT W/ 8" EXCEEDING 1V-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. Ri TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .. .'A +a .. .• ° _ dam. . . .a 777 7� —, 7'T7TT71J-h III— I IU [L[ I [j-T'I=8" (3) #5 CONT. ON 3" 8" V4 CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32"OSB �I — EXPOSUREI SHEATHING x x rI (2)- 2x TOP PLATE BEYOND I —1II —15/32" OSB I I T EXPOSUREI F SHEATHING w II II II 2 SOLID 2x III III II II II IBLOCKINGS ALL 0 EATHIN EDGES (SEE III OPENING SECTION -X III C III x II II =w II Ir7x E w _ 2x STUDS III I II i II II II BEYOND. 'n SEE PLAN III I I I II I III II II I� I 0 it Ll ICI I L 11 Jl _II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1l2" — e ° LZ Z-1 S -112" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O C. STAGGERED FOR SHEATHING vFan�ai aiorxiur, 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.) 016 Ry 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 Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END O w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANY,". N ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL T @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. =i� O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J O wl 8d COMMON NAIL W LL O F) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER oO cow/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. u~i 0 0 m LL @(2) 8d NAILS @ 3" O C. TO EACH TRUSS END OR @ VERTICAL = N w 00 o P MEMBER IF GABLE END LL E LL NOTE' 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH ;= /_ d . — .— - -1 I I -I I MII I 4 -I�.IIIIIIIIII111 I III�III (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 1 (2) (1 2 (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 97-16' (3) 1 (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 wl (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 09 ;2� T c11j r�1 a cc w v y W E, .r .� c i Cr, ro �• c rc ra e-.a .= ri - tj-�. c u- � .N � o N N © t0 .tt N 7C cc �� -N d j > r_ cm a• ca d 17 N E ro o L) go WN 1"tl ,(�esziulA��`v To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N F � E a s � V "o QC�7 N r� 1A 0N N 0) in��:R E " ,0) Qj M - j LL .. Q C _j U. Li0�LLLL Lu fa Z t m11 � W 0grm 0 of W m w J Z-L0 d � z° N � O U U z W ❑ ❑ N O 7 ti Z V .J ' a)0 J U 0 Uj g c Cw J <r 0 t co ui l _ Z G O } N Q N C a E v 0, QQ z® oa WK s¢ Io 0, O El N Iml E Qz a-8 z az �w zCn a � T U Q g �V F H oT Jz �J CD O a4 A ar �< 0 a� L O O rn 12 (0 O Q (� 0 CV m L0 0 � Cfl ' 04 O N LO Qr E c N in z cc z E C)E a U °� Q 0 JOB NO : 22-08303 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: il = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON I 7-2x8 SYP DRYWALL STOP MUST IL NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING \ 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW _ SCALE: J" = 1'-0" V V/1LL ALIGN THIS STUD WITH FACE OF 2ND RISER / P� F - ` \/ SYP CUT TO FIT t I 4RS IN WALL I 2x12 SYP BEARS IN WALL I 'j. 2x6 SYP / \ 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / \ NAILS) (I EW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" i AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I -I--2x4 BLOCKING FOR 2x12 I r-2x4 PT UNDER 2x12 �J I t ROVIDE MOISTURE \ PROTECTION L?ATTACH ALL COMPONENTS / TAIR TO CONC. W/ J" XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2 1" TAPCONS @ MAX. 32" O.C. \ GA'�� / TOP OF ' \ / \ STRINGER \ G, � TREAD 1x4 GLUED AND NAILED TO STRINGER �� 2x4 DRAFT / STOP "N I 2x8 SYP DRYWALL STOP MUST NOT TOUCH — 2x SYP CUT TO FIT BEARS IN WALL I I STRINGERS G 2x12 SYP BEAR IEIN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP 1 STRINGER 2x4 SYP BLOCKING FOR STRAP OPTION: 2X4 CUT ON BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLU (14) 1NAILS)d x 1 1/2" W/ SIMPSON H3 — / AT STRINGER CONTACT POINTS \ SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: V. = 1'-0" �—.STRINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK `2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" `-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4/GLUED AND NAILED TO STRINGER \ FOR DRYWALL SPACING H SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: 4" = 1'-0" -3/4 PLYWC ON DECK ---2x8 SYP AND NAI FRAM I N( 2x4 DRAFT STOP 2x4 BLOCKI C ~� NOTE: 2x8 I \ DRYWALL STOP / NOT SHOWN \\ SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST \ / PER CONTRACT ' / V I I (2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 t"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. @ 6" O.C. TOP, BOTTOM AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: �' = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" (WALL JOINT YWALL TO JER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO tRING WALL BELOW - POST LET INTO -OCK DE :ING x8 BLOCKING :OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES WALL JOINT YWALL TO /ER JOISTS) H / IN, STRING�R 2X BL/ OCKING 2X SIMPSON MTS12 w/ ' (14) 10d x 1 1/2" AILS \3 Fb D D OR 2X BLOCKING / RISt43 VARIE SECTION VIEW "H" SCALE: 1" = V-0" N N N c a d > LLJ N O Cn T� LL �- N � r� en O to a � x � ti d a� E m y Lj J C CJ � E m -i �J .. ryR, \ti • L t. V 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 - Residenbal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a 8 0 co 3 ,0 N cN) a "r 2s LL Q C J z LL W U j- i a- 13Z m ai t N p _ � 30 'm N (D 0 —H ��o N "Z LLZ 0 N O U 8 W ❑ ❑ 7 c� N nQQ¢Q U) M N z C) Cz Q) LL (1) 4 cn LL U � 0, 0 w cn �N U ■ w-_ � L U 0 Q m Sm O � J w z Cn cd CI yci dn, � E V �O V rV - X U oQ O U U z o 6 E a~ <� ¢Z wZ N i a w� N r N m0 oz Z z ' a U a W a _ �w oLL U 5 z Will c O > Lo rn m m 0 O c T V J m LLO O � CO ,� N O M�/� C) L / r N T ai N o Z z ' E Q c d U -j Q p JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. ST _ — Ll P i i I L11 L_ I I 1 I I I I I I 11 —_L- I' 1 L —1 1 U_ Z. 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFERr �♦ UNACCEPTABLE INS1'ALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT MAX. 8° •� PROPER INSTALLATION ♦♦ DO NOT DO THIS ♦• 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CON 1x4 1 X 4 1x4 P.T. ♦ • �1 ♦♦ #5 REBAR (TYP,) ♦♦ ♦♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16" 0 X 3" LONG FURRING FURRING D 2 ROWS 3/16" x 3-1/2' 3-1/4" LONG X 3/16"� FURRING TAPCONS ( ) #5 REBAR ♦• ♦ ♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. &(TYPSTAGGERED @ 16" 1x8 P.T. FROM EACH END w/M. BLOCK@ SPACING �� O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH ♦ �S�D. 90° HOOK (TYP.) JOIST 2x BAND JOIST W/ FACE NAIL 10d P.T. 1-1/211 DETAIL 1x8w/(2)ROWS8dNALS 3" DETAIL STD.90^ ♦♦ ♦� TOP & CHORD AND 8 �° ( ) 1 x4 P.T. & 1x8 STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) ♦♦♦ .♦• BOTH CELLS F FACE NAILS 10d @ TRUSS VERT. K WEB 3/16" x 3 -1/2" DOOR JAMB REFER1 TAPCON @ 16" 1x4 P.T. ( TO PRODUCT LJIL. O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLNOTE: EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" ♦♦• ♦♦♦ BOTTOM 0 F BAND CAL APPROVAL FOR CONN. rr 1x4 (2) ROWS 3/16' x 3-1/2 O.C. & 4" FROM EACH ♦♦ FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. a ♦ ♦ TC FIRST COURSE @ SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ •• -t2rr � ♦♦ w/ (4) 1/4x1 112" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦• ♦♦♦ L INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.c. 3-1 /4" DETAIL NOTCH WEB AT THE ♦.• TITEN INTO K.O. BLOCK ±5" FIRST 2 COURSES ♦♦♦. ♦♦♦• BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATIONFILLED PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0' 8" SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. -- - 1/4" x 31/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SEE NOTE 1 BELOW 1/2" DRYWALL * SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS 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 #) 2x SUB FASCIA 2 x 8 45' DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM I I BRIG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. T—' I PER PLAN I I 1-3/4" TRIM PAINTED CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ' � ; • ' ' SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3) lOd NAILS (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL I I F CHANNEL, SS NAIL w/ 5/16" HEAD I DIA. @ 24 O.C. OVERHAN , ... , ' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. FASTENED PER NOTE 2 BELOW—k—L CONT VENTED OR SOLID SOFFIT • ;; 2 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 CONT 2x4 NAILED KING NAILED TOP 4 RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4 MIN. OF BRACE BLOCKING w/ 2-12d NAILS (*O CHORDCEV EVERY OTHER TRUO SS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 314" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4h WOOD 1 G. BUILDERT VERIFY/PROVIDESOFFIT NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS 16' O.C. MAX. OR IF MASONRY WALL @ USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ THE NGSED DESIPRESSURES M COMPONENTS AND CLADDING DETAIL JJ MIN. 4" EMBEDMENT AT 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SIN.ARCH 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-0" 5'-0" SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 WITH x 8 BUCK -CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED / PATTERNI - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE • ,op B-B EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL - - - - • ° : • ' : /4" MAX 2'-0 $ STRUCTURAL SOFFIT ,, a P :. #5 BAR >� e 1'0' • CENTERED W/ BLOCK HEADER - SOLID BLKG. AT TOP BTWN. ARCH (5} 12d NAILS SIMPSON i SF01 p. H ` • IN TOP 1 X 4 FURRING BLKG. &BUCK H2.5Aw/ 10 2X6 TO 2X4 ( ) SCALE: 3/4" = V-0" ('*) FOR ALUMINUM SOFFITS WITH SPANS ► • 0 KNOCKOUT / N 8d NAILS > REV. 09.23.2021 V-4", INSTALL MID SPAN BLOCKING PER •0 - 8d NAILS @ 8" O.C. AT BUCK THE SOFFIT FL PA INSTALLATION CRITERIA :e ° CHAIR BLOCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END _ PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W/ (3) 12d NAILS JACK TRUSS PROVIDED BY •°, s' ° SIZE AND REINF. PER PLAN AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 `• • ° CLEAN FILL 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 6 z TO BE INSTALLED 4'-0" MAXSEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2 -6" 2X OV BUILT UP PLWD. BUCK - F ` DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. RNq ° STANDARD o N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + G + + �FNGT (2) 10d NAILS @ 8" O.C. H 0 HOOK go. #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y�' WOOD + + TO TRUSS TOP CHORD FILLED CELL, - , �' • �'- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + . _, V .,�. ., % J • ., V : Vol, 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 1. •: INSTALL WDW, SCREW _ THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + •, •• J , •• •• , • •� •• • • •, • , ✓ •• ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL KK DESIGNED ONLY FOR THE SECTION @ENTRY L + + BLOCKING AS STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL _ B B INSTALLATION OF SHINGLE TRUSS + REQUIRED TO MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" AND METAL ROOF FINISH SS + SUPPORT SOFFIT SECTION DETAILS + 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 EXTENDS TO SILL. SEE LINTEL 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 ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE J EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL j 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 REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") } #5x6' EMBEDDED INTO EXISTING BOND BEAM 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 EXTENSIONrM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3"COVER 6'-0" - SCALE: 3/4" -1'-0" S 0 (EVERY OTHER ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL "� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p 2 SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° , w __j A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT �_T— —I I = r T FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO a " a g 1 5/8" DIA. ALL THREAD ROD ~ #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. ;: * 6" MIN. LAP SPLICE W/ ° ° I I EPDXIED w/ SIMPSON "SET" i. EPDXY MIN. 6 EMBEDMENT & g EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL _ ° _I TI� ¢ _ cn FILLED CELL SMOOTH. DO NO FURROW. ';, / ° n = 3" MIN. EDGE DISTANCE `" DRILL 3LE MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ' FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP JJ� GRADE o p . n - __ IN . _ SET BARR IN EPDXY O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° M tr 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. o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ell 4" 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 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION I) 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. I 1 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, ;;;o 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, SCALE: 3/4" = V-0" N r;V N cc c� -u C-D cc Ewa Co P w w, 7• r, fl- N c g, o_ v ,q. N .� C �:- 1 y 4 �rYC ^v� W C " r ` •'•r�, 10,, ...... To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E Cj CM 0� V COm o% o 10 N Q C J Z L- W J U_ I a a Zm e cr' �a4 Y 5 E (0 N tD ° W O 602 0 Z m Z N Ou U v W ❑ ❑ N M o' 0 9 C3 � o r� V O N �N m f6r- U o O co Ci g � 5Y Z C L_ aE io � GLL <� C C Z® F— 6 � Z o " M $z ao g w d C ¢ m� U z ZF U) Q1° 'aw �w J� �o O CID a� 2O .s = a Ln O �o 0 L �• O T_ m LN O � M N O o L0 m Z Z E O U a JOB NO: 22-08303 SCALE : AS NOTED SHEET NO. SS _I..L_ ULL__L F r CROSS BRACING DETAIL (TYP),"- SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS 11 DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS YY/ 6-IVV �W L/-lVl1 11\VVV YYLV TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH i T[ IT[ 14 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1 A -WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 11 " EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE (V PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ Z-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT SEE ,--ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD WOOD POST. SEE FLR 2X4 BLOCKING - JkTYP. PLAN FOR SIZE & BASE BETWEEN TRUSSES CONNECTION - SEE TRUSS PLAN SECT. A -A A X -EXTEND /; SLAB 1 1/2" G.T. (2) #5's CONT. T&B w/ ADD 2X4 ALONGSIDE - 4" #3 STIRRUPS AT 4'-0" TOP CHORD WHEN REQ'D PORCH SLAB SEE WHEN DEPTH TO PREVENT PLYWOOD FOUNDATION PLAN EXCEEDS 30" SPAN FROM EXCEEDING JACK GRADE MAX 24" SPAN (EITHER USSES --HIP SIDE OR BOTH IF REQ'D) G.T • f (2) 12D NAILS --I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN ENTRY PORCH SILL 14 SCALE: N.T.S. FOR COLUMN INFO WOOD OR MASONRY - INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I REQUIRED INFO MASONRY KNEE WALL MAX 3 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5-- I 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY j j I I --* -- — x-- -- 811 TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. -#5 REBAR CONT @ SLAB LEVEL ---EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN (2) #5's CONT. T&B w/ C\, z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" • - MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL �16 SCALE: N.T.S. 1 1 1 rT--- — ------- I II I I I I I I I I I I I SIMPSON LSTA18 _ SEE PLAN w/(12)10dNAILS -,---------� SIMPSON HUC410 w/ (14) — — — — — — — — — — — -- A -A ALTERNATE BLOCKING CENTERED AT I I I I I FOR CANT. DETAIL INTERIOR BEARING SPLIT TO TIE I I 16d INTO HEADER & (6) I I —� @ 10d INTO BEAM -SEE 3 BEAMS TOGETHER I I I I I ROOF PLAN FOR MORE I I I I INFO 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 211 ------*- — -*- - a. W 411 z U g 'v PORCH SLAB SEE — FOUNDATION PLAN (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" w W� z LOWER OR �, z GARAGE SLAB 1'4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. I SCALE: N.T.S. I I I I I I I -SEE FLOOR PLAN FOR II COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO -- I I REQ'D ONLY WHEN FOR COLUMN SIZE L - - - - - - J I I I INDICATED ON BM. & ADDITIONAL INFO. L - - - - - - - J �- - - - - - - - - - SCHEDULE/PLAN ---7/16" OSB FLITCH PLATE —' SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C V; -EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN 2x4 STUDS w/ SIMPSON - NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. SP1 w/ 10 10d NAILS A A BM. SPLICE OVER ( ) CONNECTION INFO. CENTER OF POST AT BASE SEE J/S6 FOR � MORE INFO. SEE PLAN FOR TOP OF BEAM 2x4 BASE PLATE W/ i SIMPSON LSTA30 w/ (22) 10d NAILS OR I L" SIMPSON MTS12 w/ - - - - 1 (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR BELOW @ 16" O.C. CANT. IF SEE FLOOR PLAN FOR INDICATED _ X COLUMN SIZE & 2� ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER MIDDLE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER SEE FOUNDATION SECTION @ FLOOR PLAN FOR MORE INFO 5" CONNECTION 22 COMMON BM. ATTACHMENT 18 SCALE: N.T.S. SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLr7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. 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) 10d NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. TRUSS/ T_ OP WALL I EE PLAN Y2" CDX PLYWOOD OR 16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING11 REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES ---- �. 4 2X4 #2 SPF STUDS @ - 12" O.C. W/ USP SPT22 �— @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y" TITEN HD 2 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS y y E PLAN FOR OPT. STAIR INFO. IF "< ' e - ° ONCRETE STAIRS d ARMED & POURED ° a a- MAIN HOUSE '(1) #5 EACH STEP .° - ♦ e SLAB _ 41 44 e.< (2) #5's CONT. T&B e a e w/ #3 STIRRUPS AT d . ° 4'-0" WHEN DEPTH d EXCEEDS 30" GARAGE OR LOWER SLAB ' • d SEE PLAN -- -� 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. N 4"D f'j t3C'.F c 0 � gad O C7 d O C fO U N - 0 N R O a N JC � a.l L 0C 3 m � u m �u 1� G �1 2 4 ago lv%'f% J ^ _k .b rj ���%'• P` '�'tFSSiO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N E o a M o 18 V �_ m (A ° �' , N) 0 # IL a �Cq0 C J u- W JLLLL S , a- Z mcm aY �? o n - °' Om W °' . UW Go Z ul NZ a N n OU U Z W ❑ ❑ CD z 00 z r 0 4.1 11� � U "_ N Q) 0 1 g cn U r-- N � 1 cD w ,y o�w ZG TH 7� Q l 1 wa "p Z -� N G``a ix z a � U) E F� 1. CL �w W nA zI< >U) 0 CD T (0 O r T < T N m Lf) Cfl N O L r N Q � r ai N ^ a z E 0 N (a c a E U ¢ pre 4i JOB NO : 22-08303 SCALE: AS NOTED SHEET NO. D 1 -_ -- - I I I I I I 1 I I 1 1 'I i I I I I I 1 I 1 I I I (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE DS N SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS - 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS —~ P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. P1 w/ 1 10d NAIL D SIMPSON S 0 S O ( ) (2) 2x HEADER G SEE PLAN E 5/81 A.B. @ 24" O.C. AND 6" FROM O EACH END W/ 7)1 EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" x 2 S PF EMBEDMENT PAST STEP. I BASE PLATE PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE F C B B H _ 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 2x4 SPF 2 - () STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS �{ 2 x 4 #2 SPF STUDS B LLI O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER ---UG (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP. F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE O NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR rrj 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 SIMPSON LSTA30 w/ (22) 10d - SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B `� INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING - (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH --SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK j' ' FLOOR DECK W/ 10d NAILS @ 8"o.c.-� FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM - SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE AA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST - END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ -EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR / (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO -- "J OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) „ % 2x CRIPPLES @ 16 O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF ---SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL -- - _ NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7)--` TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS - PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 101 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT 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 EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO, OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL --_ IF OPENING IS GREATER THAN 4, \� FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4"------- - TAPCONS 1' FLOOR DECK PROVIDE BLOCKING - 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 SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. OR 2 PLY GIRDER RUSS. SEE PLAN FOR ONNECTION. EE PLAN FOR CONN. ) - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. 3 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B -(2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END ��_�.-_MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS ,! @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM 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. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN 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 NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE I FLOOR PLAN FOR HEADER SEE PLAN FOR CONNECTION COL. SIZE - ' (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS -L-�- DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER PLATE SEE PLAN -� / CONNECTION DETAILS FOR MORE INFORMATION FLOOR SYSTEM OR 12d NAILS AT 6" 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 BAND JOIST & BLKG. (2) 2 x #2 WALL) @ 24" O.C. OR LVL GIRDER SYP U.N.O. 1 (BLOCK SOLID) / I SEE PLAN FOR I 2 x CONT. T & B COL. SIZE --� __- - --- SIMPSON HTT4 w/ (18) I- 16d NAILS & 5/8" BOX HEADER ANCHOR BOLT w! MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE f-NAILS WRAPPED UP AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. w/ _SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d - - - NAILS AT BASE 'PROVIDE I P 2 CRIPPLES LES BELOW SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" O/ ti PROVIDE 2x4 ON -J TOP OF 2x8 TO BLOCK OUT TOP Li PLATE ATTACH W/ (2) 10d 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. TOP SPLICE �- DOUBLE 2x8 TOP PLATE -2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. _ TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO \\ -J-- SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW' (24) 10d x 1 1/2" NAILS AT TOP AND �._ BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. "FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END -- (2) 2x SILL PLATE �� 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. c-4 CZZ cxu; F f �a to .� N S: N fl C' �. �tLr_ d � � Q d Zj W E d t I u rtrriii��i `\������o��►I N �• s I$ ¢ FL •,� ? o•.••• OFESSIOtt, P\\ 11101111 11 1 %%11��\` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda Building Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages beenng Engineer's signature and seal N W �� i O p M 8 O N Ci 3 O � N M U5 n0 # vi aj M v J tl V _j 0_ W fe N f0 O �c ��pjO' w Co Z L0 MZdJ ILW ZN O U U O W ❑ ❑ Q9 Z fv L O �- In V1 CD C' OL1 s N � Y U ® LLI J tl® Uo 0 C M J ad o i o e r� CL v1 oa n Z o E N ¢ 0 nZ Z Cn a�Ni a ya Z go rn w W T i C o w << = 5 �o 0 > CC 0 C) c T d. V / 0 m 4-+6-1 LO � � O � CO � N C)M O � o L fi r Q ^ r ui M �• N N o z z r_ O M cc a U Q p )OB NO: 22-08303 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/6" CEMENT PLASTER - 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK---\ 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY -- �_ //ZATTACHED PER CODE 6) TOOLED SEALANT = REQUIREMENTS BEAD BRIDGING / J CLADDING AND WINDOW/! FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE ' V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SE DO NOT BOTTOK FLANGE SELF -ADHERED FLASHING Scale: I FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f # in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material I x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WEATHER ✓E BARRIER & ,ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WPI 8 2 4SHING rel WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIE( THRESHOLD OF DOOR AP UP JAMB 6". USE LIQUID I OR EQUAL WEATHER PR( SECTION -A (SEE DETAIL WP SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WPI SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHEATHING IIC DOUBLE 4JOIST :EN= dg�0. SINGLE WOOD BEAM JOIST BELOWSELF-ADHERED FLASHIN3" MI SELF-ADHERED SELF -ADHERED FLASHING FLASHING O 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROI 8"CMU --- 4" OR 8"1 (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN �Jl E 1'-4" PER PLAN 1'-0" PER PLAN F-7_C A H SHOWER SEAT - DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. E)tterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/a'-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing ds described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER MA PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. --7 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2V Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 111 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS - RUBBERIZED ADHESIVE STALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE ASHING JAMB &HEAD FLASHING R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be ASHIN WSEEINDOW SELF ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied NGEEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED - prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with _LF-ADHERED FLASHING, ' o (BEFORE FOLDING. SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE (TEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as RTICALLY FROM )TTOM F 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: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. M INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. NA I -7Ground7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. - Water Resistant Barrier 7.7.At built-in gutters. SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER FOUNDATION WEEP SCREED 7 .-II I fll` I II --STRIP OF SAF _ , I� F --DRAINAGE PLANE WRB Lu ¢ I BOND BREAK WRB > m Q I SF LATH c WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR / II BARRIER i I 1-3 -1/2" INCH FLANGE W LU PLASTER STOP - THIS GAP IS A RESULT OF LU NATURAL SHRINKAGE. (n �- - - - - - - - - - DO NOT SEAL, W CONTINUOUS BACKER - U ROD & SEALANT DRIP SCREED PLASTIC w UJ _ ACCESSORY w W �° A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) - - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER- -- SELF FURRING (SF) LATH PLASTER ACCESSORY - SHEATHING,'OSB', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. II I II; I ----- --- ,II ill I Cement Plaster TACKER ROD over block 1 st floor FINISH 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C4 ['V r.t w G R1 CJ C") CJ O N Cu7. to N h � 3 .= a' � L !2 u a, m E �• u N O CV It- 2! ti O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N a E M g o� 0 C S � r N in ' r• ° oJe W Q rNi 'T # C J L W mn o Z - d Y l6 C Z Rig o 'b�E,Y, o S W Z �' m w ry M Z Q ;n O U Cc) Z W ❑U0W ❑ J OD .' o GQry 131 ct �, r M V) B (. v J Ol.�s V)11 � N c� N Im G F m $ L i I = 0 U 05 • �tl oZ ccpp w 0 3 J I.L.zc a 71. 1 f �n cu h o" z g� aZ Za CD N t o ww N =jz� Z _ J Tm ob a _ vw t ,Z 12 LL a, � �W o J to =1K W UI .N Q � > Lo L-L Om 0 (0 O T f Q W 0 N oo LO O cy) L , r Q r n 6 N o Z M :3 E O `a m E U a; c a Q p _J JOB NO : 22-08303 SCALE : AS NOTED SHEET NO. WP1 NURRIC...4N�' Mounting Brackets ? 10 Gi 4-1/2`r4-17'X2.12a See Anchor Schedule Bolts-` 112'Oia. A325Cralif (ryp.) washers Back Cross Support (May he Curt to WI Right Bracket (, b W uge) �1 k14Self-fkilling Screws WC Wilt Bottum Edye a Hurricane 51rap (Typical: 3 in front) Front Cross Support May be im to W) Left Bracket (16 Gauge) pia self-ariling strews Tltlu Bracken a Back Cross Support Into A/C Unit Gottanl Side (Typicait 3 each aide for hurricane uric) W,.rtr u�sitallusruan,. n "wirda .re is"w'Lal trlur r.a..G liurnr.vrr� fur Rage F laditt d litellosed Sad tlmpinR asoug" rrtwrequest raytl (tie rrdl d Florida Department of Business & Professional Regulation Paa.I a BL11ding Codes and Standards 1211MM21 Product Approval Application Detall ,fir ''t -e$' ;,�;.y�..:-y`�u ,Y i '/+rt'' `lk" � .. �,[,t,",',�'r�r;r4'�? 'y.. " '''';rY+,L",. �Y-S: •:•f G ;�n`S ytl4(E�K. :.-q��p�.. V,� n.4 q�, rY'Yj,YaSY.C'1 l.:i`¢' . a f :.:,g�5;; 1,,)4amVyn „M1i- is-M�1 SyQe lnM sir �E eta Data Paneana 20 M M version B&rMlfacltim igrw lnd near& LICe,Ita v.9atrd M VlkwP.4 QIOOIgIg M AO a Aperovy Meat A1(Innetbn 2020 Steen Van, Protlucta. Inc Mchat GRhanr Hama. F Naero P E L.K. B-a., P.E 12/16,12020 12DW020 122042020 Approved Caegory: amctual Omporients (077)441-83U PE-73776 (3341300-1600 aWCategory: Products htroducedesa Result of Infoasmadven(.com New T..ne*gy Conrail W-NWho.t E.uaem Repun sore a Florida Registered ArofiQW a a Uantad Florida Professional Engineer Ei$ nllltls Quarry A9surnes Amend for Ust Asslrayed for We know � 2m Prstluel MuiM. NumberarName Product Dissertation Sauzact E.artion Gate in HVHZ Dulalde NVNL Prnewn 1 6rgrtVent Model 8154P 5101 Dual F-lian Flood end Ve 111 lal Vote IM12o23 Yea Yet NIA 41004100 2 slartVarn Model e1540511 Dual Funcam Flood and Venlae ion Vero 12,3112023 Yea Yes NIA •IWWO 1 BmedVeM Medal M759P520 nsulatul Flood VSM 121312023 Yes Yes NIA .100E 100 4 SmriveM Motle1a1540.521 Itauteled Flood Vmt 12/312023 Yes Yes NIA •100f 100 5 5manVent Modal a1540.524 1S&qud; Garage Door Flood Vent 121312on Yas Yes NIA NIA 6 3manVant Motle1 M1540570 Wood WMl Insaileted Food vent 12F312023 Yas yes NIA •100F100 7 BmadVent Made 14154G574 14. S&qud', a..; Door Flow Vent 1221312023 Yee Yas NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appilcatican Detall Peer 1 VI 1114 2021 ... i-': S`43it .. �.s i....... _.., . 'r - ..Y[4'^5^i.1�i'.'. +a^"_ �:. -.-�l ^.. a.. .. .. l.r �'`"., .•�., . .���,, f1 .,. rL t ..., -...., .... .�(s'ri�xl.', r C941 IBM or Pffi@ QYI DYe PQUOM 299 .1k ayanrm gl-find- 990M Epolnav a Liuee Valldelsd By Valdese Hulwali= POD Aoorovel Amp yffi Mal Revision M20 Draw Metals. file. Jason Shumate Zachary R. Priest Looks Locks Sot d. P.E. Oars N2020 OaMW2020 0820202C 10/13r1020 Approsd Categeny: Roofing lM213M-1511 PE-74021 (334I3d0 1800 SubCategory: Mahal Rooting lthumetepjdexmt com CompNnee Method: Evaluation Report from a Flalda Regstamd Arched or a L-.d Florida (ya'f mag" Products pnese lanN Engineer Soo M )koduct ModN. Nultl»r a Nam4 Product Worlogon Qu*YAserirance &MOY4tlfar Use ArwrovedforUse Imex1 peskw ConlreN lxolra[Id1 DWa InI110ji OU3111,14,JSYHZ plitilsitiart Pr'"Ury 1 prase) Metal Roonnp 9/stems DMC 1001,15, DUD 1508ei, DMC 1755, 0MC2008, 121312025 Yes No NIA .01.180 DMC 5V Florida Department of Business & Professional Regulation Page 2 of4 Bullding Codes and Standards 1252022 Product Approval Application Detail - .. "v�''.i91�t '�". ' 4i' r wr4Yca* " °y • �''hy'" y�y, 'fcy9� l'� r4MY r f�1�i'` Irk," S�''T"o�Nyal�jw 3•',9S+Ew v.��^lhp"l x trt%v 7>l7!: y�^ ".�I . . .. ; � 1 .:S:Srt•turekwr��N,-e����'k.`_ml{Ri:'Y'?".1'A..��.''Jd'�,''dlrindac ,t 4..:�YY+�tS'�;'k�., �'!':..."tT It,i��sx.?:M,tY*f,Sw.,rSrk3ddu.� m�+.J1•#„1ft1S'c a Qs11 90=91 f jiy� Date Pending Two Version Manufacturer contact Ens In jLlcense Valldatetl By Validated tried FBC Approval Approved Statue Revision 2020 Thermal Corporation Steve Jaelperson Lyndon F Schmidt, P.E. Ryan J. King, RE 04/152(T21 121312020 0422/2021 OB/082021 Approved Category', Exterior Doors (800) 843-7826 PE-434M (813) 767-4655 Subcategory; Swinging Este no, Door Assemblies e)aspersnnothes,- u co Compliance Method: Evaluation Report from is in Florida Registered Architect or a Licensed Florida Professional Engineer FLWM60 f15 PrndUcM Seas Product Motlal. l(ymheraName OuallNAssurence AoorovedforU66 GorNract reiraoen tle,e in AporovadforUse HVHZ Impact n Cristo t a Therma-Tru Flber-Clssse and Smooth -Star Nominal 68s308 &quctlrrpac*uot Opaque 12/31/2022 Na Yet Yea WA Composite Edge Fibegless Single Door (InsWngK)utsvvn9: X confgurshon) 2 b Therma.Tru Fiber-Cbs,slc and Srmodih-Star Nominal 68M39.8 &quotirrpact3qu0t Opaque 121312022 No Yes Yes WA Composite Edge Fiberglass Single Door with 8ldelba(s) (Inewng/Outa.ng', XC, OXa OXO fsinfigurabons) 3 c. Therms Tru Fiber-ClaS ,o and Smoah-Star Nominal 8&s39;8 &quct:lnpact&gwt' Opaque 1213IM22 No Yes Yee NIA Compauato Edge Flbagims Double Door Wth sir without Sidelites (imwrglOuts wing: )Xor OXXO configurallons) 4 -Tr c d. Therrrla uigit»r-Class+ end Smooth -Slur Nomine188d139;0 &quot mpect&quat Opaque 12r31/2022 No Yee Yee WA Composite Fudge Fiberglass Single Door Ins. Outs X configuration) l n(1l wi,9 9 ) 5 n a. Thermo-Tru Fiber -Classic and Smooth -Star I 1`f31 Nominal Bes39;0 squat mpaet8quot, Opaque 1 2022 N o Y Yes Yes WA Composite Edge Fiberglass Single Door Mth Stdeire(s) (Inawng/Outs.ng; XO, OX or OXO configurations) 6 f. Then -Tru Flber-Ciaedc and Smooth -Star Nominal 8&439;0 84uotl mpact&gwt, Opaque 12131F2022 NO Yee Yea NIA Composite Edge Fiberglass Double Door war or whhout Saelltei. (hwMng/Outtvving: XX a OXXO configurations) I g Tharma-Tru Fiber -Classic and Smooth -Star Nominel e&M39;8 &quotlmpactli Glazed 12/31/2022 NO Yes Yos NIA Composite Edge Fibegesis S'rigle Door (Ir-ng.'O,rfavmgX mnfiguntion) a h. Therms-Tru Floor -Classic and Smooth -Saar Nominal 88Mli 8quotlmpe Mquot Glazed 12f311= No Yes Yes N/A Composite Edge Fiberglass Single Door Mth Sidelte(s) 0svAVOuWWng XO, OXor OXO configurations) 9 i. Therms-Tru Fiber -Classic and Smooth -Star Nominal S9#%.8 &quotlmpact&.quot; Glazed 12r3112022 No You Yee NIA Composite Edge Rbergiasa Double Door Wth or Without Sidelces (fi swing/Outswrig: XX a OXXO confguraaona) 10 1. Therma-Tin Floor -Classic and Smooth -Star Nominal It"39;0 &quad mpact&gwt Glazed 12f312D22 No Yee Yes NIA Composite Edge Fiberglass Si le Door pnswriwoutswing; X conhguirl 11 k. Thsr"Ji,u Flaer-Cla"i,and Smooth -Star Nominal 88431g0&4uotlmpacta,quot, Glazed 12f31r1022 No Yes Yes NIA Composite Edge Fiberglass Single Door Mtn adeliae(s) ins.rlp/Outs.ng; XO. OXcr OXO configurabOna) 12 I. Thermo-Tru Float Casste and Smeeth-Star Nominal 88036,0411 mpactilquot, Glazed 12f3l1= No Yes Yn N/A Composite Edge Fiberglass Double Door Wth or wdhoitt Satelltes (Irlainng/Oubswing. )QC a OXXO configurations) 13 m Thermo-Tru Fiber-Claeslc and Smooth-Sta, Nominal 8&M39.8 &quotimpacAquot Glazed Molded 12/312027 No Yee Yes WA Open Composite Edge Fiberglass, Single Door ens.rg/Outswng, X configuration) 14 n, Therma-Tru Flbor.02691C and Smoah.Sfar Nominal 68039,8 &qut;lmpect&quot; Glazed Molded 12/312022 No Yes yes WA Open Composite Edge Fiberglass Singgle Door with GjaO) Mo Open Sidelhe(s) (InevArrg/OuteWrig XO oxlded XO. a OXO -figuration.) 15 o Theme-Tru Flber-Classic and Smooth -Star Nominal 8&039,8 &quotlmpuct8quot, Glazed Molded 121312022 No Yes Yas NIA Open Composite Edge Fiberglass Double Door wnth or wthoUt Glazed Molded Open Sxteldes (Ina ing/Outsverg; XXor OXXO configurations) 16 p. Thermal Fiber -Clare, and Smooth.Sfnr Nominal 8&N39,8 &quotlnlpact&q-t, Opaque 1213112022 No Yes Vas WA Composite Edge Fiberglaea Single Door with Molted Open Sidolite(s) (Intwing/OuttaMng XO. OX or OXO conflguratons) 17 q. Therma-Tru Fiber-CI41e to and Smooth -Star Nominal 69M39;8 8quotl rrlpactill Opaque 12f312022 No Yam Yes NIA Composite Edge Fiberglass Double Door W 1h or without Glazed Matted Open Siesta ro (lr6WngK)utsWrg, XX a OXXO-119watkXls) L9W MW YttHgu Manufa61uttL Reviacrt 2020 PGTlnd,.trl- callogm; Exterior Dore SubCalagory: Slkang Exlerlar Door Assembles Compliance Meingd: Cardleeb. Man, or Listing per a�aAuct2 aw 9 896570(Large Mee*Ifnpad) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagr 1 of 1 Ma2021 EG{lt aD ➢rig Lets I7lte.t airs- aYs cadul Lassiter A License VAI"td By YAAW alubmilisal PlIC Amrevsi ApargYl9 alaus Jens R.-,W Maml-Dade RCCO -CER MIR-.Dade-CO-VA( IV192020 1o282020 1172M2020 Approved (941)486-0100 (1e8)315-7590 f rorwndQpgllndriiMee. c an OualW Assets Addovi d far this, "proved for I 119aaat Damon $aduel )a-Witgt Cdxratl Emlrtion Dte in.8191Z 2alaltda NV 7 R dl"t $aaMlra Vinyl slI q doss Door 04111=21 Yet Yas Yee NIA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the infiormation and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 ThemnaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1123 (16X7) FL8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 12/31/2025 5. S HUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 Dr MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following inibrmation must be available to the inspector on the jobsite, 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Departmeni of Business& Professional Regulation Pagel of Building Codes and Standards 1252022 Product Approval Application Detail -.. 1RAuw.F2;,W1'l°.!W..., '-.2. -� r•I 1m.`T',u'F�is7W. c, ?'i`'. �. ,s'•, .. m. `.d. �.,1 '''a'' fAM Entltvet j)at` ,(a Date Pendina f� ra version Manufacturer Contact Validated By validated ,Submitted FBC ADbroval moved wag Rwiaion 2020 Therms-Tru Corporation Steve Jasper- Lyndon F Sch-dt, P.F Ryan J. King. P E. 0712312020 WMV2020 07/20/2020 10/1312020 Approved CaugerY: Exterior Doors (800) 843JI528 PEA3409 (813) 767.6555 Subcategory: swinging Esderior Door Assenlbtes s)aspersen®mermairu co Compllar" Method: Evaluation Report from a m Florida Registered Architect a Licensed Florida CI anauo-aJ Professional Engln- woduan S21 C Product Model. Numaer or Name �IIaRN product Deaanotim Contract Aaauranae Excilra8on Date Anoroved for Use ALgroved In HVHZ for UaeWricact Ouhlaa HVNZ assistant DishisfinQ yroysti 1 a Therma-Tru Fiber- Classic and Smooth -Star Nominal 66439,8 8dwoOmpact&quot Opaque 1?J3112022 Yes Yea Yes NIA Composite Edge Fibeglass Single Door Iln%Wng/OuteMrg; X configuration) 2 b Therma-Tru Fiber -Classic and Smooth -Star Nominal6&s398&quotlmPact&4uo1 Opaque 12131 r2022 Yes Yes Yee WA Composite Edge Fiberglass Single Door with Sltlelte(s) (InswinglOutswng; XO. OX or OXO configurations) 3 c Therma-Tru FlberClass is and Smooth -Star Nominal 6&M39,6 &quat;lmpsCt&qua Opaque 12/312022 Yea Yes Yes WA Composite Edge Fibegla . Double Door Wth or without Socialites pnewingloutsvdng, XX or OXXO configurations) 4 aTherms-Tru Filar -Classic and Smooth -Stair Nominal8&s39,0&quorimpact&quot, Opaque 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (InswngrOutnnng; X configuration) v a Tluema.Tni Fiber -(.'lase¢ and Smooth -Star Nnmiiu 188N39,0 &qua,Impact&qua' Opaque 12J31 2022 Yes Yea Yea WA Composite Edge Fiberglass Single Door Win S ciolta(s) 0"wtngl0uevving; XO, OX or OXO configurations) 6 f Therma-Tru Fiber -Classic and Sancta 5ter Nominal 8&439; 0&quotlmpact&quot Opaque 12J312022 Yen Yes Yes NIA Composite Edge Flbegless Double Doa with or WMaut Sddne 1(Inemn9/Out. g, XX or OXXO configurations) 7 9 Tharma-Tru Fiber -Classic and Smoath.Stor Nominel 68039;8 &quat;lmpact&quot Glazed 17J312022 Yes Yes Yes N/A Composite Edge FlGarglaca Single Door (I naW rig/Dutswirlg; X configuration) 6 h. Therms Tru Fiber -Classic and Smooth -Star Nominal 6&M39;8 9quot:lmpact&qua, Glared 12/312022 Yes Yoe Yes WA Compost. Edge Fiboglasa Single Door Wth S'"ke(a) (fi sWngtoutsW ng; X0. OX or OXO configurations) 9 i. Therma-Tru Fiber-Cheslc and Smooth -Star Nominal 6&M39;8 &quo(lmpact&qum; Glazed 12/31/2022 yes Yes Yes WA Composite Edge Fiberglass Double Door vAth or Whet Sle"Ites (Insrving/Outswmg. AX or OXXO configurations) 10 )Therms-Tru Flow Classic and Smooth -Star Nominal W39,0 aquot,Impsct&qua; Glazed IW1/2021 Yes Yes Yes WA Composite Edge Fiberglass Single Door prsveng/Cutswing; X configuration) 11 kIher-Jru Fiber Classic and Smooth -Star Nominal 88039;0&gix)rImpaa&qua; Glazed 12131rM22 Yes yea, Yes NIA Composite Edge F Iberglaca Single Door with Sd.lae(s) insw riorCutsw rig; XO, OX or CXO canf19uratian 12 I. Thorma-Tru FIbe Clsue and Senoutll-Slat, Nominal 88430,0 &grrotlrnpaet&quot, Glazed IWIIX22 Yea Yes Yes N/A Compost. Edge Flberglasa Double Door.th or Without Sdolima (lr nglOumWng, XX or OXXO configurations) 13 m Theme-Tru Fiber-Clasilc and Smooth -Star Nominal 69s39.8 &quotlmpact&qua, Opaque 1213IJ2022 Yes Yes Yes NIA Composite Edge Feegazis Single Door vAth 8qua:Nonlmpacl&quo1, Sdellse(s) (I nswing/Oulsmrg; X0, OX or OXO configurations) 14 n Therms-Tru Flber=C asalc and Smooth -Star Nominal 6&M39;8 &quotlmpact&quat Opaque 12J3111022 Yes Yea Vet NIA Composite Edge Fiberglass Doubts Door wah &quot,Non-Impacl&quot. SdalRes(Inwung/Outswng; OXXO comfguntbn) 15 o Therms-Tru Fiber-Claasic and Smooth -Star Nominal fl&M39.0 &quotimpact&qua, Opaque I?J312022 Yos Yoe Yes WA Composite Edge Fiberglass Single Door Wth &quotNon-Impactilquot Sdelite(a) (I nsW rQ10utsw rig; XO, OX at OXO config uretions) 18 p. Tharma-Tru Fiber-Classle and Smooth -Sher Nomine 16&1890 &qua', Impact&qua, Opaque 1213112022 You Yea Yes WA Composts Edge Fiberglass Double Door vAtt, &quot;Ncn-Impact&quot Sdettos(In"rgfput9Wrg, OXXO configuration) 17 q Tharma-Tru Fiber -Classic and Srrooth-Sfer Nominal 8&M38,88,quatNon-Impart&qud Opaque 12Y3111CY2? Vaa Yoe No WA Ce ompoa Edge FIbaglats Single Door 0asW rglOulsw rag: X configuration) 16 r Therms-Tru Fiber-Clateic and Smooth -Star Nominal 6"49.88quothlon-Impact&quat Opaque 12r,,41 rAw Yes Yes No NIA Composite Edge FiberIl Single Door Wth Sidel4e(s) (Insv1,gfOut%Wn9; XO, OX or OXO configurations) 19 s. Thermo Tru Fdw Classic and Smooth -Star Nominal 88M39,8 &quotNon-Impac*LKA, Opaque 12)312022 Yea Yes No WA Campcalte Edge Flbegfess Double Door vAth or without Sckiltea (Inwo gfuutaW ng, XX or 0XX0 configurations) 20 t. Tharma-Tru Fiber-Classlc and Smooth -Star Nominal 8&M39.0 8quot.Non-Impact&quct Opaque 1213112022 Yes Yes No WA Composite Edge F4wglam Single Door pnswng/Out-no; X oonfigurrtion) 21 a Thermo -Tin Fiber -Classic and Smooth -Star Nominal 8&i39.0 &quota Non-Impact&quot Opaque 12131 Q022 Yes Yen No WA Composite Edge Fiberglass Single Door Wth acialts(s) nnswrIg/outaWng: XO. OX or OXO Canoe irrational 22 v-Thermo -Tru hea,-Classic and Smoolh-Sbr Nominrl 89110390&quot.Nm. lmpad&yuol; Opaque 12/311= Yes Yea No WA Composite Edge Fiberglass Double Door Win at Wthout SideRes (IftaMng/Outomng. XX or OXXO configurations) 23 w Thermal Tru Fiber -Classic and Smooth -Star Nominal 6&M39,8 &quoLNon Impact&quut Glazed 121311202.2 Yea Yes No WA Composite Edge Frbetrglata Single Door (1'"sN g/outawng, XmnUourabon) 24 x. Therma-Tru Fiber -Classic and Smooth Star Nominal 8& N8 8quothlon-Irnpact8quot; Glazed 1213112022 Yea Yes No NIA COM"te Edge FibgglasSingle Door Mth Sidolw.) Qnsw rig/outs.%, XO. OX a OXO configuration e) 25 y. Tharma.Tru Fiber-Clacdc and Smooth -Star Nominal 6&M39;88qua;Non. Impact&quot; Glazed 12/31t=. Yes Yes No N/A Composite Edge Fibeglass Double Door Win or without Sdahtee (InswinglOutewing; XX a OXXO configurations) 26 2. Therms-Tru Flber-Classlc and Smadth-Star Nominal 89039:0&quot:Non.lmpaa8quoq Glazed 12/31/2022 Yale Yas No NIA Composite Edge Fiberglass, Single Doe, (inswing/0utswrg, X alflLguration) 27 ze. Tharma-Tru Filet Claeeio and Smzxxh Star Nominal 880039.0&quot.Non Irrpaa&quot Glazed 12r312022 Yes Yes No N/A Composite Edge Fibaglasa Single Door Mlh S ese te(s) (Ins.rg/Outswng'. X0. OX or OXO configumtons) 28 zb Therma Tru Firer -Classic and Srrooth-Star Nominal 8&0039.0&quot.NanAnlpacVll Glazed 12/31r2022 Yes Yes Ida 141A Composite Edge Flbagtaea Double Ooar.th or without Sidebtaa (in twinglOuto-9, X(a OXXO configurations) Florida Department of Business & Professional Regulation Pane 1 a2 Building Codes aril Standards 15=21 Product Approval Application Detail ,,.., . ,,:.,,t a, 1 •r r v atw. cr e �r N� a .,'1 ..'fr u.,x+c ., v..."frivVA• .rv: .w. �. e,. i 1�' � 1 � . o .« ti - 1 ya :�i 4 .)b� .1.lmlly C1 ei d4i1 g Litt 21" Dag Piew. Dll ]yyg vera9t) !: Enniraaer&Licari XdLil{saffi YsaWed submitted FBC Aodmval Aner-d H18.Ya. Revision 2020 MI Wridava end Dons dent 9hrnger Lute Roberto Lomas 81sven M Ulch, PE 1010S2020 1O/0e2020 10A82020 IVIV2020 Approved Category: Exterior Door9 (717) 385-3300 PE 02514 (717) 317.8454 SubCata9ory: S sing Exterior Dar Asaemt4l tnlningsramr•d.com Cu rollance Method: Evaluation Report from a Florida Registered ArchBeet are UaIirsad nada P LAI W2-e9 PraeasionN Engineer Produaa At" hotluUModsi.laanbarorRUN OVallw Aserurnca gggy9gjygmggD CaMrxIMIDLratarlDae Aaarovedferllsa Aooroved for this Intassat in HVHZ outside HIM Russians Dessert Pressure 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OXO 1W112024 No Yee No WA 145,3A&qua:x806quot NON REINFORCE 2 SERIE5420ALUMINUMSGD SERIE5420ALUMINUMSGDOXXO.XX 121312024 Flo Yin Nq WA 98dptd;xa0&qud: NON -REINFORCED 3 SERIES 420AIUMINUM 800 REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12012024 No Yes No NIA 1453/4&qud:x6B&qut: 4 SERIF.8420ALLJMINUM*,W REINFORCED 9ERIES 420ALUMINUM SOD REINFORCED OX 1WIR024 No Yes No N/A XO, XX986qud.x96&qud. 5 SERIES 420 ALUMINUM SGO REMFORCEO 9ERIE8420 ALUMINUM BOO REINFORCED XXX nl=4 12 No Yes No N/A 1438girol:x90sinswi Florida Department of Business & Professional Regulation P.a., a1 Building Codes and Standards 1r9ao21 Product Approval Application Detail T "xsi "' .'Y.J.dr;�t... sax a.-i'�6 '�?t':lil ,�k1�, 3:ur�,ti�r ,,,ux,. rLrc woof wd, i is kx),.J-15eY�fi1a1'�,'%d,Ah.�Pd,.Amditi•„«1�,w.��'•�,tob.r < . ^A.v�4. r iklr' .'. ., yt,rcvda+.L.,Yr,.x.. kF'. �C'�, i'F+: o9n.,a +.r;'�.,�:.r. - .n ,l w.N+.tf•.r a, -d.�, -.rwe SSW 9UML21 Lea 2111,11 class, Partisan, AM version Fawhsera Loeflsa yaMa.d (N YMltlalaASUNIVINNIA FBC Amrsyrl ApproV0 Mau R*,AWn 2020 Wayne-Ootm, a dlvllbn aOvemaed inter Dwayne Korman John E scales Jeffrey P Arneson. P E 1 N122020 D92WM20 102mo20 12114r2020 AppfWed Corporation (130)763-8121 PE-51737 (904)821-5200 Catagnv: Erlenor Doors dkomlm@wsyne-dalton < Subcategory! Sedlaral Exteior Door Axeerntilia9 ore Carroliaraa Mahon: Evalu b. Riven note a Florida Registered Architect are Licensed Fields Professional Engineer U6j41bR20 III21W ILA, d =11 Modal Mn1ber a New Product Destrlotiwl cluster Allar in a Clxaacl Gmlraln Dal Arwrovad far Uaa Awiro l 1, th i gared 2&W= �(ya outside HVNZ Rtlimma Pltislri 3 8000/8100/02Qi a1105 6&M35: Max wkhh 14&a36. Max height :lazing 121312023 No Yes Yes -31 o(l 00 available In top or Intl nnedlae sedlon 10 800041008200 01123 16&039. Maz width. /48,09'. Max heart O wing 1213112023 No Yes Yes-30.o0b33.50 available in top or Intermediate sector. 11 6000,BIOW20081124 loans Max Wdth 148e39. Maxhelght Glaang 12/312023 No Y. Yea-34.4008.30 evarabse In top or Imermedats sadlon. Florida Department of Business & Professional Regulation Pagel d1 Building Codas and Standards 1&2021 Product Approval Appllcatlon Detail e ..',;, r... r, .I .�+�r. s/ M"001 10011 -.. .;.�. ., i'! '.` „iv __ � •`440q "R i.4dt �nlNv a 21 t Q1A pat.PdlkaDg 2" Illga yggalgg y(g, Enelraera Lice- kdumnd By vessel §ubm= FfaDAmmvt Aag(gyad Shut R.V,- 2020 Cranea Dvfsen of AADG. Inc. Tom Raney UL LLC Troy Bshap, P.E. 12MOnOZO 12Al2o2o 1221/2020 APpsosd Cal Exterior Doors 18411494-2813 i, 954)947-0880 Subcategory: Extcnor Door Canoonenn ,qn rtleyQeaeaenloy.co Corroitance Method Cartl &UM Milk7 Listing r^ rLM11617.RE Produda Ouallty Assurance ActarowelforUat Agmovad for Use Iilm Design In i, IYogiitl Merit. Number ar Nana Product DNaloLMn Cparad E4elrtlm Date (D-n)nJZ outside NVNI naalffi Pni 1 e07. ?07, 727, 747, 757. 7". and 84r Single and Pairs d Flush, Glezon. and Louvened shale and Pairs of IZ13WO25 Yas Yea Yas NIA Doors Hallow metal doll's. Florida Department of Business & Professional Regulation Paget a2 Building Codes and Standards eno2+ { Product Approval Application Detail c ltl w tide Ca" D!e assano Gate Iyga ygbgp Manufacturer Conrad V.IkLtw 9. xdwdd lKy(ggW FBC A®hovel rApp„gygg Ali= Revision 2020 Mi Wrilms and Doors Brent Sltlirpar American Architecture' 5avon M. Uflch. PE 11/17/2020 11/17/2020 ll2712020 Approved CMeg4ry: Windows 1717)365-3MO Menufictur-A --t*n 17171317-8454 SUK.1,9ary: Sings. Hung dsBingarq)rn al cam Colllpllanea M4mod: Cemroallo Merle or Lsi Quallithr As-- Aggtmad far un Amrdvad far use 111114>uL Leases; Sra tl product Model. Number or Name Reduet Detenetlpn oaaacl F�IrYIn Da. In}J�j Ocllslda HWZ P�}yyry, 2 185 sI9 $202 FwRanpe FMma IGISG Single Hung 10108,7023 No Yas No •60/40 Laminated Gus, - CU/�t�a C ^W Cn -Cu � ([ `v o O O c CU y O C O CU C6 O O _ CQ CB O U- `0 a /�/) W CU > at Z Z W J T� O CD d > LLI L C (G n cm U C N L C m >C L L Cl a/) C 7 N CV t N Q � p fQ N 3 =' N � N N E G F..- N -a.. � y of is , �E o O CD E n' W z W ICU > L L O �/J� Llassessill 0 L W L) M CL O s� CIO W Q W z J z a J SHEET NO. PA 1.0. r r ,,.m, •r• .. nr, re ra. .. ., r 1 Sr rl _ 1i r .I. _ I - _ _ _ - - - 1 I 1 I _ _ -- -- _.- 1�, 1 1 L 1 Florida Department of Business & Professional Regulation Peg.a a9 Florida Department of Business & Professional Regulation pop 1 Of Building Codes and Standards 2sreoz2 Building Codes and Standards Product Approval Application Detall Product Approval Application Detail Fiwmf.ar go 2M oaaPendina 21M ,iB.fiQ I= Version JLlnHtioLyrer CRAM EnnineetA.License Validated By Validated Submitted FBCAmmysl App110101rIL AMU 20 fiOAhLu 291 BattPJD7o¢ tits lice yet") Maurwturw Coated. arrdlew & ucYue YaWaltg.L[ Ytl9elad Mild fWARVIM Asicor d mum Ravi it 2OW Tivernw-Tru Co rparwtc category: Extsrcr Docks Steve J4 n Lyndon F 9ed+mrdf P E Ryan J. King. P,E (80O) 643-76287628 PE41.9409 (613) 767-6555 1010712021 Daf18/2021 10/1312021 12/15/2021 Approved AnmKlibn 2020 pGT Industries Jane Rwowekl MemMDsde aCCO •CER MMrnFDada BCCO - VAl 11g52a20 11,OS12020 11H 1r2g20 Apprasb4 BubCateepfY: Swngi ng Exterior Door Assemblies ejaspersor4thermelruoo "qWy: Wends- (941)466.0100 (7e6)315-25M C9mpll&nee MOlhod: Evaluation Report ham a in Subcategory:&rare Hung IfOioly4M1@pLRMNsme9.0 Fbrda Registered Architect or a Licensed Florida Carrpn.p. Method: Cerli/catlm Mark a Listing an Professional EJginee [� L FMM"t• ql PMdhrlta ClualtIvAssuranchis A-mved for tea A jilts d Tor Ues Lmga(& Onion ataa Rodur Model Hurler or Mama �itbLBial®fd laroduist DescriptionCaned Etclratlm oats Amreed for use Amrenrd forUM (mph 92" In NVNz Could, K"Ma" pQsg n "a Or Protluct 110190K Numtter or Name Product 0"cription Contract Expiration Dot, in HvMZ Outside NVIR Firtsislaunt Pf"l R 2 9145600 (Large Mkake "pea) Vinyl owl. Hung Wend_ o7no2o25 vn Yes Yes N/A 1 a Therme-Tru Fiber -Classic and Smooth -Star Nominal 6841139:88quor; Non-] rrlpacrAquot Opaque 12131/2022 No Yes No WA Composite Edge Fill lass Single Door (Insveng/Oulswing: X configuration) 2 to Therme-Tru Fllow-Classic and Smooth -Star Nominal Ili &gtct Non -I mpact8quot Opaque 12/31/2022 No Yes No NIA Composite Edge Fiberglass Single Door with SdalitiI (Inswingl0utewng; XO, OX or OXO amflgu fine) 3 aTherme-Tru Fa)ar-Clasele send Smooth -Star Nominal S&V39:88glgt;Non-ImpsoAquot Opaque 1213112022 No Yes No NIA FlbergtaW Composite Edge Doubt& Door vI0 or Without Sic sliles (Ins of g/Outehving'. )Otor OXXO oonhaumb.ns) 4 d. Therms Tw F7bw.Classicand Smooth -Star Nominal 7WORD&quo0on-Irrpact&quot Opaque 12(31/2022 No Yes No NIA Composite Edge Fiberglass Single Door (Inawny0utawng; X configuration) 5 e.Therms-Tru Flber-Classic and Smooth -Star Nominal 78030;08quot,14on-ImpatlBquct Opaque 12131/2022 No Yes No NIA Composite Edge Fiberglass Single Door win Sddite(s) (I nswindOutawing: X0. OX a OXO a 1 Therms-Tru Four-CassK rw Sm1aYh-Star oonfigurab... ) Nominal 6800U,04quotNon-Impartsquo, Opaque 12/31f2022 W Yes No NIA Flonda Department of Business & Professional Regulation part al Compose Edge Fiberglass SIngIs Door Building Codes and Standards IMI (trnawng(0utswra X configuration) 7 e Therm Tru Fibw-Cluei and Smooth -Star Nominal 84a39;0&quobNon-IlnpactaI Opaque 12/31=22 N" Yes No NIA Product Approval Application Detail Compower Edge Fiberglass Single Door with Urinals) (Inev ing)0utswing: XO, 01 CXO ,. ... ,_... rOffi 1 configurations) 8 In Therms -Thu Fiber-Claeeic and Smooth -Star Nominal 88s39;06quotNon-I mpadBquot; Opaque 12/3172022 No Yes No NIA 0-_ Composite Edge Fiberglass Doubt& Door Win or raft rI:Y or 29A 2" ran, pr,dm 21M wti1oW SIlnsvAntswnp; gfOuXX OXXO Milner V-- Manufacturer cooled Vaikk d.16 vrmdd � fWd FOCAmroval A,,*,d 1a&ip& 9 L Therml Fiber -Classic and Smooth -Star tlpni) configurations) Nominal 68p39;86quotNon-ImpaDtBquok Glazed IWl t2022 No Yes No NIA Afternoon 2020 PGTlndusinu Jan. R.-01 sh-J. d.al CER MI -Wade Ill -VAL 11A051I 1110SM20 11Ht2020 PM04d Oompowte Edge Fibwgllnes Single Door C.t.poill Windows (941)49"100 (706) 315-2590 (IrawinWOuttiveng: X txx111gulation) ambCYagory: Freed Ireawskidipto ndrsal 10 I. Therma-Tru Fiber-Clasucand Smlooth-Star Nomnal 08032:8&quotNon-Impactill Glazed 12/310022 No Yes No NIA Complinu Method: CerlMdatin Mark or LMI.g am Campoarta Edge Fiberglass Single Door NAM Sidelte(s) (I rewng/Outswtng; XO, OX a OXO fLai2a142aete9lHda 11 ms-Tru k TherFbcr-Cfassio and SmoothStar configurations) Nomia188A'3B,88quotNon-Im�a&quot, Glazed 2022 ed 12131I NO Yes No NIA ikW,-- ty A mr Amd Use In Amrah/ad 1, Ufa �� Composite Edge Fiberglass Double Door with or Mroul sWelims (Insvoing/Out9Mng; XX or OXXO Aloe Product Model Number or Nam. 5 PW-8320 (Lags Mlssh@ Impad) floducklivecritaklan Carhad ermirdion Date Ylnst III Window 44r302025 In HVHZ ChAvid, HVHZ lishilsont gnaw^ Yea Yes Yes NIA configurations) 12 LTherma-Tru Fiber -Classic and Smooth -Star Nominal 7&e39;0&quotNo.4mpac1Squot Glazed 12/3112022 No Yes No NIA Ccmpmte Edge Fiberglass Single Door 8nswkng/Outswng; X configuration) 13 in. Tt,-.Tru FA-Zlesoic and Smooth-Shr Nominal 7&";0&quothlon-ImpadBqud: Glued 12r3lI 22 No Yes No NIA Composite Edge Fiberglass Single Door with S ralrei(e) (InswrglOulowng; XO, OX or OXO configurations) 14 n Thermo-Tru FIbm.Ckmic and Smoom-Star Mammal 9&d39;0 &quatNon-Impact$quph Glazed 12131=22 No Yes No NIA Composie Edge Flbwglou Sings Door (Inswngriourb erg; x corvigumber) 15 o Therms-Tru Fibw-Classic and Smooth -Star Nominal 88a39:0iductNon-Impad&quot Glazed 1213IM22 No Yes No NIA Composite Edge Fiberglass Single Door with Ala! YtalaD 1 inevifbn 2020 MI Wndove and Dons Castel W,mdOws ADatagory: Harbontal3kcir Compliance Mrhod Crliflcenon Mad a LISM9 �a LrJdord YadY. Htmhr a Mama 1 HS 188 Pln nd nsne. Frame aces Must V11819D ttamlorium. RaJlscn 2020 MI Window and Dona Category: Window, albC.t.p,r. M.S., Compliance MMbod Evalumbn Report tom a monde RagYered Architect ore Licensed Rorlda Pro..-Y Engine., aLOM116 ailA Rraducl Medal. Minh, w Ilsoye 2 5701 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail peg.1 d1 15 2021 amity a mu 211111 !gym that %mtaal EnatMM&Llcsras yA�ydg YWW= SubmWAd FFBCAmneva AndrewAd §ma Brent Shine. American Arch leceral eleven M Inch, PE 169d202O 1ada2D20 1011SW20 Aporwad (?I b 305.3300 1... lachren A.-himn 1717)31 r•8454 balhbrp Inhad.eom Qualm Assurance Amovdfor Uee A=ovd for Use almSt D#dm $Bd6L.DUaka0 ,i .atl in.HVKZ Outside NVJL P9ilkii i19i814 73.621naulatd Guess 02MO2024 No Yes No •55/-03 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity Or Congrat Bll' anger Engineeract LUIS R Ll al Li PEA (717) 385.3300 PE-B2514 bYBhger@ nt ed.com Vertical Alum... Mulsn Peg.1 of 1 I rJ12021 tiler Jate Data Priam am Validated ah, Validated Submitted FBC Approval A,=,,d am" Steven M. LMeh. PE 1600020 imenom 101911 IM52020 Mproad (717) 317.0464 Qokalpl„Aacku- A,wowdf.Uea ApyylxkojgLuu kc" n.tm EQDMKLLutiOAL2& h, MWZ QuivgLd Nz 9aaMta o $lawn 12/312024 N. Ye Y., WA 18 17 x23it p. TheFiber-Classics•TruFiber-Classic and Srrrooth•SUr q.Therms-7ru Fitter-Ctmc and Smooth -Star Sidelita(s) (InawingfOLaawng; XO, OXa OXO B nor) Nominal Nominal l3&/l3g;O8quot,Non-Impadsptmt Glazed Composite Edge Fiberglass Doubts Door wth or without Sideli0es (Insving/Outswing; XX or OXXO configurations) Nominal 88039;8&quot;Non-I mpad&quot Opaque 12/312022 12131 Y2022 No No Vas Yea No No NIA NIA Flodda Department of Business & Professional Regulation Standing COfles and Standards Product Approval Application Detail Pagel al tA/2021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 2 d2 1avr2o21 Composite Edge Fiberglass Sings Door cote - .. Y. '; - , .. ; .... ";","".„ .. Cana I ' 18 r. Thelma-Tru Fiber -Camerae and Smooth -Star Transom (In wng:OnXe Nomnal 8ak3a;88quotlMon-Impact&quot Opaque 12131=2 No Yes No NIA lava P40dm f.90 Ent" or 2" lit L aft Did, Cam te Fi Ioat Single Door wth Edge 1'� Yll� � Fn �alcr,fe vatrlYed Ba yYpMep $t.ma1HL FBCAmreewl Agg@yAg � lye! version Manurecturar Sontag 6ie�al'n"-'a validate err 1(tllptld �lig FtaC Amrowl ApeeyMt ■shier O/OX or and Transom (Inewirlg/OWswing: O/XO. O/Ox or OfOXO COMigunbors) Radalon 2020 Jan. Fler0le HUIWn9 ProtluoU. Inc. Chad DlacKe V. Andrew Ten Jahn 9mtlurd, P. E. 01A52021 12142020 O1J01n2021 one FBC Appr, Revision 2020 Aelde Nick Thort- Lyndon F. 6ehmlA; P.E. Ryan J KWg. P E O7J15M21 02f1Y2021 0227/7021 04n Y2021 Approved 19 a Tberma-Tm Pdw Cla,sc and Smooth -Star Nominal 69fir 8&gUotNon-Intpacl8quot Opaque 12I31/2022 No Yes No NIA Category: Panel WYIa illft 545.8359 PE-81662 (352)301 creery: Panel Wails 1330)922-2369 PE-43409 (813) 767.6555 Composite Edge Fiberglass Single Door with Mbategery: Siding chad.dleraistgJwnethra gory:Si nmanpsn w e.com Siddae(s) (Inswng/Oulave.9_ XO, OX or OXO Complance Method Evaluate Report tan a e.com Ca rpll Repot ham e Enct Continuous Head and Sill cormgumtare) MonOa RegYand Armed or a biassed Florla teed Architect Flonda RsgislemlArMllecta. UanMd Floods Field, Registered or a 20 t. Theme-iru Flbe,(:k. ie and Smoofr,-Stsr Nominel 880391,0 &quatNon.inpadaquot Opaque 12131J2022 No Yes No WA Pra s0mal Engmar Prolaaswn l Engor- Composite Edge Fiberglass Single Door with wades Sideits(s) (InswnglOuricra ; Xb. OX or OXO ELmsteme Ithad d. ELaLVI -Bt _ Continuous Head and Sill mrtfiguralionsl gaiIAutraoat Amroved for Use Acw y d for that OR 2G91a) GrdHr Aerru c, Amnevd for Use va Amrad for UM (mea gslhL 21 u Therms. Tru Flip-ClasAid and Smooh-Sur Nomlml6&$199,98gmCNon-Inpacr8qu t. Glued 12/31/2022 No Yes No WA Affie Product Model Mimlhr or Martel $9gKi D f.sa6LM.Laattttll�tt IRIlSR1Z QWt>tt1D0lI &9J4ti18 PI.esou fl aaa a RwWct Model. Numb. or Name Product Contraof amlrallon aalo 1e NVM2 drYas NVHL ResMry P-. Composite goes Flberg lase Single Door wM S clelea(s) 0nsvingl0utswing; XO, OX a OXO 1 Crmplak Lap Siding 1ber-cement lap siring 17J31/20M Yea Yen NIA WA 1 a. &qud2T8gilot'. Sole Vent or Shcd Vinyl 8dl 12/31/2023 N. Yes No N/A Continuous Heed and Sill oonfgurstions) 2 Harder'li Lap Siding eta-cemvnl Spalding 12Al2a23 Yes Yen NIA WA 2 b. &aUct lllente T46A.d. fil Vent or Sold VInN Soak 121312023 No far W WA 22 v, Themrai-Tru Fbeir-Classier and Smooth -Star Nominal 88ir39;08qucd;Non-I mpaLd8quot Glued 1213112022 No Yes No NIA 3 c&ckdt:GrearI'Antegs Bedvd&s39. Sofa Vent or Sold Vinyl Sal 12012023 No Yee No NIA Composite Edge Fiberglass Single Door with 4 d &qurt;Os&qud; semi III Vhyl Sells 12f312m No Yes No NJA Sideltsil QnswnglOutaWrig; XO, DX or OXO 5 0. ►qud:Ch rlar O.kaquel; ii Vat or ad Vinyl Berta 121312023 Van Pia Yes N. WA Gonlnuous Head and Sill configurations) 6 1 &qud;Sr,per Spen&gedlit ict; S Vent cr Sold Vinyl SoffitI?t31/2623 No Yes No NIA 23 w Thermo Fiber-Claeab Uh-Star and Snw -Tru Nominal 66#30:88gUot Non•Inpad&quot Opaque Cam e Edge Fiber ass Door Panels with Vented 12/31/2022 No Yes No NIA 9 Sidelitk(s) (I nswnglOutswne XX, XXXor XX)O( confpumbons) 24 x. Therms-Tru Fiber-Cleask and Srrodh-Saar Nominal 8911 Iliquot Non-IhipsoUquot Opaque 121311/2022 No Yes No WA Composite Edge Fibergsm Door Pass with Vented Sdelits(s) 0n.wnWOulxvv% X)(, XXX or X)O(X mnNguntions) 25 yTherms-Tru Ftmw-Clessleand Smooth-9sr Nomino168N39;8&quot,NoriApset&quot Glazed 12131/2022 No Yee No NIA Composite Edge Flberglea Door Panels Meth Vented SdNitcs(s) (Inswng/outeune XX XXX or X)oa( Florida Department of Business & Professional Regulation Page I or 1 OOfIfIgUr860ne) Building Codes and Standards 10OW21 ' 26 z. Tharma-Ten Fiber Classic and Smooth -San Nominal8&M3D:08puot Nan-IrtpadBquot Glazed 12/31/2022 No Yes fib N/A Composite lici Flbergsm Door PsneYwtlh Vented SedatAe(y (Inawngloinawng: XX. XXX a XXXX Product Approval Application Detail conmgurations) Florida Dope rtrnW of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail peel oil III 27 za Thirma-Tru Fiber -Classic and Smlooth-SMr Nominal68H39;8&gUotNon-Irrpact8quot Gland Composite Edge FibergsuSingle Doawth3&M39'A 12/31/2022 No Yes NO NIA ... ':... - .. ,,:- .. - ,. .. ..... .. ,• - ..� ...... .. .. - ., - .. :,..r .. .•..>. „- .. .. ,,,�_, .. .. - . . Scieltol O ng/oulswn9: XO. OX a OXO .. ... ., , _... Sssti _ ..:.. Fes. `--... _ _:.. _ L�:.em>Bm �� ..-.. .. _ a11111Y.9L Gtt oats Dot Prtdm )gpgA 28 zb. That ma-TMFiberGoaslcand 5rrcn-Ster coriftufallesj Nominal 58PIliqua:Non-InpadBquollGlued 12/31R022 No Yes No WA 140 Version 11-41er Sr9at&ki FeadmL&lk=U Vd�1ey vat aL.Mluad PaCAmronl Asar, ama IYm )!mlan Monuflialrer • Conrad ,n� vwrlyd a. Vag" luummw F Amrow ApAUW Ytm Composite Edge Flbarg lam Double Door With R.Asia, 2020 TAMKO dmidinp Products LLC Kerr) Eden Robert Ni-- John W. Knoell PE IQVV2020 OB29202C 10/122070 12/152020 Approved R.Mel m 2020 L,V Thompson. Inc. tlbs Thompson kchitecturW Tory Christman Zachary R. P," Stamen M IAkh, PE Gan 712020 09/162020 09=020 1V15=20 Approved 3039,08idelitaa(Inawng/OutRwng: OXXO Category; Romany 4417)B24.6544 PE-S0166 (254)772-6224 Metals Compny(TAMCO) 4613,7433456 PE74071 (?17)317-8454 configuraton) ebata�ry: uridrl.ymeds kern een�lemko.com Co.": Recline ta,y�grrotsk-fng,can 29 zc. Themes-Tru Fiber -Classic and Smooth -Star Nominal S8.aI Squot Non-Impact8quot Glazed 12/31/2022 No Y"No WA subcategory: xlee mph are an Composite Edge Fibefglari Single Dow cote 38a39_D CwrytlMMM Method EYaluahm Report tom a InnaY Pert ofine Rm1ng System Part the c inn s Siddite(s) 0nawnl110utswng, XO, OX a OXO Flows Registered Architect we Lima" Florida Compltsnca Mathnd Ewluetin Report Ian. mnfgunbona Prd.s,nd Enpneer FlodO. Regstand Ardrlled or. Licensed Flerla 30 zd. Therma•Tru Fiber -Classic and Smooth -Star Nominal 88a ;08quoCNon-Impact&gL1d. Glued 12/31/2022 No Yee No NIA Prae4sonal Engineer Composite Edge Fiberglass Double Door with fL#t2328AlhffiUSk 38s&9:0 Skdslefet(In&wng/OUiawng, OXXO Quw&ARIULAWa Aomowrlfor Us, AQKMMdIonUa lmamd l 31 ze Therm.-TNFIbor.Classoc andSM00th-Star mnlguration) Nomal7&a39;0&gUotNOMmpara'SquOt,She kker 12/3112022 No Yes No NIA 9-1 Product Mmm,Number aMeme ProesclDescribed. ,Srhd.Eek�d1w,old, inJribiE 0.1hod, HYHZ 11,21steo1 Pressure QualltvAssurance AporovedforUst Approved for Lee In= 21ME Sores Composite Edge Glazed Fiberglass Single 1 TAMKO Rod Unarlayllhants(HVHZ) Rod umled.ymnl. for use In F 6C HVHZ 061 Yes No NIA WA ANA Prm,a Ypaat. Numb" a a'- ProductStehe I, HWKZ 26higa HLOIz AIWIM t'JatYal Door wth or without 1&#39.2 adolite(s) jurisdiction, 1 TAMCO Fla Top Op-Podge Vent Seth gale kx Tle 20 pa. static roof yenuator with berme 091092028 Yes Yee NM WA (Irleving/OuUwklg. X. OX XO or OXO configurations) 2 TAMKO Rrta underreymont,(NON-HVHZ) Rod undedaymatt for site On F BC nil 44VNZ 06292023 No Yea N/A WA 2 TAMCO Gooseneck Vent 26 per. 09101111 No Yes NIA •Oh526 juradcul 3 TAMCO OR -Rile Roe Yenl with Darla 20111static rocfventlWor wm Integrated DatBe 09MB12028 YM Yes NIA III 4 TANI Round Too Micidge Vent eth Same for nik 26 ga. stab roof venfikta with bale 09M20M Yea Yes NIA MIA Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Page aI Building Codes and Standards 117=1 3/15/2022 Product Approval Application Detall FL06268-R31 Type VBfslOn Manufacturer Contact Engineer L Validated By Validateded Pending. ARDroyed Approved Revision 2020 POLYGLASS USA Maury,Alpert, License John W 1012W020 10/22/2020 BBC 12/15/2020 Category: Roofing S9542331330STrial pill polygiass.00m RobertNieminen Knezervich, PE ARRMY111 SubCategory: PE-59160 (954) 772-6224 11/01/2020 underiaY ments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL162SM31 am Products FfodUct aoitat, Nurlbir or Nana Product Deecrl Ian I �� � MA pool 1 Polyglass Roof Underlayments Roping underlaylntnts 10f2112022 No Yes WA 4WA1-622.6 1 Polyglass Roof Undedayments (HVHZI Polygiew roof unOwmaynlents for use In FSC12/2312029 Yes No WA WA HVHZ )unadkeons. 2 Potypass Root Unc erlaymMts (non-HVHZ) Polyglass roof undem"ritits, for use in 12/2302023 No Yes WA -NJA/-62Z5 FBC nun-HVHZ jurladl tions 1 Polyglass Roof UndeMayments (HVHZ) Polyyylass roof undMarymerts for use In FSC12123/2023 Yes No WA WA HV142 )urladkiioro. 2 POlyglass Root UndenAyments (non-HVHZ) Poyglass roof undenayin ems, Mt use In 12713=3 No Yes WA NIII 2.5 FSC non-HVHZ jurisdictions, 1 Polyglass Roof Underlaymenta (HVHZ) Polyglass roof underlaymemts for use In FBC12/23aW Yes No WA WA HVHZ jursdidiona. 2 Polydau Roof Underlaymerlts (non-ri Polyglays roof undedayments, for use in 1212=23 No Yes WA 4NIAI-622.6 FBC nanI jur eciftons. 1 Polyglass Roof Undedayments (HVHZ) Polyglot" roof undenaymeMs for use In FDIC 12/2aMM Yes No WA WA HVHZ jurisdictions 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass rod underiayments, for use In 1Zr23f2023 No Yes NIA 411,11III FBC non-HVHZ judsdiatiaw. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 102 1OPr&21 lice Mohan M.nd cturr Fnagu-LUMU VelidYd By yigttlld Ladlmlaad FBCF9C Ammrnd Anomad liaise Hew- 2020 MITat Inc. Erin Walden ICC Evaluation Go'*.. LLC ICC Evilusiln So-, OM 112021 0611D2021 GAM 2P1021 Approved Cat,saw. Slrucorel Components t98961 52) LLC. 11:catigI True, Rat. aaeioenQmki.cem (2051 599.9600 Compliance Method: Evaluation Report tan a f L"ST4tSFt,dmab Product Evaluation Ii Apia Product MorYL Murbr w.Manw H4eh�f7Jm1R0 QueIN M4amM Sgtr3ataatrri Approved for Use Aggrovd QU in HVHZ QuAsIde fm Un ii Impam &4Mtae Doidw paaMus. 1 M1eAH3 to perhigh atria In truss cnnecto plate IWI2022 Yes Ye. NIA NIA 2 M1881-18 18 to wow high Strength truss connector plate 12131022 Yes Yes MIA NIA 3 MI 16 to ga. this$ cYnnKYor oats 17131=2 Yes Yee NIA NIA 4 M7188S 189.. high ,teenotth truss -.ad. pl.a 1213112022 Yes Yes NIA NIA 5 MT20HS 209a. high stangtm truss connector Met- IV3112022 Yes Yee MIA WA 8 TL18. M716 18 go tu. connects plsta 12212022 Yea Yes MIA WA 7---- TL20. M720 20 gs.Wn canedaplates 12/31= Yen Yes N/A WA _._ giatt a11191Le DNA • .. PAS pat Pence late LM YKNM laitoea d= SBeOf& E0 Yel»t YaMoifaa Submitted FBC AanmvY A®vad EltY! Renexn 2020 Lam.nm K.Olna JYby Jrmra L. doctor.. P.E Stevan M. Lin.. PE 1 inv= 112312020 1109/2020 Sing FSC Appr• Category: Roane (5D11La3.6163 PE-M242 (717)317-6454 SulCraaenn Roofing Accessories that are on kjdkyelannoccom Integral Pen ofthe Rodlhg Sysem C.Mlanw Method: E-h atim Report Nome Florida Regatemd Arthnttt ora Licensed Florkla Prasalnel Engineer OL4KW Amwame Approved for use Approved far Use kmoad glance lung Rbdrdt Mach. Number ad Nam, $ogled $eadallgD UnitedExd1a10sn Date InHVILL 2919Aad= senates[ Praleeltta 5 1 Deck -fir" DA-4 a TRHBuIHark-fir DQA-1 Lea Profile. Pdypropylenv IIRVat od 12!1 0202 No Yes Me 47,947.6 MI widely Attach ad to Pyaeod Deck. Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1/252022 Product Approval Application Detail g slier Entlb or iota 12e1e Date Porelli 20 ice Version Manufaoturar I ni Enotnaer Ill. IJceNt ValidaSad aV Validated Submitted FBCAppmvpl Approved statue Re+ision 2020 All Amedcan Shutters and Gass Mke Barbieri Frank L. Bechanck, RE Troy Bishop, P. E. 10n2612020 tall sr2020 11105/2020 12/15/2021[i Approved Cartel Shutters (561) 7124862 PE•004BUS (954) g47A860 SulaCategory: Storm Panels mikeboaal lamericanehillte Compliance Method: Evaluation Report froma rs.com Florida Reg Mend Architect ore Licensed Fbride Professional Engineer P11rl teea.Ra Pfodlmu saq X Product Model Numb" dame Product Description Cluelithi Aeaunnce eoomvstl for Use Aooroved far Ilse nct expiration Oats In HVNZ cluteitlp HYHu C�tre ]mciact Dftalon It nt Prenun 1 24ga Galvanized Steal Storm Panels 24ga Gaavanzed SUN Storm Panels 12/310022 Yes Yes Yea WA Flodda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pant 1 d 1 6H4+Y021 LdiOe At& ate 2dLemLm 292 Must Version Menldacturr Contact lrg&im A LJmm validated &I Validated &Ann!a FBC AMIOVW Aum3l4 &am Revtson 2020 Wry.lhnusw Rob Beldam ICC EvYuNn S-11i LLC tan Lelrar. RE D2021N21 1011=20 021D312021 Appresed CYagery: Smudond Componena 1253)924.0479 jS06)839-3268 embCal.aory: Engineered Lumber Rdxd salawinggvk yarn Complim-MMlm: EleluYln R.Pnfrom. eover.eom Product Evaluedn Entity fLAW14tll hood, gawLuwmm AELCMLorUea Amravd far Use Ime a Rom 1W Product Mod& rename, or &I Prodm owtiotim comad Elmtrdlm Dot M HVHZ Outside HVHZ R#&1jgan1 )ate• 1 W-1-LVL Lemsetd veneer Lumber 03MIII 3 Me Y. MIA WA 2 Pareiam PSL PenMI Share Lumbar 0313112023 No Y.s NIA NIA 3 nmbr8tivnd LSL Laminated Sond LuRor 03/312023 No Yes N/A MIA 4 TJ Rim Board Structural Cortical Lather a Oriented Strand OY112023 No Yes H/A NIA board Rim Board 5 Wentame-ef Rim Boom oriented Slrend Scare llm Board 03/312023 No Yea NIA MIA Seeder lui Y•"on Maufwtum R*Vslan 2020 9-1 Recent; Cate"! Reoing to CWgery. Rmtng Tlks Compllr UMhd: a urin Report form a Product Evaluation Entity RedrJ Mrdel Nahr a ks- 13 ta.rny-&Yoko, bole, Cauntry see. sell Old Evian Thatch &amp, "Pad 17 Stoney 600-Slate, Shake&amp: Split Shake 19 Bermy800-9kte, Shah er&amp; Split 19= 15 S.ny7m-Shak.,8lre&amp:8Mt Shake 20 21 Sseny700-50I Slr.&amp: Stet Shake Tells,Epos l Be Malmo 20 "Its Florida Department of Buslnes9 & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg, t o 117IM21 Suet End- ALls:ms VWdautlaft Validated $LknNted F&C Acki A,-,,d saa Mow- Roble IAPMO Undomn EvIIN.tidn Gary W Walk. 11.0312020 11 A22020 110&m20 Approved (801)380.6091 SaMOM LLC. (205)854-NSO ReprlMdenlmQbaY.on m $WItlLAiaLEeS! Astral fern Use Am rovtdfor Use kaW 22DIO1 Hearlliurdldalan Flat Profile -Denw, CO 1MI2020 it, HVN2 2WAdLd= No Yes R dw t NIA Pla1Y[l WA Flat ProI.- Sfoekton. CA 12tVW20 No Yee N/A NM Flat Prole-RiaR.,CA 12/31202D No Yes N/A WA FIM Prole - Stockton, CA 12/312020 No Yes NIA N/A Fkl Prollke- Risk., CA 12/312020 No Yak MIA WA Feoi Rolle- Xaly, TX 12131 M20 No Yes NIA NIA Low Monte - Katy TX 12/31 /2020 No vs. NIA NJA Florida Deportment of Business & Professional Regulation Par I ell Building Codes and Standards IWMI Product Approval Application Detail Qwk laoto ar ads Jng DataPmdm Gee Mutt won gunWaeturar CM&9L )inainvel Ural Validated Validated 51omeMa FBCAmmvY Agg(gyly ALE& Aft&WW 2020 PGT Industries Jms RosoUskl MsmeOea acco -CER Naaml-Dade SCCO VAL 11p512020 t1A52020 11H1/2o2o Apa0s4 Category. wntlow , (941) 480•0100 (788) 315-2590 Subcategory: Mull- Irmow iddipgtlndu6sletc CempII4rW Method: Cali/call Mark a Living Om QuYYV A,wam, Anceavad for UM boAd 2m a ad t Rodua Model. NLnbK or Name Product DeaoHnm Comas rmirwim Oat• In XNii guide, HL Ittttwwt IRIKMIre 1 MUBms to -All Dons and Wlndoe9 Aluminum Muama 05282023 Yea Yea Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application 04011 page 1 d2 11112021 QM Entity W .292 Ate uata.amitm 210 ZM V"QD maniduwrK Oman .i.Lramt yxmatam. Validated s$ibMlt6d POCAmrwd AD-wd a" R61491ar 2020 GAP Michael Shah ROOM himin nen John W. Kna "ch. PE D91282D20 0921/2020 101MO20 Ill Alpo ed Caegorry: R.Org (800) 7011 PE-69106 111772-0224 smbcothil Asilhat Sh sea mslebel af.eom Co mplience Method: Evdudin Report from e Flonas Ragleterd Arndeet or a Licensed Florida ProteaslonY Engineer E1aaudita illua Q,WK+' Assurance Agencies for Uss Amrevsd for UM mm 2imm I ng product Yodel Nant r or Memo Product Descried- Canned Bmlratlon Date N li ,$ttd, HOIKE Iteralstant P-M 1 GAF Asphalt Rod Shingles Fltootil-ninfanad 3401 eminence. Slab and 1211811 No Yes NIA NIA coldets eph.lt sh.Q., Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail peg.1 err I 1111121 T Shot amw or au at Dan Ptndno 20 merge Venom Manuraoturar CgI ermmea is U.Sn VYtatd w Valid" OUbM%td P59 AmrovM ApiwDWd 4" Revision 2020 Flnda Me% Products Inc. Clark Jones Jam. L Bucker, P.E® Staten M. ki PF 00/272020 06252020 IOADA2020 12HfV2020 App-d Category: pooling (904)783-8400 CBUCK grenearing (ti?)31?-8454 6u1leCehigi Roofing Accesscrwe that an an carolgifl ocom PE.31242 linei PM of me Roofing &yet.. Compiler- Method: Evaluation Report from a Flonda Reglstend Archdactw 4 Licensed Florida Prdesaln.l Frig r FLMhA2E4v2)-f,mm may, Approved for Use Aggrieved fa the ligol l DOOM iiaa8 $ yr M ar+r or Mama [nr4.err Eadrrlm Doe 11, NVNZ QuaNds HVHZ R..Wat PLiiMUi 3 3-FLAMCO bgIW;RV tO Rige Vero&quo: Aluminum Ridge Vents for pdmed rook Wated 12/312024 No Yes No WA from 0.025' Numhum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail papa I a 1 1252022 Coda Entity or Outs e Dove Pending Q im Version Manufacturer Contact Entainwr&Utah" Validated By Validatedb Submitted FBC Approval Approved, $win pill 2020 Global protection Products, LLC Tim Robinson Walter A. Tilt Jr., PE. Jonn W. Kneel PE 0910toQUO 09/OB12020 10101/2020 1211512020 Approved Catagay: Shutters (954) 689-7545 PE44187 (ON) 772.6224 SURIC egory Storm Panels km robmson®pppent.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florka FLiNffQll•Ra Professional Engineer Products Singer Product Model. Number or Name Prod ucl Description QuelHv &IUU nro Contract Expiration Aaomued for Use Anommed for Use Date in NY HZ OuMlde HVHZ L jag�Lg Fs9WIaM Pm"re 1 20 Gage Galvanized Ssel Storm PaneaMVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2L22 Yes Yea Yet; NIA or not by tracks to prof hurricare protection. 2 24 Gage Galvanized Steel Storm PaneleMHYHZ Corrugated Galvanized Steel Storm Panels retained 12al/2022 No Yes Yes N/A or not by tracker to provide hurricane protaction. Floods Department of Business & Profeselonal Regulation Building Codes and Standards Product Approval Application Detail Papa I ell n2m+ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I arl wr ot, 94Lt EnOd or lit mil 4ttP#ndm Da! lbeliti or Do ABA Date Palm Re M)tm Version Glut= Sggtmi CCALaLAMG= validated Of yeq" mukm= F&C AaorOved Anonng Alen Mile VnalaD Banidalut. Contact gogwmLLLIMM Validated B. ihErtslaa liegatigold FBC AdpmyY Agpnevad Amu ReMYon 2020 Alpine SI Lewlf ICC EValustin Service. LLC wlkam M. RS IerL PE 101112020 I C2V2020 1145202D 11AO 2020 Apprpntl Ravish 2020 Commercial Concrete Proems ino. Robert 011ie 9arrnlel A Greenbeira John Hoy 17IIa/2020 17/1612020 12292020 Sing FBC Apron category: structural Cortlponenl, (3211 710.3377 (407) 661-1917 catepay: Structural Components 1813) es9I PE-34245 (352) 9e-5311 SubCal"i. Trues Rates Yeslpcil.ipinYM.com Subcra Introduced at n Resit of pnnYgetehr@»I.00.ewm Compliance Yahoo Evaluatim Recn tan a Nor Tathre egy�as Product Evaluation Enl1V Cempllami Method: EYYuYen Rape awn a laNntecl w s Licensed Pledde FLNISIM? Pressures Prde,siatalEngine. Marmsa quarry Aa Approved for Utt Aooravdfause Irl� 2&ft leas CetlYct Made. N ,near or Name gin Cedrad Embaan aid• In HVHZ O tsideNVNZ Rwhill PFinaUi IS la1t74•Rt l4adcte 1 17W SCG/Apse Higher 8lrangth iH &amp S) Metal Coroada Plen 12M12024 Yes Yes NIA NIA aamLAaM&M A-,S d for Iha AcormM lfisr Ufa Impact 919M 2 ITW BCG/A111M Hinge Plate Metal ConneelalPlsw 1 N312024 Yea Y40 Nol NIA amt Recta NDdel MUMw a Hama Pto&ld officirliethorn cw Ad Elsiralm Deft In HVHZ Outside HVHZ Bidim PR N 3 ITW BCGAON TIUIM Mctal Comecta PYM 17/312024 Yes Yes NIA NIA / 011aky Pieces or Conmaeial Concr.e Products P-11 and R.teased Concreer Llnlels 0525/2024 No Yes NIA NIA 4 ITW 2CG/Al4M Wow met.[ Comecta plate 1213112024 Yen Yea NIA NIA 251 m m Vmisn M-,IKtaM Amnnttln 2020 Alpha Aluminum, Inc. Category: Panel Will, aulrCaapory: Botha Compliance Method: Evelusbn Repo tan a Flonda Registered Armt-1 c, a UunMd Fiona Professional Entener AwH R ,,. Yg lmnra tame I Alpha Aluminum Sold 8emp. Vented Aluminum 8offtf CMu Lamp; Wood Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EnOb or Jose Siva LUIS R. Lomas (40713011 PE•62514 f tph.YYrrplumne®y.hd a a,1m Alpha Alumlium Sit &amp: Ventd Awhium "IV CMU &amp; Wood Pagel 02 90 021 validated au Validated rbllatill F�b�pro�yY A,-,W Ate Steven M. Unch. PE 11H 1W20 11/1.2020 11202020 Approved (717) 317-8454 Q&ely Asewa)CO Aogrwlnd for UM AOotOWdfa UM impact DOMM Contract EwirYlm Do, 1, Orki z. outside HV tz BaelLbut F-, O7/302023 No Y. No NIA May 27, 2022 ^W W L -Cu O+{J W Q O 0 CU U W +.� Cn W 3 C) O t/J O C a O 0 � O C6 O Cn fk� �� (� 'R''C^U .� vJ 0-fi C:� Q Z Z W J G Z;3 m WLAJ � O � U t1 t� C7 M Cl N - oLa x 1= LA_ CL- N (13 C� N�rlsi in N O fit Q N X cu E L c Q) .• Q m du Ol ca u our Vt t1 If E e'o CDa u O U) C r E Case ( / ICU > L Case O Q � U O L) ICU W O L ICU W Q Z J Z Q J a SHEET NO. PA 1.1 I L_ I 1 11 21 1 it IF 1 1 I 1 11 11_ I 1 -e-+ CD CD i _ M 0 ++ U N O "a Simpson Strong -Tie 2020 FBC Approved Products Far drect Inks to all BST approvals listed below. CLIr K, HERE Updated 12l3012020 Simpson Strop Tie 2020 FBC Approved Products p g_ pp For Beet InKs to all SST approvals listed below. CLICK HERE. Updated 12130r202o Sim son Strop Tie 2020 FBC A roved Products p g_ For direct Inks to all BST approvals listed below, CLICK HERE- Updated I1f3gf202d Sim son Strop Tie 2020 FBC A roved Products p g_ pp For dlretl Inks to all SST approvals listed below, CLICK HERE Updated O O- 0 O Q 0 O 0 � C i For additional Information regarding Florida's Statewide Product Approval "[am and Maml-Dade Canty Notice or. Acceptance (NOA), kUj'K. H F RE For addtionai Information regarding Florida's Statewide Product Approval System and Mau0 Dada County Notice of Acceptance (NOA), CUd ,,K H ERE For additional Information regarding Ftardle'9 Statewide Product Approval System and Maml-Dade County Notice or Aamptence (NOA). CLICK. H c RC For additional Information regarding Flands's Statewide Product Approval system and Mam-Dade County Nadee of Acceptance INCA), CUCK; h ERE v FL#110446-R6 FL#10486-R3 11 HUS, HUSC sales hangers Face -mount hangers available In widths ranging from 1.5/8" to 3 0 V 9t18" and heights ranging from 410116" to 11" Concealed flange AW Product Numbsror Norma Product Description � fde P�yJsl. rtl duct Model. Number or Name Product Description Product Model. Nurnbaror Name Product Description version (HUSC) available for models having width equalto or O Q "L 1 Titan Stainless Steel Concrete &Masonry Screw (TTNSS) 114"diameter Titan stainless steel masonry screw 1 A21 A23, A33, A34, A36, A44 Angles 1 BT, BTB. BTH Brick Ties geateren then 6" C O L O 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 IUS aeries hangers Face -mount hanger* available in 4dths ranging from 11-718" to 3 Q c 3 APB44, APB44R, APVB66, AP866R, APB88, APBWR, APB7010, APB101OR, APVB44, Outdoor Accents Post Bases 3 CS14, C516, CS18, C520, CS22 Coiled Straps 516" and heights ranging from 9.114" to 16' = 0 _ � _ FLtY988a-R6 APVB44R, APVB66 APV666R, APVBBB. APVBBBR, APVB101D, APV81D10R 4 C9HP18, CSHP20 Coiled Straps 13 LOU3.25 SDS, LGU3.83.SOS, LGU5 25-SDS Face -mount hangers dial 0 -1.- 4- 0 4 APDJT2-4 APDJT2R-4, APDJT2-0, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2.8. Outdoor Accents Deck Joist Ties 6 CTS218 Compresslon7TensionStrap 14 LU24, LUX, LU28, LU210 Face -mount hangars M 0 > Product Model. Number or Name Product Description APVDJT2RB a DSP, SSP, TSP Stud to Plate to 15 LUC28Z, LU021 OZ Face -mount hangars 0 1 SDI On 12DBB Outdoor Accents Connector Screw b APHH45, APHH46R, APHH610. APHH(J10R Outdoor Atcams Heavy Hanger 7 H1, H10A, H2.6A, H3, H6, H7Z, His, H16S, H16-2, H16-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 0 L 0 2 609112. SD9212, SD10112. S010212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4; APTB, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam-bt-Column Ties 8 HGT•2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-1508" U) 0 M 3 S09112SS, SM12SS Strong-DriveSD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH2BR, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricans Tie 17 MGUS:83-80S, MG1.15,25-SDS, MGU5.60-SDS, MGU5.82•SDS, MGU7,00-505 Face -mount hangers C M 0- 4 SDCF22434. SDCF22512. SOCF22614. SUCF22700, SDCF22858. SDCF221014 3trong•Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 1 D HSS2SDS1 5, HSS2-2-SDS3, HSS2-3SDS3 HSS4-SDS3 Heavy Stud Shoe 16 MIU series hangers Face -mount hangers available in widths ranging from 1-9/16" to 5- 1. �.6-1 SDCF221134, SDCF221334 SDCF271958, SDCF272358 9 CST2Z. CST4Z Concealed Beam Ties 11 HST2, HST3, HST5 HSTB Straight Straps 1/8" and heights ranging from 6-15/16" to 19-1/Z' 5 SDCP22434, SDCP22512. SDCP22814, SDCP22700, SDOP22858 SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z. CJTBZ Concealed Joist Ties 12 HTS16. HTS20, HTS24, HTS28 HTS30, HI S30C Heavy Tw1at Strap 19 MUS26. MUS26 Face -mount hangers SDCP221100. SDCP221134, SDCP271400 11 OJT 14 Deck Joist Tie 13 HTSQI BKTZ. HTSQ2OKTZ Heavy Twist Shap 20 SUR SUL SURC. SULC series hangers Skewed face -mount hangers available in widths ranging from I - 6 SDHR27400, SOHR27614, SDHR31400, SDWR31614 Strong -Drive SDHR Combo44ead Screw 12 DS Dry Wall Stop 14 IFTA Light Floor Tie Anchor 9118" to 3.9/19' and heights ranging from 3-111 &'to 13-3/4" 7 SDS25112 SDE25134, SOS25200, SO825212, SDS2530Q SOS25312, SOS25412 Strang -Drive SDS Heavy -Duty Connector Screw 13 FC4 PCs Framing Clips 15 LSrA9, LSTA12, LSTA16. LSTA18. LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500. SOS25800, SDS258010 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps ZX and 4X models; only acute flange is concealed. 8 SDS2511266, SDS2520OSS, SOS25212SS, SDS253OOSS. SDS2531265 Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GA1- GA2 Gusset Angles 17 LT620, LTB40 Bridging 21 U series hangers Face -mount hangers available in vwdths ranging from 1-9t16" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor-to-FiDor Screw 16 Hl H2>5T, HS, H10A-2, H10S, H14, HGA711 Hurricane Ties 16 LTS12, LTS16, LTS1 B. LTS20 LightTwlst5trap 6" and heights ranging from 2-518" to 11.1/4" 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MsT37, MST48, MS760, M9772 MediumGirderTredown Straight Straps FL41110007"R8 19 K18812 Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA16. MSTA18, MSTA21, MS•TA24, MSTA30, MSTA36. MSTA49 Straight Straps FLWOS 7-R6 20 L30, L6D, L70, L90 Angles 22 MSTC28, fill MSTC52, MSTC86, MSTC78 Straight Straps IMA Product Model. Number or Name Product Descriotlan 21 LCE4 Post Cap 23 MSTC4883, MSTC0603 Pre -Bent Straps Affix Product Model. Num bar or Name product Description 1 ATR316, ATRI/Z ATR5/8, ATR3/4 Threaded Rods 22 LS30, L850, LS70, LS90 Skewable Angles 24 MSTI2e, MSTl36, MST14a, MSTIaO, MSTI72 Straight Straps 1 BA series hangers Top flange hangars available m wdtha ranging from 1-9115" to 7- 2 ATUD5, ATUO&2,.ATUD9, ATUD9.2, ATUD9-3. ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MT524C, MTSM, MT830C Medium Twist Strap 1t8" and heigMa ranging from 7-118" to 30'. 3 BP318-2, BP112, 6P112-3, BPS/8-2, BP518.3, BP3J4, SP3/4.3, BPRTU03-4 Bearing Plates 24 L-SSJ26112, LSSJ2ORZ, LSSJ28LZ. LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Ad)ustable Jack Hanger 25 NCA2x10-12, NCA202-12, NCA2x8 IS, NCA200.16, NCA2X12-16 Bridging 2 DGBF series hangers Top flange hangers available in Wiltho ranging from 3-518" to 7- 4 CNW918 CNW112 CNW5/8. CNW3/4, CPM15/8.V2, CNW3WV8 Coupler Nits 25 1SSR1 61, LSSR2 1, LSSR2 37, LSSR2 56. LSSR210-2, ISSR410 Field Adjustable Sbpeable/Skewoble Hanger 27 RCW1312, RCWS14 Wall Bracing 1/8" and heights ranging from 9.1/4"to 24". 5 CTUD55, CTUD155, CTUD66 CTUD76, CTUD76, CTUD77, CTUD67, CTUD88, CTUD97, Coupling Take -Up Device 28 LTP4, LTP5 Tie Plates 28 RPS18, RP522, RP528 Repair Plate Strap 3 DGF series hangers Top flange hangers available In widths ranging from 1-112'to 3- CTUD98, CTUD99 27 ML23Z, M1_24Z, Mi.257, ML282. ML-2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24" 6 N3, 144. N5, NO Heavy Hex Nuts 26 MMHB Roof Tie -Dawn 30 SP1. SP2, SP41 SP6, SPB Stud Plate Tie 4 DGHF sales hangars Top flange hangers available in widths ranging from t-314" to 3- •7 RTU03, R7UD3B, RTUD4, RTUD4B, RTUD6, RTUD8, RTUD7, RTUDB Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" to 2if* 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in vAdths ranging from 5.1/4" to 6- 9 TUW38 'rake -Up Washer 31 RBC. RBCP Roof Boundary Clips 39 ST9,.ST12, ST78. ST22, ST292, ST2122,.672115. ST2215, ST8215, STBZ24, ST87-38 Straight Straps 7/8" and heights ranging from I Vto 52.1r2" 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T02D, T627, TS30. TB36, TB42, T048, TB54, TB56 T86D Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tledow n System 33 RTC22Z, RTC42, RTC277, RTC44 Rigid Tie Connectors 35 TWB10, TW1312, TW614 Wall Bracing 114" and heights ranging from 11-V4" to 37' 12 URS6 518" Uplift Rod Run Tledown System 34 SrC, STCT, DTC. HTC4 Truss Clips W VGT, VGTR, VGTL Variable Pitch Girder Tledown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 8 7/8" 1S URSO 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W8100 VB1DOC, W6126, WB126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4. Z44 Panel SliffenerCllps 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-114"to 7- 1i8" and heights ranging from I V to 32' FL#1D441-HIS FLM0531-R5 9 HB aeries hangers Top flange hangers available in widths ranging from 1-9/18" to 7- FLiM0447-R5 1/2" and heights ranging from 8" to 3W 6MIProduct Model, Nu'mberor Name Product Description JW Product Model. NumbBrorName Product ription 10 HGLS series hangers Saddle hangars available in widths ranging from 6,114" to 8-7/8" 1 DTT2 Hold down sea # Product Modal, Number or Name Product Descrirrtfon i CSH2.37x5 5, CBH2.37x7.83, CBH2.374.75 Concealed hangers and heights ranging from 10-112" to 26". 2 HDOI014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UT series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDO11, HHDO14 Holed -down 2 DSC2R-SDS3, DSC2L.SDS3, DSCSR-SDS3, DSCSL-SD.43 Drag Strut Connectors available in widths ranging from 1-9/16" to 3.9/18" and heights 718" and heights ranging from 7-112" to 37' 4 HOU2. HDU4 HDLPS, HOUR, HDU11 HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23-15/18". 12 HCSLTV series hangers Top flange hangers avalable in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strapatyle purlin anchor 4 HCP1.81 HCP2, HCP4 Hp Corner Plate 3 HGU3.63SDS, HGU5.25-SDS HGU5.50SOS HGU5.62SOS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33" 8 LSTHD8 LSTHDBRJ Strap-slyie hold-down 5 HHRC2 2, HHRC42, HHRC42-2, HHRC411 B1, HHRC44, HHRC5,2",25. HHRC5.37/312, Heavy Hipto Ridge Connectors SDS, HGU9,00-SDS 13 HIT series hangers fop flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in w r ranging from 1.518" to 7- 9/1 O" and heights ranging from 18" to 26" 8 MPA132, MPA144 Strap-styie purlin anchor a HRC1 81, HRC22 Hp Ridge Connector SM" and heights ranging from 5-6116" to 12-7/8" 14 HUSTFseries hangers Top Flange joist hangers available in widths ranging from 3-1/8" to 9 PA 18, PA23, PA28, PA35, PA51, PA88 Strap-styia purlin anchor 7 L RU26, LRU28, LRU210, L RU212 Rafter Hanger 5 HHGU5 25-SOS, HHGU5 50-SUS. HHGU5.62-SDS. HHGU7 00SDS. HHGU7 25-SDS, Face -mount hangers 3-9(18" and heights ranging from 5-3/8" to 13-1/8" 10 PAII8, PAI23, PAI2a, PAI35 Strap -style Purlln anchor 8 LSU20,. LSSU28, LSSU210 Light Slopeeble/Skewrable, U Hanger HHGU0400_6DS 15 HUTF. HUCTF series hangers Top flange hangers available m widths ranging from 1-9/16 to 5- 11 .'T HD10, STHDIURJ Strap -style hold-down 9 TBE4, TSE6 Truss Bearing Enhancer 6 HHUS26-2. HHUS28.2, HHUS21U-2, HHUS46, HHUS48, HHUS41 U, HHUS5.50/10.. Face -mount hangers 112' and heights ranging from 3-7/16" to 15" Concealed flange 12 STHD14. STH014RJ Strap -style hold-down 10 TC24_ TC26 TC28 Truss Clip HHUS7 25110 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA21 B, THA21B-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mourn hangers available in widths ranging from 3• greater than 2-9/16", THAC422, THA426 THA422-2, THA428-2 Ills" to 6-1/8" and heights ranging from 4-TV to 15-3/4"_ 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7 12 THAI1.81122, THAI2 06122. THAl2.1122, THAI222, THA1322, THAI3522, THA1422 Adjustable Truss Hanger Sized for Waists Concealed flongeversion (HSURC, HSULC) available for all 118" and heights ranging from 5-318" to 28" 19 THAL422, THARA22 Skewed Truss Hanger double 2X and 4X models; only acute flange a concealed 17 HWPH series hangers Top flange hangers available in wdtfis ranging from 1-911T to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 6 HTU25, HTU28, HTU210, HTU26-2, HTU28-2, HTU210.2 Face -mount hangers 1/2" and heights ranging from 5.318" to 37' c 15 THJM2-4-SDS3, THJM2-5 .SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITSseries hangers Top flange hangers available in widths ranging from 1-9118" to 3- erg CD 16 TSR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.718" to 19-1/4"- Concealed flange 5/8" and heights ranging from 9-1/6' to 19' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all models having width equal to or 19 J0 series hangers Top flange hangers available in width of 1-9t16" and heights 16 VTCR Valley Truss Ckp greater than2.9/18" ranging from 5.318"to7.1J4" 10 HUCQI 81/9-SDS, HUMI 81/11 •SOS; H000210-2-80S, HUCQ210.3SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1 9116' and heights CD u M v SDS, HU00410-SDS, HUCQ412 SDS, HU005.25M-SDS, HUCQ5 25/11-SDS, HUCQ610- ranging from 9.8/16" fro 13-1/8" SDS, HUCQ812•SDSCZP rA 4 cu U r( N iy X ou ao L d1 E c a� o' er U fp ro y w S] U d Y � T C E lip O r_ - U O Simpson Strong -Tie 2020 FBC Approved Products Updated 1213Q2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213V2020 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3VA20 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all 88T approvals listed balvu,. CLICK HERE For drecl Inks toad SST approvals listed beksw, CLICK HER For direct Inks tovil SST approvals Nod belay, CLICK HERE. For died Inks to all SST approvals feted below, CLICK. HERE. For additional informadon regarding Flonda's Statewide Product Approval System and Mami-Dads Canty Notice of Acceptance INCA), et ire fM, ---------- % For additional information regarding Florida's Statewide Product Approval System and Mari -Dads County Notice of Acceptance tNOA). 1-ucK HERE, . For additional information regarding flanda's Statewide Product Approval System and Maml-Dade Canty Notice of Accaptance INOA), ;,j;%,au, For additional information regarding Flonda's 5tsterwide Product Approval System and Mani -gads Canty Notice of Acceptance INCA), yJ J .0 w a a r•, 21 LB sernl*hangers Top flange hangers available in width of 1.9116" and heights FL#11468-R5 18 S1LBV1,56, S1LBV1.51, S1LBY2.0e, WLBV2.37, SILSV2.56, S1LBV2.68, 5/LBV3.12, Top Flange Joist Hangers 5 SET -AP Adhesive Anchorlor oonorete ranging from 6-318" to 15-1/6' S4-BV3 58, SILBV3 62 S&BV4 06 S11_8V4 12, S/LBV4 28, SA_ BV4.75 SJLBVS 50 6 Strong -Soft 2 (STS2, STB24SS, ST92-699) Strong -Soft 2 Wedge Anchor fat concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights product Modal. Number or Name Product Designation 19 S/LT T20, S/DTT24 S/HTT14. HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3118" to 13-1/8" 1 HHUS210-3; HHUS210.4 Joist Hanger 20 S/MSreO, S/MS772 Straps 118 mil (10 go) 7 Titan HD (THD-H, THD-HMG, THD H4SS, THO-HBSS, THD-CS. THD-CSSS5) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LE37 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 713" and heights ranging from W to 33-1/2" 3 HUCQ210-2-SDS, HUCQ210.3-SDS, HUCQ310-SOS Joist Hanger 22 SSP, OSP, TSP Stud Plate Tice stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 aeries hangers Top flange hangars available in widths ranging from 5-1/4" to 6- 4 THGS2, THGB3, THGBH2, THGBH3. THGBH4 Joist Hanger 23 STC. DTC Truss Clip Type 318 stainless steel 718" and heights ranging from 9" to 32-1/7' 5 THG02-SDS3, THGQ3-SDS4 5, THGOH2SDS3, THOQH3-SD94 5, THGQH4-SDSS Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Then HD Rod Coupler (THD37634RC, TH050934RC) Titan HD Threaded Rod Coupler for conereta 25 MIT sans hangers Top flange hangers available in widths ranging from 1-9115" to 5- 6 THGW3.3, THGW34, I HGW4-3, THGW4A Joist Hanger 25 TJ037 T Puss Jack Connector 9 Then HD Threaded Rod Hangar (THDB25158RH, rHOB37158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114" to 24" TH050234RH, THD10212RH) 26 PF, PFB, PFDB, PFD5B ssrles hangers Top flange hangers available in width of I V16" and heights 10 Wedge- All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7 V8" FL.01473"R5 FM 3904-R5 27 RR Ridge rooter tDnnecengerstor 28 WP series Hangers Top flange hangers available In widths ranging from 1.9/18" to 7• 2" N P1gtlu_ot j�dal. NumbarorName Product Description sec # Product Modal. Number or Norma Product Dacctlotion FJ,ak16730-Re 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQ M 82-SDSHDG, CCQM4 82-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 F•GTR, FGTRHI_, FGTRHR Girder Retrofit Anchor CCTQM4.82SOSG CCTQM5.50-S090, CCCQM382 9DSG, CCCQM4.62-SDSG, &=I Product Modal. Number or Name Product Description 3 HIS, HISS,H18-2 H16-2S Hurricane Tie CCCQMG.50-SDSG 1 AT.XP AT-XPHgh-Strength Acrylic Adhesive for concrete ormasonry FL#10B80-R8 4 HFTAt2,HETA16,HFfA20,HFFA24 HETA40 Embedded Truss Anchor 2 ECCLQM3.62G•KT,ECCLQM4.82G•KT,ECCLQM5.50G•KT,ECCLLQMD302G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adheisivefor masonry 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD6.60G-KT, ECCLRQMD3.82G-KT, ECCLROMD4,820 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Jal♦+e Product Modal. Number or Norma Product Description 6 HGAMIU, HM9 Masonry retrofit connectors KT, ECCLRQMD5,50(3-KT 4 Strong -Bolt 2 (ST62) b"trgng•Boft 2 Wedge Anchor for masonry n, 1 ABA44 ABA44R. ABA46, ABA46R, ABASE, ABA66R Adjustable Post Base 7 HHF TA16. HHETA20, HHETA24, 1HE7A40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM`7.00, HQUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Tften 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46. ABU48R, ABU5.5. ABU54 ABU65, ABU66, ABUBBR, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tladown 4 LGUM28.2, LGUM26-3. LGUM264, LGUM28.2, LGUM28.3 LGUM20.4, LGUM210.2, Masonry Beam Hangers 6 T tan HD (THD-H4SS, THD-HOBS, THD-CSBSS) Titan HD Heavy -Duty ScrawAnchar for concrete available in 304 �W♦ W ASUSSR, ABU1010 ASUt010R, ASU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUI4210.4, LGUM48. LGUM48, LGUM410 or 316 stainless steelwith hex head, and 310 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ ABW7.7 Adjustable Post Base 10 META12, META16, META18, METAX META24 METAXIO Embedded Truss Anchor 5 MBHA3 In 25, MBHA3IV 1 25, MBHA3.56/7 25, MBHA3 5619 25, MBHA356111.2'.i. Masonry Top Flange Beam Hangers ceutttersunk head 4 AC4, AC4R, ACE4, ACO, AC8R, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.50111 88, MBHA3,5&14, MBHA3.58/18, MBHA3.58/18 MBHA5.6Cr7 25, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, B04R, BCB, BMR, BCB, BC52-2/4, BCS2-M Post Cap 12 MTSM1e, MTSM20, HTSM18, HTSM20 Twist Strap for Masonry MBHA5.6018 25, MBHA5 50/11 25, MBHA5 W- 11 88. MBHA5 50114, MBHA5 5W 8, 6 CB44, CB46, CB48, CB68, C088 Embedded Column Use MBHA5.50118 7 CBSQ44-SD52.. CBSQ46-SDS2, CBSD86-SDS2. CBSQ88•SDS2, CB5Q8&SDS2 Embedded Column Use 6 MBHU3,50.25, MBHU3.56M125, MBHU3.56111;88, MBHU3.58114, MBHU3.56/16, Masonry Beam Hangers FLXl6997-R3 8 CC, ECC, ECCU Series Bolted column caps A tin W1 ranging from 3.1/4"to 9-1r4"and FL#11496-R5 MBHU358/18, MSHU56019.25, MBHUS.50111 26, MBHU5.60/11.88 MBHU550/14, W2 ranging from 3-5/8" to 7-1/2" MBHU5 50/16, MBHU5.50118 g product Modal- Numberor Name Product Description Q 9 CCQ-SDS2.5; ECCQSDS2.5 Series Stewed column caps with WI ranging from 3.1 /4" to A-1/2" and &2a Product Model. Number or Name Product Description 1 X34B1018.5K, X1 S1018, X1810164K XQ1 SIOI O. XQ1 B1 O164K #10-16 Strong -Drive X Metal SO -Drilling, Tapping Scrawa with #3 L W2 ranging from 3.5/8" to 7-1/2" 1 OTT1 Z Dock Tension Tie Drill poll �'� 1 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-RO 2 XL0114T1224, XLQ114B1224.2K 412.24 Strong -Drive XL Large -Head Metal Seff-Drilling, Tapping � CL 11 EPB44A, CPB44, EPB46, EPB66 Embedded Post Use 3 H035, HD58, H076, H098 Bolted Holdowns Sonews with 05 Drill Point and Large Diameter Hex Washer Head 12 EPS47 Embedded Past Base 4 HTT4, HITS, H7T5-3/4 Tension Ties „Sea 0 Product Model. Numbaror Name Product Descdotlon 3 XMQ114S1224, XMQ11461224-2K #12-24 Strang -Drive XM Medium -Head Metal Self-Drilling, O 13 LCB44, LC866 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDV=300, SDW22338, SDW22438, SDW22458, SDW22500, SOW22000, SOW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #6 Drill Point and Medium Diameter Hex 14 L.PC48, LPCBZ Light Poet Cap SDVM834 4 XQ114$1224, XQ11481224-2.5K X114S7224, X0112S1224. X01 12BI 224-2K #12-24 Strong -Drive X Metal SO -Drilling, Tapping Screws with 06 15 MP6447, MP668Z, MPe88Z Moment Post Base 2 SDWC15450 SDWCISSOC Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, P1346, PSW, P968R Embedded Post Base FL#M2628-115 3 SDWH1930006, SDWH10400DB, SDWH196QODB, SDWH1980008, SDWHID1000DS Strong -Drive SDWH TIMBER -HEX Screw 5 XV3481016, XU34B1016.5K 010.16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBSM, PBS06 Embedded Post Base 4 SDWH274000. S11WH27800G, SDWH278000, SOWH271DDOG, SDWH2712DOG Strong -Drive SOWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBVB, PBV10 Round Post Base Product Midst, Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWa16400 Strong -Drive SDWS FRAMING Screw 19 PC44-18, PC46-16, PC48-18. PC84.16, PCB6-16. EPC44-15. EPC48.16, EPC48.16, Post Cap 1 S0518k24, SB7/8x24, SB1x30 SB Anchor Baits 6 SDWS79800, SDWS1971Z S13VKS22400,SDWS2290QSOWS22512, SDW822WO Etrong•Dnve SOWS TIMBER Screw(Intenor Grade) O EPC84-16, C-PCBB-18 2 SSTB16, SST820, SST624 SST828, SS7834, SST836. SSTB16L, SW820L, SSTB241., SSTB Anchor Bolts SDWS22800, SDWS22900, SDVYS221DDO, SDWS221100, SOWS221200, SDWS221SOO FL#35320-RO L� 20 PC4Z PC4RZ, PC8Z, PCBRZ, PC8Z, PC8RZ EPC4Z, EPC4RZ, EPCBZ, FPCBRZ. EPCBZ, Post Cap SSTB28L 7 SDVV52230OD0. SOWS2240009, SOWS'2250000, SDWS22a0OD8, SOW52280006, Strong -Drive SDWS TIMBER Screw (Exterior Grade) n EPG8RZ SDWS2210000B Seat Product Model. Nurn bur orNoting PmductDascniction •�a� 21 PPB44-4Z PP844.6Z Post Base 8 SDWS2231208B, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCt349.5 DSSCB48, DSSC848. IDSHS Bypass Framing DrrN Strut Connector A 1 22 RPBZ Retrofit Post Base FL*U72-R4 9 SDWS2730OSS, SDWS27400.SS, SOWS2750OSS, SDWS276DOSS, SDWS278OOSS. Strong -Drive SDWS TIMBER SS Screw 2 FCB43,5, FC645 5, FC947 5. FC8495. FCB411 5 Bypass Framing Fixed -Clip Connector SDWS27100DS9, SDVVS27120OW 3 FPHED34S1018, FPHSD3481018, FPHS034B1015-5K FPHS03451214, 410-111 and #12-14 Strong -Drive FPHSD Framingta-CPS Seff- v' sage lit Product Modal. Numberor Name Product Description 10 SDWV13400 Strong-DriveSDWV SOLE -TO -RIM Screw F-PHSD34B1214, FPHSD34B1214-51< Drilling, Tapping Screws � FL#10966-0 1 CMST12, CMST14. CMSTC16, CS14, CS18, CSIS. C820, C522 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25. LSFG4,2.5, LSFC6.25, SFC2.25, SFC4.25, SFC6 25 Steel Framing Connector M e a ■ 2 HRS6. HRS8, HRS12, FHA8, FHA9, FHAl2, FHA18. FHA24.. FHA30, MSTQO, MSTI38, St spa 97 mil (12 ga) 6 LSSC4,25, LSSC8.25. SSC2 25, SSC4.25, SSCe.25. MSSC2 25, MSSC4.25, MSSC6.25, Steel Stud Connectors INI 1 Product Model. Number or Name FJA, FSA Product DescrlMlon Foundation Anchor 3 MSTI48, MSTISQ. MST172, S/MST27. SIMST37, SIMST48 HTS16, HTS20, HTS24, HTW8 HTS30, HTS30C Heavy Twist Straps FL#I5363-R3 6 MSSC4.26KW, M6SC6 25KW RCKWS, RCK1M15.5, RCKW7.5, RCKW3S RCKW5.5S Rigid Knee Well Connector 2 FRFP Fiat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI40, I ST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB49 5, SCS45.5, SC847 5, SC849.5, SCB411.5, MSCB45.5, MSOB47.5 Bypass Framing Slide -Clip Connector 3 01-1404 GH46-8, 044". GH48.8, GH410-.6. GH410-5. GH66-61 01-166-8, GH68-8, GH88- Girder Hanger 5 LSTA9. LSTA12 LSTA16, LSTA18, 1_5TA21, LSTA24, ST292. ST2122, ST2116. ST2215 Straps 33 ml (20 go) §" Product Modal. Number or Name Product Dsscaptlon 8 SCS32-5197. SCS82-51971 SCS62-6/118. SCS82-61118 Bypass Framing Connector ■ S. OH610.6, GH81D-8 6 LSUSH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18. AS 1885, AS 18S6 18 ga TrussPlates 9 SCW3 25, SCW5.5 Head -of -Wall Slide -Clip Connector r 4 GLB6A, GLB50, GLB5C, GL85D, GLB7& GL87B, GLBTC, GLB70 Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8,25, MSJC10.25 Steel Joist Connectors L 5 GLBT512, GBLT812, GLPT518, G131-T816, GLST520, GSLTS20 Glulam Bearing Plate 8 LTS12, LTS18, LTSiB, LTS20 Light Twet Straps 3 AS-20 20 go Truss Plate 11 111683 51a Bypass Framing Siide-Clip Strut Connector 0 6 HGLBA, HOLBB, HGLBC', HGLBO Heavy Glulam Bearing Plate 9 MSTAW, MSTA30, ST0215, ST6224, 5T9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plats Connector 12 XLSH3481414, YLSH78B1414 #14-14 Strong•Onve, XLSH Shouldered Self -Drilling, Tapping CC 7 HGT.2, HGT.3, HGT-4 Heavy GirderTiedawn 10 MSTC88, MSTC78, STS236 Straps 68 mil (14 go) Screws u J 8 UFP10-SDS3 Universa I Foundation Plate 11 MTS12, MTS16, MTS18, MTSM MTS30, MTS24C, MTS30C Medium TwistStmps 13 XQ1S1p18, X01 B1016-4K. X0181214. XQIB1214-3 5K, XQ78S1224, XQ7891224-31(, 910-18 1/12-14 and *12.24 Strong -Drive X Metal Self•Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S81.5e, SB1 81, S1822.0e, S182.37, SB2.58, S82.08, S/B312, &W.56, SM.62, S/54.06, Top Flange Joist Hangers rudA73O-R4 X0114S1224, XQ114B1224-2 5K, XQ112S1224, XQ11281224-2K, X34B1018-5K. Tapping Screws Q SB4.12, S154.28, SIB4.75, SB5, 60 X1 S1 D16, X1 B1 of e-4K, X1 S1214, X1B1214-3 5 K 13 SBA2.12J8, S/BA2.12J10. S/BA2,12112, SIBA2,12114, S/8ACIM, S/BA4.18/10, Top Flange Joist Hangers Product Modal. Number or Name Product Designation Z J SIBA4,18/12, S1BA4,18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-60, GDP1i GDPM-100, GDPS, GW-50, GW-75, OW-100, GTH Ges-actuated fasteners and assemblies 15 S/HD8S, SMD80, S/HD10S "010B, S/HD15S, S/HO15B Holdowns 3 POPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fasteners threaded studs, and assemblies a 16 5/HDL14, SJHDU6, SMDU9, 8/HDU11 Holdowns PDPAWL MG, PSVL3, PSVL3 K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 -d 17 S/JCT,S/HJCT Joist Hangers. 4 SET•3G Adhesive Anchor for concrete a - SHEET NO. May 27 2022 PA 1.2 l�1�1M1' busa�a n,�nr cr�trrr� $'GT ZarZi$nsiries. Inc,. PGT.Ltds<srries, Inc. � PR(aDL'CT Ct]aPI'QOL SEtlit71lP PGI' Iudas#rics. Lee, 11`C{!3'5W _°d 5rieel, Room 2�b8 i�T(�TjCE �F r'�CC'EPT �11T��E: ES�E�11C'E S��TTE�: NOTICE flF ACCEPT:L�iC�E: Eti�IDE.VCE SLB1Ia�'IED �PAIt'ri61:Nr02' �YGVL�TOAYAI�9EC0'iCt�IG'�DX7SGES�Ri Mom. F1� 33175 _�T+t Ht]ARIIAlrn CODE AD�STS�TItH4 DIPLSSIlq g psi 3Z4-2540 F (l �tfj a15-� ;.iT�TiCE �F :t►C C'Ep'1'A,?:Tft: E: E'��DE.�TCE S��I�D D. +QIL•ALTII ASa`ITRA'YCE NOTICE OF ACCEPTANCE (NOA) awa�sos>oda/t.tes;ecoa.uv 1, Ecidearre submitted corder preti-Ians ���.Lal A. DR�.•1Pti'L'gGS B. TESTS (coaatfnned) 1_ Miami DadeDeparttanaatofRegulatcary and EconamicR� (R.ER')_ PG7'Iitt�trks,Iac. 107Q Tssaunla� Dsivc, i_ 2�cturefs die drawings and sectiiorss. �. T+tsi telaost on 1) �.ar Iiafrllydriwi Test„ per FBC. TAS st}2-9� '_�'ardti'eAict±, Fa.3a42'�_• (.Srl�Rtialrt�rl N�det ?I� C),�! ��'o�..I1-OId' �} 2) i,J'diform'StatK Air Pressure Test. per FBC. TAS ?+0?-9� E. M�ITERIr�L CEitIIFICAITOrNS Scow;: ?_ Drawing No. �-5:�7t1.a, tided '`'it"si>�l Slidsmg Glass Doan; N0 4 {I-I'ei)c. sheets 1 3) Water Resistance Test, per FBC. TAS 2i?2-44_ 1 _ Ngttce of Acceptancehio. i5-0�►?8.i-imwd ! to Vrs�an Exian Lsmitec3 far then ThisNOAist►eiagissvedtsadeatl4eapp�,crlilerules.onitre�l�tia�goveoni�theuseafcopstr�aautataiaLs.lbe tbtrnsghs'.1 �af'?1. p�patrod bY�mufactu�rs, dated IQ�I?5�15, witkrerisit�st A dated �jLa�e Missile Impact T'tst ppeerrFBC, TAS 201-Q4 '�'Vh#e Ri�tl PVC Fsteriar Extrusions, #rn•Nindmas and Doors-- dated 08,^13.�15_ docucaa;estatiou guutxaitred � bees re�-seawed and accepted by 113iasali'I�s3e Coattay R>✓R-Frodtr r Goatrol Section fb Q4,•05/17_ signed and sealed by A. Lynn Miner_ P.E. 5} Cyclic Wind ptr�slare Loading per FBC, TAS ?�3-94 � as Ci9�3[! �'i9. be used iuu:IDa�dtr Cvautjr a� atheraneas�heze sllvusFedbg the Aixttsarity IlavitsgJxtnisthrhan {AHJ?. �} Ft7lced Et,tty Test, per FBC- TAS '2Q?-9�1 y- Nattt7e of Acceptance No. Id-0920,0$ issued to Viswn E�ttm� Lmtited far tL�tu "�� -IhbAtQA6'hallavtbezal�l ai�•the ex�Sioadatesbntedbelvw.The M�smi-Dade C,otpotyPtroduct C.o�ee� Sectic� B, TESTS along GchCtiimas3ard-•�tg dr2►WiugS and tt�talla►ti�t diagram o#'vinyl sliding g1355 door, prepared Its ?an i02 And l�;bt�er` SlrSrdeS jVog-1r'4it�� Ri�fd PVC E�ter�ur E�r#rusit;ns for �r�ian�uDade Ca+ar�*� a�dr'or�ae AHi (m a�sottrrstha�uhtiantxDsde;Coaatyj ceservr the s�gtat to have thss 1_ Test r+ep�t ou 1}Unifiotm'Sttatic Air P Test, peiFSC: TAS ?4?-99 byFet�stratian Tcstit� Lab, Inc- Test R;epvls No- FTL Sf+d9, dates ll�idr'1S. Signed and Si'md�m�vs and Doors"'r dated 12+'0$+YS. expiring on 12l?9i21_ product orate testedfa q�hti' a�vraarepusposee_ If this prodaet ossnaterud faii� to perform � the 11 rge iepw CU CA M O }. -a > L U O O>` � d O O C M "O t2 .� U (D O ct3 ca O .O c �- C O l,L C6 > O > Q C 4 Q. r)i n Q y o ?' W f - o o C� ci a n ccz, 'Q 6a TC N C n p lV N X a E a, r_ 39 .° � Ci q7 N C n � O r N 1Z X3 C O O V C L� N C� O s` Q. O Q L� _t__. 0 O L V m �— O L w� !� N z J z a J a SHEET NO. PA 1.3 -accepted Cn (D g installation screw R'ithllat. head- 1. Test reports on-1) Air Infstttation Test, pcF FBC. 1' 1 1 1 1 1 1 11 v 1 L I!II I CD Co (D U � � MIAMI•QIADE MiAMI-DARE COUNTY a ®PRODUCT O Q, C O O CT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC O Q- "' CLS '10 CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stmet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (796) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (3) � U - Fn NOTICE OF ACCEPTANCE (NOA) www.miamidade.>tov/ecoaomv I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 L_ '"3 CD Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. llRAWING5 A. DRAWINGS C U- O Sefiner, Florida 33584 1. DrawingNo. FD4612, titled "Precast and Prestressed Lintel Details", sheet I o 1, f �� �� 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details", sheet I of �� �� 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details", sheet 1 of � O LL CD 76 prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled ", "Lintel 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. „ 1, dated 03124103 and Drawing No. LT4612, titled Cast -Crete 4 , 6 & 12' O `4- N O > SCOPE: "Cast -Crete 4 6" & I2 Safe Load Tables'; sheets 1 through 3 of 3, prepared by „. LT4612. titled Cast -Crete 4 , 6 & 12" Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables , sheets 1 through 3 of3 last revision dated 06112114, all -� O � O " This NOA is beingissued under the applicable rules and regulations governingthe use of construction materials. Craig Parrino, P E., dated March 24, 2003, last revision #1 dated April 2003 bothO P.E. through 3 of 3. prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. on 08/19/14. . _. O M Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawin s si ned and sealed b Crai Parrino, g g y g revision dated March 11, 2008, all signed andsealed by Craig Parrino, P.E., onSection ,o U) Q to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS '— rix (AHJ). 1. Test report on flexural 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 Models, total of (13) concrete lintel specimens, per ASTMS-529-94, 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 J. None. 1. Calculations for Cast -Crete Lintels, dated 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. Ramon, P. E. C. CALCULATIONS b prepared by Craig Parrino, P.E., signed and sealed by Craig{ Parrino, P.E. d sealed accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke p p JD. C. CALCULATIONS QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated OS/29/03, 207 pages, prepared by Craig D. QUALITY ASSURANCE I. 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 or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f P g P P Y g 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. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" high Strength Precast and. Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03. 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1None . . B. TESTS County logo. "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables" , sheets 1 through 3 of 3, prepared by 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision datedMar•ch 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None- 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 product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER . mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. B Miami -Dade County Department o Regulatory and Economic Resources (RER y �' P f � �' )' 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. B,v Miami -Dade County Building Code Compliance OfjSce. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS L None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 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 s , I l !i 1 �I' I � - E-5 as well as approval document mentioned above. elmy A. Makar, P.E., M.S. '.^ elmy A. Makar, P.E., M.S. C^ elmy A. Makar, P.E. M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor P NOA No. 20-0630.15 Pro Control Section Supervisor Product Control Section Supervisor cc '_ w No. 20-0630,15 I AllExpiration Date: 09/11/2023 Expiration � Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 NOA No. 20-0630.15 Expiration Date: 09/11/2023 F--' w _ �, , G ) Approval Date: 08/20/2020 o� 12m/ i�e+ZB Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 * —, � c ` in M Pa t; e1 E-1 E-2 E-3 Nb Q N � d co y E G rz N � A N O O- U CJ 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. L 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. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - z 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 0 A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. CU 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of Q I, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 o through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last L revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on U January 22, 1019. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE U m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O M w C= CAleliny A. Makar, P.E., M.S. —Cl Helmy A. Makar, P.E., M.S. Q Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 0&20/2020 —J E-4 E-5 CL SHEET NO. May 27, 2022 PA 1.4 E I— fill III 11 1L 1. I 11 I'I.I I'll 11 I -tiP+( 1 I I" I I I I I ' I.I 11 -- _II I I 1 IL 1 1 L1 ECO ING_ TILLIT TESTING A ENGINEERING COMPANY _____ WAT TRR A. T 1,11T, At, P.E. ti1tTpC4O@AO1.CDm ML RI LRMw N. M 147 PCC ALi­ N„MHM, 19 PRODUCT EVALUATION REPORT REPORT Ill 20-0720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED 6TEEL STORM PANEL MANUFACTURER: Global Protection ProduasLLC_ 4800 S.W. 51 Street Davie, Fladda33314 1. PURPOSE OF EV LWION; This is a Product Evaluation Report Issued by Waller A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 10 of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2,.1ti12Ro000T EVALUATION DOCUMEN7-(P.L0.1. Drawing No. 20-176, tilled M20 GAGE GALVANIZED STEEL STORM PANEL", shoats 1 thru 26 of 26 prepared by' ifteco, Inc.; signed and sealed by Walter A. Tillit, Jr_, P.E.; dated 07128/2020. This drawing Is an integral part 4Y'1;I�hls Evaluation Report, .IA�IIL��� A, r/t�� y r * -."ICENIp'' r-- }� }�1`J� No. 44167 S L_ _ . I a $, ., OPIDP.•�FYIIL� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 fy64s/��I I `/ ' n I �tT11 ll!L Ws- j1 , - ,I -I is it I ritilitillit, 22,_1EST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/09/1996, #98-570 dated 0911811996. #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 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, RE. and Henry Hattem, P.E. Tensile test reportNo. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEERING CA COLA ON0 On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Caloulatlons prepared by Tllteco, Inc,, dated 11103/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE' 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15. 16.19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawling No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15, 17. 16, 19, 20 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20.176. 1 INSTALLATION; Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8. 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. "I rak 714 "S Sy�...</T1. A�•✓V jT3�%CEF9 - — ,-44167 1 7�, " * ;* STATE OF "I DcF . F(OR10p •�\fir -"I" SSI -i;1 AaI h``IIFNQNAki lt,".- fRiOiD�A-E [IATrow stu=r NO- 204i7L.ol 3 S.MATERIAL CHARACTERiSTIC.S AND VECIFICABONS: Shall be strictly In accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, or Product Evaluation Document (P.E,D.). drawing No. 20.176. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in Compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-1 TO prepared by Tllteco, Inc. and signed and sealed by Walter A. Tiltt, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr.' P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719), Illglnnl #1111I� `sL tii?, At. TQ/TA''/. ��P•' �CENSF' : z __ — . G� r _ 9^ __ i ttlo. 44167 * �* _!�.,., �.:y. -_� % STATE OF -I s 9=— ei -' �' I gy,lJr IORITD,. WAI D'A TILTECO ADMON RECORDS L P. E. REPORT -26I GLOBAL PROTECTION PRODUCTS, LLC I PO RAGE GALVANIZED STEEL STORM PANEL) DRWO W MI?Bl REPORT 620-07Ra.01 1 L I EGO INc. TILLiT TESTING & ENGINEERING COMPANY WALTERA. nL S P.E. tit LI , JR, L e ic-N 44i47 PRODUCT EVALUATION REPORT Coun FILL Pr 1.MPP.1)NP 06119 tL4.A. LIA.w Ob. sTOM719 REPORT NO-: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: efoba pnmm tlon prlducu"L C 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Ttllit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulatlon. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: tZ,1. PRODUCT EVALUATION-00C MEAT —&D.): Drawing No. 20.175, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127/2020. This drawing is an inteQ(�dlp�t1+Q!§rj(71s Evaluation Report. $, ,1 (k � : T!4O,, . -,IENS ..,.•�' , - a'�d-1167 s �'eO STATE OF :fin ,1q'-. O� , •F(ORtoe.G�•A,' z 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-15�?AEK�p(30?'V-1531 PRODUCT CVAI.I:AT QN R__ )ELT NO. 20-472792 2 2.2. TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-DO standard as r section per 1609 1.2 of the Florida Building Code. Uniform static loads as per Section 1709.6.3 r ASTM STM E-330, Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner. P.E., Boriz Moroz, P,E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2001), signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1009.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Juno E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKIINi-1318, dated December 1, 2010 signed and sealed by Jerry Jaclofeno, P.E, as per ASTM E-8. rZni.$TRUCTURAL EN�NEENNG CALr,ULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tlltsoo, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Waiter A TIIIIt, Jr., P.E. 3. MISSILE IMPACT MP CT RE I T $_ S CE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4, WIND LOADS RESISTANCE: 24Ga aGalvanized g Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on streets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. �E�IA�tru�,�\ -_ ;'� �_/-- ��OENSF `;-�.0 4*i67 / s TAT OF i O'1,.'.At0Rl& :�'�"�y/ %"�F0 ORAL I iG,1s1_ 'EN/g11NI IIII0100 PROOLtCT SVALLAT(r6N a]'XORT KO 20-0 T.- IM 3 5.INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawling No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 15 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20.178. 6, MATERIAL CHARALCTERISTIGS_ Ni-SMIEIi; "DNS: Shall be strictly In accordance with General Notes Blind Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. ZJ MLTAIIQN,S-AN=NDITIONs OF LI,lE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tdfteco, Inc. and signed and sealed by Walter A. 111111, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 16202 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TAllt, Jr., P.E. (Florida License No. 44167), President of Tlneco, Inc. (Florida CA-0006719). , 3► .'j�CENL4 . �T/ -; 7 --- WATILL '. -i SSTT��TTpp ��pp • Ott I IL TECO ADMON RECOR De 1 P, E. REPORT.2p 10LvbAL PA01 N PjA60UCLS, LLOI GALVANIZED STEEL STORM PANEL I DRWGN204761 REPORTN20-0727.�,P ., QRi0 l� "abS/ONALTc .', � _+­0 W r t� _ C0 N U N Q 0 O C .& CT3 U -10 (1)t� e +� = a) = -p U cu -0 U) -0 c C O 0_Q CU Q � LL Q > .cn cn W a)Q i -0 .= co - Q COMPONE[dTS FOR REGULAR dE 1,IFE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4, s/s, 7/5' NOTES:GENERAL 03) IN CASE TWJ PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR ill" BOARDS BE ROUND ON THE (SCALE 1/7F)-) 1W 10, 2W 10, 3W 10, 4W 10, EXISTING WAL, ANCHORS SALL BE LONG ENOUGH TO PL 17M MWN STRUCTURE BEHIND SUCH PANELS. / / / / s/S I STORM PANEL SHOWN ON THIS PRODUCT EWLUATON DOCUMENT (Fil HAS bUN VISITED FOR COMPLIANCE IN ANCHORAGE SHILL BE AS MENTIONED IN 91) AND M 6.2). - .___ __ - . ... _.. _.- _. 15.196- (TOTAL WON) -... - ... - . _ .... . is Ills- (ToTAI WIDTH)- - SW/1D, aW/11 7W/11 C14 ACCORDANCE WFTH THE 2020 (11n EDITION) OF ME FLORIDA WKDWG CODE (C) TO EDIS M RV'DD LWLlW-'U]L.iM;Mr_.`.- 4ffiJIrL.I - 17.5U0- (O I ECIN£ *MR) .._. W 91.111 , INC I _... _. _ _6 1/A' ___- - --._ .- _..____ _._ _ 61w, --__ . - _ ' YIN - -- - - FOR W000 SEE SELTOM ON ]HEFR t0 a ,1 - - AGM.- J OES,GN IMNO LOADS SHALL BE �TCNWNEU AS PER SECTION 16100E OI ABIM MENTIONED ^DOE. ,/a'• TApCON AHIC11CNtS. AS MAMNFK'PURCO M I, - _ _._- - ___ .. _ - - 3' MN( ANCHORS. FOR CONCRETE SEE SCHEDULE ON 71HG15 B ! 6 y-J' MAX •• - 114-10 PANEUMATE FEMALE D AND PAIRM"IT PLUS ANCHORS. AS M.WURACTURED BY ELCO .ONSTRUCTION PRIPt1C1T �AH1 r�l • WR.p SPEED AS RD,hARCO 0r TNL JURITOCTION tnHE7(E THESE 9AwTt£R$ WM.1 ![ INSTALL AND 1 1'f IJ14 SCR['WS PER NOS. -- 1 T- +- ..--t.;90' -� 3�0 F _ FOR A DM[LTIOHAI.Jry FACTOR Kd.0.65. USING Asa 7-is AND Still NOT E%CZEO Del MAItAOM71SD.) / - 1- - `.1m. - DESIGN PRESSURE RATMCS INDICATED ON SHIFTS 7 THRU 12. 14. 15, 16. 19 A 20 - 7/1ra . 5/6' WOOD BUSHING. AS LSTRIBUTED BY ALL PONT, SCREW, BOLT A SKCWTY CO I <'' • �I A - 1. - O.OJe' MIN. 11R01H (-I.SSO•.- „'A O ___ _ O --,_. _ ;lF T / P f- 1. � _ , .� .: rr---- , -- aALvwR2Ea6 I 1f D.M..O.O.®i©--r-�-- -r-F--�----,-r -- t -- - ^-T•--1----------- ---T---T--,-•-_..._._ _ ETC/ .11 M OR17ER 10 AEfi1T THE ABOVE CONDTION, ULTMAT 0[9WH WIND ,OARS DETERMINED PER AS(I 7-18 C'i wAuuM 1w1EAOW PENI:IRA1HOh INTO AIX.O (A IMCON ANCHORS SINALl [aE T I YANG J' FOR ELCo PANELANrE Wl IH-�AWW I ...i 11 2.657'FI ® .. 94ALL BE FIRST REDUCED O A.S.O. MMCN WIND LOADS BY YULr1P1 HNT' THEM BY 06 IN ORDER TO ]0 t * (_ - .. -' /`' _ _ _ - -]' � AND PANElYAIE FEMAl[ O /, 1 "LVA VN AIM RELAYED; I / ! HEDGED - O�' 'O.r- COYPARf nE.Sf N/ MAX (ATD) OELT•H PRESSURE M1Mf.5 MDIR/,TCC ON SHEETS 7 TRU I7, 14, 15, Is. 19 A J0. / '"� 2.W7' NIKNAN{2m S1QL EDGE / 1 '. � � G-60 GALV EDGE � 4 3 4 6 I I717' 1-t?---- � T-Jj + y'I�-III- ' I I r? y„(IN ORDER TO YER9Y TINT AN(:/K1R• ON T6s P,E b. AS RSRG WERE kOT UyEA STgE$SED. A J3W MCRGITE W KEOR'AER[ C.2) MM6NY iNRENXD PCJICTAAiION OF V1L $GREW. IN10 1NE W000 FRAGE WP SFAI.I Yl 1 1/7' NO nMEADEU 2000' 2�0' __ I jYp \ ASTM A-661 2.tK10 2'/ TTP. j , I I Ii W BDi USED W MtR AkN.V55 FASICNENS 9PACMG /0 W0D0 HAS 6EEN OE ERMINF6 W PDITRAIHM INi0 STU(CO SHN . 6[ LONMDEREO AS PART OF tH( RfOUPQD MRCADED P[NETMTON EDGE INDC SD IwH►Rw 06TAll DErAI A A.STRM FOR "NO LOADS WA5 I I �c-b CAIV -L EDCC V I i ( = I- LE.a`IKCDIOANCEWItN hD.i TOTS. C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO 'WOOD SHAl BE AS INDICATED IN THIS ORANING t-j_WATL • Ie2F L _ LOLTALL A 16.6' I i I I 11STORM PAIL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HIS BLIT/ VCRIIEC IN ACCORDANCE WON SECTION 1626 O - - - I I II I { to 6"iA(Ca __.___-.________ I -_-..___-. "W. -� 'I ! I L_1-_i. 1 i �I ! I I--�'--_ ', -.� _-.-_._... EO O •'17 �", :+Hf THE A80YL YENIONED COOS AS PER HWPoFNIC ENGINEERING k TESTING INC. REPORTS 96-]69. 96-57o t all-T]D AND ) MRWM14 P0E7MTDN (X WOOD BUSHING SHALL BE s/e' I/•' I-20 SCREWS USED 9,ALI. O 1 I/2' LONG MINIMUM -t.]!0- 1,]�0' L . .... ! a. l FENESTRATION TEWM LAB INC. REPORTS 12032 3 /2126 . AS PROTOCOLS TAS-201. INS 202 AND TAT-M). SHE II.n STUCCO EXIST AND I• M"UW FOR WALLS WITH NO STUCCO - --..6.250' - i.-�� .-_t.._ � - , , T. . it { T � I ., �T I I 1 T 1 I C W_ ,;I AS *FU AS AMERICAN TEST ;All Or SOUTH FLORIDA RVW I0719.07 -00, AS PER HAS 201, TAS 202 AND Q1 STORM PANEL I� END STORM PANEL 1 T . ° I I ? T (O =) IrIiij n„ TAS 703 STANDARDS. CS) M CASE TNl PREfiL41 STOW. OR PHErJLSI fANCRFTE PIWa$. STUCCO OR W000 BOARDS 0C ifKINO lRl INC FAr51MC. I I I WALL ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUCTURE BEHIND SUCH PANELS 2.167' _- .�- - 2 ALL ALUMINUM EXTRUSIONS 10 BE 6%3-T6 ALLOY AND TEMPER. (WREST OMERWISL NOTED) SEE SHrr 2 ANCHORAGE SHALL BE AS MEW*NM IN C 1), C.2) 6 C A) / 2p- I - I -. rr ' -1 _ 1 - } I 1 I i I 7141 I - " V 3 ALL AUABNM SHEET METAL USED AT CLOSURC' SHALL HAVE 3105-1414 ALLOY, ;f -�� t.250, ._.--.-- ---. _ 2167' 1 I , (0) Alic"M SNIL. BE INSTALLED roL1DWRN ALL OF THE WCOVWNDAi,OW, ANO SPECGICTONS OF THE ANCHOR'S MANUFACTURER I 1 I� ' a • ALL STEEL SWEET t1C7N PANELS SHALT ,UK STR(ICTURAL OINAUIY STEEL ASTM R-8.93 GRAD 50 MINIMUM. O-M PANELS 1110 IN /• I I 'Do. N a 1Z5, -, .7b0' �- 1/4•f-20, ,/4Y-20, .125' I ! !. ) I MMM I p _ _ ._ _ _ ! •¢ 6) ,,)SD• t I fOl1C0 PANELS W/ 1/Ie-20, 1' '�'„ OA.vNN2ED STEEL LY510NAnoN W 6 PANES MAY ALSO M INSTALLED HORIMMALLr FOLLOWING INSTALLATION UITNLS SHOWN ON SECTOR 3 THROUGH 10 (SHEETS 4 •IL611m E77GF /- 1 - .100' 1 I,1 ' 36. SERIES ID4 SEM UNWLTED PAN41 S , ! Is /n. se,5 I. (AFl[a ROLLED). w R n FF7 _ Ss s(LIO RA4'ltn 53. STD-',.JSa'. I I J'1 S•s. M.5. LiOLT w/ 7/B' . J/s2' r' i.'-. , FIROUGN 6) EXCFPT THA1 HEADERS 0W® SHALL NOT BE USED t 1 Will ^' R-0,0.1R . L JIM ( { ANGLE • TO NIOIi B 1 (SEE SECTORS AS 1 I I 1WFIGNViS 0 EA. OVERLAP CP ,_ 3 ALL SCREWS TO BC SAML[SS STEEL N)4 OR 316 N9 SLRIS OR FgRRovON NTF3i15TAM Cd119 CARBON 51E3D. AS PER 9 IT LULL BE THE RESPONSIBIl11Y O' TNl CONTRACTOR TO Vf1M TNC SrAMDNESs DI THE STPUCTINIE vAEN[ vNrIUR IS ro BE +C:`r .1.X 'l Jt I LI'02/Y O.C. 12 t/7' O.t 1 APPLIGBLE) I I i I (SEE SECTORS AS APPLICABLE) r-3 SE IOp,e WI SO M»N YII.O STRENGTH AND M Mr 1EN571t STRENGTH a SHALL COMPLY W/ FLORIDA SUADINO CODE ATTACHED TO INSURE PQ0FEP ANCHOk is THIS SHUTTER SHALL ONLY R ATTACHED TO COktaEIE. BLOCK OR WOOD FRAM[ ,4'' - 30.a0- -1 ip3• - - I ! 1 + I y {! 3.373' 2.000' s00' �- ' ' - .500 1. 1 .i I i.. _ � ! i N �_ ;L- -!- - L 1. d i. .L.I Eo ? �++SftTLON N1TJ.Say,,,,D,pI.S 25• .eJ9- .939- SH - !.e BREN FO M ASHY A-]07 ULVANIIED SCE1. OR AT.I qa SFJtES SIAPHESS TreEL MOH )B W MaN1Y,AI '•fEID ,0. E/{H REGULAR STORY PANEL „M LENGTHS OVFA e'-B 1MaolAP1 17'-a . AT PC9 SCCI,ONS 6, e. 9 6 10 ANO KTCREAIMS eW.-0.230• 1- 2125• .OIJ' I "175•{ l.11+Si.. �� I I I • -rr r .I / _ STRENGTH / L- .f J - ' j I - .� T ANCIII to WALL SHALL M AS FOLLOWS 9W 6 OM ON SKE73 5 6 B 12 RESPECTIVELY. SWILL HAVE A _EGWE AND READILY VISIBLE MARRING INSTRUCTING OWNER OR � � MJ �3 ,6Mp H � _- ) - -�... i I I i ; I I f I � I i .. � I I � � � W Y 21 jj�Ipi lip A J73 J TFNAW TO SECURE PANELS WITH *"K:A&I REINFORCEMENT DUIM4 P1710D5 OF HIUIIMCANF WARNING / �!C- J7S I _ /75' I , i I I I 1 ' ) 1 V •' � (A) L9_JAS1MS=`P?WM -C_t3WJICTE It THE INSTALLArON CONTRACTOR IS To ISOMETRIC VIEW DETAIL A -- N 1--2.aoO• _ -. S Ga.. -- - ..I.SOO• L I-5pa 111 1 I I I I jI /o SEA,/CWLN ALL. SHUTTER CtIMtONEHf EDGCS wHIGH HEWN W CONTINUOUS (;ONIACI GIH I 1 IAA IAIaL a -. 70'' I I i I I I I 1 I I � 1/A•. UPCON ANCHORS RS MAMKTURED Or V.TIS BIALDEX, INC (Ym Fc. 3192 "� ) THE BUILDING to PREVENT WIND/RAM INTRJSON, 30• - - - -_ 1/4• f . 7/B' CAIA N ANCHORS, AS MANI7FACTURE, BF DEWw.T INC. (GM. I'c-Jo00 p-,) (� 2000 --- n r I--!__y N I /4'. N 3/4' SCALC'SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. rOLT W SPECIALTY CO 12 STORM PANES INSIALATI)N SHALL COMPLY Wil SPECS INDICATED IN THIS DRAVII(: PLUS ANY WILDING AD 20NWC REGULATIONS ROLMOED CORNER 0 ENDS OF PANEL'S I1Il R D.M_&@-(�)- ._I. __! _ _ __I, .N_o,___,. _.___+ 01 - }O 0 O ( 1 >�• W ANGLE WITH Own. PANED P...:) 13 (a) 1w3 PRODUCT EVALUATION DOCUMENT (P F D. PREPARED BY THIS ENGINEER IS GENII AND (Off NOT PROVIDE. IWOM"I*N _... h HEADER 0 Uw HEADER 4O �±IF ® ANGLE WITH STUD ® REVERS STUD O O.O @' t . i; AfiN 1 W 10, 2W 10, 3W 10./4W 10, . J- PRONOEU BY THE JUMKOICTION WHERE PERT IS APPLIED TO END UP W/ HEMMED EDGE. • r w - P1/-IO PANEtW1E IEMAAf O # PAkE1.MA1E Pt113 ANCHORS, AS YMIWACTIIRCD BY ELCO E,ONSIWUCTION VK'00lICIS _ (N.}-S) r 4 + 6 4 + (AM Fc-33M p...I ) top A SOE SPFCPIC PRONCT, , • WHERE THE SITE CONDITIONS DhNTE FROM THE P.111 ~ 1/4, 2/4. 3 4, 4 4. 5 S. 7/5. - Z Met I14-f CF TM -GRIP ANCHORS, AS 1MNUFKTIAdD Br TW-FAST CURPCRATION (C -3600 PI1) I -----I WAO / / / / 10 CONTRACIOP TO BE RLSPOWBLE FOR THE SELECTION, PURCHASE AND INSTALIATVON INCLUDING LIFE SALT' OF THIS PRODUCT 4i.s/5 A.1) M1NWY EMGUMEN, OE TA4CpI AkCHON1 INTO POURED CONCRETE SHwI R I 3/� 7' HOR PAHEI.MATE HEYAf BASED ON TAGS P.E 0. PROVIDED HE/SHE DOES Nor DEVIATE rROY THE CONDITIONS DETAKto ON O,4 DOL•ULINT F._ 1 I/14 a 2/,4 f�, nv TO' � '374ow 374• 066• _, 75W - SW/10, 6W/11 a 7W/11 O AHD PANISAl PWS AND I 1/4- FOR CF TAP -GRIP COAST RUCTION SAFEST AT SITE IS THE CONTRACTOR'S RE-PONSIGRY I - 1,390' T)F PANEL .ITN= tY � . ]IO- ' 1 � �� SEE SCHEDULE ON LHEEM 6 A IS / I _ - - _._..1 - . ' (' I --I � S 44 sIW RN[T[0 h _ _ _ . ANCIgR9'. FOR CONCRETE ......- A7) CALK -IN a SOUID-SET ANCHORS SHM1 OF EMBEDDED 7/B' INTO THE POURED CONCRETE NO CMBEOMENI Ik10 • 1 r 1 1 +_ f 1 FOR WOOD 5[E 9ECTONS ON SIICIS 10 B 11 (<) TAGS PRODUCT NAUATON DOCUMENT WILL IlE CONSIOEAEp INVN.ID ♦< YOOIFI® _ JM f IffL STUCCO SHALL W PERMITTED I/.' .-20 9CNEwS USED SHAL K 1 1 7• LDHG MINIMUM SHOULD STUCCO ERRS. I I 5/ 1.407•I TD.-D.-'.1, 6J- ,625' _J75' r" _-��6'.6019' 6K1' ' ANGLE tp , 2' 6O. SCHXWS d1 A. rNRFADED SCRIMS W/0 I<FAU. Id) STM MR Or PROJECT( OR) OF THE BY A F WHO ILL BE RED ENGINE" OR ARGHDECT WHPCTI W,LL BECOME /H4 STUD LOGIION A 1_. _ • ... 390' r � 0163' I B71.1i .003' .. ) TT• \ } 1 1-00- ,R1 ,• MINIMUM FOR WALLS PATH AP7 STUCCO AND MAY �' HCAD(D -.MT' 8�I (....L.. - _ oeo ,.6, .1% D 5• REGULAR STORM PANELS dE ELEVATION BUT Wall IMUM NUTS ENONEEE Or RECORD S Sil ) FOR TNF GNED BY AND WIID WILL ST RESPONSIBLE FOR THIE 1. ti E USE ER THE I.E L E To T S RECORD. ACTING AS A l; DRAS7Eo C FOR RE E t1I 16•A ,.GTE FTA I 063- 750' 031 M CASE TIN: PKEGA91 STONE. PRECAST CONCOW71 PANELS PAVERS, STLKCO OR WOOD BOARDS BE FOUND ON TMI PrO CNGML£P, LMU. SlAiR1 TO THIS UTFR THE STIC SP[CIt1C ONWWCS FOR RFVIEM. - n SnNC WALL OR FLOOR. ANCHORS SHaL OC LONG EHNHIGI TO REACH THE MAIN STRUCTURE BF.PINU SUCH fV41N PANEL CVE111AFI Y ! _._ -_.__ 1 1 1 N T.S. PANELS ANCHORAGE SIM, HR AS MEIVIONFD IN A I AND RH A2), (0) THIS P.ED. SHIAI PEAR THE DAIS Al (MNOMAL \SAL AND SIGNATURE OF ME R•1NNTSSIOkK t m- o", J -- 2�' 06P- eNGINEER Or RECORD THAT PREPARED T. s2S f ./ --iTTp.) (e) TD PlsrHt 7.000• O KEY HOLE WASHER .<«,.- 1/4 ANCHORS AS -4 �pD BY I I IS BWLDe><. INC 14 SKITTER MAUPACTUREN'S LABEL 901L BE LOCATED ON A READILY VISIBLE IOCATION AT STORM _ --.Der © RFW TRACK ANGLE ® SZA- RF' TRACK ® FLAT PLATED 1/r MPII. GAP PANEL SHUT" IN ACCOATANI WITH SECTION 1709 9 3 O' FLORIDA BUILDING CODE. ONE IIBFL _ --\ 267 1/4• r . T/6' CALIt-NN ANCHORS. AS MWLAARLIR. D7 DEWALT INC (MIN Fc-ISoo P.-) SHALL RE PLACED FOR rvM OPENING. LABELIN(, To COMPLY WPH SECTION I7099.2 0, THE 0D3e• (w )) 094' l44. ` LMEHI01"Um., WITH STUD (tAN. QO6- -1 .- VRMLI) ,/4Y . 3/4• SOUD•SIFT ANCHORS, AS DISTRIBUTED BY Au POINT SCREW, BOLT R SPFCW./V M r;OPW BUILDING CODE GBVANIZED STEEL '^" _ - - �T ,I/,�6 P. TI -�-A` (MIN H'c-1e00 PP.'.) THIS LRAwANO SWYLL ONLY BE US[D TA P. t5' +Ol.c ) "�� �! .____ i /1 h,0 PAN[NJNiF FE1Wf O AND PANTLMATE OLDS ANCI+ORS. AS MAJUFACNREL BY LLCO LONS(11VCr10N _ _ �: MNllll1t4,,,� OOTAIN PERW15 M 6 STATE OF ROAIOA --- PRODUCTS (YIN Y4-2071 D A I) �1,4M -%' o L _� _ 1.OSJ• �P: ''vL' ENS�L` ''•,I `.... ---- -- M H "--- ./4' P CF TAP -GRIP AIICHORS. AS MMUFACRIRID BY TRU.-FMI IORPORATION I►r W; A, T/( 375'f sae-f e7S'f 1 V �: '/*' MINT B.,) ID4IMW E7AITlDAa• a TAPC011 ANCHORS, ELCA PANEL11aT[S AND OF TAP ANC,gP, INID n1r C (/l FLORDA BWLDING CODE NI h Velocity N., Carlo Zone 1 -� 3". .'6=5:, 1 /' - : No. 44167 1pi1' fw ,P' E..A:•-.., .l dry` G.xK UHPT 51M11 O 1 I/1•. 167 z ,_ - 70 CAGE GALVANIZED STEEL STORM PANEI. �,af °, �� Y- I ---f L- - 60T6r * : it * ' FL(MROA iU1LDING CODE NI h V61oo) Nurrleon6 Zon6 EN FLORIDA BUILDING CODE (High YNxN Nurrilwn6 tom �• v......, •• jA1E� �TT1ppF All CALK -IN W �I.ID-SC ANC+10 SHALL PE FFIRFDOf•0 T/R' INTO THE G4kCWER DLOGN UNIT NO NO. 4 IN 063. 3 �I `N P(J.TEO WiNGLM1IT -- - W' FATE -� p� ��' 20 GAGE OALVANIM STEEL STORM PANEL FA 0°M'° MRA6''c 20 GAGE GALVANIZED STEEL STORY PANEL Fi. /- - - f,/,y,„a i _ 19 - 1e75 �'• * oWwN eY :' NO 44167 DW,fN G INTO sT,A7CO SHALL BE PER nib I/4' ._2o SOREW'E IrsF.D SHALL B[ 1 1/1- LONG YWIMUN ilKw-L44Lir:Cn - \ T KEY NOLF '�,R''•• !0 0'. - - : -'FE -----.---'- Ln, .AND N• YR1MW FOR WALLS A1H HD sTvccD -?�'�"�`'°-'*A`--:. 7' GLOBAL PROTECTION PRODUCTS, 11C. ,y„c- -- f�= S TAi F 1 L E C O m, 2. K 0 ® E l , „n6N6PP _ *; w -,: „M,2RMP 0 1 •PPP 3» : tc 1�r��•.T;NI".��i, AT PANEL S % .. � __.,_ _ OIABAL PROTECTION PRODUCTS. LLC. 6„E, _ .-' ! � H GLOBAL PROTECTION PRODUCTS/ LLC. ARE 1'.. F _ CWANT RI»L R w,4 7 s(+ILE, 1 al Or - IL E C O IN, . N.T.S. ATE - •W N7' V IL E C O IM6. y,p B,W. 61 n,NaT T' . n ( l, tw AMu A iH. N,GI2 (n ).- 3K TAR (P5.)M-/T.m 2D-1 6 �NW 4f0o e.R M 1IRELI `sS -•"' - •••-CA-HAOt7lf Pt _ a, IM.a s, r ® 26W/X,76AWX•lyff}La /0171 �/ -» .w. r Ws. Waw,.flP.a n HAM (fe4)Bw-m '"" /0 •� WalVIWIAIUAJWn _ eIJIi�LLlii�-�!0'LTFP MONDLRl6cW 1^5-0 WHO PUT lam:?�'•:ti ,•., oP�` am ac''• 7 wP- (.NPn-I...F..Rwn1-,o, 20-176 NA 0 A HAUL, A R IW M,. P( - _ '/, Y AMi• n au14 2wRwa NP Dt OR11]} lei'[ .. a.w MwglIKoMw q� Mt n w,. �- Nuwa w A/I MAI _ M smar, I w n . T/rR,3/32' WASHER (90WLESS - �OOD67710 w,-•wI M- wloll: (e3.)teE-7M6. TAX (964.W..W.17 - uV f6641w7w. roc > TTM M ONU PLATED SIM) E• 1 x WALTER A TWI w., rL PP 1 - MAT H a r N" On IS-•'VI'I'w',UM- MFFLFOR A TPLT ... 16P.L - MD7 ] a » INSTALLATION DETAILS FO ((INM EXISTING POURED CONCRETE OR CONCRETE B10-CK STRUCTURES cl�aErlr7REIE AGFAan Ro" AMC""N OIQT3 D9 OUO,I Coog , 5) WNOaR ANCHORS W� e'I8 TWWI N Y-.� HXMCRT[ ANCMOIq ', '- (LOT SPAmUE UP- Hrowult ON (R[ 9aNm1Ai OW 41 CONLWLTE RFOUIt,, \ ` _4 w[E1T a IHtIDLHMH e) I E1ttSTMIG POo11CD 4i2T6 6 IWgp, /) �„ V,A, qq1- i! MLR _"Al J4 FM '�- J,/p CONICRER R[ 't� ,/Y MA A'_ ,s� n rC= `/Y! - I•wn.- -> it Po i IG /a' ' km i:­ ___ Y om- sae 1u. aL L r -._.1 _I O67IN0 P-o~ ED. 1 S 1 . 14 ' _ v 1s Kato I 2 g I ODsTN0 POUTED E-b. ( - r° E;D 1 Iow I CONCRETE wrout O IV.1 LLL•,Z" \' , �j I 1 � 1 J I PPP 1 & �fyy' I �gy,i/ir I I Rio to,mui I 9 \ , `. I � PW W a • (• 1 row smw IF So 11MooH�IMm�.�L�tt ( A -{It 1MAn�>w'M'talIN 1 It` • ' 12 ", a, .I I ... `Q 1 2 1/1• DG n'...'"'H., fC.,rna 1 O j x Rota I (J I m tWoq"t I e �ttll MRr ! of �...P�i -4 T mAw 1 I YM9 -I 1 yH _.71FM W.F." 1 1 DxL I IN - E3 L NM7�a q� I . J I L 1 I p h I 1 I 1 I 1 ; j N 1 O }} 1 1 1 1 -J I 1 P 1 1 (2 1 I VJ I (6L) I 1 1 ,N I f7 I I CIP I : I 1/�,/'.'1V7 • I LNG,' ffiO e I I 1ST Ip' act . 4akL r 1 �6R4 PDLRI�D E D 1 -II 'r I '2 I/Y Ot. f LNSTIND POU ED LD \ 1 EXISIMG Polui t0. t ,/r of ', CONCRETE @Lwk I s1Ue 1 1 CONCr7f OR __ __._ H r CONCRETE 6OILD('A ' -_ImG1IRm + 1 1 1t 1/,•OC 'r 1 I 7E BLOB,RDD,JIIm. •\F04 ' LXQIMG D :-1'�r' YN. OF r CONCR[T -Js/4 ._ t 7w (/�: �� ,MF�/N•i"/yt2'yp/-��L}/17ya�W:t 1�H. SUIC� 1 SA0 9ew., a Oer1N. R Dlf �.o. \ ) NNa 6M. \' �% --t Ms F• Cow AIOHDRi ,M,7 6 1 t (SQ AWL[ ON yQ79 a 1NDUON s> �' SHQS a TMDIgH „ BIQTS a IMOIIDII D SHEETS It TwOHDH 6) ILD Ffi 9GML 3/B-1 SCALE 3/1-1* iuiaLlatL 11G1i 3/6„t. I-. _'-__T -- I I v E.D. - EDGE OWANM I (SEE SCHEDULE ON A o1At I - 1 SHEETS e B 6) II I i i ' e I NOTE FOR COifU MTION OF SECTIONS.I t2 Ilr aia NtlViIIITOP AT BOTTOM MOUNTNGS GW BE : 1'L-1 I tl �EA A. r/, 19 IINSSTTAALLUOTON ANY WAY TO SUM ANY e /010F E(ISIIUD POURt9 'CONCRETE3/4 4, � � FLORIDA BUILDING CODE rs h Veloar Nu cone R - tD (*...'' # I f00m n10O. PW. 20 GAGE GALVANr= STEEL STORM PANEL a- MtN°tnMDHtAHi oN �o, HATE 'r OLOiAI PROTECTION PRODUCTS. U.C. „/a W,QIs a T,M011O1 D - , , meL '(C`'• OAIO -�. , 1L E \► O IMc. ..G ITS. tl s1111n w SS%MN-' a AIR WIL ti w41 / AIAL 1 k� rii �Ptir.'w,' IrW,NH.%X nw AFRtE (at4)Ga 2a.a rAc (M.)tw on, 20- VALE 3/3-1. NI i. GAL. 1w", G-oA.ryMVI. � INSTALLATION DETAILS FOR REGULAR PANELS IC-1) do dA END CIDSURES QErM FOR INUALU►TION IN POl2tED 929MM INTO EXISTINGPOUREDCONCRETE OR CONCRETE BLOCK STRUCTURES CfbiCREiE am OR M� M,IR1W3[R.1Di a a w a►IS, -, _ GAUD FOR REM& UFE SA M AND E Z HANG STOR11 PANM SY5TE11( t TOIPAE ON - 1nI .. y SCIBOLAi HMI 9rIQT e e N SHEETS a IRROUGH e)-I•,..._ I. _ � rL 1 AU. I yyyyl AM Yt! a IaPr I Y 4-_Ve4. __. t-- 0 I lY.//•- is L : T:, I EXISTING POURED I I r. N '/F IT I CONCRETE OR I 1 / R 4 1 aR 1 _ 1 I O CONCRETE BLOCK I I - \D $ \ r_ HIM I b REOUN W. : 1 ... ,, I r J I 1 1 CASE A LPLANI a I, 1 _ .� ._-..1.._.. SCALESCALE )/l6-4E-- `LNr•'L7 1� r Wi 11. P�IaLWPHAH PY• ' 1 I % .�61LKM I I Iy CASE LPLAN1 : , LMRW M 0 TPlly I R _7 .1r SCALE 3/1e-1• MNBOM M I ✓ ; i MAt DAY �,P,I tOMq,1W1 I ,Pa i 1 ITrr �• • v I i If K M F OI WIT t 1y. a1 BIt1 6 I � �R AAM P. I - 1 ;"" - � I 1 1 I L_ — r.Ir. I I I 7 1 AM.• P�. ,K AaJ MO Iw,13�� N IWPL MW FP rFF r:E D 1 I r r Ie,I- - \' ;`__l �, wHer eL. n:� r M , g,. DLWW 91 CONCRETE D :oumD i EXRTMO POURED LD I CASE C/(�PLAUr1 CASE D ()alAN1 T II . CONCRETE OR - _7.�./ I suu 3/N-+• *OR DE BLOCK 1. 1/2- iiin W/ / N '.r,"-. � ppA I w ANSUP, FKK-IN DR 1'AIO1N7[ ---- - - ' 1 ..I , ,3/4^ .fw IMII rD'E_ L�amFoAlt -Fa1�6pMq. P t qel�AP � IXIWE O AID -amp ca.m. A11C10115 .O •-/• - `\. `\.-. �. °-`�T I..�P 1'LLB OR l7 TAP -GRIM (elE tt.= a - 6N0ET6 IM SHM'M a THROULD, 1) �' '. SECTIONS 5 NO s. a SCALE 3/8-1- SCALE 3/8. t' -ter. . atinaw wTDW� Glessi mall so.�. a \•r l- 11~® EVA OF OUSTHG • NEW 1' WIDE . VARIES , I/H• ED. - EDDE OISr(LNt,E 1 Nw ~ Iss"P � ; W ORGI'Mc (SEE SCHEDULE ON - (D T19CI( ALUM TUBE OR I' . GSE F LPLANI _ _,_ OSTp � CO/ P7. WOOD PLATE $PACER It I� SHEETS 6 k B) SGUE 3/IMt' e NEW I' WIDE , VARIES , 1/8• / I 1 N07F FOR COYBWILTION DF SECTOtiv: AMA. TUBE OR I' . VARIES -, % 1 I ►.1 WOOD PLA7i SPACER I TOP B BOTTOM MOUNTINGS CAN BE B(/BNO iRACI( ,,, I COMBINED IN ANY WAY TO SUIT ANY CASE E LPLANI Li ' �. F t%INCILLIE INGHId15 • ' INSTALLATION. I 3/L6.1- J (MAXIS a TtIO 6) I AO( C.M. + I + t t EXGI" PouRm �' aK +ARw IfiNl a ,. ✓ FLORIDA BUILDING COOL NI h Vol«" NY/TICOM -p'"clen AIWINO-�-- C01H(3K1E OR Ilia 6A= ,e1P,T w IS (ta RD enui I/2- Law CONCRETE BLOCK FaW/ a guorut ,Hw Pamn ILMM NPC 20 GAGE GALVANIZED ShEI STORY PANEL as,, .I. t • „ 3- Ma. REOURED, ILIM Ho�. . :• No 44167 •: SECTION X—X * i * _ f7/p, 9•.1F 3/6-1 * S lE O�rl - T - _ I L E C O lac. LOBAR. PROTECTION PRODUCTS, U.C. eY DETAIL FOR SPACERS ItEOUIRED.Al TW--.QR 4M aW. „ 91R{T P ) OAMT, A _ I BOTTOM TRACKS ADJACENT To STUCCO gA rFo_ . AIOI,:R�� `,w�:�.� �...�,m.- W w1. w P I: tMMA)BG 76A. rA, (w)...7„ 2D-' INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR_ -Anil CONCRETE OR CONCRETE tit-2 BLOCK STRUCTURES CONCRETE SEE SCHEDULE ON SHEET 9 ED CONCLICTE __ GONG OR d'vvm COPIc '� __ CO CONCRETE SIDES, RaOo SEE SCCTONS ON SHEET 12 I _ _N DPP.! RFOUIRC �R[lE QBRLOCCRRE7� ... (6CC RMRDNE OR „C . -_ 3• �H. �'umo 'CONCRETE ANCHORS _ MNI. .. - tfaC .67• 3- PO6AP -1 WQE MMLEY) 6. 9,, To.SI :wm 1' M. - 7 r - j 6B Seim (BR BWDIu[ oN SHEET U .. gIWUE ON LINT 9) �• LIL I r - I i ( I I 1E- I' I i I I I I fi, I I 1 I I. sox 'may C D i : CO \Y '•T _ -T _'-,.. _ -_ -❑QeA X Y• _ IIAH :',I;:'E �:. . . 1 • ry I ..::..- ,, XF '�• W.. 1 I�' , .;-11�U�/�•66~0.A a/ II I 1 .-I Ii'1 1 1 II 1 Sol _. is I lief a/t I r I PN aPA.aNN» W ^ EINYFAI 1 %N aJw L6a v- H rMI6-'AN�� t.1 , � O.06M , i, I,- , ♦ • I a i y � N _ 1 I 1-'0.Lr RweRAA Hn .HAGS N f MHTsut a ' ]: Rol 0 I EI 11P61AI a R^ 1 sm 4 , i T I I 1. , 1 A, i I � � I I 3 y�GH I I. I M ic I I1/41-Slot' . " H a//i6e e0.T1 M/ '. :WINO'MR EACH I I - ) it/11-BN,' 0W Ia/aa e9U+a e/ h I9witU rAc 1 1 J C I F - rn 11/4•P-7W1 I1 R/S6�Pa W/ 1�6I I.. _ 1 •+ [ ;IMC MR�fI[H n� I - . . , " I I I I , I 1 �,I Sol L MAI' I tI Ii t_.__ )9 1t , i 1. _ __ .,...�.. __. H1 r ("' F - -- - '' Try rJ 1 - -- --- - ._.._ I It I I 1 0v II �l4 „_..-,--..a _.. 1 r •T.% I E 01AG ' MAR-"-1 �j( - OF Oa16g�i a RAG I S01 -.3• it t, 9, q q'4 �► 3' w..'- - D.e..®G® BB IOW "Yn. r Di 1• /� MLX ¢ '. ,' I I \y 1 MAX f" .I ' ly -L- I• Mon. f MAIL -- ANC ORS- FOR CONCRETE SEE SCHEDULE ON SHEET 9 - FOR WOOD SCE SECTIONS ON SHEET 12 - 7/ir,A/3F• II E E. i REGULAR STORY PANELS- ( & Q ELEVATION �'�: , , W" a IS ,% try• of .✓' _ II ET L1.11":4 1/4' MAX. OAP T .; I_ _ I F - 1 M. EW 1 4•�30.3/1' 5.5. BOLT // W/ 7 6•,S/32- WING NUT• 0 17 I/2. O.C� I CONCJMTE ANCHORS _ 7.s7 _ _. 1 A _ _ _ _ .. _- _.- _ .PMCWM AsDOM 91AODM0 �'�E(31111 ANCHORS 11N (W SallaptAx ON • I/A- IRA' \1, W/ STL.O 196E 9CNBDVIE ON 9a"I SHEET 9) O DR SECTION A -A (Tm.1 ,, ,�CMICQa OR 1AOCKKOUPU ,$AUW D -- 011 REOVM SCALE 3/32--1' SCALE 3/6-1- SCALE 3/6-1- SCALE I;) 41 ,- IyEA...X. i�..... NS ' FLORIDA BUILDING CODE 10 h Velocity Nu cane Zones E.D. EDGE DISTANCE (SEE SCHEDULE ON �.Due IEGU%M3 TOP B BOTTOM MOUNTNOS CAN Of ' NO 44167 _ * :. * - :_r+-.:., 4 $ TE 0� - -I ---, -TOOT .am ICTm9. PC 20 GADS GALVANIZED STEEL STORM PANEL /� GLOBAL PROTECTION PRODUCTS. o I W. U.C. „ nmv SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INS'rALJ.ATION. A- RtO� Zak 1 L E C O INS. "p •., -M aW. s1 SOW C AN � 20-176 ,I. SS/ / ► r Tt wwW+PIR R " M.)6�76M~e. Fw53" )" »'H Ai.».,010 a.__-A..ONpr- w.- a." 11. 1 11I /WORT Lm/1AIt WLIQOA'n"1i71.. 'E '••' wHG1 t IW s cn-ii......N a) W _� alleessa Cn 0 LL CIO CL 0_ la) U CIO 0 1� U♦a), I� L. ICU L W LU = Q Z Z a J l 1 - SHEET NO. SH 1.0. u :,u. .. I _ _T. I I II __uu.l I - --- 11 11 1! III MIL 1.1 1 '1 1 . I r I _ I 1 11 _.._ , 1 1 1 1 1 II I aS ,.>.. M-KRM New F •teoro I I/4.1 \ 1 1 I j m 1 1 I , 01..•�isrrvnr 1 1114• "1 hi PAFau mlrAWn � - •Inulwn / mlwa A,c„Wa� WALL AND FLOOR MOUNTING INSTALLATION FOR RlFAST SPLIT PANELS -- ...�. �fIOl7 I �em• r .P.a.,Y-�a�lan r--T-,-,'`7I{ T-T--�y_-,-,��-r �• +• ...® • I W14 a OIIOI) ,T. (r1. 10. ea1101D - L1�..1 , �wuw T_ r r ruL Nn _ J_J_ •an �• u" M q •o`�A0/' L " ,r�"RiDp°No'I>da• MINFFv I /20 - K _. _;•._.'• ills •a•I IAa 1p•TM,wN _ -_ _ •. _�__ I _ _) _ ..a FILMS ELACK JaAO1LA 1 1 I aonlsaATMa c oa , ���--�; I >w.°w • a+•w.'s�r r+.no ;?� W e.1121ti a I,rW I,aR f St. upox i \.:y "LAD a tA1['" _ f-"_. ,/7• j I ( I I I i ! i I I j ,�w/ F,•V/7 � CD u. ESNs •r r Dt I ` NIL ■ °' r HAa L>1 ,/1'• NAAr 4pn no- ArPwa �� a/�MM 61• Wn - y _T.1. 1 Y•11t/•1q'X I An•. •TOM �- - rWeTROt • b 71_ \i] lNP ,o• a,Olr) fn� _ - ®n• +1 ]• I 1 1. SPLIT STORM PANEL ELEVATION scuE .1i �Ag VALE -I SECTION IIIIII�.w :a SCALE 7/e MULLION SCMEDULE tbl. III REOURED III BPAN (m) • TVBE Sluum - ` •'-a• Z• . V . 1/8' > 4'-s' To S'-s' ___r_. 4• , I/a• > W-B• to i-IG• 1• . a' . 1/e', ' UP ,O :50.0�g 1 rs_D. 0 g.�.,f,P'11ESSuet PAYING SECTION 1 SCALE 3/0-1' NOTE: MMLUON CAN AM K INSTALLED W/o STORM PME.S ON Top on BOTIOM so TWIT IT O LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PANEL OPENING W/ TUK TOP a BOTTOM) $A 0 Ri 1116 rw,761•III : : . tlNwo .INOI•rR i arrP •MR APPUDN" To nwW>s•r•A I'' IN,b�.e ArW.N• 1 `(• 11" � '� : w'"mm°.oraawri" .., •N• •4r A _ 2 iI it/r c� wW I c1�I WALL 110101.1111TWIC INSTALLATION - ALTERNATIVE SW 6•-J(I � ruw �' r7'iw i ,i,T ac'L` INSTALLATION - ALTERNATTVE 1 W I /r + �. m"°••.a+o" A, •a.•r r NIT aurle t/.' - r DWA"TTM - TIME 2w ICAIL+ ,/4• - r NOTE& 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +55.5. -72.0 pot. AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EDLW_ NOTE FOR COMBINATWN Oii TOP RT BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CEWNO t FLOOR MOUNTING WALL • FLIM MOUNTING tNSTALl1TION - 1LT[RNATIVE Aw INSTALLATIONS - ALTERNATIVE sW (SECTION AT TOP IS LIMITED TO +--&5-87.0 MAX. SCALE: 1/4• - t• A.S.O• DEMON PRESSURE RATING) SO": 1/4' - 1• r ppqen,V lie •1I • n ,R' •c J •,wa A•w r.a4 ,liro•le. •mn'•"I� R• ego- EImR MOUNTING INSTALLATION - SECTION uw SCALE: 1/4' - 1' amcwt ANCHO s oDMPRn ANC"M too CDe1OW/C ANalORS; 7K 77ppw[, ON 91lR Ia; (SEE SCHMOLt oN_ (SET SCHEDULE ON FOR woao 1,Rw: B¢ SLCI1oN01'`A00. si to �- nar tq •wwD wNrxn � \ J rMr.l 1/4. 2/4. 2A✓A 3/4 - 4/4 1. 2 t 1W/1s tr 2�A: 1 /1s raw so0I It A-Z 12 MIRED CQKRLT[- ta,NtD I I rm e°Im a 7 I-tR sow Ac t• NOR C.2'+ ' Am Wry. W1AMT,0N p �moo`Ba"�i170C yJe6 I ro Pus v­_ I _ 1 .•r,' MAfIrK x MN (CARE'/r M"f I m •wit'/E`r°I"olc,a N,y (4) CASE u) m .1•1W'°�°"oR�in(!TD,a 11 "em ELM Iau J GAw END Pwvi 1pN (sQ DITA&S ,/I. wDURm / r I r /4, 2/4. ZV4. 3/4 OR 4/4 L*1 2; k MW/15 L*1. A a iti ON LIIFFE�w7�PA EL L+ j ! AREA AI LIFE SNETY PANELS LOCATION Or IJFE (SEE NOTE IKIOW) I a•a _ ROWAN PANELS w/ OR SAFETY PANEL - 'I-- - W/0 REOIAM TT41CKs (S¢ NOTE , CONCRETE ANCHORS �� :.�;Y.� BCLOw) • PAST ►ANIo O'I To BE INSTALLED A7 AEL Y,ImLA[ ON T �(Ap,,.LpL( pO(R AFAR In SAFETY s16wI M,E. OPENRw sw11 S.w ,•) >DuRm [)..Cam � - Vr'I COMORtlN7 TO ALWArAnCLK MKMOMYlAw:l01/ �T DC C_ �D AMI/(j, 1 - ro K LPMAL= OR FIVOWD KNOW INSIDE COW-WIOU Ttwtrm" all __�t� a STRUCIYR[ eHEn 1.) EELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATKIN s, s/37 •, SECTKIN 1 SEINE, 3/8• - 1• - SECTION 2 SCALE: 3/111 - I -t/. A> olr ®®O0 t (' I a• CA NOTES ON _-4 4F[Tr cm•u PAN{1 c-. M TNT 4t N - I I SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) PANEL LOCATION IN BETWEEN END PANELS)[�� rµ- - LIFE SAFETY PANELS MY ORAS AM INTERIOR PANEL( ANY MAY NOT RE INSTALLED ADJKEM TO REGULAR PANELS 1 =` ��►AIa7 AT dTt DW'tPV� � (W'/ OR W/O REGULAR TRACKS.) 6lT NOR ,) 7. LIE SAFETY SRC PANEL CONSISTS Or O.D30• GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONC , m. SKEET 2 OF DRAWING. SCALE 3/32 -1• THIS PANEL Al1De7S ITSELF TO K REMOVED OR MSTAL.LEO FROM THE WSIDE OF STRUCTURE. J K SAFETY LEPER SHEET TOPOFIS DR COMPONENT .. PItIMINN', BE CSAFETY PAI PER TO 2 TRACK THIS K CON. 0A BOTTOM TRACK TO EP TI/KREI ✓� COMPOJIEM ®FNEE BE INSTALLED WALL OR FLOOR MOUNTED FOLIDWTNG SECTIONS I e `'ENSE '•••. 2 ON THK ET, AS WELL AS DVAAS 1 a 2 ON SHEET 14. �,= •J FLORIDA BUILDING CODE (Koh VNoaH Nu come Zone) 4. Mi.. LENGTH FDR CAIYPONEM b 15'. 3 Seem ANCHIA SPACalO FOR COMPONENT ®ANCHORAGE AT BOTTOM 6 GNEN ON i �• * wWo AMC. K 20 DACE GALVANIZED STEEL STORY PANEL SCNEDVLES a 2. SHEET , 4. 3 COMPONENT MAY K PERMANENT 00 REMOVABLE. _• ppeynSnAtt��F,..��e. 3. SEE DETAILS FOR INSTALLATION INTO WOOD PLANE BULDN7C5 ON SHEET ,5. :'9 •• 10 r' -- r^'^'a'J'I•>• arL oR `' �-� �ILTECOINc. AL PROTECIKIN TLC. 4�O,eaC'''O• • Nato sr J, BItQ/ • SEE SHEET ♦FOR oErAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF •, `•S DNA`• Vw w. Jla rwr ° A YiM NWFR. M-7 n• FAX ( 20-176 SPACERS AT TRACKS 16WALLED ADJACENT AND BEYOND TO STUCCO/NOOO &%40S. A•'tHl 71N1•VMN •,`-`• O.7 v�-.F>e N• . `��`I-,w VLS.)t•a-na0. FAX (IN)•w-wTST O �.. PL teAL/7WN1nw m/ n U-PaDeTN -"r ar aL,q A ILALT Jr. P.L rI W_ - ___. __- -_. _.- - _. - _.. _ MF. a N}a7 > - _ • _ .QI ,J p w I R■\■�i■■IR■�BNS IRB■■■B//11' �� MAXIMUM A.S.D. DESIGN PRESSURE RATING (II ■_f.) AND CORRESPONDING MAXIMUM PANEL LENGTH `I SCHEDULE (We41 ONLY FOR •(9 BISTALIARON 0 PER KCrM I ni 10. ON S/VM 4. S IS 6) Lm • OMTm w/ ,(a1-s0.,' 7S VS ! B•N>an M weww a IwnoM n PAWL WMI UYA.S�.�E�1�A.S.D. �E��RE�j����sfsf.)ANDCORRESPON�NG�YIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS 6l t Q INSTALLATIONS INTO EXISTING _ CONCRETE A CONCRETE BLOCK STRUCTURES t^w owy FOR PANGS Ii @ •ISrtLLAT10N5 As PER smincem I vFm 7. ON wErM 4 a 5) 70 TO To FLORIDA BUILDING CODE (Nigh Velocity Nu leans YoM No. 4167 "m° ftXw. Iron 20 GAGE OLVANI= STEEL STORY PANEL[ rP taw[ rrn S7 E o} § "`> Ti L E CLOW PROTECTION PRODUCTS. U.C. 01 wT� IiS� N >w •I am. er r r~ A a+." aPOoc (.7.Nr-Tsa. ra, (w•)taa-•nT 20-176 ryMN, p L C_.....- G•aeMil• a.. rrrr�To Far am~ Me, RALtm A n i.. P.L - e,m • N >t °�/a Aso. w P�inwlN iao'�r .tea -7sa Y-s' OR Erse a ,/s• IINBaTm , tlelu a • T Nab. -rJ4 >Y-0' ro •-e' W.. 17/a• uPeOU[D , I,r1u a A 7 .ae.o. -7aa >s`-s• ro „•-_• Va t In• • BJT�Do�wl'A°�•01N mom I/AKMN 47.0. asoN PRL561AK R•rINc (p. e) ' UP ,O :50.0�g 1 rs_D. 0 g.�.,f,P'11ESSuet PAYING SECTION 1 SCALE 3/0-1' NOTE: MMLUON CAN AM K INSTALLED W/o STORM PME.S ON Top on BOTIOM so TWIT IT O LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PANEL OPENING W/ TUK TOP a BOTTOM) $A 0 Ri 1116 rw,761•III : : . tlNwo .INOI•rR i arrP •MR APPUDN" To nwW>s•r•A I'' IN,b�.e ArW.N• 1 `(• 11" � '� : w'"mm°.oraawri" .., •N• •4r A _ 2 iI it/r c� wW I c1�I WALL 110101.1111TWIC INSTALLATION - ALTERNATIVE SW 6•-J(I � ruw �' r7'iw i ,i,T ac'L` INSTALLATION - ALTERNATTVE 1 W I /r + �. m"°••.a+o" A, •a.•r r NIT aurle t/.' - r DWA"TTM - TIME 2w ICAIL+ ,/4• - r NOTE& 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +55.5. -72.0 pot. AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EDLW_ NOTE FOR COMBINATWN Oii TOP RT BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CEWNO t FLOOR MOUNTING WALL • FLIM MOUNTING tNSTALl1TION - 1LT[RNATIVE Aw INSTALLATIONS - ALTERNATIVE sW (SECTION AT TOP IS LIMITED TO +--&5-87.0 MAX. SCALE: 1/4• - t• A.S.O• DEMON PRESSURE RATING) SO": 1/4' - 1• r ppqen,V lie •1I • n ,R' •c J •,wa A•w r.a4 ,liro•le. •mn'•"I� R• ego- EImR MOUNTING INSTALLATION - SECTION uw SCALE: 1/4' - 1' amcwt ANCHO s oDMPRn ANC"M too CDe1OW/C ANalORS; 7K 77ppw[, ON 91lR Ia; (SEE SCHMOLt oN_ (SET SCHEDULE ON FOR woao 1,Rw: B¢ SLCI1oN01'`A00. si to �- nar tq •wwD wNrxn � \ J rMr.l 1/4. 2/4. 2A✓A 3/4 - 4/4 1. 2 t 1W/1s tr 2�A: 1 /1s raw so0I It A-Z 12 MIRED CQKRLT[- ta,NtD I I rm e°Im a 7 I-tR sow Ac t• NOR C.2'+ ' Am Wry. W1AMT,0N p �moo`Ba"�i170C yJe6 I ro Pus v­_ I _ 1 .•r,' MAfIrK x MN (CARE'/r M"f I m •wit'/E`r°I"olc,a N,y (4) CASE u) m .1•1W'°�°"oR�in(!TD,a 11 "em ELM Iau J GAw END Pwvi 1pN (sQ DITA&S ,/I. wDURm / r I r /4, 2/4. ZV4. 3/4 OR 4/4 L*1 2; k MW/15 L*1. A a iti ON LIIFFE�w7�PA EL L+ j ! AREA AI LIFE SNETY PANELS LOCATION Or IJFE (SEE NOTE IKIOW) I a•a _ ROWAN PANELS w/ OR SAFETY PANEL - 'I-- - W/0 REOIAM TT41CKs (S¢ NOTE , CONCRETE ANCHORS �� :.�;Y.� BCLOw) • PAST ►ANIo O'I To BE INSTALLED A7 AEL Y,ImLA[ ON T �(Ap,,.LpL( pO(R AFAR In SAFETY s16wI M,E. OPENRw sw11 S.w ,•) >DuRm [)..Cam � - Vr'I COMORtlN7 TO ALWArAnCLK MKMOMYlAw:l01/ �T DC C_ �D AMI/(j, 1 - ro K LPMAL= OR FIVOWD KNOW INSIDE COW-WIOU Ttwtrm" all __�t� a STRUCIYR[ eHEn 1.) EELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATKIN s, s/37 •, SECTKIN 1 SEINE, 3/8• - 1• - SECTION 2 SCALE: 3/111 - I -t/. A> olr ®®O0 t (' I a• CA NOTES ON _-4 4F[Tr cm•u PAN{1 c-. M TNT 4t N - I I SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) PANEL LOCATION IN BETWEEN END PANELS)[�� rµ- - LIFE SAFETY PANELS MY ORAS AM INTERIOR PANEL( ANY MAY NOT RE INSTALLED ADJKEM TO REGULAR PANELS 1 =` ��►AIa7 AT dTt DW'tPV� � (W'/ OR W/O REGULAR TRACKS.) 6lT NOR ,) 7. LIE SAFETY SRC PANEL CONSISTS Or O.D30• GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONC , m. SKEET 2 OF DRAWING. SCALE 3/32 -1• THIS PANEL Al1De7S ITSELF TO K REMOVED OR MSTAL.LEO FROM THE WSIDE OF STRUCTURE. J K SAFETY LEPER SHEET TOPOFIS DR COMPONENT .. PItIMINN', BE CSAFETY PAI PER TO 2 TRACK THIS K CON. 0A BOTTOM TRACK TO EP TI/KREI ✓� COMPOJIEM ®FNEE BE INSTALLED WALL OR FLOOR MOUNTED FOLIDWTNG SECTIONS I e `'ENSE '•••. 2 ON THK ET, AS WELL AS DVAAS 1 a 2 ON SHEET 14. �,= •J FLORIDA BUILDING CODE (Koh VNoaH Nu come Zone) 4. Mi.. LENGTH FDR CAIYPONEM b 15'. 3 Seem ANCHIA SPACalO FOR COMPONENT ®ANCHORAGE AT BOTTOM 6 GNEN ON i �• * wWo AMC. K 20 DACE GALVANIZED STEEL STORY PANEL SCNEDVLES a 2. SHEET , 4. 3 COMPONENT MAY K PERMANENT 00 REMOVABLE. _• ppeynSnAtt��F,..��e. 3. SEE DETAILS FOR INSTALLATION INTO WOOD PLANE BULDN7C5 ON SHEET ,5. :'9 •• 10 r' -- r^'^'a'J'I•>• arL oR `' �-� �ILTECOINc. AL PROTECIKIN TLC. 4�O,eaC'''O• • Nato sr J, BItQ/ • SEE SHEET ♦FOR oErAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF •, `•S DNA`• Vw w. Jla rwr ° A YiM NWFR. M-7 n• FAX ( 20-176 SPACERS AT TRACKS 16WALLED ADJACENT AND BEYOND TO STUCCO/NOOO &%40S. A•'tHl 71N1•VMN •,`-`• O.7 v�-.F>e N• . `��`I-,w VLS.)t•a-na0. FAX (IN)•w-wTST O �.. PL teAL/7WN1nw m/ n U-PaDeTN -"r ar aL,q A ILALT Jr. P.L rI W_ - ___. __- -_. _.- - _. - _.. _ MF. a N}a7 > - _ • _ .QI ,J p w I R■\■�i■■IR■�BNS IRB■■■B//11' �� MAXIMUM A.S.D. DESIGN PRESSURE RATING (II ■_f.) AND CORRESPONDING MAXIMUM PANEL LENGTH `I SCHEDULE (We41 ONLY FOR •(9 BISTALIARON 0 PER KCrM I ni 10. ON S/VM 4. S IS 6) Lm • OMTm w/ ,(a1-s0.,' 7S VS ! B•N>an M weww a IwnoM n PAWL WMI UYA.S�.�E�1�A.S.D. �E��RE�j����sfsf.)ANDCORRESPON�NG�YIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS 6l t Q INSTALLATIONS INTO EXISTING _ CONCRETE A CONCRETE BLOCK STRUCTURES t^w owy FOR PANGS Ii @ •ISrtLLAT10N5 As PER smincem I vFm 7. ON wErM 4 a 5) 70 TO To FLORIDA BUILDING CODE (Nigh Velocity Nu leans YoM No. 4167 "m° ftXw. Iron 20 GAGE OLVANI= STEEL STORY PANEL[ rP taw[ rrn S7 E o} § "`> Ti L E CLOW PROTECTION PRODUCTS. U.C. 01 wT� IiS� N >w •I am. er r r~ A a+." aPOoc (.7.Nr-Tsa. ra, (w•)taa-•nT 20-176 ryMN, p L C_.....- G•aeMil• a.. rrrr�To Far am~ Me, RALtm A n i.. P.L - e,m • N >t °�/a Aso. w P�inwlN iao'�r .tea -7sa Y-s' OR Erse a ,/s• IINBaTm , tlelu a • T Nab. -rJ4 >Y-0' ro •-e' W.. 17/a• uPeOU[D , I,r1u a A 7 .ae.o. -7aa >s`-s• ro „•-_• Va t In• • BJT�Do�wl'A°�•01N mom I/AKMN 47.0. asoN PRL561AK R•rINc (p. e) WALL 110101.1111TWIC INSTALLATION - ALTERNATIVE SW 6•-J(I � ruw �' r7'iw i ,i,T ac'L` INSTALLATION - ALTERNATTVE 1 W I /r + �. m"°••.a+o" A, •a.•r r NIT aurle t/.' - r DWA"TTM - TIME 2w ICAIL+ ,/4• - r NOTE& 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +55.5. -72.0 pot. AND PANEL'S LENGTH UP TO 8'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EDLW_ NOTE FOR COMBINATWN Oii TOP RT BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CEWNO t FLOOR MOUNTING WALL • FLIM MOUNTING tNSTALl1TION - 1LT[RNATIVE Aw INSTALLATIONS - ALTERNATIVE sW (SECTION AT TOP IS LIMITED TO +--&5-87.0 MAX. SCALE: 1/4• - t• A.S.O• DEMON PRESSURE RATING) SO": 1/4' - 1• r ppqen,V lie •1I • n ,R' •c J •,wa A•w r.a4 ,liro•le. •mn'•"I� R• ego- EImR MOUNTING INSTALLATION - SECTION uw SCALE: 1/4' - 1' amcwt ANCHO s oDMPRn ANC"M too CDe1OW/C ANalORS; 7K 77ppw[, ON 91lR Ia; (SEE SCHMOLt oN_ (SET SCHEDULE ON FOR woao 1,Rw: B¢ SLCI1oN01'`A00. si to �- nar tq •wwD wNrxn � \ J rMr.l 1/4. 2/4. 2A✓A 3/4 - 4/4 1. 2 t 1W/1s tr 2�A: 1 /1s raw so0I It A-Z 12 MIRED CQKRLT[- ta,NtD I I rm e°Im a 7 I-tR sow Ac t• NOR C.2'+ ' Am Wry. W1AMT,0N p �moo`Ba"�i170C yJe6 I ro Pus v­_ I _ 1 .•r,' MAfIrK x MN (CARE'/r M"f I m •wit'/E`r°I"olc,a N,y (4) CASE u) m .1•1W'°�°"oR�in(!TD,a 11 "em ELM Iau J GAw END Pwvi 1pN (sQ DITA&S ,/I. wDURm / r I r /4, 2/4. ZV4. 3/4 OR 4/4 L*1 2; k MW/15 L*1. A a iti ON LIIFFE�w7�PA EL L+ j ! AREA AI LIFE SNETY PANELS LOCATION Or IJFE (SEE NOTE IKIOW) I a•a _ ROWAN PANELS w/ OR SAFETY PANEL - 'I-- - W/0 REOIAM TT41CKs (S¢ NOTE , CONCRETE ANCHORS �� :.�;Y.� BCLOw) • PAST ►ANIo O'I To BE INSTALLED A7 AEL Y,ImLA[ ON T �(Ap,,.LpL( pO(R AFAR In SAFETY s16wI M,E. OPENRw sw11 S.w ,•) >DuRm [)..Cam � - Vr'I COMORtlN7 TO ALWArAnCLK MKMOMYlAw:l01/ �T DC C_ �D AMI/(j, 1 - ro K LPMAL= OR FIVOWD KNOW INSIDE COW-WIOU Ttwtrm" all __�t� a STRUCIYR[ eHEn 1.) EELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATKIN s, s/37 •, SECTKIN 1 SEINE, 3/8• - 1• - SECTION 2 SCALE: 3/111 - I -t/. A> olr ®®O0 t (' I a• CA NOTES ON _-4 4F[Tr cm•u PAN{1 c-. M TNT 4t N - I I SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) PANEL LOCATION IN BETWEEN END PANELS)[�� rµ- - LIFE SAFETY PANELS MY ORAS AM INTERIOR PANEL( ANY MAY NOT RE INSTALLED ADJKEM TO REGULAR PANELS 1 =` ��►AIa7 AT dTt DW'tPV� � (W'/ OR W/O REGULAR TRACKS.) 6lT NOR ,) 7. LIE SAFETY SRC PANEL CONSISTS Or O.D30• GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONC , m. SKEET 2 OF DRAWING. SCALE 3/32 -1• THIS PANEL Al1De7S ITSELF TO K REMOVED OR MSTAL.LEO FROM THE WSIDE OF STRUCTURE. J K SAFETY LEPER SHEET TOPOFIS DR COMPONENT .. PItIMINN', BE CSAFETY PAI PER TO 2 TRACK THIS K CON. 0A BOTTOM TRACK TO EP TI/KREI ✓� COMPOJIEM ®FNEE BE INSTALLED WALL OR FLOOR MOUNTED FOLIDWTNG SECTIONS I e `'ENSE '•••. 2 ON THK ET, AS WELL AS DVAAS 1 a 2 ON SHEET 14. �,= •J FLORIDA BUILDING CODE (Koh VNoaH Nu come Zone) 4. Mi.. LENGTH FDR CAIYPONEM b 15'. 3 Seem ANCHIA SPACalO FOR COMPONENT ®ANCHORAGE AT BOTTOM 6 GNEN ON i �• * wWo AMC. K 20 DACE GALVANIZED STEEL STORY PANEL SCNEDVLES a 2. SHEET , 4. 3 COMPONENT MAY K PERMANENT 00 REMOVABLE. _• ppeynSnAtt��F,..��e. 3. SEE DETAILS FOR INSTALLATION INTO WOOD PLANE BULDN7C5 ON SHEET ,5. :'9 •• 10 r' -- r^'^'a'J'I•>• arL oR `' �-� �ILTECOINc. AL PROTECIKIN TLC. 4�O,eaC'''O• • Nato sr J, BItQ/ • SEE SHEET ♦FOR oErAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF •, `•S DNA`• Vw w. Jla rwr ° A YiM NWFR. M-7 n• FAX ( 20-176 SPACERS AT TRACKS 16WALLED ADJACENT AND BEYOND TO STUCCO/NOOO &%40S. A•'tHl 71N1•VMN •,`-`• O.7 v�-.F>e N• . `��`I-,w VLS.)t•a-na0. FAX (IN)•w-wTST O �.. PL teAL/7WN1nw m/ n U-PaDeTN -"r ar aL,q A ILALT Jr. P.L rI W_ - ___. __- -_. _.- - _. - _.. _ MF. a N}a7 > - _ • _ .QI ,J p w I R■\■�i■■IR■�BNS IRB■■■B//11' �� MAXIMUM A.S.D. DESIGN PRESSURE RATING (II ■_f.) AND CORRESPONDING MAXIMUM PANEL LENGTH `I SCHEDULE (We41 ONLY FOR •(9 BISTALIARON 0 PER KCrM I ni 10. ON S/VM 4. S IS 6) Lm • OMTm w/ ,(a1-s0.,' 7S VS ! B•N>an M weww a IwnoM n PAWL WMI UYA.S�.�E�1�A.S.D. �E��RE�j����sfsf.)ANDCORRESPON�NG�YIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS 6l t Q INSTALLATIONS INTO EXISTING _ CONCRETE A CONCRETE BLOCK STRUCTURES t^w owy FOR PANGS Ii @ •ISrtLLAT10N5 As PER smincem I vFm 7. ON wErM 4 a 5) 70 TO To FLORIDA BUILDING CODE (Nigh Velocity Nu leans YoM No. 4167 "m° ftXw. Iron 20 GAGE OLVANI= STEEL STORY PANEL[ rP taw[ rrn S7 E o} § "`> Ti L E CLOW PROTECTION PRODUCTS. U.C. 01 wT� IiS� N >w •I am. er r r~ A a+." aPOoc (.7.Nr-Tsa. ra, (w•)taa-•nT 20-176 ryMN, p L C_.....- G•aeMil• a.. rrrr�To Far am~ Me, RALtm A n i.. P.L - e,m • N >t °�/a Aso. w P�inwlN iao'�r .tea -7sa Y-s' OR Erse a ,/s• IINBaTm , tlelu a • T Nab. -rJ4 >Y-0' ro •-e' W.. 17/a• uPeOU[D , I,r1u a A 7 .ae.o. -7aa >s`-s• ro „•-_• Va t In• • BJT�Do�wl'A°�•01N mom I/AKMN 47.0. asoN PRL561AK R•rINc (p. e) GAw END Pwvi 1pN (sQ DITA&S ,/I. wDURm / r I r /4, 2/4. ZV4. 3/4 OR 4/4 L*1 2; k MW/15 L*1. A a iti ON LIIFFE�w7�PA EL L+ j ! AREA AI LIFE SNETY PANELS LOCATION Or IJFE (SEE NOTE IKIOW) I a•a _ ROWAN PANELS w/ OR SAFETY PANEL - 'I-- - W/0 REOIAM TT41CKs (S¢ NOTE , CONCRETE ANCHORS �� :.�;Y.� BCLOw) • PAST ►ANIo O'I To BE INSTALLED A7 AEL Y,ImLA[ ON T �(Ap,,.LpL( pO(R AFAR In SAFETY s16wI M,E. OPENRw sw11 S.w ,•) >DuRm [)..Cam � - Vr'I COMORtlN7 TO ALWArAnCLK MKMOMYlAw:l01/ �T DC C_ �D AMI/(j, 1 - ro K LPMAL= OR FIVOWD KNOW INSIDE COW-WIOU Ttwtrm" all __�t� a STRUCIYR[ eHEn 1.) EELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATKIN s, s/37 •, SECTKIN 1 SEINE, 3/8• - 1• - SECTION 2 SCALE: 3/111 - I -t/. A> olr ®®O0 t (' I a• CA NOTES ON _-4 4F[Tr cm•u PAN{1 c-. M TNT 4t N - I I SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) PANEL LOCATION IN BETWEEN END PANELS)[�� rµ- - LIFE SAFETY PANELS MY ORAS AM INTERIOR PANEL( ANY MAY NOT RE INSTALLED ADJKEM TO REGULAR PANELS 1 =` ��►AIa7 AT dTt DW'tPV� � (W'/ OR W/O REGULAR TRACKS.) 6lT NOR ,) 7. LIE SAFETY SRC PANEL CONSISTS Or O.D30• GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONC , m. SKEET 2 OF DRAWING. SCALE 3/32 -1• THIS PANEL Al1De7S ITSELF TO K REMOVED OR MSTAL.LEO FROM THE WSIDE OF STRUCTURE. J K SAFETY LEPER SHEET TOPOFIS DR COMPONENT .. PItIMINN', BE CSAFETY PAI PER TO 2 TRACK THIS K CON. 0A BOTTOM TRACK TO EP TI/KREI ✓� COMPOJIEM ®FNEE BE INSTALLED WALL OR FLOOR MOUNTED FOLIDWTNG SECTIONS I e `'ENSE '•••. 2 ON THK ET, AS WELL AS DVAAS 1 a 2 ON SHEET 14. �,= •J FLORIDA BUILDING CODE (Koh VNoaH Nu come Zone) 4. Mi.. LENGTH FDR CAIYPONEM b 15'. 3 Seem ANCHIA SPACalO FOR COMPONENT ®ANCHORAGE AT BOTTOM 6 GNEN ON i �• * wWo AMC. K 20 DACE GALVANIZED STEEL STORY PANEL SCNEDVLES a 2. SHEET , 4. 3 COMPONENT MAY K PERMANENT 00 REMOVABLE. _• ppeynSnAtt��F,..��e. 3. SEE DETAILS FOR INSTALLATION INTO WOOD PLANE BULDN7C5 ON SHEET ,5. :'9 •• 10 r' -- r^'^'a'J'I•>• arL oR `' �-� �ILTECOINc. AL PROTECIKIN TLC. 4�O,eaC'''O• • Nato sr J, BItQ/ • SEE SHEET ♦FOR oErAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF •, `•S DNA`• Vw w. Jla rwr ° A YiM NWFR. M-7 n• FAX ( 20-176 SPACERS AT TRACKS 16WALLED ADJACENT AND BEYOND TO STUCCO/NOOO &%40S. A•'tHl 71N1•VMN •,`-`• O.7 v�-.F>e N• . `��`I-,w VLS.)t•a-na0. FAX (IN)•w-wTST O �.. PL teAL/7WN1nw m/ n U-PaDeTN -"r ar aL,q A ILALT Jr. P.L rI W_ - ___. __- -_. _.- - _. - _.. _ MF. a N}a7 > - _ • _ .QI ,J p w I R■\■�i■■IR■�BNS IRB■■■B//11' �� MAXIMUM A.S.D. DESIGN PRESSURE RATING (II ■_f.) AND CORRESPONDING MAXIMUM PANEL LENGTH `I SCHEDULE (We41 ONLY FOR •(9 BISTALIARON 0 PER KCrM I ni 10. ON S/VM 4. S IS 6) Lm • OMTm w/ ,(a1-s0.,' 7S VS ! B•N>an M weww a IwnoM n PAWL WMI UYA.S�.�E�1�A.S.D. �E��RE�j����sfsf.)ANDCORRESPON�NG�YIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS 6l t Q INSTALLATIONS INTO EXISTING _ CONCRETE A CONCRETE BLOCK STRUCTURES t^w owy FOR PANGS Ii @ •ISrtLLAT10N5 As PER smincem I vFm 7. ON wErM 4 a 5) 70 TO To FLORIDA BUILDING CODE (Nigh Velocity Nu leans YoM No. 4167 "m° ftXw. Iron 20 GAGE OLVANI= STEEL STORY PANEL[ rP taw[ rrn S7 E o} § "`> Ti L E CLOW PROTECTION PRODUCTS. U.C. 01 wT� IiS� N >w •I am. er r r~ A a+." aPOoc (.7.Nr-Tsa. ra, (w•)taa-•nT 20-176 ryMN, p L C_.....- G•aeMil• a.. rrrr�To Far am~ Me, RALtm A n i.. P.L - e,m • N >t °�/a Aso. w P�inwlN iao'�r .tea -7sa Y-s' OR Erse a ,/s• IINBaTm , tlelu a • T Nab. -rJ4 >Y-0' ro •-e' W.. 17/a• uPeOU[D , I,r1u a A 7 .ae.o. -7aa >s`-s• ro „•-_• Va t In• • BJT�Do�wl'A°�•01N mom I/AKMN 47.0. asoN PRL561AK R•rINc (p. e) MAXIMUM A.S.D. DESIGN PRESSURE RATING (II ■_f.) AND CORRESPONDING MAXIMUM PANEL LENGTH `I SCHEDULE (We41 ONLY FOR •(9 BISTALIARON 0 PER KCrM I ni 10. ON S/VM 4. S IS 6) Lm • OMTm w/ ,(a1-s0.,' 7S VS ! B•N>an M weww a IwnoM n PAWL WMI UYA.S�.�E�1�A.S.D. �E��RE�j����sfsf.)ANDCORRESPON�NG�YIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS 6l t Q INSTALLATIONS INTO EXISTING _ CONCRETE A CONCRETE BLOCK STRUCTURES t^w owy FOR PANGS Ii @ •ISrtLLAT10N5 As PER smincem I vFm 7. ON wErM 4 a 5) 70 TO To FLORIDA BUILDING CODE (Nigh Velocity Nu leans YoM No. 4167 "m° ftXw. Iron 20 GAGE OLVANI= STEEL STORY PANEL[ rP taw[ rrn S7 E o} § "`> Ti L E CLOW PROTECTION PRODUCTS. U.C. 01 wT� IiS� N >w •I am. er r r~ A a+." aPOoc (.7.Nr-Tsa. ra, (w•)taa-•nT 20-176 ryMN, p L C_.....- G•aeMil• a.. rrrr�To Far am~ Me, RALtm A n i.. P.L - e,m • N >t °�/a Aso. w P�inwlN iao'�r .tea -7sa Y-s' OR Erse a ,/s• IINBaTm , tlelu a • T Nab. -rJ4 >Y-0' ro •-e' W.. 17/a• uPeOU[D , I,r1u a A 7 .ae.o. -7aa >s`-s• ro „•-_• Va t In• • BJT�Do�wl'A°�•01N mom I/AKMN 47.0. asoN PRL561AK R•rINc (p. e) I/AKMN 47.0. asoN PRL561AK R•rINc (p. e) .IaNIM ArIalORa WMC,10 FOR CO. - J ,/Y - -- AP•Yq/LL ro aorrlors f a ANY COIIaNATKIN a tld----}I WwawN wtL I L[NOM t' (N.) ..... rArw/ n Ir-cWr nNA-IN rwnleL rWrt o IwnNm wa ro toNCRnt BImNDaTt ro ooNCR[u °il'PW�t ro cDNrAETt III ro col,olc,t o � ro rnlcwa I mea� r •/A N/A N/M c Np A, (/DvlN/An/AE.] a• a' e' , (BOTTOM) e' ,1/A N/A M/A 6' N/A •' I M/A e' I N/A T (mp)-y Y N/A N/A N/A a' N/A ] (��) I aaa.a. -TEE 0o Ida4 ^0• - '-F N/A - M/A N/A M/A S. N/A a' __.,_ N/A 1 � --_ 6• ---a:_- N/A "- ] a . (TOP1 � Y-]' M tEsa a (•Ontl1) e. 0• N/A a• 1 a, !• 0• M/A N/A N/A a• N/A r M/A a• N/A T� •, 5. N/A N/A t- _ •: r (sonar I N/A N/A q t/J' a ,p• tt t/7• a,/•• a r/•' a ,p' • ,!: s I/s' s (70P/•OrTOV) 7tt WIKIB f0 A. I IaR AICIlT16 IIPa t SIrdC FEW I,LfMJA➢Y6 trl0 WOOD g111W BG•O,la la•aAM AIOQR S7oCINDS AI• YIIIYN mK aarHooL AR •BOMtO ON Tlee Sa[OUE NOe [D 1LE55 7NMN ratom rM 9aW0Y1[ AmIrLE NrJBR PMLTIID eY Ml4sPi.t'ND tPNc•N MO•M ON t0•WIY.AL a* 'HE rauawlNc rActoR7. IN il•a oPOlAtoll ro BE wBaIN,L, RLDUtm aPrLwlo OBTNIIFD uwPo M'r0• MIYL NOT RE M38 tlrN r•IWw SPACING NDrtrm VIA Drat ANCHOR tYM AT AHDNfNO LLawo, �� TR t/11 1/OP 1/•'• I/a1 1/1'• 1/a1 ,creel v ws Al17➢Iit uA-« IS, 'ros wauo AI �- ] J a , t ,/t J '•wweawr• iLww PU ] > J � J 1 - a VJ aYa Ea 1e,i BB1Ml1p wet■ ry• ae r - - - ee aaJ ,m q - • LEND eaArs BLoro w/ L MS .. ,/.• D.D. FOR P m s'-B• W. oR BI•-Io aE o OR IwriMAn PLEAT • ININ i In• m ,TIP•AKD ,•AKR id! ALL U)ID116 V I/r .a . s/a• Loth aRAu IIvaMNi 1 '-W/ 1/.'P-10rt• a1 VS • a 7/r OC L row-onIEInrNeuPros'-°•Noa ,/rnaLLQnRWros'-•'oR,oNwoJAnrowsoaR PAAInI•TI[ PLEA • ,J ,n' a c wml , �'I 1n Mn 7NRrA0FD RIlTRA,aP At W0wI0tM a C%IbYlee WOOD „IAn /Oo NL LowWB u► ro B'-e' Wmr 1218l��IdT1Q)y Sti1lE 3/e-/' mismi 40. team 7 to SKI ITI EXISTING ALT INSTALLATION DETAILS FOR REGULAR PANE)-�,(� Ill[ L� INTO WOOD STRUCTURES If �� -ee�fitsl•i TKND NDIOm �,'I� ' r17 i 1 I/r• I - r II IV E0i - 1 I , ( ' AI-TERNATIVE 1 W ALTERNATIVE 2W 3/1-1' SGl1 T/rt-,• SfE xrrmlAt ON ,r•tr e --- •OR W. S1tAATor - I 10 • 1 F01 I EO 4 �..1. I_ E°( a0 1 LDr ( FOI _ L.• a-.7 , `Nww°ouwcn - � i 1]NIL.• M { j 11 4 ai �°Nui • r +1. ;';;T•"•ir•' r�iw`Aoa',`• °rnai7wa'(oN ALTERw►TIVE 3w ERNATIVE aw • M,rlon• v rue srAtt ]�//C�,rae�L.,• sc/Bw�flyyt�l�•]/e-I' .LINT A4A11 alA' WRal1 1TIAY NOTE I STU iR IRK" NOT SYCINwiT 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A. S.0 DESIGN LOADS UP 10 +55.5, -72.0 PSF" AND PANEL'S LENGTH UP TO B'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFlC DENSITY OF D.55 OR EOUAI. �jOR COMBINATION OF SECTIONS-. TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION ANCHOR S) t/•' SEE $U a1T['RIOR PANEL E'rm PANEL ' ®� el]cawE I,ABMGAE I I L OR BRRECT IVDUNt gPk, w DETAIL 1 WALL IN��TION�PPllCAB�TOSCHEDU�1) MAXIMUM A.S.D. DESIGN PRESSURE RATING .■.ta AND Sf�LLG_L_1�.i�.WL.Bretl_����������LO�.. -11L2_ SPACING o to to AILING AT MO PAI>C1� snlos o EVERY• L7/fRUP (T2 I/2. 0. C ) 1° 110tD PANEL a/s' un (ertBE 0 - - - - s• MIA. (rJWE 4) o >• Ij I � 1 ' N7IEIBOIr PANEL ENO PANEL •�,•_p,DN 03 FOR ,•.; MAX �A �t'oB I DETAIL 2 FL�R�OINTING INSTA�TION (APPLC�LTO�CHED�L21 Si 3/Ir . r MAXIMUM A.S.D. DESIGN PRESSURE RATING (�L AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 11V' CBBIE oNLr TO �Tmle 1 r 1 aOlt,(Qrh,�s[i�FETY STORM PANEL SY6D]I.LY.SSWL1■ L )i2. W �A�S�a wCON Ir TJP-BRP ata-N RWaw7[ Towt a AwaMMt Rus aLLIIpNa P i MN.NGM awEL PRUBIM• m eallcA[I[ ro rnNc°It,i ro t7)ilolrre ro coorulL ro �° n cnwlw,nN uNBm -I• (n.) a.1, eIDOt COMORm ■DC: mllfJlrz Bloat WIIGLL'Tf elDn COMCR[YE etOCK O 7101 B' N/A N/A N/A B• N/A B' N/A 1 k 2 (TOP) 5$.0. -72.0 B• 9' B' B' B" I (BOTTOM) 5'-0' OR 1055 B• N/A N/A N/A B• N/A 6' N/A 6• N/A 1 a 2 (TOE') +65.D -72.0 5'-0' TO 7'-6' 9' S• B' 7 1/2' B' B' B" B' 1 (BORON) B N/A N/A N/A 6• N/A 8' N/A 6' N/A 1 B 2 (TOP) B' 4' B• 6' 6' B' B• 6' I (BOTTOM)76- To TO On LESS SEd1EIhN1 ! a : 6)JT2j;I,pQpE1S.AT BOTTOM Wt 112_ wA7a (7Rc • L/a• r, rwuN ,°P a AIYq rAt F (wD • r W. r,nr v v NrAq SAPP k MA"MUM PAN IN,taBJw TAPCON - r�twvJfATro LENGTH 1' (1 I, OF T1/EA1 N0.2 -GINS y y 4 1/2- 4 1/2- 2 (BOTTOM) T-e' IESS 4520 -BIND 3• 3' .• .• G (eo7rar) r-B• OR LESS +BSO -72.0 2 1/2' 7 1/2' .' ] 1/2' ] (BOTTOM) 7'-B" OR LESS +SS.D -710 2 1/7• 2 1/2' NIA N/A 2 (BOTTOM) T-B' W 0•-0• +SS.O -72.0 N/A N/A ]• 3' 2 (BORON) T-B• ro 6'-B• lrit•AIN ua fa•w rr IA,p IJ'lNN oRePR AVr 1' oaL1' FINE•+' MI16 (P.1.) tvU ro •Aw oIIWa10o EQ ED Cu MI VIM cu 0 SIGNED," 14 fQT 1s i011 AMb1oRs 7YA[ • earr•w MR MTALLAIIDt• INTO W000 1Ree[ OUID•I• •INFIRM NlC/gll !AC•161 MO INY1Y EDGE 06/ANCC AR IrerCAlfD ON Rrf 1LIWAAf. not [O. m MeN POCAILD ON SOWo1LL Rm11C[ ANTJGR YMJIID M ILLiPlt1M0 SPAOgO owlN ON Bt>ImULE BY rII[ i1WLDWNo FACTa6. I'OR 71rW nPDuawll ro K POSrBIL wollom sPAowc omA/Ro uBBa rAC1ol1 sILMt NOT K L07 THAN tlW,1eA1 W'ArJNo INDICATED /a EACH ANCIOR TYPE AT ANC/ton LmOQ A10ew lIPB _,/{•• 1/4� �I .,�SI� 1/A•o _-_1/A'. WmN OI VEIL '^"• ONl-11 ,a "NWn alWrr ) a J > a t ,ry P.a erl '- - � �I > J a Ip i j�e- IOIK iA OBt �� 11101■ , Fry• J4 Je _ _ y ,m 1m m u MAXIMUM A.S.D. DESIGN PRESSURE RATING . R.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS n & ®INSTALLATIONS INTO 1(ISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAl1EL3 ! CAi INSTALUTIONS AS PER SECTION 1 TNRU 10. ON SFIF£r6 4. S ! B) MAn1Aa1 • LEND eaArs BLoro w/ L MS .. ,/.• D.D. FOR P m s'-B• W. oR BI•-Io aE o OR IwriMAn PLEAT • ININ i In• m ,TIP•AKD ,•AKR id! ALL U)ID116 V I/r .a . s/a• Loth aRAu IIvaMNi 1 '-W/ 1/.'P-10rt• a1 VS • a 7/r OC L row-onIEInrNeuPros'-°•Noa ,/rnaLLQnRWros'-•'oR,oNwoJAnrowsoaR PAAInI•TI[ PLEA • ,J ,n' a c wml , �'I 1n Mn 7NRrA0FD RIlTRA,aP At W0wI0tM a C%IbYlee WOOD „IAn /Oo NL LowWB u► ro B'-e' Wmr 1218l��IdT1Q)y Sti1lE 3/e-/' mismi 40. team 7 to SKI ITI EXISTING ALT INSTALLATION DETAILS FOR REGULAR PANE)-�,(� Ill[ L� INTO WOOD STRUCTURES If �� -ee�fitsl•i TKND NDIOm �,'I� ' r17 i 1 I/r• I - r II IV E0i - 1 I , ( ' AI-TERNATIVE 1 W ALTERNATIVE 2W 3/1-1' SGl1 T/rt-,• SfE xrrmlAt ON ,r•tr e --- •OR W. S1tAATor - I 10 • 1 F01 I EO 4 �..1. I_ E°( a0 1 LDr ( FOI _ L.• a-.7 , `Nww°ouwcn - � i 1]NIL.• M { j 11 4 ai �°Nui • r +1. ;';;T•"•ir•' r�iw`Aoa',`• °rnai7wa'(oN ALTERw►TIVE 3w ERNATIVE aw • M,rlon• v rue srAtt ]�//C�,rae�L.,• sc/Bw�flyyt�l�•]/e-I' .LINT A4A11 alA' WRal1 1TIAY NOTE I STU iR IRK" NOT SYCINwiT 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A. S.0 DESIGN LOADS UP 10 +55.5, -72.0 PSF" AND PANEL'S LENGTH UP TO B'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFlC DENSITY OF D.55 OR EOUAI. �jOR COMBINATION OF SECTIONS-. TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION ANCHOR S) t/•' SEE $U a1T['RIOR PANEL E'rm PANEL ' ®� el]cawE I,ABMGAE I I L OR BRRECT IVDUNt gPk, w DETAIL 1 WALL IN��TION�PPllCAB�TOSCHEDU�1) MAXIMUM A.S.D. DESIGN PRESSURE RATING .■.ta AND Sf�LLG_L_1�.i�.WL.Bretl_����������LO�.. -11L2_ SPACING o to to AILING AT MO PAI>C1� snlos o EVERY• L7/fRUP (T2 I/2. 0. C ) 1° 110tD PANEL a/s' un (ertBE 0 - - - - s• MIA. (rJWE 4) o >• Ij I � 1 ' N7IEIBOIr PANEL ENO PANEL •�,•_p,DN 03 FOR ,•.; MAX �A �t'oB I DETAIL 2 FL�R�OINTING INSTA�TION (APPLC�LTO�CHED�L21 Si 3/Ir . r MAXIMUM A.S.D. DESIGN PRESSURE RATING (�L AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 11V' CBBIE oNLr TO �Tmle 1 r 1 aOlt,(Qrh,�s[i�FETY STORM PANEL SY6D]I.LY.SSWL1■ L )i2. W �A�S�a wCON Ir TJP-BRP ata-N RWaw7[ Towt a AwaMMt Rus aLLIIpNa P i MN.NGM awEL PRUBIM• m eallcA[I[ ro rnNc°It,i ro t7)ilolrre ro coorulL ro �° n cnwlw,nN uNBm -I• (n.) a.1, eIDOt COMORm ■DC: mllfJlrz Bloat WIIGLL'Tf elDn COMCR[YE etOCK O 7101 B' N/A N/A N/A B• N/A B' N/A 1 k 2 (TOP) 5$.0. -72.0 B• 9' B' B' B" I (BOTTOM) 5'-0' OR 1055 B• N/A N/A N/A B• N/A 6' N/A 6• N/A 1 a 2 (TOE') +65.D -72.0 5'-0' TO 7'-6' 9' S• B' 7 1/2' B' B' B" B' 1 (BORON) B N/A N/A N/A 6• N/A 8' N/A 6' N/A 1 B 2 (TOP) B' 4' B• 6' 6' B' B• 6' I (BOTTOM)76- To TO On LESS SEd1EIhN1 ! a : 6)JT2j;I,pQpE1S.AT BOTTOM Wt 112_ wA7a (7Rc • L/a• r, rwuN ,°P a AIYq rAt F (wD • r W. r,nr v v NrAq SAPP k MA"MUM PAN IN,taBJw TAPCON - r�twvJfATro LENGTH 1' (1 I, OF T1/EA1 N0.2 -GINS y y 4 1/2- 4 1/2- 2 (BOTTOM) T-e' IESS 4520 -BIND 3• 3' .• .• G (eo7rar) r-B• OR LESS +BSO -72.0 2 1/2' 7 1/2' .' ] 1/2' ] (BOTTOM) 7'-B" OR LESS +SS.D -710 2 1/7• 2 1/2' NIA N/A 2 (BOTTOM) T-B' W 0•-0• +SS.O -72.0 N/A N/A ]• 3' 2 (BORON) T-B• ro 6'-B• lrit•AIN ua fa•w rr IA,p IJ'lNN oRePR AVr 1' oaL1' FINE•+' MI16 (P.1.) tvU ro •Aw oIIWa10o EQ ED Cu MI VIM cu 0 SIGNED," 14 fQT 1s i011 AMb1oRs 7YA[ • earr•w MR MTALLAIIDt• INTO W000 1Ree[ OUID•I• •INFIRM NlC/gll !AC•161 MO INY1Y EDGE 06/ANCC AR IrerCAlfD ON Rrf 1LIWAAf. not [O. m MeN POCAILD ON SOWo1LL Rm11C[ ANTJGR YMJIID M ILLiPlt1M0 SPAOgO owlN ON Bt>ImULE BY rII[ i1WLDWNo FACTa6. I'OR 71rW nPDuawll ro K POSrBIL wollom sPAowc omA/Ro uBBa rAC1ol1 sILMt NOT K L07 THAN tlW,1eA1 W'ArJNo INDICATED /a EACH ANCIOR TYPE AT ANC/ton LmOQ A10ew lIPB _,/{•• 1/4� �I .,�SI� 1/A•o _-_1/A'. WmN OI VEIL '^"• ONl-11 ,a "NWn alWrr ) a J > a t ,ry P.a erl '- - � �I > J a Ip i j�e- IOIK iA OBt �� 11101■ , Fry• J4 Je _ _ y ,m 1m m u MAXIMUM A.S.D. DESIGN PRESSURE RATING . R.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS n & ®INSTALLATIONS INTO 1(ISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAl1EL3 ! CAi INSTALUTIONS AS PER SECTION 1 TNRU 10. ON SFIF£r6 4. S ! B) MAn1Aa1 INSTALLATION DETAILS FOR REGULAR PANE)-�,(� Ill[ L� INTO WOOD STRUCTURES If �� -ee�fitsl•i TKND NDIOm �,'I� ' r17 i 1 I/r• I - r II IV E0i - 1 I , ( ' AI-TERNATIVE 1 W ALTERNATIVE 2W 3/1-1' SGl1 T/rt-,• SfE xrrmlAt ON ,r•tr e --- •OR W. S1tAATor - I 10 • 1 F01 I EO 4 �..1. I_ E°( a0 1 LDr ( FOI _ L.• a-.7 , `Nww°ouwcn - � i 1]NIL.• M { j 11 4 ai �°Nui • r +1. ;';;T•"•ir•' r�iw`Aoa',`• °rnai7wa'(oN ALTERw►TIVE 3w ERNATIVE aw • M,rlon• v rue srAtt ]�//C�,rae�L.,• sc/Bw�flyyt�l�•]/e-I' .LINT A4A11 alA' WRal1 1TIAY NOTE I STU iR IRK" NOT SYCINwiT 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A. S.0 DESIGN LOADS UP 10 +55.5, -72.0 PSF" AND PANEL'S LENGTH UP TO B'-8' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2. W/ SPECIFlC DENSITY OF D.55 OR EOUAI. �jOR COMBINATION OF SECTIONS-. TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION ANCHOR S) t/•' SEE $U a1T['RIOR PANEL E'rm PANEL ' ®� el]cawE I,ABMGAE I I L OR BRRECT IVDUNt gPk, w DETAIL 1 WALL IN��TION�PPllCAB�TOSCHEDU�1) MAXIMUM A.S.D. DESIGN PRESSURE RATING .■.ta AND Sf�LLG_L_1�.i�.WL.Bretl_����������LO�.. -11L2_ SPACING o to to AILING AT MO PAI>C1� snlos o EVERY• L7/fRUP (T2 I/2. 0. C ) 1° 110tD PANEL a/s' un (ertBE 0 - - - - s• MIA. (rJWE 4) o >• Ij I � 1 ' N7IEIBOIr PANEL ENO PANEL •�,•_p,DN 03 FOR ,•.; MAX �A �t'oB I DETAIL 2 FL�R�OINTING INSTA�TION (APPLC�LTO�CHED�L21 Si 3/Ir . r MAXIMUM A.S.D. DESIGN PRESSURE RATING (�L AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 11V' CBBIE oNLr TO �Tmle 1 r 1 aOlt,(Qrh,�s[i�FETY STORM PANEL SY6D]I.LY.SSWL1■ L )i2. W �A�S�a wCON Ir TJP-BRP ata-N RWaw7[ Towt a AwaMMt Rus aLLIIpNa P i MN.NGM awEL PRUBIM• m eallcA[I[ ro rnNc°It,i ro t7)ilolrre ro coorulL ro �° n cnwlw,nN uNBm -I• (n.) a.1, eIDOt COMORm ■DC: mllfJlrz Bloat WIIGLL'Tf elDn COMCR[YE etOCK O 7101 B' N/A N/A N/A B• N/A B' N/A 1 k 2 (TOP) 5$.0. -72.0 B• 9' B' B' B" I (BOTTOM) 5'-0' OR 1055 B• N/A N/A N/A B• N/A 6' N/A 6• N/A 1 a 2 (TOE') +65.D -72.0 5'-0' TO 7'-6' 9' S• B' 7 1/2' B' B' B" B' 1 (BORON) B N/A N/A N/A 6• N/A 8' N/A 6' N/A 1 B 2 (TOP) B' 4' B• 6' 6' B' B• 6' I (BOTTOM)76- To TO On LESS SEd1EIhN1 ! a : 6)JT2j;I,pQpE1S.AT BOTTOM Wt 112_ wA7a (7Rc • L/a• r, rwuN ,°P a AIYq rAt F (wD • r W. r,nr v v NrAq SAPP k MA"MUM PAN IN,taBJw TAPCON - r�twvJfATro LENGTH 1' (1 I, OF T1/EA1 N0.2 -GINS y y 4 1/2- 4 1/2- 2 (BOTTOM) T-e' IESS 4520 -BIND 3• 3' .• .• G (eo7rar) r-B• OR LESS +BSO -72.0 2 1/2' 7 1/2' .' ] 1/2' ] (BOTTOM) 7'-B" OR LESS +SS.D -710 2 1/7• 2 1/2' NIA N/A 2 (BOTTOM) T-B' W 0•-0• +SS.O -72.0 N/A N/A ]• 3' 2 (BORON) T-B• ro 6'-B• lrit•AIN ua fa•w rr IA,p IJ'lNN oRePR AVr 1' oaL1' FINE•+' MI16 (P.1.) tvU ro •Aw oIIWa10o EQ ED Cu MI VIM cu 0 SIGNED," 14 fQT 1s i011 AMb1oRs 7YA[ • earr•w MR MTALLAIIDt• INTO W000 1Ree[ OUID•I• •INFIRM NlC/gll !AC•161 MO INY1Y EDGE 06/ANCC AR IrerCAlfD ON Rrf 1LIWAAf. not [O. m MeN POCAILD ON SOWo1LL Rm11C[ ANTJGR YMJIID M ILLiPlt1M0 SPAOgO owlN ON Bt>ImULE BY rII[ i1WLDWNo FACTa6. I'OR 71rW nPDuawll ro K POSrBIL wollom sPAowc omA/Ro uBBa rAC1ol1 sILMt NOT K L07 THAN tlW,1eA1 W'ArJNo INDICATED /a EACH ANCIOR TYPE AT ANC/ton LmOQ A10ew lIPB _,/{•• 1/4� �I .,�SI� 1/A•o _-_1/A'. WmN OI VEIL '^"• ONl-11 ,a "NWn alWrr ) a J > a t ,ry P.a erl '- - � �I > J a Ip i j�e- IOIK iA OBt �� 11101■ , Fry• J4 Je _ _ y ,m 1m m u MAXIMUM A.S.D. DESIGN PRESSURE RATING . R.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS n & ®INSTALLATIONS INTO 1(ISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAl1EL3 ! CAi INSTALUTIONS AS PER SECTION 1 TNRU 10. ON SFIF£r6 4. S ! B) MAn1Aa1 W �A�S�a wCON Ir TJP-BRP ata-N RWaw7[ Towt a AwaMMt Rus aLLIIpNa P i MN.NGM awEL PRUBIM• m eallcA[I[ ro rnNc°It,i ro t7)ilolrre ro coorulL ro �° n cnwlw,nN uNBm -I• (n.) a.1, eIDOt COMORm ■DC: mllfJlrz Bloat WIIGLL'Tf elDn COMCR[YE etOCK O 7101 B' N/A N/A N/A B• N/A B' N/A 1 k 2 (TOP) 5$.0. -72.0 B• 9' B' B' B" I (BOTTOM) 5'-0' OR 1055 B• N/A N/A N/A B• N/A 6' N/A 6• N/A 1 a 2 (TOE') +65.D -72.0 5'-0' TO 7'-6' 9' S• B' 7 1/2' B' B' B" B' 1 (BORON) B N/A N/A N/A 6• N/A 8' N/A 6' N/A 1 B 2 (TOP) B' 4' B• 6' 6' B' B• 6' I (BOTTOM)76- To TO On LESS SEd1EIhN1 ! a : 6)JT2j;I,pQpE1S.AT BOTTOM Wt 112_ wA7a (7Rc • L/a• r, rwuN ,°P a AIYq rAt F (wD • r W. r,nr v v NrAq SAPP k MA"MUM PAN IN,taBJw TAPCON - r�twvJfATro LENGTH 1' (1 I, OF T1/EA1 N0.2 -GINS y y 4 1/2- 4 1/2- 2 (BOTTOM) T-e' IESS 4520 -BIND 3• 3' .• .• G (eo7rar) r-B• OR LESS +BSO -72.0 2 1/2' 7 1/2' .' ] 1/2' ] (BOTTOM) 7'-B" OR LESS +SS.D -710 2 1/7• 2 1/2' NIA N/A 2 (BOTTOM) T-B' W 0•-0• +SS.O -72.0 N/A N/A ]• 3' 2 (BORON) T-B• ro 6'-B• lrit•AIN ua fa•w rr IA,p IJ'lNN oRePR AVr 1' oaL1' FINE•+' MI16 (P.1.) tvU ro •Aw oIIWa10o EQ ED Cu MI VIM cu 0 SIGNED," 14 fQT 1s i011 AMb1oRs 7YA[ • earr•w MR MTALLAIIDt• INTO W000 1Ree[ OUID•I• •INFIRM NlC/gll !AC•161 MO INY1Y EDGE 06/ANCC AR IrerCAlfD ON Rrf 1LIWAAf. not [O. m MeN POCAILD ON SOWo1LL Rm11C[ ANTJGR YMJIID M ILLiPlt1M0 SPAOgO owlN ON Bt>ImULE BY rII[ i1WLDWNo FACTa6. I'OR 71rW nPDuawll ro K POSrBIL wollom sPAowc omA/Ro uBBa rAC1ol1 sILMt NOT K L07 THAN tlW,1eA1 W'ArJNo INDICATED /a EACH ANCIOR TYPE AT ANC/ton LmOQ A10ew lIPB _,/{•• 1/4� �I .,�SI� 1/A•o _-_1/A'. WmN OI VEIL '^"• ONl-11 ,a "NWn alWrr ) a J > a t ,ry P.a erl '- - � �I > J a Ip i j�e- IOIK iA OBt �� 11101■ , Fry• J4 Je _ _ y ,m 1m m u MAXIMUM A.S.D. DESIGN PRESSURE RATING . R.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS n & ®INSTALLATIONS INTO 1(ISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAl1EL3 ! CAi INSTALUTIONS AS PER SECTION 1 TNRU 10. ON SFIF£r6 4. S ! B) MAn1Aa1 SEd1EIhN1 ! a : 6)JT2j;I,pQpE1S.AT BOTTOM Wt 112_ wA7a (7Rc • L/a• r, rwuN ,°P a AIYq rAt F (wD • r W. r,nr v v NrAq SAPP k MA"MUM PAN IN,taBJw TAPCON - r�twvJfATro LENGTH 1' (1 I, OF T1/EA1 N0.2 -GINS y y 4 1/2- 4 1/2- 2 (BOTTOM) T-e' IESS 4520 -BIND 3• 3' .• .• G (eo7rar) r-B• OR LESS +BSO -72.0 2 1/2' 7 1/2' .' ] 1/2' ] (BOTTOM) 7'-B" OR LESS +SS.D -710 2 1/7• 2 1/2' NIA N/A 2 (BOTTOM) T-B' W 0•-0• +SS.O -72.0 N/A N/A ]• 3' 2 (BORON) T-B• ro 6'-B• lrit•AIN ua fa•w rr IA,p IJ'lNN oRePR AVr 1' oaL1' FINE•+' MI16 (P.1.) tvU ro •Aw oIIWa10o EQ ED Cu MI VIM cu 0 SIGNED," 14 fQT 1s i011 AMb1oRs 7YA[ • earr•w MR MTALLAIIDt• INTO W000 1Ree[ OUID•I• •INFIRM NlC/gll !AC•161 MO INY1Y EDGE 06/ANCC AR IrerCAlfD ON Rrf 1LIWAAf. not [O. m MeN POCAILD ON SOWo1LL Rm11C[ ANTJGR YMJIID M ILLiPlt1M0 SPAOgO owlN ON Bt>ImULE BY rII[ i1WLDWNo FACTa6. I'OR 71rW nPDuawll ro K POSrBIL wollom sPAowc omA/Ro uBBa rAC1ol1 sILMt NOT K L07 THAN tlW,1eA1 W'ArJNo INDICATED /a EACH ANCIOR TYPE AT ANC/ton LmOQ A10ew lIPB _,/{•• 1/4� �I .,�SI� 1/A•o _-_1/A'. WmN OI VEIL '^"• ONl-11 ,a "NWn alWrr ) a J > a t ,ry P.a erl '- - � �I > J a Ip i j�e- IOIK iA OBt �� 11101■ , Fry• J4 Je _ _ y ,m 1m m u MAXIMUM A.S.D. DESIGN PRESSURE RATING . R.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS n & ®INSTALLATIONS INTO 1(ISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAl1EL3 ! CAi INSTALUTIONS AS PER SECTION 1 TNRU 10. ON SFIF£r6 4. S ! B) MAn1Aa1 lrit•AIN ua fa•w rr IA,p IJ'lNN oRePR AVr 1' oaL1' FINE•+' MI16 (P.1.) tvU ro •Aw oIIWa10o EQ ED Cu MI VIM cu 0 SIGNED," 14 fQT 1s i011 AMb1oRs 7YA[ • earr•w MR MTALLAIIDt• INTO W000 1Ree[ OUID•I• •INFIRM NlC/gll !AC•161 MO INY1Y EDGE 06/ANCC AR IrerCAlfD ON Rrf 1LIWAAf. not [O. m MeN POCAILD ON SOWo1LL Rm11C[ ANTJGR YMJIID M ILLiPlt1M0 SPAOgO owlN ON Bt>ImULE BY rII[ i1WLDWNo FACTa6. I'OR 71rW nPDuawll ro K POSrBIL wollom sPAowc omA/Ro uBBa rAC1ol1 sILMt NOT K L07 THAN tlW,1eA1 W'ArJNo INDICATED /a EACH ANCIOR TYPE AT ANC/ton LmOQ A10ew lIPB _,/{•• 1/4� �I .,�SI� 1/A•o _-_1/A'. WmN OI VEIL '^"• ONl-11 ,a "NWn alWrr ) a J > a t ,ry P.a erl '- - � �I > J a Ip i j�e- IOIK iA OBt �� 11101■ , Fry• J4 Je _ _ y ,m 1m m u MAXIMUM A.S.D. DESIGN PRESSURE RATING . R.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS n & ®INSTALLATIONS INTO 1(ISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAl1EL3 ! CAi INSTALUTIONS AS PER SECTION 1 TNRU 10. ON SFIF£r6 4. S ! B) MAn1Aa1 14 fQT 1s i011 AMb1oRs 7YA[ • earr•w MR MTALLAIIDt• INTO W000 1Ree[ OUID•I• •INFIRM NlC/gll !AC•161 MO INY1Y EDGE 06/ANCC AR IrerCAlfD ON Rrf 1LIWAAf. not [O. m MeN POCAILD ON SOWo1LL Rm11C[ ANTJGR YMJIID M ILLiPlt1M0 SPAOgO owlN ON Bt>ImULE BY rII[ i1WLDWNo FACTa6. I'OR 71rW nPDuawll ro K POSrBIL wollom sPAowc omA/Ro uBBa rAC1ol1 sILMt NOT K L07 THAN tlW,1eA1 W'ArJNo INDICATED /a EACH ANCIOR TYPE AT ANC/ton LmOQ A10ew lIPB _,/{•• 1/4� �I .,�SI� 1/A•o _-_1/A'. WmN OI VEIL '^"• ONl-11 ,a "NWn alWrr ) a J > a t ,ry P.a erl '- - � �I > J a Ip i j�e- IOIK iA OBt �� 11101■ , Fry• J4 Je _ _ y ,m 1m m u MAXIMUM A.S.D. DESIGN PRESSURE RATING . R.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS n & ®INSTALLATIONS INTO 1(ISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAl1EL3 ! CAi INSTALUTIONS AS PER SECTION 1 TNRU 10. ON SFIF£r6 4. S ! B) MAn1Aa1 MAXIMUM A.S.D. DESIGN PRESSURE RATING . R.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS n & ®INSTALLATIONS INTO 1(ISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PAl1EL3 ! CAi INSTALUTIONS AS PER SECTION 1 TNRU 10. ON SFIF£r6 4. S ! B) MAn1Aa1 WlKraw AroaRB BIWC•q FOR tn. - ] 1/7' « Aso Deslo•1 rArcOl/ a NAP -ow eA1J1-AI PNI[LwrF rTyw.t n PunNATL_nus fnuo at7 1a:CrONS // • ItAlel11N1 PAWL �� RATNIc EARL) m 17011rAE4 ro COMCI[iC BLOCK _ ro coR[IRt[ m OO•CRLti BLOCK m OOIKJKTE __ 7p OOIIdRTI: (lObf TD 1>ONORPi[ TO CONCACIE BLOGt -.- TO CONCRETt m CaNCW[TC BLOCK To OONGCI[ ro CONCRETE eEOCK AM' wWBelAnoN a tIWM LENGM t' (R.) B' N/A N/A 8' N/A 6• N/A 6• N/A N/A N/A 1 (LOP) _N/A 6' N/A N/A N/A 6' N/A B' N/A -N/A I (TOP) B' N/A N/A { N/A 0' N/A S' N/A 6• N/A N/A 2 (BOTTt7Y) 55.5, -TLO 6' N/A N/A N/A B' N/A B' N/A e' N/A N/A � _.. N/A 3 a { (TOP) »'-5' TO B'-B' OR LESS B. ;• -- N/A N/A 6" 6' 6• B• - 0'-.. N/A N/A 3 (W1T0M) 6" N/A N/A N/A 6' N/A 8• N/A 6' N/A N/A N/A 7 (TOP) B' 4' N/A N/A B' a' 6' B• 6 1/4' 6' d• N/A N/A ♦ • 7 (BOTTOM) N/A N/A ,I 1/2' 4...6 1/4' 17 1/2' B 1/4' B 1/.' 6 1/4' I 0 I/4" N/A N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2' I B 1/4' 12 '/2' B 1/4- 6 t/4' 6 1/4' 0 1/4" 6 1/4' N/A I N/A 6 (TOP/BOTTOM) 6'-3' TO 11'-2' 55.0. -72.0 B 1/4' N/A 6 1/4' N/A 6 1/4' 6 1/4• 0 I/1' 6 1/4' N/A N/A 6 (TOP/BOTTOM) >e'-•' TO II•-2• N/A N/A N/A N/A M/A N/A N/A N/A B 1/a' �6 t/.• 0 I/.' 0 1/4' B, S, 10 (TOP) � -IB D 6• .• N/A N/A N/A N/A N/A N/A 6' 1 B' B 1/4' 6 1/4 B (BOTTOM) OR UL95 - 6' ♦' -. N/A ---_ N/A N/A N/A N/A _- N/A B' B' 6 1/4' B 1/4' 9 (BOTTOM) 72'-4' OR LESS yN/A N/A N/A NIA N/AN/A 8.1/4�_.- 6 1/I' 6 1/4' ... ._6 I/1• 70 (flfRTOY) >II >S6LTL 10. II AND it WR Al1Og16 11'P[ a Shep'IG FOR PLSTAW1gl/I INTO FOOD PRMIE BWDIa MNMIM ANPgII 5►ICp103 AND Mr4MlY E00[ DQ7AMC[ ARE IIOIrI7FD ON IINJ 9C1®IR6 FOR CD. IDS TII>N wOrwtED ON SCI[011IF R1'WC[ ANC7rOR 7as,Nc M IKAT,RTLND SPrCNPIT s,lowN ON SC7111i W THE rpllOwllp IACPORe. NOR 1101111 OPOMT,aI TO K /'OSSIwt. AEDUCm ePAca/O tNRApED utINO +ACroR SNNL NOT RE 1E37 tlrN eMARN SPACING I710rwTm IOII UOn AMCNOR M'( AT AIKAIORa LEDDID. tNL7A tMc 1(4} T/a'•. .. 1/4•• 1/41 1/41• 41 rAPow OF w-w ° f4Llt-IN IOLID31 o•. MWlga /roq PJ J J � > a ,n t -f •••Iw orr4Rv (m.7 T ] 1 J -.. , 1/> I�h�-ne••V AEtK EL OEEt alBBseq I Ili T O R Im Im r.ao INSTALLATION DETAILS FOR REGULAR PANELS n k its INTO EXISTING WOOD STRUCTURES 11 ' 11 14-10 PA/InArlrz PLUS Ill 1a-10 PANEWrz PanMIF IIIs-10 ►A)AI,PLUS y -� 6 1/4' O.C. w/ 1 7/9' it � e 1 .• o.c. w/ 1 7/s• - i rtwtAom PAI7LIMM7N m m PENETRATION m w000 rIDLOp1 11•IrAO(D 710N To I it EXISTING woao MIOER I I E16T,N6 worn WADES C74SiMC W000 NtAOSA ' •A1n fR0 • ' [la, Arm • /A it BBF s1110 • e ,H• at. • r/r os 111 I I a ,p• o.r WOOD NEAOEw a� wood HEADER ]•1' R60UrRD`. ;.• MA. I ; ® RCONRCU �I. �•` ' _� '' Mn III 7Et SCHEDULE ON ', I SEEaowdA[ Dw I to f01fD4aL Dw .axr a I(. Dow fwm IFFDR rr. ral W. flMMiNN' I r W Mn. 5,1ARA1pN TO •IAIw ro alArs � o a1A¢ 1 ` N01T t) (SET Mow. PANE) llNli'l,• T,' SS ( MP.. PANEL LENGTPANEL HN r/•1-PtSEE ,/•1]O,I,• ti I (•.rF wOTCL ICnI Y 6 r/ I/eY . � eu •/ T/w'.. Z I IF, iJE:wI �w � � ' I 'jLmia""°aa r► �+' � _ I L -'lam Pwau �� � - I JJ JJ CU I i j I • YAAY MN IwMaR ' CO. 617n eluD • I _ • tJ ,/C• oc I wa Mn • D. _ �„_ i f 1 j tjo 1 1 ; �° I a•. LAo 7c11ElIe . r.s• wooD PLATE � !� :•..• WOW _PNrz I s'.+• py,)t RtDInRtD - _ - f I.-,o vANtLMAa nus REouRm I �. REoua1ED . 'f 3 a' o °Pe iY"w/NTION7ie• � I wa�wo a ATE NO wmH a RATE 7/aY III sCAPYS w - 1 dsSttyLIoppc�r.sT,acc11[o w/ tuft [iRAT�it)N , .. • AT elAwiDtN OF vUrz BGLC -1/2-11 low DDIF3: 1. INSTALIATIONS FOR ALTERNATIVES BW. Sw A IOW ONLY VAUO FOR BUILDINGS WITHAS.D. DESIGN LARDS UP TD +4 3.0. -44.0 DI AND PANEL'S LENCTN LIP TO 12'-4' 2. FOR NEW WOOD FRANC CONSTRUCTIONWOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF 0.59 OR COUAL. NOTE FOR COMBINATION OF SECTIONS, TOP t BOTTOM MOUNrINCS CAN 8C COMBINED M IFFY WAY 1D SU ANY INSTALLATION. CODE ^W W N W U r0 � Q c O C CIO d. . O O � O � `v O Q 7 W cJ �' c •o to � c a. . N tO C'J N O A ate+ rs w p/ at c CO Q> Cl �•J u 4 c E �o G. (J (11 - -- 3• VA., 1- MIN. D.M.ord...�- . --- _ -. 0 1I4 0 0 0 0 0 I 0 _77J�'�,� i"__"__- 1 T_ -II1 I I I i I II ANCHORS (SEE SECTIONS ON SHEi?S 17. 18, 19 It 20) f*3A/17, 4A/17, 6A/1R in/17. 40/17. 34/1t. WN/19, 7AI A 8AW/20 r*M/It, 71W/I9 It BMI/20 3- MAX. 1' MIN- I �I, l!C WET+' 9QrY P *L �i 1, �11i DR 1 !O �N R(wu. O IMKI I tmylAR ifpw, Min ' , i ___ - v ..'.F. I'..-10.1' S1. Y1 � I .... - MAX `I I .�•• I i -6an R/>/aY . 3/u• f �"� I I ��11 PANEL LENGTH MAR wt�r AT I (SE[ SCHEDULE) &I ',' , _;D_ I ((��(( D.M..(Ro* L _ t _ � t I -G`N•'1°- wf ,lR 4lQT A woo AWN, "`�A° 3. H A 3A/,7, WET..RATS. mp7. 4B/t7. 5e/1e, 3. 4N1. I' MN. YW/U. 7AW/19 • MW/70 I7�BiQE ee11/11. 71W/n A e6w/20 1- YIN - - ---- . ANCHORS (SET Sr'CTIONS ON SHEETS 17. 18, 19 A 20) . OPTION jf2 FOR LIFE SAFETY STORM PANEL_.1_ ELEVATIQN SEAL 3/16'-,- ,/A• I.AL w .0-® OK-K ria['N'M }une.mY �'-@ --t 1 141A ..-wu.•.... +`. .pveaE+•.•.., r..�• ..... •- - :...+.. .. .. . ' -, ..... ...r:- u_.:ss ss,ri.a.r.-:a'fe .+ J •• EXIERIOR . O ► ;i i is ► • :►I SECTION A SCALE 3/16'-1- M,a A.111`.rN,,"+ ,S3P���VCENSF/f 9''. .. N0.44167 `: *; * :* MAXIMUM A.S.0 Mox. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) RATING (p.B.f.) (SEE SECTIONS) TO GLASS CONDITION r55.0. -72.0 81-8" 2 3/4` UNBOLTED -11 PL RA./LOM,WC/WTE FLORIDA BUILDING CODE (High Velocity Hurricane Zone s102a nnoo, PK 20 GAGE GALVANIZED STEEL STORM PANEL I F,° , BY, III,GLOBAL PROTECTION PRODUCTS, L"� LC. 1"1L E-T C0IM�. I w t�rl -F rRD,NEr co4:C- '�o.I.E. iL m3l, > aH. Ww4...A ...1. KR t.N)w-,S.a FA (IIHlw-ent, 20-176 - yl.n-rW - ("`a_-, _ DAL.. w uI-and>t. RALI[II A "LlR J,, IL MET ,F or J, f KIIB INSTALLATION DETAIL5 FQR OPTION #2 FQR LIFE _SAFETY ST RM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1;4' TAPCON ANG45" 1/.' TAPCON ANOINS 1;4' TAPCON ANCHORS __ //.• TEAROOM AN tm 6 B'oc. O e-ox. i9'OC r IN Ole Ar, POURED CONCRETE- POURED CONCRETE POURED CONCPETC t7�POURL:I CONCRETE OR CONCRETE OR CONCTRETF OR CONCRETE OH CONCRETE ", BIDCK REOUGLFO ." t.1 ^ - BLOL'K REQUIRED { ' _ BLOCK REQUIRED BLOCK REWINEo I __ - � A..- .... E.D.• 1 I FA• I��'1rc--,: _11 Ye. ED• L.' I COAT. I CONE. I ON, I I l-., I I eP.mm W - .. 1J i N. RDrMnw KI .0 r M+w Riga VV" - I- _.._ , La I w 0gb1 o- 9 ; a -- IPA Ig - 'I �I o •m IUD ; •u, IUD I .,m w W IE'AASS UA EutIR�• A" ' 7 P CsNFiJ I I S I , '�y d A OLASt I. ibt ; �. '.. I A , . I . I I S i _ i 4. .P III . . .r l; I j pFWs I . I . . 1-ii - . I I S, , I d a�V�ew'%i/eY __ I I 11 I W .a r1'wl' ._ IQ av"KIeLA'P'" �.. 1ij I I T.., *PNKM �� _1_ -� I TIN --T I ( 7 I Eiar' aaAr )1 fi lii 1 I I I I �jL I 1-..-�,11,,� - �- - I I I MI i COO- . I I t. CCOOIO, CtA1T I N . ' a 6. rI A.I//11 1ND•L-� ED• '�Eo.• r Lu. II11 E-J - I+/I' 1�4IF-IW .^S,5 VS W/ • 1 ay_2a3/4•S.s Ns N/ \ 1 - 7/e^..3/]I Rena NUT WASNEII I �.Y/a•R,3/3a^ w+Rc NUT WASHER .,. 7/6'. • 3/32' RING NUT �/ . 3/32- WING w 12 1/2• ox •', (BEYOND) WASHER • 12 1/2. O.0 --`_ NUT WASHER (arm"") I/, 1. I- ARGON ANCHORS 1 4' TAPCON ANCHORS I/4' ?APCON AMGHORS I 1/.' TAPfoN _4 4 112. O.0 _ -..� 4 1/2- O.C. -O 4 1/2' a .... ..-ANp10R3 (6TAQGFRED w/ STUD) (SIAX101ED W/ VUE) O 4 1/2. OC POURED CONCRETE "OWED CONCRETE PO`PLO CONCRETE POURED CONCRETE DR Cor1CRF-rF BLOEK DR CONCRETE BLOCK -OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED RECLINED REQU;REC REQUIRED 'LIL�I/LitiiltLfEJL fl fi tIN$jALJ,AAI TION WALLLLy_Oy_NTiNG INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 3A SECTION 36 SECTJON 4A 0 REGULAR PANEL 0 LIFE SAFETYPANEL Q._RL"_LAR PANEL O LIFCESAFFETPANE SCALE 3/9'-1.' sIALE 3/6.., `1(.E 3/R'_1' SCALE 3/e'-," i/r7 SEE tIIIEI tR a 20•N rD'L i NUNEIR TRIO tH•o•" TIO 9PAGNG TOR p,6TNL1AT1DA6 Ni0 N00 O W _=1.0 eeraW 0V 7 FAME W4DNG. MNWUM INC" SPAC." AND NINWAA EDGE a ME POCA»0 n,IS -- -7----- Ir�•r,".• Glal 'Mee-=,- 7 MALE 0H fCM.dUE FOP ED ILSS THAW 1Ner/G(a ov . P Ivy 6�. 0y4 SO"E"M REDUCE ANCHOR 9.O PNeIn MIANLYNG 'SPACING SHOWN ON SCYWD-E ANR eL am Oman PRISON PRO BY THE It,, FACTORS HEM THIS OtI MTYXT M BE -OISw( EDUCED _ _ t 1/2 �, --- YALYIL 09tNIHD UMND IKK1e NNW W, "T 2-,/Y - E LCl1 MN.nM VACuaG P.OGNnO IN EACH M NM TYPE DIN THIS SCNEDU). - __ r -- - - ,m s ,n• - ;3: JGENSe `-..- I. No. 416 . ;*; _ TU_fT�'-= 7_oW,Eyn 0•.FR10Vyy ,,k�F1'''JN INIIVALE 7UL/1G.N•LPXA.TE FLORIDA BUILDING CODE (High Velocity Hurricane Zone aXma Onto. PIc 20 GAGE GALVANIZED STEEL STORM PANEL `F, oR"6N w ° C O Iwc. GLOBAL PROTECTION PRODUCTS. LLC. Ieoa S •. 61 B•ROT LINK. n 333" -ai (4B L_-T,N rA. (•B ww-em a,rm)a 1R�M0 111110 III..L r m tiw PP"Pe n am - IBMI o,_,." a..l a,- Ta, 20-176 „Y MALL _ IF .NON! u-ODO'TO "AVER A TKUT Jr. PAL T - BRED tl or W SEE 4:- lIQT 1e . 70 II METEORS OD a ANCHOR 1TIi YFMCn,G IN .I$fA4A»YNS INTO WOOD FRAME BUILDING. DING. MIYMUM ANCHOR BPACNIOS AND 4Naw1M M,.. states, Ir'Araw 0.) GUGE OB F ARE NDCATID ON THIS 'gr"_ - '1rr,.PM D+)-- %.MESCAL ld ED. Im, THLAIr .ACATED CN .,.IT Io...r W./I 1N DIJIS RITAfft ANCHK,A SPAGDIG T WL,- . P.. GW+, DN 1x,E01AF AGLl/l EA am NBBI I IT, THE COL -1,, r•4 1IAS N M"5 OPERAIKW 10 E PDSSKAE. .EDLKFD , I/,- SPAC.NC UeTAM_0 LA06 FACTO. AWL NOT _ I E LESS IF- MIIWUM SPACING P/pGTt. " FOR EACH ANCHOR TMF ON 1w _ DUI/ I. - INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SY_TEm INTO EXI _ZING POURED CONCRETE OR-CQNCRETE BLOCK STRUCTURES Ys' TAPCON ANCHORS I 4• TAPCON ANCNOK - 1, aC. 0 6. Oc. POURED CONCRETE . POURED CONCRETE ON CONCRETE N.00N OR CONCRETE KLOC% REOJREP REQUIRED _C 1 LIRA. E.D.• I I Ln • 1- I / N I CAR. r - 1 (- � c G�UKSS' -1 3 i R CxTll,�II rn FG- _. L. 7 I � 1j - a 1 ({ I :, I f ; Df Ar. _7 G RAM " i 4 1 r - 1 . 1 I I I m I 0 e_ CO. .ro. - 1. I1h10•0 PANE_MAT Plui W/ 1/I..-10-• PMvuAT PLUS W/ 7/; . 3/32- DUNG NUT wASHER /_ //..'0 . 3/32' WING RN WASH" • IF ,/A- O.C. (BEYOND) POURED raNCRCTE POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK FLOURED REQUIRED WALL MOUNTING _211IALLAIM WALL MOUNTING INSTALLATION SECTION 5A SECTION 58 O REGULAR PANEL O LIFE SAFETY PANEL sGxE 3/e _1" ,tiE MIAIHjH 0"", SG E' ]/R .1.. R /( ;01"- L\LENS _`.4P No.44167 L: *, V.- ,.( . SW./%G%AiF E/PAR FLORIDA BUILDING CODE (High Velocity Nurricane Zon PKQD 61K - 20 GAGE GALVANIZED STEEL STORM PANEL I rP -- L FC 0 I - GLOBAL PROTECTION PRODUCTS, Ol/R./:2P I LLLC. ,d s W sI DAIL 4�MME.RNMn"'. ]X__mIv•.• nNHN AP.,ro. l3N-so, I. (eeees> 0(G 6 "e.w-�r_ .R -1'-' INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SY_TEm INTO EXI _ZING POURED CONCRETE OR-CQNCRETE BLOCK STRUCTURES Ys' TAPCON ANCHORS I 4• TAPCON ANCNOK - 1, aC. 0 6. Oc. POURED CONCRETE . POURED CONCRETE ON CONCRETE N.00N OR CONCRETE KLOC% REOJREP REQUIRED _C 1 LIRA. E.D.• I I Ln • 1- I / N I CAR. r - 1 (- � c G�UKSS' -1 3 i R CxTll,�II rn FG- _. L. 7 I � 1j - a 1 ({ I :, I f ; Df Ar. _7 G RAM " i 4 1 r - 1 . 1 I I I m I 0 e_ CO. .ro. - 1. I1h10•0 PANE_MAT Plui W/ 1/I..-10-• PMvuAT PLUS W/ 7/; . 3/32- DUNG NUT wASHER /_ //..'0 . 3/32' WING RN WASH" • IF ,/A- O.C. (BEYOND) POURED raNCRCTE POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK FLOURED REQUIRED WALL MOUNTING _211IALLAIM WALL MOUNTING INSTALLATION SECTION 5A SECTION 58 O REGULAR PANEL O LIFE SAFETY PANEL sGxE 3/e _1" ,tiE MIAIHjH 0"", SG E' ]/R .1.. R /( ;01"- L\LENS _`.4P No.44167 L: *, V.- ,.( . SW./%G%AiF E/PAR FLORIDA BUILDING CODE (High Velocity Nurricane Zon PKQD 61K - 20 GAGE GALVANIZED STEEL STORM PANEL I rP -- L FC 0 I - GLOBAL PROTECTION PRODUCTS, Ol/R./:2P I LLLC. ,d s W sI DAIL 4�MME.RNMn"'. ]X__mIv•.• nNHN AP.,ro. l3N-so, I. (eeees> 0(G 6 "e.w-�r_ .R -1'-' U L L_ _0 O N 0_O C0 -0 0- --- U - (n � = = O m Cn O IL Q IL Q) C .0 Li- ._ ^ SV � O O Cn C- W A V i +•E_ .� �_#/_ AJ) ._.- .-. ._- _.. _--__.._._-_._�.__-_ _-_-__ �. ______..__�-__ - ._. _._. _. - _. - _. _--____-___�____ ._. _.-._. _.-._--�_ -'_- _-- ___ .-------- ­ ­__ _______________.___ -.--------. ­ I T INSTALLATION ETAIL5 DR OPTION _FOR LIFE SAFLTY_SJQ121�__PA�1 S j INS_.ALLATIQN-KTAILS FQB OPTION ,�2 FOR 11ELSAF�(_1T_ F EANEL SYSTEM INTO EXISTING WOOD STRUCTURES G YmAE-2 L'ANG 5±LIF�( PAHE[ TILTED EXISTING WOAD STRUCTI�$ i I E-1 NANO STORY PANEL SHOWN ON IFFS PRODUCT EVµUATgN DOCUMENT (PE.D) NAS BOLTER VERInED FOR COYPUAKE 'N 811 MINIMUM EMBEDMENT OF TAPLON A1404DRS AND PANELMATE FEMALE ID k PA/ELMAIE PLUS INTO CONCRETE WOOD HEADER W D FADER I 4 . - - -+yl ACCORDANCE w M THE 2020 (7tn EDITION) Of THE FLORIDA BUILDING CODE. BOCK SMALL BE 1 1/4� I I i } r - _-- _ I LK! wom (WADER I rlxlo HEADER I - - _-_ - _ DESIGN WIND I(AM SNAIL BE DETERMNED AS PER SECTIO 1620 OF THE ABOVE NIFAhONED CODE, B,2) MINIMUM LYEDMENI OF 1/4'• X 7/6' CALI ANCHOR` SHALL BE 15 7/e' INTO CONCRETE. T I� _ -_- i __- - -._ k-. 1/4 R fAPCOA O 8" O.C. t FOR A WIND SPEED AS REQUIRED BY THE UWrs01Ct1ON WHERE THESE SHUTTERS WILL BE INSTALLED AND NO FYEIINCM INTO ANY FINISH MATERIAL SHALL BE PERMTTTEOI p - i h, Y I i 1 RtOU7 . e.O.IeE_ i Afouro 7 omm FOR A DIRECiONALRY FACTOR Ka-0.85. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A_S.D.) 1/ 4' a-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY F1wSH MATERIAL EXIST) TO - / .- /2- TRH TMI6AOF0 1 ��' - W • _ i DCSON PRESSURE W11 NlGS INDICATED ON SHEETS I5 A 26 f;:3 1/4'. TAPGON O 6' O.0 ENGAGE J/4' INTO ANCHORS. �� Cu '>7 f-' -- _ 1/4'R TAPCAN O Y 0.[ r-'-- t . R tAPLV11 O 6' OC - _- 1 .•. ,w a" O 6 O.C. 1/6Y rAPCON O 6 O.C. w/I 1//2 MiN. THREADED - - - W/I 1/I' MIN THREADED IN ORDER TO VERIFY THE ABOVE CONDCIFON, U'.TIMATE DESIGN WINO LOADS DETERMINED PER ASCIE 7-16 W/' T I' YIN. THREADED - /1 1 ,/I' YIN. Tr61CADET7 w/, 1/.' YIN NREAQEp , PENLTRA I I? PENETRATION AT WOOD SHALL IK FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM W 06 IN ORDER TO B-3) IN CASE THAT PRECAST STONE. OR MECA5T CONCRETE PANEL$ BE FOUND ON THE E -FING WALL, .� T NETRATK" AT N10 r MN AT W000 THE'NLRAlY3N Al WOOD O'L14TMDGN Ai WOOF PF - f{ HEADER I HEADER rIFiA0E11 . � - HEADER ' ,FIT I. HEADER I PEADER g1I Al w(T00 (' ,O COMPARE 1MESL WI EMX• (AS.D) DFSX;N PRESSURE RATiNCS MpCATD ON SNCFTS IS A 26. ANCErORS 5MAL BE LONG ENOUGH 10 REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE I Imo- � �, �j 1 .IEAIR:R , ;I I` 1 I/ I 1 ' r I SWAM BE AS MENTIONED IN ILI) AND N B.2). � , I_, ,L...,,.A,,I. I I I I I I IN ORDER 10 VERIFY THAT CEIMPONENTS AND ANCHORS ON THIS P.E.0 AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE U 1Z i I j 1/j. ,1/4• .� ',• I+/4• : - t/I' II/,- 1/7• I,/4 I1/� 1/j' USED IN MERI Aral v5T5 FA$TEN[R5 SPA. NG u W900 HIS BEEN I / I .' IN ALOUD S7RE.55 FOR WINO LOADS WA5 C (T7 f> C'7 1 � 1._ i MP.. - ( MaA ,A.. ) I ---- P°'' -- _ -) MPH. DETERMINED IN ACCORDANCE WITH N.05 201S� (C) ANCHORS SHALL BE INSTALLED FOLLOWNi; ALL OF IN[ RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHOR'S 'n 7K I "i""' ± -._ . _._ Mel , Y •-___ '•. _.._ I Wn . I Wlxxl IIEADE.R ]' 12' i I _I 2. " I MANUFACTLPECA. I.A. Cl. t 1 A 1 I 1 - I 1 I )' -1 _� _ i YA. I W000 MADCP _ Yln. I STOTM PANEL 5 ADEOl1AC/ fpR IMPACT ANO FATIWC RESSfANCC II/S BEEN NOBBLED IN ACCORCEVICE WR11 sECM1N IBI6 OF ® N pp " MATE. + i IIH Fi RTW61F'0 I /���q, RCOVIR[O y, Mf ABOVE MCNnONED CODE AS PER FCNCSTRATON TESTING IABORAI'ORY. TNC. REWRI / 2Q72. AS PROTOCOLS TEAS-201. 11 IT $I,ALI E r1lE RESPONSIB417y OF iHC COxNRMCTOR i0 VERIFY UHF. 50uNONFS-5 17F ME S7RVCTUPE WNIRE SHUTTER (n Z N -_ - _' '. ' 11, 1 _ P _ IpONi--}'�-_ . I �•, 551 1---- I 1'. /,I.l TEAS-207 AND TEAS-10J OP FF00f1 fITA4E ATTACHED BUKAINCS RF PROPER ANCNOMGE THIS $RUINER 5Nµ1 ONIV pE ATACHCD t0 CCNCidiE. BI OCN (/f p (q A _ II CC CONS �- Q N L-•-- Z. THIS SYSTEM INS BEEN DESIGNED TO BE NS7AU.EU ON THE OUTSWE OF THE OPENING ACCESSN4 ,HE OH•ENING FROM ME X 1 '�. A (--• ` I a � 1 � � 1 1l 1 1IIIIII� /T � IAil �'j� rSIDE w/0 THC USE OF A (ADDER t7q UrT 'N6 MPLIUTgN 15 VA.10 WHOM INSTAUTION 6 INTENDED TC BC PERFORMED 12. MF e+SfALUTKMI CCxNTR1CTOR IS TO SEAT/G1LFlN Nl SHlR1ER COMPONENT EOG(5 WwCN REMVN N/ CONTiNUOIS L 67 I M I I lY ..- I ,a I I 0 FROM ME INSURE Of STRUCTURE. CONTACT wR11 THE RVrIDMG 10 I �� 67 I;i � LXtSIINfi + ^ ffHVAfIo. f II 1 EXISTNO ••" 1VIRN,d 11B7MATKY• PREVENT WNO/RAN NTRUSKN CAULK AND SEAL SMUTTIER TRACKS A:: AROUND rua iii 1� _' C 't' LEN cuA -� (m •aPl'•, . • My GLASS I- tw rietDA, W 4'� 1 3. SERIES 1000 WA.LATION tS A➢PLICABLE TO SNMI AND DOUBLE HUNG STYLE ONDOWS WHEN ;NSTALAIX IS PFOUIRFD tO BE LENDTII. C ( PANE LL1WM ) I• G11 PA[, ,q ; 5 1• YP• j PANEL IFNG},L MI wWrr le) (0N s 1, PERFORMED FROM ME INSIDE Or STRUCTURE IS STORY PANFl 1N5TAL1ATK7N StML1 COMFIT WEAN SPECS INUIGTD IN (HIS n WNC TILLS ANT tlUI1DNC AND TONING. I V �' LEI t1O�6 i E11YM C ._ PANEL tLNGT1( (SCE MDR 1 ELOW) TP GLAti ElOS7RC ) R WA W wAw I S NOTE ' ... r (SDI WL I YfLOM� I ,An srr•M.tnN PANCI SIN ERr,, yHlp7p, QASs EGULATIONS PROVIDED Dr THE JIIRISOM,tION WHERE PCRYR IS APPLIED IC J 3 tEXISTKW t� • I / I'._ GLASS c_. _ _ _ _ INSTAUATION IS REDO RED TO BC ERFORMED FROM THE INSIDE OF SIRUCTIFRE Ok1A A DE1NS STYLE WINS WHEN 14 AtAN1M DODOS 1 RS Y.R� 'w�� r 1 -.1� Inlo>u( tt YS. W I _ ..�-- (SCOT NON[ I BU Ow) a�q ylQ ld I ISLE NOTE 5.6. Y.$ W - I " .. _-._ R Yo•. • SERIfS 9000 IN57A lAlpN 6 MMICABIt ,0 SrNGA AND DOUBLE Ml/NG ANO HOR4 aj i �� 1 I I 7n •_. 3 fLNGTN / I - I LLNCTH I P - WIN AND DOOR$. ANC. [ - 2 HANG ST(MM PANEL SYSTEM^' IS PIUTNT PENOa4G 7 U fL s 3/32- CUSS oN S,QT ,M / ' 70'rF' .. i, .' 1 BCIANI 7 B'W . 1� _ + BCLOe) 5. AL AU4INUM El(IRUS,OHS 10 BE 606}-TB ALLOY AND TEMPER UNLESS OTMERWSE NOTED +5 _ S/I 1}j 1 1' I ' . �....,/ , I ,L _ WND w r i _ ._ A .. / ,. ) ( A 5 F P[C1FK PROJEC . • WNEPC 7Ht SITE CMFMt10N5 DEVIrEIE PROM tHE -ED - _ _ W6NG P ( o) THIS PRODUCT EVALUATION DOCUMENT (P E D.) PREPARED By THIS ENGNEER LS GENERIC AND DOES NOT PROVI ` O) ._ ,' _� B µ1 µUMINUY SHEEP Y£Tµ 115E0 M CIOSVRES SWILL (NAVE St0.5-Hl. µLOT. ,W INFORMATION FOR R. s T; i i � , Cy • .r _ 6• ..- -ni __ . ._.. •, P i T I _ ` - I I r _. A; 1 4Y iA l' ,/ - 1Ir-_ B' NOTE'i (b) CONTgACTON t0 E FIESPoNSIBIL FOR TT4E SEl_CCTION. PIJACHASE AND INSTALLATION INCLUDING LIfE SAFETY OF to f1 - I 7. ALL STEEL S T METAL PANELS SMALL HAVE STRUCTURAL QUALITY STt6_ ASTY ii DRADt SO Yin.. OAE MANFLEO STELI THIS PRODUCT BASID ON THI15 P.L.0 PROVIDED NE SHE ODES NOT Uk1MTE IRON ME CONORfON9 DRAlEO ON -.J 1 I 1 4•. TAPCON 0 Cc 0 I ; / ty I I I i 6{OC W/I 1/7` I -1 _ , _; LESN:NATUk w/r7. 5B-S XBI (AFTER ROILED). THIS DOCUMENT CONSTRUCTION WEIY At SM IS THE CONTRACTOR'S RESpO,S,BILRV. 1= f- ----'- - - _:J4'Ii` j D AT=41114 AT I. - -'�y -yi " ( �_. n ---- B ALL SCREWS TO E STAINLESS STEEL 104 OR 316 AS, SERIES DR CORROSION RLSISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFTED. I '- 1 i ( I __� 5001a W/ SO YIELD STRENGTH AND 90 TENSILE STRENGTH A SMALL COMPLY w/ FLORIDA BUILDING CODE SECTION Z411.334 (rn� ) I i 1 (e) Str SPECIFIC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR AICHITECI WHICH WILL I e' ; '..11 e• I ,.Y, 1 i ® 9. BOLTS TO BE ASTY A-307 GALVAA2E0 STEEL, OR AIST JDI SERIES STAINLESS STEEL, wfM ,M ARI MNMU4 YIF]D STRENGTH DEC 04E THE ENGINEER Df RECf1R0 (C 0 R) FOR THE T+iN),FECi AND Wrq WILL BE RESPONSIBLE FOR THE PROPER t'0 - TM `, - - - �1 <U I i IO (AjD�FXI O WALL .E1E$�LLOWS. iIIBYa TO M SDUT7ERNTFK 517E SPECIFIC OILEwtNGS ION REVIEW DEL GATED ENGINEER TO THE P-E.D. ENGINEER, SNYI 1 _ ` (e) RECORDTHIS .ONKI. AMC DATE AND OfIWNAI S(wl OF RECORD, ACTING AS AAnO S"CNANRC [1F MF PpOFESgONµ CNDINCU OF - I CO. 1 : 'tom-__. _ I '� r - L _ I •_ ..___._.. 1 �_E, A I E{ . - I ____ 1 6. - 1/4'► TAPCON ANCHORS AS MANUFACTURED BY IT IN BUILDER. INC (MIN. Yt-3192 pe.,.)T PRE R -f`-------t•-�l -T�V•.1 rw I -(ALE cow t� - I/A'P-2W/4'" MS. W/ ` 1/4.0 20d 4S S. MS W/ O 6 1 - - 1/4- P X 7/B- CAI ANCHORS. AS MANUFACTURED BY DEWALT INC (MIN. 1-3D00 P.a.l.) `' v r I. � ' 1 7/Y•.J/37' wwlo TAR I.. 7/a••.3/32� WNc Nln 1 = -`I #14- 10 PANELTMTE FEMALE to a PANELTMTE PLUS ANCHORS. A5 MANUFACTURED tlY ELCO CONSTR1lCTKN PRODUCTS 16 STORM PANEL MANUFACTURER'S LABEL SNAIL BE LOCATED ON A READILY VISIBLE LOCATION AT %7ORM PANEL IN - " '7/e'. A 3/32' WING Nv, 7/a'4 r J/37' Wq _` - _ 'I WASHER 0 �/O Y 0.C. EO � ' �. ROANCt YMH SECTOR 1709.9.3 Of FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING /2' OC WASHER (E UNO) Y (Fc.3350 P.I ) WASTER O II 1/2' O.I; 1 MUT WASHER BEYOND) .1 / l I ..- _ -. _ t . }_-- L I 1 LIBELING TO COMPLY WITH SECTION 1 709 9.2 OF THE FLORIDA BUILDING CODE _ 1,.. 1/A-e 7APCON • e' DC. I 1 4'P'iAP00IV • e• O.C. _7611-NI/t ,/,I N A THREADED `\- I P(OI NA9•IEF O/62�/wBK CUI ---- AI) MINIMUM EMBEDMENT D( TAPCON ANCHORS INTO POURED CONCRETE SHµL BE 1 ] 4 AND 2' TEXT PANEWAT Of PLAT - _ •. - •PEN I �•. IWDIX) PL.L7[ REG K,E"a� PU/E /14-10 PANELMATE jr�1♦-10 PNIEIIY,TD PlyS 7/B.. ]/JI- WING NUT FCYAF ID A PANELMATE PLUS / tSTAaamm w/ SAD) ,:: W/ STL1a) . At HREADM 2•.4' WOOD TE 2'.4' WOOD TE WASHER • 32' WHO) i "//, 1//Y " THREADED . t /2• MN. TNKAM Or RUT I - �' Of RATE AT YIDMpiH orNPLA IE AI YXWMOTH }) MINIM Ad EMBEDMENT OF I/4'0 x 7/e' CALKINANCHORS SHALL BE 6 7/e- INTO CONCRETE. NO EMBEDMENT INTO 2-N' WOOD PLAT zz++�.4 WOOD PIATT O 6 1/4. O.0 w/1 T/BL • 6 I/A• OC. W/1 I/5% i ANY FINNSH BEAT MA SMALL BE PERMITIM RCWrAM pL0i11RED FALL MOUNTING INSTALLATK)N WALL MOUNTIN CLINS.IALLA110 MIN. IT PENETRATION MN. THREADED PENETRATION +/4' 0 -20 SS SIDEWALK BOLT[ USED SHOAL BE LONG ENOUGH(S"OULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4' ALTERN_ATIYE TAW O REGULAR PANEL ALTERNATIVE AT MIDWIQiN Of PUT i � I AT MTCIMUM OF PUT INTO ANCHORS. N,.AH„IIIHIY,IN, ,00 �,tik Itz " O REGULAR PANEL O LIFE NATIVE 68W Ti�ON V. Aa 3/e-.,• O LIFE SAFETY PANEL rYtEA...... (/ 'a WALL MOUNTING INSTALLATION WALL MOUNTING IN FETY ALTERNATIVE BAUD ALTERNATIVE 6BW A. M CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE "QUAD ON SHE EXISTING WALL OR T1 I'I PANEL SCAT 3/e'_,- WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION FLOOR. ANCHORS SHALL E LONG ENOUGH 70 REACH THE MAN STRUCTWF BEHIND SUCH PANELS. ANCHORAGE SNA11 !1 ' ,.,4U 11HAM T A,IIAYununrnN, ALTERNATIVE 88W BE AS MFNTIN(D IN AT AND IN A2). �r �.�' •�•10ENs•�,'-•.. is scA.E 3 e• SCALE 3/.•.I• ALIE$NAT1Y�-�A1Y ) sf / ,.,%P a'. TILL/i�ww O REGULAR PANEL i iI .. T tl"' y O IF SAFM PAN x I No. 44167 �' '�R�: ,' LENS -' 9 ,GALE 3/B_-,' P.•' \I 'P / . (9) Tn_➢(rIM-L9[[cRLTE. EOM' ...Wi?u , 33 SCALE ] B -t" S yam; �) f FLORIDA BUILDING CODE HI h VelociT Hurricane Zone) Y3: 4 e FLORIDA BUILDING CODE HI h Velocil Nurrican* Zone) $ I P6TALLATIOM MI[ ONLY v.LX; FOR eV�LDNOS WITH AS.O DESIGN ld0` '' - 1/4• a ?APCON ANCHORS AS MANUFACTURED B/ 1 i W BTRLDE%, INC * S FLORIDA BUILDING CODE HI h VeIOCHy Nor cans Zone UP To •555, -72.0 PSF AND PAI LENGTH UP TO e'-e' ND 4 1 .amo rNam, •K IP NOTES- _ FA' Ma7a »1taD. NC rY. - 1/4• / X 7/B- GLLK-tN ANCHORS. AS MANUFACTlRiO 8Y DEwAIt NC (FED-1300 p.eT,) %- waw RIFIIo. ..c * 20 GAGE GALVANIZED STEEL STORM PANEL _ N_ 20 GAGE GALVANIZED STEEL STORY PANEL O'•, F pw ,.s ' 4r p r P 7 FOR NEW W000 NUPE CONSIW)C,ON W00 MEMBERS TOE 50UIHL N 3 _ _ _ _ W' F I. INSTALLATIONS ARE ONLY VAL40 FOR 60UMGS Wi AS.D DESIGN LW$ z * : * `�- ._..__. .�_--- - _ I111N" "r: /T4-TO PAH[LIMTE FEMALE ID AND PAN[1W1T[ PLUS ANCHrJNS. AS WINVFACT VIP[D B+ ELGO CONSTRUCTION -- �'-�vrt�C _; .1� 20 GAGE GALVANIZED STEEL STORY PANEL ,N N PIPE H0 2. W/ sPECFIC DENSITY of 0.35 OR COUN_ � TB : .- mti/ , VP 10 ♦55.5. -77.0 PSF ANb PAAIELS LFNG7N UP 10 W-B' �." '� oT/s/XaFe PRODUCTS (I'm -LOTH Pal) �.-)]ql `_ ----- -- - --- SEA E OK -- GLI 0GAL PROTECTION PRODUCTS, LLD. c o-., / BAIL PROTECTION PRODUCTS, LLD. Ww - t �4j` �;;;M� GLOBAL PROTECTION PRODUCTS, LLC. °'n 2'0i0�:,.'.,/.•To*. __; IL E C O INC. \ Led 3.. 61 S,NEFT WII ]. FOR YEW WOOD fgAyt CONSTRUCTION: RA70D MEMEHs TO BC SGVTHTRN : -)3 .Z,� / ILECO INC._ ..d iW6tsrlacl y /. Ap r W IL E C O Il/oO..• L ....:IiFj--3-. PRE No 2. W/ SPECIFIC DEMm w OSs OM FOJAL O''.. T 1 ,!�'Y•f-' i�"� .---�-.. .4DP I.P s, "IT,E1TNP` (FIR I[WNO fOVy YY b.NC. R )J)I.M.w N,o,[(..LAMA-16.a FAIL T3•Nw-en7 WAA.K(,` G ,Ra,T T rIo . acRwP owANY INNw, rl 3)T1A . .<` TNo i Ydrw cowiNv WWc rL .uatA,'��'�J to {1``' •... Imi•>•,Lo r-(amlN-nnY,w nw,< (Ps+kw-7a6. rAK (.slxl�-B»7 20-176 O' nNw W. ►m Wwr Wsm n 20-)76 / - - ( Nws- - (6s.IMW-w»7..'" `r .K.. I-) m-,.w - FPA. PH_IaH oMrKG N. ('v"o N,-,W RRinI-,PH N NIDNL. ea. 1N5. FAY 20- 176 '''''1IIIIIIt TIN•` P[. 90N,/tILeAT1NE/DIn CA_da(>". .Ar P•w i. .Nr �W w WRING I.o ''TAINT IININI =AL/9aIN1I.H/oArz RA,[GA ,IW,11� PC - O.0 FEAT/S+arLArUN/WTE -00o•7,ar .�� or .�4. w wr .,wW�. w -Ii m .>• W " - - Imcn, RI or b I A - Jr EI ♦" - �.. Mn 2, a N "" �� R .,.L-LR A ntn r nr - 41i m Iti,A -._ --___ _. I NI 1 _ . _ STET 19 W N __ --__ -__ NI 7 COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-I-) -. -- - 2391• -- - -- 13.196' (TOTAL WIDTH)...- _. - - - - 2.250'--T '----2.591'-- F. �______. _--. _.__ -------- - ,- t.31.- - - 1.36D'.- •-SDO- _ I I; S I ter? \ I .075' 2.3a0' 075, l -� I 1-244- /i r 2.637' : ID.IN. MN ,HMXI ',Hr HEMMED.• • 3.560' i I.e00' /' uLYN.7m tTR EOG[ / J �R Y15 2.3"- 2.01x2' .I�O•: , rIFlJ11C0 TAP. ASTM A-653 ' J/' + - EDGE Y GRADE 30 MINIMUM Kl' A_.j _ j _A ,-_RETAIL A -B. G-50 GKY ,-Al�3.. '1+ II I - _ - ' I eI __ 91 (D STORM8.1ANEL - 2 470' 'r f/ 0 REVERSED "h" TRACK (�) " REYE.MD_ C TR,ALK PANa'S END UP / 1 /r ' - _. ,• .- w/ NnlMwo (we) . _2x- I 1 T "off -I eo.oe' .t13- ,23• 1)3' NE u P� ISOMETRIC VIEW DETAIL A 2.006' ,' 2�' ROUNDED CORNER O ENDS OF PANEL'S I2S 4 END UP W/ HEMMED EDGE. L-= 4 .750' I I - -- - I125" i -') ' (N.Ts) - Y50' I•--2.O0p'_-� (Typ.) - 1 5' Mo. _ - O "d" TRACK PANEL HANGER (B) 2"x5"Wax.) ALUM. ANGLE I 1/4- WIDE. 125' 6061-TS AIL ALLOY 1 I H.HH...N 9 ,E• A:-Tri''l •'I 7eD• Des' (?yR.) 1�P...•vCENSF'•:�y s 7 I' i : N0.44167 '; __ --7 * ' _ FLORIDA BUILDING CODE (HI N Velocity Hurricane Zone) I I -'.-.750'-_-". . -O'. 2 W MMIX NC rX �I ; , ATE OF ;" x 20 GAGE GALVANIZED STEEL STORM PANEL _ BY J- Mox. -, O-N�: OR lot :'�{� _ --- - m/s/smo ""m 'm S � .e \ GLOBAL PROTECTION PRODUCTS. LLC. 3"x3"(Ml ALUM. ANGLE OB STOP BAR SI VIALE� / IL ECOBMc Ted S,RI. 11EET ' IONIC I IuuI,IM, / 7 i2C,. I.I.E.v ���TEAINay t twa- E n MAIL 20-176 6063-T5 Aum, ALLOY ..: Ix.i'.;.-,P-N .- rn -,MI "OAT (.BINw" ." FAA INHAPI-enl OM.YK w- PE. SIAL/•aAM„RE/Wn u-0o06>tb - WN7 , ,ER Jr. Pf 41.-w 11R1 12 BI M 3'/24 (SEE No"T 2 WILUM) 4 "/ a W/o 91..1• SM.1 T'/24 4'/24 (SR NOT[ 3 RSfDIH) }- W. 2'/24 T'/24 a S o(IALT �(SE NOTE ! PnDa) • EACH IN cowl TL A cNi SE 1• FBI, rLLC1WIF. ANaURt lM 3• Ya.. 3' - BCHrDIu OR SIXT 2 FAR IICap DF a u1Hw _--f- _ (-ra SCHEDULE 'I (fa am RIOT 26] 1 1' Yin = t11xTTONs a $FRET „ rN," - -- - .M - 4,' t Mt ) - T _I" _. 112• Jy ,n.1_1 I T . I _ _ ._�_ iI ►. ' ! N �1l1, _ 11. 1. _ . ►' _ Si i i .1. ' P/I_,-r r. ..I ,., ..r.•. . I. .T.�I7 j -�1Tr Irl I.T- y r .T.,._, -r -T RNP .WRp) I LtWRSGR IUIQI (lHliE11'pR'Nywt) I-Ee^DbOR •1',YQL I lno- w16) I�I w z S• /Lilo ►ArN.0 (NIEi�T-PAEU ,-' � ,(POAeD�r�fu+D PM N,EU I I 63 X •L• 0IX HUTS i 3, 4 e60W I SQNOa . ,'La. SE[ I . ].. BLOOR 4 I +�� I ti `I'�i �t t tl' 1 JH;74, • • • I. _ LED POI S 11 W/ i • II 171._ 4. I P� R _ FN s W/ I u / - ..1. .__.. ). .l l I A JI WPI4TPM �__ .1• -1 ...�•.. .l _ _i.11 1 L L... _I 1t .._. _ 40 x 1' T__-..-r Efl, R1 j 1 7 I .D X.. ill , PA_ I I I I i i i 1' 1- f I I :- � -� , ,� I 7M umn o,p-) L-,.,� ¢ IIQFE . 9DA111 .. S�LE2 �NOTE 2 LIP. I faR COACT m 111EIOR5: 3E EfDW 3i .- T MAT E LOUTW •_--,r_- - _ ---o (,WLTEEAT L IIDN SGHGLAE DR SIM m raw Wo00 AT 1• wn - _ ,• W, 1 ENO OR 1 1X 1 In- E/ID PANELS SEE SECTIONS 0. SHUT M 3 ^ W © W/ Ei "/a O NOOMIR PANELS._ _16•. T ­1111 ('� _ `2� •'`7 • L/ST PµE �T TOE -AIi�D AT EACH , EAtINIaYNG 51Ml, ALWAYS Et'PgOYU£D WF� TYPICAL ELEVATION FO SERIES �FSFYrT °PO "a :MALL uWA.s E NIo aED "// BEAN HMWOLE To FACNRATE NSTALVTxxr i; LI[]L_ REAR HANDLE ro TAOARAT NSTALA pN TI r BI EN x0 ro E INSTALLED FROM EQR IF PriDmI TO E PwAMED n oM E-2 HANG STORM PANEL .0 SYSTEy INSIDE ar STRUCTURE E-Z HANG STORM PANEL t) SYSTEM "� Of SR 1TE eV4E 3/32' ,- SURE 3/32' _ r' -- I r,/.' Mw GNP -[-1/r W. RY 1/4' 4a i'V' r 1/4• Nn. GAP ; - I L`p■(C - --- -_ 1 C2 oR©w/ OR •/D ©.(D 1 'A[N.TW TEND SECTION A -A SECTION B-B I.F"wcn1XN SONS 3/37- - I• W19 W.ur 3/33- - I- 0) DFFINISKIII pF COLLET LOGO. E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL . • wont. TRACKS AT TOP A PANELMAIE PLUS OR 15' LONG (1). 2UNTWN. Of_9&L52D00 E - 2 RAND STORM PANEL SYSTEM CONSISTING OF PANEL . VAT BOTTOM W/ PANCLAATES. Cont TRACKS TOP A BOTTOM, (2) ENO PANELS SHALL ALWAYS BE CONNECTED TO E.O. SILL Wµl BY MEANS Of (2) j�NO PANELS SWLL ALWAYS B£ CWNECTFD TO BQT10Y TRACK OMEAYNSE A STOP BAR PANEEYAIES OR, .F USED JOINTLY W/ IS' LONG 'j_L)1 TRACK AT BOTTOM. END PANELS SHALL B( CONNEC'E. TopY4 (p� SMALL E PROVIDED AT TOP OF SUCH PANELS O W/ 1/4 S w/ 7/�7'�• 3/32' DUNG MlR OR 1/4Y-20A7 Nin. UAIBSCgE INTO TAPPED AS B/(.i') V(�XCEPT ($) IF END PANELS ARE CONNECTED 1QQ 40TTOM TRACK, CONNECTION SHALL CONSIST OF DESCRIBED ON TOTE wm). .. 1/4'M20.]/� AS w/ 7/B'h3/72 WING HALT OR 1/4•BP$/4' Yln THUMBSCREW (}) FOR CASES WHEN (NO PANELS ARE USE JOINTLY W T "It)TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO / 5' LONG iRAG[( © AT EXTERIOR MT FLANGES OF END PANEL (rO14 BUT END PANELS ME NOT CONNECTED TO BOrTWI TRACK `2) A STOP BAR SDI BE PROVIDED AT TOP OF SUCH PANELS. (4). N CASE THAT END PANELS ARE NOT CONNECTED 10 BOTTOM TRACK (i.e. A STOP BAR V (•)' FOR INSTALLATIO 15 WHEN ENO PANELS AND SOME 04TERIOR PANELS ARE DIEGRY IS OHL.Y USED AT TOP AT LEAST Two PANELS SMALL E CONNECf}T) TD BOTTOM TRACK MOUNTED TO EXrSTING SILL WALL BY WEANS OF PANEU/ATES, ONE MERIOR PANEL USING SPECS tNDICATEO ON NOTE IS) ABOVE IN SUCH CASE, CONNECTION OF PANELS CFl OEAy g( USED JOINRY W/ TIACN AT BOTTOM ATTACHING BOTTOM TRACK TO DUAL TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMATES FOLLONiNG LNG SHOWS/ ON ELEVATION AND W/ AA� 3 t/2' (5) SEE SECTION 1'. 3' A 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON SHEET 25. Mln. CODE jl1ANCE roP THISCA$(E2,) INIEROR PANEL U5C0 JD Y w/ (2) DOES IYQIA ,71(NFA• SUCHNEED ANY MEANSH'OARLLPBBAENE OFTHAT IAJACENT P'ANEIS (O TFE LET' A RIGHT SIDE OH R7TCRIfry FI)SHAVEFrT I, ' vy� TNER OYERIAP.S RrTMNED BY �. ,, N .. �CENS .� '- _� ,• FLORIDA BUILDING CODE NI h Velocity Hurricane Zone) Tr Ir 4 167 c v r i N0. =i 20 GAGE GALVANIZED STEEL STORM PANEL I (- -• ..� BY 01/„' •. STAt OF \.tom _ �'°'° � I L E C O BEE, GLOBAL PROTECTION PRODUCTS, LLC. AaD fl $NET s F(0 '`'�`s�`- . TOO' ti Nab � � w �oH11m v MAMA_ n MAIM / C- "M 20 176 %y FSn' •'i���� F H ... C-) o,..ISN .- IMw en-HNnI. NE. (ee.Xwe-Fsa FA. (_)mW-_1 - "„!;,OM1 ;YL; AU�,GL/aHGMtIAUAMn u-0DW11e Ww,rr aNMWI) w, W.L/CA A ITW! Pr _- - N, . WeVT 2) W N INSTALLATION QUAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANELI,,'INTO POURED CONCRETE OR CONCRETE BLOB m,A2w,r MrPa. 4 Unrl ;xt NA,i la)� rou.Ti W.ontT '"O1�D \„ _ 4 N.., /s00MCGs: ___ w...m Wloo.• (sa sW"anX � -cD. a 1Ptn M) 6 BPI. mWn Mloom / reaM.t .4IP.N /Lr�yoe/ PY .•E, Bit 1 L"Go nv .oAlm ao,oeW ` aWFr a) r-� .--_::rc' Wn LiJyIL rvLIWu ) __I.iNDsvA1V i ) J > � � 1 , , (` .. • >.? pPaa P.eWwBGa.aaIF p -� - ,aI �, of j i. LrA,t, Ly cNnRnr '�°t� I e I yy ...;I, 1-W a I aw. �a I- -I I II \\ Y ( _ 'ITAI IoNtTE Ra4a') I s �. q /.. W.2/•• I _ iosntrd \ T �?ny, I. I:.. I 1 I .YvDW.PPT�W, .I,r • 1 (IOW® frrPl I - 1 I' ; I S i' ; L Y -- 1 I_ I I ��.(� o{1AW r per, g ; I 1 I I ' I E ,TAT • 'are t 1 -. - l` *I -F I ,74,... P1P1 1 Ml •/ > - __ 1 I 1 I I �- -, A �- �_ - 1 RPP: I. • , .c i s __�_�� 1 ' 1 a AI 1 .`T.A,r ' I I a I 1 E( swifizi I i I b ! 1 ' a I I 1 1 o'EH. SHEETLt I M,W�I ' Y'KRO�Y'X: '' 1 w w w n I • HUH 1 ~-w1: ---- -----` F i w.n,AE I _ b �.N I i memews I q.,,-2w/r. 1.��_dl sc ; >I1 27u It ,1 ra IrtP W GL"m I I 1 1 >//BB h2/u/ �rX11B� I W GLASS I 1- ..3/s7✓ Ji 1 Mir • 1 o+n6AP 7 I I ,. 1 ., Pli " 2Na "Ok ° 1 ro awn. - ' I Il'.P�Rt�'! 1 1 a NA • d .S- I To ( I w � y 1 1/ R I I I i I 1 IWHr DAAA _ r-. _ r /�! I 1 1 I I I 1 I I II %MMM[[ r II , r I Gs i I;•1/e v7/yA•IHIII,E. �N"6It". c 7R� I 0 1P rI ; I if H I � 1 bt }a� i! I 3 (°"L i,l I1 1 �IL " 1 I , I 1 ; 3E}! Crit I i I 1 ;� T ,i.:; Ir �/ �IN6 4r.rH., r.NItrLaE I �I 1. I III i wK.oMTI or I I i I �/ q I w,n[q Y 1 I ) I 1- '.... �Y e 'Y"�au`I1oR/i l I w I -- ,._ _,' -1 �1 - _ _..- 1 -T /.--/:.A 1 ,I.-,Ty{f.[LHo+. pc -f. 1 t I "BAKA, /•+'sNV•' MA w.Qen P� "riirs �j 9UPO,Hn L I/r'.- r 1 YR .n n• I , e/ 7/(YNS/A' wK / wH a ,/• I-IN2/•' W W 'I", virn 19 , I , __ - '-' -_ R �4^r�.�a- aaBoI ,C(g� 1. WL•IaD 11 11 , _ rWE o'cI , -t r YIr.- eM WR W /' / ! f� p'Fiay.• �"X..V WIKNw,r Mba.s cH' W2 Yxplwl - MIT/ 0 .[LwIIW _ i "'' WALL AND DIRECT MOUNTING INST. 1 N,.a[n ,IPIw� ePan.)4 -'a- SppE aO� wA2. HNL 0 YM . iMuT 25) ('an) >- P. .A `/6, • IY P[ �J WALL MOUNTINCTINST. SECTION 1, 1- 0 SECTION 2' SCALE 3/e.I• FLOOR TO CEILING MOUNTING INST, BUILD -OUT MOUNTING INST. WAS 3/��BI-R,' SS(.e�i0 / I M g 11 SECTION 3' �1' SCALE 3/8- I' e[1 W4I]nriTwOHrS (Fw��m I[WPWAKIN",,rd P,' .H_��191'wtc16 iot>PRIOI"IS (2) w YY`Y'a"IIIA 111 III r. E E W O (f SECTION 4' SCALE _Y/6-,• Ani NSTAu a .mot aoo aT r� �Q��EPCEN g.. /la's,, --��04 '-) L--I-- 0 t a1 s. td� NaR rrn OeI..Y,n,I - T TIOr6- Tv. 6 00110. YouFf"I - K No. 44167 ` * . 3 FLORIDA BUILDING CODE (High Veloc(t Hurricane Zone) © '� oft$ CD N AW - ID -_ ANr NS%`ALoXmL .. 9,`- STATE OF : (! °10m nrzca, .K _r 20 GAGE GALVANIZED STEEL STORM PANEL � -BY JDETAIL �'"�_o SULE: ,/2' - ,' YlE1IU; 'K(' °,`�T��' Y '/y la•o`Y`, /V 4 GLOBAL PROTECTION PRODUCTS, LLC. °TINT TEED'° Fad s.6. 5, 31HHx1 1. a ,.,,r o A. uI: 1. Prlac IncNaa-is a ii tPeLNw-6nr P[ tAVlop.rllll[/OAC rA-000511. T-, Wµl(RA.,AIRA.. -- �O-76 _ w - - Red 2. �� CC L. W (D CQ-) -+-i +-fifij w Z3 CIO U) 0- (1) -0 �= C- -0 m 6: L) W (1) N L. V J Cz L. W Z3 LL-I G Q z z Q - J 11 ___ -,-- - SHEET NO. SH 1.2. I 1 I't41'FJ11'':1L • . .. 11 _ L---_..1-I I. I _-I 'I I 'II. � I -- F -I- I 1 1 1 I 1 1 , Ir " , , BILEW ,I 1 FIRNP.Aa. NH.• Ir .e yeDNR.- A3.D. IMYMIO Yet. P/'�OIM1 (eEL9 T(1 OLA69 - COMOn10N �"SERgMS ro -".O. -733 70. OR LESS x 9/,1 eDTED • ,'. 2', JF ':1, ___ __ __ ­­­-t _ - A., k SY _ _ t-- _ 6OETEA • .' k 0W .116.0E 753 70' ORUm 2 7/1' �/ ,/a 4i=P; It a .� .7 OIEHAP a � a PANEL, LEIRIM I H,:II, I dA,; ,Hl Lr ,. J(r PM;,,",I R1 Tp. -iRl iLt.MI I:,a. - �lm.19,taWix".".;;imm =� MAX WNM MJMN N4040Mc OkUDW MR C 0.. a 1/2" " NPNW612 TO A5.0. 196 PRESSURE TAf00N6 GALK-IN _ - PA+OJAATE rat" a AINOWn PLAN ANtI I �PAEL RATING ro c411oKTECONCRETE TD taNclEtE /0 tONUEn TO commir a THEM COMKOTON InNGIH 1• (w) 12• 1 N/A 12' N/A 12' N/A 12' N/A V A 2' CTOP) n• 3•• +0• 3• S• 4' S' 4' 1' SUM). 12' 3' 12' IS. B• 8• 8• K 1 (BETTOR) N/A N/A N/A N/A N/A N/A 12 I/2• If* 2' (BOROM) Be.O, -75.] .-.}-.-.... ------- _.---.--- 70' 01N LESS T N/A 6 1/2• N/A 4 112• .... N/A 4 1/2' N/A 3' (TOP) 12• N/A I 12' N/A 9 1/2• N/A B 1/2' N/A 31 (BOTTOM) .-. _._ -- _ _'---'--_. ------ __ 12' N/A 12• N/A 12 N/A I 12' N/A 4' (LOP) ,1. e' 12• 9 1/2 T2' 11• 1I' IT' --T-4' (BOTTOM) r LLWIED TD 5L0 P.A.1 AS.O DES" PRESSURE RATING Iwa ow 26 FOR ANCHORS rm k smoG me wrA ATWZ Pao Sow FILMIC r LLWIED TD 5L0 P.A.1 AS.O DES" PRESSURE RATING Iwa ow 26 FOR ANCHORS rm k smoG me wrA ATWZ Pao Sow FILMIC KKDM MMMM AR04M SPACNOS AND MINIMUM COOL DW,VOCE ARE REPEATED ON THIS ScKwi.L FOR EA im THAN INDICATED ON St"Em" REDUCE N/CHM SPACING IN MATf Y" SPACING SOWN ON 9040XU BY THE FOLLORNO FALT01a MR twd OPPLIMM To K POOLrE, REDUCED SWWQ WAWW USK FACTOR NOT K LESS 70" MINIMUM SPAGIND RgK'ATED FOR EACH A404M TYPE AT NO/10R6 Lowe Alba rat 1/4'. 1/4'. E 1AV. 1/ell TAODN 1I11wIi1M Rua a pwifi'i17E PLUS , . - N► N01g1 Wood lM3 3 1 to 4r4n F3 f I -. a In _ _oMO,w�- IORa EA WMEOII I ,n, 31n• - - - s9 ._._ - y AD L _ 1. --... 1, • _ HAD ILO Y ly" + REOOn RADA. DISTANCEBETWEEN BOTTOM OF PANEL_ IT/2- Am 70 BE. 1/ 2' J -)Ma 1 ++ Wei" S MIt. DISTANCE strivaN BOtRW Of PANEL I AND ® M K: 3/,6' 1 1-is/15. 1 ., Hurricane COMPONENTS FOR REGULAR UFE SAFETY & E-Z HANG STORM (SCALE 1/2-17 PANEL SYSTEMS - ..._._ .-. ,.350 Spp►�/�,-. , ` I -250`.. /01 --15.125• (TOTAL WIDTH) - --- -- _ _- _ -_ .12.500- (EFFECTNE MDR)__ - _- - _. .- 1.3+Ia•-- � � oA34• MN IN" __ - - -. __.- l _ (-26OF1-• .- 1.350 - 1.230• i 111110• � ) N 3-3is• \ _ Ifir .103•- 10 ARGUE • 6 1/4' )00' .DAB•+. 'on. on Ix I/r D.C. f � II _L T51o' � � (AUI K MOISfD) e4o �• �• : 1_F T ( I NC111ED n1LM1N2ED 6'1[II AIIRI A46a 90 RA ORIIO(LBO .- ...' �- NP. ' �•• - �. LE7/' _ 11.70 "-,Q. �71.1-1 I. ' -EDGE , Of 5•-KILL 1 -- OETK A OK - EWIIIEO 2.125• I 1 _- ow �,.70D••-- I 125• L -'-ixP.) ) 1360 1 STORM PANEL ( Sao _ - - - - O - - - - - --- - -- - A � I . - I - x ooD pie' H SIALL KLEFT TO ROIIIa NAZD� UIC AT END AT LEFT SIDE EF PANEI 2.W7 -- ■ ■ 2O H HEADER 0 ■ ■ F TRACK ©SIDLE WRH STUD MML i DID LIP ' ,' I OF PANEL lxw STEEL -, �'' r w/ HEMMED Ivor I ._.I Max 133', 1.270', - - O I - �� :'-�_. 575- �0 PANEL - .= 1 1 I t .-'• - .200 1If I. ez, 0.315' 0.250 e klu>rl 'r0,(.21I3Y0ED' �y � 1 407• r.11xs' 1 -'' _ - Nr7aD• I , - 2.250' 4 1 - - 400• - t� ISO ETRIC VIEW DETAIL A ,y�•T C _i L 9S7 • r:�'`P�' .. - - 0 1 R -'11.1 ROUNDED CORNER • ENDS OF PANEL'S I----2 37e' -- ENO UP W/ HEMMED EDGE. (METES) - NP 'a" 1 `.. .Bls' .J �. ._•,••N�..[D ` .128• 3.750• 072• 23g0• 1 .091' Der I (tw.) .7so• SO KEY HOLE WASHER 31o5-HTe4 AL.UY ALLOY [ �L © KEY HOLE AT ,PANEL IBBWfLf -.750• - ' 2.124- ' _- 750 - I I • SEC SHEET 6 FOR .ODITIONR A", UMETATIONS F SLEFK LENGTH O 1 1% .ORS" 1.250• 37s' O 1 1 - 125' -'(TYP, 1 I ONLY vALO rap INSTALLATIONS HMO A. NSF, - w000 STLUOTUILS I .ISBN - IIIEVE�2LErT3T/uBa -1 ._L OOH 1 _. 2.000' - 2.OD0' 3 750' •- - 1a1' - .-zs4e'- _- L.ne' I ' - Os0'I �- T".) L OYP.)I �' • °a°* � ',750• .230' OER 7 REV. HA HEAD 0 'U' HEADER ) I f i (tro.) - _... _ 1• MIN TO S. I- _ LAM, IIw AUYi6.F'-'�:.! 11 "dw TRACK 1© PANEL HANGER .17.• -. - 3000 3�r.. . NrA0' p: TI(�/ (1 1/4 WIDE) ''11 I-I,Q\!,. •' '•,l (LASE ONLY FOR E-2 RISING STORM PANEL I _.. - E66' I --) I^•j0. 470• ... _. '175• - 067' �°: LENS S! SYSTEM) 006,7-TO ALUM. Allot MN.TI' J F'•. TS _ __. 1,671' s No. 44167 FLORIDA BUILDING CODE Non IN h Valoc NYMoom Zone) '* !.Y -) 1 T OF I,,ZS• KO'� 2 2.DOD' 17]' ,I ---TUN. d ®LFN. O ® 1 " ) DaB' 1. _---- S 1 - -- i 1 =q STATE OF ame n7rCa Fc. 'A. 24 GAGE GALVANIZED STEEL STORM PANEL IINW n 2.000'- - 11,IOY .) - 1.._ ... 060 ...._., SITE SECTIONS ` .v' .ZW' T LH'PO• 0�... _ ` O GLOBAL PROTECTION PRODUCTS. U.C. IL ECO ILIA. ME: •em to. M WlllaT 9 1© BIW Q_ OUT ID4• "F• © BUILD -OUT "F" TRACK 1 S Ht ®WASHERED - Iu d"•!/� A1d WINMM WINONUT /qA oM a� L ,r, ®An iw �aalw� A"n :_ AFdNE fM41NNE, n 20-175 4 XNW_F'. Ne a GRM�a w TRACK ANGLE (7AMAC 3 ALL" r E /i u vD•W .rm Ar i1 urT PL 4Nm a Win 2f INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL I INTO EXISTING WOOD STRUCTURES 4•A LAC SCREWS • e• aG w 1/4'. LAG SCREWS • s' O.0 w/ - 1/,1.1 14 MNA FGA PD.EIMT1/dl ( MI".. 2'- wow TO C%ISirK MAO HEA➢Fe. ] HEADER BEN, qRm Eml , 1/7• Mr, WOM IA PD/CTeATION I 1 - nAi off ON mGl fp FXITINO OOL 14Af.7ER � _ 1. I�� CA+K. I, t. I' S.Y 5. • IA tND OF ' -I �CeIA1. /14.1• E.Mi. , :4 LAC / eLT WA • o it W/ 1 A/Y wG TIKIAOm PCNPMnFM !0 fA61IW KIOOLT TIE,NAA. 1 6 DwR ern r *IT- � 1 :. LAG A 1' SY.S 9tRP:'PS • O. O / j y0 L w i 2 I -fa , II ,.I Y-IDA3 S. FIG TE G CHD OF('SEE 7x1w+/2.♦i f.I_ I +/x ,NArAocO ENrnMIgN K�I++ii�o w.s. rG/ 7/e�..sn2• ro E%mew roux HEADER lCTE_ A -- PII,O IArT NILWnf„ x txR+ rtw) F3 'I- _ 1/,a• dun,. PoP ov'r a coo A,..i• sMi �I D+.EAT,MLW!.7t4 i III„ Wp)+LUn O LWA, ® I o FA rfoOFHI" 1 ' M Y-y1. 9 WAL" OfLyy C,,L. QRAUP K I... $$B W KC I P ` ; P 1 I J-! 3 _ n O -I "Z-81 d.i "r ! 14 •-1 L•"C" to 6t1Cw) NAG aCRLWi • e• 01 w/ N 11111 I vn fA040 KNCINA I/n a "'�';H tK Pun AT ICRILS JDOO OA 11) 914- NDR 10 PAWPLUS w/ 1 7 s' Mn IWNI'fRA1KIi a •J a 5LA I= Mn (JJJ 2'.4' oOW NUR T"FAF6 MT CA ON LOG I. ASIAE"OKN15 ME 014.Y VAJD FUR 91 KINGS WITH A.S.D DESIGN LOAD IN 'O .860E -.5.7 ,NH AND PANEL5 ELKIN UP TO T-10' 2 FOR NEW WOOD FRAME CONSTRI c"ON A'ONJ MEMBERS TO K SOUTHER PNE N. 2. W/ SPECIFIC O ASITY OF 0.55 OR E. WTi.>s 0y� t�[ S� top A01 ASLLPANEL [UCdA{CIIOH ,V fAMI15'('O� x(,9O' �YlITOY AM9F0 'coo OR I000 WEIRS IrftKlAr1DF11YPf M fIIl T IaTL ree mMSIMHA,1ew d ar_r"N" TOP . 9fKTOM MOUNIrgS GAIT RE. COMBINED N AMI IMAM tD sort AHf MSTAIAA OW TOP lM BIOTTOM WITIi_IBAS2SS - 12 Dark BE MAXIMUM PANEL LENGTH "L+" OR AL-" (ft.) 0 MAXIMUM A,Sa DES" PRESSURE sFITs4c (p ) I. ) CONCRETE k wow 01BTALLATONS 1 L9 Ir Alto W-0• 12 0' - 23.0 Sao If'-0' f i s' No-9' "...a' 3so - --ITV --u o Woo es o m 0 650 7D0 7a.0 - 10-10• to'-o' 10-I• -' 9'-4• s`e a-r_ e r e�-a' aw. e o 1 3 -a O 7-e .. 7-3 ­;'-;;�- _ Y-4• - r-o• Trr0' Ia0 a'_ r-`ee.o a__J' - W.O r-o• a-s•_ i-; 1-D• r000 e'-n' _ _e-s 1f00 - - 5'-7' I ra o^' _ _ _. - 5.-e. nse s-a• _-SAL• 12)) x'.•• AUTO PRATE E= D F'A7 OA ON f00f ALTERNATIVE 211W SCALE 1/4'.1• I s WI. i1 AuE NATIVE TIJP HEAVE• WOOD F NOTE 94,01111 TRACKS NOT Slow FOR CLI" aw I I (Su DE,AK Ij2. A I -'L NOR 1A eaOW) 1 _ enDL1 AEAaeR Rr7aIYEa i ]} M VA" R-AO,31f� � AFNO NIT • I I - 1]• O.0 ' 2 '/R• w I p ' W4 AwiVI A I/••Y-7"V* - W GLASS. 1n-4-2o.f:: GJ XLXLW AJ l" Y SCllr f" •W 7 F/1I.• Mn i 7/6Y.J 32 - 7 )/33 ToOw"WICVCRY Ow" NUI • I EVCRr OYtR1.Y" .,.. .. .. I 5f 3 ' Y^M/•Y-M•3/•• M.S - . _� tX Ft A• 3 cal., I } MIIIG'r1enIl11is/E + I i$ I a 17' OL. l .I XE I '( �r f II , - In n� t I/i.-M.3/.• M.5 (�I M/ 7/61n3/sx' MK Aa•4_ t• Yp. .-. NIP OR W4 SEE43/4' y3i s NVT / r A I1n,INYGfN� MOR IA 6QAw 6 , .-1W3 •' 4.S W/ 7/I1Y.S/)2' 1 A'�No NUf �,2• oc LOI Call ;/-'- .LAG sCR(RS • 6' OC r/ '/,/x AC SPSWIs 0 PfN(TR../ t/2' Mn TF10F/LIED T+ChIl %. Yn. (2,()�7' • YEAIOM TH Aa AIL Yn Y..• OXICO. N700 AU1E NLOLMM OL,aTL RETXNALD ENT M, ON ON EIIOF TING BUJI CEWNG MOUNTING km TAILLATION ALTERNATIVE 41'W !NATIVE 3.1W SEALS ,/.•_,• Aar I /4'+ ' ONG .•.f.) AND CORRESPONDING 2/4 1/4. 3/4. 4/5. 5/5 t 6/5 iM�DUL ONLY FOR REGULAR STORM 1 W/6, 2W/61 3W/7 k 4W/7 R�ONCRETE BLOCK AL WOOD W ANCHDRs (SIT SCHEDULE ON Y LURK -_ SHEETS 9. 10 kt 1) . - - - . - _ . _.- -. ,• MA %JINGLE PANELS C11_ AMREI AT FArM 1• YN. I ENO M,IIM TtLCILS !1'7 . (TIE fj A Qa ^ 6 -- u -- 0 ----..... _. v-----5------ DIRECT MOUNTED AT EACH f v� D.M..O' O' Y• f T-I-...1.- t- - -( I-,'r-r-i-,-r-r-� ram--r-r�-T-r-r T --1 MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM ASD. DESIGN PRESSURE TACO .4T. + 1R - (P ) ( ) CONCRETE a wow NVALLAT10N0 t _.. N L- TOO II -4• I3-0' 05.0 12 TO' ..FI-1'_.. tl 7' -r0i7- JO.o ».0 /0 10• 9-a 000 P'-1• 9•-2• - Qko I'-r W-r ago "I I ...._ 5 e0 _ eao uo III _ a o : e 7 _!_ 7 s r 2 OfrF• 70.0 i 5 lS0 _ 7 2 7-0 I -,e' a s' eao 8.0 7-0 1 3• F i_.- 5--to. W.0 6 1 -.. r ) I 3' - s50 roOA r05o 5'-7` 1 5• V-4• -rroo_ 3'-/' _ Tao _ __ - 4'-10' 111111.411' ..'_._ I.-01 MINlRM SEPARATION TO CLASS SCHEDULE MAXIMUM ANEL LOAN WIND SPEED 4 170 "-h .-- WND SPEED > 170 -of, O'k) UNRESTRAINED RESTRAI INUNRESTRAINEDIRWNED RESTRAINED 30 OR LESS V ,• s' 6 t/4-_ . >33 10 00 r ,• 7 1/2• 7 �/Y >90 r0 IAs I. I . 7 ,/i• 7 1/2• YWIYIIM PANEI 1 FNEITH ilNl FOR A GIVEN MOUNTING CONDFfION ®'®Or® i � T� i 1_ I -L._1- t !. 1I I L r L_ _- ; -. _ 1.. IT-r�'.,,; ;I 2 , - t 1 j( - j I- 1 _�I i -! i A T f INBOITED PONCES !(SEE I ; . • �'�IS i- _I r BOLTED PANELS W/ 1 N-20x1' - ! S.S. M.S. BOLT W/ Re CA OVERLAP' �.IABIE) SEGTIOtR AS I , AM1CADtE) I 1 1 _ I � ! , (SEE SECTIONS As ill 11I'II it i it I I I1.11-111 i 1 III 11I 1( �'11 " 1 gI II,11 D•M(.1�;0'®' I I _ i -i - -V�-;..(oI 1 - -- I -I -I[of '. Ia�.- -1- -�--- -_,' wN. 2/4kw 1/4 3/4 4/5,S`/5_.t 6/S. I• MM. 1W/6. 2W/6. 3W/7 R 4W/7 - - .------ANCHORS (SEE SCfEllUIE ON SHEETS 9, to afi)- -.__ - REGULAR STORM PANEL L7' N.T.S. 61 (j) ELEVATION ' /4' Mom GAP kW (MN Ow" -1 wim WLU''Q - IIIIII TOP DOER n' U_ t 5a b TRACK AND" LURID -OUT r�y]�npA(Ot BOTTOM MOUNT HEADER NEA N I AW IE TRACK W nY8UK5 - DIRECT IraHPrt 48' 32' I 32' 36' w -o. s0• 4 1.51R1.51 STUD AMA[ SD• SY 32- 32' 42' 3B• -BO' 5k' E 'C WON w 31• Mi- 42'4-;; 17• "I _. __ _ 1 w DIE SO' 1. i 31• Si'•` 5e S6' 1 SO' 32' I 32• 3a' I 60' s6' 5C MAX. GP Y(1) SECTION A -A .� !N.T.S. NOTM (1) L+: Mkl* M ALLOWAKI PAN& LOOM FOR A GNEN POSOM SSA. DESIGN LOAD, L-: NMUL AUOWABIE PAN1 L04M FOR A GNEN NEGATIVE A.S-D. DESIGN LOAD. (2) PROCEDURE TO OC"AMOK MUWM PAIL LE7OTIE Gr/E4 A POWK ASD, OESION LOAD. KTERWIE WIISAAI PANEL LENGTH 'L,• FROM SCHEDULE. GIVEN A NEL ATK ASD, DESIGN LINO. OETDWK MAXIMUM IWNM LENGTH 'L= PALM SO OULr- nNk MAXIMUM AL100lSIE PANEL U)WH IS EQUAL TO THE MIBMUM WMWI D PN4 LUDM (3) SEE SCHEDULE KID* FOR MIN PANEL LEW" FOR POROSITY QUALOKATIDN. I WWAA A706 aRD WOOD ARE UMM TO 195 PAf MAIL ALSO. DESIGN PRESSURE RATING . I 0. 10 k ,± NOR IUx AS.D. DESIGN LOOS • 4AK. PAN0. LfNat1KJ /OR * ? I � 0. 44167 "s 'A TAPE OF � -` ' ' .amTLTE`R NO IL E C O 111e. 24 GAGE GALVANIZED STEEL STORY PANEL �'F GLOBAL PROTECTION PRODUCTSM U.C. °7/P/mT9 nR 11 . Irs ., OgIUa .iLlr� Ic> 11 III N0ow-"h. 30. Aa s a. r a Frr aAsr n� Ir 20-175 \P / HI.- CONY N1-1w III m N(DIE (M)O-7W. FAIL. W4)W*-e/ef Gr4F+A1 NOTES N ERIR Renlr a a-z NEMf1 :lew4 aEE�ab (C) I9-JL1 TIND xQU AaV.-GRANTY_ G - D55 L6N_:. I. STORM PANEL SMOWFI ON MS PRODUCT EVALUATION DOCUMENT (PLO.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - I/4'I TAPC01 ANCHORS, AS MANUFACTURED BY 11.10I OMLMX. INC WITHW,THE 2010 (7th EDITION) Or THE FLORIW BUILDING CODE THIS STORM PANEL SHALL NOT RE INSTALLED AT HIGH - I14-IQ PANELAATE FEMALE 10 NO PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MIDI-DAOE / MDWMAO COUN IES77. . 1/4.0 LAG SCREWS PER NOES DESIGN WIND LOADS Sor"" HALL K DEEO AS PER SECTION INN OF THE ABOVE MENTIONED CODE FOR A BASIC WIND - 7/16.9 . 5/6• WOOD BUSKING. AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECIALTY CO. SPEED AS REWICO BY THE JURISDICTION WHERE STORM PANEL PILL K INSTALLED, AND FOR A OIECTIONALlrY FACTOR KD. 7-1 N % ! Y N A O a3 USING ASCE °AND SKILL 0 EXCEED M MAXIMUM ASD. DESIGN PRESSURE RATINGS INDICATED On SHF1T7 C 1 M t AN 1 1 PAN L u ( ) ) THIIE,IOED PENETRATION 0 WOOD OF APCON ANCHORS 5EV41 BE Alm 2• FOR ELGO E Mott PLUS 3 1 1 1 f . I 2 • 7, a AMCMID PANFLAAME FEMALE O A IN O1OER TO VEP1M THE ABWE CONDITION. lAl1YAE DESIRE! wIN0 LOADS MTEOAINED PER AS" 7-16 514ML K FIRST ORDER REDUCED TO AS.D DESIGN PRESSURE RATING BY 4ULT,PL"NG MEN BY 0.6 N ORDER TO COMPARE TFIESE M/ MAX (ASD) C2) MINIMUM TIIRGD(TI PENETRATION Of LAC SCREW, ONTO TIC WOOD FRAME UNIT SHALL K 1 1/2' NO THREADED DESIGN PRESSURE RATINGS NDCATM ON SHEETS 3, 9 THRU 12 a 17. 16 PENETRATION INTO STUCCO SHALL. BE CONWXRED AS PART OF THE REQUIRED THREADED PENETRATION IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED AS TESTFO WERE NOT OVER STRESSED, A 33% INCRFA%F IN AU0110,BII: $to= FOR WINO LOADS WAS Nn USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DRERMWED IN C.3) MNMIM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN NIS DRAWING ACCORDANCE MIN NO.S 2018E STORM PANEL'S ADCULNCI' rOR IMPACT AND WIND RESISTANCE HAS BEEN VOI10) N ACCORDANCE WITH SECTION 1409.1.2 OF C.4) MNIMUM PENETRATION OF ROOD BUSHING SHILL BE 5/B'. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS JOE11401-01 AND #0219,02-00. AS 'S140ULD STUCCO EXIST AM I• MINIMUM FOR WALLS MfH NO STUCCO. PEP S57D 12-99 k AM C 330-02 STANDARDS. AND AMF.RrA% TESTING LAB SOUTH FLORIDA REPORT 0112301-10 AS P[R HAS Z71 AND HAS-201 PROTOCOL$, AM AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.5) IN CAW THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS � FOUND ON THE ¢NESTING AND FLORIDA WALL ANCHORS $KALE BE LONG ENOUGH TO REACH THE MAN STRUCTURE KHOO SUCH PANELS COOF ANCHORAGE SHALL BE AS MENTIONED IN C 1). CI) A C.4) 2 ALL ALUMINUM EXTRUSIONS 10 UE 6DW-'15 ALLOW AND TEMPER (UNLESS OTHERMSE NEED) SEE SER 2 (0) ANCHORS SMALL 1t INSTALLED FOE10MN0 ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1-114 ALLOY. B PANELS MAY A.SO BE NSTALEO HORUOMALIY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4 ALL STEEL SMII METAL PANELS SMALL HAVE STRUICTURM OUALITY STEEL. ASTM A-053 GRADE K MMMW. G-ai GALVANIZED THROUGH %) EYCW, tNAT HEADERS® a® SHALL. 901 BE USED. STEEL DESIGNATION W/FY- 92 2 Al' (RATER ROILED). 9 If SHALL Br NI- RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREW: TO EF STAINLESS STTEI. 301 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DTI, APAONFO FIT 161 INSURE PROPER ANCH0CE MS IS KITTER SLALL DOLT BE ATTACHED TO CONCRETE. BLOCK OR W= FRAE BUILDINGS. So016 W/ 50 MI YIIJ SIFENGTHI AND 90 N41 TENSILE STRENGTH AMU SHAL COMPIA W/ FLORIDA BUILDING CODE StC1KTW 2a11 SUS. ILO EACH REGULAR STORM PANE, WITH LENGTHS OVER 90• AS PER SECTIONS I, 2, 4, 5, 6 AND KTERNATNES IRA, 3w k +W ON SNEERS 4. S. 6 A 7 RESPECTIVELYI SHALL HAVE A UECIOL. AND READILY VISIBLE MARXING 04MUCV46 OWNER OR TENANT TO a BOLTS TO BE ASTM A- 307 GALVANIZED STEEL. OR ANSI 30. SERIES STANtSS 5I1FI. WRH 30 LAI MNIMUM YIELD STREMt7D1 SECURE PANELS WmH APPLICABLE REINFORCEMENT DURING PERIODS Or HURRICANE WARMNG T ANCHORS 10 WAIL. SHA4 BE AS FOLLOWS I I OFE INSTALLATION CENIRACiOR Iti TO SEA/LAUVx AL SHU7tfR COMPOHI.-NT (DOES WHCTI REMAIN W CONtINUOUS CONIACT WON THE BUILDING tO PREVENT W9A/RAIN INTRUSION (AI TD-am"SLG.. t>Ovm CONCRQL - III'► TAPCON ANCHORS AS MANUFACTIMILD BY IT w. BILLDEx, FK (AOn. ('<••3192 P,A.I) 12 STORM PANEL INSINUATION SHILL COMPLY MTN SPECS INDICATED IN THIS, DRAWING PLUS ANY BUILDING AND 20N4x: REGULALIUN% P PERMIT ERYrt IS i I• I . 7 -IN ANCHORS AS MAN'JU ACLU v OEWALT WVC PROVIDED ET THE K7N rPIFJRt APPLIED C, r / e rAK' Eu B :�":.".' SEIANCHORS. U19TRRXfIFD BY AL! POINT SCPFW. WX.I ! SPECW..tt CO (MITI f A 3IDOO P. N] 13 (,T) THE P110000 [VALUATION DOCUMENT (FED) PREPARED BY THIS ENGINEER IS GENEWIC AND DOES Wt PROVIOE INFORMATION - 114-10 PANELWTE "HALE 0 ItPANElJ1Att PLUS ANCHORS, AS MANUFACTURED BY FLCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PRO3ECT. I.I. WHERE THE SITE CONDITIONS DEVIATE FROM THE P-ED - 1/4 -0 ZAMAC NAKIN ANCHORS, AS MANUFACTURED BY OCWALT. INC (h) CONTRACTOR TO BE RESPONSBLE FOR THE SELECTION, PURCHASE AM NSTILATWN INCLUDING LIFE SAM Or THIS PRODUCT A 1) MINIMUM EMBEDMENT OF IA'CON ANCHORS ONTO POURED CONCRETE SHILL RE 1 3/4', 2' FOR (lf.O PAMELIIATE AND BASED IN INA PLO PRIMED HE/SHE DOES NOT DEVIATE FROM tHE CONDITIONS OVAIEO ON tW- DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RfSPONSI&llT, I 3/4- FOR ZAAPAC NNLN ANCHORS. M If < THIS PRODUCT EVALUATION Doc'IAVIEM VALE fK CONSIDERED 11NA1/0 MOWi,FD ( ) A2) CALK -IN !SOLID -SUET ANCHORS SNNL K EMBEDDED 7/6' MID DIE POURED CONCRETE. NO EMBEDMENT NTO STUCCO SISAL BE PURLIITTED 1/4' 4-20 SCREWS USED SMALL BE 1 I/2' IONIC MINIMUM SHOULD STUCCO CXISI, (I) SITE WtU:'rfL. PROJECTS SHAL BE PREPARED BY A vi mu,A RcGmiERLD ENGINEER ON AN:MFTECT WHICH WLI. BECOME THE AND 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY Of HEADED SCREWS OR ALL THREADED SCREWS W/O NEW., CNGP;ECR OF RECORD (E.O,RFDR THE PRDILCI ANTI WHO HILL RE RESPONSIBLE FOR THE BUT WITH WING Nits PROPER USE OF NF P LO OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PEA ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC ORAWPX:S FOR RENEW A3) N CASE THAT PRECAST 5rONE. PRECAST CONCWW PANELS, PAVERS, STUCCO OR WOOD BOARDS BE POUND ON THE WSTINC WALL OP FLOOR, A FICXg $NICE K LONG F NOI TO REACH THE MAN STRUCTURE BEANO SUCH PANELS (a) T45 PEO HILL KAR INC DATE AND OWGINAL SF -A ANO 51GMAWRE OF THE PROFE35KNNL I ANCHORAGE SHALT K AS NEN'TIONED N AI) AND IN A2). ENGINEER OF RECORD 1HA PREPARED IT (B) TO rzwrRG-QQWR ILAD.OAA!LL ZSTM_C'mm IA. SHUTTER MANUER FACTUR'S LABEL SHALL BE LOCATED ON A READILYmi&C LOCATION AT STORM - 1/4" OftMCON ANCHORS AS MANUFACtURED BY I T W BURDEX, INC. PAYE. SHUTTER IN ACCORDANCE MTN SF.CT7DN 1 709 9,2 OF FLORIDA BUILDING CODE, ONE LABEL SHALL K PLACED FOR EVERY OPENING LAEIEUNG T') COMPLY WITH SECTION T709S.3 OF nit - 1/4' I . 7/1' CALM -RI ANp40Ri, A5 MANUFACTURED Liz' DFWALi, INC FLORIDA BUILDING COOL. - 1/4'r X ]/A' SOLO-SEl ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECW.TY CJ - I14-ID PAMLMAtE FINALE O AND PANFLIMTE PLUS ANCHORS, AS MANUFACTURED W ELCO CONSTRUCTION PROLM"Ilitl1/1 . 1/4' 12AkW NAIJN ANCHORS, AS MAMJFACTURCD BY DEWALT, INC el"W", A:.T�CC/ '•\CEN •'-. AS ''•.� FLORIDA BUILDING CODE Non High Zone 01) MINIMUM EMBEDMENT OF TAPCON ANCHORS. FLCO PAWLNATr$ AND ZMUC NALN ANCHOR. INTO THFS# BLOCK UNIT SHALL BE 1 1/4' _VelocityHurricane 6l�• B.2) CALM IN r STUD -SET ANCHORS solo DE CMBEODFD 7/8" WM THE CONCRETE BLOCK UNIT wNA11044 67% eaml ALTRw. K 24 GAGE GALVANIZED STEEL STORM PANEL TXWw IA. STUCM SHALL BE PERMTTED. 1/4- 6-20 SCREWS USEO SHAL K I 1/2' LONG MMMM SHOULD15T, i '(T5�T, $�'''�. ..-L mn,/asx AND I' MINIMUM FOR WALLS WRH NO STUCCO.r • - -- � F GLOBALPROTECTION PRObUCTSF LLC. I L�A art ASSTATE 9.3) ON [AEC TIIAI PRECAST SCENE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE IOU ' `ORS ��✓ T . • - �IMNI[F. I.13v1. t Aw EXISTING WALL ANC SMALL BE LONG ENOUGH 10 REACH 74C MAIN STRUCIU*F BEN; SUCH PA \� RAMP w, HA 'W� 4ANwIa aFM ")Rr-FNT LQ ...pLLA.-' - 4� I F-w tsR m-HH .ENDS IINW° 76<E F,w: 20-175 ANCHORAGE SHALL K AS MENTIONED N 81) AND IN 52) ~tA'DD"�N,i '•'• -•�•'� �•N6. ,H�ONAL „r .a MXjipW1T1AE/EKR NINNIIII N m A PLR .. I ' I" M w I r Is ' INTO _ �it4TANG POIIRCO CIpK;RENE BE= INSTALLATION POURED DETAILS CONCRETE OR _ FOR REGULAR CONCRETE BLOCK rm POURED CONCRETE - CONCRETE BOCK PANEL IJI) STRUCTURES ROR WECONCRElE / FD. COIICIETE ANCHORS ' �''� CONCRETE AncllaRs (SEE SCHEDULE ON SHEETS 9 THROUGH 10) % O (SEE SCHEDULE ON ' SHEETS 9 THROUGH 10) % C2l EXI\ CONCRETE POURED / BLOCK . 4)( 1 .i/.• ( 1/2' I RECONDITE , INRXL. _. - ` ./, i ,l '•i II/4, - tNV(. _ _ _.. CONCRETE ANCHORS I,:;'• . . j T I f I (SEE SC"WUAE ON. 1 LC11 6 1 I E./ / I SHEETS 9 llB1011fil 10 ) I I / 1 I .,. "I',,, v I 1 _. MITI -..:_ T -- DELI r,Q� ITNA. At Bnn r C C /,; I I ro Gua - ' i 1 � "I ft" LOON 00 r-�n SEPARATION To CLASS. :� 1 Am ra ArsL 1 MVP,O r-el I �' / /!//:/ I OlK1IIKK_-1 (SEC SCHEDULE CLASS ON SNfEf 3) 1 1 1' MbA. PANEL LENGTH (SEE , I //, ", I I 1 I (SEE SCHEDULE tl 0 1 1' Ye.. IB"10 I 1 1 ON SHEET 3) p I I 1 PANEI LANGTH 1 pASS.� (SEE KHEDlLE 1 CONCRETE ANCHORS E- - I vK '( (SEE SCHEDULE �, SCHEDULE CH I I /" ; R I ( ON SHEET 1) - .SHti'T .�)- ...� . 1 �7 SM[EL'ti 9 TNROIC1 4r t 1 If 1 1 •' / I OF ,I R i w F)OSnN / I1 I E.D Y.9._ I MAX I4'r3DAHtM 6M.n r:/ ', I 601E I Of •L �� I 11 w e e Vr ac :• A j MAX 2 EID + 1 > 1 ,, < E D i , CA ;, 11 1 ". 1 I " L 11.1 "' I C%IONCRETFSTINGP 4Q. Y ,./ 1 • 12 1/Y GEC, .. 1. 1 „E 1--'ICY 1rinaA m"�1O14orw a CONCRETE BLOCK I OONCRF7i ANCHOa$ Z I. 1 "ED ; ®'- -A4-, /p o14. - W/ MA REOUREO. zri.. _ _ _ t 1 (SABERS 1. I ALTERNATE - 1• W. - M Y TMROIGN ,.I W/Qj ONLY WHEN SOLID " . ., /:/ ....EFL LEGION •' C4 , SET k CHX-M H(1RS P ""'Sty W/ WHEN ALTERNATE COFICREIE- p(P.'i1/G POURED CONCRETE CONCRETE ANCHORS �-•) ARE USED. ANCHORS Elf CONCRETE BLOCK REQUIRED. STAOOERM W/ SILOU (SEE SCMEDUII ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEE75 9 THROUGH 10) 1 . 1 • 1J.11T:r gaim ED. " EDGE DISTANCE (11QIL FDQ COMBINATION X-SEGam: (SEE SCHEDULE ON TOP a BOTTOM MOUNTINGS CAN BE SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. r�ew W IRA'-c.c - - , 0 " I 1 i 1 i(AS APPLICABLE) J I DMSGO POURED CONCRETL OR CONCRETE BLOCK REWIRED. 1' Ire.. PANEL LENGTH (SEE SCHEDULE ON SHEET 3) •J .1 r A M r MI 19l,ri.� t^'o ^W W -0 j a) � -6.,CD L CD O � (-- O "O O C CU -p CL W -0 O O -0 I-0 C 0-C 0 C6 Q 0- y- /U �( .Cn V_! Cn O � Q r `CU Y/ O ' � _- CUI ED W O _s W--^ U O_ E� C7 m tom' C C LL- >< Q- .- T CO H mi OV L d O CV i�: CD ID `� Of CL � 0) ; I > E c c CA G --Erx u • - 3 s Ta w i4 (UFin .w L] w L a C U y Cr- .L .."> v7 a _f.2 C­ E -2 u 0- LEI .F INSTALLATION DETAILS FOR REGULAR PANEL (1) INSTALLATION INTO WOOD STRUCTURES INSTALLATION DETAILS FOR REGULAR ,PANEL CI) INTO WOOD INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES __ _.. _ - • T - - YN O 1 I ! t SEPARATION I .'. _ -(WE LOCATION SEC SCHEDULE ON III I (SEE ECMIOUIC 1 1/.Y-ID.+' .... _ �� r- . . ,/� r.p,t - -- - --. p a .....ALTERNATE LEG CONCRETE ANCHORS ,xE SCHEDULE ON EXISTING POURED CONCRETE l', SN[R /1) ; 3 4 r[A0 can I--_- ON SHEET 37 1 tBH•N ,A•, r-fl A•4AOAM REQOICY IRED.OF TING WOOD ,, - ... - .CDGA7ION (SEE SEDFwXAE ON E70SOA10 POIAID COMCREIE__. SHEETS 9 THROUGH 10) OR CONCRETE BLOCK IIII f a e 1/a' O.0 5 m N. SHEETS; • TM1011F.11 10} 40UIPrNCRETE BLOCK TDWAtt LEL RC CONCWTE NNL110R$ /xji �' '.I) W000 ANCHORS•I 1 __. -.. - OXI,AS,y�•'� -.-; 7 _._1 __ -.. - 1 PANEI IENU.TM REGISiREO ENONIEERfR Ym �•'- Ep I'I, }, Oa 'L EJTISf1a1O POUR(O E0, It. LOCA710N (SEE SCHCDUIf ON / WOOD HEADER �.d�{ ' .... ._� l..' _- I (SEE SCHEDULE COHCRET[ RCOINED r,, -- , , RCOUIRED , (SEE SCHEDULE ON I 1 i...__.._._ _ L ON SNEER ,�FDR INSTALLATION. -... f� I / .!:/Lls' v+ �!� _ '/ ` ,-_r - sHERS 9 TMROMH 1 ; 2 j1I ,/4• SHEET n / II! m ... �- -- --- CHEDULS KTERWTE w000 ANCHOR$ _ I1. r -: - - , .111• ILO IaHIw Nu0 W (D / • / ,Y f _ t ) ...�.. SPACER ... SEE SCHEIXLE ON (SEE SCHEDULE ON - ,✓/ ,✓f�1, .1• MA IYIeA AG,pCA. T �/...,, A '.; `" , A• F- , -41r -11.- .ifw ••anp T•, WaIrM 1 � 1/2• ,/4• II/I.I MAXMAN. I 1,7' 401 5►ACEI_ I _ 1 Of l• SHEET 11) slf¢r 11) � 0 µ -iD ED-: ; /..-m�f�a min .1 �' 1 / ,III1 �•. ,/••-Aar• s.L Ma V HAn ._{ •' .. f - iENGN 1 : 1/2' • u try• Da. CONCRETE ANCHORS -...: • g 1/2' HLG �: • - - • .. _. !.. .. -....I - 1 - j ;.-)wlc'-_ ) 1, I (. .. 1 WOOD HEADER . r 7 1 EO } 1 1 MAX, !y 11/4, I 1 (SEE SCHEDULE ON I/r• _ _ _ , I I I REoua1ED N 1 I MAX.DOO 1RADER.. /1• 1 1 SUERS 9 THROUGH IOU. - / - 1 LD // ( 11 1 I._ - "--- I -, ---.___------_- 1 1 ( �/ I ,/•Y-»,• %may�'/ I YM. 1 NN. .I I (�)'1) EO --_-- 1 1 _. ... I _ .._. N REQUIRED .. 1 (gam}- 1 E.D , J I •s�O•I %. , .:1. /, / / . f i PANEL - t v _ 1 ExlsT,rq 1 1 A 1 ` I woao MNCIFDAS - i I i-... _ _ •~-owa .an 1 (/ - - I qy . I 'C m. 1 t ___ - . .. __ I . _ -. ) CRASS `I tJ 1 � I i t r� ° ,n' °c W 1 �� Of NGJ 1/ . I / '.' , / n..r S ( l...l E I i i _ t&i11' YAx. LONG N 01 OEM SPACERS ; 12 1/2' 1 I ( TSCMEDULf ON �, ` II! 1 5- 1 `! J C.O.EG" �1i ... I .. ) O ,g:V I SSE SCHEWLf i /u1 1MAX I 1. 1 ,�P O.C. (SEE TABLE /1 ON SHEET 11 - - 1 1 _ ,ra_Tar . , 1L3F L F'OR SPACES '1 j) 1 1 1 1 /"" }/, SHEETMk SEE NOTE •• BELOW FOR LIMITATIONS FOR MR 1 1 . dti t� 1• Lbl. ,�2 , ( I a OIL I 1 - N M t>� CH 1 TO LASS. 1 t/41mt' 1 .J PAN LE//OTF, I I 1 1/2• LONG 9LEflILS. ESEPAMRON TD 1 ,/'�i t t f `1J > {, aOIAP y" 'S / ' TO GRASS I 1 1 PANrl LENGTH E I I OlAT4.(SEF I 1 L f pa A0K KrLL TO IXA55 I 1/<Y->�,' -y ,/4Y-fat ( I SEE SCHEOWF +I I SCHEDULE 1 1 I j _.. 1 LDa( •Nw /-/•) 1 (SEE SCHCOIAE 1 u SILO • 9 k 10 i 1 ON SWEET d) 1 (SEE SCHEDULE 1 I ( ON SHEET J) 1 _ PA14L F OR PM1FL 1 ON SABER J) .l a can r 1 Mkt. SEPANTgN TO LASS. I -f SE[ Sc HEDUIE ON I LL awn • I ON SHEET 3) SPACER ON SHCR 37 1-- ) 1 SCHEDULE ON SHEET Ri o 0 1 PANG LEA�TI, ; ) 1H Pitts ( ,1Mtt 1 VL 1 r 1WE 504ML E ON SHEET 3 , I/a•1-}a1• 1• MAX s 1 SEER 3 DIAL rta W4a 1' Ma.. 1 f i` _ NK ra Ara N LL half q f I / . f oAaAA"' lE E7MLE q t l (SEE SCHEDULE 1 ._. - 1 Uf7w( c'AW 7•iT PANEL IfNCTH 1 1 N U I MM. I I: - 1 i 1' Wit i , fIH HV, Iwa (tT SCHRDULC 1 _ .__ ) La Ian • L ry iH- ,nn( IA4w rir , I 1 ) LHOH .e') t-..,�.. i w ,A a, 9ANE1 LEFIDN y^f ON SNF.Ft 3)�,,,, (SCE SCHEDULE fXAS9 I I I EXISTIN_G_� " I AK FaR lrla 1 CRASS -1 (SL�S" 1 PRATE HONIED , - .. -.. -... _ ..... .. I (SEE SCHEDULE EIOSD(14,4 - - _._-_. / SEPARATION 1 EXIST I ON EHER J7 [xISTIyO-1 { -+,- 1 1 = ofu Y-r') Cio. _ 1ARATION 1 1 ILI4RK na 7� ON SHEET 31 ­11TO 01A55. ! .I N _ --. _� J! GLASS F , _. 1 1 - _ A_ _ ON SICIr 3) G1 1 P-�' 1 1 vA T - 1 �} 1 ON SABER 3) 1 c% DIRECT MOUNT W/ SPA[ ( q, T I T 1(9EE iC/MDtxL I !o% - A,f:-.:. -_ L 1 - - CIO I I OF •l• / 1 _/ OF V I=-.... 1%'. -. ---1'.-.-.. 1 1 1 1 -N 11 CL 7 1 .-, N i I I l.J i L_ 1 I- SCXE 3/a.r ' I S.:/ 5011 � E.. _.. -__. _ I O 1Nx 1 ON SHEET 3) 1 �, MAX' I - ^ 1 fk N ALTERNIATIVE 2Wf 1 7 ----'k-.: MAx i `IJ or v 4 4 1 " • • 12 / OCE D ./;. 1 / SPACER I 1 50R 1_ 'T 1 2'I +'O N - � -�'� IIOR 1 � SEE TABLE 1 ON SHEET ,t FOR MAX,NIA%. PANEL IETK'1Tf5 d 1' 1 I / �' ,C� 1 1 O 1 1/2 DC i. 1 ED r1 tL)WTN I 0�' I 0 A WIT. .D DESIGN LOADS FOR THIS INSTALLATION. I � I 1 I 1 .,I l 4 _. � � uAX l� . 1 1 , 1? I fF'L 1r`}� I 'C.! ` .. j I 1 • T2 1/T O.C. FO _ _ '- ._ _. __ _. _ 1 I.. 1 /., ._ Tr4Y KJ•On I C I ICD l�_1 - 34• r • 12 1/2. CC j --L-. 1 1 I --',1 T,2' YI _ �. --.+r - - I _ ___-- I / i-!Ot 1 'f T NO FINISHI 'h'!O„fD" CONCRETE ANCHORS • • 4 ,/•' 04: CONCRETE ANCHORS _ I J. I EfO.. i I f : _ __-.- ___._..__ .. .____ AIaOdS"'D ; "�' EXISTING POURED `+.. ` �\ \ (SEE SCFEOULL ON (SEE t1CNC0Ul[ 11N - . .1 _) - `i, / O.C. CONCRETE ""k0"'' \V /i 1 Iv4 FtQDE r ® '<E i / 1 I _ _ - MODULE 1.. --1 I 1 - A6liEE0 w/ S7U0 r • 61 4•ed f6 I 1 IIEOUIRED ^ .\, ��' (ALT. CONDITION) SIM 4HC[TS •THROUGH 10) //; 6t11H0 LOURED CONCRETE SAEFTS 9 110OlrGH /0) R OSPACERS LO•ttr'I ,/4 OYty i0R - '- i P1 ..___ __- . ,. (SEE SCFIrWIF ON *Tiwttl M Wa 61 t/2• LOw F M .-_ -- __. __ - i0 Ij (fAND PANELALL DESIGNOAM 3/4' \. f ,,. OR CONCRETE BLOCK F#,STI10 POURED CONE EfE t.E11CiN5 PER SHEET J. PLATE RECURRED I I R000 ANCHORS � � () rdoLLmm m lmm ONE IrOK'r Lim WON Y-0' (LSE�SCNEDLAL ON l/�t ...- DECK REDEEMED w7>DO PLATE _ _ i LO CONCRETE ALLNORS_ ' __ REDUNEO. OR CONCRETE BLOCt `�;� LONGSO ALUMINUM PACERS • 2'%4• WOOD - 1 : / ANCHORS '-_..__.. .: .__ _. _ REQUIRED I (m a - SSE SCHEDULE 9 ON f0) - - - E D... �' PIaLN4ED ,1 1/2. O C. (SEE TADILE , oN i STAGGERED w/ STUD * YPA411dN m aL.r ed10tam 1 �I wN NIO x61MIlr NpGTODMPaR'L rRO'1 NM Ii 2•t4' w Cm THRO - � IR000 ANCHORS Q (sff scouLc ON I ON smo 3 IMY K RmUCED !0 1/1• N I' _ 2•%4' 1REQU W ANCHORS OOO TINT COMPONENT m OMI6 Nr TOILE d a silm 1) 5N♦<IT t1) (SEE SCHEDULE ON LONG Ai THE i0u0A•D raua10 I AK .: -. _ _ LATE REQUIRED FrNR NATO RAN) w„LL K wvm Mfd1KK1 AT 1 Ile ac. 11 VIM I1) DEEMING *ft I cbn MO Y%nocnm FROM ft I/Y• nF W44WO .AV= ON WALL MOUNTING (DIRECT MOUNT W/SPACERS n OR (1) MAPILA An Deem POMOM -- 2• min , .-- - Cn NAM d .W, -es aAr. I (3) MAL M OK 1MIn LOOM d 1lOm A O' a NN MOW 1 Scut 3/M I SCAta 3 B-, as �YII _ ._. In MygAw srmN Ma LOOM •re 6 f�B LL ROAOmN n10Y UA901 MIR tCaRN NLOam ON I V J ■ B� gckz MUNG eii. MOUNTING (3) 110w PWQ 11•f/4AA110N R aer (4) , ,/= LOId w'AoIR U'OILlalell M WNW K N IEIDN aI BUILD -OUT MQ�jljl]d({ L ` V ALTERNATIVE 1 W INro AN EI•fIld ,Wma rAaN WINE SCALE 3/8- I' War L N $e amR 1. , 1/'}' Lad 41Wa0R M m aAr , MIINNN �TSCALE 3NINE- 4W 1 ,-I loll asd t0110 1. 1 A11D d M OODIIO N As1Y SP.AL 3/awl' m IIINIININI SCALE 3/B-1• (4) OWAUANk WAD *LY MR I I I-IOs PNYMD 00 TW tdGo rm E "00 O 7W ROAM 6ULDM am ttp A. t "AL .. rlk/r f . 3 Ao AWN E Ell A. T!(�lI--------------- �` t %,10ENL j1. 1. � LU 3:' CEN ✓� NOIES: 3•:' \CEN ✓ Mf1TF FOR COMBIfL T10H DF SEC IONS: NO.44167 FLOODS BUILDING CODE Nen h wl«) NurrlDan• Zons rC \� F '. FLORIDA BUILDING CODE Non High Val« Hunleons Zone)1' •F FLORIDA BUILDING CODE Non High VelocityHurricans, Zone 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D * = 0. 44167 ,+GmD nTma ,•c rp. NOTE FOR COMBINATION OF CilOMS. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. : No. 44167 cam r.*=. INC. F.P.TOP 8 BOTTOM MOUNTINGS CAN 8E DESIGN PRESSURE RATING )_ "2O t4� INC,1A' Q i 24 GAGE GALVANIZED STEEL STORM PANEL I6•nl n, '�'� DESIGN PRESSURE RATING (p.e.f) AND PANEL LENGTHS 19 :• . F 24 GAGE GALVANIZED STEEL STORY PANEL �1.,� r. (P•L.fJ AND PANEL LENGTHS •c1 STATE�. 24 GAGE GALVANIZED STEEL STORY PANEL �II� N, N,.: • Vr * _ * i COMBINED IN ANY WAY r0 SUR ANY AS PER SCHEDULES ON SHEET s9•''. .. - NOTE FOR MOTION OF SFrnDNs; Ii -- c. _ a�/NryyA9( o7M/s6w TOP A BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR I ' : *r_ WM/Nw INSTALLAT)ON. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ?sOA,, ffORr - . -%--._ PM/No Z E.D. - FOG£ DISTANCE ; STATFOr�• ,_--'-., IIw ECOINe. Nu PROTECTION FI4WWINNI I•LC• fMm CDue1NE0 IN ANY WAY TO SUIT ANY ALTERNATE 2w') a STATEDF> _ ��►-� GLOBAL PROTECTION PRODUCTS, LL.C. 'ItE�F'. IL ECOINe. �L PROTECTION PRODUCTS, LLC. atn, '•, 9••'• CERML me.. MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECInC 1 (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE O •• A T. , - - ae 41 /nw INSTALLATION. �%, Oi, . A( pI ;.• • W.r. OF f1Wt1 DENSITY OF OA5 OR EQUAL DNAI E y • 4600 LR. BI 4,IIQ1 ,e• LORIO •1G> MI■. a a. w 1 ba n anN osl, n_ 337,E 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 '• ORID /fw 2o� a. M- a -4 W a1w OPIL h. 3", A •"L'✓ _ IIIUp,NLA U e. Y IAIIY ,MNra n NI■ onC 2 SD,• SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY 'SA_Nr ••.,,, ••'CC �v AA �ra 20-175 20-175 w...aw. awl.ls.Hrlolo m..w rKeNc ae.)rO-nr rAK (N4)ar-6m a •' " �v AA.. RII m-Iw I- u,-1w wtaa: ML)NF-)ML "AL RM)1•FrfrT S' • • • • Aw OIf 8t 1 g O"'u, HAOME: M4)10 Mm . FAIL OMa)♦ss-6Yrf 4r11 I PMO-� 2GKNwO M INSTALLATION. io " E S -w ....... DAN1ed ..; MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC / 11 IMIId N. FFFFFN■ rb•aDOlne �4. "" DENSITY OF 0.55 QR EQUAL. AIN TA-HEw7,I wr' P/_ IMAL/1H91M,ME/OIITE u-otlLLIE Irrlll R rAm A 1KLn Y. rE a 1RI[R ! a » Nutt rwa/a,E ,wm A IF.La A., Na. m MIaT I a II +aAtm A 1111X Jr.) 'a IeIQf ] « ,4 J a SHEET NO. SH 1.3, END CLOSURES DETAILS -FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR--WQ-QD _ST T_VJ a- VALID FQ)2 REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL J'SYSTEMS 1 I 1 1 R POURED, CIx.CKR. 0 bNarn )�.. © •® TAOf>1 CR 2', 3', .OI]' JIGS H-1A On 1 VARIES .' ,11XOO FRANr J le W, -•' uWR'1� & � OIfOlAP,O We'-" oI ALOOF CPR A _ E - S 1/2• 1 IAPGON. ,7{O,r ' �4 t .N]IIRED CONCRETE. COAL%TIL r�(LM.. B4OCN D. 2'.." .000 .RANT DOvRm CONCIH'L 1 I/.•. . I S/4' tAPCOM •. ] " RCae,EA-, O Ca1CRE11 mmL C• • /'� A 0A a ,• _ I '/7' ('�)... rN wooD rRANr 1 OR� r .Mr RAYN {E I I .- GAP • 1 :I 1 11AKP' ANCgII ♦ ]' . 7• . D55' ro IAEnRWn LED LOCATION - a 12. O,G VARIE3 , >• . 3' • F O• can. I (��r Ala .1. L t1J7 Nu.1.- AN. s, L,1 ---- I XIo' 3N05-N1" JREI POURED CONCRETE. CONOFIr 6r. ( - 1-/� 1_ YTt4 IJY BL>TT PATE BLOCK OR 2'N' ROOD FRAME ' 2 1/2' 11 I 1 'na' / - --\ i'.'.,RLOURED - J 7' _ 0 }Mln i, a ,P YO,. -- - --_-_J MP.. CAP V 1/4' . WLT' I. 1 i , 072' a 12' GC 3'q-H,4 P+ 9053-11 MAO'T W/A[,1NUT OPP, N,m ANaE CASE A (PLAN) CASE-8 jPLAAA CASE C (PLAN) CASE D (PLANT SCALE 1/4•.1• SCA'i I/C-• SCALE 1/4•.I' SCALE 1/4 �• „OMD CONDOM,. (,,Ui,RA tAA ., rrAAUf to AND 1:x P.-1VRtD CCNCRti -. Y.----1(4. ,a 0) J9 OR CY 11Cn RLOCA . BOTTOM af PANL714n Pw$ ((Sf7 ,, 1 ROOD SOEDULE a, SN(ETS 9' CDNCNiT[ BLOtx fM v \ a. _ (MIN. PANEL 2•.i YrOiOO TRAY[ '�RK3-1 O & ® rRAYt p1a141[D ♦� •P1•lrtl9lt ,O 4 11) OP WIDTWCAH) POURED DONCREIL CONCRETE "ID"REO r �' 1 1. BLOCK OR 2'14• WOOD reAW 10) l ,\ I VARIES ' - may' Q DR® ` 1 �/, I ?CN,PEO iG1 R R ROUww & TO S MIL 11 11, --' ANY (ill" cur END PANEL) t - BA DISTANCE `--,--I-----T'' . tlYp.) .- /---'-\ , -i--� r-- ---- �,.•:: ::w,: - J PYP.) N,,,,IN,r1r•„R,F,,, CASE G (PLAN) \ I - / \- i 1f�I Y.a e`ok r)[[/f%,, SL'.ALF 1/4'-1' --�/ \—! 1Pn..•., °' ;r44��••`10ENS•'.•'✓9; VAUD FOR DIRECT MOUNT NSTALLATON ONLY k E CERTIFIED PANEL INW04AATKM AT WALLS W/ _ N0� TIT44167 SURFACE LEVEL VARIATIONS WITHIN 3/4- *'' .:I = i FLORIDA BUILDING CODE Mon High Velocity Hurricane Zom CASE E (PLAN) CASE F (PLAN) f {r o3mo nEm, I 24 GAGE GALVANIZED STEEL STORM PANEL �,'1''P SCALY Ij4'-1 SCALE 1/4-1' ':SIO�A, , 4 R)01',..-4- _... ___ ___ o) � o °''• - P ' IL ECOINc. PROTECTION PROWCTS, LLC. 2'/m ' HINT, Zi'IfJ 1nl re Te.I ! wr COY .ae0 S. Dl SIIILIt . vN DACE. - J 14 r= 1-1 W" ,= - n-R�n1 r w,aA (P54)41M-i3M, FAA ,_NON-e>r, 20-175 PE MAL/SominIRE/OATr ` G-GD 11 w % _ DAIYNG N. OPLITA A TALL" !., .i _ eRILT a Ole MAX.NV LAF5,_D. _DLWtH_.P_RESSURE p�TINQ _12-.LL)._AND CORRESPONDIN.S-.MAXIMUM ANCHOR -SPACING SCNE ULE FOR REGULeR STORM PANEI,�]:INSTALLATION5 INTO WOOD_5TRUCTURES (VALID ONLY FOR PANEL 1 INSTALLATIONS AS PER ALTERNATIVES 1W THRLI 4W, ON SHEETS 6 & 7) MAX. A.5 U DESIGN PRESSURE RA77K (, if) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A 7 APPtI:ASLE 0 TEAR TI COrB THEM UAx9,UM PA EL LENGTH 'L• (R ) TAPCON LAG SCREW PANELMATE FEMALE m PANELMATE PLUS WOOD BUSHNG T3• IY tr - --- 15, - - ,3 -.,__ __ -- Ile (lop) 6 1/2•-- 6 1/2, 6 1/2' 6 1/2• 0 I/T' ime (Tom .45, -45 L� - - _.-__ a - ._ _ - e 0 1/4• -_ _ _.____ 12 1/2• 6 1/4• . (Bpfi.•) _ .__ 5'-D' Ln a' 8 -T _ (TOP) _ ;]• 1] - 13, ,3 IY 411 ) 1r Ir it 'r a t/7 0 (TOP) _ e I/2 6 ,/2•- _ 6 ,n• .e_i/20 __ _ ____ 6 1/2- OOP) _ - i- -a 1/4' 12 1/2' 6 I/4• (,OTT.•) >3 -0' 4 112• --- 4 1/2. _ -- loin' 4 . 4 fn 91/2--- 5 1/2• - 0 1n' fw) 1� 0. - r -12•-,----IY -T -._ - _13w (00TTOM) 4• IN (TOP) tY ,3' U• 13' a //2• 4v ( Tmw • SEE TABLE /1 FOR MAX.NLE AX. AS.D. DESIGN LOADS & X. PANEL NGTHS WHEN SPACER iA IS ! USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 Jll MAX. A.S.D. DESIGN PRESSURE RATING (G.4 MAXIMUM ANCHORS SPACING FOR E.O. - AS SHOWN ON 514LM 6 A 7 APPLTCANLE ALTF71M C,1 ' ANNYN Or THEM I,AA1Yl.W ANEL. LP4'NGTI; L' (f) iAPCON LAG SCREW PANELMNTE FEMME 10 PANELIIATE PLUS WOOD BUSHING 13, 13• ,3• 13' ,3• -- 6 --- IMP (top) Ile (BOTTOM) 13' . Ir . Ir 13• a 1/2• 6 1/2• a 1/2, 6 1/7- 5 1/2' as_OOP) -- 7• --- - -- -- T T/a. 6 1/4• a - - 12 1/Y ---.-5.- 6 1/4' - --- (O j W--0' NIBS 3111 MFI) >+45, -45 r0 ♦75. -76 -- i 1/2' a . I -_-- 13 Ir - -' -17 -_. q' 3W (BOTIMM) (Top) 4e' (90ROI,) 13_ - 13• Ir 13• Ir U• - 1r 13' 1Y ,]' IY 1O" +W (Top -_..-_.._ -- 6 1/Y 6 I/i•L71 6 1/2' (TOP) - - 6 I/4 a ,/4' (euTTI >57-0• 4 1/2' S• 7 1/2--'- -- (w) ... 10 7-1 r 5 1/2' Sw /� 13'tY _a'- - Ir 5 1/2'OP) ;7M) Ir ,r Ir-10' W (BOTTOM) - SEE TABLE /1 FOR MAX. A.S.O. DESIGN LOADS & MAK PANEL LENGTHS WHEN SPACER , IIS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEn 6 TABLE/1 A A.S.D. DESIGN LOAD MA)GMUM PANEL LENGTH 40 PSF OR LESS 6'-8" > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSf 5'-1O' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INS7ALLATIONS W/ PANEL MATE fpAALE ID OR PANEL MATE PLUS ANCHORS & W/ (29 SP�,Wi,,4 1/2' O.C. op,}5TI( �lam.9 VGENS.P.' N 44167 ATE OF rump `A C . PC 24 GAGE GALVANIZED STEEL STORM PANEL � IF " 1 L E C O ,we 'L GLOBAL PROTECTION PRODUCTS, LLC. FOUR,I TT 51 TIRE[, °"'R. '� -I. - P6.)606->6N. ,AF (904MF-G)97 - o;' 10 A OMI COMPANY X. - P,vAA n ..w ieq Nn.= - - -1 - 20- 175 e A00o"ll PYI.A N r WIPA ILLI". prrT ,1 V 1■ -- F H INSTALLATION DETAILS FOR LIFE 5AF-LILY PANEL C1� INTO POURED CONCRETE QR CONCRETE BLOCK STRUCTURES '/4'P TAPCOH Exr5Z.G FUME, ,/4'IF TAPCf)1_ ._--gisfING POURED ANCHOR a 9. OC CONCRETE :R ANCHOR a 9' 00 W.CRETE OR CWREIE BLOCK Y ooMC•ALTE BLOCK y REWIRED `' REQUIRED if ?.� 4) I 1/2• I '/.- (..� 1/2' 1/4. 14AA. I mm ✓ I ' I at-ftj . t t " A-11 w�,6 GABS t ,- - _. ./. - ) I (_ -eLEIR�,IA�' I 1 u,4TN - 7.4' I i I ' Mo.. PAVES LENGOI .. .i _ _ (SEE ELEVATION 1 I• I T T1DN • TD MAU I H ON SHEET 12) 9 1 , I ! n L12 I.:� ' ' ' II I EXISTING POURED CONCRim OR - 1CONCRETE -�� BLOCK R OLNNED " I n1T-`VL'91G 1/4`. PANEUNlF PLU, 4LECTION R-3A .11. a 12 1/2. O.0 tB REGULAR PANELS SET SmEm tI A 16 ,OR AX:"OIIS TYPE a SPACNG FOp .f311I:ATXRS INTO Isom FRAME 6ULDPH:e Y.A.A.Y ANCOR SPADaps AND ATiOMUY LOW DISTANCE ARE MgK'AIED ON INS SCHEDULE FOR E-D LESS TWA INDICATED ON SCHIMULE REDUCE ANCHOR SPACING to MUETei1'f11G SPACING S IM ON SCHEDULE 9, Tot,OLUMV, FO FACTORS. R THIS OPERATIONm RIDIACEO SPACING OBIANED URM rAC'IOR SKU Nor ORE LESS TIYFI IWMAA SPACING IAIIATED FOR EACH ANCHOR wf tP, THIS 9nFD,A.f. ASSET.. M Ile. +/4 V - T om w'tUX Ntl1eL N019e .Yoa IMP 3 ) IF uWwAOYFM 41MP1• a,) 3 7 ..- In o.wP. eV OA) A1119L a am= VA) FE m , '/7• "' 1 ,/2- _ °U - 3- 11 YC m .. N I• MI. - a --SEPAL lITION I N TO GLASS % 4-- _ ,/'s.'ew Au n ° . EXIST, J I CLASS e N 1 L• YAz i 6' PANEL LLNGIN I 1 (SEE ELEVATION I 1 i ON SHEET 17) I.T__ -._. .I I 1 rt r- I \J I I 6• P O REC CINNCRETE OR CONCRETE 1 I ^ N'9L ROT CONCRETE BLOC A[OIARfD I 11s,G1W) 1/4'0 PANELMN11 P%,/a 9-.UfG ANCHOR (BEYOND) WALL MOUNTINGS SCA.F 3/6-,- a� �I-....EN ..,� GEN 9 s -.,-_ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone *= * * 4m . ,Arrco. rc N 24 GAGE DALVANREO STEEL STORY PANEL tAlAr. In �. 4oc • STATE -*cc =_ flOR10P �"��' / -, % IL E C O LNc. 1\ ----- -'____ GLOBAL PROTECTION PRODUCTS, LLC. '"C""aI DATE kF ; .. •IN - 'ALL' 0,1 E 1' AL NW,u Ti11wMOR•. tts."w1.oM[[AI,MO COYP� NDAVE, IT, 3 20-175 A NFFlrj3fL1H,,IIL� r.-�piwO 4•aWll-�. n1_1x, PI.bE (IMMeP-)SM�- (W)eeP-.>S> 011IMWii Ib. PC ITJ1/A I'MONANOT --- rA-GDGe)N rnf01 A TOLD N. PC Mt > P,1rn 1. 4I ,I MAXIMUM A.S,D• DESIGN PRESCORF _RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL :•jJINSTAI,LAllONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A5.0 DESIGN PRESSURE RATING tD.r.f.) MAXIMLIY AICHpRS SPACING FOR RAN E.D. PER SCHEDULE BELOW III APPLICABLE To 1 A A//Y GG°"'s""TNEw710N YAAOYUM PANT] LENVT- L• (it) ANIt. ASD. DESIGN PRESSURE RATING (D •.r.7 AIAIOWY ANCHORS SPACING F(XI MIN LD PER SCNFAuIE BELOW APP O L C.AIRE TO A ANY Ga THLION YAXIYW PANEL LENGTH .L ln.) TAPCON SOU -SIT PANEIMATE PALE ID PANELMATE PLUS ZAMAC-NAJUN CALK-+N TOCCM SOLO -SET PANRMNTE FEMALE ID PANEL MATE PLUS IAMAG-HAIR CJIIX-N m mork roO'Am ro To 10RrrE ro roolm m ,0 6NcanCONCRETE mm. ro jsal+aeRComm m IOR1°- Ir J' IJ' ,] 1' IJ J' 3' 3' 3' 13' 3' - Ir , (TOP) 1 (BOTTOM) 6OR. LESS "�-45 ro .Be. -a ]' J' 13' 13' 13' 3 it 1J' Y 3' 13' 11 I/2 I (TON) °09 IES5 IJ• ----- 13• 13• U• 13• - U_- -- 13' 13' w 13' Ir 13" tr -- 13' Ir Ir Ir -- 1r I3' ---- 5 IY l3' 11 1/2 - , (BarTOM) 13' 3 ' 1 ' ] I • ! , • S , 3 i Y - , 3 /]• , • 3 13' , Y lY , a tY , DOT') 2 (BOrrOM) ,r 73• I • J Ir - Ir IS' Ir - 1 ' ] , r Ir l3 „ , n : (TOP) 1S• 1J" I3• 13' 13' 13• 13• 1!' tl' 13• ,]_ 13• IY tr IS' tr tr 13• Ir I:F , 1/2 2 (BOTTOM) ,r -IS• ,3• Ir 13� tr ,r 13• tr tr Y Ir 3 CmP) 13• 13' 13• 13• Ir Ir 13' 13' Ir I]• 13' 11 1/2 3 (MR)- - - 12 11?' 12 "I 6 I, A I/4' 1T ,/r - 6 1/4• 6 1/4. 3 (BOTTOM) - - 2 ,n•,a 1/a 6 1/1• 6 I/4• 7 1/7' I2 I/1 - - a 1/4• 6 i/4' ] (BG17LMi) a r r r a• r a• e• a_ e• 7 In' 4 (TOP) 6 6 1/2• a• 6' a• 6 1/Y a• 7 I/r e•„ 6• e• S 4 (TOP) a• - 6• - a• - r r - r - (aD'rtaAL) e' ,r , 3 _I 3 _ - a' - a' - a_ - Ir - ,r 1 J _.. a' 13�n I7 I] 6 1 1' - 1/I 1 I/ T _ - n , n 6 1 4' 4 (BOTTOM) (roPj 3aOtroM) t- —..T P_ 61e )13' 6 (Butt^ )LEAS 13 - u• - — u• -- ,r ,s• -- ,r - u• u- -- ,r — +r _ , 3 ,3• , ] _ 11' s crop) S BOTtoM ( ) - a oP O ) -_ 6 BOT «) Ir , 3 - u• 1 ] Ir u• 13 ,]' it tl 1] - 1 r , ] , 3 1Y Ir i -, , 33 t • 7 - T— j t ,3• 1 r _ 1J• - ,!' -ts_: t J __ I ] 6. _ 1J' _ 13• _ iJ' _ ta' _ 13' t ' 7 13• — 1 J_ I ! _. _.__ _ 1 r s..t/{' 1]• 6 I 1• _. , 3 6 t/4' I 3 9 I 4' , r _ IY _ 1 1/{• __ { 1/4' a 1/4' _3 ° t/{' _ - - a 1/1' ° //4' 1r S ,r to InIr__T_u• 1 1/2 5 1n ll• 4 1/2 1 OOP) ,1,-6• ro q-4' tr 6• , it it a 1/Y ,r tr _1 t/2' , to' B ln' 1T• 6 1/7 °• _IY Ir 6_IIle 6 lir 1 t_mT 1 (WnCU) >5'-e, TO I-e' IY --7' 13' ,r IY 9 1/2 13' 9 112 ,0 1/2 7 1/2 13• a' L (BOTTOM) -_13' VS• 17 ,/Y Ir_ _ la• it 10' -13•_ 1]' Cr e• 113" /0 1/2"_ir T 13, 7" 7 1/2 5 1/2 Ir 4 1/2' 2 OOP) r_ IT _ 13• Ir a 1/2_• 13" 0 1/2. 9 1n' 6 I/2' Ir 3 1/2. 2 (TOP) _ 7• T 13' IJ' _ 1J' • 1/2 13' 9 1/7 Ip 1/7 7 i ��� 6 ln' 2 (BOTTOM) _j 7 1/1• 13• IY _ 1r 10' lr 10' It' e• u6 Ir 6 1/2• 2 (BOTTOM) ,r Ir tr 9 1/2 Ir 1 1/2 10 112 7 1/2 13• 6 l/Y 3 (TOP) 13• 7 1/2" 13, IS, IQ' 1r ,] 1/ ;_O - ,a 1/2 11•.. - ---- - /3- - 6 I/A' 6 I/r -- 1 1/4' 3 (TOP) ----- 3 (BOTTOM) - ,2 1/2 t7 1/7 6 i/4' -- 1 IJ4. 12 1/2' 6 I/4' - - 6 t/4' 6 1/r �- 3 (BOTTOM) - - ,2 1n -13' 1T t/I 6 I/1' -- 6 ,J4' r1X r _ 7• 0" a 1/2' T 3 t/Y r1" ♦ 1/I' 3' 6 1/Y S' 4 (TOP) 7 7/I' 3• r 6• Y a' a' 4'• 4 1/2. 3 I Y --- 6 1/2• r 4 (TOP) _ 0• t' --- I-e . ,Y 9 I/7' ,/7• _- 7 1/2' 4 DIOrTOM) r r -'S•_ 0 1/2• 7 I/2' 4 (BOTTOM) 6 (TOP) tr ,3' Y-+j2 ii 1/7 7 IJ2• 13' 6'f (LOP) _- 1]' _ a ,/T• 13' __ 13• 'r __ 'a. - _6• Ir_ _- f0' '1• r 13' 6 f/2' 7• ' __ _ 13' 6 1/4• f13-i , 0 1/' +3' IY7' . . -_. 6 1/4• 9 1/2' --- 11' tr ,1 1/2' - 7• O ,/Y' 7 1/2• ._ _ 7 1/Y 1 - 6 /2 ID' 13" 6 ,n - { 1/2 (st7rtoM) (TOP) 1J' 0 1/I' tY 1!' fY t0' 1r 10• 11' r tY K13'!'13' 6Am_ 13• 6• 13' 13' ___ 1J' I. 6 /2 73' a I/2' I 7. 9 / '_ 1 /2 . - IS a _ 6 1/4• ..�_ 6 1/4' 1 6 /i (90T ••) _- _._...._ 6 1/4• 6 1/4• 6 I/4' 9 1/4' .._-.._ I .__- -- SEt SHEET I I I00 NR IOR5 THE a SPACING TOP HSTNLA)[WS ,MD 'ROOO FRAME NJgDI • MNWUY ANCHOR SAACONA AND LwRNM LOGE INSTANCE ART N Tln a, THn SCHEDULE FOR E.D LESS NMM OOCARD ON 3:1•fDULE REDUCE OCNOR iN•CNO BY FOLATIPLYING SPACING l/TPN DA SCHEDULE 6Y 11e FOLDING FACTOR.L FOR THS OPERATION TO W POSSMLE. REDUCED SPACING UItAll" LAAG FACTO, SNAL NOT ML LEA TWA MN%AIM SpA.Ditc INOKATED Fop EACH ANLIVIR TIDE ON tl+w SL-NEow ANCHOR TYPE ,/4•. 1/4•. 1/•.. - ,/.'. R 1/4'. ,/4•I MPCo4 Rdp-ttT IAM,G-•YN ...."Ili, .1 Hw-m µp10I1Lp.NSWC 9/C�(j.i 3 7 J 3 E 1a, E ,/2 AW�.UII1 - - _ .- -- - L---„_,-- mo.Aoo9R anGl A ] 3 ,/Y ) ,n• I .n 3 I/F- Ammi. ma mutiCa (E-M) FACTOR 1 p3I - - - _._... .. )i .'/r _ ae1 e9G - - - 03G Y ee0 G.n - LOAF - Oq 41 l' -- .. '_ Im IM - IDO I(q » SPMSNGS LNEY VALID WHEN SPACER@ IS USED. SEE TWf j1 FOR SAX, A.S.D. DESIGN MOMS & MAX PANEL LENGTH WHEN SPACER IS USED. -_ r Mix D.M-, Z�. '_ ft OD, o --- _ _ - _ _ I O O O O O 0 0 r• _ I--- __ ____.___T_ -_-___ __- I ` I i i I I + i 1 I' ! ' TABLE 01 A A.S.D. DES" LOAD _ MAXIMUM PANEL LENGTH 40 PST OR LESS 6'-8' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'- 10- A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ f& SPACER AT 12 1/2. O.C. ..... 111A TIZ "qr 1�O' �4 ........ ' ''-. Fad 10EN FLORIDA BUILDING CODE Non High VelocityHurricane Zon .2mo xro o. We ' 0. 44167 z s 24 GAGE GALVANIZED STEEL STORM PANEL aw n w. *: * .*. C..� - .._. inn. q TATE 06R --). !"�'- - ' ' T E C O E9Ee. GLOBAL PROTECTION PRODUCTS, LLC. Milt. P•• •LhO`t'•S - / [OR)D�••'\ 'H�'T-0�7t% w 5R 51 T>lan Nwc (9e4W9-tH. Y311M.N6P-E>6> ,.�. lwl.ie,m ri �s.l AU - 20-175 q„NI runR1 1 :7;1 . 'E. r NN 1%I- /S _nmA .Yr 4M1/ A oft ANCHORS (SEE SECTIONS A ALTLWATM-. ON SHEETS 13, 14, IS A16) - - �R-to/13, R-2A/13, R-SA/1,4, R-10/13. R-28/13, R-38/14, r WAX. R-TAW/15. R-2AW/15, R-SAW/16, )�R-18W/15. R-291111/15. R-3BW/15. 1•rMTN L12 4Y-20xt' S.5 BOLTS w3- I i I •L• O/�-+/(USE FOR PANEL LENGTH ♦1 MAN 1 / OVER 7'-G' \ I PANEL LENGTH REGULAR STORM PANES /I \L'.L REGULAR 31M PANEL I N'-r B .40.0. -40.0 P.23, / I 1 ; �• _ (W/ OVERLAP MOO PANEL LENGTH BOLT) .(1-;-'- ._ -- _. - --' '--- - ----------- t UIT SAFETY IORM PANEL _ I _ _ R >'-A' O .SO.D, -N.0 P.s.r ' (W/O OVERLAP MID PANEL LENGTH BOLT) 4� I I ♦'I-70.I' • - IAa, 16F 7•-a' MN. PANEL LENCTN ''4" 1 1 4 BOl IS W>,LEy� `0- i l � AT AL MOUWNGS AT CA OVERLAP 1 .. -.I. ) 6' I I L/2 _ I ,-0 . ..1ti- I I I . --- - -. ).. -' --' ----- --- ---' �----- .. II .- SS2) NOT 0 L E $TUG /._ LOCATION O MIFF. SAFETY '�{ C PANEL BOTTOM CORNERS O !�J D.M..a' L - -- --- --.-- -- ------ _OVERLAP_. _-WE14M- ___ _ ___ or (�) WING NUT AT EXTERIOR WINO NUT AT .MI LEFT PANEL iO/iEllY� Will PANEL 3' ypx'.' t INSTALLATIONS ONLY VALID FOR WIND ' L' MIN, R-IA/13, R-2A/13, R-3A/I4, R-18/13, R-28/13, 11-39/14, I . MN. SPEED UP 10 170 m.o.n. R-IAW/15. 9-2AW/15, R-SAW/16. R-IOW/15, R-211W/15, R-39100/16. _____ -ANCHORS (SEE SECTIONS A ALTERNATIVES ON $11IMS 13. 14. 15 A16) ..__ _ Tj4- MAX. GAD LIFE SAFETY STORM PANEL (l) ELEVATION (t) _ - REGULAR , ') �� REGULAR INN ONWM -667 SCALY / -, O T0114 , ;W. � � I: STORM PANEL ( _ �__ V'11=�) PANEL " I,p..' . .____�._,.,,_�__--!-- v w. fIAP✓ 5---z� �#�, �9 I N.Ir--z_aawez Pza _. _- _za :.azszs___- _ .._.___._ _ _vz__. zxzzzz_ r-_s1 1 _ * X 5 . a:. L)Ff SAFETY LA/EE c �'. - ; >F 2 FLORIDA BUILDING CODE (Non High Velocity Hurrlcan. Zone EXTERIOR � ` F10RIOA , •�4 ` me)o K rzco. ,A 24 GAGE GALVANIZED STEEL STORM PANEL r'' SECTION A A - _ Epill- ft �j;' [ _ IL E C O EE9c \ GLOBAL PROTECTION PRODUCTS. LLC. 'An y�� Nt4R Ta5w --ENPN[EIONP ~ANY SWOP SW 51 SIKEI --- SCALE 1/4'-1• �N 17/7--i-e-r � M1,r.n n]I. / N-•. Hsu u1_ �wm°Y°`"R :; F"' NHONL: nI+MeP )aa F.M. ,u.)MFo-ero) 20- 175 PI 9fAVaWM1UAL/Mn - `fw-fgpe7le -. ,,.•.Nw DIYNRG AIe P", ill A 1R1.P Y...L Oman'? O Ie u N G k INSTALLATION_DFSAII, S FOR LIFE_ SAFETY_ FA► I INTO WOOD STRUCTURES r •' ) :; Ii _ WOOD HEADER WOOD HEAOEA RCOURED 'S �- RECURED ` - D 11EpE11 RRIXIXPP11 IIr.VNREO - Wt [ HEADER TIEWIRFD 1, 1/,-e TAPCON !/4'. TAVGDN ANCHOR a 9. OC ANCF•OR OC. �i' . r" -- _" _ T - I 1/4ti 1APCoF1 ___ --T_ - - , i. TAPCRN T� ; l a 9' '.,i i�I' 1 II;'i CHOR a r O,C. OR a 9' O.C. O I -- j � U , mmvl: ! . /T 1'µUt. '. `,_I .. - -- , '� h -'/2• (1/4• I',., � h 1 I .-I ._ ,IWc. ._.t `. - 1n. 1/4- wX. - __ 2• M,n ) 1 ' MILL I I � W 1 1 I ,] Y .1� IfNI . I I'' i I -I L .: I i I O C-r-LJ 1 -Q f I _rR� I 5 ,-1 1 I A K I 1 /.I _,• I fI ,Axn R n 1 ,r�i :-.:: n u assiP' IAA 4 ° I N I 'ia�ilo�ln�r� ! `i /4Y-Par r u can r - ' i A a a4� OnSN tia Ioln �Q6 ,RG n1ASS�K f: I puiMlwY- EX61 ••� u -- Ex,Snyy GLASS .. . 1 p�,61FiW6 FX6TIR(•61 I...- _- II II 1 F"Q 1 IDLFDA 'oO r-6') ��• M I. 1 I I 1 R 'L• LIA11 II ./. I IpYl1 o.Ol r•Y) OAS 0 I I , .1 , 1 l' MAX II __- - -_ . "�- _- -1 �-•-#x=_ ' . It. PANEL LENGTH 11 {. . /` ' _� ,(S NEL LENO N . _ ... I ON ELEVATION ON SI,FE7 12) II _=.. _ -...-,_ M1E LENGTH , -1- -T_- . - - (5EF HET 11ON ON SNCET 17) 2) % _ p.: 1 DN ) I - 1 1LEF I � I I It t Y II "1 o.-...--_y/e-- - _-_ .. -.. f_. I I C.Me. I _ 1 I O O �--6L1. ".IN- I ro GLASS. + •---_ .. r-� ' I 3 `..•. 1 O n- TO GLASS, L/2 YL-- T 1.10L� .. a i SEPARATION ' (U� 1 I _I ° (1 ° (} L—J (i 1 L/I 70 CLASS I 03 E' UJ L, r, . _.1 .. ro I -� 1R I - �I I i i L I ,'.^ I , .- . _ _- I EG �' - �_._.. - ] t ,'. ( I O_ ,••.-75.3 r EG -- i_ ._E _. _...._ 1 1. �/.� (/��``��� \- -(4J J i 2-A4' 1, -L -1. P 1 I i0.i �7 ac. EO 1 1 - -._--i 1/Y y , Re. N" ` I .. 114-. TAPCON ,'4'4 TMCON I. / •` REQUIRED 1. -1 Ili i ,.1/4•. iAPCON 2'N' WOQO. I e IF M CP ANCHOR a 9' O,C. ANCHOR a •• O,C. I I j•} I - ANCHOR a 9. O C PLATE 1/4-0 TAPCON / STAGGERED W/ STUD STAGGERED W, STUD I ' ( REWIRED 1 ANCHOR a a• OC 1 p•.i WOW j„ 2•N' WOOp PATE rE I 1 . - . REOIXRED ` REWMEO , i ALTERNATIVE R-iAW ALTERNATIYE-R-iBW ALTERNATIV)<R-2AW ALTERNATIVE R-2BW O REGULAR -PANELS 4l.1)f.E SAFETY PANEL 9_AEGULA��)ANELS 0 LIFE SAFETY PANEL WALL MOUNTINGS SCALE J/6-,• FF,,•N.I.N"', ..A., '. p: i�... i' •' WALL MOUNTINGS sULL 3/e-I• P•F,.�LNQ�'''•�CENS '�,9% FLORIDA BUILDING CODE (Non High Velocity Hurrlcan. Zone) 0. 4416J z "Pro Txnca LNc 24 GAGE GALVANIZED STEEL STORY PANEL DRIA� 6,. 1INSNOTES•IALLAtION ARE ONLY VALID FOR A.S D. DESIGN PRESSURE RATINGS (p..J)) AND PANEL LENGTHS AS PER ELEVATION ON SHEET IL FOR NEW FRAME z * : * _ ' * = 's -Q• STATE OP'•-' r �� - - _------_.__--.,- m/n/tew IL _E_C O LNc \\ GLOBAL PROTECTION PRODUCTS, LLC. Mn -- 2 WOOD CONSTRUCTION. WOOD i y o [DING F N�P,-J .em rxur` w , di E.wo COA,DAHv Ow PRmq ,�y,y LASE. 51. 51 I 7 FL ,SIN. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL .. C ,411V, Sr • • �rJ,Y`/ *� -A ,__;_.,� _ y10P'•,. 'ID'a"-' "NOW. (w')I•'».F ` a. w (W)W-e») 20-175 DROOPIO N ...R .,KIN FE•" �Kn u 00091,0 ,r- YN1p A ?up .K. P, pP n.,q 1 u,P _ ___ 1PILrT 11 O 16 MAX1WM_AA5.D. DE X_PRESSURE RATING (i2.s,f.) AND CORRESPONDING MAXIMUM_ANOHOR SPAS SCHEDULE.FOR REGULAR STORM_.pANELA' INSTALLATIONS INTO CONCRETE CIE CONCRETE BLOCK STRUCTI)RPS (VALID ONLY FOR PANEL QI INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAR. AS.D. DESIGN PR[55VRE RATING (D •') MAUGNIUM ANCHORS SPACING FIR MN E.D. PER SCHEDULE BELOW APPUCABIC TO SE 0 A A!Y CO�"P� a IIIEII AWOYLA nz 'Y. CTH 'L' N,) UU, AS.O. DESIGN PRESSURE RATING (PR.1) MAXIMUM ANCHORS SPACING FOR MAN C.D. PER SCHEDULE BELOW III r0A �IABLE E A ANY COMM ATK" OF iHCY AW.Muu rANFt .FNGt1• .L. 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(BOTTOM) (TOP) _ e' lr -_ J B ,/i' 3 - a'- !'_ , :_. 9• 6 1/2• 10• --_ _T _ 13• r (Ne.o�.Tiowj1 L.v)-- 3 3 r 11• _ __- ir• :13 1, 3 ._..-_. /r ,Y T.. 13• - ] „-_ 13 ..1 3 13 1 0 _- 10• DIi e (e0r, ) . a LION') 1• ! _____. 1]' - Y S' - 1r _ t3' s I/4 t ] .�_ 7° I/1 a ,/4 1]' .. _ i] a + r • , n_ _ b i,;P 1]' __._ /3• _. • I 7 /_ _ b I/2' , I 0 n 7 //2' 7 1 6 1/7• 1 Y 13• r 4 I/I. __t]' J(BOfTOY) 6 (TOP) _ 9 I%4 s i/4 s l/4 s 1/r - s , 4 a ijv 6 (.[Rt»j e 1p s , 4• e , r --_ - i 1/4 atµ a (eoTr») ,r 7 1 /7 ,T 1T 1]' Ir ,r 10' 11• e' TJ' a , a / I (TOP) >6, 6• To 6-0 IY r Ir 10 , 2 / +r 5 1 7 / Ir 6 , /7" 7 1 /2• 5 I/2' IY 4 t 7 / , W ,. ) M,-6, TO 7'-e• tr 7 1/a• it it 13• 10 1/2' 13' 10 1/2 1, I/r a' Ir Y• 1 (BOTTOM) 6 1/Y 13• Ir •' Ir a- IW 7 1/2• 13' 6' I (aoTIOI 13• 7 1/7• 13• U• 13• 10• q' /0' yli•-- e' -+-r a i/T 2 (TOP) 2 BOTTOM) _Ir__ U' 3' 13' 10 1/2 _u• ,Y- 6/2' - q• a 1/Y 7 I/T 6 1/2• 1!' 4 1/2' 7 (mP) i—r 7 1/2• it- Ir 13• IO I/2 ,.Y to Il ii 1/2• !• Ir -_7• q __r__ 7' 11 U Ir 1-3• ,3' i 1/2' _,] . ,-/Y_ 10 I/Y 7 ,/_Y �3 ._,JY 2 cBOTrOM) la_ _ 7 In• _ tr 2 1/2 Ir /2 1/2 - ,3- a 1/4• 1O T/2 6 1/44. t3__ 12 1/2- 10 ,/I a f I• /1 1/2- ._-_ -a• - ,Y ° Iji- _ i • /4 J Lipp)_ 3 WTTOM) Ir Ir 6 1/4' / 1n• 1 1/4-12-1/2 13' / 1/2' 10 I/2. 7 ,/7' _ _ 13• e_ 3 (iDp) - ] (BOTTOM) .-Ir - - • 2 1/2-12 I +/2 6 1/4• - a ,/4• a t/4- 7 1�/2--13 1/2- r r 7 1/7• O 4 //a• 51 3 1/2' Y__ r ♦LOOP) T 3' r 5 1/7" Y 3 in' r 4 1/2' 3' / 1/2' 1 1/2' 4 (OOP) = L.- 0" - 6• - _r_ t' - 6" °• - 4 mirroM) r 6i/Y - - _ a• ._ate r _4' - 5 fig. .C• - T - 4 (WTOM) ,r 1]' 7 In' 13' Ir 13, to 'Ir la, ,0 1%I ,i ,/2 r 1]' 7• _ i•. 5 crop) Y-fDOT7oN) 6 (TOP) Ir 6 ,/Y �3__ IS- Ir 1T 7 in• +r r OaPi 7 +/Y 1]•.. U' 10 1/2'17_ 10 i/2 , In U' ,3• +]' Ir u' 1i' r 1/T• 1r_ a_tji' 7 1/J' Ir a' S (60Rp1) R019 11' 7 t/!' 11• t]' _u• I)* 10 I/2 IJ' 10 t/I 11 1 _a' 6' 13 7' _r Y -._ __ ,]' A•/•• /3' 6 T/Y _ i3' 1 111- /2 _ IJ21!'4 1/a' { 1/4• e, A• B 1/4• 6 t C 6 1/l•IS _ 1/4' ._ 6 (90TT••) __- 9 t/4' a l 4' a 1/4• ._... _-_ .. __._. a l 1' 6 1 4' a apTT.» 5Ff SETT I I FOR ..0 m TYPO a QAC.IG - NSTAL)AIANN& .0 ROOD FNA.Q e,ND.wS e ilm- AICOII 9YACeAfi AND MN4,W EOOF D,s,ANcr OF YYC n0 ON INS SCHEDULE FOR ED LESS MW PADK IED ON SCHEDULE REDUCE NRCITg1 »AUMG If MULTIPLYING. SPACING, SNOrN ON ACNtaxE m THErOLtowp IACmAS. fIM 1HN ODERAIMON To fM POsg91 E. Rr01ICC0 SPACING MAHOD USING FACTOR SHALL. NOT IE LIZ I,VN MIRMUY SPACING Pa.fAIED FOR CACI ANCHDO -1 DN I- I.MCDAE A1Ni, il7R TYPE 1/4•. woom 1/4'. �W /4•. iLYIUE le ,/i . PYPLLwn PLUS I//•. _ 7ALY0-* M 1/4'r GRANT _....__,_ - aM-ANCHOR WAGING Est) ] ] P 3 11/r P 1n Nllwuslil , IeeAaEn 0.) 3 3 1/r I_ 1 - -- 3 1/r 3 wC laA.1 .pry 0• 3 3 +/r' a "r _ P ,n 3 yr _ - ACIWL SM eliMM I In- *is - -1 1/7- _ am e.M - 4a O3' Pee e14 1m .. j - OA] 3 n _ OC MID- - - Cep -7_PACINGS ONLY VALID WHEN SPACER IS USED. SEE T�iBIE ) FOR MA%. AS.D. ESIGN LOADS & MAX, P% LENGT WHEN SPACER IS 115ED. TABS E. 01 A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B• > 40 PSF 70 50 PSF 6-2• > 50 PSF TO 60 PSF Y-10' 6 MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS MIauH....N,FA W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2" O.C. Tit I' • VGENS ' .,' L, f : FLORIDA BUILDING CODE Mon High VelocityHu ricon. Zone 0 44167 ig *: * :*6 F'D50 n'zD' NE 24 GAGE GALVANIZED STEEL STORY PANEL 11 - P1111Ne+- STATE �L'., �.. TL E C O I91c. "/»,3G7e ��'� GLOBAL PROTECTION PRODUCTS, LLC. aArz. L�•0, i _ -- nLL` I-_,OV, Aero.R.e1 .ZORIO11 "I '1 "••-•'•N , I. w w-r ..m4 N YIw 1>NE. n 331' 'r.. lFU.N-___ I-,r . M1,pY' (P5.)MP-)SW 1. (N,.)e m 2G-,7S I - LT .rL N ,wa A Tw, y, PE e1MtT .e m ,e NI > INSTALLATION.-.,D-ETAL$--nB-I_Ln-$AEETY_ PANEL ; INT POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4's TAPCON E%15T1N(: POURETI 1/4'4 1APCON EXISTING POURED ,/.•. T.PCON EASIRG POVRM I/4•e TAPLOH EXISTING POURED ANCHOR a 9 OC CLTNCRCTF m ANCHOR a 9. O.C. CONCRETE OR ANCHOR It 9' CC CONCRF.f OR CONCRETE BLACK i11, CONCRETE BLOCK CONCRETE BCCCP ANCHOR a 9. OC CONCRETE OR �?`14 RECOMEO i.1- R[OURED. ail'{. REWIRED. r/f".% WONIC RETE BLOCK 1: (Yj (2) , +i �Z� - ) I I 1 L '/2• , 1/4• ("I I±-- 112• . f1/`• ( _. 1�. /A• 1/2- ,/.- �__Y_ MAX.. _.___- -�_ MAX MAX. --f MtA%- • /•r i 1 1 ___ 1_ I I.. -_I 10* 1 I L 1 I f.C.• ) ) 1 1 4 I I 1 I -U I `.'./ I O I [ �) N /,,• 1 I I. YIN 1 �II I N 1•Wn. 1 11 I, 1 /.Y-30.,- IF-SEPANTON_ , I f XfSTIHG 41 eoln Ir�aa Lxm7wJg-u tD cu'SS. I ,/,'P..]P,• n I /,1_Eryr EXLSIBL�R� SEPARATION, I ,7.1-tor -D ,M9 MASS „1 ( - 1.f PQM W'yAy Exilll�I T - .11 4Rn r/,L.lr GLASS IE ) I.i San r�A W ASS tl L I AT G 041AAF ,� /) AI U Q!A/P GLASS 1 (UOL OOW I f n u PIRIRO / ORE RW M Y i - 1 4 '% !' I (UKLoc RXI . r R I u I Irwin CA4R r.4') D u1oH o4. r R , II H R iJ II I R II I 0 1 I •l• 4G. 0 I , f 1• VAX. 11 1 -l' MAX 1 •L• MAX. L 6 4 1 I PANEL IENGTII 6' PANEL LENGTH N 1 PANEL LENGTH R G' PANEL IENQfI. '. - A A N T. 0 (SEE Slim 10 I 1 (SEE ELEVATOR � - . TA- __T- (SEC SHEET .2, R I (SEE ELLVAIXNN IT ) 11 1' Mln. L II 1 i 014 SHEET 12) II t' Yln. ON SHCEI 12) a 1 _ ` ON SNEFT 12 � ON SHEET ,2; 11 I IT -SEPARATION - 1 U 1 L Ir'-SEPARATION 1. 0 70 CLASS 1 _ B 10 OIASS 'I _ 1 II 1 f -.--- N I .1 _ __ I I ,y I ..O I ( �1 I L/2 i i S11 ✓ S .11- /, 1 U7 d 1 1. J -.-'♦ Ll - I �1 CD• f Lo A, 1 0I .- t�ri �I! 1 ,I l .. _..l ' EOI I I 1...�C& I [' - JR I I cot , .•.-3w . ,101 ,.. �y-7aJ/1 1 t ED 1 l'S iv , -a N.i E01 - la �Ao M3. .:-� I1rIN r pi., enn w 1 - 7' a.0 �' .u1n c �0 ti1: cl1 1, 1/4•0 TAPCON 1/4'8 TAPCON ` I/6.4 T PCON 1/4•e /ARCON ANCHOR a 9. O.0 ANCHOR a 9' 0 C ANCHOR a 9' OC ANCHOR a r OC CXISTMNG POURED CONCRFT OR CXISDNO POURED .CRETE OR EXISTING POLRFD CONCRETE OR EXISTING POURED CONCRETE OR ,.ONCRFIT BLOCK REOIREO CONCRETE BLOC' REOURIED CONCRETE BLOCK REWIRLT CW,RETL BLOCK PFOUIRED SECTION R-1A SECTION R-2A O REGULAR PANELS �L _LS9Sd1 PANEL 4_BEfe,ULA&._PANELS O LIFSECTION IS 1FETTY-PANEL WALL MOUNTINGS WALL MOUNTINGS 'CALF 3/6-1• „HH.NH11Ul SrALF ,/6 EO EO 2''4• WOQD PLATE RFOUIRED - SEE MiFET5 15 . 14 FEIA ANCHORS ANCHOR Tft v�- TYPE . ,PACING FOR INSTALLATIONS WM UPON war NORVO VddI1G 01) 3 MOOD FINK 17UKD41Ge ANCHOR 6PACV75 AND WNRAN _ J ___' ._ - [ODE DISTANCE ARE INDKATFD ON 1NI5 EDGEY SC.WULL FOR C.D. LESS TRW IOA'ATEO ON SCHEDULE REDUCE ANCHOR iPOONri •,WwKY oI'.Fw. (M.) Peuwa P,II r- - err lM) A YJ1nPlvaG SPACNC SNDNN DP SCHED", By I'A (OLLOWNG ,KTURS /a1R m a�1IQ OMW rAQw 1 ,/2• on FOR T.M 0('CAAIION TO POSW". REDUCED `SPACING OBTAINED USING FACTOR SHALL NOT K LEA IIrvR -� - E In. ...... _ _. - .. eet . _ - ,.X, SFACNG INDKAIEU FOR EACH ANCH)R TYPE OP tills SCHEDULE 3• - - - - -.. -. 0A0 ",,EF A T14z17 c �. k3CFNS'"iyz a S `• ' 's N0. 44167 9 ?* _ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 11 z p . STATE OF ,'Er { an)N nrtLn. •1I 24 CAGE GALVAN12ED STEEL 51ORM PANEL PRON 61' ,. ...F[OR)IIr.: 4' `• `- -..,L __ .,/f,/Imo A._. - - ' INAL I L E C C LNc. I'G1,e,.�Owsca°W GLOBAL PROTECTION PRODUCTS, LLC. 'e50 .. 11 Htan .,. T,/-zv y[J NIFILIIIIF A;' _ ryA « _1 IFwI n..I�� __IAn oH+ FL =I. nN0•e I .An ,IA5. m f93.)W-/n1 20-175 - FE IRA,vol A,RRC/DAn c.-1A"G9Ile R4TEN A n1A A. PL �' r M 0.4.,I.f NOR �. dl ')"•N J _� AP[l I] 0' ,4 _­__________ --- ------- INSTALLATION DETAILS FOR LIFE S P — 11�TQ WQ00_ sB_u_IS1.B.E-S WOOD HEADER FLOW HLADEP REQUIRED F•..._ REOu1RED 114•e ,APCAN ANL'710R O 9' O.G. I ,IV O i,/2- L )114. t. ItAX. ALTERNATIVE R_3AW 9-REGULAR PANELS 4 . (0 �-'.'_ W',O nip UN u>an, oAX r-4.1 MAX 1 PANEL LENGTH (SEE ELEVATION ON SIIEf7 12) 1 (!) _ fo L/2 • . 1T pC .._ . I. - -.___.I PANELMATE PLUS R a 12 1/2- O.0 WALL MOUNTINGS SCALE 3/6- I • tlGffS: t INSTALLATION ARE ONLY VAUD FOR MAX. A.S.C. DESIGN PRESSURE RATINGS (P..1) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2, FOR NEW WOOD FRAME CONSTRUCTION- WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL - -- 1/4.4 TAPCON 1 I - ANCHOR a 6' CC 1 i'' L r - I r _ M4A7(. 1 IJZI I I -'11 I".-- Ya V C'"' NNGi I CI ASS 11 I 0 I 'L' MN( u.... _ __ b. PANEL LENGTH K I 3 (SET ELEVATION NI I ON SHEET 12) 11 N4 7 I I II ,• ili T 1 �� 11--SOP ATI. 1 ,L1 !I ' I 0 GtA55. GLASS I 6' 1 _ ,E'a E0 I I EO ..r-_-_ 1 I 2'x4- WOQQ I PATE _ _ -j REQUIRED I - I I/4'e PANELMATE PLUS 11 i, { 1 E R-3BW O LIE SA M PANEL ANCHOR 6 12 1/2- O.0 �'2rpl1EVGENI r r�' No, 44167 `. * � * P>wo 2rtco - F *,2 ` -a`. STATE 0 - _ �a Il-- ,,F .�N� IL ECO,NG ''y, S[ONAL�.LdP1/ `�oA2." P '<N::0- ,w..P:N."°�GG OF r4A./s"NA7.AEAD-rE BUILDING CODE (Non Hitill Velocity Hurricane Zone 24 GAG[ GALVANIZED STEEL STORY PANEL ". � e• MAL PROTECTION PRODUCTS, U.C. "/>'npe nrt .PGO Lw. 51 I" ovAL I"I"1,1o.,L 20-175 tPe.).9. )a.a. I. f4D•Ns-em mM1w - - S." Ie or 'e 4­" N N (n M O O m , . U N O O (1) �_ 0-O m -o a- 0) U � (n N = O M U O _�_f^,, O EL O W C m o -0 L.L Im M U^) Cu O w C- (D Cu O /�� a - . � !-a-- 5./ / t"•J \ (30 'O f...• F"- . y a (__) . a � Cn r 1 U C7. G lD /V _ G � N >.: x ly_ •N Cc tn w N -- N O G m t= y N X 3 C (�� •y E r = 11 y O jE u = W O3 •- m a) � >-70 .- u Fu c o y O _ ---. -m 0 U U I -6--6 L. (1) (D (cl—) OF Z3 m O C/) 0- (1) _0 3 M U OR Fa) V / L. m W 2i Q Z Z Q I a_ _....... ____ SHEET NO. - SH 1.4_ EZ1/18, EZ1 W/18 ANCHORS -(SEE SECTION Ell a ALTERNATIVE Ez1W ON SHEET 10) �.. --"3' M.N.- - Nin.l Jl� a ,• Wn. j '�(iEf NOTE 7) )(SEE .�w :NOTE !) 11411, DI`r f11D )/16Y 4UNINUY ((�L 0. Few ILA T PARIELO TO BE INSTALLED AT EACH OPENING SHN.L ALWAYSI _ 1/!• O O O O OO-7 L PROVIDED W/ RENT HANDLE TO FACILITATE NSTALLATON IF INTENDED •� 't TO BE INSTALLED FROM INSIDE OF STRUCTURE � i ITT A 2 PER i_ I �_� _, .L i -i i _ -; ' (rk) r�r�sJ SO'L 1 FI E-2 HANG STDRM PANEL SYSTEM .. r ,- -� } - 11 - ( T I a 'r ( ) 1 I I (GNU PANEL) NTERR)R PANE!) ONTERpR PANEL` I Ill OR PANEL ( MAX C NC OF PANEL + Cont TRACKS TOP a BOTTOM 'SCE NOTTS 7. S, 4 I I 'I END FTES 2 1 1 i I 11tt SEE NOTES 7, 1 4 1'-,. I ( I I I 1 I I MAX (7), OTHERWISEEND LS SHALL A STOP BAR�SHN.L BE BE CONNECTEDP"DETOD At TOP Or SUCH PANEL LENGTH PANELS. IFI Is 40.0 PF.1 _I ! (.1) If INII f'/JIEIS AKE CONNFCI ED 10 BOT,CIM TRACK, COMNI'C110h 14 I( I I I R I I I SHAM CONSISt (H 1/4'r-2DaJ/1- M.$ W( //8"0.3/31• WING I I I i r A[RRTEO PANELS W/ NUT OR 1/4"•R3/4' Min THUMBSCREW INTO TAPPED BOTTOM SS BOLTS w/® a LA OVERLAP TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EE 1 I (" Y[TIONS AS APPLICABLE; EXTERIOR RAT FLANGES Of END PANEL. 1 1 L .: „Yl I I. I - I L( T 1. I i.. l._I OSO7[ IN CASE THAT END PANELS ARE T•30'I CONNECTS) )O (4). L BOTTOM ( t l i 1.1 I I • �- T rt-t T. . _• - I I i . I ) I ) i I ,I I I I ' TRACK (i e. A STOP BAR C ONLY TO USED AT LOP) AT LEAS` TWO I PANFlS S/fALL. RF CONNfCED TO BOT70M TRACK USING SPECS I 1 f 1 I I.1 1. I If 1I ___ _1f 1 I I 1-' 1 -i -T T �--�'`r-j--?"j'f- -} 'i T-t -j r I- 1--}-'-f -'f-'}"I-}"P} j }-- T t T 1 �' INO;CATC0 ON NOTE (3) ABOVE IN SUCH CASE, CONNECTIONi OF JJILLJJ_LLJJILL JL:.CLIJILLJJ_LLJJILI_1 JJ1 -._! 1 PANES TO BOrTOW TRACK MAY OCCUR AT ANY PANEL tOCATION - 3" Ma. G6:. ' ME t ,t Wn INSTALLATIONS ONLY VALID FOR WIND 1 n "NOTE 07 3 L7f'R/@ ] ANCHOR:NOTE SPEED UP Tp 170 m.9.n. --(5EE SECTION LZI a ALIERNATNE E21w ON SYIEV 18) EZ1/18, EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL r) SYSTEM (t) SCALE3/37--l- 2 M7'(MN /HALM MOa ;JJ• �+ -1 a"= VALLEY) '. ,1/',Mali MAX. GAP �/_ . SECTION A -A ra, 11/11111,,,,, Ir ;calf 3/3.N'-'' �,.`1EP A• TILL/lgr,4• "y�Q�•'• E •' � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone r/olD 1RMCI, INC ' 0. d4187 i 24GAGE GALVANIZED STEEL STORM PANEL INI�'IH' - STATE oTTL E C O tFtc GLOBAL PROTECTION PRODUCTS, LLC. War ,��yr .•m 9a. sr s,RL1T ��ll "/ ' Y�jV M. fGw a ti O I.Ir4 ANi n p,M ORAL FL 3.u1• D FL�RIO' la,y rn-,all", hAn 4*-n„ MouA RY11kR9-7f•A TAN- 19S.Mw-IPn 20-175 �Fa ry '0 .. �7 -u oanfi fm caret w 1t$�][ FI I'NYIIIIIIIaY raLrrR A 14ll PFC OAM ra M 11 WENi:3INFFPl1NC; E140INEER1114f3 EXPRE9010 PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17069.1 - R2 EX Project Number 2D31543 Product Manufacturer All American Shutters and Ghee Manufacture( Add 1540 Donna onna Road WRITE Point Beach. FL 33409 Product Noms 6 Descriptions 24ga Galvanized Steel Storm Panels Large NMssils Impact Resistant Scope of Evaluation: This Product Evaketlon Report Is Dart issued in accordance with the redulromsnts of the Florida Deportment of Business and ProtesalofW Regulation (Floe Building Commissions) Rule Chapter 81132D-3.005, F.A.C., for statewide acceptance par McD1od 1(d) The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Budding Code Seventh Edition (2020) and is. for the purpose intended, at least equivalent to that required by the Cade Ro-evalushon of this product shell be required following pMmord HOW* Building Code moMmOons or Substa► dating Data: . P'RODUCT EVALUATION DOCUMENT'S EX drawing 020-31643 titled "24ga Galvanized Steel Storm Panels HVHZ 8 Nori-HVNZ)'. sheets 1-5. prepared by Engineering Express, signed 7: seeded by Frank Bannwrdo, P.E. is an integral part of this Evaluation Report. . TEST REPORTS Uniform stoat shructurel perksmonee has been tested in accordance with TAB 202 test *tenders pat feet report(s) SBT•ASG-17.001 by Sockwetet Testing. Inc. Large mwdls impact resistance and Lyck loading performance has been lestad In accordance with TAB 201 and TAB 203 last standards per test reports) OST-ASO-17-001 by Blackwater Testing. Inc. . STRUCTURAL ENOINEEPoNO CALCULATIONS Structural ongkowhg cakulabons have been prepued which evaluate the product based on commtoWe andror rational analyses to quality the following design criteria: 1. Msxlmum Alklwebte Spans 2. Mki mum Allowable Spans 3 Minimum Glen Separation 4. Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BF AC M, FLORIDA 33442 (954) 354.0660 1 (865) 396'9999 TEAM0ENGINEEa1NG E xPRE55. CON E NGINESPINGEx PREss.com M" rM1-W :J LJ,I,1 ryl I: :4 K LL et n :Ili - 1 i Y'• A t* I wren v1nA •'cr" 11 S U 46 M /•F/--w-/ter 5cQ/ 71r"'fPl! •1' I[M.RJIIIRHJ M(RIY W:I Ir111 1 et FNi_,INEEF;ING PDyr ? of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% Increase in aflawable, stress has been used In the design of this product. Separation from Glazing is not rpuitad for installetlom DIREide of Wind zone 4 and essential fedtiRes Impact Resistance: Largo Impact Resistance has been dengrutrated as evidenced In pravlousy load test repaft(s), and is soccunted /a in the enginlserinp design of this product. Wind Load Resistance This product has been designed to Teslat wind bads es indicated in the span sclwdule(s) on the respective Product Evaluation Document (i.e. engineedrg drawing), Installation Tits product shall be Installed In said compliance with as respective Product Evaluation Document (f e engineering drawling), along with all components noted thersin, Product components BIRTH be of the material speciffied In that product's tespedMe Product Evaluation Document (Is. engineering Wowing) Limitations A Condldons of Use: Use of that product shall be in strict accordance with the respective Product Evaluation Document (1-0 engineering drawing) as noted herein. All supporting host structures shell be designed to least all supsOmposed loads and shall be of a material Wed In this product's respective anchor schedule. Most structure conditions Which are not accounted for in this product's respective anchor schedule shah be designed fa on a alto -specific basis by a registered professional org clear. All Components which are permanently Instated shell be protected against corrosion. contamination, and other such damage at an times. This product has been designed for use within and oulado the High Velocity Hurricane done (HVHZ). Respectfully. pl'L y. •' vS Frank Bernardo. PE ENGINEERING EXPREsse" 6PE0046449 I Can Auth 9993 160 SW 121, AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866 ) 396-9999 TEAm0ENGt NEERiNGEXPRES9.com ENGINEERINGERPRESS.COM l M ,•, - � _. _Lw•:I' -. ..:r •'ll P^-WI•V.xLL J 3 R P _ ,Ja � TLI _ it 3 J.A1 i 2 Tz - T- 0 4 - Y rs DIs r AI, cuss, r f -N i'1 ram In wiiin�aN L:L_ 111 an n,crnnlGrrLoa.F�r ouE'xrnON "�,�nn Ir 1•.. 'tiI Le,N taro 4T �De. ,i11 L A. � tFrf VY - I IL:IBlg INAu NouNT 4EnlM1 T v. VJ3 tUwr 'HMa I -nr. J .L F. •.n LI �J _J ..r.-IP. '. V.:.., 1„LJ.LII I"VJ, I. 'M fe, .. ...Ll. •c WI. ol_ 3tit YIN trN t, lrlr Mt. •, HI i': N ,CtE'FY-'• j. T CL D h nH d Ir..•,'I. 4114 ::1na4 A+N<Irp !� W E(T3u,. �I^J.1->WI'' C GHT �:mx 2rtD1 DIY H� i rn t C 1.v1.9 4111u1 ar:.L; aTluT. rP1 n:n Tin r41M1M gbNbS�"'rV.u. �OP710HAL IOP/YOTTOM ct11916E �TAQ �1' IIYINIIININ HIR NII S 1:Ix,N F` 112 INSTALLATION DETAILS FOR INTO POURED CONCRETE, CONCRETE _ i%�� p01RLkD -CONCRETE OR SERIES 2000 E-Z HANG BLOCK AND WOOD STORM PANEL STRUCTURES -;'I� Dili C]� CONCRETE BLOCK - _J/tNN30.I ANCH4 OR . 12' 0 C IIEOUMIED O 1/4-0TAPCON HEIR HEAD TM T *64• FROM NOW WIWR '', I i T• ___.. 14.1' HEX HEAD TEN ANCHOR N 12' D.C.'�/; OF (1� REOIAISO I. 064` FROM EDGE Or ©�'\EDGE V / / / /i _ I ' 1/2' I s,a ttAq r 1 Yp 1/IY-Ie,l• 1 N [A GOEM•O-a 1' �. 1 S/2• 1 • • Y/1. 0.C'A/ OD PM Nq1 D 1 1 /7' R-SEPAiD1n0N 1 ! ldf iO GLASS i ALUMINUM POP tj�'7�/ I• Yin E7a4nNG s• SEPARATION TOc1A55 ; 1 - •3/Yfl•• Y POP RGLASS FEW cLALSs-II 1 tip T!r _ _- YE _-..-. } PANEL B '• �' _. t - _. MAN. PANEL LENGTH a 1 it 10.19 N qN E ( IINGM � _ J_.-. r = T 1 CAM 1 .1 1' MYL 11--'SEPARATION I .--TII�111AB9LRCIY SOa E 10 GLASS. 1 O B I R TO GLASS OF 'L' 501; S I THUMBSCREW OF 1" N I I S 1 r I T4Y0. ED ) 0 t 1/2 to +. I'' i ) 1/4'0 TAPC(w ANCHOR a 12' o.C. 4'P TAPCON �x1S11r1Gwoon ANCHOR a 12 O CrCOPIC1rETE oR ' CONCRETE BLOCK ....• .:T REQUIRED REDUMM 4r� SCALE 3/8w 1' ALM SCALE 3/8e1�''1� 111NIIIIINNI A: i1(( �� SE. '•JCEN,�i••'•9 NOTES, IF= MIN. PANEL LENGTH SMALL BE 2'-6' yYA ; O i •; * .4oIY n1mo. FLORIDA BUILDING CODE (Non High VelocityHurriCwne 24 GAGE GALVANIZED STEEL STORM PANEL Zone) rr. 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING •4/- 40.0 ps.f. AND 8'-0' MAX PANEL LENGTH. FDR NEW CONSTRUCTION: WORD * .q STATE O�= 9� _ - ' POD: FLORtO� / I L EGO ! M e GLOBAL PROTECTION PRODUCTS, LLC. 'aw sx. 61 loan off"'.2- 2. WOOD FRAME 2L...° , nil ANY '6 3G4. t- r 1l♦ uetP Gres n n,w tvwL n. ss1,. MEMBERS TO BE SOUTHERN PINE No 2, W/ 513EC)FIG /UNAL F : rat an.,GN Rw F ttb)w-71N6 I. tn+)al Irw 20-175 DENSITY OF 0,55 OR EQUAL. _.d`r _ roNN11RM ISMOOOe7,1 ww r oAWw,c N. /7eNanaC/pATT wYlI11 . m a.., nx a, fHa11 u w la ALL AMERICAN SHUTTERS AND GLASS 249a GALVANIZED STEEL STORM PANELS (HVHZ & NON- HVHZ / WIDTH UNLUMITW (PERP. TO PANEL SPAN) TOP MOUNT (CONN TAR. TYPE AS RE•Q'D) STE-TIONS BOLTS WITH wgsHL:RED WLNGNUTS FASTENED N OVERLAPS N MIDSPAN (USE APPROPRIATE SPAN TA6LF) M� 6� PIAr1 vIEW REd RC ISE �j BOTTOM MOUNT y ( t)'• (CONN TYPE �\ REQ'D) Sl" MAY BE ATT A BOTTOM i TYPICAL VERTICAL MOUNT ELEVATION 1 N T S. ELEVATION TOP MOUNT I ASS N Tv F QD Lnw. (SPAN ABOVE OBSTRUCTION) BOTTOM R WNT (camN TY A5 REQ'D) -08$TRD � �s U CT10N j ON MAY VARY I 8OrTOM MOUNT(CONN Ux SK (`SPAN BELOW RPE AS REQ'0) DBSTRUCTIONI PANEL MAY ILE NOTCHED A5 REQUIRED, QPTfONAL W"3D 9T1TCM BOL75 WITM WASHERED PRIDVI DW THAT CONNECTICN6 AND ANCHORS ARE USED WHICH SATISFY yJING Nl1TS FASTENED N SPANS ABOVE a 6ELD1'J OBSTRUCTION, DVHilAPS 0 MI OSPAN (USE gDPpOPR1ATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: I6 GAUGE PANELS MINIMUM STORMP "15P TID A GIAS' N UM ANL k AM NF OA•1 I VH2 E 4 a 5 NiIA FACILITIES) NHNP 20N ES f I S 1 ) UM DESIGN j ALLOWAdtr INSIA1.IAilONS1Fu INSTAIAAMINSORFATSR i N Rf 151U TM ' A E GM 11 N)' G 0. AN 90 POV OF 1 AN ABOVE MM ' SP N Rvn+r I ) I PST ( 1 la I IYODIn Y061n +16i r / _ _ 130 D1n YU_6N 7161n ./.4S I IWDNI -Y,06 uI. • SU 1]0.01n 6.06 )n 1.161n ' SS / Itl66,n 601M IS ..n / tl121n 609m 25l In /AS -i S9Be 6111. 2.721D 70 J ]611n lJ1 M 2 90In _]701n 6. t31n _..-_.._ 791N �IJAN SLLHtUUL.t NU It::,: 1, ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOW a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE I5 ACCEPTABLE FOR USE WITH POSITIVE LOADS LE55 THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2, PANEL FASTENERS ARE STUDS USED IN W AL MOUNTING CON21R1C X. S WITH L OU 1TNG ,25' O.C. TRACK, FASTENER ANGLE. TAB USE UES O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL "H"- AND'U"•HEADERS (INCLUDING BUILD OUT CONDm DNS) 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD._ PAN WITH f T 1 ENTERS SCHEDULE POSITIVE HE DESIGN LOAD O DETERMINE MINIMUM ALLOWABLE SEPARATION fpOM THE OPENING TO BE PROTECTEII 2, SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LO/lO5 IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD I. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL. FACILITIES IN ASTM WIND ZONES 1 THROUGH 3, THE MUSS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM ME PROTECTEDOPENING IS REQUIRED. .. 19 r - - =MAXIMUM ALLOWABLE T DESIGN PRESSURES / 5V INIs1 NS INOfE3 IN DESIGN DESIGN NOTES: SCHEDULES M� POSIT VE AND N GATIVE DGSION PRESSURES CALCULATED FORU G�,ppyy RRqAN)TI]IEry �EENCGIN 15fIRN�G IINYSTM C�C�OORO ICE��9W�TTHH TTHE PER V111AS�CE 6D DETERMINED IN, CD)SDAU 7 AND CHAIT7 1609 OF nE( BUILDING CODE SHALT. OF LESS T}IAN I = FWR(DA OR 2. IU THE PO mu OR NEGATNE DESIGN PRESSURE CAPACITIT VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWNGENERAL Ni Bill NOTES: THIS SPEC IMCAYtONeNOAe BEEN OESIdry AND SHALL BE FABRICATED IN 0 •KvtC+�rB/TH sninWORxry(mm)RFtlnlus� i`NNSfDEi,no tiuntoT r�Vl�a„c , oE� A6.201, 202 AND 20I LEST PROTOCOLS. LUMTAACTOR iNi11L 1MY�STAICATE 2 NO 2}tpRi NCREA- IN RLLO7•J4aLE STRESS lA4 I6EN USED IN THE DESICNOFTH35 M. 5. THE OF RECORD POR THE FROIECT ARZHT WINGUIEER -'I!' TILURURREE WtTM WHLCH THIS DES14N UT UseDEHALL 4e RES►ON6IYLE LD FOIL tHE 1NTEGIf1TY OF ALL SUPPSpTiMM I RFACES 'TO THIS DESIGN WHICH •„ N) SHALL BE CCOWINAIED BY THE PEARITTING COMTRKTOR, 0 iF / SCPARAT 'SITSIKIf C' eENEO ENOINlRRINt SHALL as R USA1G al d1DER TD DQySIA-FROM LO E, GlMECTIONS. OR SPANS Io HENEIH.COXTACTTH1S EN of FOR ALTERNATE SF AN CALCU TIONS � NPV B! Rl!ppUIRIO. (vf� Q I TYR ION MR ORNLCD C SI[t. 19 R b MIC ANO DONS DIFFERENT THI IOIDIT1 FOR ATAI SPECIFIC 11111 FOR 61TC COMD ZNaER DIFFERENT PROM TMF CO.,SNN, DETAILED H A LICENSED ENGNEER OR RBOISTERED fi d ll.i (gr di ppptt �jl µI Yr 5, ARCKnICT SMALL •b C-0AAE S1Tt SPECt IC DOCUMENTS FOR USE IN COWUNCYTON WITI, THIS DOCUMENT S. DESIGN PAESSURES NOTED 11ERLIN ARE BASED ON MAXIMUM TESTED Q :..LF 1a5 tl GYI PRE55pURE6gDIIVEIµDDELS pY M1 1.5 SAFETYFpAFCgTGR. pC LI OTNER1L11LQ6PA6Tk?')60.59NALLo y L3 AOMIUM PGTID OII bTMINLES EIIOttO CI?R1(OB10N-R�51STi1NT MAtERfAL ARD SHALL dOM1LY lyIT11 "IRPWelEciflCgTlONs pLUMMUMSTPUCTUREb`EECTIeN FOR ),70Y T1l ALUMINUM A650CSATLON,��rl" INC,. MANY MFUGBIF FEDERAL. STATE, AND/OR LOCAL CODES, a R ALL STORM PANRIt SMALL 1E NGA S73f L+t OZ." a STORM PANELS SNALI CONFORM TO ASTM M53 STRUC URALQUt,JTY ¢ a 6, R L 040 GALVANIZEO COATTNG WITH A MINIMUM P1f Ne.] KS3, 19, ALLALUMWUM 1, 111 115 SHALL BE 6D6?T6 AWMIN UM ALLOY. LLJJ Rq UNL£5S NOTED THERYIISE. MAY tie TNTERC TINGED A6 FIRLO '1 t TOP M1 9OTTDM DETANP 5M MAY CONDITIONS DICTATE. PANPLt MAV BE MOUNTED VERTICALLY fed HORIZONTALLY 2 R:3 wJCA YT�ANdPOgC6�NOLE. TED HEREtM 511ALL OE EM06DGEO TO -r G 0.ET ON T NON "RACKED ONC E LY INSi LALL COHERE !ANCHORS PER AL MAN UFACTUREILBRECOMME&IN 73. THE CONTMCroR if RE9POfe1 LF TO IM9UUR OR PRl7TERALL MEMBERS FROM DISSIMILAR MAT S TO PREVENT jeCTADLYSIS 34. ENOINtER$EAL-AFFUIEOHEAE TO VALIDATE!; UCTU PAL DESIGN AS R !Ce A�S I PT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL TtONS OP AFFTRMA"TONS APE INTEND®. RATIONS, ADORTON5 OR OTH IA-KNINGS TO "M DOCUMENT [RM1TreD AND INVALIDATE THt5 CERTIFICATION L5 9HALLBE PERMANENTLY LABELED -WITH A MINIMUM DF (1) LABEL 2 D FEET GONTAINMG THE FOLLOWINGIN POR/MTION: IT L AMERICAN SN LITTERS A110 GLA95 AL EST )wlN f1E PL 5 2W, TAS 202 R TA5 20! DRIOA PRODUCTAPPROUAL NUMBER 20-31 VISIT ECALC.ID/51643 $f F)R1-___FI'UCAnT C'3 - -. . T 1., CP "--- WBTa/BNf3311N6EKPRabCDMIrOAE FORNAVL0 MMi110n L-ILJII ..fM41Vy1. r 4Nr MINIMUM ALLOWABLE SPAN SCHEDULE �������A��� �'P'�I11iC�lt[i _ T t.,EEr1l1 1i27ti7ET,iE�E:1i �*'N^m�a =-"'000�E��1�iEnoEr�E�E:,i 7 �.I•iAA7".;1'.'�I [i��EiiiEFiiEFiE3�E2�CiETii®p �SiZi'�'."i•"aEr17EF17E�EIIiE�E]�f611 Eyi ' �7®E9 Asrr'"F� �r c 7T r .��• ETi7®E7Ci Es'i�S3'ii ©E7E� ' O<7�E'�7EFi�Ei�E3itiEZ7EF7E'� :i,1�^'i7f"7FI�ELi3 ETiE� E7[9ELiE?7i � w'Z'1 F.F3EF7F��IiE:i®®E�E'ciEE�fliiE'�' E'iJi1�E:2iE.AEE..iClEIi1L7Ea�L•FiE:7E:i71 L ,rat < B � YS� m fi N 9 V h psi N W O I SYµ4 WOWN HtRI tPn MiMMUM NLITVah[5P ARNJG wrI WY LSAP NtnDh 01 CYI,NRRA W RI .a T I P Gil 1 w N r Y' MD t A N 1 CUNU 0114 OP a tlOT' pat Ar41 LPN R LtS Nf 4E mO 1N Aa[ 9WR [ I,0 LLY.TYT.NI i NO GCPARA1,oN PROM OIA91 IS afQU1RlDsirMNYAIYL,tit.,"I1 IJITAnA I,IAh A.l IL 11L NYN P45aLrI,W F4N,N•,nc mNNw dl ve 1 LM G3Of11ttS 4f9ulAGD r9y Y1 WI1DOItt NONNrS iN iANL A.Ovt WIeaY 401 CtOM,aIS Yl AOI (.7 UF•O WnH NR90V1 NDUnnNc r01N1"I OY4 .. Nr MP•MNON PROM rat ASf Scutt RPlR Ma•1or - tpin D +tat AFR1E5 To rnl :: nrl w ern w 1 r PCL+t .Im J4 PWrtz A r»r w, Ne. I 9r FaS,tN2K . ti 1' OR G 1: 0 S "HMI S Vtr SPAry IE N N9MUM Ui.! 1 Y M DPn rw M eO+rM CI04 5 VCF WSl V O fINNG RYtN 0[ 1. , u , ,(: C'NUIrIVN SwYNb IN 7YIf5t GPAWNG'. (D0PTI0NAL INTERIOR FASTENING DETAIL N.T.S. leiLa IN ®® Z 4 1Af r Pµu IMtiTAL1tf: rNOM In1TNIDN V < M116 =' L Q M 10Y1'4i ♦ID4WALM1 IIQI9. N.CMIM 1N.Rlw Hl.0 TF GIA HOIf wAtwlf.m iuera IMINONVT w1,x rKL i'2D a l' NKNIYN SCntW D w/ w•SHraep �'� �.�y' i ,rrGNrr+r 14P'Dc IcaNnlc+S (Ia_T Ho„An ratAVMON A AGNMTNi i` [ PESIRyyy 1 a VnMLI l,1t.e i� t1'.-i e M N 1 NOTTD ail' N 1CJr Pfq'DI ,y p F I r TrFt a,N RFO"G 1 FIISTHfi TONCNt,t DI - 4NSub Yw.�gA1.a T,PNJND MNN.I T. 20-31 S43 ,1d,0w RArP 6R rwoll rN,wlNr. Y.UR GIKN IN.NtN]II sAN sent,. Veda I. -I ,O o4mcr r4N151 IthtL I OPTIONAL EGRESS PANEL DETAIL 5 M 1NTI:RIOR fASTENING �} - -_. rPfW'6NHP�BMi 2.250^� n.0 2 2501, 0:095900� 2 750' 0,094" T'f- 1.ti9. 0.09A•, z j4625 n �1 t• b • O O 125' 16 0.094' a ,094" '•�P, { r- `P 1.12D' ,094" TW, ., 4 to vA PTal �8 -0:3 0094" ry 06z" �` I N y� ■f 1990` 1.930" �• I .375P D6Z• �D. 12!" EI 1---- I is .I .oTo` - 1°:°oio" zsv" -! 2.ora" J z.(3ad" . �.121"-�1,180" 2-. V U• � BU6D-OUT V raADF7t (�� J� CLO6UflE �Af�L { ry �( 5 N II II a .N _ T 1.S1 1.560'h- +I1S60" 1L510 II-3. �j6MA%-IH,� 77 i�i," 0.776' I�,IFOr.� 43g"1 D.378"^•i I-- 0'Pl ' -I2.506"PANELCWERAGE-+ J-I 0,1791i. Y-I IrtEi�55" D,19(��jj�-IIr0.655" (1 f90"�iI IF�56" 0.350" "Nel�dz, �Iryp.�i,AF.: L.:... _._ d,NR6,.. Q.250 a b ' 14.875"PANEL LEN07H III m V ,1 �T 545 I 415D. I-O.OSD" OZ u nAYaL tl e ra li _ 02'[CT{ON 7 Dow rrI� =� ,I N[ 0.055" D.250" TYP r�l`DTYaP� '-12. DDgB`�f,A=,., r0.275 ,21s 710^ R015S Ty 0.7Dor o aR.)1-ouT r YRAa Q ^f" m"c6 0'F• ANo01f+ 0�957' Q 1 lJ- (29uAC-3- I Y e MN. �j l 0.19 '(- �55° , ti rm:.inF rr,ITT .. Z -'P e c 0[IICCrIDN � e' G a .,'iC •iw.. eL',I r1-3.000' D.SZS' �� xAr re�I YA Sr( iE 83 to"r• ANBE-�ii(rx IEx7ENta0T � sit$ stii9 *�q O � CIVERIAP , II j 0'ti DI3�Y'L ,HUtml Ln � � y( 4"NIA x. A HER OL09UAE DLTNI 1J ��.25'MAN. nl. QE1I � :yyyii%5f 2S•MAV. 3 P Max.tz Y• LU ., r..arr" N-,1,.111..x GUILD-WT'r.ncl' �Jr .� -r:Nr In' L ,• n^, IAWI i jq CFI"Ar. ^.I i-[FM 'NMI )II I R J Ins DI5IANCE ITT M[ W t{nil r r i I � 7C'(,(, nnn.rr nrr2 lam- 1.0 ITI,.Y ,.r.IL.. `4:.1 r.•ra- _A».n•n,r. . •: � N uIJA. Io '2 Y: sO t J ELF%rl w•a '. eMBED "Do Y]C � ,. �-1 •IYPm.^~ -f 1!RIIP-�:A rT(:R ,.:YC'.'P�'•.p. OVERLAP of I..xI+L,. 3.820"H C H A - - MAN. II q :nM 25" MAN R xu nr l,r nu„_ 1.5D0" a d .ASHY•, t T Y // ITP5i1 [ MIN EO�QiI P rT .1rN5 a SLL IMAX. MINMIN low L. •>.. V � I w {! •h•iL CONJEALLONRIEDLTNI S 7r .:^!.!NYI . v a-I8 'L;/--- EMBED ..Tin T Yrn jP{ u i IMP nDunr cL09UP.F o1DNL o r-r ,r II e Z & a _� ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS. 12 S' D.C. 2.3" mGE D ANC! =1. 1FAYCNOR MAR s09ea PRlef11QCONY Ma rw WAN up To 61-0' UP Y 9PAN UPT 10'- 0" TI7! i1 c2 ra C4 TOMB TAP! Cl C'2 C C4 OOYR IYK CI C2 C1 r4 Il]Y, 1'OM' D10f0 r 0rWA1TVIYRAC011 It _, a I .V 15.0 147" 9.9' 12.5 76.0" 30.2' 6.0" 291, too a7" 5.3' 125 16.0 It .032.5 1fi0' IS S.5' 125 /6D &' 1 SS' 11.9 id.S i60 1 1' 0 t6.a A]" dB 2• 12E 125' IBD' 16•D I *.l' 6A !d" I 71 ! !' 2 4 9 u s " lea al"' ,a- xrs Lao 4.1" s.4 • 3 z s' o a-- l6• 7 i Ili+ J 11 , l7 0[WNT UL aN TMC 11 IN v >r♦ .• p...�� f2 72 11 3' 16.a l6 1•.0" 12.5 ]6. 0 56.0' 12.R 12 9' law 1 f 1 10, a' 6 .9 6 ]; ] I. Lao14. ] !' 1 x 2 7 16 D• 33.9 I.F It! 13.D' SA a' SI.A' l 12.! lYm 11.9' 9.!" I 7 S l 1 -9' 6 0 D. f 2 .r' 26.o°l1,V 0.s° 1 S' 3 ]60" lI .0' 0.s 13 5 60" 1 ll 9' 9 9" O +YI A" rNMP1P t !e r�nlr u0 sn ALL SIO 4 1 46 �( Hlle 51 2 li. r' lid 1e.0" 16.a 12S .6' x + I -0" 1. SI.S' t.a'Sb 0' J!5 1 ! ea" 17.5 10.6 129' 16:0 3 1 11 S' 11.!' 16.0' 156' 16.0" 144•' 13,9' 2 ILL, 12 ! 1 .5 l IS 0" 16 a' 12.3' sir LD6' 12 S' iD r it 7" 1E 0' 17 7 1 6.0' 12.9 Ice" 1 0.6" 1 5"' SUS. S" 1 5' 1 .0" 12.5" t .6' l fi 0" 1 .5 2 10,6" xru Ii VNI N I H u " b x 52 V. 13 r u,r• 1 •.O' 1a le.o' Ia0. f • 1a a' 2. 3 S' 11.3 11 0" 160" 160' SkT 4. ' i 2 12 S' 4' Il.S II O 1 0 16. D• 11,6 I34' 1 r 1 13.!" fe`a' 1a0' _L Ial 11 V. 15 p" 7.7' 1i. 2" 2!" 12.5' 16,0' 160" I30 il.t' Ib 19.5' 12" l25' L 1, x, " 2.6" WGS DISTANCE u 8 ]E Lf6` I 1 IMF Exam 99 Nnll I MN ITN 41 ao sl 72 A.-14'INII .• 3] / UHwNI 19Arar1 41 46 ff--� 81 6.25' 6.2r' 6.as' az ' a 17-f S1.S" ]0.9' 6 23" 71• es^ Ib. .F 6 6,75 13.1' I i Ilir II a-15' 7 1' 6,25" 6 4' 1 7 W 99" D.11" 91" 6.2r' 6.29' 117' a11� 7 .B' �I�I 6,2T. 91" ]9" s I 13.6' S1S lea' 7a' 7T 1].F 35.Fi' 6.0" 5,8' 625' 13,4' 52. 5.0• 619 IY.O" a6' I,l" S01" ' 4 l,0" 1 E' O 6:25' 10.7" .1 Ill"r-1/+'wlrn )7 Fred 14 AYCDII 41 41 52 72 17.V 13,9' 5.1" 10- 02T' 101' 4,1" 40" e.11- 19 'I' 4V ID" S' 12'r- a.T 4.6` 0,25" w.7. 4.1' 4.01" 6.25" ID7" 4.1" 4A" 6," " .7" 4,1' .W 6• D.7" 4.L" 4 0" 6,2V 1DI7` 4,V1 A" y8p Y Y IVP I liM hrMHI it Nl tOMi'e so1109n ,1 40 92 �'*s91� 11 17.5' t6 O' f 1' 213.. 12. 5" it a" I" .., 1. '• 111111. 7" to' 11.5' ICU' If. " a1- 12.5" ILIA' 1.0" 64" 12,9" 16.0" 7.5- e.7" 12.5" MO.- 9.7" a" 12 5' 76A" 7.7 • 6,2" 12.51. 16•D 7.2. 4.2" 1z.5" ILS' 16,a' 00" it TT- I" .2- 125 e,2" 11.f 34.01 77" QI' 16 D" 7P• d2' 225 160' 7.7' 125 360" S,r 6 " 5,7„ yH+1 U'l..160 33 RrIMAI w . 41 "y N T' I SR 7Y 12.5' 16.0^ 0.4' 99" 629• SL,5" /1 41" 6,29` 10.2• 90' 17" 12 " .9 13. 2' 1 5. 4 a 425 9.1 ].6' 6. S' 6-15' Id -2 .I...,3,....II S' 4,a' IO.B' 4.1' 9, 2' 2!" A.1` b25 3,e" e.I! 7.3" 6. T." ,2" 1. 3' 0.7" 19• 7.9• a�2" ,d5' 92" 15" 6.26x 9'3" 9.2,. 33" -- 7/4" MOM DMTANCE rr.. �1 V Ir' MAR "SloN AMCROR PREMIZ TTra MITV n n'-IY Ill 111 e ' N 1, 1 , IUL IH CON a T»t COON TYPE Q Q C1 CA Ci CI Ci C4 Cans T9rl C1 C2 C7 C. ve• Ir EM$to T3 I,. rrW u p 4! E}- kF S2 T1 I", 6a 164 7 9' 3i.S 60' LSD )S' 12S 1 I 6 0• 6 6 32. r' le o' a^ la es 33S 1 60 LTD" D.1' Sit 7 e " 1 D JI 1" ell" 12 5' 1' 0" Il " 9 I.S' 100' 14.7" 60" 16.0.14'. 60 t1.^' 12 s 1R 0' to a' I6 14. t' 'aS 8, 9" 1 3 0` 12 3" 5 1 O B 0 ,. " 6.0 t 7 I, T' •.D' MS' 12 S I2, r' ] ❑ ' t4D" 14 D' Ill-W, 14-> A.0" n INYl UY'[NO¢, 13 WOOD9CArw 4 1 4e It 72 12.5' 16.0' 160' 307 12.5 I60' ili .0 124 i6.tl`]06 6.2' t2,9 6O 1 1" 1 1. & 12,5 1" 160' A.7 5.6` 12T,16.U" 9J $b' 12 5' LI:D 11 S 0' 1 0 16, i I60 l U 160 9.6' 7' t T 0 2 5 121.1111.1 ," 6" .S' S 32 7 6 0' 160 9 .6 S.e' 16' S6' 9.6' 56' t25' 1J ]" ]2, S" ]6A 9.6' S6 16 O' tit" fe" .0" 9.6" f.6' 16 1 ri-1/ (Mrr. 33 TAP CAR'RN15' 41 y 40 T 52 71 12.5 12, 5" I'0 1 6.0' 1 a' LA2' 125 125 180 16A' 1 9 7S'. 72 93" 12.9' '10. 36.0 2 aP" 912" 78.0 .1 16,0• Y.1 1B 0' a1' t2. SI 17,5' 12 5' 14SL4 15,0 MIT" is a, 9.1" 175' ILL 1 T 3 16.0 16.0, u 0• 9.1 729' al" 12 S' 9.1' ]1. •" IG v R II PUININ ELM+ 41 n P YTOODIAWIOC 49 JIG A.a1EW 52 M'QR�1 73 ' $SP S 1 12.11 16.a T.0" ]1' us•• u.r' 4ti" 4 t, f` .2r 7 ' 1 ., ,.r Lf• ,5' 15.4 53" 5. 9 5 IL.3•' d.i" 1,0" 6.2!' 12.3 L7.9" ACT' 2' S -F q}" 6.3 ' 321" 4,7" iD" 75" ♦. t2,9" D 4,r a ti' 17.2^ , 7^ a0" 0.1Y' It 1" , Y'� 1 0" 21^ f7.3• ,.>" -0- ANCHOR NOTES: ANCHOR SCHEDULE A 7' l APPLIES TOALL PRODUCTS CS1T7F1ED HEREIN SLIT Y OVi0E5 ONLY PR MAXI MALLOW ANCHOR PACT 6, MAXIMUM MU ABLE S NALLCIWABYE SPANS AND PRESSURES INDICATED IN SPAN ER ANCHOR $WILL APPLY, 2 ENTER ANteiL7R SCHEDULE 9A5ED tXV PANEL FASTENER SPACING, THE EXISTING STRUCTURE MAT a ANCHOR TYPE. CT Ep}1 MATERIAL, ANC SELF DESIGN LOAD GREATER THAN OR Epj1AL TO NEGATIVE DESIGN L040 ON SHUTTER AND SELECT SPAN GREATER 7MgN OR EQUAL TO SHUTTER SPAN ELECT CONNECTION NPE EASED ON APPROPRIATE MOU NI1NG CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION CONNECTION OF rvWU 3 `PANEL FASTENERS" ARE STUDS USED IN [70W UNRION WITH ALL MOUNTING ERTRU5ION5 f`P`-TRACK, STUDDED ANGLE, ETC I USE 6 25" OC PANEL FASTENER SPACING IASII VALUES F13R ALL 14"-AND "U'-HEADERS (INCLUDING BUILDOUT CONUM01,15) 1. ANCHORS SHALL Of INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS 5, HOLLOW IF,= HOST STRUCTURE SMALL CONFORM TO ASTM CW DLOCI(, fi� MINIMUM FROILDMENT SHALL BF AS NOTED IN ANCHOR SCHFOULE. 7 MNIMUM EMBEDMENT AND EDGE DISTANCE INCLUDES STUCCO, FOAM, ERUCT(, AND OTHIS3 WALL FINISHES WALL FINISHES SMALL BE UMI TFOTP t/4` MAX OR SHALL BE veRIFIED by OTHERS lO AOEQUA7FLY MANSFM LOADS TO HOST STRUCTURE B. CO MSE ANCHORS, NOTED HEREIN SMALL BE N N NC IS EMBEDDED TO V -CKACRE➢ MAY VCONCRETE ONLY. 9 WHEREENI TIRE LIRE B WOOD FRAMING 71 M Y V S STRUCTURE ENI$ G RS,N T A VAR STE N CON TI ERIFY T EN NT A ELD V TOO PAST ER5 ARE 1 DADE U 1'E WOOD NO EMB R$ PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE�PI IECEAoN E ,NOT PL 00 ASTt?1 10� WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL ME LOCATED IN CENTE0. OF NOMINAL I" X 4" (MIN,) W000 STUD (y" EDGE DISTANCEYS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PI �" G-OSS OR GREATER DENSFTY, LAG SCREW SHALL HAVE MOLLIPS PAN HEAD tit HEX HEW. It REMOVABLE ANCHORS ARE OEWALT PANELMATE, ALL -FONTS SCU"Fr a BRASS BU5HNG L2 MACHINE SCREWS SHALL HAVE lj2" MINIMUM ENGAGEMENT OF THREADS INTO THE SASE ANCHOR AND MAY HAVE ETTWP A PAN HEAD, TRUSS HEAD, OR WAFFR HEAD (SIDEWALK BOLT) U.N.O- 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCW DES STUCCO OR OTHER WALL FINISHES. 14, � DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, 15 * DIRECT MOUNTING CONDRIONS l6 VNEAR INTERPOLATION IS NOT PERMITTED FM USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET Of CD i � j 0� U C CO `IO O CIO O O O W 0 CU LL O =J a) L 0 O CU . � '�^ Cn �,IQ Q Z Z W J !.'vY .Nw,r• rr 1 j JJ W U �. Co x LL- c ca_ rD � V) CN L O3 lG: ED ! CD ? c � o 5_ C U Q � _ 3 PC CO _CT a ' 4.1 W c C-3 3 � a C `� n IT NPR. �e CD ^w, W � I CU O L CJ) 0- cl all O Sit W VJ C0 cw C Q Z Z Q J SHEET NO. SH 1.5. I i LU 1 Lll .._ 1 i L I -_ I -1 U -. - - I I -I I ,I I III V 1---- I 7. u M If 1 I r /,sa2Te2 Au�ct