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6304 Ten Acre Ct
3 0 D N v Cr 0 e) D c 1 V F3 x V 0 n S i J 7 10 t S o+ C s Q i E J INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 14, CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT RECEIVEE) 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT NOVyy 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN �Ms! 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS ABBREVIATIONS -- - ----- --- _ AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3 DETAILS ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAIDor Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed S6M DETAILS AHU or A.H.U. Air Handler Unit FIROR French Door RECEPT Receptacle ALTorALT. Alternate FRT Front REF or Ref. Refrigerator ST STAIR DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required SS RETROFIT DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room D1 SECTIONS &DETAILS BILK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round - _-- — ---------- - BLWor BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening D2 SECTIONS & DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf WP WATERPROOFING DETAILS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector - --- - - BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door PA1.0 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves PA1.1 PRODUCT APPROVAL NUMBERS C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower PA1 2 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights PA1.3 PRODUCT APPROVAL NUMBERS 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 SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL COMM or Comm. Community K/WALL 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 SH 1.3 HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered -- - CTorC.T. Ceramic Tile LForL.F. Linear Ft. THIKN or Thik'n. Thicken SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block \ DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry \ \ DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder J - 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 OVIDorD.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VILorV.L. Versalam LL ED a L -' ©� a �� MEAN ROOF 15 FT. HIGH TYPICAL 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 Worw Washer U U FOR SINGLE STORY HOMES ELEC or Elec. Electrical PC Pull Chain W/ or w/ With � Ell ELEVorElev. Elevation PEDorPed. Pedestal WA or W.A. Wedge Anchor L� ❑� E:1 [:1 � MEAN ROOF 30 FT. HIGH TYPICAL EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) FOR 2 STORY HOMES EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood El E] E]", EXPorExp. Expansion PLorP.L. Parallam WDW HDR or WDW. HDR. Window Header THIS DRAWING AND DESIGN IS VALID Ii E-1 FOR 12 MONTHS AFTER THE DATE IT EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater' a FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WC or W.I.C. Walk-in Closet �� C SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID Proof in 1—� FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water ( 9 CODE REFERENCES ARE SUMMARIES FIN Finished PT or P.T. Pressure Treated WS Water Softener OF CODE SECTIONS. FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION 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 08/23/12 1.00 NEW BASE PLAN 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 07/30/15 1.1 2015 NEW CODE UPDATE 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 05/09/18 2.0 FBC 2017 CODE UPDATE 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 12/19/20 3.0 FBC 2020 CODE UPDATES considered for reimbursement by the Designer/Engineerwithout 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 Jk F4 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 20 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. cv 0 W � n fLp� Pa'Y N A it O in N t Q rd N M m o w c 3 m ;GJ (U . a CM a tj S, ,•till 4't { I l l i f f f!/��11, ?-OWN -''� i • G•�SL•• �N cb FLO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �E v mew C 00 2rz � LL J Lu LL LL 5 LL 1 Z --6rn o- 2 m 0 OL o QC"_; W o CP m W . C LLC7 Z ¢ J Z N O U ° U rn W 13 11 C9 C Z N 8 z o a v J a. - N N (D �- f>3 w � U W 0 w 8 N Ly N W W � E Q p�p 492 CD C �w M of a s � 14E ca T V R V oa � O r K Z C'go t ow W �_ Ox U �ZZ o Z Z 3 wm om W o "� U w mw W Qo $z �_ <� (r3 (rO MillO I co d' zl'd nF 0 3 J in > ch O rn `m � M CO r O �� fT T v/ N l— co ,DLO C N O C) O Ln E M N M �» r z Z c E O Eo :3 c a- U _J ¢ p JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. C S KITCHEN O. BATH VARIES, 2" LESS THAN CABINETS BELOW _ MI x r r I 11111111110� KITCHEN INTERIOR DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD o 0- CID cc R o0 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I TOWEL BAR TUB OR SHIP -� SHWR. VALVES MEDICINE CABINET �y TOILET `Q SOAP Ir PAPER `o b DISH r HOLDER � v r pz OZ v o •zi Ni `0 M ih M in iv TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS BATHROOM 2 0 60 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT X BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 3p" H BASE c W CABINETS 4 So 00 lL AN F in 0V-2" 2x t4 M v FRAMING o b Eli 1/2" GYP it 1° N N BOARD Fi", ria. FIN. FLR. CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING DOUBLE RODS SINGLE ROD 16" FOR LINEN 12" FOR PANTRY BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-0" WIRE SHELF @ +54" A.F.F. PLUMBING LINE TO SECOND FLOOR DRYER VTE -� HANSON BOX 36" A.F.F. EXTERIOR WALL W/ 2x4 WALL z Lu PAD OUT 0 a U -J Q D 0U U W �_ >W U ob 60 x ;?1 4 HB AC PAD 12'-0" 13'-0" 8'-3" ,, T-9" 11'-8" i-V-4" HB - i E I i I 11 NOOK - 8'-8" FLAT CLG. --- - TILE - - - 1- -- r--- I Ir i mol ■ T-2 j" �/ 4, 0" 6'-74" W.H. 17'-10" 0 BUILDER TO 35 EDGE OF SLAB 2" PROVIDE APPUANCE BEYOND WALL PROTECTION WHEN D1 REQUIRED PER FBC NOTE: FINISHED WALLS TO BE FLUSH. FIELD 8'4r CLG. A.F.F. t. G.T. VERIFY. 8'-O' CLG. A.F.F. - - - - - - - - - - - - - - - wW h- UL Q = ___,ATTIC GARAGE x U S --_ 8'-0"CLG. A.F.F. >O� TYP. @ SINGLE N STORY A (SEE AA/S3 FOR S3 STEM OPT.) r- - - - - - - - - - - - - - - - - --- I I I --------------i I I I I I I I I K I I I I I ` 5 S4 TYP. @ I I GARAGE I O I 1'-8. 16070 OVERHEAD DOOR LANAI 8'-0" FLAT CLG. AFF In' All FAMILY 8'-8" FLAT CLG. CARPET �i 8 8'-8" FLAT CLG. TILE FLOORG.T______-_- REF. - 5'•7�' STUD DINING w/(3) GG STUDS w/ (3) 16d MAILS @ BASE 8'-8" FLAT CLG. S3 c0 CARPET T-3" 42" H 1/2 WALL OR RAILING PER SPECS _ _ FLOOR G.T. I- ' 0 (3) 2x4 #2 SPF O N STUDS w/ (3) 16d I J NAILS @ BASE 0 068 ARCH - ^- 3 2x4 #2 SP PWDR ' 4 D. 8'-8" FLAT CLG. O F TILE _ _ : STUDS w/ HTT16 ■ iio Q AT BASE W. LAUN - PE NI<-- OT, i FOYER 8'-W FLAT CLG. - - 8'-8" FLAT CLG. TILE , _ - TILE z - -- - r- I ■ � I c+i I I � I I JENTRY '-0" FLAT CLG. AFF �------- 5'-8" 1'-4"X1'-4" "L" SHAPE CMU COLUMN 0 dol 00 CD x N N O N 00 ro TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL iD 1'-4"X1'-4" "L" SHAPE CMU COLUMN 4 N HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 #2 SYP W/ 1/2 (2) - 2X6 " FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG () - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" A+29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 Q SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 I X 251 S.H. 13 20 X 38 1812 X 37 q S.H. 14 20X501 182X50 S.H. 15 20X63 18X62 S.H. 16 20X72 181X71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 27 114 X 38 26 x 37 S.H. 11H4 27' X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27aX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 8 36 � X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 S.H. 33 54 X 38 a 52' X 37 S.H. 34 54 X 50 a 521 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - A SCALE: X"=1'4' N CV N a� 0 _ o > W U _d O M v c� >C "O CN N -cc " W-. 3 -W ai CL m w 4 ,X u 3 � cO (b W ra > Cap � m av 0 2.1 IT _ J o {GtF �'•.� F L O a . .•o f........ To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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 sea). E V 0 N S 0 C 0 r ,°° % V 0 J N O :0 y cn 13 4 += J U. W LL w a Z a 2 L f�0 0 _ =3N� W Z ILW Go 6 . w to 04Z a G ZN O U N W 13 13 (D M ! z15z F CD J - a � V) CDQ) CD a F5 C5 - : 'per 4--J cn W 5 � m U _ 0 W $ Ln Lv N �N 2 U LU =-: U as c rR Y Q t N of Z M z o a J n O E E: m z fo - g z® oa U QQ0 _ XOV VO a F �U z CD2 <S - Z .� ra C jX �F o OLL z� W a $! 10. 2xz 10 .0 Gw Il 3 Illlllllllll� CD, w c� >_ a J >M m CD M N M Co r CD � r r Cr D.. U) m N 4-+ Ln 4-0 N � n O LnT N-Q Q r cc co ti r- o Z Z E O E m v c aU - Q 0 -J JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH CAP & CASING OR - 36" RAILING 36" 3/4" PLYWOOD DECKING PRE-ENG FLOOR -- - TRUSS 10 '`;. 1xTREAD(TYP.) 3/4" PLYWOOD DECKING 7 _. 1x RISERS (TYP.) 2x6 LANDING--,,,�'A . 2x4 FRAMING 5 42" KNEE WALL WITH F STRINGERS 4 1x8 CAP & CASING OR 3 36" RAILING - DECKINGOOD M 2 UST 2x6 LANDING - 1 BLOCK 2x4 FRAMING STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING T� ---- CONT. HANDRAIL H. GRASPAABLEBLE RETURN TO GRASPABLE RAILING WALL D E T A I L SCALE: NTS TYP. STAIR SECTION 2x4 THRUST BLOCK Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. Grip -size: andrails with a circular cross section shall have an outside diameter of not less than 11 /4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 nches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a phere 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (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 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 25'-0" 6'-7" 16'-1" 2'-4" 1 D2 H1 D Fi1 O 2x4 #2 SPF STUDS @ 16" @ TYP. @ O 6 B 6 O.C. TYP, 2nd FLOOR CORNERS (2) 25-SH 1/2 33 SH e EXTERIOR WALLS EGRESS D2 TEMP D2 in 4-SH � CC 1668I I B P B.F. SPECS. �- 2,-4„ 5 -6" 4:-4„ 4 L___- I 3 D2 246 0, BATH 1 I o TEMP. GL. FLAT C iG I ENCL. ON 42" SIM. w/ (1) G.T.. o R/SH HIGH KNWL. MSTAM36--------' iv --=� @ BASE' 48x42 ; 12'-10" T-2" -0" 1 T a I. 7,_ \0' $HIO 3 D2 iv F---�� i i -- TtLETO SIM.w/(1) 7'A.F.F. MSTAM36 36" x22" I ----�J I - @ BASE OWNERS ATTIC I h (; ACCESS 8'-0" F T CLG la N AR T _�__ " SUITE C 8'-0" FLAT CLG 2468 I P ;n CARPET F- N 4068 B.F. 10 ao CD 40 - - - - - R/SH - - - - BEDROOM 2 - - 8'-0" FLAT CLG CARPET 7-6" A4. 4'-8" 4' 12'-2" u 6 ih 19 N W D2 n V7 T � A H1 � 1 g 42" H 1 /2 WALL 2668 5068 15 OR RAILING PER B.F. `r SPECS 14 J CO S6 c=n 13 N D2 N NA R/SH TYP. @ 2 12 0, STORY. SEE H1 O 11 TECH ao o 1 o JJ/S6 FOR CENTER u STEMWALL 10 OPT. T- 3'-11" 9 T-3" 5'-8- 3'-4" b'-7" 3'-3" 1 8 ti6�6 - -H I LE TO L1 7 � -11 0" FLAT CL T A.F.F. 2868 TIL 6 3 I t D2 ) N SIM. w/ (1) 4 fV MSTAM36 @ BASE 68 N BEDROOM 3 D2 o, 8'-0" FLAT CLG SIM. w/ (1) - - - - - - - G.T. - I - - - - - CARPET MSTAM36 @ BASE 11'-2" 2'-4 1 11 6- -) - - - - - - ------- G.T. - - I-------� 00 SIM. w/ (1) MSTAM36 3 BEDROOM 4 T r @ BASE CARPET G ( C7 I 3 D2 D2 8'-0 SIM. w/ (1) I r MSTAM36 0 = @ BASE a I m 1/2 33 SH I H1 B 6 I I D2 I N I 25-SH 22 25-SH GRESS D2 EGRESS e I D2 � H1 O D1 O(D I "' I ----------� 2'-11" 13'-6• 2'-11" Z-l(r 2'-10" 1914" V-8" 2S-(r I I I I I I I I I I I I I I I I I I I I I L--------------------------------------I hEVISION NOTES 12/1712009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.6 / -29.1 O +26.6 / -33.5 i;SEE SN SHEET SEE SN SHEET \K 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X25 S.H. 13 20 X 38 J 181 X 37 i S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 62 2' S.H. 16 20 X 72 18 2'X 71' S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 271 X 508 26 x 50 S.H. 1 H5 2714 X 63 26 X 621 /2 S.H. 1 H6 2714 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 $ 36 � X 37 3/4 S.H. 24 37 J X 50 8 36 1 X 50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37 J X 72 3612 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 J 5212 X 37 S.H. 34 54 X 501 52 2 X 50 S.H. 35 54 X 63 52 J X 621 S.H. 36 54 X 72 5212 X 7112 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. ueneral N01155 R302.5 Dwelling/Garage Open Ino/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. 11302.9.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - A eD .--- as WLU � O O C tt1 C �t CO Co CS i N C-4 t7 Q d C-4 •j � L C 0 is a !2 c � .� cu i C tm N =- 2E a 0 ;t�y 0 w 1501 FJ N �t10 . . J `� ✓/,r90PESS1ONr ryu0111l11110110 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. t» g E co 0 ` N ib 0 N 000 0 tnnQ Q N O'�T M J LL W Z Ju_u o. @ �rn a W L;a`r9 � '16 04 i211- n Z LLW IL U-) 0 7 04 M Z d l= ZN < O L) W ❑❑ R ; Z N M J - 13 N C1 v V Cll � U W O w 8 �r C� L x N d7 M W M M � Z a U_za f o 'oLL s Q E 0 (O w izz z0 oa UO F - X U D U oZ z O N aZ z r9 - ZZ yg mo W 2 Z a�i CZ J 7 < Q Z g° d �w W = � C) Z wa F '_ Illlllllllll� ca a' >M O rn O � M Co ,- O TT V ! ca rrO 4-0 O � CV C:) -0 O Ln N Q ^ r E a M N z z c O E N a U J Q 0 J JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. 1.2 t M� I " — ___ �I I I n I "i"11U, 1 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 4' OFFRIDGE VE HDR. HGT_ -110 '- 1/2 33 SH f` CJ 12 �5 (2) 25 SH 2ND FIN. FLR_---I I HGT_----�-- FLR____1__ EXTERIOF PLASTER FRAME TEXTURES CEMENTITI FINISH ON / WEEP 35 SH REAR ELEVATION - A SCALE: 1/4" = V-0" EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION - A SCALE: 1/4" = V-0" T.O.M. @ l./ ENTRY DR. HGT. =LR. 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.0-1/2" 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 y \ _ N 00 V � W ® °=a ai a c cc MIQ- r 4nG me CL W � =.o'rc� m ti i9 r` 1 W g�0 P ,••'' •.,.• C •� �•\ .o _ :< OF To the best of the Engineer's knowledge, information and belief, the stnxtural 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. 40 E H o $ O N N(.. � r °C14 my a LL a C u J w JLLLL a Z t �°' a dad �' 7 mNV7 o WICY o 0 m w °D N d IL 3Z = N OU W ❑❑ Ur cn �n Z N z z o J — tl � N f"1 � Z a TCa w U � 0 8 WUl N w J z • U o Q N W o W o (� n E �® ni _ Fi XO �a oa VO OU oZ Z O CN i gz WZ 2 rp N {_ ZZ a O ZZ Z N �b 4w o ZZ ZZ ao W �w W W _ R > o c z°d a 0 J e� >M E N M (� r O Cr T {.L VJ m r LN O tV O '— Q M C M o Z Z e O E w ii 0 � ¢ 0 '0 W J JOB NO: 22-08302 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. 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 10 #6 to HVAC :' n 200 amp 150 amp UNDERGROUND [Dis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 150=2/0 200=410 in 2" Conduit 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 GENERAL ELECTRICAL NOTES. NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. 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 Zp3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1.5" VTR _III 3" VTR I� ��I I I� I I I I ^ I I � I 3" VTR I I ,,, I � ►III m PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS A/C PAD DISC. WP GFI /f11 WALL MOUNTED LIGHT FIXTURE --------------------------I-------- I O RECESSED LIGHT FIXTURE OZ Z GARAG E E NTRY I Q I I - H-------- I I I LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS - / U _j —�"�� GFI DB & GFI TO I I 06 L_ IGARAGE------- BE ALIGNED TRACK LIGHT - w _ , IGHT AS VERTICALLY J u_ I- I-------- / O I ---------- FLUORESCENT LIGHT FIXTURE I 1 X w PER SPECS I I O EXHAUST FAN Gil S ITCH FOR > w Q EXHAUST FAN/LIGHT COMBINATION / DI POSAL f GARAGE -- I o WP ' I I ®D ELECTRIC DOOR OPERATOR (OPTIONAL) I I 10 GFI GFI I I I J I IRRIGATION I I I CH CHIMES (OPTIONAL) I I GFI @ 44" I I I I x Fo� I GF PB PUSH BUTTON SWITCH (OPTIONAL) - N I A.F.F. DEDICATED ED I [D]B PUSH BUTTON SWITCH -DOOR BELLRECEPTACLE FORI MICROWAVE RANGE -- FGFI I I I I SD SMOKE DETECTOR HOOD PER SPECS GII l i DWI CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) L _ _ _ I I I I TELEPHONE (OPTIONAL) I `� "' -� 1 � I I �USB TELEPHONE/USB(OPTIONAL) - ITCHEN------------------------------ I -------------------------------------- -1 © TELEVISION (OPTIONAL) _-IL / 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. — REF COACH LIGHTS "'COACH LIGHTS W OR OR O THERMOSTAT - - - - `� r' PER SPECS E AS ` / / / PER SPECS E AS ELECTRIC METER OPWI ELECTRIC PANEL 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. DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN Q\�� . CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SPEC 3 & 4 KITCHEN SCALE: %4"=1'-0" FIRST FLOOR ELECTRICAL PLAN -A SECOND FLOOR ELECTRICAL PLAN -A cv 6V 00 r-- C� 0 CD W CD pQ t v c+� m to N s. Z N Q � o>, E c y r � m m u w � c � C= E N 0 N ti N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E a oo M $ N p O tl✓ Ntir�.� ik fA M v � LL w �wLL w Q. Z a Z13 M8 i 5N (_p O� O . w W CD IL IL 6 Z �; N Z a J ;n N V OU 0 Z W pp U 2 v Z .0 c+> o z 00 z o — —J rid U) — N (n V O 4--+ W —� O w S NLy N U LLJ a n_8 x� Q Ch so oCID ww Mz � o za dE 0 :i O 2 ¢¢O W 0 =O VO Z o IEo [V a� a= p p �W WW � w�.. 1- M < z m i O Z � � J d Ii oW uJ ° W d U o a Nw ti� w L aY �� O w ar �3 >M � M (0 r O T T V l m LO � O O N .� o IBC) CV Q ^ r ai E C`V M o Z Z E O y m a U 0 JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. 3 w CL O W N_ Lr) 4'-0" ROOF VENT tiiA ��Q 5:1� 2 SLOPE 5:12 SLOPE. Z ZONE-2 0 ATTIC SPACE C C 1170 SQ. FT. 491 w oLU a tL O J I ��Q w tiGo L,9 I I o to I r 5:1 I SLOP ' 5:12 SLOPE LU I CL o ti�A to IN 5:1� 2 SLOPE 5:12 SLOPE' LU I I I I z 0 ZONE-1LU I I ATTIC SPACE' o i 0 9 316 SQ. FT. I I I I I I I ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule (No Upper Ventilators 1/300 Rule Ridge Vent Amt Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft.) Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper Y PP SQ. IN. of ventilation of vented IN. of of vented ventilation to be SQ. IN. of SQ. IN. of Ventilators required soffit ventilation soffit provided by upper Ventilation Ventilation (See Elev) needed required needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper Floor 1170 1123 160 562 40 281 10.0 1.0 288.0 (Zone 2) 150.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN — A SCALE: %4'=1'-0" N N tJ CV Go V u z w O 0 -O Co X N C V•,• CL N C T= 'Z w tV m 3 -- CU ye a cv d .c is 3 3 C C N O d U i O v.- Oro ull F- L O ,t1� y `-iinit1(��`�`��� 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. Q0 cn8 ci 0 y�� N 0O �. ik LL a m Q LL LL W Z J U. a a �4n Wf°�O_jO' o m L0 ZN OU h W ❑ ❑ Z N g Z Q Mtn z `° W �V _ 0 W g JAIL �M ® U _ g Q c U) Q Y i44 O w MZ LL- a�o ;zo U o�z® � oa w¢ Zo FCU C6 O 10 �` o � oz az N ru N Z2z mo z N J 4°O �z n 8 z WU o& �& o wW < �x3 on �O W w a r mot' zi 3 J In >M O m c N M M T O � Cr r m LO 04 0 O Ln N Q ^ '— iu04o r M N t\ Z E O �; a ci JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. 4 1`- ,• •° ♦ ' •,= #5 CONTINUOUS • , .. -• REINF. SEE FND. FOR ° ' ° QUANTITY #5 X 25" X 25" CORNER °•' '°,' ° BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ° ° , v °� ♦ - ♦ °� ♦ ♦ °� ♦ - °, - ° - ° • •- ° - ° "Alternate: The reinf. bars shall be - ° - ° - ° • '- ° - ° ,' ♦ - ° cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL 'v 0 iD 12'-0" 13'-0" T-5" 5'-2" T-5" 11'-8" 1'-4" AC PAD L TYP. @ S3 PORCH INDICATES FILLED CELL 1 a0 4 I w/3000 PISI CONC. GROUT I R. TO BEAM w/ (1) #5 1 _j � -? IFROM REBAR ERT. ABOVE SLAB. ■ UI i @ ALL PLACES I 6-10" 5'-10" ITYPICAL SHOWN. HOOKED FTG I DOWELS w/ 17" EMBEDMENT 1 w/ 25" EXT. ABOVE SLAB. GRADE 0 STEEL I I C.J. — — HVAC CHASE BASED ON 3�1---- — — ------ ■ 1 LOCATION M PROVIDE 1 1/2" RECESS FOR SGD I I ■ I I s3 REFER TO MASONS SCOPE FOR WIDTH. (D III I 1 ■ C I) I LE] WWF PLACED IN 1/8 SAWCUT x 1/4 SLAB ■ �� C.J. I UPPER 1/3 OF SLAB THICKNESS WHERE J — — — — — OR FIBERMESH SHOWN ON ss REINF. SEE PLAN. — FOUNDATION PLAN TYP. @ T 00 TWO I En I 1D STORY 4'-1" 13'-8%8' 3Y2" MIN. 3000psi CONC. LiJ z SLAB FOR HERNANDO U COUNTY ONLY. 3Y2" MIN. C/) ■ I) 2500psi CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER TYP ? ?I S3 U U CONTROL JOINT DETAIL L _ C.J. _ _ -�- z O Q 0 z O z O Q z Z) O tL O 0 N CD 0 v Y LO O CD 00 v II1 I I I ■ II1 L_ J o ■ ■ ■ —J I PLUMBING STACK 1 GG S3 _ o C.J. _ — — _�■ 13'4" STUB UP TO 2ND I 2'-6" x 2'-6" x 1 FLOOR 1 — I— 1'-0" w/ (3) FOR A/C �J — — — — — — #5's E.W. C w S3 MOM 1 <° >_jm i ■� OQ Q a U -j 06 I 1 �U tL >w ■ TYP. @ o SINGLE ro STORY 1 ■ A I s3 , 0 ih 2'-6" x 2'-6" x V-0" w/ (3) #5's E.W. O 060 CD 00 0 Fo v O in rTT� rrrrrrrrrrrrrrr I I • o -3 1/2" if K S3T z C, 17 17 9" 9., ■ ■ ■ ■ 0 12„ 3„ o N T-11 „ --L, 1 64 oz O PROVIDE 1/2" X 9 1 1/2" RECESS FOR ■ -4"s 1 00 FRONT DOOR w o 0- LO z TOP OF CONC./ �O PAVER TO BE 4" M U) -LU' z BELOW FIN. FLR. 1 ■ — z =O d I U) tL C.J. Co —— — 4��., 2'-6" x 2'-6" x 1'-0" w/ (3) v L #5's E.W. I I s3 ■ TYP. @ w ENTRY J i O (2) #5 VERTS w/in S3 1 FILLED CELL (2) #5 VERTS Win FILLED CELL ___l 1'-8" 16'-0" 19, 4" ■ 1'-8" 5'-8" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION —A SCALE: Y4"=1'-0" N N 0 N 00 a- F-- o > W O aL O L_ U f.J � C A C> N Da L.L. N O C. lC ate•" � Q a rn C� �o a 0 ,. ;��}111llulp�i n a n� &U " !.,r)NP 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) E o g $ g 6.NC� � FAF 0) ')a d! Mv u7 c J LL w LL tL o_ Z @ern Q. ha 0 0 0 W 00 0 m w �. LO N Z Z N O U U y W [Ell E01 V MM � (D Z N z (OD z I; Q_ C_ <n N z C1 QJ c� L LL O W $ t� d YZ r uU, t u U • c m Q N W r_ M za 2 z W ao z® oE 0 <0 S O cc ��oz Z N L a� wo W Z 44- zg& J g ¢ Z O d pg =W W�. i 0 !z _0 O WF IO co co zl�aT� aF 3 > (� O a� L° m U i M CO r O T T a. (0 m CNI LO � ate-+ O � N 0 O Ln N0 Q ^ '— a) M C`V M y c Z z 0 •, E y m a E m ci0 a t? JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. 5 12'-0" 13'-0" 2 D2 FT3GE TYP, @ 0 00 N O A @ 24" O.C. MIN. O EP S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL ED FT7G 1 L1 FT6 0 M ZI N.. a TYP.. a RG. WALL -i fn O O m FT8G FT11 FT13GE j S6 • • • TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL (2) A v A TYP. U.N.O. 35 FTA 22 D1 FT9 (2) A CJ3B 00 LO CJ1B 9 D1 y 7 �S6 D1 FG3 -� D1 r W a) 100 5'-0" W A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) LS4ur 5'-8" RSHENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=4ft / 10 HIP 35.94 49.57 -49.57 -49.57 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 -60.99 -78.58 ------�- \rO 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 I Q 9 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 I ROOF SHEATHING: 1 SHINGLE: 7/6" EXP. 1 C%6) or 1V3 'EXP. 1 e346) 1 I I 1 TILE: 1%2' EXP. 1 0316) I r 1 I I I I I NOTE: 1 I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/e' x 0.113") NAILS I- -I- " r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32, SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-0310d (2Yz* x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. (NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO-/ '—ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 4 " MAX LSTA30 EACH SIDE TRUSSES @ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = V-0" 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 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 1 9 -10d x 1 112" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-1Od 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" 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) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F 1N (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/ 3) 16D INKER & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32)16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1Od x 1 1/2" HHCP2 680 570 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *" DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 FLOOR = L / 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 (+/- 67) *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 4W OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE 92 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN -A SCALE: Y4'=1'-0" N eQ N ma ._ CO r L1J CL. 1 m -ma � ...: C ll a. = m c w tV .eC W N as m � c o Q 3 � -' u w `Cd=n y E en o a w 0 �1>',1yt1131lrihhij `�q�, �Ro wA/ - P:*; •CASE *� r- • 1 o Hp �F "�'• P, F L Off' To the best of the Engineers knowledge, information and belief, time 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. W C, E G o tlj h (A tonr<J2 S iM LL Q fh V C J LL W U. � � � Z o_ "u r-013; a �� 2 � r• OOC W i m Z IL LLW -L0 F4 ce) Z d {- Z OU 0 U) ao U R v :2! N M z z a V) z �B � U a 4-1 N LL C) U 0 W g Ln c �N � � I � U c rn • Q ¢ so M w z M `= o LL E E zo o° s >p =o E wo a o�rE� ¢C � °Z 0w c fz ¢wZ �Z S <3 W �� a N� C=� J� u MLD 0 Lm zl< >M O m to N M C ,— O r T Q (n o N m LO O � 04 O 0 O L0 N Q r hi 41 M N y o Z z E O E (n to a 0 _ ¢ o JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. 6.1 ■m 25' -011 I. (2) TYP. is RSH ENGINEERED CLADDING WIND FPR PRESSURES AND SUCTIOPER ASCE 7-16 ROOF NS FOR MEAN ROOFGN ALLOWABLE HEIGHT:5COMPONENTS ftND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO 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 —t-- ROOF NAILING NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): L r,I v I♦ /1 ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ROOF SHEATHING: l O l I G I SHINGLE: Y16" EXP. 1 (2%6) or1%2" EXP. 1 �6) I t I 1 TILE: 1%2" EXP. 1 (3�1'6) I r I I NOTE:I_ 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS I r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2'Y2 x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS 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 I HETA16 1810 9 -10d x 1 1/2" HTA16 1 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 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 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 l/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 1 Od 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 14-1 Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (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/ 6D SINKERS (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 10d I SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" 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 CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*"). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING PLAN —A SCALE: Y4"=1'-0" (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS N '- 5 C, W -C lC ccby s: 3G r A r ✓F�� U, W FL o x��` To the best of the Engineer's knowledge, information and belief, the structural plans and specfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W 8 E O N O Y 0 C N r di M �V LL Q C LL W InCq LL LL V R a 4 13 ,a ,L �'d_ {2 W NNE y W of 3 °. W 0) T. m Lu T" 11 N O Q NIIII LL ZN OU W 17-113 z ti � zU) Q J N N ul Q) � 0 N2 V L'W U � � 0 w $ Ln C Y N � Mr— rn c) w f— — E r $ n� C!L' !.'g o w Cn o �pp t! �o oLL �R z® O U F— @U u i � �a o Z_ o E C—:,<°z N i aS z 0: Ui w� ra C < m 00 f z - C o .0 y >�Z <m N 3 3 8a go D� W Cx �fE aLL = � o �wS2I� "�'� �_ a� zl°d 3 M 0 d' N M Co r CD Cr 1..1. m CN LIDF- O � 04 .fl O LO N Q '_' E W C\V M y c z Z E O E av _j ¢ r7 JOB NO: 22-08302 SCALE : - AS NOTED SHEET N0. 6.2 9PROWUMMM GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 817321B/1T FORM dt GROUT SOLID O W � J r �U O %5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F 16- B/1 T tNOMINAI. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #SREBAR MIN. CI (1) REQ'D ICEILEAR/ ALTERNATE POWERS STEEL LINTEL - ° S r, ° Ggo C.M.U. #5 REBAR AT TOP ° ° MIN. (1) REO'D 1-1/2" CLEAR 2 ° z a GROUT ° ¢ - C.M.U. F ° 5 REBAR AT = u) w BOTTOM OF - i' m ? w FZ U, o LINTEL CAVITY r~n a uJ LU OTTOM o cr d o i- `- - Z REINFORCING Q ¢ r7 m LL - 7-5/8"ACTUAL PROVIDED IN Z w 8" NOMINAL WIDTH LINTEL F Q ` #5 REBAR AT BOTTC cr i5' AS INDICATED (VARIES) cn in MATERIALS �-16 GAUGE POWERS . cT pr�sTTfinels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w! 4. maximum 318" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 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. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 7132 wire per ASTM A510. 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. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS applying the cementibuos 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 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"xi J" TAPCONS OR TITENS "CENTER OF STRAP @ TNVALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/Y" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE oL SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" O O 5'-10" LL 13'-0" LL MIN. E 17'-4" LL LINTEL PLAN -A SCALE: Y4'=1'-O" O 8'-0" LL O 4'-6" LL O 4'-6" LL MIN.B 5'-8" LL C. P © V CV G LL. a m � a w d y Q� r= IE � a a v 0 1 w�� V�. L 4�.,.. 0�ESS1`DN� 1 /111 i f l itl111t\��`\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W �* E 0 g 8 02000 _ r (� NV M Q LL w u iy . a °' a z00 rao �� N � p � W 0 n o W W) M z N Z d k IL LL z OU 9 8 W ❑❑ cn C Z N M Z Z Q a � N <n CD ry � J w N C N 1_a Cn U c w t Q W cli M w M zI O z J E y z s� os g r a z® E y M ~ U 0 00 � U oa Z N �o w (a � C 0x m o o� Z J ate° �z d a 3 o LL 50 az �W W U _ O �� Z < i3 ' F �o IIIIIIIIII� O CO � w ax O >M O d' c� N M CO r O T T' U) m N ~ LO O � N 0 O LO N Q Q t- E z M y ^ o Z E L a- U _J Q C, JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. 7 "I Jillf ItIIII1'19I1f NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(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/fMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEMS ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, f'y = 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: C4-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 Yi 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) AC1530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4: 3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7l8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS, 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM 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 / Borac ore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. IrrigatioNsprinkler systems including all risers and spray heads shall ndt be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and badcfill is complete. 6. FBC-R R318.1.2 - Sal 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 dilubpn. If rainf If occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 - Cncrete over and mortar along the foundation perimeter must be removed before extenorps°oi 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 install, d after construction is complete, including landscaping and irrigation. Any so! 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 byy a licensed pest control company before a certificate of occupancy will be issued. TPie certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N � �N �O c a 1' v m > O w O 0 Ceti' - m x +.: c u. cs. to A t0 =y N 4 d'N =g _� 3'd tv� to o- c g �o a � 0 I r11111,,/, 17- Jr.it '•�� S_ L0*4 O ....... ,� S%5 NOSS\\ 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) a E S V 0 o y W C ti " m � � 0) rp n ram. J u- Q y to R C J LL W LL LL a Z 0 � cc � rn a 0 ?'O0 W 05 C W u1 Cl)IL Z Q J Z N O U U W ❑❑ VI t7 N z N z z r` U) �z U w � A U OW LnUr) m U M Uj x L � Q 0 _ C4 W " W z M � ii _ w E zo >p ZQ iz E v0 ro z E n° z - o �z N ru ` •-e ry - � .0 �,o m o Z� Z aw j 3o W T ]U a 0W 0 y= 7� >_ Mj to Z< J �C:) > c") O rn M m � ^' W L. M CO r O ^ Cr r w m LO I,it� ' N C:) O N LO (V E W = M N �; z Z c E O E H of a 0 _ Q p JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. S N FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT r^ w/ (22)10d —� I I I a STD. 90°17T CONT. #5 I NAILS TYP. I { GIRDER TRUSS I perl-_-` I 1. 95 HOOK BAR 2X TOP PLATE BAR BAR 5/8"0 #5 CONT. THRU FROM BOLT ON TOUHIG HIGHEST BOND BEAM BOND BEAM STEP 2 X B.U.0 `•` SCALE: N.T.S. SIMPSON MGT w/(22)1Old NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKING/TJI •%%• UPLIFT VALUE Tom -MASONRY WALL OR •• ��i� i'• IS BASED ON INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH � Solid block all posts from # OF 2nd FLOOR � LOCATION OF above to bearing below. STUDS SECTION @INT. BRG. WALL :.. .j::= . SECOND H10A (WHEN SIMPSON 91, DOUBLE JOIST CONSTRUCTION �:`:�`.� : REQUIRED) (Not required if both loaded equally from above) N.T.S. w/ (18)Iva x 1 1/2 NAILS Filler blocking 1/8" min. }Small gap 2" min- UPLIFT =1015# * i 2 max. 4 max. Webb itS ffener Fastener Schedule I 18"gap- TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Joist Bearin Location J. J -_Series Dekth End_. Intermediate 2-8d - 24d —1 INSTALLATION INSTALLATION BCI5000s® 11-7/8"2-8d 3-8d �- -- -- / f Clinch nails- 14" 2-8d_ 5-8d 9-1/2 2-8d 2-8d when BCI6000s®'11-7/8" 2-8d 3-8d possible 1 BCI 6500s® 14 2 8d 5-8d ..1 4" MIN. EMBEDMENT V 16" 2-8d 6-8d__._ SEE SCHEDULE FOR 1 Support back of web during nailing to prevent damage to - r o PPo 9 9 P 9 11-7/8"T 2-8d 3-8d SIZE AND QUANTITY web -flange connection. ® - , 2 Block solid between joists for full length of an. Ti ht fit - BCI 60s 14" 2-8d 5-8d o o s OF FASTENERS 1 9 span. 9 4 16" 2-8d 6-8d o �. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/ " : 3-16d I 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. gCl 90s® 14" 5-16d 5-16d t 6 = o0 4� ° lourwk l- nc 1-Urvu toi•+ -1 urkvvviv/ — .. ....... ....... required when indicated or 4 Max. 16" 6-16d 6-16d - STAPLES @ 6" O.C. VERT BETWEEN I I I.... I L .... 16GAx1-1/2" LONG (3/4 -1 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite g g , " STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y- Hangers with side nailing. " GAP @TOP sides by 6". - Hangers with sides not containing > f WEB STIFFENER STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS top flange of joist. j (NOTED THUS:-) DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. e -Under 2nd floor column w/loads- c N.T.S. higher than 15001b. METAL LATH ATTACHMENT DETAIL BLOCKING PANEL, INTERIOR REV. 09.24.21 SCALE: 3/4" V-0" SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900plf max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls: - for vertical load transfer Plumbing *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* bearing walls QI Load bwhen load bearing - forlateralsupportwhenjoists META12 TSS INSTALLATION / HTS INSTALLATION "*ONLY APPLIES TO LENNAR TPA/JAX** Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below * over squash=20 blocks and Load bearing wall must stack over Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional Joist consideration. Check 'L When jolts meet over wall, provide local building I -Joist can be offset code for appropriate 1 3/4" minimum bearing for each. details in One 10d box /' up to 3" to avoid PLUMBING LINE areas=20 of high or=20 sinker / vertical plumbing TOP (2) #5's x 4'-0" 10CENTERED @ PIPE PVC OR SCH40 SLEEVE ES 3" max CEN lateral load. nail each side at bearing. JOISTS OFFSET A/C CHASE 4" PVC PENETRATION TANK -LESS W/H ' SLEEVE THRU STEM N.T.S. a Q dd WALL G a Provide adequate bearing - d • CORNER OF for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist - - _ _ - (- - blocking panel *Non -stacking walls = " ° GARAGE SIDE HOME o 0 o Squash block 10d nails SECTION INT. BRG. WALL require additional consideration. - - -T7�- � � � FINI GRADE � �T- • • - "�'' � (2x4 minimum) @ - I i h,- • _ _ _ 5 -0 o Bearing wall, Versa -Lam LVL or N.T.S. STUB -OUT FOR 1'-0" o o - Glulam Beam GAS METER O o c°� 1 ~ N z: NO HOLES (EXCEPT ��� - SEE FND. PLN. KNOCKOUTS ALLOWED MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) DIMENSION OF LARGEST HOLE Nail with 10-10d nails. SIZE &REINF. IN BEARING ZONES D ) = 12" BELOW (see table below) (KNOCKOUT EXEMPTSp Install tight to top flange. SLEEVE THRU STEM � ° • • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE PIPE VERTICAL THRU FND. • ROUGH -IN GAS TO RIGHT ALWAYS - 12" OFF -CENTER DO NOT cut, notch Joist han er SEE PLAN FOR •. d . • • • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges g FOUNDATION INFO ` ❑ STEM FOUNDATION GAS CONNECTION DETAIL PVC OR SCH40 SLEEVE **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** 6.� A 1Y2" ROUND HOLE MAY " " DO NOT CUT HOLES GRADE TOP (2) #5's x 4'-0" 66Filler block. REINF. SEE PLAN CENTERED @ PIPE BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" Nail with PENETRATION PLUMBING LINE THE WEB. PROVIDE AT A ROUND IN ' 10-10d nails. LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top ° q d . a es . FROM OTHER HOLES mount hanger load exceeds 250 lbs. e ° MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Install tight to top flange. �I d 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. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-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 Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 314" 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 ,,good panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x _ lumber 8 T-U' 1"" 1' Z' T-7' T-3" T-3" T-T' T-11" 2-4. 2-9' 1 32' 1 37" Any 16' joist12 1'-U* 1"" TZ' 1' 2" 1' 3" T-9r' 2-4" 2'-11" 3-7' 42" 4-9' 94' 16 T-U' 1"" T-2' 1-2" T-7- 2-6' 3' 2" 3-10" 4-9' S 7" 6-4' TZ' T-9' V-1" 1' 2' 1' 2" 2-0" 3-0" 4-0" 4-10" 5-11" 6-11" 7'-11" 8'-11" 24 Tir T-1-1 TrI Tr z-6- 37'" ,,r-9r' 5 10" T2- 8'-4" 9r�' 1ag- 7=,I A* , l 1/4"-2" gap I- • a . • d 1 SEE FND. PLN. (2) #5 REBAR SIZE & REINF. -' Backer Block A/C CHASE 4" PVC "Top Mount" "Face Mount" SLEEVE THRU FOOTING NOTES: Backer block shall be tight Backer block shall be tight MONO FOUNDATION PIPE PERPENDICULAR TO FND. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-T gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO, flange. flange. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb stiffner as TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger CENTERED @ PIPE A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height TYP. FND. PENETRATIONS Fl- MEMBER CONDITIONS. requirements a v ° da, a 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF I SCALE: N.T.S. < a All THE LARGEST HOLE. e o depth 0.6 X Joist � r- ��� � e 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. ° �1Tn c A d a d 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1X' KNOCKOUT HOLES TURNED WITHER a 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. I -JOISTS BUCKETS SEE FND. PLN. HOLE CUTTING CHART N.T.S. SIZE &REINF. N.T.S. c.+ fl c- ccr a H a c� Q C W d � G7 N Y7 N C -4 y67. N f0 m o. a a> c c co Q T as CID` o a �. CJ a >�o CIA CE .� a o` illN111 Z� O W N 29 L ,.. To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E cc 0Lo M 7 gz � LL IC C -J 2 LL W o LL ILL.SS a ' z L f O o `V o �pjO' W m z Q LLW N J OU W Z W 11 I� 0 z N lh z z� ¢_ _ a N U)V)z U. o U. ra W � � p U O W $ N c y �r CB W � z c .53 Y < C. C) � W r> 0 �M g LJL d QO <N Q E: U j Ze o° o Wo Oz Z N It a� ��Z 2 U Nm<W O¢ Z Za ;a J a^+ �z tyo N $� aZ W yw a L za a 003 >M O rn 0 i� M CO r O :3 �--- r 76 m LO O � .� N 0 p O Ln N Q � E N z z N E n3 a U _J Q p JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. SN 1 11 1 It 1 1 I 1 11 I IIII" I 1 I;, I. I, n' ,� • �'1 p I e U ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP') VARIES FOR UNDERLAYMENT @16" O.C. W/ (10--0" 16d TOENAILS 2x #2 SPF STUIT'/ V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE, d , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. O6 x 6 W1.4 x W1.4METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)WWF OR FIBERMESHMOISTURE BARRIER .o. A ' SHINGLE ROOF, SHINGLES TO _ . ' . . . A'. .� o BE IN ACCORDANCE w/ ASTM m ALL— f - p -RES' ,. 0 . -T D7158-CLASS G or H, or ASTM i I D3161-CLASS F, IN '�z:El Li_Ll ° ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING 0_1 CODE 7TH EDITION (2020) 8„ RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=VI S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "I @ GARAGE W/A HABITABLE ROOM 12" N•0. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8'1` KNOCKOUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"1 INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 11 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE I Id CV A n 00 Z Cn C 0? 6 MIL VAPOR BARRIER , C �* 6 D • • T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB \ PAVERS 5/8"OR 1/2" HIGH STRENGTH -ice (U.N.O.) (OR %B" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD x 10" "J" BOLT @ 24" O.C, W/ _ r 2"°016" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12"TITENHD @ 24" OIL"x10' WEDGE ANCHOR @ 24" O.C.) 2„- ,� z 31/2" MIN. :. ELEV. -0-31/� 2x4 CONT. A.F.F. p I° CDCD > 4 -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %' GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM _ SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE /-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS �2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ - NOT EXCEEDING 10'-0" (R302.11) 2"1 PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" �—INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SI MPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" _ % IF NOTED, THIS REFERS TO THE = l STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT /x 6 W1.4 x W1.4 INCLUDE THE WALL � WWF OR FIBERMESH ATTACHMENTS 2"- �31/2" MIN. 1/2"(min.)-4" x o GARAGE DEPTH VARIES 31/2"(min)-4" I I I►- 9 (2) #5 CONT. 4" 1'-4" 8" GARAGE SLAB AT STEP g U.N.O. MIN. TYPICAL BEARING WALL (,@ STEP (@ SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, Cow` •C�E�S�GJP� eCs' M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C ,GCN5\N LOAD BEARING OR INSULATION PER FBC AND ENERGY INSULATION EXTERIOR WALL 8" C.M,U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL BOLT INFO, 5/8'1 BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON WALL SEE GG1S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR " MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4 x31/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP} #5 REINFORCING *SIMPSON SP1 SPACED EVENLY FIBERMESHWEEP BAR w/ (10)10d NAILS iv 2x P.T. PLATE SCREED INSTALLED .n,P r ASSUMED FINISHED � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE �„ �= C. ' ' z #3 & #4 LAP SPLICE GRADE 40 MIN. F77 T D FINISH GRADE 50 [GRADE 60 MIN. F 25" MIN. LAP [30" MIN. LAP] MONO OR STEMWALL 00 FOOTING MONO SHOWN FOR CLARITY ,, °O 6 MIL VAPOR BARRIER - I e• ° _ _ s - z CN #5 REINFORCING BAR R 1 7/8" - _ =1, NOTE: �` A *FOR BEARING WALL - I_I 1 1= r COMP. SOIL. (COMPACTED TO - III), W/ UPLIFT ONLY _ = 95% MODIFIED PROCTOR ASTM _5 M, r -1 11 - ! = D1557) m 4„ V-4„ a FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING SECTIONSEE TYP. WALL •- ADDITIONAL SLAB INFORMATION. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOIN I BLOCK WALL BEYOND — 14 O.H.D. RECESS x z _13" _y O.H.D. RECESS M � °. � I 4„ - • e. 4' Oo T : T SEE A/S3 OR J/S6 IJ_F FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 -` y I 1 1 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAP •:' INTERIOR ° -31 /2" E M CONCRETE NAILS W 1 1/2 J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB x C 00 CV TI 11 M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" E S3 REINFORCING_ •1 HOOK TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. , -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 ' WWF OR FIBERMESH SCALE:3/4"=V-0" \ S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM LU END OF 2" x PLATE U a. A. 5 W 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 x WWF OR FIBERMESH r, E .A p . — — �r�wi- -—. ��!��HRII1��� (2) #5 CONT. =11 . I I 11 1 F_ ON 3" CHAIRS 8" 1'-4" 8° (TYP.) #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR ---� 7 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " • „ -- CONNECTION INFO x A SEE PLAN FOR ' x TOP OF BEAM 14V & LAYOUT DESIGN A '. < N V SEE ROOF PLANFag c a'. ° c a r %� II (2) HTS20 FOR STRUCTURAL d L— - At ME. BEAM SIZE & _ CONNECTION INFO M ' 8 a 2x4 P.T. PLATE m6^ o.s.a. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g" z ATTACHED PER NAILING FOR REINF. INFO, OPTION #1 co W Z ° ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O,C. MASONRY WALL AND PAD FOOTING �-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTLLS TO END FILL E PAD d -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH T M A' w ¢ > o Z 0 > w W (n SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS CONT. FOOTING STEEL MAT REINFORCING. T ' ch ? c� z W d tL LI J 0 w W 00 = " cUn GRADE - a • I' -_!' =' I_ I I w (� i i 1 • =1 a -; III 14 F.1 r 0-0 FIN, FLR. IV DATION TAPERE D COLUMN FRAMING I -III III =1 -I ! FOOTING J =I III III II= BEYOND PAD REINFORCEMENT __a _I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 eV ca 0 IN e, vl Cl- , •_y:::N ,cc a'n a, G :5 CID C Y� Ewa L CD _• � as c o N CL .C! e o U �,RO., �. t •• *i �� �:i©' • OFq.� ISN L, • ; •W� �•A ��F6.SS10NA�\���,,` 1111"1000v 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 f0 C N � I» M 0 � V L W lL JLL W a 103Z c� a x _ v =,.- 5� NaCj mw Z 47 M zLLLL J ILW 0 N U g N zO W :z "' Z � co z B am N ch c/� z 0 o � LLJ ,U a m O W s N c U g 1— ® L1J J ts z� =�d Q co Cl) i1 Z z G U_ � zo >p z ® a Q z ❑a I' ni Q5' 5— °< 00U gZ Z o E Nww d' _l W • n, � C ZZ� OY U g mo OLL Z z u3 a d Z WU as =w Mj Oto < >I2 a °U za Si J �C) 'M O N M CO r O r T Q Ca. T (n � N mLID O � .[� N O 0 O Ln N Q r ui C`V M o Z ca Z E O N cc 0- E o a3 U � Q p JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. S3 (MONO) . , 1, L _I. [—IT 11 11,11, J_ Il I I I I r 1pi F y,' ' "1 J hull QI (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d t�jEXTERIOR POINT w/ (3)12d DRYWALL NAILS TONEAILS SPACED MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY FACE OF BLOCK WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL (2) 2x HEADER WALL CLEAN -OUT rA PER PLAN SCALE: N.T.S. S4 VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -OUT (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED 7 DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT / 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 ,i+ , + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW .� 7 5/81, 8" 7 5/81, 8" 7 5/8" 8" 1/2" EXTERIOR GRADE SHEATHING —J - 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 wil NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL ■�li�!�i .liil�l�l�l�!��I�■ imm��I' —MLM .. _ OF -I!so In!I-I' ■■ill ICI■■ ■■!II lid■■ Milli ���■■ NOTES: O 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL \ \ LL � W FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .:; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAILI SCALE: N.T.S. a a SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF p�Npo� �N 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 11 11 " " 11 / . x J-BOLT AT 6-3/4", 1-3/4 , 71 ,AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a iARAGE IOOR --- 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) (3) 1 (2) (2) (1) LSTA30 T -16' (3) 4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • 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. Op00 SIMPSON HTT4 TYP. F��NG U 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD v ? a 2x TOP PLATE/V U)2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P,T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48. SPLICE STAGGERED N. 10d @ 8" O/C ATTACH ALL - EXTERIOR STUDS W/ 4 16d TOENAILS TO YOP 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 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL `NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECES/ SP4 SP4 LINTEL SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" :'OXIED A.T.R. I&NUT OXIED A.T.R. I & NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE r 2X BLOCKING I 1 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. -MASONRY WALL Ql,_/� STAGGERED A 10d NAILS @ 4 10d NAILS @ 6" O.C. 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES o WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD o o S4 o L B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRYo • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06,24.22 SCALE: N.T.S. S4 N N N C: 00 _ 0 — V G7 0 ,,, L C3 —h C cC-;, c� ... o U- ram. N . R = w- d Q !-d W S E e d U � � o 2 to C 4:e�\����111itE1l11011,1 P' • �2 N 0:_ CEO s OF W " i 5 � r� �$ W/111111000`1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � ♦ N lfpi V 'CO (a A� to M 0 , LL Q C J 2 u W �WU_ S a _Z mca' o- r �o �. t e C ( WA 2m w Z-NZar_ N Cl)' V OU 0 z W 0 R z N � z z Q _ a. N N z v1, 0 o T ,,, W Q A U O w 8 = N tV) V c I o M M = gz z Q O E EO a° z0 H l 1 X O U �< ova S grr Z O E O � N i '}d0 z rz wz ¢� w ro � � z �y ° 0 '0� z to -J aro �z $� WLL z �W W �LL 3 J � z� a is �3 J �O 'M O 'Cr �o � M Co ,— O T� TT < Cr N m a..r Ln �... 4-d r*-- I\ .0 N C)O N LID N Q ; r E z N ^ z E O g ?3 ccz a o U � Q p J JOB NO : 22-08302 SCALE : AS NOTED SHEET NO. S4 r IR 11W FW! CI! j1j1' SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-? (2) 16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL �\N 45•t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od 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 CDX PLYWOOD 7HE ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS T OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END "k EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-l" OR \\ 2x FRAME WALL (SEE WALL SHORTER) �� SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2 CDX PLYWOOD OR 7/16 @ 48" O/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS \ 2 x6 P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2X4 TE ON TOP 0d PANEL BLOCKING, WEEP SCREED THE FIRST 4 ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C () 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO " MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 1Odx1 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. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M X-BRACING, AND TOP r " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 11 (2) 16d NAILS WOOD TRUSSES `� 00 � 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d40� NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE • (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" D►A. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5, 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2)16d PER JOINT .,,,........,.,., .,., ........,......... °...... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL('10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12' O.C. FIELD JACK TRUSS SEE PLAN FOR 2x4 "T" ON TOP OF PANEL_/ BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION g - SCALE: N.T.S. S5 \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL x @ SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -% I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"xl 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. a@ NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 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" 010" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) BLE TRUSS STUDS @ 16" O.C. SIMPSON SP2 w/ (12) 10d NAILS AT EACH SCALE: 3/4"=1'-0" STUD SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK 11'-0" MAX. 0 oc CORNER JACK Y a U w z 0 U HIP FRAMING REFERENCE PLAN Ll ��IIIINS I Ll P4 INS 00 9 g 1111111111,1. PAP NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGZBAYS BOT THAT MY BE REQUIRED TOM CHORD GABLE END BRACING 2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. o C SCISSOR TRUSS 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) DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION CV cu 0 CV e ®o � W C' t h M C7 Vf N ![ y N Y 3= �C`-� N V � d 3 w e CU c E a 0 1t; fit, �iilllllf�, lRow °c, 6 'VG C • WG OF Q•i F L O '• To the best of the Engineers knowledge, information and belief, the stnuctural plans and spedfications 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. W W 0vE cc Lo 0 F 'o a r— � LL N In y .4 C J LL-W 0 a- a = t0c m O1 S o W�°'°' m V7 04 c) z Q J ZCIA OU U W CD a) :z: — z g z o s J a �/� N .+ ! z .5 � 4 N 0-0Y Ill $ N c N W aL U Q � S o W M Oi _ = g E wo g Z>Z� 6 2[Q E OV COo O� ?® oa Up t...- ro E xU a ,° 7o z CD m4Z CY U mp oLL = z N N 101. ¢w t�i N 3 ca 3 a_ Og °� 30 a Nw W U3 ' NW _~ =� o m' >i � wt is a °3 120 C) J > CM O tM m c� co Co r O T r V / co CN LO O N C) C O L0 CN Q 04 r ai W N C M �; r o z Z c E O E a' m f60 d U J Qto J JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. S5 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). STRINGER MUST MAKE F CONTACT WITH LANDING FLOOR JOIST SIMPSON A35 OR LSC EACH STRINGER 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL 1 3/4 x 11 2x6 SYP rzzl i VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC11— _N I I I I i INTO STRINGER H D 2x8 BLOCKING FOR STRAP L4x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO }I I} F 2x8 SECTION VIEW "A" SYP 2x8 SYP 2x8 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS B-� `- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ x 1 1/2" NAILS) / STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER al, -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 t" TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/T" X \ NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. / / 1x4 GLUED AND NAILED TO STRINGER /// 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G-1y TOP OF STRINGER r•IN STRINGERS R IS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 wJ NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLUE(4) 10x 1 1/2" W/ SIMPSON H3 — AT STRINGER CONTACT POINTS \ NAILS) SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED 'PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING —2x SYP CUT TO FIT BEARS IN WALL - ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON 3/4 PLYWOOD ON DECK AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED --\ i NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" 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 L4/GLUED AND NAILED TO STRINGER — , FOR DRYWALL SPACING SECTION VIEW "E" E SECTION VIEW SCALE: " = 1'-0" SCALE: 1" = V-0" 3/4 PLYWC ON DECK ---2x8 SYP AND NAI FRAMI N( 2x4 DRAFT STOP 2x4 BLOCKI C --� NOTE: 2x8 DRYWALL STOP NOTSHOWN SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 j4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" 44 F SECTION VIEW SCALE: " = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING L POST LET INTO 'LOCK I DE KING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND > TOP PLATE 4TO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B CKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 2X BLOC NG 3 RR R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" N N O N 00 c) Z r i a. = toC.> is -- co = u a y ca Ea z Q ++ N `2 Z a io � •ao sa c c y d w o _ �Of`•E SS1t?ty 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. A�IIIgW W `TE 1 0 .00 `� # Q C -, LL W U_ LL d J a' 13(' w = 13 smw o YW M AlF.- O 2 UO3 T m Z NZ d J M 0 IL N Z OU N W E, I' Z c J ri In N X LU C) W � p U 0 w o V) C N M U 8 ® LLl J 8 I z� _ .LC IN 1 U c d ¢ U 0 � 0 S� M C7 0 z � E zffi ��P �� >� ;Z kz �® ❑a 'T 6 XO �U pU ra Z19 O E a °a az Wf ±V i (O ao z U Nm m U Z ZYo� (� Q% J e QW g (N F O� Z OU N �� a LW W � Mr c� z <Q =3 WO }o a iIa o 3 E� J >M O qt rn B 0 M CO r- O Cr o co L0 N O O LO N Q CN r E N ' M N n z z E O r_ a -0 E v a3 U _ Q p c JOB NO : 22-08302 SCALE : AS NOTED SHEET NO. ST J_ 1 I', Ir j i i I I till I I I I I - ,'� 1 'III I ` II I I' II rip 1<I71 R 1� I' 7 3 -o w A 0 5L n N t� B 0 0 J O I 12 fN .B.QQ 3 a N i E H C J S C v a z 0 i c 0 tz: N 0 a 0 N n 0 d 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFERNACCEPTABLE t MAX.Mom, INSTALLTION P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. ;, 8 DO NOT DO THIS PROPER INSTALLATION ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.0 APPROVAL FOR CONN. �i:; APPROVAL FOR CONN.i= �' 1 X 4 1x4 P.T. „ /, lx4 FURRING #5 REBAR (TYP,) -- 3/4" PLYWOOD DECKING GLUED — ATTACHED WALL X BOTTOM PLATE W/ d @ SHEATHING TO 3/16 0 X 3 LONG / FURRING " 3-1/4" LONG X 3116" 0 '% FURRING ' ' (2) ROWS 3/16 x 3-1/2 #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED , TAPCONS TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" (Np) ` ' I 1x8 P.T. FROM EACH END w! MIN. 1X8BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH „ „ 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3 DETAIL 90° HOOK (TYP.) STD. 90^ ` t�;� 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTHCELLHOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB DOOR JAMB REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 TE: t[B EACH END W/ MIN TO PRODUCT DOOR JAMB (REFERFDL P SHEATHING TO TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. %" "i 2x8 P.T. w/ (2) ROWS 3/16° ' ;APPROVAL ' ` !,ii FOR CONN. '7" ,7' 2 ROWS 3/16" x 3-1/2° x 3-1/2" TAPCON @ 16"1x4IST O TYPICAL O.C. & 4" FROM EACHFURRINTAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ : 2x8 P.T. ATTACH SECOND PLY w/ + " NOTC @ FIRST COURSE ' -2 MPSON HGAMIOKTA 12" O.C. @ w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` =' _ = 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 t5^ FIRST 2 COURSES ` = TITEN INTO K.O. BLOCK — BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc CELL PER j SCALE: N.T.S. FILLED ON PLAN FILLED CELL INSTALLATION KH"� RETROFIT FOR MISSING EMBEDDED STRAP SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0 8 SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOTE 1 BELOW 01 1/2" DRYWALL — * SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS I 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 A. 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE ALUM DRIP EDGE BLKG. INSIDE TO ALLOW FOR INSULATION BRACE(S) 2 x 8 BRACE//T 7/16" OSB TO BE INSTALLED ARCH PANEL CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 OR CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. •. •:' .:• ..: . FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL SS NAIL w/ 5/16" HEAD F CHANNEL, DIA. @ 24" O.C. OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT ;. INSTALL WDW. SCREW ANCHOR--" 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) 4 MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS 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 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL � 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SN. SCALE: N.T.S. 12 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-011 5'-011 SS 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 2x6 #2 SYP @ O.C. PLAN - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK �� SECTION WITH 1/4 x 31/4 TAPCON (1 1/4 MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE . • ' yD B-g EMBEDMENT INTO PER NAILING SCHEDULE ALL - -- - -- - - -- _.___... __. _..__. _ • s /4" MAX .) 2-0 8 SIMPSON STRUCTURAL SOFFIT • ►. #5 R �. ► . . 1-0 • P. + CENTERED W/ 2 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS �+ SFO1 p ° , 1 X 4 FURRING BLKG. &BUCK H2.5Aw/ 10 2X6 TO 2X4 ( ) SCALE: 3/4" = 1'-O" (**) FOR ALUMINUM SOFFITS WITH SPANS • ► • • ° ' • � '� IN TOP b 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER KNOCKOUT / c� 8d NAILS @ 8" O.C. AT BUCK THE SOFFIT FL PA INSTALLATION CRITERIA :; ° CHAIR BLOCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2xDETAILS.*- REFER TO THE PRODUCT APPROVAL FOR INSTALLATION D ' MONO FOOTING E B PROVIDE 2 x 8 DIAG. BRACE PROVIDE 2 MIN. () CONT. / CO W 3 .f► •'►• VERT. BRACES WHEN HGT. OF --�— TAPCON AT EA. SIDE 12d NAILS ' SIZE AND REINF. PER PLAN - BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL :► .. ° ► 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT a z TO BE INSTALLED 4'-0" MAX SEE PLAN ? TRUSS AS SHOWN FOR O.H. UP TO 2'-6" x OVFRN ° BUILT UP PLWD. BUCK- * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. q •: • STANDARD o (NOTCH) BACKSIDO E 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + G�F/VOTy _ (2)10d NAILS @ 8" O.C. #5 BAR IN 90 HOOK TSCRIBE FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4% WOOD + TO TRUSS TOP CHORD + FILLED CELL - o - - � • � • • 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 + + • , • .: . . b. . ., .: ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING .► , , , , , THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + �; �• �, s• �, �• �, �, �• ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K DESIGNED ONLY FOR THE SECTION ENTRY L + BLOCKING AS STEMWALL FOOTING SIZE AND B-B SCALE: N.T.S. SS INSTALLATION OF SHINGLE „ _ SCALE: 3/4 -1-0 TRUSS + + REQUIRED TO REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP ... SCALE: 3/4" =1'-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 L' � 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 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 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SEE ELEVATION MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE 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") 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 EXTENSION M } #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SCALE: 3/4" = V-0" CD SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP 2 u- 'U NON SHRINK GROUT. 1 SEE SHEET D2 AND SIMPSON HTT4 w! (18)10d x THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ';; : o e ' P , 0 a c� A REINFORCING AS FOLLOWS: N FOR a 1 SEALANT F MORTAR IN BED JOINT. DO NOT FURROW. PLACE LOWER HALF 0? o e p 1/2" NAILS TO STUDS & (1) - MOREFLOOINFO 5/8 DIA. ALL THREAD ROD U_ g * PRESS PANEL REINFORCING INTO PLACE. `` 6" MIN. LAP SPLICE W! o' EPDXIED w/ SIMPSON "SET" 1 #5x6' EMBEDDED INTO U z EXISTING FOOTING * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & a - (2) #5x6' IN CONC. SMOOTH. DO NO FURROW. v ° 3" MIN. EDGE DISTANCE Lo FILLED CELL N e DRILL 3/4 x5 MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. ' SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p e ,^; O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° „ ip Cl) 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. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 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 t) 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. 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. �`'0 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 cv a 3 W O c m v -o m ac o. o 3 w c � 3 � 3 �. cc CD -0 =d=c fR C C �o a� 0 3 N SE CIA N° 4 0 R�09 ,., •,. r'''i„�OFFSSIONPN\ �ryllJ/l!I I Ik��11��E0 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. g cnS 0 o CO N cow 4, � CIInn� J 225s 9Jk LL C J 5 Li LL S Z 0 _j W d —vim a x W _0 ' 1tlNz O1 m Z ILW w LO NZ d ZN O U � W 0 ❑❑ z a Q v m Q) U o a--+ r V g )C N I /v�I 0 1 COV% 'LJJ � e r s U c � 0 S' S CD o co �W M i o z LJL E Wo 7� z O F`Ofu R� _00 ° O E N �< a� �o D X� rcw � m0 • t0 CO C z Y U O Z Oz Z (� v J Nm ° QW z VJ a o W o� LL U a N W w c� co a J E ID >M rn �a co (0 r C:) f T' � � Y r m LO 04 N LO N n ui ' M C`V � o Z z r E QC EB - ci JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. SS 49 W i a N A I I I I I CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VV/ L.- 1 Vu `Lv Lr1\,I 1 r "U'.]V VV LL7 1 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 .k TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - 1 A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. r DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z 0 w J W W w SCALE: N.T.S. WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN --- 4" PORCH SLAB SEE FOUNDATION PLAN 1'4' EXTEND SLAB 1 1/2" T(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" R DE N Z ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED ' I MASONRY KN COURSES w/ W/ (1) #5 CON T ASONRY ABOVE MASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5- . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSEAk FOR BASE SIZE (3) #5's EA. WAY- - - 8" SLAB PORCH SLAB SEE Ak LEVEL FOUNDATION PLAN (2) #5's CONT T&B w/ z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" T MIN 3" x 3" WEEP HOLE SECTION FOR -- ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" 1.., TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" - - 8" SLAB PORCH SLAB SEE Ak LEVEL FOUNDATION PLAN (2) #5's CONT T&B w/ z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" T MIN 3" x 3" WEEP HOLE SECTION FOR -- ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" 1.., TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" A -A ALTERNATE BLOCKING SIMPSON LSTA18 _ w/(12) 10d NAILS — CENTERED AT SIMPSON HUC410w/(14) 16d INTO HEADER & — L.SEE PLAN I. I FOR CANT. DETAIL @INTERIOR BEARING SPLIT TO TIE BEAMS TOGETHER I (6) 10dINTO BEAM -SEE ROOF PLAN FOR MORE T_ 3 INFO I SCALE: N.T.S. WOOD TRUSS SEE FLOOR PLAN FOR I TYP. WOOD TRUSS BLOCKING DETAIL A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS SEE FLOOR PLAN FOR COLUMN SIZE COLUMN SIZE & BASE CONNECTION INFO le 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. STANDARD HEEL HEIGHT SCALE: N.T.S. &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SCHEDULE/PLAN SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SC EDULE/PLANM PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" - 4,� (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" - WHEN DEPTH _- EXCEEDS 30" GRADE z 1'-4" PORCH SILL �15 SCALE: N.T.S. SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL j IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2 JE zPORCH SLAB SEg NFOUNDATION PLAw WZ 2 #5 s CONT. T()w/ #3 STIRRUPS 4'-0" WHEN DEPEXCEEDS 3LOWER OR GARAGE SLAB 1, SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"� SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 wl (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OF�EA SEE PLAN FOR CANT. IF INDICATED CORNER [�_ SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT 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" = V-0" Y2" CDX PLYWOOD OR %6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SCALE: N.T.S. BM. SPLICE OVER CENTER OF POST qL SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. ° ° MIDDLE GARAGE OR LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. — MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ -�� 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2, J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT 4. e ° d. ` ° MAIN HOUSE a ° °. SLAB L. a ,, A. (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT a 4'-0" WHEN DEPTH EXCEEDS 30" e : .Q I ° Bi 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. :v C2 d- E:5cn n C-a c A C.-: - n a x Ra w a cv . w a-ccO: N X : 32 _ -CE a 3 � m ar fj W H a.= s o S- 0 w ",\`\`�\ a?,01W �v ' �GF' ro - U �AO OOP W .� •• ..•� ��1rr.�OFESSIONP\� sr���'!1!!ttttd 1 ljk1 `o, Ta the beat 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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E (0 '12 '4. 0) M a # LL a �LLLL a Z c- a 4 z C W f o W OILWOjO' m w Z N '� z a J ZN OU 0 co z N U) z M V) z aC1 (Uz - 0 D [n LL 0 � p 0 LU N 8 � w = r s U � Q c i14 ¢5& N oo w o � J i ¢ E E 9 U �� wo za� �Z .= WZ N w0 +N i ao mg o Z C oLL in <• �Z o U h Q I NW v 3 EEg s� W dJ CDwa a3: to v.. 0 03 0 CD J co 0 rn B T L_ M CO ,- O �• T �1 Cr ^Tt W LO ~ O � C11 0 o Ln N <C r ui N o E CM y n z Z E B 19 C C a ci JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. D 1 (MONO) I R I I I 1 11 11 _ 1. _ 'I I _ 1 n , _ � IIII AID n�,l If nlllf -fa I (2)- 12d —GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL EXT. SHEATHING Q BELOW AND ALT. FLUSH W/ TOP BLOCKING INFO SEE FOR 2 OF MASONRY & 8d G) BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB FLOOR DETAILS + 2x STUDS © ADHESIVE TO 2x4 CONTACT 7T ° SURFACE Qq 2x4 #2 BLOCKING F11 NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FLOOR SYSTEM FRAMING PLAN FOR I -JOIST AT 48" O.C. SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS .. .. • CORRECT BLOCKING w/ (3) 12d EA. END — — — — — — — — — — — — — - • • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. 1/2" GYP. BOARD OR BLOCKING (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED - SHEATHING (MIN. 7/16") JOIST SEE PLAN ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) Sd NAILS @ 3" O.C.WALL SHEATHING (2) 12d TOE NAILS TOP SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" SCALE: N.T.S. GABLE END RIM JOIST O.C. (MAX) AND @ EACH SEE SS FOR RETROFIT SEE R/S6 FOR END WALL UNDER CONNECTION IF MSTAM36 CONNECTION INFO TO CORNERS SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL E - 10d TOE NAILS EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED BO P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS TO STUDS ABOVE & (11)10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS HEADER/ STUDS (2) 2x HEADER SEE PLAN C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER LJn (2) 2x HEADER F G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN J OE 5/8 A.B. @ 24 O.C. AND 6 MIN (3) 2x #2 SPF STUDS @ FROM END OF HEADER SEE FOR EXTERIOR HEADERS EACH END W/ 7" EMBEDMENT. IF REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. AT STEP DOWN LOCATION, MIN 7 OPENING LARGER THAN 4 ft (2) 2x L SPFEMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) E PLATE 10d x 1 1/2" EACH SIDE T. 2x CRIPPLES @ 16" O.C. PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF C '� H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP FEET BUT NOT EXCEEDING 6 FEET, • 7(2)1- 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS j PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. AND MULTIPLE STUD PACKS j B j G INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER 2 x 4 #2 SPF STUDS NAILING SCHEDULE AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS 2x SILL PLATE W/ (2) 12dTOENAILS. FLOOR TRUSS/ I -JOIST SEE PLAN EE F TYP FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SIMPSON MSTAM36 W/ (7) 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING o.°o. I i, IL`u o•°a• o.°o 16"1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE r5 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 (d 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 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. HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT 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 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 SIDE U.N.O. ON PLAN — 2X CONT TYPIC, WALL (2) SIMPSON MS (7) 10d NAILS & 1/4" TITENS 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. L (2) - 2x SPF TOP PLATE GIRDER/COL. CONN. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM I I.V Y I"" ILl"OCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I I NAILING AREA (TYP.) I �(2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS ---------------- FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ I;I MIN. 6" EMBEDMENT (1) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" 10d NAILS BENT OVER TOP 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 MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. � II 2xCONT. T&B SEE FOUNDATION PLAN FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK 2 STORY COL. @ GIRDER STUDS BELOW SCALE: N.T.S. 2x4 STUDS PER PLAN • DOUBLE 2x4 TOP PLATE • 2 WS10d@ 3 O/ A xTF N • �r�482x�ro TOP SPLICE Miy A (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE -j "PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (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. PROVIDE 2x4 ON —/ TOP OF 2x8 TO 5' BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL 11 SCALE: N.T.S. rI c c cam. txs a �•-� 3 W "y ,. a SS 4 N - 3 m m t! c9 3o U LU :� s �• /, '••. o . OFESSIO /IIIIIII To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n W �E ol oo1N oo FA � 14 _0� C14 0 W i�7� 1 rg- it JLL (13 W � LLrn a �xt 8 M cp 0) Cc Z 04 N Z Q J Z N W o0 CD z N z z o (D v J U) tit z -9 o u- (� 1L W v o a D 0 c 8 V) N _ d V/03 U ® w .2 s z� U c Q Ip o Cl) w Z f L—'l. Qccr Q o wo i Z® oa Up Z (Q� ~C1 >= g �� z �z a Z ro � wa <z wJ mo To C .y U ym Z oz Z J N 3 r� 0¢ aw zZ Z ao W a wo IW LL J C) w $ o �t a� c�3 =O 0 = J O N co CO ,— O � T Q V T a. U) m CN Ln O � N O o Lid N Q C'4 T ai E 04 c Z EO W E m a 0 _j a o _ JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. D 2 �usurt seunr rug: ��.� i n i 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER ✓E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) /0 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER NO SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING -� \ 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED L- SELF -ADHERED FLASHING FLASHING Q SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Pinstructions in each detail that corresponds to the numbered items in the list o below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1l2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'-4" PFR PI AN SHOWER SEAT SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER FF WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as 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 fesistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER water within the Wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y P g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. - 7 2 man -Il 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 �Li other a roved water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied MAP PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A PP PP g P pp 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. 1J R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW PP g g PP (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ��0 RELEASE E PAPER FOLDING, SCORE EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade INS or greater for proper joint expansion and EXTEND 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 VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. ' INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. :LF-ADHERED FLASHING rTCH iHERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I / WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER II I I 3-1/2" INCH FLANGE III THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS [«t=XX-�S,5 TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N N t-- V d G W C:) Q a o u a� = l6 U N N .0 N L 2 � c � 3 � m CID d � o . c� w c o := e O s. 0 N O N ti N ti O 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, 1-o E co 8 Lo 0 Go 2 CO Go 91 0 A 212 R 0 a ur 6 M o LL L_ LL W o -v a Z m c � O 7 r0 CV _ o Z Z °� °i m w 0 LO d Z N OU 00 W ❑ ❑ Z env cn Z & I Z �o Q V a U) un - N z Z 0 � � N p a OI(U w IN c �Nrn = .3 w ~ - E I Y �ZM M � 0 Z ry E zo 62 6°® Z>O� a o E: U �, 1,0 Z _ oa �_� E U a� 00 Z o� N �gwz =d O"2U2 o Z CjZ JC 8.-�z aZ Z1 K W _�W g 0Z !;2 w' 0 >O z'd a� OUP f2 J > M to to 0 i� CM (0 ,- O Cr V/ m Y/ O CV O O CV Q r ui 4 CV)N N r o Z W Z E E y t`o c c a E v a; JOB NO : 22-08302 SCALE : AS NOTED SHEET NO. WP1 II! `1 111-rIwo I'm RRrso IIr1r II 1 I I I III 1 II 1 HURR/CANE Mounting Brlacklats (10 Ga gvii, 4112a x 41 /2' x 2-12" $ick Cross Support ' Wity be cut to W) See Ammo Scheliule Baits 1/Y13fa A325 GaivRIO r (16Crauge) V strews 10-5/8" A/C unit 8' "om Edge Hurricane Strap (Typical: 3 in front) iNMhers Front Crass Support Self -Lacking Nuts (May be Cut to W ) Lett Bradtet (16 Gauge) 014 SeK-Driling strews Thru Bracken a Back Cross Support Into A/C Unit bottom Side (rypicail 3 each itde for hurricane use) i 1 Spina �i,.l�aMralal�atoilu1b uecwetarra+sat�sp;m�ttJa-, l with rh litr Aw Row, Re+it ed "AA"I.D-" "t�-LWailfNe YpoO saytlOt Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa 1 d 1 12/182021 fiek gDg1Yg M 2" Drs paraea am M21 Version WArvdwAum consul endrar& Lloseep Validated at Validated submitted FISCAmroval Aggpygg ✓�- A7Rmatba 2020 Smart Vent Products, Inc. MMaN GraM1am Harps F, Naerd P.E Loss* SwoonP.E. 12N A12020 12162(120 1228/2020 Approved Caug011n em"I"el Canpalenb (877) 441-8368 PE-73770 (33y 3001800 "Or4gorr.. Rdr oets Introduced.. ReWhd InfollismerMantean Nw T*chnokgy Canpilen- Mdhet Ev Iusson Report tam e Floods Registered Archhesi we Ucensad FloWa Professional En lrHd goal ►rodus Year. ar.neaa was. godyst,OncFicffigg Quality Assurance Aeorokadfa Uae AOXOYW IO.HVKZ outside for Use HIM lrmw ti!>mtrad pedw la.Mi81n 1 SmdVeMMode1#1S40610 Dual Func#m FI-deed Vemraaon Vsrd Iminom Yes Yes Nkk ♦1001.100 2 Smariventmoda1411540511 Duel Functm Flood and Vassal -Vann im12023 Yes Yea NM +100700 3 SmmrlVad Model#1540.520 In In We tlFlood Vent 121d12➢23 Yes Yas NM •1101-1DO 4 SmartVam Mods: 41540.521 Flood Vent I2J312023 Yes Yes NIA ♦100A100 5 SmartVard Mods #1540$24 168qucx;Garage Door Flood Vain 121311M23 Yes Yes NIA WA 6 SMKVad Model SM540570 Wood Wall Insulated Food Vent I2012023 Yes Yes NIA .100F100 7 91mriVan Mode0574 l a154 14.511.quou Garage Door Flood Vent IMi2023 Yee We NIA WA Florida Department of Business & Professional Regulation F.g.i awl Building Codes and Standards 11141=1 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Plas 2 a14 1)251m22 20 DIM lase Vve�on Manufacturer contact Enafinear& License Vauder"d au Validated Stairs bad FBCC Approval Approved status Revision 2020 T erne-Tru Corporation sol"Jasperson Lyndon F. Schmidt RE Ryan L King P.E. 04n512<l21 121312020 042112021 OSc052021 Approved Category. Exterior Doors (81DO) 843-7826 PE434M (813) 7675555 auloCategorY: Swinging Exterior Door Assembles yasperaorr®1-Trod..co Compeanco Metliotl: EwluaBon Report from a m1 Florida Registered Architect or a Licensed Florida FLIAMA04M Professional EngYser F4, , RDtluc! Model- Number or Nam fQu ggg(g g Camract IWAssurance Fimlrsean Hate Aaaro1A1dicrUse Aggdovadforuas l il= outdo NyHZ 1nwwm Resialaot Pesii6 � 1 a. TherrttsTru Fiber-CtasYc and Smooth -Star Nominal 88#39;8 8quotlmpect" Opaque 12/31/2022 No Yee Yee WA Composite Edge Fiberglass Si -ale Odor (InwAnglouhlwep; X oorMgunation) 2 b. Thermsc-Tnu Floar-Gasslc and Smooth -Star Nomina188JC39;8 &qu0t;I pact" Opaque 12131r2= No Yes Yes WA Composite Edge Fiberglass Stale Door with Sidelte(s) (Insnirg/OubW na; XO, OXa OXO con gurations) 3 c Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&M,,88quotlmpacffigtwt Opaque I2f31r= No Yee Yea WA Composite Edge Fiberglass Double Door Win or without sidelites Qravwin910unwirg; Xx a OXXO contiguretlona) 4 d. ThemmsTru Fiber -Classic And Smooth -Star Nominal 88ti39;O 8quotlmpect" Opaque 1213112022 No Yee Yes WA Composite Edge Fiberglass Single Door (ImoWngiOutswtg; X lxxdguropor) 5 a. Them r sTru Fiber{iaasfc and Smooth -Star Nominot 8BJf39,0 S.quotlnpact%quot Opaque 1213V2022 No Yee Yes WA CompoeRe Edga Fberglass Single Door vAh 5delte(s) (InaWraA0uhwArg; XO, OX or OXO conflgurallons) 8 f The ne-Tru Flbar-Clauelc and Smo nth -Star Nominal S&pi9;0 "lnpact" Opaque lmlt 22 No Yee Yea WA Composite Edge Flberglase Double Door path or y4thout SaelSes (IrmwnglOulawing; XX or OXXO configurations) 7 g. Themee-Too Fiber-CasYc and Smooth -Star Nominal 683M,,8 8quotiml actSquot Glazed 12/3 r= No Yee Yee WA Composite Edge Fiberglass Stale Door (I.-ingrouh sig; X confmguratim) a h. Thermo-Tru Fiber-Clesslc and Smooth -Saar Nominal S&M.8 Squotrnlpect8quat Glad 12/312022 Na Yes Yes WA Composite Edge Fiberglass Single Door with Sidelbe(s) (Insowne/Outsving; XD, OXor OXO configurations) 9 1. Therms-Tru Fiber -Classic and Smooth -Mar Nominal SSA ,$ "nmipad" Glazed 12612022 No Yes Yee WA Composite Edge Fiberglass Double Door Wth or vothout Sidelites On aeo gfOutwang: X(or OXXO configurations) 10 ). Therma-Tru Fipar-Classic and Smoom-Star Nominal 61#39;0 "im"GISquot Glazed 12131r20'12 No Yee Yes WA Composite Edge Fiberglass Stale Door (Im"I" Out4whg; X mrraguntion) 11 k. Thermro TW Fiber -Classic and Smooth -gar Nominal 884,39"O Squotimpaet%quot Glazed 12131/= NO Yes Yes WA Composite Edge Fiberglass Single Door with Siddee(s) amonirg0utawin9; XO, OXa OXO con figuratons) 12 L Thermo-Tru Fiber-Clessle And Smooth -Still Nominal 880391,0 &quctimpacMqust Glazed IWlf 022 No Yee Yes WA Composite Edge Fiberglass Double Door with or waltout Sidelitss 0nv%nWOutswira; XX a OXXO configurations) 13 In. Thermos-% Flbei-Clesslo and Smooth -Star Nominal 6&#W ,,8 "impacAquot Glazed Molded lml/2f22 No Yes Yes WA Open Composite Edge Fiberglass Single Door on) 14 n. Thrrmar.Tm -Cae Flberslc and Smooth -Mar rrlPad&ggot Gland Moltlstl Nominal 881M.8 Squotlmpact 1213112022 NO Yes Vas WA Open Composite Edge FlberglasleSingle Door with Glazed Molded Open Sidellee(s) (tneuA gfOutavdry; XO, OX a OXO configurations) 15 o. ThermsTru Haar-COa arc and Smooth -Star Nominal 61103e;8quotlnpactsgttot Glazed Molded 8 121312022 No Yss Yes WA Open Composite Edge FlOarglaes Double Door with a without Glazed Molded open Sideiiters finsWrts/0utswing; XXar OXXO configurations) IS p. The-Tru Fiber -Classic and SmoothSbr Nominal SU81gS &q tlmpact" Opaque 12131/2022 No yes Yes WA Composite Edge Fiberglass Single Door with Molded Open Sidetite(s) (IniNnng/Outeeing: XO, OX or OXO oonfgunrions) 17 q. Therma-Tnu Fiber{Jaadc And Smooth -Men Nominal.6',8 ilquotimpact8quofi Opaque 12/31r= No Yee Yee. WA Composite Edge Fibeglan Double Door Wth or without Glazed Molded Open Sidelites (InsWng0OutMsAra: XXorOXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 1Ri2021 yg� Pagtlal ➢&a B1da 1»9m no 110u YR�1 1Na01laFgulC contact Engines A License meted at Validated aubmxttd F&C Accifimal Approved gum RIMebn 2020 PGTlndusaWs Jena Ramu-eld Mer+Dade 9=0-CER Ml.+Dsda SCCO-VAL iIAIIA020 IOTA 020 11242020 Appravad Categoric Exterior Doors (941) 4800100 (786) 21M-2590 SubCda9o7• Sllde9 Edarla Door Assembles IroeeW@pg6ndutner.c. co pllarles Nahum Cermcegon Mar% a Wang e^ Quolav Assurance Amrend far Use Assigned for use t= 22M g� Radad YotlaL NI-6- IS rasa �Z R d t t P_ 9 BG06570(Lage""he Impact) Vhyl 86*9 L#an Doer 04M42021 Yes Yes Yes WA May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67,0/-67.0 psf 12/3112022 Therm aTru Fiber -Classic and Smooth -Star 0MPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332e1 - FL15332,5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (8X7) FL8248,3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-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 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16t2024 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 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePiank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Aiside 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. UNDERLAYMENT'S Tamko (for Shingle Roof} 151b Felt Underlayment FL12328 NIA 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 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Borai Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boras Tile Saxony 900 FL7849,16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679,1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITil11 Building Components Truss Plates FL1999.1 - FL1999.4 N1A 12/31/2024 -Alpine MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N(A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NiA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 1 i I I I I The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPUCANT SIGNATURE DA TE Florida Department of Business & Professional Regulation POO I of 3 Building Codes and Standards in812022 Product Approval Application Detail 9111111 Entity cor Onto pending versic;11 MIcomwt Snalather VAlldated By jaggysubmitted FSC Amcgrovell Agorwed Amu Revision 2020 Th.-T. on so&-iaeperson Lyndon F. Schmidt RE Ryan J. )ling P:E 07J33J= 07N212020 07/2912020 10,13f2020 Approved Category. Exterior Doors (800) 843-754 PE-43409 (813) 767-65M SubOstagory; S.ilging Exterior Door Assembles slacperson®themrmbu.co compliance MOM*d: Evaluation Report from a in Florida Registered Archted or a Licensed FlorMa Prdesslonal Engineer app-0 Product Model. Numberar Name Product Description dyllbn Aanumnr• CantractExpiration Aparevatl ter Use Aaaroyed Date In HVHZ far rise outside HVfQ Resistant Prestioum 1 a. Therms-Tru Fiber -Classic and Smooth -Sou Nominal 5119*88quotImpact8quo[ Opaque IW1r4w Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inswng)GLlswing; X configuration) 2 b, Therma-Tru Fiber -Classic and SmoothSts7 NominalUAW 9quodnopec4" Opaque 12131 Q= Yes Yes Yes WA Composite Edge Fiberglass Single Door with S clelte(s) OnrsWnglOutswing; XO, OX or OXO configuratons) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 881K99;8 Itgtaattmpad" Opaque 12/31t2022 Yes Yes Yea WA Composite Edge Fiberglass Double Doorutith in YAthout SIdelKes (IlmvdnglOUYwang; XX or OXXO confgurations) 4 d. Therms -TN Fiber-Ciasaic and Smooth -Star Nominal WAD 8quathnpact" Opaque 1213l= Yes Yes Yea WA Composite Edge Fiberglass Single Door (Insnitgloutswing; X configuration) 5 e. Themw-Tru Fiber-Cia.sx, and Smooth -Star Nominal 811413RO Squotlmpad&qudL Opaque 17/312022 Yes Yee Yee WA Ccmpoeee Edge Fiberglass Single I]Dar With Sidelte(s) Qrtsw rixtitewing; XO, OX or OXO configurations) 6 f. Therma-Tru FlberLUssiC and Smooth -Star Nominal 8 AM,01lquotsnpad8quot; Opaque IDS 1UZI= Yea Yes Yee WA Composer Edge Fiberglass Double Door Wth or without $kWh" (Irrewirg/Oubiamrsq; XX or =0 confguratic ns) 7 g. The1)hts-Tru Floer-Classio and Smooth -Star Nominal 6	B;S "lmpact" Glazed 12131 r2m Yes Yes Yes WA Composite Edgs Fiberglass Single Door answirglOubwing; Xconfigunation) 8 h. Therma-Tru Fiber -Classic and SmoorhStu Nominal 8&W. 8quctImpact&quat Glazed 12131 12022 Yee Yes Yes WA Composite Edge Fiberglass Single Door Yrdh SideBe(s) Qrev'ing/Oubwing; XO, OX or OXO configurations) 9 i, Therma-Tru Fitter -Claws and Smooth -Star Nominal WISQ;8 &gwtlmpact" Glazed 12131f102Z Yes Yes Yes WA Composite Edge Fiberglass Double Door Wth or whhouGStation (IrdeMn lOualuing; XX or OXXO configurations) 10 1. Theme-Tru Fiber-Cloeelc and Smoothaar Nominal 88#98;0 8quotlmpadt&quat Glazed 1213112022 Yee Yea Yee WA Composite Edge Fibeglass Single Door (Insvingloulawing; X eonfguhdon) 11 k. Therms-Tru Fber-Classic and Smooth -Star Nominal 8&939;0 "ImpatY" Glued 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wth adeae(s) (iran0r glOuts ing; XO, OX or OXO configurations) 12 I. Therms Tru Fibar-Classic and Smooth -Star Nominal 8'0 8quotlmpad8rquot Glazed i=lr 022 Yes Yes Yes WA Composite Edge Fiberglass Double Door % t or without Socialites (k aving/Outawing; XX or =0 configurations) 13 m. Thermo-Tru Flbse.Cjodi and Smash -Star Nominal GUM,11 "lmpacMquM Opaque 12131r= Yes Yes Yes WA Conn I Edge Flbrgiam Single Door with "Nan-lrrpeot&qudi r$..,(Wz) (Inawing/Outswina; XO, OX or OXo configurations) 14 n. Therma-Tru Hoar-Classlo and Srrsco# -Star Nominal 58rs S "lmprUBquefi Opaque 1213/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door watt 8quotNorr-lnpaq" Sidal(tss(Insuuirg/Otiswirg; OXXO oonfigumfion) 15 o. The ma-Tru Fber�Classic and Smooth -Star Nominal 8&M.Q squotlmpact" Opaque 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quptNon-Impad" Sbalite(s) 9mr6irgtOutawirrg; XO, OX or OXO configurations) 15 p.Theme-Tru Fl ber-Classic and Smooth -Star Nominal 8&#WO11cluotimpaMdquot; Opaque 121312022 Yes Yea Yea WA Composite Edge Fiberglass DOubia Door wall "Non-Irrpect8quot; Sldeltess(InswinglOuisning; OXXO configuration) 17 q. Therma-Tru Fiber -Classic and SmoothSber Nominal i 9#3$S "Non-Impmad&quat Opaque 121312072 Yes Yes No WA Comyeoalte Edge Fiberglass Single Door (Inswrg/0utsoft; X gonfguration) 18 r. Theme-Tru Fitter -Clot sioand Smooth -Star Nominal 811,11%,6 "Non-Impecti quot Opaque 12131r2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelte(s) onsW"Wutsaeng; XO, OX or OXO configurations) 19 a Tbermso Tru FLer-Classic and S aro Eitar Nominal 6WA;88qu1otNon-Impact8quat Opaque 12/ lr= Yes Yee. No WA W�rtgdwaltta, Edge Fiberglass Double Doer watt or o rg/OulssM g; XX or OXXO conngurabons) 20 t Therms-Tru Fiber -Classic and Smwth-Star Nominal 5&M.0 "Non-ImpaaBquct Opaque i mire022 Yes Yes No WA Composite Edge Fiberglass Single Door (insiang/Outemr a; X configura5on) 21 u. Themra-Tru Fiber -Classic and Smoot -Star Nominal S&#*D 9quetNon-ImpadBquot Opaque 12131Y2022 Yes Yes No WA Composite Edge Fibeglsm Single Door uMh Sidelle(s) OnoreinglOutswing: XO, OX a OXO mMlauraaons) 22 v. Theme-Tru Fiber-Classicand Snx odr%r Nominal 8'0 squotNar-Imlmd" Opaque 123V21 2 Yea Yes No WA Cbmpostte Edge Fiberglass Double Door Win or without Sidelkes (Inswing/Outomira: )Xa OXXO ounfgurations) 23 pat Theme -'Fri Fibef-Classic and Smooth -Star Nominal 8116#30.8"tibm- Irtpad"- Gazed 121312022 Yes Yes No WA Composite Edge Fiberglass Stale Door (InsWrg/Outsw'ig; X configuration) 24 x. Therms-Tru Fiber -Classic and SawthSrar Nominal 6UM..88quothl r InpadBquot Glazed 12/312022 Yes Yes No WA CompositeEdgeFitt1sWass� erg, Ow vAh SSide XO OX a OXO cofigurations) 25 y. Therm-Tru Fiber-Ctasslcand Smoofh,STar Nominal 5&4M;8"hlon-Imgaa&quoin Glazed 1213l)= Yes Yes No WA Composite Edge Fiberglass Double Door Win or without Sleelibe (Irmuwng(Outmving; XX or OXK0 configurations) 26 z. Thera-Tru Fiber.Classic and SmoeMSOzr Nominal SM39:0 &quetNorr.impoet8quot Gazed 121312022 Yes Yes No WA Composite Edge Fiberglass Single Door (lnsWrgfOutswrp; X oordigura cri) 27 za. Thama-Tru Fbar-Classic and Smooth -Star Nominal 8&#M;O 8quotNorrlrrrod" Gland 12131rem Yee Yea No WA Composite Edge Fiberglass Single Dan, with Sidelts(s) Qnsw ra/Mitwo rg; XO, OX or OXO conrgurations) 28 zb. Themm-Tru Fkwr-Classic and Smooth -Star Nominal 88#39:08quotNarlrrpeq&Wok Glared 12/312022 Yes Yes NO WA Composite Edge Fiberglass Double Door Wth or without Sidelites (lrrewing/Oubnndng; )(or OXXO configurations) Florida Department of Business & Professional Regulation Bidding Codes and Standards Product Approval Application Detail page 1 er2 115=1 2M Entity ma 291 costs pending $! 7)m )-1- limpausim 9101,211 End -,& License xddmam lbw illy FRCAmmaal A,,,Wd Elihla RNslen 2020 M Wnddva and Doors Brent Stinger Luis Roberto Losses Steven M Larch. PE loaar2D20 1W1112020 10n912020 12n52020 Appr..d Category: ExtenIX Dom 17171 3W-3300 PE-62514 (117) 317-04a4 awOaa9ory: SlidaO Exterior Door Assembles ..,,,®miwdmm Carnpla"ce *Mhod E Iucdlon Report tom a Florida Registered Amchbmi or. Licensed Florida Prdeseimn Engineer A Ffotlud rotlr. raanber alrnle PrsOLetlh D Quality Assurano fx .lti Jul Asaravedfa Uto mwwmfauo Ial�iZ outeM.KVIM a0P9n ti!ffiIw )gyp. 1 eER1E8420AtUMINUMSGD SERIES 420 ALUMINUM$Go OXO 12)312024 No Yes No WA 145-3NAqu0tz60&qud; NON -REINFORCED 2 SE RIES420ALUMINUMS130 SERIES 42CALUMINUMSGD OX XO.X( 12S2024 No Yea No WA 968qudp.808quat NON -REINFORCED 3 SERIES 420ALUMINUM 3GO REINFORCED SERIES 420ALUMINIJMSW REINFORCED OXO 12/312024 No Yes No WA 145.314&ouotx9 quo; 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM OGO REINFORCED OX IM112024 No Yee No WA XO, XX 966quot)981I 5 SERIES 42DALUWNUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 1201,2024 No Yes No WA 143M.M.968w.l. G" version Raueian 2020 Wryn a-Da4m, a dvldm of Overhead Door Corporation CYaeay: Extanor Doors Su6Catagory: sectional Exterler D-Asamdles Carphaeca Madrod: Evauatlm Rapist hen a Fields RialsterodArch�Nat a a Licensed Floods PrdecalonN Engineer -.. . Rodxt 11odAL Number or Kam 3 80001810020001105 10 8000r810011200 #1123 11 8000B10020001124 Florida Dspartmand of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 10=1 die ILK 20 2KA mig2lagm nits contact v, lerw a y SMWM FQC Ammvd ADWOV&d lid teeyna Kanlsh John E. Scales Jeffmy P, Ameson, P.9, 1 a/122020 09292020 10=020 121.82020 Approved (330)793-8121 PE-51737 (904)821-5200 dkdnlalo@wayne-dillal.c an Hsdutbesstltxlgn contract ration a IL.HvNZ Outdo[* MYN2 Rnlrwl $4ssura 984n: Me. rak1h. i stil M; Max tridrt. File leg 12131/2023 No Yea Yes +31.00F35.00 rvstable in tap a intermediate ndlon. 186A39: Max width, 146038: Max hoot. Gleans 12312023 No Yes Yes •30.0003.50 avaiaDN In tap a intemmoiste section. I61IM:: Max widh. I48#3a; Max height. Glazing 1213V2023 No Y. Yea .34.40F38.30 evalekte In top or intermediate section. Florida Department of Business & Professional Regulation Building Caries and Standards Product Approval Application Detail Paga l d l 1r=1 cat RNaY9C Slit an PlttPradeffm Do 1Yga Ywslw Illarruftecturar Married Eni-,&Ll-a WaNdMdIN y F9CAmrbwl A292M a" Rewalen 20M Crites ClHalm WARDS. tno. Tom Raiby UL LLC Troy Bishop. P.E. 12MO17M 12AIam 12/212020 APpro+ad Cie ssr. Exterior Done :6411494-2813 ((954) 947.O68a SidcatagoM Exterior DoorComponents to ialtrygeasseldw.e. Comm llarce Mdho& Castration Mark a Listing m OWav Acauremxa Acarmadfartin AMSovM fa Use yppagt pedw i•a8 P ddud raer rAmber er lbm. ft�6t n S Ig MVIO 12 HafdltaR 87sala 1 807, 707, 727, 747, 757.777, end 847 Single and Peta d Flom, r•leead. and Lowered single and pairs of 12131rz026 Yes Yee Yes WA Doss haler metal doers. Florida Department of Business & Professional Regulation Fags i ore Building Codes and Standards 1E1m21 Product Approval Application Detail coil. WVAV Data Salts Dabwrrmn Va" mm "A""' magfimiWLtc ! CmdoUL&LOM Validated Eli, YAW09 jillislijilgig FBQ Amervel hmen i Boa R"sien ZD20 MI Wndoas and Doors awl mesa American Architectural Seven M. Won. PE 11/172020 11 I T 020 11MV2020 Approved Cpoaw. ynndgws r71 r)3W33M M.nufactmers AssobehOn t7171317-8404 SubCdogory: Singis Hung betlngeramiwtl.com compilanNMelhod: Cantlloe/on Mark or usdhg UMMLAIrraWM A awed fa Ilse top eyed fa tit. koft 21= $tab Rand Yatltl. tsaibr a wme Produce -Catenation Caaad Emlraelen tare In.mmZ o4Adn HVHZ RHISMA treasure 2 105 SH 52x72 FNFlmga Frame IG)SG Single Hung 10/062023 No Yes No G(V40 larninatad Glee. Cn N -Cu � U 2 Q O 0 cu .� 0 � � /11 � ICU CU Cn O a O _C)O ^v+I W a O U_ Cn C (DL_ �CIO .-, 0_ -- -0 U) >� CV RV O (LV as ca CD Cn E'aillsassall ca CIO > O Lee. CLO U O L W C0 F- O LCU W Q CL) W z J Z a J SHEET NO. PA 1,0� Florida Department of Business & Professional Regulation P.g.ea9 Building Codes and Standards 1282022 Product Approval Application Detall 290 Elim or 21k 20 DataPendino 20 jams Version Mattifigigila Contact Enatnew A, License validated By Validated Submitted FOG Anomval Approved A aat R bion 20M ThermrTru Corporation Steve Ja.person Lyndon F. Sch idt P E Ryan J. King; P.E. 10A712021 0911812021 ioms2021 12M5r2(121 Approved Calagory: E%terior Doors (800) 849-7628 PE434 9 (813) 7874555 subCotwr,r Swdrging Barter Door Assemblies sjespersorrilitharmatru.co Compliance MeN rod: Evaluation Report from in Florida Registered Archaacl or a Licenaed Florida FLAWKI-Ay Professional Engineer Praat # .. _. OUBIAVASBUmnm Aaorotied for the &ggM dmr Use )Qjgil 11,11111 Product Model. Number or Name Product Description Contract Elrolration Dam MyHVf¢ Outside HVMZ Rsir t�re 1 s. Theme-Tru Fiber -Classic and Smooth-Smr Nominal Wd3$8 8quotNon-Inparxsprot Opaque 12131/2022 No Yes No WA CompoerteEdge Fiberglas Single Door (InswdngINWAng: X conf ouraticr) 2 b. Themla-Tru Flber-Classic and Smooth -Star Nominal 88N39:8 8quotNon-Impaclaquot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door V4M Sidelaa(s) QnlaWngfOuti nirg; XO, OX or OXO -Agu3 eTherms Tru Filer-Cleuicantl SmoodhZar Nharl 6d4139;8 &quakNon.lmlpad" Opaque 12J31/2022 No Yes Pb NlA Fiberglass Composite Edge Double Door %0 or Wthout Sideites (InsiMrylOutMadng: )0(or O)= configurations) 4 d. Thems-Tru Fiber -Classic and Sipped -Star Nominal 7dA139,D &qpa hlon-Impecl8qu it Opaque 1213l/2022 No Yes No WA Composite Edge Fiberglass Slagle Door (InsWnglOutaWng; X coMrguratlon) 5 sThemla-Tit Fiber-Ctasgic and Smooth -Star Nominal 78",,08quotNon-Impclaquot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door with SSdW*o) OnewrngrOutswing; X0, OX or OXO configurations) S f. Thermo-Ttu Fiber --Classic and 8m xoth-Star Nominal 88.NW:0 &quokNorr4mpeadaqua; Opaque 121310022 No Yee No NtA Composite Edge Fiberglass Single Door (InswinGroutswng; X configuration) 7 g. Themr-Tru Fibs -Classic and Smooth-SGr Nominal 88#38;06quotNon-Impaciaqud; Opaque 12J3112022 No Yea No N/A Composite Edge Fiberglass Single Door with Sidelte(s) (InswhhgiOutsWng; AD, OX or OXO configurations) 8 h. Therm-Tru Fiber-Ciaeaic and Smooth -Star Nominal 8&#W;08quotNon-Impactaquot Opaque 1213lam No Yes No NIA Composite Edge Fiberglass Double Door 1A4d1 or Wft art Sxdeides (InsvAngfOufewing; XX or OXXO configuration) 9 L Therma-TW Fiber -Classic aid Smooth -Star Nominal 88M39;88quotNon-Impac4quot Glazed 12f3112022 No Yea No NIA Composite Edge Fibeglars Single Door (ANrohinglOutw+ig; X oonfgumtlon) 10 j. Thermal-Tru Fiber-Cesslc and Smooth -Star Nomnal:6S#32;8 "Non-imPad&quOt Glazed 12/3112022 No Yes No NIA Composite Edge Flb&VmmSlngs Door vain Sldelae(s) (Insirr+youfemMng; XO, Or a OXO mnfiguFations) 11 K Thermo-Tru Fber-Classic and SmoolhStnr Nominal 8&#W;8 aquotNon-Impecapuot Glazed 12131r1022 No Yes No NIA Composite Edge Fiberglass Double Door wiNl or Wthout Stdeli e, (InssirgfOutrydng;. XX or OXXO configurations) 12 LTherma-TW Fiber -Classic and Smooth -Star Nominal 78#39;041quottlon-Impaidlut t; Glazed 12l311= No Yea No NIA Composite Edge Fiberglass Single Door Ornswirlg/0ukwig; X wMigu st on) 13 m. Thermo-TW Fiber -Clinic and Smooth -Star Nomlrel 7&039;0AquotNon-ImpkO" Glued 12131 2022 No Yin No NIA Composite Edger RberglaesSln®gla Door Wth % Sidelte(s) QnsY4r41OutaWng; OX a OXO continuations) 14 M. Thertro-TN Fiber -Classic and 6 ooth.liar Nominal g3#39;08quokbiwImipsd"a Grzetl 1201/2022 No Yes No NIA Composite Edge Fiberglass Single Door QnawMg47urwhg; X configuration) 15 o. Themm-Tnr Fiber -Classic and Smooth -Star Nominal 88M39;0&QuotMon-ImrsRaquct Glazed 12t31rZ072 No Yes No NIA Composite Edge Fiberglass Single Door with Sidelte(s) Onsvdrlg101mWng: XO) OXa OXO conagurstions) 16 p. Therm Tru Fiber•Creslo and Stmoth-Star Nominal 88#3%0"hlon4mpadSquot Glued 1213111022 No Yes, No NIA Composite Edge Ri argla s Do" Door With or vadwt Sidelines (InaNnglouts ilo; XXar =0 configurations) 17 q. Thems-Tru Fiber -Classic and Smooth -Star Nominal 8a#39:8 "Non-Imp;Od" Opaque 1213112022 No Yea No NIA Composite Edge Flbarglass Single Door Witt Transom (inswing0utawing; OIX configuration) 18 r. Therma-Tru FiberClaesic and Smooth -Star Nominal 81#39;8 "flon-Impact" Opaque 12/31/20T2 No Yea No NIA Clenpasim Edge fiberglass Single Door With Sidelde(s) and Tren.om (InawingV rhimmg; O/XO: O/OX or O1OX0 comrguroriens) 19 s. Therms TN Fiir-Classic and Smooth -Sir Nomiml8&IM;a"Non-brpadgquot Opaque 12/3112022 No Yes No WA Composite Edge Fiberglass, Single Door with Sidditual or..wingtouhmng; XO, OX or OXO Continuous Head and Sill mnfigunstldis) 20 tTherrid-Tru Fiber-Cbssle and Smooth -Star Nominal 880W,08quokNon-nlV,adBquot Opaque 12/3112022 No Yes No WA Composite Edge Fiberglass Single Dow %ft Sdelite(s) Qnsv4ng10utirpi g; XO, OX a OXO Continuous Head and Sill configunatko s) 21 U. Therma Tru Fiber -Ca sslo and Smoom-Star Nominal 684139;8 11quothlon-impard8quot Glazed 1213112022 No Yea No WA Compodh Edge Fiberglass Single Door WIN S cialbe(s) QnsWnglOulsWng; XO, OX a OXO Con"ous Head and Sill configurations) 22 v, Therm Tru Fiber -Classic and Smooth -Star Nominal SMOB03gwtNun-Inpaotaquot Glazed 12131/2022 No Yes No. WA Composite Edge FibergbosSirgle Dow with Sidelles(s) OnsrAngtOulzi ft XO, OX or OXO Continuous Head and Sit configurations) 23 W. Thrma-Tru Fiber -Classic and SmoaMSmr Nominal 66#34,88quotilon-ImplarBquioC Opaque 12t31/2022 No Yes No WA Composite Edge Fiberglass Door Pawls Wm Vented Scidibrai) 9nswirti Oubcwng; XX )M w XXXX configurations) 24 K ThermsTru Fiber -Classic and Smooth -Star Nominal StlulkskD BquetNon-Impaaa" Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Door Panels With Vented SSdelga(s) QnsWngiOurwirg; XX )Mor X)= Can6ghN.tions) 25 y. Therpla-Tru FasarZi2sale and Smowh-Star Nominal 8&s3B;88gracNon-Impoet8quot Glazed 12131/2022 No Yes No NIA Composite Edge Fiberglass Door PanelavA(h Vented Sidelie(si OnsWrlplOulsang; XX, XXXor X)0(X oonfigurations) 28 zThemna-Tin Fiber -Classic and Smooth -Star Nominal 8$JM;,0&quctNon.lmpac%quot Glazed 1213112022 No Yes No NIA Composite Edge Fiberglas Door Paris* Vented Sldells () QnsivangiOutswep; XX. XXX or XXXX oadgurations) 27 za. Thorne-TW Fiber -Classic arnd 3nl000i-Star Nominal GUI39:8 SquotNon-Impact" Glazed 1213112= No Yes No WA Composite Edge Fiberglass Single Door with 3150*0 SidelWs) OnssengrOutswwg; XO. OX a OXO oontguraaona) 28 zb. Therma-Tru Fiber -Classic and SmprRh-Star Nominal 6810199;88quatNon-Inpad" Glazed 12011f 1 No Yes W WA Composite Edge Fiberglass Doubts Door *0 3S#3908idelites (InsovinglOutawing; OXXO configuration) 29 rc. Thorm e-Tru Fiber -Classic and Smooth -Star Nomina188#38t0aquotNoMnpgdBquob Glazed 12131/2022 No Yea No WA Composite Edge Fiberglass Slagle Door with 3&Jl%kD SSdelWa) Mw.ingtOuloWng; XO, OX a OXO 30 zit. Thermo-Tru Fiber-Clasen;and Smooth -Star a,sV icna}} nfifirnd 8':0 "Non-Impatt8quot Glazed aNa 12/3172022 No Yes No MIA Composite Edge Fiberglass Double Door with 3&*W;0 Sidelines (Inawing0urM'Ing; OXXO conbgurabon) 31 M. Theme-Tru Fiber-Cmccic and Smooth -Star Nominal 7E039;0 AquotNon-Irnpaa&quct, Shelter 1213112022 No Yes N0 WA SaiesCompanies Edge Glazed Fiberglass Singe Door with a widlout 1'2 SideYe(s) OromriprOuts,", X OX XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FL116259-R31 S'cM Ep= or 20 20 Q= PM Status _CBS Version Manufacturer Contact Engineer & Validated By Wildiated Submitted Pending ARDroved Approved Revision 2020 ROLYGLASS USA Maury,Alpark License John W 1012MO20 10/22l2020 FBC 12AW020 Callagory: Roofing S9542331390Sma(pert@polyglaw.com RobertNieminen Knezevich, PE 611=2BI Subcategory: PE-59196 (954) 772.0224 11/01/2020 Underlayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLA62604R31 Products tiY9WLWAAMiE Dalpa Asti rcildfor Use )MQM notlm sir a Product kkKW. NurHtw me or Nahgdu ct OeeM log 9 Date W in KVHZ Reds $Sss3V 1 PolyglassRoof Underhyments Rootngundedayments 1&21/2022 No Yes WA +WAI-Mil 1 Poyr/am Roof Undedayments (WHIZ) Polyglaes roof un elaymalts for use In FBC 121Z32023 Yes No WA WA HVHZ jurisdictional. 2 Polyglass Roof Undenayments(non-HVHZ) Polyglass roof uneentlryments. for use In 12123120T3 No Yes WA +WAI-822.5 Fac non-HVHZ jams Dore. 1 Poyaass Roof UndellaymeMa (HVHZ) Po"lass roof und~onts fa use In FBC12f2312023 Yes No WA WA HVHZ j risdictom. 2 Poyglass Roof UrdQrttOmlents {Flan-HVHZ) Polyglass roof trade tayments, for use In 112/23 = No Yes WA +WAI.0=4 FaC no"VHZ jurisdictions. 1 Polyglass Roof Undedayinents (HVHT) Poyglass roof underiaymeras to use In FBC1212372023 HV14Z jurisdictions;2 Yes No WA WA Polyglass Roof Underlaymerns (non-HVHZ) Polyglass roof undenayments,for use In 12/2Y2023 No Yes WA +WAI-s22.5 FBC nore4{VFIZ juriedictiorw 1 Polyglass Roof Underrayments (HVHZ) Payplass roof urdertaymetta for use In FBC12I23r2023 Yes No WA WA FIVHZ jurisdictions. 2 Polyala" Roof Undedaymerds (nm-HVFIZ) Pol gra» roof undedgYments, for use In 12(2312023 No Yes WA +WAI-8225 FBC non-HVHZjurisi iaiore. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Past or2 ibawl go roam Pmdnd aft zm Yam MIOI� contact gagpp Validated sir tty� FBC Appraral A-md tails Royston 2020 Wrok Ina Erin Wickes ICC &vdludtlon Badoo, LLC ICC Evaluation Service, Dan 12021 0aRWA21 08/122021 Approved CKapwa. Structural earpenerte 1952)af3&8635 LLC. sibCdeig ry: Truss Hates a aildanstnaLeom t205) 53849M cerrPRanca Mated: Evaluation Report flan a Pro" EbkatWh E.tey a!4!Prod&god@LNLCMworNm Product DDKIIWM Carat expiration ors Approved for Ur Awfam In HVMZ ontdm for Use HVNL know Rtsigmt podm PF*g$M. i Wilms 18 am. high attention Wes Crinedpr pate 12t312022 Yee Yee NIA WA 2 M1e8He 18 ga. wpm high scagth truss cmnedor plate 1 201 =2 Yea Yea NIA WA 3 MI is 16gabeaseansorplate 121312022 Yes Yea NIA NIA 4 unrl" 18 ga. high strength Wes -.ad. Mate 12131QO22 Y. Yea MIA WA 5 MT20HS 20 CK high shon ilh was wood& Platt 12131t2022 Yas Yes MIA WA 8 T1.18. MT18 18ga.trewetinnetlaplatee 12I312022 Yea Yea NIA WA 7 TL20. MT20- 209a. Wta connector Oat" 12131 2022 Yes Yes MIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail - - - Page of t Ir.=l Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepsi oft Ird=1 2,Nk Ent* - tam air aasL m lm a> lla a* on2v or Blatt a" DO* P-dm Batt loot Verson Mmiewtum Santora anmw a uter" Velldsed 01 Va9alm SLbMvtod PaC Approval Approved lama AM Version licknotachunk, Glaitalr Eoalniker& Lkentt vddwd s Xdd m d submitted FaRAmmlal AaareLld dean A81Pmllon 2020 PGTlndumrke Jan.Rosowdd ho-d-Oem®CCO-CER 14.1rHoemSCCO-VAL /1:052020 1110VA20 11MV2020 APoreved R&W- 2020 MIYvIndoasend Doak SlatSHanger AmenanArcAlecurl StmnRWar. PE 10m62.020 lomeno20 larlas20 Approved COMMW. Wild- (941)486-0100 (786)315-25M Category: WndVes - t717)3e53300 M.nuficWNn Associanm (717)317-e454 BxbCatagnry: singia Hong f0alhWaN nCYf1110e,C 1 @Pre 1Slow etMCalance bWtlh mMd.tan Canpd-Yothgd: Colllfptlon Merit a Useng Otn othod:.P� Canplrrloa Y4mo4 Ceraficador+ iMtk a Llsarg - AQWA"dfwUr taa� t l - QWN Assurance AOraWdfirtin Approved for Use lmPssa. 21" elan FodRe YodK taeppr or Man pro" mpg carers Bmlretlm Oere In High outside ti181L R*dwAl l Prtregf. t(asa w-adxW rpol. Nhmbr a win. g SM20 Ian 2W99LAM 11arlishat Pre -re 2 49RSSM ltahge Missile "Pont) Viryl Single Hung Yipdp 07rorv25 Yee Yea Yes WA 1 HS is$ ran and Flings Prime 73.821nmiafed Olt. OW11 024. No Yes No +W55 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap t di im2021 C90e ErAw or alit ➢eta Oaks Pond- aft 11A Valydm Yanaf.cturr Carded VwlMdedOr Validated lid FBCAmaard lases lima Affirmation 2020 POT indurnes Jan. Rn..Md Mandohd..8CCO-CER MamLDade eCCO-VAL iI1W 020 111752020 11n1/2020 Approved Crta➢ery: Wndows (941)40"100 (786)315-2590. 1uaCatogary: Fired lrcsw$400pgllnduweo.c Complaints Mothod, Car9tn0a Mark a UWng am $g( Aeagna laijbie Amravedfalhn Impact Daft page Foist Yed1 limber or Nome R hn 14V E aufid, HVHZ Rislaed $ousuns 5 PW552q(LergetUWtelmpeW) "Fired Wndw 04JSW025 Yee Yee Yes NIA 926 JIM Version M rmdk du- RW.kn 2020 James Hardie Building Prodacta, Inc, CrogW. Patel Wait subCrogoly: ailing compliance Medrott Evakid n Repro tan a Floods Registered Mdheect w I Ucensed FlorWa Professional Engineer Atae Product Yowl. Number Mani 1 Cerpleaa Lap Biding 2 Had.Plmd Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail amtr or Calliper Engineer A Uamase YEWIM ay Chad LAMAS V. Andror. Tan John 9ourhard, P.E. (909)545-8359 PEa1662 (35ZW-2528 ched.dlarcks(Clamahord e can 206 Zito: Vrrim 1 ReWdtin 2D20 MI Wlndaws end Doors cot.gKr winds«. auecirgory: wane Castellanos "hot LIUstlm Repot tom a Florida Registered Architect ora U-sed Florida Prdession l Engne. Pldtlivd&9ffi AM" 2 5788 Florida Department of Business & Professional Regulation Building Codes and Stardlards Product Approval Application Detail wag(, EnE AI.1tase Brain Merger Luis R Lames. PE (717) 365.3300 PE-62514 bdengergmMld.cem Vertical Al-inum Maullm Pa9.1 all I&M1 perm alit net, Pm9oa arm Validated lk Validated submitted M Assr," Aim vd dsabY St-0 M Lhleh. PE lofflw 20 10)0 2020 10JI92020 12M6/2020 Approvd p17) 317.8454 QudtLAppu- Agencied ft.Lse AMMENLdOLM 19229 alom contract.pit. ma NMfi litffitd Prepk s 1 Far f &I Florida Departrnent of Business & Professional Regulation reps Za2 11a2021 Building Codes and Standards 10102021 Product Approval Application Detail no Pap E4"pmam Bait Rats alittgr ora! an CossPfagDa tat Vagim aeammm FaRAagmst Approved hums JYna Vaviga Manr,rawr.r room" EoalrLLLIOM ValssalmJr[ YAIWim ALCM"a EaRAsaM)YI Allomaa soma 01As0m 12M42020 OVW021 drag FBC Apo, FWAsion 2020 Aholde Nick Thompson Lyndmc.6dhm6,RE, Ryan J. King, P.E 02115=21 02n5=21 02=021 04n3r2021 Approval crlsocar Pant With (330) W2-2389 P&43408 (813) 7674555 ehbcalegoryo Sc4% n0hanpoar@dlside.cam Carpllana Method: EWurin Report from a Florida Registered Architect are Udnsad Florida Prdesalomil Engineer awnyAmRanm Aaaroysdrwuse Ancrowdtor Use know Down QuallIvAssurame,- Approved far Use Ascribed for Use kU2EL 2s9m Product DbaQraon contract SKOtIUMDebt Ia.t1M outside HIM Resistant Pressure. ape Prow Modal. Mnbr a N.- Product traaaunm Contract natratlm aio in HVKZ oWIm HVMZ Resonant P-. ibe-cement lap side➢ 12/310023 Y. Yes NIA WA 1 a egtct2T" Soft Vat or said V"BoA l2r3Ir 23 No Yes No WA ibex-minti.p.1cln9 121J12023 Yas Yea NIA NIA 2 b&qud;000113a T4&quof; Soft Vent or Said lnryl Will 12r312023 No Yes No WA 3 a&qud:Q4abNar Vintage S"(Ioe&139' Soft Vent ar Solid 1. WSoft 12131t2023 NO Yes No WA 4 d &quo asoulucq Salf Vent a Solo Vats Sae 1=12023 W Y.. No WA 5 e. " pros Daklglct; Ban Van [ a Sale Vinyl boa 12rJ12023 No Y.s No WA 6 f.&qud:Superapsa&qu.; script Vesta 8did Veryl SotR 1V312023 No Yee No WA Florida Department of Business & Professional Regulation pager W2 Building Codes and standards tr =I Product Approval Application Detail 926 Irmd+•a lglt am IffitPre9m Bat mm yy6(pp tpommig EWAGIMI Aalirmned lotto ReMslan 20M MI VBndtiws slid Doors Brem Belrng. American Araledpral Stevan M Latch, PE 1222020 11222020 1141=20 Ar/aaad caeQYy: Windows (T17)38333M Manufactures Asnochoom f717)3174454 S&Cetagory1 Filled t alek "ping l d.caa Compliance 00h.* torti6o dim Mark or Liding PLM19FlaAtl tasamet! -. _ easdkv Aa.•,-tar_ Amrmrdfra Us. asomnum Lao. imm Alattssl® seProduct Momiamiir , borNaProducto�laon InMVKZ 11VMZ 91iaYB[ Prtssurs 1 tes PW 73. 72 Insulated Class 04CM023 No Yea No s60/40 can gyps Vartlsa Manufacturer Anerstks 2D20 POT Indushks Catapay: Wndows. aubc.bgor: Mallon" Compliance Mdhpd: Canliamn Mark a LMng 3.lglF Product Modal. lumber or Irma 1 Muaats foul Doors and Windows Florida Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application DeGll Far 1 d t 1M2021 liil8ta aim elm aYa ft" Wm Sg(tol Braun A L came Vaimmd ore V9lldllm 91jbmAYd FOC Amfwd Approved am Jens Rosowdd M-t-Date OCCO-CER MAmFDadeB=O-VAL 1113S1dt20 110VA20 i1M112020 Approvd (141) 465-a100 (746) 315-2590 lrreaaem@ppindusaiea.c om cusib As- A Amrwed f r U.s 1nol Ragm product Description ConaradMictrallw2ft in lLlali outside NVMZ Resistant dyesY&t Aluminum MWad 06262026 Vas Yes Yea WA Florida Department of Business & Professional Regulation Pap 1 its Building Codes and Standards 14=1 Product Approval Application Detail GM Eg kx ➢tor oat 2ass9oam Ilia MM v"gn anufr air Capital ammmaucom VWMWed by Vaidded rta10itted P11C Approvd App[gved atam Revision 2020 GAF Mi h..) Stan Robert Ni minen Jahn W. Kmpz I h, PE 0p2612020 08212020 101=020 1211 rM20 Approe d colagepr- Rooms (400)705.3411 PE-591es (664)772.6224 aubCeregurr: Asphalt SIMON mixog ged.ppm Compllarim Mtlhod: E11ii-lim Repot ndme Flogda RoostredNtlhlact or a Ucarsed Hands PrdessiaNl FJngineer -.Quisib Assurance Aodrowd/a Uss Aserevildfartiost bw 20M at4A Prorlw Yodi Kmbr or Yams Product Eirsedstlaoripif L In RNri Out" H" askelisuart Pressure 1 GAF Aaphell Roar Shingles Ftargiass reinforced 34ab, laminated. lamb and 12MG2022 No Yea MfA WA Mpfildgs esphek ahhgle. Florida Department of Business 3 Professional Regulation Psa.1 al Florida Department of Business & Professional Regulation Page I Cat Florida Department of Business & Professional Regulation pap I W I Building Codes and Standards + 1 Building Codes and Standards M2021 Building Codes and Standards der 702+ Product Approval Application Detail Product Approval Application Detail Product. Approval Application Detail Rats Indly or 9111119 arm Dole 0oam Bit rt.+u P,mly or sit But Oat Portable &as Rite ant ant oft Paladins earl Vent- Yaydaaa sr Cooled aoding,A derma YJt� VaWim submitted F&CAmmyd Anaand awn ilea Vaasa n amo igisti [ GROW laoamor& users, YatlYmJa Yttflim SkibMUM Fa6AMMal AaM V d liMaY Tvae Version Yenuretar sated &W,-& Ll- Validated EV validated auemaw FSC AmmeW ApPrW.,d Maas Red.len 2020 TAMKO guiding Products LLC Kern Eden Rabin Nionswri John W. KneasNcn, PE 1004rim 011292020 IGM22020 120152020 Appr r d Re ssxcn 2020 L.V. Thprlpeai. Inc me Thompson Archdecturd Tay ChriWmm Zachary R. Pried Darren M (rch, PE owvr1020 091111120211 09=020 121151=20 AFPr-cl lu salon 2020 Floods Meld Products Inc. (lark Jones James I. autloer. P.EQ Sle, ep W Urkh. PE 09Wr2020 0625M21) 1004(2020 lwfirA20 Approved CeleOory: Roaring t,117)624-11544 PE-50166 (954)772.8224 Maids CompnY(TAMCOi 013)2483456 PE,74021 (717)31 F-8434 catuaw.. Reading (904)78344100 CRUCK Engineering (717)3178454 Sabc.tgprK UMerteynNde kai_edeteanao.nom Catepay: Rows lonygeon aecorgoom It bCO.eorr- Roving Accessories bsk. are an darkall-can PE-31242 ConpNatoo Medrod EY0Ma0a Report tom a aubCMMW.• Floating Aamsonee that wean Integral Pamofthe Roang8yatem Fladda Reglsrred Ivchltectera Uemad Florida integral Pan of Ma Scorns "am Cuepllawolt4ered: EYWurim Report from a Prefeseionel Engineer Complain leading: EYaklaOon Report tom a Flnds Roa ltansa,4'WWmt a a uceeted Florida F1oAds RegisteredNtlhkrt ora Licensed Florida PrOassipnd Engineer �:. - - PrefaselaKl Engine. Alas Pvduel Ma,ii. Nruuhr aNuee Quality Assimanat Product, g Aca adr use AaeovedIm Use L In HVHZ Ouldds 11VH2 MU" assistant & M IsalYla OLW& Aspersion, Approved fa Use Approved for We ill=, oral 1 TAMKO god lmdecrynelts(HUF¢) Rodummdaymntfa ueeh F9c FIv1t2 002a2023 Yoe No NIA WA tgpaa �IOLr Assurance p „�! Aostavadfor Use Approved In IM¢ for Ur J�ga gpOj� P- §gg 3 Am,u aredaL Yumra win. 3-FLAMCO &qud:RV lORidge VeM&goat: g gg Aluminum Ridge Vents for Pitched race rabrlcated 12/312024 In HVHZ Outside Mua No Yes WAS )aisdakor. 1 TAMCOGo Top Od-Podge Vela wan @aaefor Tie 26 gr. aNtla roOrvaNnd4r Mm pelts Yes Yea NM WA from 0.W Aluminum 2 TAMKO Roof Undarrymenu INON44VP2) Ractundedeymnts for use n FBC mn-RV12 06r2B2023. He Yes NIA WA 2 TAldCO GeoaanaekVef QW0912026 16 pa. 08/092026 No Yea N1A .01-525 IamedCfiMl. 3 TAMCO OIFRIdge Roo(Vatxith Bela 200& ditto mafvermWa Mar integrated battle oamB2om Yes Yes NM WA 4 TAMCO Round Top o1H41Mge Vent Mtn Baffle ra The 26 pa- Odic mofvenOlata with baffle 09MM026 Yes Yes NM WA Florida Department of Business & Professional Regulation page 1 a1 Florida Department of Business & Professional Regulation P.g.1 d5 Florida Department of Bushess. & Professional Regulation Pager I of 1 Building Codes and Standards +n Building Codes and Standards 1=421 Building Codes and Standards 1252022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail £aft Er&v Or an Do Date Plasm BYa CAN Try oat ant casefioaga pit CO3! EMHv Or on* Data Data Pending Daft llan 1farsiB Manufacturer Startle. Engineer is Lacersis vaamom VilOim aommgg Fac Aaamrol A�11M 11[ttYi i)tg: virtual Ramilach sir SsA" Vriiotaa®r Validated Submitted FBC Ast avY dew a" Militia Vanden Manufacturer anginser LLicensa Vaildslad a1!1fpIDltted FBC Approval t9ppL2YYd Bohm R.,mon 20M Lamm KW- JWby James L. eudp+er, P.E. Stevan M. Udch. PE 11232020 1123r1020 1IM020 ding FBC Appm Reunion 2020 opal Roaring Anderson Rabb IAPNO UnKam EYveadon Gay W. W.Iker 11A312020 I i/0 2020 11iD5r2020 Approved Revision 2020 Global Protection Products, L.I.C. Tim Robinson Walter A. -nit Jr., P.E. John W. Knomidh, PE 09/0812020 09r0ar2020 lCi0172=1 12tl M2020 Approved Category. Racing (501)9936163 PE-31242 (717) 317.8454 Quietly: Racing (801)3w-sool SaMces LLC. (205) 854-also Category. Shutters (954) 8891L7545 PE-44167 (054) 772-OM4 SabCata➢ti7. litigants Accessories that Kean Mdley@kerenco.arri subCrogbry: TH RobinMmxamQbad.ao Slwm Panel bm.robineon�pppam,cam InWW Pat orhe Rm6ng SWM lama Maprtl: EVduatim Report Dan a penes: li m Compliance Compll8nca Method: Evaluation Report from a CgN111Khce MWAm: ELMupbn Report tome Product Evelistlon bratty Product Florida Registered Archb.a as Licensed Florida. Florida Regh4ereclArdl6ator a Licensed Florida Professional Engineer Pidesslond Engineer 11_ Fll1rJ039:R$PlpdrefCl -.. a&MWAAboNO- - Gush Assurance Approved fa this Approved for use taassr � - - sing Product modal. Nu,,br or win. EMOEL2kKalgM to WIG! gay emu= oaallN Assurance 0poreved ter uar aooreuad oar urimpact plaligg OudRy Aspaaoce Approved fa rise Approved ftr Use Im2lH psslm 16 Sowy-Shape. Short Country&re. Spot Cut 041.11 Fiat Prgab-Domer, CO 121312D20 No Yea No, WA S 4 Product Model. HUM bar or Name Product Description Contact Extirpate" Dam In HVHZ Outside HVHZ Resistant Pressure ygAexhILWARdma ;gokkgzmgmwaau In MA t; OubfltltKVli losplag[ !MOM Thatch romp; aped 1 20 Gage Galwnaed Steel Storm Pawls HVHZ Conugatad Galvanized Saasl Storm Panels reamed 120112022 Yes Yes Yes NIA 1 rbak-Air" DA4 arTRI-Baill Deck -Air D44 Low Profit, Polypropylene Pi..&, Roo(Vat 12118=5 atualieYI•m No Yea No .9?15 57.5 17 Soapy Do-90 Shake temp; Spa Shake Fiat PmeM-Matter, CA 12t312020 No Yee WA WA Drool by tfnrdta to hu AtechenicalyAKeMed N Plywood Deck. I6 Saxon WO- Slate, Shake tam: Site Shake y P Fiat Profile-Rnata, CA 12131I2020 No Yea NIA WA 2 24-Gage Galvanized Steal Storm PanerrNHVF2 zeds Stormprotection.annalet Galvo rov Steel Storm Pansc had 12131R022 not No Yee Yes N/A 1S 20 27 Ssrppy700-Ml.ks, Slda temp; Sop Shake fiexr�rpna my 700-Stelae, Ydatemp; SON Shako Teio f Bardelcno Flat Foaho-Makton, CA 12131202D Felt FoBho- Rleto, CA 12l912020 High Pre41e- Katy. TX 1213112020 No WYaa No Yea Yes MIA N/A N7A WA WA WA of by tri or not by tredfa to provide humlcare protection. ion. 28 Vill. oar FWta - Katy. TX 12rJ1MM No Yak NIA WA Florida Department of Business & Professional Regular -ion Pegs i of 1 Florida Department of Business & Professional Regulation Pap 1.1i Florida Department of Business & Professional Regulation P.g.1 al Building Codes and Standards 1252022 Building Codes and Standards 1,7=21 Building Codes and standards i9rm21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Demll 296 Fprp[ 2WE 2111& cam Pending jam, Sa11t 9tlltLor mark B)u »itEmam pYt tdtt an oat DID Pension 292 Tvpe version Manufacturer Corral M Engmest A Ueeme validated By Validated Submitted I`sC Agorowl Approved Statue VMyaa Ymmaam Sdg= lowwwjLimm X119dom yam awmim fac AgmL da4411Y pfaY lyg yerlsog libinulactursir 90111111 gmbaLLUMM Validated as yyp140g figilgaild f5C Ammvd Ap®lit Em Rwaaan 2020 All American Shutters and Gloss MLteBarbieri Frank L. Bennardo, RE Troy BMW, P.E. 1132812020 1W5/2020 11AW202D 12r'I.&=0 APpraed Revlalon 2020 Alpine Q-1 Lolls ICC 6v.luaton Service, LLC WAtam M. Ranel. PE 101312620 ID22/2o20 IIA&W2D li13V020 Approved R.VW. 2020 commercial Concrete Productoft Rdcert Gills Samuel A Greenberg. John Ho/ IZME12DZO 12M602020 12(2wo2o drag FBC Appn Category; Shutters (501)7124)= PE4)046549 (854)947.OM Coupler: Structural Components (321)710-3377 (407)681A917 crawly: 8tuaotd Catpatemrs (at s)859-3707 PE-34245 (35Z 506-5311 subeamaory: Storm Panels mNreb�slrrtrsrieanehutte Subcategory: Trust Rdee daedsQaipihldtw.com Proalaa IMrodueed as a Result of pncaWgdor®yahoo.aan compliance Method; Evaluation Report tram a racom Compiler Yothat Evauation Report tom a R -Tecpory: Florida Registered Architect as Licensed Florida Product EWusdpp Ell* compliance 1114gwd: Evolution Repot from a Professional Engineer Fbdda Re9iat..d/vchitect a e U-socI Plodder Professional Engineer -.QualittleAssiumanbe - Duadev Asrrrre Apbroled for the AppreVedler UN - Aenrovad far Use Acoo awil for Use 1MUM Dendam Alai predua Yedd. aelsr ce wme Product Ouenppen CeMrecrEmarlan Ode I8.fafii Ouldde IBBS Malin Pressure Sys a r a Product Modal, Numbor Nam Co Product Deacription nbacr Fxolrason Data Is HYF2 cumMe HVNZ Rasiamnt P� 1 ITW BCGXhbip Hip-Stragh am III S) violet Cemecla Plate 1213120It Yoe Yes NIA NM 2myL8fYum Aggeu.d ra Use Amrausafausa kna 219M 1 24ga Galvanized Steel Storm Panels 24ga Gavanized Stad Storm Panels 12r31r2= Yes Yea Yen WA 2 ITW 800/Aiphat Hoge Plate Metal co neaar Plate 12/312024 Yes Yea NSA NIA amp Roer)et YedaL MorN1er a NomaProduct Clasertatim Contract sorption Due InHVNZ Outside, HVHZ entered Pressure 3 4 ITWBCWApha Tula ITW BCO/Alpine Wave Metal Comedy Plata IZMQ024 Metal Comeetor Phu 121312024 Yea Yes Yes Yea NIA NA NIA NIA 1 Ouany Places or Commercial Caterer Predict Ftecat and Prestressed Concrete Untela 05211r2024 hJO Yes NIA WA Flodda Deparanant of Business & Professional Regulation Pays 1 Cat Florida Department of Business & Profeastonat Regulation pap 1 tin Building Codas and Standards 4n4r2021 Building Codes and Standards armrJa2t Product Approval Application Detail rant Product Approval Application Detail Endbi9r go err: Dan Paribas an S� Easier or all arm ➢NLanwim grin milt Vey IraBubmrw ewtiaEngineer A Manor ydMred as Vdld&d Detailed FBC Amrovel Antsoved amgs 31= Y$a19O avalliggigas capital OaluK&Lfcane Validated Br Validated submitted Fee Aoa.11 A--d Rolsion 2020 Wtyrdhaeuser Rob 8.1"n IOC E 1-don Service. LLC In Lets., PE. 020=21 10n32020 02MM21 Approved Alrtnatlon 2020 Npha Aluminumn, u. Jose glra WIN R• Lomas Steven M. Urldt, PE 11A&W20 1IMSM20. iWano20 Approved cat.9m; Structural Cosmants 1263)6244470 (006) 0393288 Category: Peel Wells (4071509 2008 PE-62514 c717017.9454 tubCal.pory: Enpinearea Lumber Rdoons.ldorga"Oh. aubCelapry: SWols ..0off, aonunhc®yaho Compliance Mem.MEeludionRepatfrane ...'earn Cmaslame frisked:Aahlectas Repottome aeon Product EysJraa En Mr Flows RegldeaedArehKact as Uensed Florida FLN=74tt1.6.aatf - - .. Prdeaelppel Engineer - Ance-ed far Us. Aa MMLU Use kWM 2aft ..- 1t4a FeductYedaLrtupprorNrM gedict Description Alt Inhyn outside, HM RHUM Prompt OngateArrarnee ApetOyedfor Use Anaovedferthat lffakct Jyga 1 Meraem LVL L minted Vora L-to.r owmr2023 Nil Yes NIA WA Emu In HVMZ F 2 Par.ilsm PSL Parallel Strand Lumber 0=12023 No Yes NIA WA + m8dM &: Vented AUminUm 80t11! Alpha Aluminum tang; Vented Aluminum 07rJ02023 No Yee Na WA 3 Trmbe-Strand LSL Lpanated Strand Wmha 03131=3. No Yes NIA WA GMU BvmP;Wood CMU amp; Saftl CMU tamp; Wood p;W 4 TJ Film Bard Sri* all Composite Lumber Cr Oriented Strand OW312023. Nit Yes N^ NIA board Rm Board 5 WeyerhaeuserRan Board Odnted Stand Board Rim Board 03R1r2023 No Yea NIA WA May 27, 2022 N N L N -Cu 2 O a... U p„ O O t✓ C .� ICUU-a U (D a- � O CU 0 cu VJ^ C O C L C O � 0 U_ICU 4- ICU Cn CD (yW f .0 .= Cl) Z Z W J '0 r 6) O 30 Lai o V G./ d r- O c ca GU N -_ v co 3k4t N 10 Otn e. tn W pV a 2.c 3 oy ro UP 03 CL m co W � O fIf .C•a C E C) d � se- Cn (1) E -0-0 Z Cn Clio `V > O ca O U O CL L) ICU W CL laaeops- CLU W Q W z kaaJ z Q J a SHEET NO. PA 1-A ,-,u111_ �r:a:, Vu,11.11 ...w,3lJSlLL 11_�alY��UNE r nr a� W � Cu O U O O � Simpson Strong Tie 2M i`BC Approved Products Frfdrw III to atr88Tappravift Iwo below. CLICK H-ERE Upd2t9d12RiQQ0M Simpson Strang -Tie 2020 FBC Approved Products For dr�CInKA to All-88TAPIPT RAs 10d ttdfCN. CLfCK HER Ulitletsd 12l3ti 4= Simpson Strong -Tie 2020 PBC Approved Products For d"links to All8STapprWalS Wed. below, CIJCK HER £ UpAbd 12alim2o Simpson Strong Tie 2020 PBC Approved Products ASK QrWell Inks ell SOT approvals listed below, r�.fCff HERE. Uprastad 12r"Imo (O' c O W 0 ^ - - £, let . seaForC Ca ur For f aasStatewide.Praat ravtl.. m d F addddna in[arn+edan [o9azdRr9 FWnd±4PP ,"+hiss and M4antl-trade DtwrttY N ce NQA UCK.H£RE- of Accaptaa ( i.'F 5 odu :.. For edtltMatsl (rfforar4dan rn9�ihr9 Fiance Btate�kio Pr at Approval &ySfean and NYani-bade CuuntY N : e OX), UCK HERE. �AcasPtaas (N i, +G or additional -regarding -FlanAas 3ta0eNWe .. Approval tlMena-Dade # F kXr intarm6tlm Praduet+°Wpr System and County , e. NO-.�_.....-._. NM'AcnePtaa4 ( A}, _ . .. onIatldaSNtateaVge Product.. oval:.. m tf de County lrttots+ed F APPr BYsis an Mamt-t7s ty N. of ceAUCK.HERe. ¢tea Ameptaa . FL#1OM16-R6 FL#104MU i I HUS, HiJSC series hangers Face•mAunt hangers available In widths Tanghgfrom .I-&T to 3 -co � 9116" land heights ranging from 4.61f6 to 11" Ckmonladfiange Product Modal, Number or Nama Product Description jai Product Mbda1: Numbercr Name Product Dascdotlon Product Modal, Numbernr Name Product Desedotion version (HUM awa11 i for models having width aquallo 6r O L_- I TiitanSWnkrssSteelConcretted-M6lsonrySorew4TTN-SS) 1/4" diameter Titan IsainiessOWmasonry screw . 1 A21,A73,A33A„34,A35,A44 Angles 1 HIT, BTH BrokTas greaterthan3gilt". C L O L 2 APA2l, APA4, APAe, APVAZI, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 IUSseriewfiangers Face-tri hangers avahabie in width% ranging from 1-719" to 3 Q C 3 APB44, APB44Rr'APVB88, APOWK APBSt1, APS88R, APS1010, AM01OR, APVB44, Outdoor Acoents Post Beam- 3 CS1k C$16, CS78, C$20, CS22 Coile1 Suaps 518" and heights ranging from 9.114'to 16' C Q _O LL _ APVWAR, APVB88 APvBO6R, AP1/B88, APVWK APV`SI010,APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU125ADS LGU3H3-SDS, LGU5.-,45-803 Face -mount hangars CIO O = 4- (U 4 APOJT24 APDJ7R-4, A13=2 B, APDJT2R 6, APVDJT2-4, APVDJT211-4, APVDM-6, Outdoor Accents Deck Joist Ties 5 CT5218 CompreaskirvTonsion Strap 14 LU24, UU29, LU28 LU210 Face.mount harigora (U O $44 Progact Model- Num tram or Name Product Desorirft(en APVOIT2R-S a DSP, SSP, TSP stud to Plate fie 15 WC282 LUC2102 Face mount harmers , � O I SD10 OSIS Outdoor Accents Connector Screw 5 APHFI4�APHH48R, APHtIB10 APHH61`OR Outdoor Accents Heavy Hanger 7 H14 H10A, H2.5A, H3, H8, f17Z, Hit, H16S, HIS 2, HIS-2S HurricersTies 16 LUSserles.han9ers Face-mounthangere available inwkithf ranging from 1-811V'w 4 `.d8" � � 1 � L C- 2 6D911Z SD9212; SDiOi'l2 SM0212 8trrmg-DtWa $DCcrims for Screw 5 APL-0, APIB, APT4, APTB, APVL4, APVLB, APVT4. APUTB. Outdoor tents L and T gears -Mr -Column Ties It HGT-2,.HGT-3, HGT-4 Heavy C,WerTodown and heights ranging g from&" tc 10-1SMIr . � (/� 0 Co Q 3. SDH'I12SS,SD8212SS $4wg-DcfvoSOCdrfnscWrSSScrew 7 APLH24„ALH24?.,APLH26,APLH$BR,APLH210.APLH310R Outdoor A entsLightHangers 8 HS24 HurrlasnoTi9 17 MGU863-9'i?S,MGU6.2SSDS,MGU5.50-5LS,MGU5.B22SDS,MGUT,ODSDS Face -mount hangers � (� � �a-/-1r 4 SDCFV4X WCF22512 SDCF22514, SDCF22Ta0, 90CF22858, SDCF221014 Strnng•DrNa.SDCP Tim ber-C Screw 8 BVLZ Wick Venaw Ladder Conner 10 HSS2SDS1.5, HSS2 2:SDS3, HSS2.3 SDS3, HSS4•SDS3 Heavy Stud Shoe 18 miu orin hangers Fa�moum hog" available to vwdtits rarming from 1•g116" to 5• � � . � v) Q SDCF22f134, SOCF2213M. 815CF27115iK SOCROZ511 9 CBT=Z CST4Z Concealed BeamTes 11 HST2. HST3, HST5, HST6 Straight Straps 1/8" and heigh%ranging from 6-15M6"to 1I1.1P.C', 5 SDGP22434, SDCP22512, SDGP22614; SDCP22700 $WP22858, SDCPMZ Strong•Drive SDCPTimberr-CP Screw 10 CCJTT3Z, CJT42, CJTU, C-JTSZ Con.rialed .last Ties 12 HTS16, HTS20, KrS24, HTS28, H7830. HTS30C HeavyTivist'Strap 19 MUS26. MUS26 Face -mount clangers SDCP221100,SDCPZ2113AS;DCP27140D 11 DJT14 DeckJoigtTier 13 HTSQIBKTZ,.HTSQXKTZ HnvyTwfstStrap 20 SUR:SUI.,SURCSU1,Cseries hangers; Skewed face -mount hangers available inwidthsrangingfrom t- 6 SDHR27400; SDHR27814, SDHR31400, SDHR31614 Strang -Drive SOHR Combo44oad Screw 122 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to W W and heights ranging from 3-1118" to 1"J314" 7 SOS251 t2, S1S26194, 5DS25200, S0S25212, SDS253U0, $0826312, SOS25412, Strong-OriveSDB Heavy -Duty connector Stew 13 F04, FC6 Framing Clips 15 LSTA9,L8TAI2, LSTA15, LISTA1S, LSTA21, LSTA24, LSTA30, LSTA38 Straight Straps Concealed Range version (SURC; SULC) available for all double SDS2WW0SOS25r3U0,.50525800 14 FWANX FoundalishW411Angles 18 LSTI43,LST173 Srialghtabaps 2X and '4%nwdekronlyacutettangsisowcaakd, B SOS25112SS, S082520058, SDS28'd12SS, SDS2=Wq S 925312S5 Strong -Drive SOS Heavy-DWy Connector SS Som w 15 GAi- GA2 Gusset Angles 17 LT820, LTBAO Bridging 21 U series hangers Face -mount hangers available in Wdrhs rangfngfrom 149116'to & SDWF2716, S©V*-VZ, SOWF2724 SDWF2726, SDVVF27M Strong-Drive,SOWF Floor -to -Floor Screw 16 112A, H2frT, H8, HIOA-2; H10S, H14, HOA-10 HurricarraTtBs 18 LTS12, LTS16; LTS16, LTS20 LightTwastStrap Wand neigh%ranging from2-5Wm 11.1/41' 17 HCJTZ Heavy Concealed JoistTre 18 MGT MsdNmQ-rderTiPdQvP 1$ HH4, HHB Header Hangers 2D MST27, W15f31, MS748, M5T60, MSM Straight Strap§ FL#10007-Ril 19 MIS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA16, MSTAIS, MSTA21, MSTA24, MSTA30; MST'A86, MSTA49 Straight Straps Irtsia$67.R8 20 L30, L50. L70, L90 Aral" 22 MSTC28, MSTC40, MSTC5Z iN , C60, M$TC78 Strarght Straps ProductMbdel.NumherorName ProductQWriptfon 21 LCE4 Post Cap 23 MSTC4883,MSTC6663 Pre-Bant Straps y§Wj Product:Model, NumberorNarne Pro duct Description I ATR39_� ATRt1Z, ATR&a. ATR314 Threaded Rods 22 LS30, LSSD,'LS70,LS00 SkewmbleAngles 24 M$T126, MST136, MSTI48, MSTIW, MSTI72 Straight Suaps i BA aeries hangers Top flange hangars available inwddthe rangtlg'ffom 1-SM81'to 7- 2 ATUDS, ATUJ38-2,ATUDS, ATUDS-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take-Up:Device 23 - tSC_7 Adjustable Stair Stringer Connector 25 MTS12, MTS19, MTSu1$, MTSX0 MTS24C, MTS30, MT830C Mediurn Twst Strap l/W and heights l arming from 7-118"ha V. 3 BP318-2, BPI/Z BP1123, BP,5ffi-Z BP5AW, BM4, BP314.3, BPRTUD3.4 Bearing Pis .24 WW28LZ, LSW26 RZ, LK%SJ26iZ, LSWZSR2, LSSJ2i0LZ, LSW21ORZ Field Ad)ustatib Jwk Hanger 28 NCA200.4Z NCA2+f12-12, NCA2x8.16,.NCGA200-1e, NCA2x12.15 Bridging 2 DGBF :aeries hangers Top flange hangersavaitable, In widths ranging from 3-51e'to 7- 4 CNW30; CNW112 CNW518, OWAV4, CNV WO-112, CNW-V4S/8 Ocwpler-Nutr 25 USSRI 81, I:SSR2 i, LSSR237, tSSR23B; t S5Ra10-Z LSSR410 F6W Adjustable SkspeablulSkevuahte Hanger 27 RCW13I2. RCW8`14 Wall Bracing 118" and halghts rairmi ig from 9-IW to 24'. 5 CTUD55, CTUD65, CTUDOO, CTUD75, CTUD7B,CTU077, CTUD67, CTUi SO, CTUD87, CouplingTak"i; Device 25 LTIA* LTPS Tie Plates 28 RPSIB, RPS22, RPM Repair Plate Strap 3 Dr3F seas hangers Top fbfngs han9em available In W to ranging from l'-121 to 3- CTU098, CTUDeg 27 ML23Z, MLZ Z, ML26L, ML2$Z, MI.21OZ Angles 29 RSP4 Stud to Plate Connector 518" and helghht vanging from 7-IK'to 24" 6 N3; N4; N5, N6 Heavy Hex Nuts '28 MMHB RoQf TWDoWm 30 SP1, SP2, SP4, SPB, SPt3 Stud Plate To 4 DGHF belies hangars Top flange hangers available in WdMs ranging from 1-3t4"10 3- 7 RTUD8,,RTLVOB, RTUD4, RTUD48, RTUO0, RTUD5, RTUDT, RTUDB RatcheGng Taka-Up,Device, 29 MMHC Hinged'Roof Ccnnedor 31 5PH4, SPHS, SPFM' HeavyStud PlatiaTie 5M"and heights tanging from 9- M"to2!": 8 TUL19, TUDIC Take -lip (Device 30 MMLU2&, MMLU26-2, MMLU28, MMLU28.2, MMUJ210, MMLU12i1 AMLUI39, MMLU1311 Face.Movat Hangers 32 SS1.3, S$2 5, a�S3, SS4 ra Stud Shoe 5 E 35, EG7, Ef S series hangers Top flange fiangera nvaHable in Mina ranging from 5.114" ro$ 9 TUWV38 Take -Up Washer 31 RBC, RBCP Roof Boundary pips 33 Sr$, ST12, ST18: ST22,ST292, Si 2122, 5T2115, 5T2215, ST8215, ST6224, ST8236 Straight Straps 718" and heighisrangiig from 11" to 32112 • 10 URSS 318 Uplift Rod RuniiedownSystem '32 RST-3 Rr#Tie-Down 34 TB20, 7827, TB$0; T83% TB42. TB48: T854, TBSe: TB80 Tension Bridging 6 EGO wigs hangers Top flange hangers availabla in wdths ranging from 5-&N'to 7- 11 UR$4 112" UO Mt Rod Run Tladown System 3$ RTCM RTC42: RTC3Z PTC44 Right Tie Contractors 3.5 TW810; TWBI2, TWB14 Wall Bracing 114" and heights ranging from I i-I M" to 32". 12 iJRS6 518" Uplift Rod Run Tiedown System 34 STC, STCT, OTC -HTC4 Truss C10% 36 VGT, VGTR, V3TL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in'wldfhs ranging from 3-1/4"to 6-70 I$ URS6 314" Uplift Rod Run Tiedown System 35 TJO37, TJC57 Truss Jack Clips 37 WE"08B WB108C, WB120, WBi26C; VA143C Wam Bracing and heightstangwtg from B-1121to28". 36 ZZ, Z4, Z44 Panal SVIoner Clips 8 GLTV series hangers Top range hangers available in widths rarril from 3-114" to 7- 118' aetl heights ranging from 11" to 371. pLir10441-RO "0531-33 9 HB sates hangers Top fangs hangers available in widtherarming from t-WIT'to 7- FL11110447,R 112"land heightsrangingIrom &"to 3M PrvduotModel. NumbarorNante m uy Q"=1on ProduotModol. NffmbargrName EMLLot Oncillipfigin 70 HOLSsod" hangers Saddle hangers avaiafrlb m rAdtharanging from €:.114-to 5719" 1 OTT2 Hold-down Sao* Product Moller. Num bar aritlalna Product DestlrftrMen 1 CSH2.37x5.5, t;SH2.37z7:83, CBH2.37x9:75 Concealed hangers, and heights ranging from 10-10 to 28", 2 H7C10/4, H=C,r22 Hold-down I AHED AdjusNble Hip -End Connector 2 DU, DRU, DHUTF series hangers Faaa-mount(DU, BHU)and 'lap -farms, (DHUTF) hangers 11 HGLT getlee hangers Top flange hangers available In widths -ra lglfg from 3_1/4" to-8- 3 HDO O, HHD01I, HHDQI4 Hold -damn 2 DS=R SDS3, DFC"OW DSCSRSDS3, DSCSL-SD83 [hag Start Cormectots available in booths ranging from 1-WIS'to 3-g118" and heights 718" and heights ranging from 7-11210 32' 4 HOU2, HDU4, HDU5, HDUB, HOUiI HDU14 Hold-down 3 139C Gable Brace Connector ranging from 9.1/8" to 23-16116". 12 HGLT V series hangers Top flange hangers available in vddths ranging from 3 i r4" Io 7- 5 HPA28; HPA35 9trapostyrte purlin anchor 4 HCP1.81. H( PZ HCP4 Hit Corner Plate 3 HGU3,63-SIDS, HGU5,25.605 HGU5.W SDS, HGU5.62-SDS, 8GU7,00-9DS, HGU7.25• Face -mount hangers 118" and la tints ranging from 14"to 3T 8 LSTHDB,LSTHDORJ Strop-stylehold•down 5 HHRC2-2,,HHR04ZMHRC42-Z;HHRC41181,HHRC44,HHRC5.25r325:HMRr;.5.371312, HaavyHdptoRidge Gonnec6ors SQS,HGUS,00-SDS 13 HIT sores hangers Top flange hangers avoidable in widths ranging from 25/1fr1o3- 7 MASA, MASAP Foundation anchor strap HHROde 4 HGUS series hangers Foca-mourn hangers available in Widths mrgirmfrom 1-618" to 7- gilt" and heights ranging from 18" to 26"- a MPA132, MPAI44 Strap -style purlin anchor B HRC1.61, HRG= Hip Ridge connector 318" and heights ranging from "I V'to i2418" 14 HUSTI sisho hangers Top flange joist hangers available in widths ranging from 3-148"to 9 PA18, PA23, PA28; PA35, PA51, PA68 Strap Style purfin anchor 7 LRU26, LRU2$, LRU210, LRU212 Rotten, Hanger 5 HHGU5.25.SDS, HHGU6-50-SDS, HHGU582-SDS, HHGU7 00-SDS, HHGU7.25SDS, Face -mount hangars 3-Wi6" and heights ranging from 54""to 13-1/8' 1D PAI18, PAI23,`PA1204 PAI35 Strap -style purfin anchor 6 L81128, LSSU28, LSSL1s210 Light SlapeablelSkawobie U Hamer HHGU0100-SDS 15 HUTF. HUCTF series hangers Top flange ?rangers available in widths ranging from f -&I e" to 5 11 STHDIO,STHDIORJ Strap-stylahald-down 9 TBE4,TBE8 Truss Bearing Enhancer, 6 HHUS2&2,HHUS28-2,HHUS210.2,HHUS4$,HHU848,HHUS410,HHUS5.50110. Face -mount hangers 1P2"andheights ranging from3-7ne"tot5'.Concealed flange 12 STHDI4,STH014RJ Strap -style hold-down 1D TC24:Tt28;TC29 Truss Clip HHUS725110 version (HUCTF) available foralimodals, having width equal toof 11 THA23, THA213, THA2111 THA218.2, THA222.2, THA413, THA410, THAC418. THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC satin hungers Skswed face -mount hangars available in widths ranging from 3- greater than 2-9/10". THAC422, THA428• THA422-2 T IA428.2 118" to 5-1/8" and heights ranging from 4.314" to15.3W. 18 HWP serraa hangers Top f onge,hangers available in widths ranging from 14MS" to 7- 12 THAI1.Q1/22, THAt2,0&22, THAl2.1122, THA1222, THAI=, THA13522, THAM22 AdjUstabis, Truss Hanger Sized for Worsts Concealed flange version (HSURC, HSULC) available Wall 118" and heights ranging front 5.3)Wto 28" 13 THAL42Z THAR422 Skewed Truss Hanger double 2X and 4Xmodfels; only acute flange Is concealed. 17 HWPH series hangers: Top Range hangers available in widths ranging from 1016" to 7- 14 THJA26, LTHJA26 LTHMA Multiple Truss Hangers 8 HTU25, HTU28, HTU210, HTIJ20-2, HTU28 2,'HTU210.2 Faoe-mound hangers 112" and heights ranging from 54""to 3T 15 THJM24SDS3,1MJM2-S.ADS3, THJU28, T4JU26.W Multiple Truss Hangers 9 HU, HUCseries hangers Fare -mount hangers avaiableln wydthsrangingfrom 1-91110, to 1- 16 ITS series hangers Top flange hangers available in xldths ranging from i -QM 8" to 3- IS TSBR2-24 Truss Spacer-Resdraint 112" and heights ranging from 2-71W to I94hr- Concealed Hangs 516" and heights ranging from 'S-118" to 16' 17 VPA2, VPA25; VPA3, VPA35, VPA4 Varrable Pitch Ctxtnedors version RUC) available for all modes havlrtg wkth equal to or 19 JBseires hangers Top flange hangers available in %Win oft-SM8" end heights 1B VrCR Valley,Truss Clip greaterthan2-06" ranging from 5.318"to7.1141' 10 HUf�Q18119 D5, HUCO1:81i11-SA9; HUCO210-2•SDS, HUCO210.3-504 HUCQ310- Face -mount hangers 20 JBAseries hangers Top flange hangers available in wader of i-91'i8" and heights 00 SDS, HUC0410-90S, HLIC0442-8136, HUCQ5:25#ISDS, HUCQ5:25MiADS, HUCQ810- ranging from 9-8/16''-1013-1/8" W SDS, HUCO612•SDS C w ro V cV 21 YJ K I.JL (A C Q cc O >_ N a © cc dca Sca o1c G.L Cu y � r � :� C CL, � _ is 3 3 ` •or rroi m oo >= ca to c- sa c E C2 CL. r-+ `3 Simpson Strong Till FSC Approved Products upolited l2r"=Qo , Simpson Strong -Tie 2020 FSC Approved Products Updated 1 0Z� Simpson Strong -Tie 2020 FBC Approved Products Updated 120=0, Simpson Strong Tie2A20 F13C Approved Products UPosted IZrA o2P For direct Inksto•allSWapprovatslisted below, CLICK HER e For dnwt.links toldl88TmorAwa]aIstedbelow. CLICK HERE For direct. links loellSOT spprovsisistedbelow, CLICKHERE. For direct links toallSOT owrovalststsdWow. CLICKNERE For additional Irdvrmatran rogerdli9 Florida s Statewide Pralfct Approval System cord Monti4)ade Counly riituuEaradditionalM&SStatmidePry3rcl Norma of Acowlasce (NQA), _--.- -.- _-• r sl tl '"iJadeCoun For information regarding TH APP w Sustain art Mein Nottsof, cs.(NQA,CfreyH=_RE. b AcaeptaR t Fcreddrionalatarmatiom Flanda'sSEaMwkeProduct proval man Manif7ndaCwn reganllh9 M d NyeofAc ranee•NQA r_.LrruuaRF, H law ( } For Flonda'aStatewideProtlutt. rwal: antlMsmfiktdaGou egtudlt9 APP Staten County NcttearyAe taRu•,NQ ,r_irruucnc, cxp ( N 21 11.0swroo4hom Top flange hangers avaiabIs in Width of l VI " and heights FLSIi 18 S1LBV1,56, 611;13VI All, JWLBV2A8, 811BV2,37, &LBV2 56, SaILBV2.48, S/LBV3,12, Top Flange Joist Hangers 9 SETAP Adhesive Anchor lbrconcrete ranging from 5 31B" to 15118 S111BV3.58, S1LBY3 82, 61L13V408; S1LBV4,12, S/LBV4.28, 5A 1 /4.75, SILSV5.50 a Strong -Salt 2 (ST62; ST524SS ST92-8SS) Strong-8ok'2 Wedge Anchor for concrete available in carbon 22 LBAZ sears hangers Top flange hangers available tawidth of 1 -QM V' and heights i Product MOM, NUM bar or Nattla Product Description 19 S1LTT2+I S1DTT22Z, SIHTTI4, HTT4, HTT5 Hoktoums steel and Types304 and 316 stainlaw steal ranging from 93Mfr'to13-118" 1 HHUS'210-3,HHUS21a4 JoistHarmat 20 SAW9T80"SIMST72 Sbapal18milt (10gal 7 T'itenHaI! HiD-1,1,THD-HMG,THD-H4SS,THD-HBSS.THD-CS,TH1)-CS8W Titan HD Heavy Duty Sum Anchorfarconcrateand maswtry 23 LEG3, LEG5, LEG? series hangers Top flange hangers available in widths ranging from 3-1 X'to B- 2 HRSB, HRS15 HRS12 Strap Ties 21 SP4, SP6 stud Plate T-les available with hart head In carbon steel and Typen304 and 316 WS" and heights ranging from 9" to 33-1r7' 3 HUC Q210-2 6DS, HUCQ2104•SDS, HUCQ31C-S08 Joist Hanger 22 tSP, DSP; TSP Stud PlatgTlee stainless steel, or we countersunk head in carbon steal and 24 MEG5, ME437 series hangers Top flange hangers available in widths ranging from 54X' Illo 6- 4 TH09Z TMB3,.THG8H2,THGBH3, THGB114 Joist Hanger '23 STC, CITC Truss Clip Type 318 sisinlese-steel 710" and heights ranging from 9" to 32-1r2" v THG,02SDS3, TH303ADS4.5, THGQH2-Sbw3, THGOH3SE�4.5, THGQ144S098 Joist Hanger 24 TRD22 Truss Brace, Diagonal & Titan HD Rod Coupler jTHD37694RC, THD60g34RC) Titan HD Threaded Rod Coupler for concrete 35 WT series hangars Top flange hangars avatabis in widths ranging from I -WV' At 5- B THGW3.3,TH -4; THOW41.3, THGW4-4 JoistHanger 25 TX37' TrussJoakCwhoictor 9 Tien HD Threaded Rod Hanger(TH082b198RH, THD837158RH, THD'OT=RH, Tlisn HD Threaded Rod Hangar for concrete 118" and heights tanging fmmg-IX'to 24' THD5MURH, THD10212RH) 25 PF, PFB, PFDB, PFDSS series hangers Top flange hangers available in width of 1-QI and heights IR Wotlgd-All (WA) Wedge -All Anchor for masonry ranging irom3 WS" to 7-10' FL111114 3-R5 FLS13904-R5 27 RR Ridge rafter 28 WPsatiesflartgers Top flange han86rsnvgflgblainwaidihsranging from l-91116"to7- hangers PmtluctModel. NumbororName praditrat Dncdcftn JW Prudui:tMdtlel,NumberorName Product Description F4#iS230-R8 118" and heights ranging SAW to 32". 1` DETAL-70 Double Embedded Truss Anchor 1 Cr;QM3-54-S09HDG, C[:QM4.87-SDSHDG, CCQM5,60-SOSHOG, CCTQM3-62-SDSG, Maeonry Piet Caps. 2 FGTR. FGTRHL FGTR14R Girder R$ttr?flkAtichor CGTQM4.92-SDBG CCTOM5.60-6050, CCCdM3.82AOM, CCCOM4,67-SDSG, Sill ProductAWdaL Number or Name ProductDercdotion 3 H18 RIBS, HIS12 HIQ-2$ HurncaneTie CQ D 1 AT-XP AT-XP Hiah-:strength Acrylic Adhesive for concrete or masonry FL#109B0-Rio 4 HE7Al2, HETAI6, HE•fA20, MEfA24, HEfA4i1 Embedded Truss Anrhor 2 FCCLQM3.62G-KT, ECCLOM4.82G•KT, £CCLQM5.90G•KT, ECGLLt]MD3.82G•KT. Mowry Pier 2 ET•HP FT -HP Epoxy Adhttsit'afor masonry 1§ HETALI2 HETAL18, HETAL20 Embedded Truss Anchor ECCL4QM04:62G-KT; ECCLLOM06 603-KT, ECCLROMD3.62G-Kt, ECCL€tQMD4.OX- 3 SET-XP SET-XP Hgh-StteRgih Epoxy Adhesive for masonry Product NbdN. Nurg)� or Name Product Description 6 HGAM10. HM9 Masonry retrofitconnectors KT; EC�QMD5 5OC-KT 4 Strang-Bok 2 (5TB2j Strong-BoR2 Wedge Anchor masonry �0 ^, V^/' 1 ABA44. ABA14R, ABA46, ABA46R, ABACO! ABAB6R Adjustable Post Base 7 HHETAI6, HHETA20, HHErA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5 25 HGUMS:50, HGUM7.00, HGUM7,25, HGUM9.00 Heavy Masonry Hangers 5 Tten2 (TTN2) Titan 2 Screw Anchor lot Concrete 2 ABU44, ABU44R, ABU4$. ABU4SR, ABU55BIJ , ASU5.6, ABU65, ABU68. A66R, ABU88, Adjustable � Base 8 LGT2, LGT9.3DS2.5, LOT4-uDS3 Girder Tledowri 4 LGUM26.2, LGUM253. LGUM2&4,1.6UM28.2, LGUM28.3• LGUM28.4, LGUWI0.2, Masonry Beam Hangers 0 Titan HIP CrHD•H4SS, THD•H6SS, TH D-CSBSS) Titan HD Hnvri©uty Screw Anchorfor concrete available to 304 W ASU88R ASU1010, ABu10.10R. ASU1212. ABU121.2R 9 LTA2 Lateral Truss Anchor LGUNI210-3, LGLIM210-4, kGUAf4S. L-GUM48, LGUM410 or 3I8 statlrless steelN7lh hex Read, and 318 stainless steel with 3 ABW44Z, ASW44RZ. ABW46Z, ABW46RZ, ABVMZ, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, METAtfi, METAtS, META20, META24, MEtA413 Embedded Thin Anchor Strap'Ta 5 MBHA3.12A3.25, MBHA3.12111 25. MBHA3-66/7.25, MBHA3 5Btg.25. MB14A3a6111.25, MBHA356M1:68, MBMA3.y6114, MBHA3.66/18, N16HA3.56M6; MBHA5.60/T.25, Masonry Top Flange Beam Hangers Titan Turbo countersunk head. Turbo §craw Anchor for z 4 AC4, AC4R, ACE4, ACB, ACAR, AOSO Post Cap 1I MSTAM24, MSTAM38. MSTCMII$, MSTCM60 f3xMawnry 7 (TNT) Tian concrets or masonry 5 BC4, BC46, BC411, BCB, SC6R, BCS, 13CS2-2/4, BGS3-S18 Post cap 12 MTSM16, MTSM HT5M11O, 14T5M?0 Taoist Strap for Masonry MBHAS 50/8.25, MBHA5 5WI .a5, MBHA5.50M 188. MSHA5 SW 4, MBHA5 50M 8, 6 0844, CIM. CW CM, CBt6 Embedded Column Baca I MBiAS 50118 ICU 7 CBSQ44-5D52,CSSQ46•SDSZCBSQ613-DSZCB8085.8DS2,CBSQ88-SDS2 Embedded Column Use 6 MBHL I8.25MBHU356M125;MSH43.5t/11,88,MBHU356M4,MSHU3;56h6, MBHU356H6 MSHU550192rr, MBHU5;50111.28, MSHU! 5W,14, Masonry BesmHangers FLm6937-Rs � `v 8 CC, MO. ECCU Series Poled column capaWth WI ranging from 3-14'ta9.11'2"and FL#f149&R5 MSHUb:6DM1.%3 W2rangingfrom3-50'to71/2" 1416HU5.5tN'118,MSHUCrAWe Sealer ProdudtModALNumtierarNam I+roductDescription O 9 CCQ-SDS2,5,'EtZCO-SDS2.5Serles Screwed column caps With Wlranging from 3.114"tog-1/2"and Product Moidal.Number orNema arduatDaecrlotton 1' X34B101r35K.X1$1016,XISIDI8.4K,XQ1S1016,XQ15101641f 1E1018StrongDtivalCMafaISelFDrillingTapPRgSptWrsNkh#Ki L WV2 ranging from 3•rv16" to 7-112" 1 DTTIZ DaokTenaion fie Drill PC" > CL 10 CPT44Z. CPT66Z, GPTSBZ Concealed Post Tie Base 2 HD12; HD19 Boned Htldo cos FL#19915-R6 2 XLQ114Ti224, =11481224.2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping /1 11 EPS44A EP844, E;PS46, EPBHB Errdredded Pat Base Embedded Post Base 3 4 HD313 HOGS, 107R HDQB HTT4,HTT5,H7T$-3/4 Bobd Hold ohs Terta(onT(as AW Product Model.NumbarorName ProductDeacrlotlen 3 XMQd1461224,XMQI14B1224-2K Sonews with fly Drll•Poleland Large DtameterHex Washer Head 41224Strang-DrivaXM Medium -Head MetalSel+Qrilling, 0 < 12 13 EPS47 LCBU, LCBN Embedded Column Base 5 LTTig, LTT20B, LTTI31 Light Torsion Tien 1 SWM300, SOWV22338,SOMMS, 8DW22458, SDW1122W0; SDV1f22600, SDMOW, Strut g Drve SDW EWP-PLY and TRUSS -PLY Sla'ews flapping screw YAM #5 [sill Point and Mod turn 0iamat r, Hex 14 LPC43, LPC8Z Light Post Cap 66DVM834 4 X0114S1234; ?(Q1146122i>2.5K, X11454224, =112SI 24, XQ11:201224-221t #12-24 Sttgn9 Drve X (Natal Solf-Drilling, Tapping with #5 Drill Point V 15 MP844Z, MP686Z, MR884Z Moment Post Bass 2 SOM IS450; SDWCi5so0 Strain g Drive SDWC TRUSS Screwy 16 P844, PB44Ri PBd6, PEN, P5$6R Embedded Poet Base FL#13M- ,9 SDW419WODB, SDWH1940008, SDWH49(=DB, SiDWH198006B: SOW1419100ODS Strong Drive STAHH TIMBEWHEXSewowv 5 XU34S10113, )(U34B1018vK 010.16Sbong-DriveXU MetaI,Sol-OTtling, Tapping Screws With 17 P13S44A, PBS46, PBS66 Embedded Post Base 4 SDWH274WG; SDVYH275DOO, $D1NH278DDG, SDWH2710o0G, SOWWH27120DG Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 16 PBVB, PBViO Round Post Base ProdNumberor Name Motley Product Description Sla Bob, 5 SDW51621;7, 9DWSI63(}0, SDVYS16312, SOA-SI0" SOWS22400,19DWS22500SaW922512, Strong-Dwer SOWS FRAMING Screw SOWS TIMBER Screw Grade) O 19 PC44-16, PC48-I8, PC48-18. PC54-18, PC68-76. ERC44-18, EPC45-18, 92C4&IA Post Cap 1 Sabown, FSSTIftZ4 SIMx30 Anchor B SDWSIMM, SDWVSI9712, 5"DWS22800: Strang-4riveUnterior EPC84-18EPCB&18 2 SST$16, SSTB20, SSTB24, SSTM� SSrB34, SSTB$6, SSTBi6L, SSTB=L,.6STS24L, SSTBAncbor Bolts SOWS'22800, SOVhIS MO, SDWS221OX SOM22110Q SDIA9=I200,.SOWS221500 FLtRd5340-RO L 2D PCAZ. PC4R7, PCBZ, PC8RZ, PCBZ, PC8RZ, EPG4Z. EPC4RZ, EPCeZ, EPOORZ.:EPCRZ, Past Cap SSTB pL 7 SDWS2250DDB, SDVVS224CM13: SOWVS2250006, 5DWS2250DDB, SDWS22800013, Strong -Drive, SOWS TIMBER Screw (Exterior Grade) EPGBRZ SDW=I000DB AMAPjgd el-NaledarvrNamir 21 PPB44-a. PP644.6Z Past Base 8 SDWS2=jZD66, SDWS22512QSS OutbnorArxerua Structural Wood Screw 1 OSSCB43:5_ DSSCB46, DSSCB48, DSHS Bypass Framing OrAStrut Connector n' v'^� 22 RPBZ RetrofitPost.Besa FL*I-WT2•Ril S SDVAM3WSS,SDWS27400SS;SDWS276WSS,SDWS27OWSS:•SDWS27KIMS. STwgDrktaSDWSTIMBER SSScrew 2 FCBt43.5,FcB45,5,FCB47.5,Fcaii&5,FCB4I15 Bypass Framing Fited.ClipCwftocbr SDWS271000S,S, 9i1WS2712WSS 3 FPHSM481016, FPHS034B1018,. FPH W34$1fAl"K. fPHSD34S1214. 410-16 and #12-14 Strong -Drina FPHSD Framing-m-CFS Self- � v, 5"X ProdudtMadol,NumbergrNo" Product-awor9bYlon 10 SDWV13400 Strong-OtiveSOMSOLETO-RIMSbrew FPHS034Bf214,FPH$03431214.51( Drilling, Tapping screwis Ft aHOBII&M 1 CMST72, C-NWM4, CMSTCI6, CS14, GSie, CS18, C520 C= Colotl .nape 11 M22 Outdoor Ad" Hwj Hnd Wnhsr 4 LSFC225; LSFC4 25 L,SFCO.25. SFC2.25, SFC4.25 SFC6 25 Stool F amine Connector � M ■ ■ ■ -2 HRS6, HRSS; MS12 -FHAB;'FHA9, FNA12, FHA48, FHA24, FHA30, MST128 MST136, Straps 97 mill (17 gi3) 6 .26, LSSC4LSSC8.26 S 25, SSC4,:Z5, SSCS25, USSC2.25, M5SC4.26. MS$t6.2¢, Stoat Stud cormootors §.A&f Praiduct Modal. Number or Name Product Description MS'T148, MSTIOO, liST172 SW ST27. S1MST37 S1MSM HTSBU, HT83T}C Heavy rWirl Straps FLAII&M-1113 6 MSSC4.25KW. MSSC6.25KW RCi4VM, RC14W5.5, RCKW7 5, RCKW3S RCKW5.6$ Rigid Kmee Well Connector 1 FJA, FSA Foundation Anchor 3 KT316, HTS20, HTS"24, HTS26 2 FRFP Fkt Retrofit Foundation Plate 4 LSTA30, LSTA36, LST'149, L5T473, MSTAfi, MPTA12, MSf AI 5, MSTAi8, MSTA21', MSTA24 Straps 43 mil (16 ga) 7 SC948.5, 9C845 5, a0647.5, SC549.5, SOB411.3, MSQ5416, M80847.5 Bypass Framing Slkle-Clp Connector 3 OH484 GH46.13w 0H484, GH48-6 GH410 6, GH410A GH66-6, DH66-8, .R1.10". GH6& order Hanger 5 L5TA8, LSTA12. LSTA15, LSTAI8, L-STA21: LSTA24, ST282, ST212Z ST2115, ST2Z/5 Straps 33 mil (20 ga) sea f ProduatMatiol- MgMbbr.or NaMe Product 2tMMWn B SCS32.5197, SCS62-5I87, SCSO2,WI13. $CS8Z51118 Bytes Framing Connector 8,GH6i0-t8,GH6103 6 L.SUB14325,SIJBH3.XMSUSH325 Bridging Connector I AS18.A$IW;ASISS9 189wTrussPatas 9 SCIA.25,SCW5-5 Head-of-wellslide.CipOarmactor 4 GLB5A, GLB58, 01.35C, GLBSD, GL97A, 01.876, GL87C, GLB70 Glukm Bearing Pate 7 am Lateral Tie Pate 2 AS 2DHS 20 ga. High Strength TNO Plate 10 SJC8.25, SJC10.25, MSJCO2fr MSJC10.25 Steel Joist Connectors L 5 GLB'r512, GBL-T812, GLBT518, GBLT61e, OLST520, GBLTOM Glukm gearing Plate 8 LTS12 LT516, LTSIB LTS20 'W22, Light Tww ist8trapa 3 A920 20 ga:Truss Plate 11 SSB9:SIa Bypass Framing Slkfe•Gllp ftut Connector 0 e HGuaA, HGLBB, HGLBC, HGLBO Heavy Giulam Bearing Plate V MSTA30, MSTA36, STOZ15, 5T4224, 5T8, 15i-I2, STI6 MST =. ,M$ TC40, M5TC52 Steps54 mil (I ego) 4 ASHP Rings Pate Connector 12 ALSH3461414, Xi:Sh178B1414 #14-14 Strong -Drive XL.SH Shouldered SdFDNling, Tapping V 7 HOT-2, HGT-t HOT-4 HeavyGii darTiedown 1D mIsTc6t, msrcn; GTA239 Strapse8 mil (14 go) Straws � W 6 UFP10-SD68 Universal Foundation Plate 11 LITS112, MT916; MT51$ MTV tw TM M7$24t,- MT9r30C Nlediumlwkt Flraps 13 X0191010. XQ1 Bi01&4K, XQI81214. XQ101214.5.5K, xg78S1224, YXIZ8012243k, 410-1S. 412-14, and #'I2-24'Strwfg I)rIve X Metal Self drilling, � �+-- 9 URFP Universal Retrofit Foundation Pit" 12 SVI , %affil .81, SW.0a. $W,37, S1B2.56, S182,66, 8183.12, SA3'i.58,6183 62, SIB4,06, Top Flarma Joist Hangerm Fj,#t6T30 R4. =11481224, )=14131224.2 5K, XQ11291224, XQ112BI224=2K, )049101 R-91K, X1S1010, X181016-4K, X1S1214, X181214-34K Tapping Scream '13 51B4AZ SO4.26, 51SC75, SB5,50 Sill SeAat.12110., SMA2,12FI2,VBA2.12114,SMA4.1e*,SeA4.1WI(h TopFlangtJootMangarb 71112 Prntlaat1rlodal_NfmtherorNante ProductDiesiodotion Z J YBA41OM2,WBA41W14 1 ET4IP Adhesive Ant:Korfor cxmcrete Z 14 S/H1A HurficaneTle 2- GAC, GDP, GDPM-6a, GDPM 75, GDPM•100. Gon GW-5Q Gw:75, ow-im GTH Go-ac81atedfasteners and atmemblin a 1S filVD88, S1H086,SMIOS, 841011013, SIHDIM SMD166 Holdovnts• 3 PL)PA, POPA-K, PDPA-MG. PDPAT, PCPAT-K, PINK PINWP, PINWPIN, PDPAWL, PwMer-actuatedfasteners, threaded studs, and assemblies 18 UHDU4, WHDU6, SIHDIJ9, S1HDUIi Holdowne POPAWL-MG, PSVL3, PSVI.B.K, PCLDPA, PECLDPA, PTRHA9 PTRHA4 --I 1)r S/JC:T,S/H.,1CT Joist Hangars, 4 SET-3G AdhssiveArlchbrfatonctete a SHEET NO. May 27,2022 PA 1.2 .Ie YYN_I_�.L..Yli.l♦Y ,u �.,1x135_4L �� eee 1' 11 1}I 1 I P41- 111 W U) C0 (D }J W U MIAM a -n CO FGT .I�us P+G' `. � Ius. N }' "a Emm t a"ZONU rt. ftet+ PCsl ea. � O O- p O0 f lades 51�1 d S $acm Nt7ME M LCCE i'ANCEAWMN" Ma up Ir Onf. E Of AWCIL ''T'ANCE: E'fi MKNTCIL C CU DEPAMUMCWXZG TZATMVAI4x XCMiltBCVX$DPZM AMA3 175 14714 bQAitDIIiID�.'[�E ?34Sg I�It t i f 7So ms-2S ! 3� 131f-?S * N4TTCE.4CCEPTANsE'3D'CESIIT D. QCALII�' AS -6-0 .�.... (n NOTICE OF ACCEPTANCE _ CiA w 1. Efface sad mtdt�r gt�erns'VC1A A. DRA�PPIAtCS B. ITS (�an�yi) � _ 1 I�ta�de R�cg�fa�p Eoatua�te - + sad cn � 0 -p FG?. lac. 1070 TtCbKbV D1*M L_ ��'s tl�e tit It � 5. Test on on. l y Airy Teat, per FW3 TAS 994 �+-�"�j--�'`,�'�'�f�.j��+ 0 2 �" N = ma4 -north V }Im34i15 ,�TS/j�... �y �.4y� �T y /�/ ,/y�j (JJS1009W `mx XGA 10 11-0 67. '-i t� ,{* _iar I��.. /+-�•Y��. ��1a{ 2) V +7�a4 A � , FBC, �7.�.f02-94 L � �CERYWC+l7.+iVJ S = 1 , O Scan-, 2: Dnw'ing No.1045?`0A, titled'-kr yl 1� GUS DoofNO 4a' , � 1 3) Wat�� Vest per "C, TAS 202--94_ 1_ Notxe ofA a . - No. 15=�18.11 i tt3;Tislotti � IY.ia�d � tlzca LL cp p %+- ICU 'Co Tba%NOA i ueAn derft vVp�bk mdteVU pava�the ufe oas�at�ritts�e tht�n _mil of- prt�cad� >� a , dated ll did: w�t� A dated -7 P_E 4)1 14Lasde k%W Ted F:BC, T 201-9� 5) �Cyt`k Wind P age FSC, TAS 2W94 ''4V P� C E�trier Estra�n� htt1Ym�% � Daeis'°, .hated 0$f33t1�, � 09/301i9: O ' N 0 O O dy ad s a d a epted trf i C tyr - �odt t C at 0410S ec1 nd i y A. Lyme. _ per � lbe m iDade Cawk we byihr stag (ABT}. 4)Ftl d rTet, pwFBG, TAS 2Q1-94 � 1 Not to �4�rmptwztWa I 2bM d tc�'i� �I. edfordi a TE JE In 0 CU Q This A bdthlstotbe vsJ s tt�e t#afesbt dbel4tup _ I'he I de . lroduct tlnarat S h�n 8. T5 alnl$ ► d- drarwat atmd tsget tl ffyi s ding g 3&5 41oe ,pad 1000 Tm 202 wW ice. 5lastdes PVC ExWUr EU mnons far H L2 Cn Q D a crtt#►eAHit aoabsognathacti atiDadGCaout serve ttce right'to have thus 1_ Test tepott gat 1)U'3tifoam^tatic.AirP*=e Teri. peffDC, TAS 202=94 b Ft tooth Testing Lab. 1w-Teat iRVW No-TTLIS49, dated 11M5, dgvM and unit Dotd�t��", d avd 12/69A6. g em 12 291ZI_ ps ct or tesfedfar htf _ It ormaft nit fads pet fhzes cepse� dit �zw Mo* kvxtTen perfW. TAS 201 s by d OrteA P. E. (Teg Marti w4md an 12M45 and 01146) 3_ Notice arAz ce Ne. l 2&i5 mgwd toVisitan Extm%Wn Li nikd fbrdmnr man".iite w l tttlu�cap eofavoh atttl�e 1$7t min t it�esr e. a jr, ur " Cvc fic-Wm � . , - F' 203 � _ �P� 6_ � �t 1) Atr �infii, per FRG, TAS 2���34 Coat �'aitttf~d or a�t�d) R PAC Pac�•iOs' Etbu�t� for d tbe.ue sri? stsdt prs�dut't yr serial �i� theft es� toe z t¢ ie°Poke 'this .. cc itss dewh Caot P�a�iacttw'a ectxa th prod ia41t<tr+ _ ad -gip a - dam tsf s d 2 Uttif�amt 5ie As Test, porl RBC, TAS 2ti2 ll+rs and llaors"t date 08E13 S. ep 13t?+')9_ 12 . ��I� ����yy��. Mee tbe r t8 V7Al[f code. by, Famnab-M r. *hW,_ Tat �No T d i� W15-. ���W�t� � �r per .+ �ac}�.pTyA��*�a�r9-94 4. 1*v ���w�-a.��,�y�,a711.02 tO rGIF ��;t�USA, = a Yii��$�a�Fd�+F�a�b�i i�,'�Ci�1 Y7Yc a'W+ale Wes= p7 ,,n,�7. �lpd by j� � P_ E_ (Tat =pad �' an Vim' 1.RV 16 '� � _ �■ 2. Est v*od en .1) LL �i NVY Test, p of F.RC, W 20294 �4 4) „a ' � #eA pe[ FBC,� .1AS 1 5) Cyclic Vind. Prmw Loadingpe r FW. TAS 20 fAAt��, �gtance �. ihei - 3 A_N �J7F7i/ and �.e Ea fti � � � A�, dd"'Y73HiC� ���L+��crr•*� Extram for Vftdows *W DoorC tea. 09n5f16: expffiag ea ONW- 1- 1 kt Ve list cif qe zrfae. DISC TON. Series -' 7W1TX"'41k �.: m Dow * ra 9V & 13.0 s T_.!! �_ ', 2} � SWic Air Ted5 ,. p FBC; TAS 2V -kp drawn aftfl i tion diag nfvinyl s didg dwor=� 5_ NaticetfAcnVtzweNn,1�6-417]LZO4 iW" toENERGIF�S�liofts.USA, _ _ ., �, Amok AI,�DC3CL11d1�'+�: lie. m-SmA Rer&fated Vusyl,%dUu jM mDQorI� 0A(I.Ari} , 4web 3) Water Ttst,1� FBC, T_ S 202 94_ 4 .. � t per FBIC` TAS 201 4 �� by F Testing Lab, 1w , Test. Krpoo - To. F?L #53, .dated.1�15; and - � L1Y It1�$a� �; P. E (Tea tee � i�t {#2✓1`��`�Q3t�j Inc. fctr V= Bmnze and Lighter fides of Cop Coated Rigid PV CE for E'%U%doas faar'W%4ows ate DoorIsI`' doW 00Ii1.5ttk - 0a t3 64M. I *wu 2i af2tt�'tTra�F doedl /ity O_MSi wdtad n tlM112L B atdta by Cyr Vint know �gpterFUC_ TAS 20344 � 7: Test at a't od 1) Lti O= � Aw � Test. PmFBC, TAS V244 . 6. INS of A� 141o. �8-0712,t13 rss d toEwkai F tin •USA, A- Lyta�A t1 , P:E., beario�g te-I3sdeC�a et ssvas Se vas Nc c�rof *yft 6) V j! Ted, perMWz TAS M-04 - � I.�e � �npac# Test petFBCt TAS °�''01-99� .It1Ee. ft *= � P'�-C' Eli`�tls for Wkdows. D'ootsr dated &-Va4eProC * Aaeen�a�ra� �si:� �dxeimi-L�de atlrPt�ctQ+cf+Csra�t �rtioa. I�tP RATL Lavpvw u mkint hgwt *49 -W inp a4 tiot ofv t yl ~ glut d6m pupae 3) Cyac Wind P L+na�gper FBC_ TAS 203-44 DRI10/17. ep'mu On 8123�3S, wr cf mat . byFm t Tito Lab,1W,, Test Xqftt No. nM &W ditead I VW5_ signed and a wft=Aed t d and won e3 of vwyl sti og s Am, peep d 7. Test ieports 'Io(s) 10ImM-79W 10 t &MM27; 535753-Fib, pu ASnW-54, LiaaofiA beak I- See tebte t ( D =d � 2 (s�tA) isfit'appfic" SM,snit swat, deaep pma ns sr 4� ty{ 1 * I , P_ E (Test . og flies ft` sad t32 3 �" L11b1 } y Testist Lab , Inc- Tact l epovt No. M 0639 des A-1 tugs A- , dood AST bIM ate ASUO- 63�5, try EXOVAl to lutists Eatt�s far �celibsk. to B-1 �- 7 ha out eels io li ttuv 16._ - y , . , Tffit W an 1) Air Testy pa FBC, TABS 2 - 2) icAs� T�,1- C, TAS 20244 1119/10, ands Jett A tom, A.E. S rb r 'mtd J114' f - r r c aapos tea a1 ( ba red undarMOAN& 11-01O _ FM Tan oz- ) e B � tt ea�> [Pvc�� U �.Y�i1 + ��y�.{�� Ry�.�j�� yi/� Test, 3). Wider ��fM1. lest, per aW, TAS � Q T� �.�j�.� y�� ��j� T 1; j��iton 1)Am �$*mtma Test pmiLIC 1 202- ��q � �+�y��p r .�.�.� j� �/ �y�ypyryp�� ��R }��y�,}��� �� NotweofAcMtwc.Nm 1 6.Il1 L to�7' cs+M.Y!imt Lw-fo dwii 3. Elms �permAie�doonnzzideoapiyvrAni s iv ►ar t�itperMieq mt, mvp ]e_ 4)1 xV �e I: �eatp�FSC` TAS L-St4 ? Unifim StawAir fivemose Tea, Vu FBC. TAS 302-94 tryQaW, (C'�eat+;and WlkiwInteri"eT an.EY1704J10. . Foie tvralttuader sedate epee+ to be r ovim dbgr ofiletai 5) Cyef e V and Fitt Loper FBC. TAS 203 3) Water Rt anae Ted: pa F`BC� TAS 202�! 9_ Nowe of Aet4t a No.16-1117.01 t it to $cttway Aaaar lw_ for fir L. Cr:1;n+eh unit + s p rat isbet w t#u ec It4 ' ccanie or hQ . c4, %Uk sad se 6) Feed Ently T St, perF$G, TAS ?`#12�' P4 4) 1xW VzWe loVad Tint Va FBC, TAS 201-94 "TrosdaM iihtacleat� Char and Color PVB Iuki*irrs . erpamg an 07 0&49E. r*Uareisj&.atart: *M wtklti Maftd-up i9tamissgs sad nalbtutes zizWamn Etfvfixyl 40ift .door:. pq*ed Cyclk Wind Pmmw Laud per FBCy TAS 203-94 PWW WAL of thisNOA be card a jtneFWti a{ vatm bss beeafitedaar ewm bats t>etd'ati by F'eantradm T stmg Lab:, loc. Test No _ FTL 9547_ dated 12IW15- and - - � F Test- � TAS M- 4 cbaage is the srppGcabt+r�-codeaertiveiy affm mg dw pecfa�ce of tb*pm&K*. sealett tay -tie ;k P_E_ .t ort- on 0211"6) a g wdhoratlmd dt - and cttagtam of'vinyl � gfass doh I. Stag off wish TBC-5*Edition (20A and FBC40hEdidon ' tkadate arif due hasbew a rev op yr nt the TES AIZO�'of0= ItNOAmM occwafks tine e c8az�r 4, Tot api t tin 1) Air ift Test, p trFBC_ TAS 10.2-94 by F xtka1estmg Lit, Inc- Test Report No- FIX 633'7 (samples A.1 A 5). dated C=01'�, Waxed by �tu�, dated DWIVI7, d & w,*d-by Lym F3w . - 2 U � Aar � Testy , C-. TAS 202 i - �„, I��Qv and 9Pd °',! A. Cam, P.1. f. '�ih'R �l1Nt�il�JVO1� 3�6L H- � ..._ � �tEi f?f 3�'� �.. dI$1!'d S%1 7,• ffi5ik'd by I111�t1[i�iiF�'itt�r far lea, s ertt gor myotbt tpmpt mA A �ahty - tiitisNC}AFailt eat. cvmp3y v any sectim of ab NOA *Abe cam for i ocean temamd of Nr0& - 3) 9w+'afcr 3'estk, pet FBC;. 'AS 202 4} LAW Ma& .bMsoTtst Per F US 201 191ar , searlerd by Lyra Mtn p . 3_ latier4I COAV MM pea tie awe test sepmta. AmTRT1W-Ma LN-T., I beNC7Aanmbwpmededby Itit wet* Km -Dade, Cmuay_ Fktu a c A fn U me4bythe .5) €'ytc Wind Pmssure LawfiWper FBC-TAS --303-04 C. CALCTILATIONS. 4 RLR.Test ftWaW No.17-D397. dated 05iDS,q T. wed ley d%a j C P1_ %m4atezqybe&q1zymdA advieftfthkisAwsm Ifanyp+outioaofd6rX0AfsdtsphynLthen it shall be 5)forced EattyTest, ImTRIC T'A'S30-94 .1, A> �tamea3 tic>��dst� �, vPi�FBC �U34, sa its esftarrtg. along -W drawwp and illation dOOM ofv yl Odmg S d . - 7-� F i#.�� 12�A9JI Satntt �t s�r,�,td Lev !.� lfa, �-�c1 �kd by �'oEC' ov: A C af`ftstnt eNOA 3h W ri&d to 1twase 8se or* wd °3+Y °" }.�F T Lab, , '1'rst VI , . �it No.. FIL l� dated 12�, a ;, p,E, 0 .r atfidt'rNt%41�'t 1 -1 I1181 �, tR �- 1- Notes tI€Aa i11b 15-%�%Q.Oi. tad 3o Ptai 1 tit Se9�es be *vs*"e� fa insp at.tbrpob atthe oft a t?f s1 d F, steed 1IT1421 ot1f ; R E. (Teed .� � on al �Itl and QN1144 - ( ,r � ,.. ASTMEa-130Q-t19_ t NOA revises & reaetes'1U►.4 20 0429.4i5 and cabsf of fl as zv4ewe paw i-1, F.,2, E-34 4 * s s 11k C. � r� a•• � � *�! � rdw E-T,tc E4 u weU as appmvaI daaemnrmmem aMat I k p:b. F The sut#rni ed sioeaameat9t on irvseared b1* Isbaq E tCtswada. $�. Frodaet "qt ] I Product C*Nwet ult 5 Ornds, codwF l Via sm cc NOA Na 21-0:Ma,J Novk %6. i=o.A# 3 MA. Y6. ;1 A205,63 Ntl� ems. 2t-f12Q ; Z+irs�tW* named April A'202 f iLen ra. _499 t 4 024 Aartil 243 3036 o EsptrA##eat liar A►pra'i Y�#, 3f1u2fS L3 ` 1� q .k, rorsl ifei at't5 = . I ApprorgI DAWNrara:s' 2011 Approvs) Doti starch 18, 2421 App"'rk 11hir. A3o rtk 2C al3 N a m Z ,R A i V iglWutil+as'.�. CGI Windows; aW Doon'ftc.� W' Udoswits, Um r4onY� /�r��+� /��` �+�j',�'�• ��*,�`�� j�t ��j'j�/� E o AL, \+ikr l-�f j'[+ d+=-IMMIili t.SUR ' i"si! '7��"�'�/i� ��+ �j/1��' g` �* ,�Y� �+Y 1'RV..� M CW AVIIA ..rs� EVWVX1,r:rs+7�� �{ }�,� /�� i }'+��'� �'{�/�+�� �^�'�I��y�(+ NOUCI LA _1�'i. -PjU3\ ff_- it l i�/L1t1.-is r3l D 2. F.""ce Sub uwkr prtwioas saber E. 1tdAXERTAL C TffX-ATW ( Benue) 3. New Nunes 34binitted 5. quana.,pal Sumer §gam Standard with AS'TM C'5151%1 Coaducth*y A. Di1ANkT 'GS 0-$81 BTT(J-W . 4L F.IM F 1249 -pegs, ASIM,03995 AS IM E & DRAWINGS L Drawing Na. MD-5570.0.ReTB, titled ` VM34 SU tig Ghss Door N€lA. W. sbeM 2190 I_G-DurAifity'-1'4 o Pas (S'Afblf kkd 1tnderprm*ws X0_4 .'F* 1YS. O9 83) 1. D=wimg o. MD- ,470 6 RtwB. tided ` V SUM Gbss 1 NOA OW, s 1 and 1W on 1 Wou& 21 of 21, ,gfgra wd by dated IM5l 5 teed 04r-?r20, sigh and sew by A -Lynn Mdlm P3; 6. Q=ft Patt r", amolying *iiflt AMU C513 Dwond Condit 2..22 BTUW 21 of 21,'p apafed by m=diduw_ dated.1t45115 and tact ATiwd on.4201 1, ned and sealed by A I.�Mitof RE_ B. IESTS br_fV--"F. ASTM F` 12�49' �:Pars6. ASTM D 1434 .argon P Fass, SIM E �. ` 1ale�k�` � Lk�f' '.� '� 189 I G. No F ' ASU( E 5 ' 1 P 2 itt. 48 Notes Cons7ais ttp of a stir wII 5t'li�rr w DSt head. S� I. Test oparts oa i) Alt Infikofim Test, Per FBC, TAS 20-94 (S"v+ letta d tfad& A10AMo.1 +�'40.05), B TENS 2) Unifomt Statirc Air P €e Test Loadiragper FBC. TAS _V2494 _ Visda EiMauft;k Ltd- Pads tolstpty" with PVC :kAMA 303-13, Volta r 4vmf=Jfion I. N onc 3) W2W Resistatace Teat. per FBC. TAS 21M-94 for Rigid Pq�l � {P`VC} F.a�oar Ft s far Vida►st � Ltd= V :1 by 4) Laqp Mee Impact Test per FBC, TAS 201-94 AAMA F F, arPftJ LC` n (S►rbda ataref ll►' . i4Ta 5- C. C 43 5) Cyc Wand P� Lc�ingpear FBC, TAS 203-94 along wsthm=&ed-np drmmgp aped diV, =efal1 PGT bduitrim Inc IL `V'idon Ektmsiom. Ltd. Putsco tpVing vOPVi . -AAMA 503-13. YCLTLA?FQNS 1- N°� . CD kmw yD*w9791adD�Wkwe. 1d! # t 5ab d•4.i 1VaY ISJJVI. 51 Qu - D. QUALITY.A.SS RANCE CD prgmr'd by F bs T Labmio g, : Tel Repeals No_: FIL-707 'PGT PW5520 PVC Window (>� 6 at p Mosd). dated 09103114 9. FVC-.MAMA 303-13, Volo"y S for Rio PdyS�yt C (PVC)1 Exterior Prouty' m V-sm Wit: Ltxt_ 3 by A.AMA Fla► I-tew Pie L. �dc D t t of stay amt Fir R� jTCER�. 20-210 PG SGD78Q A1taeitn S • ` Glass Moor unit 7 in YU,10- FFL- .17.1, T tsr�g ( prog� C�ion Pwgrjm - 2107,24 PGT.CAMO Abma- Qutsw%gCzftwd Window (unit S impappm&D F ,20- 10- Notice of AcoqUace No. U-1217.14 issuedto ;� . Si : USA, Inc-E, X Mw4:iER%43► C TIFICAT S ICU 2107:3, PGTP 620A Aka�tma Ff Vrmdaw (ma g >a .P a� FTIr'20-1207. t, 'tom -ran 300 pit 1t4't shad (nowwW) White PVC E3*r E:�s I_ N ofA.�e `Kb.19 &02 is .1aXv ra�p�,.4vi e*0, bit. f nth& "Trams � pGT." 762AA Ak=k= Fb- and WWm (unit 10 in p m"W) darted 013120, ab sigma wh4ow shad Dsors", nt t 4 1 _ Ltttr*&jwj C3ttr„ a" Cyr P"VB G1ast~ Tu la ; an 07M&4- _ CU O L- and sealed by Ugmis Odega, PE_ it. N 40A tarim No. i&{ 112.Ol its to I Fyn � bn Bohlen, USA, Its C Ufa' DrQa 2. Notice of��coc. ,���� Wo-17-080S:02 imued taKwaray:4nn*ikInc.pi6vt IWSeUW� GIRIMhorkyer r: 0rtN/B- > 0- Lheir � �os' E m T�JYd . an �4.1L',a!' ) an C. CALCULATIONS 02t BIA 3- Natim aAcc Na: iS-11K10 isstaed to Vtsum TIMankis I.i d fm their O Q 1. Antes VWBMM akWafiims apd stmctal analysis, cotitplymg with YBC 701 12, No doe of Arqqftwe Nv_ 24-0M.03 uvxd to EaM Rites Salon t1SA, bicfr Coated,foalotidor Lawiuttd) RWW R*M P%"C Exadw X=ndao brWi4dows LdWm f 2M dated WX?. C2 pvpaited by mam sbdwer: sign and shed by tlm 'Bromin & ftht %ha& cap teams ,bite 1W PVC E kdor Eatfmusn for aW Doroas' ;. egiting cn-06 -24. S� V AfsdmyLymaMdkir P.P. Aftdotvs atnd Doors". expidog oa 044 5_ 4. Naticr of Acceptawe Na- W1%t18;Zi a ed to 3r"sr a Ea ssio ctr t 2- Ghdag emplies' t ASTME13"44,-0!. -12 and -16. "4'E 100 Tan 202 md t*;'shades n-'4�) Rigid effoin PVC F..utcsiar D. QD,'t►LIIY A'3S BANG1~ F. MT MIS 'of Evro for'Rraaeiewvand Doors"T � on 12129/21. O Mimi-Dadetac Dgm*W nfRgala�'-,mdF�amdc RYsswMO (REI; 1. Statement Idler cueF to W 7*, Ediden (2020), dated 0412,21�d, scAwd by aid byAuthottyLyttn.MM a, P.E. F, SUTEbffNTS CL E. 3LATERIAL CMTHXATION'S 2. Statanew letta r of no, finumtkurest and of mdgmmdstitttismmAby adu=. dates L SUtemzt letter of confannaw to €BC 7te Edisian. (10201 dated ±02 WI, imued by N L Notice of AccgAmzwNo.10,03: _02 asued toKuway Anwrica, Inc. foc`their 04,4V20 sW" and sealed byAmh rLytm.Mjff, P-E_ fatctf i_seaied fiy An tyLyttt M1 P.E> (n ° Tr 'on irseie w, Clear, and Color FVB Qass bderkyers . on. 3. 1�f�ra#e I� A d PG'F dateut t?3i3 15 �i wed by a� 2 Private Labe* Ag rwmmt Hatred 03 DR/21 betwaii PG? Wustm- be. and CM CIO 07OP4- � pratties, Windom shed Dom Inc_ Mped by X Rt RE, V.if_ on btdiaX� m 2. Nonce of Aclro� (�� Noo.�717�8.8j11W0(2���ismw ttoKurmy mat; (Inc. ferftir K�sa, latubwer 0710T7a ��t - (C�ir � White) Gi ' aapW on - � j�r�(� G.. Ail`HMS G. a. 3: Notice of AmeptAna Na 1S-110C10 --isso d.ta Vim FZftU$WW Lkandi for tbck L Miis ]40Aivvims YOAB I7-o42(Li ir(PTi Tw/CGI) cstoFB GZO(7*EdidenI G. OTHER � �. -Bmwa Coated (Paktad or Landuated) White RJ d MT LxWwEatesions expking Qi4I 1_ M9sKOArentes & r vnNOM204429.QS LAwCM. O-4g4/26, forUsndetws and Deer", eapaiag on b9AW4. 2- R£R.Ted *194155 date& 01110 ved ty is 3_ :p_E-tom 2. M comw nsoci- ed RA CGI fie tt11-410.01 evidag 04114126 O ICUseries. 4. Notre cif AaqbnarNo.1&1.106.11 kw ed to ifision Extss Linfrtr their 404471 UJ �T 10 0 Tan 2A2 and *, shades (R�U igid ) RColkla r PVC � I rr.a. ` 7y Exwnor Eataa�s for W18tkm and Doors". on 121%2 L 1 stw r�dh.�. a �a� pr. tL.cuad., p,�. z IdUtIqlCUM61114 Pndud CmftWVok Sapwiver P01*0 CON"U" ZVI YIIYYYYJ z PrP6e1 Caserai Irsit saverrifty NO& 1s4. 21-M xOA U ail-0a." < rit?A 14a.:I-030a 93 T*"flea< $eta; Apra t4,14316 t~xs siin.n ]7►uttd A.VA114, 2026 Atrjrravar133i#t. Ifit#A 3f;.M2 Affreraluft*. Mink tea, 202'1 t SHEET N0. May 27, 2022 PA 1 3 ■ M,,F MIAMi-DADSCOUN Y o 1 , PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strew, Room 208 Cast Crete USA, LLC Cast -Crete USA, LLC BOARD AND CODE ADMINISTRATION DIVISION Miami: Florida 33175.2474 T (786) 315-2590 F (796) 3'15,25" NQTICIE OF ACCEPTANCE: EVIDENCE �TTTED NOTICE OF ACCEPTANCE: EVIDENCE SUBM,1tT" D NOTICE OF ACCEPTANCE (NOA) www.miamidade.trev ecuaomv Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209:12 63U County Road 579 A. DRAWINGS A. DRAWINGS Sedllner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, 1' DrawingNo. FD4612, titled ".Precast and Prestressed Lintel Details", sheet l o prepared try CrargParrino. PE, elated Ahweh 24, 2003 and Thawing No. LT4612, titled 1, Prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. E:: SCOPE-. Lintel S° loud Tables" sheets l a "Crest -Crete 4" 6"cPc y" � n I through re ' 3 of3 , prepared by LT4612. titled "Cast -Crete 4", 6" & 12 Lintel Safe Load Tables", sheets I This NOA is being issued under the applicable rules and regulations governing the use of construction materials. aPP g gthrough Craig Parrino, P.E., dated March .24, 2003, last revision #1 datedApril 2003 both 3 0f �. prepared by Craig Parrino, P.E., dated .March 24, 2003, last The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS 22, 2012. (AM, .March 1. Test report onflexural testing on 4 ", 6" & 1.2"Precast Concrete Lintels Filled and 'TESTS This NOA shall not be valid after the expiration date stated glow. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTMS 529-94, prepared B. Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report .No. 30404A, dated 04110103, signed and 1. None. this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A: Hemon, P.E. C. CALCULATIONS accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material L Calculationsfor Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig D. QiJALITY ASSURANCE fails to meet the requirements of the applicable: building code. Parrino. P.E., signed and sealed by Craig Parrino, P.E. 1. By �ami-Dade County Department of Permitting, Environment, and Regulatory Affairs.This Calculations far Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig 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, AE. E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. DnclaIP'I'ION: ( Cast -Crete ) 4", 6" & 12" high Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None APPROVAL DOCUMENT: Drawing No, FD4612, tidied "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Ma n al for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER re b Craig Parrino P.E., dated March 24 2003 and Drawing No. LT4612, titled "'Cast Crete 4" 6" & 12"' prepared y g . . g 2002. 1. Letter m Cast -Crete Corporation, dated February 03, 2012, signed and sealed P Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.B., dated March 24, 2003, last 2 Cast-Crem Quality System 1 anual for Prestressed Products dated 2002. .,� by Craig Parrino, F 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. 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 date by the Miami -Dade County Product Control Section, A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD461Z 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"Cast--Crete 1. None. County logy. 41' 61" & 12 "Lintel Safe load Tables", sheets I through 3 of 3, prepared by RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no Owig Parrino, P. E., dated March 24, 2003, last revision dated March 11. 2008. B. TESTS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. Notre 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 L None. product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1' None` any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITYASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code CanTlimrce Office. be done in its entirety. E. MATERIAL CERTIFICATIONS INSPECTION. A copy ofthis entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None_ shall be available for inspection at the job site at the request of the Building Official. L None. This NOA revises NOA # 19-0130.14 and consists. of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. elmy A. MAar, P.E., M.S. elmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. P net Control Section Supervisor P met Control Section Supervisor ']6 NOA No. 204)630.15 NOA No. 20-0630.15 NOA No. 20-(1630.15 !t Expiration Date: 09/11aW Expiration Date: 09/11=23 Expirations Date: 09/114023 1 j Approval Date: OS/20/2020 Approval Date: 08/20/2020 Approval Date: 08120/2 0 Page 1 E-1 Cast -Crete USA, LLC Cast -Crete USA. LLC Cast Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1, dated 03124103 and .Drawing Na. LT4612, titled "Cast -Crete 4 , 6" & 12 " Lintel Safe Load Tables sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino; P.E, on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.2.01 through 14.236. prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dude County Department of Regulatory mid Economic Resources (RER). E. MATERIAL CERTIFICATIONS L None. F. OTHER I. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 1. None. B. TEST'S 1. Noire. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory wedEconomic Resources (ItER,I. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & seeded by Craig Parrino, F.E. 4;Mefmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 2040630.15 Expiration Date: 09111/2023 Approval Date: 09/20=0 E-3 ^W W co U N 2 .� C 0-0 to -0 a- U -� to to O 0-O N = C t'a U— Q CU > n cn s_ �--� CnCU O -#C—U �— ..0 .= Cf) Q z z W J 00. .. ea b-- -a � w i� U N On N N y O � c w W � co .Q s� 0 f.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS L None. 1. None. B. TESTS B. TESTS 1. None. 1. None. S� C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Aft mi-Dade County Department of Regulatory and Economic Resources (RER). I. By A iami-Dade County Department of Reguixopy and Economic Resources (RER), E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS }, 1. None. 1. Nome. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- L 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- CU > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E 1. Drawing No FD4612, titled "Precast and Prestressed Lintel Details", sheet l of > L 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. CL LT4612, titled "Cast -Crete 4 ", 61" & 12 " Lintel Safe Load Tables". sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last S� revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on Jamtaty 22, 2019 B. TESTS 0 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE U CU m 1. By Miami Dade County Deparhnent of Rgdartory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion, for a name change. O L CU w my A. Makar, P.E,, M.S. Cl Relmy A. Makar, P.E., M.S. Z (� Product Control Section Supervisor Product Control Section Supervisor NOA No. 20.0630.13 NOA No. 20.0630.15 Z Expiration Date: 09/11/2023 Expiration Date; 09/11=23 Q Approval Date: 08/20/2020 Approval Date: Otli20/2020 --r E-4 E-5 a - May 27, 2022 SHEET NO. PA 1 A 1 L ECQ Inlc_ TILLiT TESTING a ENGINEERING COtNPANY PRODUCT EyA.Lr�T16N REPOIt'S]_20.D77A83 2 22. TESTREPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAB 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads IM1011HICT Ev3 B. MMER1AL CHARACTERISTICS.AW SPECIFICATIONS: Shall be strictlylo accordance with General Notes and Co Components kxdicatad on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing �t'AT7'FAL A. T1LId'l; I!(., FJ3. _ ° COL" as per TAS 202 Protocol. Test reports prepared b Hurricane Engineering & P P P Y 9• n9 No•80.176. Anchor specifications shall be as Indicated an sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/09/1096, #98-570 dated 09118/1996, 26, or Product Evaluation Document (P.E.D.). drawing No. 20-178, PRODUCT EVALUATION REPORT #96-T30 dated 09/2011996, all three signed and seated by Hector M. Medina, P.E:., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CON TIONS OF USE• REPORT NO.: 20.0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespoda, P.E. and Henry Hallam, P.E. 7_i, Shall be strictly in compliance with General NOW No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Meta"Ical, Inc„ dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No, 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUB•CATEGORY: Storm Panels Z,3L STRUCTURAI__ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on sect(on 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchorspacing vs. design wind load and panel MANUFACTURER length based on rational and comparative analysis, and in accordance with section 1610 of the Florida Building Code. Calculations prepared by Tilleco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures 4800 S.W. 61 Street Davie, Florida83314 dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P. E. 1. PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE Product Evaluation Report prepared by Walter A. 71111t, Jr.. P.E. (Florida License This is a Product Evaluation Report Issued by Wetter A. T1111% Jr., P.E. (System Large misslle Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), Preslderd of Tilteco, Inc. (Florida CA-0006719). ID # 1906•) to the Global Protection Products, LLC, Rule Chapter No. ATTw'p'"(NkN 81 Glle30-3,Met�hud I of the Florida Department of Business and 4—MD LOADS RESISTANCE:PrIossforrall 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind Maximum length shall boas indicated 8, 10, 14, 15, y�Q:' �jCENs This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with fie 2020 Seventh Edition of the pressures. panel on sheets 16,19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. -- , _ 1 ; _ -- 4* 87 i ; * _ Florida Building Code, and to verify that the product is for the purpose intended 90"176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, -7fIz- SLATE OF 'a at least equivalent to that required by the Code. 14, 1 S, 17, 18, 19, 20 25 and 26 of 26. of Product Evaluation Document (P.E.D.), ,2� �_ , drawing No. 20.170. f o �F LORifl 'a This Product Evaluation Report shall be subject to review and revision in case of 5. INSTALLATION: ��,ss/ORAL a Building Code charge that may stfeet Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on IEVIDJNCE, SUBMITTED: 2.1. PRODUCT EVALUAMON DOCUMENL(p.E.d.t: 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 0:1 T TECO ADMON RECORDS 1 P. E. REPORT.201 GL08M. PROTECTION PRODUCTS, LLC 126 GAGE Ly�aliiA STEEL 6T9RaA PANFI(ORNCaX2O 178114E1PORTr20L07W1 Drawing No. 20-176, tffded a20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-175. sheets 1 thru 28 of 26 prepared by 7ilteco, Inc.; signed and seeded by Walter A. Tillit, Jr., P.E.; dated 0712812020. This drawing Is an integral part Q I�Uiirs Evaluation Report. P4t'cA �; . il(� NN+{qu(h1lrv, aA, 7r�/T 4 No 44 167 . -71 4�F �tOAiOP•:�y4c A STATE OF 6355 N.W. 36th Street, Suite 305, Miami, FlwWa 33166 - Phone: (305) 871 1530 gry IrhuH+HU 9WI00&-IpM4RY• 93) N CASE THAT PRECAST SCONE. OR PRECAST COWMn PANELS, STUCM OR WOW BOARDS BE POUND ON THE IF DUSTING WALL ANCHORS SHALL BE LONG DOAN TO REACH THE MAN STRUCTUEE Do" SUCH PANELS. ' SM M PANEL DOW ON 1Ta5 PRODUCT rALUATION DOCUMENT (PEA) HAS SEEN VEWIFIED rOR COMPLIANCE N ANCHORAGE SHALL BE AS MENTIONED N 9.1) AND N 612). ACCORDANCE WITH THE 2020 (71N EDI ION) OF THE n.MM auLDNO CODE (C)I'M- OESION HIND IOMOt. 81A1LL I1ElE1MRNED AS PER SECTION 1620OD 71E ABOVE MF2HTIOIffO COOL FOR A waHD SPEED AS IEDURfA 8r THE JWP601CT19M1 WFIOE TNEX sNLRTTFANS NMa 6E PSTAIAED AAO U/. TAPCON ANCHORS, AS IIIARIFACNA' BV RI.W /NMDEN. INC - �14-10 PNEa►IATE FEMALE D AND pA1ELWIE PLUS UPCMIORS, RE MANUFACTURED Bt f1M CONSTRUCTION P'ROOUCTS FOR A DIRECTIONALITY FACTOR Nd-0.65. US" AM 7-16 AND SNAIL, NOT EItEEEO ME 16W W W (A.5.0.) DESIGN PRESSURE RATNGS INDICATED ON SHEETS 7 THRU 12, 14. 1% 16. I9 a 20. - 1/4'0 LAO SCREWS PER N O.S. - 7/14`6 r S/a• wont 811511NG. AS DISTRIBUTED By ALL PONT SCREW, DOLT A,SP'ECW-tt OD. N ORDER TO VVW*f THE ABOVE CONDITION. IARIIATE DESIGN WIND LOADS PETD M4M PER JUICE 7-16 SHALL E FOIST I®UCED TO DSO. DESIGN WIND LOADS Bf AIILtt1LYN6 THEM ITV O.I N ORDER TO C I) AIHIaIAUM THREADED PENETRATION INTO WOOD Of TAI,CON AAIDNORS SFMLL BE / 1 fY AND a• FOR ElM PANELM.TE PLUS COMPARE 74M w/ Move (A.SA) ohm- PRfSAAE R ucs NCC/Ot0 ON SMBLTS 7 TIRBU 12, 14. IS. 14 19 A 20. 4" PA"EUM0" FEMALE a N GROM TO VBWY TINT MCHORS ON 11`6 PEA, AS TESTED KE NOT ONR WFIE33ID. A 33S /CREASE N ALWIARE C2) NNMAUM TWWJICED PENETRATION Or LAG SLEW. INTO THE WOOD FAWE UNIT SMALL BE 1 1/2• ND IMIRi,= PENETRATION KID STUCCO SMALL BE CONSIDERED AS PART OF THE OMM IMPROVED PENEIW IM. STRESS MR 00 LOAN NN9 MM USED N THEIR ANALYSIS. FMSTOIEIS SPACING TO MOOD HAS BEAT DETERMINED N ACCORDANCE WON N.D.S. 201B. C.3) MINIMUM EDGE DWAO" OF LAG SCREWS, MO WOOD SMALL RE AS NG"M N THIS DRAPING STORK PANEL'S AOEOWF-Y FOR IMPACT AND WOO RESISTANCE NAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1826 OF THE AMC MENTIONED CODE AS PER HWACNK ENGINEERING a IESTIHO INC. DEPORTS 96-50, 915-570 At 96-T30 AND C.4) W^tW PENETRATION OF WOOD OU94W SMALL BE S1W 1/4' 0-20 SCAM USED SMALL BE 1 1/2• LONG MINIMUM FENESTRATION TESTM6 LAB INC..RETORTS I2022 a #2129 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-a01 SHOULD SIUOCO DUST. AND t• MO*" FOR WALLS WITH NO S7UC'CO. AS WELL AS AAERK7W TEST LAB OF SOUTH FLORIDA REPORT /0219.01-q, AS PER TAS 201, TAS 207 ND TAS 203 57AAMRDV. CS) N CASE TINT PRECAST S1OME. OR PRECAST CONCRETE PANELS. SiWCO OR WOOD HOARDS BE FOUND ON THE EUSTIC 2 ,ALL ALWRAM DITRusIOH6 TO BE SOBS-76 ALLOY AMTE!1WEA (UNLESS oLM1ENW15i NorEOI. SEE 91EE7 a WALL. AA9DR5 SMALL BE LONG ENOUGH To REACH THE MAIN STRUCTURE WOO SUCH PANELS ANCHORAGE SMALL BE AS MDMOWD IN 1-1), C.2) A, c4) 1 ALL ALUMINUM SIHRT METAL USED AT CLOSURES SMALL HAVE3105-rill ALLOY. (0) ANCHORS SHILL SE 0WAUM AXIOW ,B AL OF THE MEOW/W"WONS AND SPECIFICATIONS OF THE ANCpR'S MANUFACTURER. 4 ALL STEEL SHEET METAL PANELS SMALL HAVE 51R{ICRIRAL 041AlTY STEEL ASn1 A-653 GRADE SO IM9MUIL G-M) DIL1NA07ED STEELOCSNGnA.iwN W/FV'. 56.6 Ar (AFTER iDL,Ei). 8 PANELS MAY ALSO BE 04STALLM MON90WALLY FOUOW40 INSTALLATION DETAILS SHOWN ON SEc7noN 3 THROUGH 10 (SHEETS 4 MROUCAH 6) EXCEPT THAT FRAMEm60 94ALL NOT BE USED. S. ALL SCREWS TO BE STAINLESS STETS 304 OR 310 AIS SEALS OR CORROSION RESISTANT COAIED COMM STEM AS PER oil 300/6 M/ 59 d Y,¢D SIROIGiM AID 90 I,i TEANSa.E 57RENGM t 9MWL COMPLY W/ ROAM BUKOPNG CODE 9. tT SMALL BE THE RE'S,ONSSUIY OF THE CONIRAC'TTOR 10 VERI T THE SOURON13S OF THE SLRUCTURE WHERE SFWRFR S ED BE SECTION t4tt.3.3... ASS TO NSUFE PROPER ANCHORAGE. THIS SMUTKA SILL ONLY BE ATTADIED To CONCREIC BLOCK OR WOOD FWAIE III. BOLTS TO BE AStY A-307 CALVAYa2ED STEEL. OR AM 304 SFNES STAINLESS STEEL, WITH 36 l,w IaNMtIY YIELD STRENGTH. 10. EACH REG" STORM PANEL WITH LENGTHS OVER W-a THROUGH 12'-4•. AS PER SECTIONS G.& 9 t 10 AND ALTERPONES SW, T AN4cINaR3 TO WALL SMALL BE AS MUMSTO PR ! 10W ON SHEDS S. 6 k 12 RESPECTNELY. SFWL NAVE A LEGBLE AND RE40LY VISIBLE WAtM NSTNDTOIG OWNER OR MIT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DLIRP. PF31tODS of HURRICANE WARNING (l) )D OUSiw1D P911BFL1DtlCaEIE 11 THE INSTALLATION CONTPACTWI IS TO S&h.M ULK ALL SHUTTER COMPONENT EDGES WNICN REMAIN N MNrNUOLK 0"ACT WITH - t/a'P TAPCp/ ANCHORS AS MANUFACTURED SY H.T.w. WUIDEI, NNE (Min. Yw3192 P+:.) THE B(ALOING TO MAE" WAD/MO a4TAUSION. - 1/f• 4 . 7/6• CAN-N ANCHORS, AS WJROXTURM BY OVIA0 INC. (MIN, 1'F-3HDe PSI.) 3/4' SIXA-SET W.HORS. AS DISTRIBUTED ST AL PORT SCREW. OKI a SPECIALTY Co. u. 1RONN PANEL INSTALLATION SKIRL COMPLY WITH $PROS INDICATEDINTHIS OWAWKLG Rue Am BUALJ11Nq AM ZONING tELNRATDM (Mn r-3000 P.aH.) PROVIDED BY THE SU�ICNOM WERE PERMIT S APPLIED roc - %14-10 /MELN7E irAMIY D a PANELMAir PLUS ANCFDRS. AS MANUFACTURED BY ELM COM5IRUCIKM PROOUICR. 13 (.) TAWS PRODUCT EVALUATION DOCUMENT (PE o) PREPARED BY THIS 040IE6R IS SEE76C AD DOES AM P WWONAAIICN {NM. r'c.3360 P.a.L) - 1/7.CF TAP-0UP ANp1016. AS W"ACnM BT TRU-FAST CORPORATION Qr 3600 Ru) FOR A SITE SPECIFIC PROTECT; I... WHERE THE SITE GOMINTOW DEVIATE FROM THE PED (0) CONTRACTOR TO BE RESPOMSEIt FOR THE SELECTION. PURCHASE AND #WA LATION NC,UDNG LIFE SAFETY OF TMS PRODUCT At LUX" EMBEDMENT OF TAPCON ANCIDFS IMW POURED CONCRETE SMALL BE 13/4': 2' FOR PANELMAW FEMALE BASED ON THIS PEA. POWDED HE/SHE DOLT NOT wm7r niom THE CONORIOS RETAILED ON INS DOCUMENT O AND PANCMALTE PLUS AND 1 //4" FOR OF TAP -MP ANCHORS, CONSTRUCTION SAFrTY AT SITE IS THE CONTRACTORS RESPONSI/IM A2) CAUL-N a 9OLO-SET ANCHORS SMALL BE EMBEDDED 7/8• POO THE INCURRED CONCRETE CIO EMBEOMENT INTO (C) TENS PRODUCT EIIALLAMOM DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED. STU900 SHALL BE PERMITTED. 1/4• 0-20 SGEMS USED SMALL BE I 1f2• LONG MII40M1 SHOULD STUCOD OUST. ND I' MMW M FOR MALLS WITH MHO STUCCO. AM ON 6E HEADED SCREWS OR ALL T PFAOEO SCW*S W/O WAD. (d) SITE SPECIFIC PROM STALL BE PREPARED BY A FLORIDA REOISTEEp DNIMEER OR Aftoffr CT 9"Ch WILL BECOME THE BUT WITH pS NUTS. EN004V Or RECORD (E.OA) FOR IKE PREAST AND WHO WILL BE RESPONSIBLE FOR IFS PROPER USE CA 111E ►E.D. EAG7N(a1 BE RECORD. ACRD AS A Oq.ECATM ENGINEER TO THE A31 N CASE TINT PRECAST STORE. PRECAST CONCRETE PANELS• PAVERS• STUCCO OR WOOD OOAItD5 BE FOUND ON T F P.E.O� ENGINEER, SHALL S~ TO THIS LATTER THE SrFE SPECIFIC WAWNGS FOR REVIEW. W. OWING WALL OR FLOOR ANCHORS SHALL BE LONG) MAW TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SMALL BE AS MENTIONED N AI) AMD N A21. (A) TENS PEO SMALL VAR THE DATE AND OPoINNW. SEAL AND SIGMATRE OF TFE gIMiS9WAL ENGINEER OF RECORD TNT PREPARED IT. (a) TD un" CONCRETE NLm rxL A =_ c�lO - 1/4' P TAPOW ANCHORS AS MANUFACTRED BT I T W SLALOM NC, 14 SHUTTER MANUFACTURERS LABEL SIlAU BE LOCAOED ON A READLY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ACCORpMIR WIN SECTION 1700.9.3 OF FLORIDA BULDNG CODE. ONE LABEL - 1/4- . A 7/9' CALK -A! ANCHORS. AS MANUFACTURED API OCAW W_ (WIN. 1- 500 Pr1) SHALL BE PLACED FOR Et4 W OPDNAG. LABELING TO COMPLY WITH SECTION 1709.92 of Tiff - 1/4'a , 314- SWO-Si ANCHORS, AS DISTRIBUTED BY ART L POSCWX BOLT 6; SPECIALTY CO. FLORIOII BOUONG com (MN, Vg18100 P...0 - r14-10 PANFUNTE FEINLE D AND PA NELWTE PLUS ANICIORS• AS MVAIFACFUREO BY ELDO CONSTRUCTION AP1OOLut} (MN f' -2071 P...c) LAWLNFM me a PERMITS M 11O L YATE BE P1 TO TMS DRAWRIO SHRL ONLY BE USED ib - 1/4. 4 CF TAP-461P A C OAS• AS MANUFACTURED BY TiM-HL57 CORPORATION r LI) IAPIRNM EIMEDYENT Or TAPWN ANCHORS, Ito PAP41MAM AM CF TAP -GRIP ANCHOR, INTO THE �'•UC ' FLORIQ/L BUILDING CODE NI n wises N,ArTiDd BLOCK Or SHALL BE 1 1/4'- •� • �• 4 16T T; cant/ aTmd. Ne. 20 cASE curAwQi� s1m sroQ1A PANEL La) oWNX-N t soLD-sET AL1Gi0Rs SMALL BE EMREDOED 7p• Nro T,E CONCRETE B OGL LR67 1O INTO STUCCO SHILL BE PERWIM t/4' 4-20 SCREWS USED SHALL BE t 1/a- LONG IArA/W DUST. AND I• NOR AN FOR WALLS WITH NO STUCCO. •4T_ It __s-': n. `��_----. _) it� CT P �, P "' INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR PANELS(I & 61 EEC CONCRETE OR CONCRETE BLOCK STRUCTURES DallMac „R,WI} W�ilala a� MICA 9) '-{.a: fAMOER ANMIOR6 IRWS a -1 �� TMO`" >n PO{IIIFD T ..,L) sIem a Me" q� � `iII E R[DUPEii'...:....!: (.. t t tfY �tl• Min.^ ` 1 DSMc wKAM(e ED. ♦ i 1 i L9aXM \ 2OAK I WOO ON 1 ow J 1 1 i 1 1 i i � I ( � 1 E IL 1 I M PO D t • CONCRETE BLOCK I ; Mw a t2 1/Y Ltc f L.- _ _J CONla1E7E -, i. �jj4•� - .00mY SARI P„L. M O NbN UA air � On eADBE-, - M�aTa . T1MMam a) son a wowm 1) :. SINE 3/8.1• SCALE 3/8-1 A A/LVIORE 11DETa SEEM . THROW D OELm gm MOUNMIlra •SKCT a 1_ EA CJ Eb. • rQ ncr O 1 I 17Ilr R 1 1 T71; . a _•Allis, p&AOL I O 1 p IRAs aM"--;Oft 1 � i 1 \� \ ,• lT-- em IRO• # \. �I 1 swe It 1/Y d,a EXISTINGCONCRETE BLOCK ___ .1 FA. 1 [WSRNO PCuRem EO. 1 Is r Cut _ 1 CCOMORM ONCRETE O o« I _—_ 1 c9NTIRETE oR 1 %' aNA : Hrt t6Nu[rz ANOHYS T AYM ME amma ON OHMS 8 THROUGH P) w(SMiaTa a' a fate aN'IO 9) \ era • ALTIERIIATIE MOUNTING seA4E r EA, r EDGE DMIV+CE SCHEDULE ON NOTE rOft CdMIN1YV10M DF Q!!�•"m lOP a BOTTOM IAOUNir'ICS CAR BE COMOM N ANY WAY To MR ANY PWALAT1ON 1 L ECQ f _ TILLIT TESTING a ENGINeeallitG COt111PANy ww'— n.-----� r " -- - r r PRODUCT EVALUATION REPORT "{TSOp�pO1.001D ill F E L)MAM)kj 4414T fLH:A, llpaw )la DOW719 REPORT NO.: 204727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Stutters PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 48M S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION:. This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., R.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. $1620-3. Method 1D of the Florida Department of Business and ProfisabnaI 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 Jeast 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 effect its limitations and conditions Drawing No. 20.17S, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteee, Inc,; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an into yIs Evaluation Report, = �'a' 167 ram STATE OF r�+> ss�.c€. �tilAlflti ��,14'� 055 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbol3e. (305) 871r3A-i COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1' (low WIDM)-_-_.__. _.__ _ ______ _. � �.____.��t4.1B0• (/OTAL wpTN)-- /i,! ;'+. 1 1 T:r�#. � , /..-1.A0•--, ,� Oo3e• MNM. DPDX I,}SO'--•r.. ; - ,. AMA . /� s.Cs7 Bair INN THIGca.asYCOOK EDGE c e6�eKv. `P / mu P CALASTW ' roRAD 2,001, � T W1 R, ocrA. eJ ' OOK DO' KTAL V 'E �'E O-BO rNV. I I:TAL A . 4ad ISTAL A �' , MEW L --- ----' -- - _____ __-_ _______; 1 Tom' © STORY PANEL ENO STOR11 PANEL ' `ir wVELY OeD LIP ` i i ,100 � 125'?W* y64 ao ES so" w/ .iEM4D FOGS -'--... 1 -1W' R 9L ' , - 1. `_I BRIO "W"D S WKia_f �. °IDOL- AI,IRL wyat< lO.TM- .1 , 1 __ to 1/N' 11C 12 1/7' O.C. -, IAK 'OD'rI 3.379' 1 SW L -ySe•\�--, A03• .OPJ• 2f1.300'Sit SEE .003 DEN& 1 I ➢C�w I 5 A. A. R O ,379 T25• l 3t23'1 L L _.. _r 1 3" TAON, ,.sec - J 1 SOO fl9 naa + _2r IROYEIM VIEW DETAIL A a6 JOW REAIDED MINER a ENDS OF PANEL'S tO END UP w( TENANNED EDGE. •h• HEADER O •U` NEB O ANGLE WITH STUD ANGLE WITH (N.T.S) am= STUD ( � WA xT. I 1JU a 2/u Try �4- f--I._ f _- P344•�._ .390• `OF P,DNILE' ,1M•-.1 - .leBAri7,+ 'ODJ10• 1zS•• IFMS L_ i ) l ,.:67"1.DL3• .REy,, .375- _ _ ,.6T,• a _ 1-iiANCLE It� G 1.077 a'W IDLE AOR L 'or • 1 015. 7 7.000• S© KEY MOLE WASHER ;may-2t100' ---- �"iTrP.) _, _ , © •FM ?RACK ANGLE ® ,31A* •FM TRACK ® FLAT PLATED GGTa (M n) y r WITH =D _ p. IV LUNG WLVANIZED t- --i s7s• ' Np.44167 > r 20FRO FLORIDA ewLonJs CODE Ja Vetool IIL, ns Zone 20 SAY OA.YAIRGD STEEL STOGY PAIK7. rP NICKELjp'~i�..s•-PIA7ED wMKN NUT `LDS OF PAEL:. ePMW W.iPl1D. NC ORION R L _ L, ) $ • KEY MOLE �F , 0 a/94ur ��� " — 10 GLOBAL PROTECTION LLC. am. 2•X7•x!/tit I�DUC75. Ar R. >RE INAMw MIAN HIUMf: MM)6M-7xt NO: (aMMw-Wo MINW ANGLE AIFRNAM'LY. LIME tWIla F6R w/DHR 7ED/4 20-1Ta .,r • • 7 T I1w(SU CA-adwIft4 r ORHRWR N4 vm OR NCcn. M70U T Tffi). .E A TUNA X. PE IRET a o la Mo REM l •W AWWKML { , aA aAe -.4 1 Nils R11 _. ,,�,- - aemR 4 NAY sm a W6m so"ulODNHON n i REQUIRED.CONCRETE BLOCK Md YwrWMi/�-Y'1•1+-�' _ i I ~1M art wGUAM.ANo,— I ro 1 1 ( E D. % I E comes ABED - REai AwCONW&n aOOt 1 EKSINn POI AFC 1"L O " J a CONCRETE 0 REOU IED. ON : on .WA6 No" SECTIONS I SCALE ' 3/8-11'• NEW 1- WOE . WAIS W In'_ THPCA ^AM TUBE OR ,• . Yt Of VT WOOD PLATE SPACER _ .t.. / 1 • Her ,' WIDE . YFAES , T/t' / l ALUM. TIME OR I' . WOES ` _P T. W000 PlA1E SPACER / I 8Fl6MD TRAER WICRE7E ANMHOwB I I T I (WE 9M1m1ULE ail .Hats a t1IRNMM .Y 'r i SPAR. (1a Pwatrs T 1lr MVa DETE OHERro0(/ eaAi a NiiM`D� ,iiw W a / A 3 MeN. REORRRED, ts%M IaMU. sE�Tton x—x sTIAE J/a.t• NAIL FOR SPACERS NEOINR M AT ME OR BOTTOM TRACKS ADJACENT TO STIJCCO/WOOD HANGS Q FY,L MM SCALE V -1 EA.. MW OWANCE (SEE SCHEDULE ON SHEETS e t 9) AfH.`.Hn::NR---+ ,• ` -r 1 "s•'rs We L iC• Y ( I Y- J y t:ASEwALE'/ra—� i=>E+'' �/s�FA��PMEA A,,.W N. Pi. it uL1,: lliy ail IR r " Hr iIOH i •HNr Ha.sc ` aw .aat4MOwi CASE C 1 SEAL! 3/1Mt• %ASS D Rpl, \ �\ 1 ti`••'•�� —MR& I.,O M„ADI- Y4f1 :RIR YY�q»oY•s"M N� tee --T-a •POOL at H1MOl0 _ ap�_ A -OI or® CASE F IPLANI BE scME 3ft�- T CASE E fPLJW] RA WALE 3ft6-t• PRODUCT rVA1 :ATTAR TFP(fYTNQ 264711.02 2 2 2 TEST gFPrtirr3: Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03111 /02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Haltom, P.E. and fteport No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largoospada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201111203 as per section 1809.1.2 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 Judo E. Gonzalez, P.E. Tensile test report No. DCM•198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. as per ASTM E B and Tensile Test as per OC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jeolofano, P.E. as per ASTM E-8. 2.3- STRUCTURAL ENOMRING CALCULATIONS On 24 Gage Galvanized Steel Slorrn 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 1804 of the Florida Building Code. Calculatlor)s prepared by Tilteco, Inc., dated 12/111/10 and 08/27113 (for this revision), signed and sealed by Walter A TOIit Jr., P.E. 3 WALE IMPACT RESI3TANCE: Large m"e impact undersection 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. 11MIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3; 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indionted on sheets 5, 9, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-173. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shuttar assembly, as per SSTD 12-99 Standard. 3 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.), drawin g No. 20.175. Minimum separation to glass shalt be as indicated on Shoats 3, 6, 13, 14, 15, 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175, USA MATERIAL CHARACTER111"CS AND SPECIFICATIONS• Shall be Strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Docunwt (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. 20-17Q. 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 18 of Product Evaluation Document (P•E.D.), drawing No. 20.175 prepared by Tllteco: inc. and signed and sealed by Walter A. THIN, Jr., P.E. 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WalterA. T1119, Jr., P.E, (Florida License No. 44187), PresWent of Tikaco, Inc. (Florida CA-0006719). WAnLL D:UTILTFCO ADMON RECORDe lP, E. REPCRT,2( G&WM EDSTEELSTORMPANELWRWGI20.1713) 1/4. 2/4, 3/4. 4/4. 5/5. 7/5. 1W/10. 2W/10, 3W/10. 4W/10, 6/S 5W/10, aW/ll a 7W/11 r MAR ANICHM. FOR CONCRETE SEE SCHEDULE ON SNFSTS a ! 9r MLP-, 1 MHN.�- MR WDDD SEE SECTION} ON SHEETS 10 a 11 8 O ! O D.M..Q.Q. 4Q+® (--T—�--r i r—,—,—,- r -� i T ;� , ,� --r-,• -�--,---1- r 1 t t f--T---1 I f i e TF,4r^1BOLTEO PARFJS W/ T/N-TW1•- _ _ .� p UISOI.TED PANELS H 1 S.. M.S. BOL] W/ i/a• K 3/32' M SECTIONS AS OVCRLN (SEE SM710015 AS APPLICABLE) IFED JF_._ .T. i- �,• IBw 1W/10. ZWIIO. 3W/10./4W/10, �r NwH ~ SW/10. sW/lt a 7W/11 s/5 ANCHORS: FOR CWACINUE SEE SCHEDULE ON SHEETS a t 9 FOR WOSEE SECTIONS ON SHEETS 10 A ,1 OD REGULAR STORM PANELS nI & QAA ELEVATION M.rs. 267' 1/4• M., GAP 0M4 ONa6AP -1 WHOLE UA LM J 1/4 y MNK. GAP A•C Bu ....' I /� 3•' EN ' •:T iLORIDN► rLORNO ODE fi YN66 ®tA+rrroXN» ZIIna 44161 "�10 81804 20 OASE OALruNFD STEEL craw PANEL 9RAin N: SECTION _ ik _ ETs. * L AtE J: W -' I L E C 0 Isc. GLOBAL PROTECT" PROD". LLC. ,E•w ,• ORt ML s MAIM wont pRQOP•.TaM. Fiat Ba)PPP-Na 20-178 C�•HS ...... ,9r.. am Wle'e9. fti an M-KIN /MtF MN .s sr. ail MUM* A. F WAM A MIT I. "t - alail } a O INSTALLATION DETAILS FOR REGULAR PANELS A Cii1 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCKSTRUCTURES __ MR CONCRETE SIX SCHEDULE ON BM WOW Sir WICIVONS ON OHM 12T 9.�----- T `—OF WNd1ETE N.OL3A OONCIE OCcBL CONt3LTE BWCE !` ! X Mdt Qbgf1E AAIMIGRa REAMem '-""9(YomL 6ThABDIRE ON — AA 7-br OAPI NAME WILILY) 1 7 SHUT Oimw y � II OF i , LID:• �• � j I Eb. i ' . � l I � � , ' ; I ' __v.i .. � ' I MAR s I I 4► l Yn� \•An- i; I LPNA�ADd (@ 1 ,-.�s1YAM �i:T. FACH, ._ADAS; tEP(EZ9C EDLU ON _-DMBLOCK ail SGtF 3/Mt` r N19T ell I 1 b i i L ,sa 4>8 fT tvW/NWMy Ja EACH �y T. j01, 11 MAX 1 T , 300`1 1 1 T O.7 If4C• . 16L SOLT CONDOM ANOM wwc NUT I---- e SCHEDULE ON OHM IO a IL OR raaED 9CWE J/a-4 E31.. EDGE 01StANCE Nam Foa (SEE SCHEDULE ON TOP t soTTou MOUNrNO3 CAN SE SHEET 9) COM 804LD 04. ANY WAY TO SLIT ANY TNSTALIA710N T T {�r-�I 1 r T-_�T-.. _ ,. W 1. 1 Itls�iala 1V `. >f f Y i l I I H i I i -. I I ALAI NAUT • EACH I j l l I 11 1 I i I I I I I sox r wN.-a,N..ij�at® 4+a„EN+ 1• Ian-� OF t' ' 1' III. Aa2ORi FOR 1� SEE SCHEDULE ON SNEET :OR 1Y000 9EE SECTIONS �OMSN[ETT 12 T4 E 13igI11A��tLfBILP LIM ->al{``Q ELEYATKNi SCALE 3/32 t/4 MAIL 00 1 ; i __._ I I t 0- "NAP - OME WMtl9 COMOIM ANCHM6 AMAK mle"u" aNcmm OR gCT10N A -A hvn.) aFDUMD Rocz M 3f32' Pnj N N L _ O NCL O O N c CL ca-0Q_ .� U C/) c =3 OL U5 c CU 0 O CCO LL 1O CO > .� CD L_ CU Q s co ._ CL Q IF I,.. OI ear -c ::I.W t✓ d n CS tJ e eo v t+•2 Crl m X 6L La- N C NO O V N -p CV L ND 3 CL ar ar c y t a a3 ." 3 3 m o Hy ar W fIf a .= c � !C C:I d W O �B CD ICU CL U MICU W LU Q Z Z Q J SHEET N0. IS 1.0 . .•". _ nl`L,>R 3C"IL'->_ll 1 1 1 !._ I 1 1 1 11 II J I_ 1 OMMT� t.aR` Ytr_ 3£CTNYI 1 se" ve-e NO'IL IRAUOM OLH Also 6E IffitALLEO w/O STOWI Pwn oM O aR HDTID" SO 1tMT I a LOCAtm AT TOP NM lo" of OH•ENNG. (OE MIEL CPNE+O w/ Tut 100 A WTia10 RISTILLATIOM - AI7ERIiA71VE 1 W MIST N A iIYEiMt SC"-- 1/r . ,• tIOdES 1. INSTALLATIONS ARE ONLY VALID FOR BIACS IDINWITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO e'-0'. L FOR NEIN WOOD FRAME CO STRUCTION: WOOD MEMBERS 70 BE SOUTHERN POE NO. 2. W/ SPECHIC ODISITY OF 0.55 OR EQUAL TOP A BOTTOM MOUNTINGS CAN 13E COMBIED IN ANY WAY TO SLKr ANY INSTALLATION. _. us��� �.�srurr�a•wa-' ITii hill i •••• o•-.___- ■�■�.�����1111i i T 4 _ t!:. tyl,+;. � ■ .wnw a•nr 'wrmwnm wnw^wnr 'A W11 [ tA,:1rlr I A 1A �� \ 01lf . Y v SCALE 1/47-1• WNIM201 Qf+Lt'IMN. MM. "KLON s1M11 (FL) ' RWI16ED LOSS TLM Y,KADN - 4 /•_q• r r . I/r . IV s•-r• m r-Ir r s e• . 1/r. gem A A D) o CIOO ,.A4A wm MTMG « ►AltAtlml��� ►ANMIt aRIE1fRD g ' 1 R R.imt ML5TAL1JTbN - AlTER11ATWE SW salt![: Ile - I' 1 • .�:�/! >`�--r� A"1AI • AlT JWAIAff 4• M alml WED _ 11 _. -(- m Ill Sol III m III �• f L-+r. my ION wm • (w „MLAN CiION Y-Y 4 /1f 11 ' P ww 21I SCK 1 , -1 cEnlNa * F100R YeIM1iNM0 WALL * FUM MOO NiMMO >dsrAwnaL - uTrELaAtnrE AW M1110uuTrows - uTF�tATTVE (SECOON AT TOP 15 UMM TO +a"-67.0 MAX. HOLE, 1/4' - 1• A.S.D. OEM PRESS(1RE PATIKG) nr r HO MI ,AO! A,A19 - wKAM4r r•• nam hioLo MI6 HISTAL ATb1I - SECFIOM AAW HGLE: 1/4- - 1- canoe A,bIMS Coloc E AICOR6� fw CONOEII A CW0 t 1f SCHEW IN 04U I« cur scmmu am-,\ ass,��r FOR wltw !MEIN: ,IE 3EC7,ON w OIR7 ,s >� 14 _i ,V1tsED ca1rAEE N \ J I' iA 7✓4 2N�/4, 3/4 a a4171104 2 NY i"S 1, 7, t 1 /15 soD• soD• 1• w4 I I I 4 i II 14 � WL meFMI16J (flISwOs PN�) a11fISM1 (U. PA16) 11Di 9W,S1N1wgN ! pti•q/t'A/r as PY6 I Imq/rBMMigM CAM s0�7 I si /��."IwN:,•/_yfpwE ,DO/lfpyfai• WMK IOi0a10M . p¢ ssu�/Af � i �' I � i ; � w A 2/F•) 1 ' A ISw •A•InsT I ii I y 1 I otuaa 04 I i 3 I A x/f4) /1. 4",�L/4, �4 ON 4/4 t w/Ta 1, M IW/is --I ON In SAFETY PAID. I- I MFA w/No LfE SAFETY MI4EL.S _---"-=' "SemnI N OF UFE (56C Nam la"AV) ;, I ceAL i.. REOtRAIS PVINEIS w/ OR _ SAFETY iNVEL ---f % - ---- 'A Rem, ,W ittACKS (S¢ NOTE 1 ow OEE7 ,O01L fE01NISS A „ - , (M WORt0�1fIAPs0 `%EMaEDOL PssomwLE&I 0 FOR WEE S6 SPEOmfm Wl tfEfa mm OO CIM /�Pm%l.1SSW /E OR RF1RiD 1wdOOE Cwal. /PANEL (1) OFft (Wx a '.) ------- 4A ELEVATION WALL kllQUW= WALL AM FLOW MOUNIM SOME 3/32'•1• SECIM i saLE 3/6' + 1' - SECTION 2 SCALE! S/0• - 1• 1/f N" a► ®®w 1 " I • I/ . IF NOTES ON LWr eaAlt• ev,Ru IFAIEA _c�eFru. Y6t"tr _- 1. LIFE SAFETY LW= AS AN END PANEL (nW OR LAST PANEL) 1 MT YL Oft AS AN INTERIOR ftEl. (ANY PALL LOTA710N M BETWEEN END PANELS)_ !6 R•b°E NjA �A' OO�wl6s LIFE SAM ►NELS LADY OR MAY NOT RE INSGWED ADAICENT TO REWLAR PANELS (W/ OR w/0 REfAKM TAINCIM) so "m 1) 7 In 4AFERY Pon CONSISTS OF MaW OALWNQm STEE STORM PANEL AS SECTION B-B PER CAlIPO/1Elf I SHEET : ai ORAIYRNC. SCALE 3/32--,' THIS PAIL 09ELf RO BE ROOMED OR INSTALLED FROM THE 0990E OF STRUCTURE. J. LIFE SAFETY REOIARES TOP TRACK TO IE COMPONENT®A WFFOM TRACK ro �,, K AS PER OW 2 OF TO ORNWWD. ,.......... ,/w COIIPOMFJiF�T RE INSTALLED wA1 DR FLOOR MOUTHED FOU.0040 SECTIONS I A �� • CCM O« �,7 x oN 11Ha AS WELL AS DETAILS I A 2 ON SWEET M 3 ^'C 4. W, LENGTH FOR W1woNENf a IS'. i N0. Arno 1AIwo, Hr.• �)� W)LDING CODE YHII00 NYFFkOM ZMO NAM. ANCHOR SPACING FOR COMPONENT A)ANM*WJa AT BOTTOM a GLEN ON s * 20 ON GALVANIZED STEEL ST06M PANEL WAIN W SCED"ES V 2. SHEET 14. COMPOENTWY BE PERMANENT OR ROAOWALE x SEE DEULLs FOR INSTALLATION INTO w000 fxwE BLMtDaNcs ON SHEET 15. _ '% •. E) ' / IL EC O INC. GLOBAL PROTECTION PRODUCTS, LLC. M� 0. SEE SHHFET 4 FOR DUAL APPLICABLE m DIE WWESSRY FOR THE WALATION OF ��• _ • � W. ,• 20-176 SPACERS AT TRACKS INSTALLED ADNWIT AND BEYOND m SFLACCO/WOOO 6AN05. Ayp1S • Np`' s s TA►,ttr AtrN K at• ItAtK: 9o.Pw-7f44 NSE (O4)66D+Oa7 Doom w,. PL ABA/SNMNaAw/saf w,N3p1Al. PLm-1 w Ilol - awls w M na"M tr 1 uLu - _ _ - MAXIMUM A.S.D. DESIGN PRESSURE RATM j(p m.f.) AND CORRESPONDING MUNIfUM PANEL LENGTH •L• SCHEDU II 11,I117 eWV 2'aR vAuns(i aeAf •iKOlILA7HDIO AS Awl senalc , n4W ,e. er a,rsn. A. a • M IUOglq�i (,EA`= 10 pA•L OOIHI 6 ♦DOA, -72A r-S' MI IL4s E IM "MOUW , TIM a s 7 .SSA, -72A ar-W m r-r II•K 2 3/4• UIlEtm , TMN S r / .fsp. si2.0 ar-r To /I•-r 0- 2 ,/r ' -PWMW- i 44a4 4a0 IY a` LM LIE 3 1/r • ••� w 6 A ,O ` m m W ,/41-m0a' as. YS a wwww a amw • YIg mm W PANLL rdum DRAY PISI P11ME1SMA iD NN6NFILLAT1016 As PERsHxI1Me , t"ru 7. a SIA`ElS a a III ,AL7wR1 A.So. omm prissuft M14C (Pa.1) "RA NwMCHM WROts m* La - 3 ,/r - AM. 10 AZ 016 // ! of WOW ►AMl 1HN11M '1.' (K•) tom Cr VP -GIST MIN-" WA IIM FwALE 0 PAWW}E PLw m Cow" IC H m ODWMEI[ i10owom 1f N OWWRCW WMME�E 10 COArJE1! L> TE m OONl,r14 To coma"m sum r */A WA N/A 6• WA r A✓A a' AI/A , 00t r S WA NIn r r r r r r , (Wrw D' "/A N/A WA 1. WA •- WA r N/A 2 0,P) r WA MIA WA r $/A r WA IF WA 2 Pon" +Saa. -no r WA WA R/A r WA r WA r A/A 3 A. (rW) Y-r OR LESS OR LIU r r WA WA r IF r r 6 6' 3 WrIC 1) r WA WA WA r WA r WA r WA 7(v" r 1 WA WA r r r s' r 4 4 a 7 (1o7N"f WA WA 121/2- 0 1/4• 12 1/r 6 Ile r 7/L• 6 1/.' 6 ,/s' 6 Ile S (IOP/•OTIOMi SEE OwEM 10 A 11 FOR ANCIOIM TAR A DIICIPS FOR 04311" SKINS OW WISED M E ■RIIDNA MWgA ANCIM SRAOM AND wom an osum ARt I1ouTSS w To •mm u FOIL FA. LES W W DISMISS ON SORDLAE ISSUE[ NOW MVCwO IF NLLML'I"R SWAS VON ON N.IWAE N I E Fw umm FFaHOR6. FOR we OPEw = m t POI". MMUM OWOM Alw'® ,ODr new S OAL NOT IS UL1M Ilm WOW wom Moscow FOR aw Now TYPE 0 M&M "Dm mom rm t/Ii t/411 � I/4i 1/ts -1/4'i ....� wmL or iA•ww aWe•"' Ims.tT Ip Rpq OAwf 00 3 a 3 a S ,n a "r"Anw HIANANF Pd 7 a 1 a I a to am.- DANlFr art LN 3 a 1 a N 1 a In. a ,n /YEs I& t1H11O 'Ir as - r 3 t ,IIL Eo- L -1 ` //•• L0. • 3/r I" SPAS MAHrO !LL IL• • 6 1/4' O.0 UP m r-r me a { G `. F� PMQ LEO M I/.• oc rar HAM611 r ro r-r "... rM• aR j!,wro FrIHISA4aE FLLwi IS aK MAIL FAVA" iMMFLMR2 Im O ,2 t/r A a YAM t A/2' 1M L; RN TAUN EDL%" A y Sf16MIDAN OF MOM WOOD PtAR F09 ALL LISara v m r-r N4 91L• E 3 1• maul, t. INSTMAATiONS ARE OILY VAUD FOR BUILDINGS W11TH A.S.O. DESIGN LOADS LIP TO +55.5, -710 PSF AND PANEL'S LENTO N LIPTO W-e' 2. FOR NEW WOOD FRAME CONSTRUCTION: WfN D MEEMBERS TO BE SOUTHERN PILE DENSITY NO. 2, W/ SPWM OF 0.55 OR EOWL TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SiiDS N ovew TO12HOlEL CANEL). ♦.md iL I Ell O 1 ILI Im;I. I1/ _ { 14:• ILA L••.• 3 Ir I�` a • . I .Lm I try _ •;. • I. 1 ) •:. ,I ,. .( ; aI • ...ail =' s• E1: ,aft ALTERNM uDCAm AT Do palm STWS • rm 402 '/x RR0r PATE ells' wn t(OOE 1) s' MIA. (CAE HO 1/4' ;, ,a ! , >RE ! ! -INTERIOR PANEL -END PANEL OOR B umm"E 'sap DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABL E TO 0 SCHE UILE !WC 3//r - 1' MAXIMUM A.S.DURE RATING M f) AND CORRESPONDING MAXIMUM PANEL LENGTH •L' SCHEDULE ,1P_p MA"r OIIY m vr•mie 1 ! 2 MLWA7EII FOR Lrr SAfETV eeaRll PANS Rva:nv ON �R /i1. AAA "m CF lAF-gW 00-0 IAIImMW fea"E 0 gr4WWE Am r "AS, FasISAlc m Nxwwslc 9D0 m DDwaETE to Sum m 0013,E MAIL m 61Du m M.00R arr WOW PWEI uTMM l (K) 55.0. -72.0 r N/A WA WA r N/A r WA 6" M/A / A 2 (N)P) W-0. OR LESS q• T 9' r r s• 9' 9• 1• 1. 1 (HOiiOY) r WA N/A N/A r WA 6' WA 6' N/A 1 A 2 (TOP) '-r +66.0 -72.0R' S' 9' 8' 9• 7 1/2' 9- 1' r t COMM) TO r-6' +55.0 -72A N/A N/A WA •• N/A r N/A 6- N/A 1 A 2 (MOP) 7'-r TO r-6' r 4' r rr 6• 6' r r 0' 1 (BOTTOM) WWM A 4Aa JAWLIL"Ia NfAIS • A/r OL Fwi w Is, AMID am I (MIS • r Ma ROLL w s AYO 10 sEcrroNs ` tNOM Lwti (R .2 -613 3. 3- ♦ 1 2' 4 / 2 (BOTTOM) 7'-r OR LESS +52A -05.0. 3• 3' i• 4` 2 (RDTFOU) r-W OR LESS +6iSA 2 1/2' 2 1/2' 4' 3 1/2' 2(bTfOM) r-0` OW LESS +ssA -n0 2 1/2' ! 2 1/2 N/A WA 2 (BOTTOM) Y-6• To SSA -72.0 "/A "/A 3. 3' 2 (BOTTOM) r-0' TO e•_s' - Ry.0. iwJ "a w"1!1 4LM'm Olw IOW I q,1 4aA0. -T7A r-r a we ,AwNM ,O am HI fm "am THE A wvmw FOR mE4LAYAM DISC wood FAME 9EDM 600" NCR" W AMN AO 080" m0E 01rOVCE W 4,DO,MSS IM Mr 904MAL FOR CO. LESS 10"DIOd$ ON SCHEDULE ,WMIi now SPACING IN SPACIND WICI1M ON SOMI E N *9 FauDMN FWNIM tOD INS 01ROMMN 10 IS ►OMRE IIEMW WAC C a174"SS LOW FACIOII OWL Na t LSE 1WM IOYM WCW L10M1►.0 ran OCHH No= IMP[ fT MCI* M uma 11100711E 1/00 1/4% 1 1/4% 1_ 4'r 1/41N BYmI s - O" Has 40" paw 04 2 1/2 •Flrw"AM W 1 a 3 a a •�� tI,A (•d a 3 s in 3 to LOPS a mu WNWt4IS1Et (VALID ONLY FOR PANIMS A9 PER SECTIONS 1 TON 10. ON SHEETS 4. 5 A 0) I11W14M ASA. 0121" PRESS" M7m (PAN.) IWMMM AMCIISIa WVMW FOR 6A. - a 1/r • APPLICAM TO f6"oM or11 Tw LISOM 1 WCBN aF TAP -IMP tYAA-M MI�fM1E /THINE W PNiBAYTE KISS sm all W Cow" m CONCIM BLOCK m Commm m Comeltm SOCK m CONCRIM m CRNomm CONl7C ISM m W m OtM1pE1E MACH m Comm m CORMETC MOOR To Co cl= m OONaI[iC OOMH 0' N/A WA N/A S. WA r N/A r N/A WA N/A 1 (TOP) i' 4• WA WA 6' 6' 0' 0• s' 0' N/A N/A I mmom) 8' N/A N/A NfA 6' WA 6• N/A 0' N/A N/A NfA 2 (T09) r WA N/A N/A r N/A 5• N/A O' N/A WA N/A 2 (BOITON) 35.% -'MO 6• N/A N/A N/A r N/A or N/A 1. N/A N/A N/A 3 A 4 (TOP) >r-r TO W-r OR LESS B• 4• WA N{A e' •' 6 8 0' a' N/A N/A 3 (WM)M) r N/A WA N/A H• N/A el N/A r N/A WA N/A 7 (TOP) r 4' N/A N/A e' 6' 6• WA N/A 12 1/2- 6 1/4- 12 1/2' 0 1/4' 6 1/4• 5 1/4' 6 1/4' 5 1/4• NjA N/A 5 (TOP/BOTIOY} 60.0, -53.3 NjA NjA t2 1/2' 8 t/4" 12 ,/2' 6 1/s• B //f` 0 t/$ 6 1/4' 6 1/4` N/A N/A 6 (TO•fBOTTOk) '-6' 10 11•-r 65A. -72.0 N/A N/A 6 1/4• N/A 5 1/4- N/A 6 1/0 6 1/4- 6 1/4- 6 1/4- N/A N/A 6 (N1P/90170M) •-r TO W-2- N/A WA N/A N/A N/A N/A WA N/A 6 1/4• 6 1/4- 6 1/4' 6 1/4' 4 9. 10 (TOP) -b0 r 4' N/A N/A N/A N/A WA fl/A 6' 6' 6 1/4' 8 1/4' 0 (BOTTOM) aR LESS r 4' N/A N/A N/A N/A N/A N/A 6' 6' 4 1/4• 6 1/4• 9 (awwom) 1r-4• oft LESS N/A WA N/A N/A N/A N/A N/A N/A 6 1f1' 8 t/4' 6 1/4' 6 1/f' 10 (BOTTOM) SM SHED 10, tl AND 12 FOR AICHM TATE A 9aCM0 FOR CISMLAINAS NOW WOOD MM 6 RAINS. D w IMMN 200E DISTANCE ARE MOM ON ITN WWX% - FOR Ea I= IRMI"MI AmClAm SPALNOAN OWL IMsCNEO ON SOMSS"E REDUCE ANCHOR SWW N ",L70LVrN SPACING 9OW ON 204MILE N Re FOLLW4 FACTORS 00 „ll 01ACAUMN TO Is POSE OE, pLUCW W WW 01IFRED USNO FACTOR SHWA NOT BE LESS TWA CORM V19 M 810I001IW FOR EAMI ANCNOR ,VIDE A A CH M UM& AlI0OR11BE 1/49_ wraw t/4-9 the. 1/4'. 1/41 -1/a1 ar,s-aiowaum mvetamotaNN-w saLD•aT w NCWA wom N a m I. to a Nam_ a S a S 1/2MMMrR ,t1..w Rr DU 1 3 3 ,/! a ,n • a ,n ONAnIMMWM FACToll In•- 2 r ,m tm tm AS - a, I+ ihIO PANUMI PLUS 1/1. O.C. W{ 1 7/r I MISTING WOW WACO m as 4m. m mow am Ali. PANTO LENGTH /.1-a1P• E# (SR MOLE 1) aK/a r/ 7/D1t E1ww 6M • � ( PAMELIMTE RLA � e , r aE. w/ 1 7/0• MO W10TN POF PLALIIARNDN • v SCALE a/1-1 mom 1. INSTALLATIONS FOR ALTERNATIVES SW. 9W A IOW ONLY VAUD FOR BUILDINGS WITH AS.D, DESIGN LOADS UP TO +43.6, -40.0 V.S.f. AM PANELS LENGTH UP TO 12•-4" L FOR WW WOOD FRAME CWVSRUCiION: WOOD MEMBERS TO BE SDLITERN PIKE N0, 2. W/ SPECIFIC DOG" OF 0.55 OR EOUN_ dii FAD T,A I OF SECTIO & TOP A BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY Al- PANEL. LENOM (SEE NOTE t) SdR• as \ � �'�,� { �: /IhtO FMtE1lI0E RUE ;'-1i�E6�J�ftl/�f• Q.0 w/ 1 7jr �. F]USTR.6 WOW WA m J j{ 7 • r ►'K Aa ILO SCENIS = 1/2• wmN a f (SEE "mE 1) -q--s a) s N _ cu to N O C .0 (u U -0 U C =3 Ca O m Oja 2 O a) LD LL .� cn -0 E O V/ Q c r O , U CD w o Q n� o N C cccu o � N � Y Ci :5 cu E C: 3 3 eo a d A c 4A1 O O f.a O INSTALLATION DETAILS '/.-.'AI'°mw • r °� w/ 1 , NRn. 1MFAt0 FOl7M1WFN l FOR OPTION 1 FOR INTO EXISTING WOOD LIFE STRUCTURES SAFETY STORM PANEL SYSTEM � _ m THOOp ,wIOtW f ro �/•� RnL1ElED I 4 _ s'�'�r= IEOtHIm fEOIDHEO O r ALTERNATIVE 1 ALTERNATIVE I/r wa a/4Y41• IOC,•E -% CIO SEE SCWMIAZ ' '` i r U EO w I I _ - Ei / O _ wmftm c 11 1- ALTERNATIVE 3 ALTERNATIVE 4 U ��//�� {I� 14. �i1/NOED PoE9Mmm%/ , f/C ■ cn I/atAAa/r sM wwrawj WOOD RMCOMMONS & ANCHOR LOCATIONS `V 1/rr-W PAINOIIOE ISWE IS oALTENATVE T"gum AE � P[WtNMOM .M r , 1 �000 bIl@ a/r • 1• /,M/I� W PMR NDE : OMM ,RAOM POT SHRM FOR CLAIM •'"L WALL MOUNTING INSTALLATION ALTERNATIVE 1 W T l` W 3�GEN FLORIDA NpIDING (ODE tOgh Voloafly Nurrlamu tau AIOMi * .ww aroao sc 20 GA(ffi QALYAI.IID STEEL SIaW PANEI UFO w, Z 1. 9411AMAFISAB ARE ONLY VAO FOR OALWM WIN RSA. amoN LOADS UP m +15-% -124 P/ Am Pa s LOW" Is, m r-mr. s Si SO �� �'.... Rt0 � L E C O PROTECTION PRODUCTS, LLC. Nam• MSS x FCL NEW Waco NMIE CONK MLR M WOOD IOIRR6 TO t SWJrAM PNE W. 2, w/ WWFC OOAaV OF Om OR WLNL �!a/�' S) ' IN I/1H. ONw. FL 1S7A4 20-176 Z fNN4 1, ssi �Ms ilt a wr . 1RN Ttn"t , "we LLM)11h, Aft paMaF1F0 PL SN/Sumno Gut aAw0f7,a AL . - WON/ NM 6,0f M or O J SHEET NO. SH 1.1� I 'd1R'1 II' "n 1;.E IF " 1 CAL@ -...----------ANCH0115 (SEE SECTIONS ON MEETS 17. IS. 19 a 20) r MALL SA/17, 4A/». W/B. Wa/T7. 4s/w, MAPS.1"1 MN � �9r/sE. 7Awl+s k AW/7D �9w/+/, 7Ew/rs a w/m MILL O O O O O E T --T-- i `E 1 I 1 1 11 1 1 1 1--1 1 1 1 11 -1 r 7 r MALL I' MIN. 106• I I I ! + I ba�ol vj wiT•fipw n11eL Aw"'RI MAIM. , I 1 -TDricnal . vE ,1 ,,' Awe WDrroRr OwWlgw , , , O WI(/t7. W17. SOL � � NR O Lwi a,IMM 1wLL- 3R/+2. {a/1T, *Rik 3. 11 MIN. aAw/Ts'. TAw/is a rw/2o T1w/T9 a aNi/2o -- ---- ---MICNORS (SEE SE' 70M ON SHEETS 17. 16. 19 k 20- OPTION #2 FOR LIFE SAFETY STORM PANEL ELEVATION SCALE Vw-1' ,/4• rHL w 1 Lumm SECTION A -A SCALE 3/14r-1' MAXIMUM A.S.D. MOY. PANEL LENGTH MINN(UM SEPARATION PANEL DESIGN PRESSURE LASS CONDITION RATING (P•8.0 (SEE SECTIONS) +55.0. -72.0 8'-5. 2 3/4- UNBOLTED TAPCON ANCHORS D.D. INSTALLATION DETAIL FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 11MCa1 ANICII01ld ___ _ f1_a' WC9D, NWIJIK 1/1' Torom AmC* S D.C. roc. j -r O.C. POUTED CONCIEIC POURED comers ENCRETE' POURED ODN7ilE D 0. J. QED I T EA.• • j I I i ce• 1 + M MOAMIR 1 I a it I It It NABS L � � NA56 1 , GiAE ,.. .. i 1 I i 1 R ow R -� ' , I I CC E. N.s w/ Itit{- ,/{Y 2o.yaBs. Mx W/ WINO OUT i 7 • !/32' WIND' � • II 1/Y OYMB TAR WA&ET I 1`--- �r -`%B� ' W" wx WASHER �® I! i +/a' oc. 2�e. wAtHsn (sEYNiD) i Vili, TAP, ANCHORS 1 1 s' TAPC011 (WTA90DE0 w/ SOD) fsTA9•EJIfD w/ SRO) ! -40 4 1/2- aC. CNNIWD CONCRETE PAUIED Cd/tlKIE _POURED c0"c11ETE-[y1AK0 an CONCRETE 1yA' RECW���*��y 1y�..� y •�+ �•yy�.�' �' AA���, �, R /� 1Q�♦.•R Uffy�A� 'N1D.CN�y�y aC ITALLATM WALL MO ETTAIfAY�� mIf,�fYdROWm '1 {YfY �A KaI a• WALE 3/S'-,• SCALE 3/9•-1' SCALE 3/8•-1• SCALE 3/r-t' GTE ow 1R a W0 TOR A R AIo= Im vom >►A4'ENO Ma NHrlAtue"a Mao WrOODOD an W 0. mom wALae 0.4 3 NtWw WUImo. MINIMUM ANCHOR W"M 40 MINMIaI MM ONIAM ARE $10100101 ON DO •OaaMNA,o ONa'HI.6A) a R7{'RME FOP Ea US THIN 0ORIOm ON aaTmwt Rm1MLz ARnO1I WIRORe M MLL/IFlYaa 61,0004 so" ON MWAILE a:.MM•I RA"r wA• Ra N1AK v Nw1O1 W fta PO;;-K MACROS. TOR 111E M/ON 70 K POwMWLE. 1 �Aa• ---.- WA m WA SNGwID OWTAIIIm uIINO FAc1M wHNA IIIT a UE W" WAR" IA00" NWAU TOR MCM ANCIOIL TILE ON THIS So1m1Ai -- _- -- - a• Im a ,tr MCI WK)d1 aaf_VL-1wk•1- • ' l; 9 ,W Y4111111A. alai. -i fohil v 1119.1A IN I � I I I T 1t I•n 1lINMM W I -� , M 1 I 1 j + � i ' I II EDW I 1 I 'r ! IH4-10Y PANELMAR PLUS w/ 3/3Y wm NUT RABNER e e 1/a D.C. REOUIRED 0N�!JAILAIN L SCALE 3/8'-1- ME N • tO MYDER6 a AIOHsa TM 1/4S IN'. wpm A WS FOR ,1eIMLAmie Y11D WOOD " OD M. ARNwwR r■aw 04 2 3 ww wWale FRANK 1ealY AK/gR ST'Aa106 AMO HwR1aM mOC OwOMc[ ARE ReKJMED ON 116 O■nw,M, PIJ •W.- a 2 1Lnm u FOR CA LIS RAN RAM= oN SOMILE Rm9CE ANCHOR VACRw M NRLIIKYIM V CIN9 Sm" ON GCMM" ILa Ha.i oWr 04 3 a HR AWL sh ontsLYOR WY INKFOLIDOa MICAS. FOR INS OPGIWYM 10 WE POMLI. ASIA tD r �----- a `-- _ __.._ x - -"__._ t SNIGO WDnRO tow MTN SILL MY__K Lio TWAMom" sTYY"w 11101116CD TOR VAN ANDM TYN oN THO SocoLu at .r SWIAAM w r , u II i v,Ass.- 1 ! tA• PARM ATE PULE w// 3/J2" WIG NILI YNM9�1 � (•EYOND) OR CONCRETE BLOC11: REDLmw WAL I MFjM I ALIdIl4t! a SOLE 3/1r_1• INSTALLATION DETAILS EPH OPTION #2 FOR LIFE ;SAFETY STORM PANEL MILM 40mm INTO EXISTING WOOD STRUCTURES INTO EXISTING _WOOD STRUCTURES 1, E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVAIALATON DOCUMENT (P.LD.) HAS BEEN VERIFIED FOR COMRYIICE IN 8-0 MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PNICLMAIE FEMALE D k PANELMAIE PEAS RNIO CONCRETE _ _Ate, " ��4 T+ ACCORDANCE WITH THE 20" (7th EDITION) OF THE FLORIDA BUILOOZ. CODE, RM SHINE BE 1 1/4'. '_ I t"^+T �i ` 4 y' 7 k '�•,, o` 11 jl DESIGN WIND LOADS SMALL BE OEIEwMTS6 AS PER SECTION 10200E THE ABOVE MENTIONED COOL 12) MNB" EMBEDMENT OF ,/4Y X 7/6' CALK••M ANCHORS WALL BE IS 7/r wm CONCRETE. ' i FOR A NRECfONM1IY FN10101M Ltd-0,BS. VSTNG ASCE 7-t6 AND SFYU.L NDT EYCEEO TipWKIMUY _�ppp tWADfR 1EAOON ,� f pm ,wit R l�yypppppp �,� i�. r� 4 Fq1 A WINO SPEED A4 Rgr2 BY TIE gRKSDiCWM WHERE Y ESE WINRTERS WRL INS(Ati£D 1Nq NO EAIBEDNE/aT INTO N#I FbRSYI WTERML SWILL Bt PERMITTED. - r WCDLw1m : • ''RENNRD "6lgwtm ; �'.. 1 (A.W.DJ 1/4' I-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUCH(91OULD ANY F SH 44TFLW EXIST) TO 11 DES" PRESSURE IMr*= KN01Gt1ED ON SHEETS 25 k 26. ' , 1�{Y TMCON e r O.C. 1/4•F TAPCON a B' O.G. ERDAfE 3/4' INTO ANCHORS, C{ IAFCON • r O.C. 1 aY IAtNYIN • r aG. , 4Y TAFCaN • r O.C. t 4Y TAPYAN • r D.C.---�W�(1__1�:2 MW. TBIOIOED ! 1 '7/1 r/Z MKT. IlpIEADEO N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS WTERMVJW PER ASOE 7-16 INVADED / : 1 t/2' YM. 11IwA0ED t - I --.� 1 1 r 1M tMOem ! i 1 t r MN. iNVAKD i\ 7 I 1� I 110N Al W000 i I 110M Al IgOD SHALL BE FIRST REDUCED TO A.&C. DESIGN WOOD LOADS aY M{ETpLrIN6 THFA1 81' 0.W M OIOFA Tp 6.3) W CASE THAT PRECAST STONE. OR PRECAST CONCRETE RAFTERS EE FDWI7 ON TAE EYKtFNG WALL, N WOOD 110N AT IHODO AT WOOp I AT AOW } TO COMPARE 1HIESE w/ MAY. (A5.0) DESIGN PRESSURE RATINGS WrAM ON SHEETS 25 a 24, ANCHORS SNKL K LONG OIOUD/H TO REACH THE WW S1RUCi16eE SPRING SUCH pM&15. ANCFDRAI'E• ✓/ HEADER 'i , -, N[AOiOT / / IE/OFA i - I� LEADED t ( . 1/2' ,/a• k �r ' '/7' 11/a' 1F _ tom. '/a i �. 1/ F,, I/Z 1 t/4' j,,..,. 1 1/2'On ISO' 1/a' IN 9 AN OR" TO VERNY THAT � WNW m USED N THEIR ANALYSIS, FASTENERS SPACING To WOOD Nos SEAM ANCHORS ON THIS P.CV. AS XM WOW NOT OWR 1 1. 11 EN WAYL BE AS MQNTTOIRO IN 8.1) AM W B.Z). 7/7, M _. _ .... _ _ N. S. 2015. (C) HONORS SHALL BE PETALLED FOLLOWNG ALL OF THE RECOR/FNDATMS AND OF THE ANCHORS ' 1 \ 2• MANUFAGRMBR. HEADER \ WOOD /EAGER I E I + STOIM PAIEI'S ADEOUhCV FOR NMACT MO FATIGUE RESISTANCE WS KEN VERIFIED EN ACCORDANCE WITH SECITON 162E OF REOpEO . 1 REQUIRED .-. `, (MR' I ,1 R 91HALL K THE ,HE ABOVE MFNiONEp DOGE AW PER FENESTRATOI TESIIG IABORATOM, INr gEPORT 203T, AS PROTOCQS TA5-ZO,. OF THE CONTRACTOR TO VERIFY THE OF THE STRUCRBE WHIM SHUNTER oR wow F1MME rRXH:DRNcs. , us - LAID 1AS-203. l4 TO K ATTAgNED TO 6151AE PROPER MICNORACE TN4 SHUTTER SWLL ONLY N: ATTACHED TO CONCRETE. BLOfA ; ; ` _• COOT i. iMi SYSEM INS OE O A LADDER 10 BE T. THIS A ON TAE OUTSIDE OF THE OISTALL ACCESSING TIE OPENING FROM Siff $OL/CAUL( ALL SHUTTER COMPONENT MOM MOGN R€ 4W M COMMMIS 0 G I i G FROM w/o TIE IRE STATURE. OR ART. THIS AAPLHCATGN rs vALD wNnN aISTALunOMN 15 TNMOGLD TO K PERFORMED 12. THE wNSTAw10N CONTRACTOR Ls TO i 1 1 i � , FROM tHE ,NSIOE OF 51RUCRNRE• CONTACT RnH THE BUROING TO PREVENT WIND E7t6Ui ,.. » I j AINF3esfNi ,.. >VrlyOo, W, wro,6„ , Lncm /RMM INTRUSION. C11HX AND SEAL SHUTTER 1TMCK5 ALL AROUND FULL L l' re.A CLAW I"� 14) � ; EL LO •� lam Ia w e 1 � ' elm S•UpImISAa - ' 3. SUM FO ED FROM THE IN S OFAPPLICABLESTRICTURE CT TO SRGIE AM DOUBLE HUNG STYLE WINDOWS VM1tFRI PSTALLAT,ON S 1EOVRCD TO K HIEwLAtloNs FRONDED 8Y THE JURSOICiION WHORE POTENT S APPLIED t0. (in W3e1NE i + DIED: ME�) ^_ ON ralre ___ - PANEL LPN" 1 'G,," i "Di I m Imo) -a RHr MD A^. V „_ w. RVRwNON i PANEL ILEFKTN C '� I _'nI PANEL PERFORMED FROM 141E K6TOE OF STRUCTIAIE. 13 STORM PANEL INVALLAi10N SHALL COMPLY URN SPECS INDK'LATED OO THIS DRAWING PLUS ANY BUILDING NO ION04 NRr. aAae I A w I Ama N.E/IOIN MASS 'M I 4. SORES 200D INSTALLATION S APPLICABLE 10 SINGLE AND DOUBLE HUNG AND FORQODA SLIDERS STYLE WDGOIIb WHEN �+•+�' mom ° Ta (SEE NONC I Sam) TD OAIR I LlMC1t1 WINOM AND DOOR$ NC E - Z HANG STORM PANEL SYSTEM`• S PNDGR Pno IRE I DINS!T �_._ eOONLE _ ' 'L' INSTALLATION S RWwRED TO K POEORYED FROM THE INSIDE K STRWf:I1NRE I4. ATMLM a TNTA He t_ . a alai M / ow "0 A ISM NOTE I BELOW) t aY-20A1' _ - (SEE NOTE T BELOW) AUJMa; W EXTRUSIONS TO BE so" --tor ALLOY AND TEMPER. UNLESS OTHERWISE 15. R THIS PROOCT Eo"1 ON pOCUMOVE (P.E.D. PREPARED 8Y RIDS ENGINEER S WC AND DOES NOT PROVIDE S2-� •. A.•,, y I -' oLAffi I I M.W. W/Tu - - ( () REyRMAYION FOR A SRE 3PECRIC PRQIECT7 )IAA WHERE THE SRE CONDITIONS DENATE FROM I E ►F_D- _ l' _ ::'_,:� ,'._ _._. M/R ._..et' N _ B. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 KLL7/. •'�• (M) COi1RAi OD TO A NRPON1" FOR TIE SiI.iICHEI IE DOESSn AND NSTAt1AR0N HNCLUDING l4f SAFETY OF I TMM`AOFDM 1_.'� _� _•�� 1 ; T' .- .v ' J._.._ _ _.) 7. ALL STEEL STREET METAL PMJE13 SMALL iNYE 3T1tuCR)RAL NW.1T' STE6. +LStM A-937 GRADE 50 Min.L MLVWIZED STEEL THIS PRODUCT BASED ON TINS P:E.O. FRONDED HE/SI1E GOES NM OEMATE :ROM THE CdIDROl1! IMTNLED ON +jT i OETOINT,oN w/FR- WBa kM (AFTER ROLLED)• THIS DOCUMENT CONSTRUCTION SAM AT SITE IS TC CONTRACTOR•S RIE�ONWIBRJEY: _-.T. S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AI$, SERIES OR COSIGN R615TANT COATED CAR80N STEEL AS PER DIN (e) THIS PgOOUCT EVALUATIaN 00CULEM DULL K CONSIDERED INVALID E M�IF1E0. I I IIIDWINN 6 RNOi •'dR ; / WDIS W/ 50 1W VELD STRENGTH AND 90 IM TENSILE SIREMFN At SHALL COMPLY W/ FLORIDA BUILDING, CODE BECION 2411,3.16. i ! , (9) SITE SPECIFIC PROTECTS SHALL K PRUIPM BY A FLORIDA RtG67C1ED ENGINEER OR AROVW WHICH ,DULL (�j ( ' s. BOLTS 1O BE ASHY A-307 GALVANIZED STE13. OR ANSI 304 SERIES STAINLESS STEEL. WITH 3S ,W MINIMAL YSE D STRETWN. BECOME THE ENGINEER OF RECQIG (E O,R) :OR THE PROJECT AND WHO YELL BE RfSPON9BLE FOR THE PROPER r I 1 '"' f I ' I USE OF THE P.E.D. ENGINEER OF RECOM. ACTING AS A 0E1.ECATED ENGINEER TO THE P.Eo. EIINOM, SALE _� - _ _ _ 10. (N ANCHORS TO WALL SMALL K AS FOLLOWS: SUBMIT TO INS LATTER THE SW SPECIFIC DRAWNBW FOR RAVER - 1 M (a) MR 1I5 PED. SNNLL BEAR i!E LATE AND ORIGINAL SEAL AND SPOWTUIIE OF THE PROFESSIONAL 040M Or ANORS RO LINT PRETMF.D R _) • .1_ _ _ 1 - 1 _ _�.._ 1 t 1 s. - t/4'0 TAPCON CHAS MANUFACTURED BY LT IN. BINLDEY. SIC. (MIN, re-3192 Im) M / EO I - I/4' d K 7/I' CAUf-IN ANCHORS. AS M4IAJFAC7llAED BY DflWLLT INC. (LAN. re..ED00 ie.al.) /B. SFORM PANEL YANUFACTIAIER`3 tABEI SHOAL BE LOCATED ON A IIFIOKY VISIBLE lDGT10M AT STOW PANEL W a f cart. 1p11I. / I ' , w M.S. w t `•.yY-2pJ,I4st Ma. w/ `�>_ I - i : : L. L. 7/B'ai/]x' �. " - 014-10 PANIELMATE FEMALE m a PAMtLWTE PLUS ANCORS. AS MANIIFAC!ERIEO BY ELCO CO6tRUCTION PRMUC13. 7J•Y • 3/Wr WIa ANY : I( I �'4 . 3/Jr ON ii WASN•7t a 12 I/r DC, , !� wASER (KVO�) 1aNT _ P 1AKlIND CE OOLEIY SE NUILDIND CODE. ONE SMALL E PLACED FOR EVERY OPOING. 1sIwETt • ,W t/T at NUT WASHER OKVONO) !I ' 'i, R. 1 J __... _.._ .- _I -- (ra-3330 .J) Sim H7 �3 09.9�THE FLORIDAFL RIBA KOLDIND C'�OOL t n TAIHXIN • r Dt I --) ) ACCORDANCE WR1H1 1 1 •4.4 vocON e r O.C. ' -yes upm e r at t IT _ 1 I L. At) MINIMUM EMBEDMENT 7F TAPCON ANCHORS INTO POURED CONCRETE SHIN K f 3/4' AND Y FOR PANFL,ATE 1��� -1 �, 1 MN. FREAKS 7fWSS1® W/ MID) R - TAIOOm r/ s711D] 11 T'fIEtKAigN AT MDrDRI i k 1 {I Y■a• YI000 i i _ i�/•Y , 3/IT WAR; NUI 2•■{. tGED l� ,7%WY ■ 3/SE• wTNO HAR l j . , , AML ITaEAOm `:, RRwk m I r I 1 I sNwER O 6 , ♦ O.C. �' IN FEMALE D k PAfELLNTE PLUS. Ij OF RAZE :,i , TKOIIIREp i / ' RE0IARED 1tTL4Ett • (BEYOND) AY Ma1DIN -. `. N ,sNam i ` • WOO RATE OF PILM I ,I OF 111A+E • EED PLATE /14-10 PANUAIATE 11 J Pl•-10 PANDAArt •I 1,; '� A2) MINIMUM d1Bm•ENT tx if4Y Y 7/B' CALK -IN ANIX401L5 SMAL K ,S 7/a' INTO CONCRETE_ NO EMBEDMENT INTO P ANY FLASH MATT KV. SHALL K PERAIrTFD- zS{• .ODD PINE 2LINr ROOD PLATE • s 1/4' as w , 7/r" --`i , 1 e I T/.• a0. w 7 N- t BOLTS 14• .-2o ss s,OEWNLc USED S/MLL K LONG ALµ --- � -- M1 MDYIDTH�OF ! T ! 1 . IDNIOTH THREADED � j I 1 E/ICtINI(sNGUIO ANY FTNNpf MATERIAL ON6'T) ro ETMA6E 3/a• WALL 0 ANCHORS SCALE 3/r-1' •,�- ✓ A3) N CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAYERS BE FOUND ON THE OUSTING MALL OR �'�'� •r ^'/ WCATE 3/a'-,' JIfALL.:YCIIi NNJNAIIIkI NWALL 1 FLOOR. ANNYIORS srvuL K LONG EMOUCH To REACH TIE MAIN sneDCTLIK KM11No SUCH PARa3.5. NN1,71pRAGE SHALL `�l`:CEN 9o1LE 7/a'-t• OGLE a/B'-1' T Y*r 1L K A4 MENNEb IN Ar) AND IN A2). F +'- I6Y4 SCALE 3/B'..1' !> '•'frl� •(/lSCALE 3/VW (a) TO EXWM COAICREm am, rui_ *�' ND.4416T FLORIDA euwINc CODE MTh 1PNNad NMrr(eono Zap'\4 SST FLORIDA BUSSING COOS MI Yafolr NMIYtdORI Zap FLORIDA &)TIDING CODE MMrrkonR + I6TMIATONS AM DBY'AUD MR KRDM WITH ALa DO1011 I.OU$ - 1/4' I TAPCON AIIOIORS AS MANUFACTURED BY I.T.w, BUILOE)C TIC. UP TO .6sW, -MO PWF AM PONEL S LAMM Is TO r-r. 4 1 RMDO mmm wa PP YCILS HO 44167 {ImR x�D •e 2S CASE GALYAISZEO STEEL STORM PANEL Fr. - 1/4 0 Y 7/r GLK-IN ANCHORS. AS MANUFACAM BY OEWALT INC. (rm-15oo aLI.) p 'r WHOM tEFina A e r GNAW W, 1. NSMLLATFDNS ARE ONLY WAAD FOR MADAM ON ASS. DESIGN LOADS * :* ` oft" Sr. - %t4-f0 PAAaMATE n VALE 0 AND PMUWTE PLU5 AN040M AS M"WACTURFD BY aLCO CONSTRUCTOR ORM1 _ 1M• ;# 20 CAGE GALYANQEO STEEL STORY PANEL .e• 1 2O CAGE GALYANQEO S1EEl CORM PANEL II MR Nd tl000 MIIIIME COMw1MAi4N Hp00 HNOHOS TO N SW,1EM1 = * : U► 10 .55.6. -72.0 PSF NO PANELS LEmm UP To W-S•, s >k : 4T/3Ij4q PRODUCTS (F' -2O71 paQ " E C Q INa- iME NO. 2. W/ SMOFIL MO" Or 0.5E GR mLAa. s ar/wyp2E 1i N/11 1 LT I E C O ;NB. AL PRO1ECT10N PRODUCTS. LLC. R.>E 1 FDA Maw Wood FRAME CONSTR« IM. WOOD MEMBERS TO K SWUREW 3i � ATE ��. E �'. � ue. PIIOTEwCT�110N' PRODUCTS. U.C. � -� PROTECTION PRODUCTS, LAC. W S 0''• :• `4•OWILLP. 33snw 3 wNE NO. Z w/ SPEGs,C DD6R1M a ass OR EOIL4L. O,h; OpTO •. TwK a aaa/a NEED f a si mm a INw a a 20-175 .. a�vaa _ ammo RRw pIgIMA-Mia, aA: BIaRWI.a97 20-T 76 TiPE, a aS3,a � : ..... E• ?__ _ �S R y,M P11NE OEa}p-IOU Nw: MgFS-Mi 4c_ S.0 •' .1 �c �O - _F+ r._ _ _rSa w nlwc MeaTp►-ALES, rw: tMa11r-on 2.- COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-17 -----15.1ss• (Tout +Ton+) --- ^-2.2sr= : -,2.500' (vFECTWE rTDT1O� I La � THICK R 2 i t , TYP. AM A-S6a -EDK GRACE 30 IWIY G_w 9ALY. �,.)aEtUL A 4ad - - -- --------- , 711 O 4TIiIoIL PAYEE Pwna oo Ls ` *O.W I���LA ROUNDED COO ER a ENS OF PANEL'S ENO UP W/ HEMMED PSI. (N.T.S) ,7 r'�• I_ 1--3, Mm.--M I O7 3"EE3"(janit) ALUIE_ ANGLE N ! TIP � y Saco' 2-2•4' i Lam_ - +`pT�• ��. O2 >REMRSED "h" TR= i 18• P I 2DOD• .t2Y. j_ J _ -I r O "aC TRACK O UR,40W BOBT-TB ANNn. ALLOY f i 75D' .Nee• RFPJ -,7W- STOP BAB III um 5053-15 Mn. ALLAY i 2aso'� ' fsy Vr. i 2.2N' 2 500• I' Nr� © RQ&TSM "U" TRACK T25• 2.000• © 2"W(Max.) ALUM, ANGLE mw PA1NO) (F1t0aoR tYVIOJ (IOONOR NMN lwT0I0I1 ►A141J f0 a 'L' ��i ►1�L! 1�1 I I 1 I II.1�;�J !, j 40 Y 'L• t 8 NOTE 4 Sam_ �I101E aF LMp NOR ODaRRTE A,IDe11R SITE rWmA r.'" 1 lKNOMA[ ON aNMT MOIL LIDO 9TXP t• 1� E a�No+E ! I,�a®r/ a w/Ow.® is xaYOw�O)1 aw 2R • LAST IIM16 0 Yo K ISWAtO AT IATI 1WpAP�LL A�Kt17 W If1O0m TO K NSTNtID FWa1 SOME - PUNK tY: srR0ctu1E w_ w ,/A• w- w WTa1w - (1)• E - 2 HAND $TOIKM PANEL SYSTEM CONSSITNG OF PANEL + CALM. TRICKS TOP A BOTTOM. (2) j[, G PANGS SMALL ALWAYS K CONNECTED 70 aDTrW 1RACK OTHERWISE A SROP BM �J SWLL K PROYUEO AT TOP OF SUCH PANELS, (3)L 4O•IrD MN /L{ w T T w 'LAG UNIT a'E 1/DU YM31%i Wei. THU CONSIST W T BI7T70Y 710N K FA51O{OS WY Bf AT OREN OF TWO EXTEINOR FIAT FLMGE5 OF END PANEL (4). IN CASE THAT END PANELS ARE NOT CDM w= TO BOTTOM TRACK (I.R. A STOP BAR s ONLY LASED At TOP 10 LEAST TWO PANELS SHALL K CONNECTED TO BOTTOM TRACK USING SPECS ON ALOE (3) AMC IN SUCH CW_ CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. ( ) SEE SECTION V, V a 4' ON SHEET 24- SEE ANCHOR SCHEDULE ON SHEET 25. M1MM 1d» 1k. Tj rim., 2/24 10 T'/24 4 AI ONE NOSE 3 ow R • i• M pK 1 am" i wi 4.1• , OF } 0 Y 1' 13- 44 2 •L• �'�-�•--ir--'t--•i - MWNELMATE��� Ri+17TioR P 1/Y 1 1/+'I ,iTLEwO Ib' - LJwT MVal TO K RRTAUEO AT EACH ORIeS M.AOL BE PROIp[D W INWOE OFOF 10N1BE O ALm FIRM _ STORMI>�-I• ,H' Maw V4. N• wl Ap ar BEAU !F I4>�LBF E - : SOME S/Wr - V (I). MEwI1RON K SETNFS 1000E E - Z NANO STORM PANEL SYSTEM CONSSIINO OF PANEL TRA:Ct6 AT TOP k PARELMATE PLUS OR is' LOG AT BOTTOM W PNaLWTES. (2). rl+o PAMPAS SHALL ALWAYS K TTTECTED TO E1A�tlK'. 3KA WALL Tx MEANS OF PANELMATEs ORL F USED r W/ IS LONG-S-NJM$TRAM AT BOTTOM. ENO PANELS SHALL K CONNECTED 10 w/ I J4Y-2o3/4 w/ 7 2• DWING NUT ESCRIBED 1NIAIKCREw INTO TAPMD CPT 115 (3). FOR CARS MIEN DID PANELS ARE LSE JOM/ILY w/ is" LNG ® AT JpTTOM BUT ENO PANELS ARE NOT OpN/FLTED TO BOTTOM TRACK 7L STOP BIER tQJ &MLL K PRONOFD AT TOP EE SUpN PANELS. (4). FOR 1ISpAAAT10N4 WHDI END PANNE¢ELLJS AND SOME NtEPopR PANELS ARE DIRECTLY MAYMAOCR TWO BE USED ED to JOINTLY W% TRACK K'A ACT ON EIEVRRON MIND IFJ( N{�N�3 1 1 L NOT WED ECDETO KK %TO �f r9NLIpK W SUCH tNNi ADJACENT PANELS LEST a RIGHT SDE OF THOR OVERLAPS BETA ar %. ODOM mx m °H W P.aI 1 �• -, INSTALLATION D LS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL 1 INTO POURED CONCRErE OR CONCRETE BLOCK Na A�H,waeW E Meaa 4 o.Lroo A r Fs �■oR "Pas tM W4F N a WRa>b a tatDO>� 5 i t I 1 1 1 I I avr0"1°iRWWNN _ QtK•AN'Mi10 H t 4Y- 4 ' w am t [DUN O1O61V $ P t> , ' I 'EM SO WALL Woulimma ow 0 xAIE 3 T 70YE (Q t' 8 Maj. um ' ^- '� IH ,vrNotocpOYa NF9UEBRO'NRyFL`rOR 4 >z E w 11Iw • t w o ,R1Q WIw II I nooa L, - ® 0 Nw' row 107 , MAIL.i to . EDGE[ OWAIK! SOKE• H/2' 1• V" ,x E -alla�sN. m ac '%Dl 11O O•A� �a V Awl ootfoi.� d co -co O� C C .� cu U '0 a- cn O O = O OO W 3 = LL O .cn c C f`cn O L a z z W J t1 W 0 4L :5 O C ca y C7 •tit F� K Q- y •C7 Q J^ Q rd tM z U3 N Q ,I•C,n ED C ev 3 3 wDAc w DA o 40 C Cd m �. a. v cn�� cu O U c cuL..i.. O ■ cu m Lu z z Q J 0- SHEET NO. SH 1.2 ,__, , , a i i , , iJ � t.s Flr�t,4 Mrs , ,t t.,l (i..-'"--- 9 ski , s •fl 1 "� I � t .1'tiu � ' 1 - AAWMTO or- -.M- P,e.f (SE<'= ct7Nd. -"0. -73.3 RP OR LESS 2 9/tr BOLIM • V. 4'. 3•. I'M 2-II ! 3Wf +6/.0. -7" 70, OR LETS 3 7/11^ BOLlEO • 47 A NINE • BOITIB W/ t i'rv-273/aS.S. N.S. A M7NONR AT M1W k NOR OF PANEL Lvam JIGNIGN ,INdIIM ANCHORS 1NPVNMr9 FORE 0. . 3 1/Z' "• NPWN m" To C01ldMTA, DF "M Lamm v w1tO. pRES,gypE tU+GOtE IYllt-W tYRO1M•lE fEMNF O RNIBNATE PWM ro OtwplEt[ 70 OGNGkTE W oaNRHTE 10 CON)M E 12 N/A 12' N/A Ir N/A Ir N/A 11 A 2• (TOP) I t` D• W Lff 3' S' a 5' 4' 1 ` ) 12' r Ir S- A. a' Or r t BOTTom) 88.0, -75S N/A N/A NIA N/A N/A N/A 12 1/2' It' r (sorm) 70* OR LESS .. T NfA 6 t/i' N/A 4 1/2' N/A 4 1/2' N/A 3' (RIP) 12• k/A t2• N/A S 1/2• N/A 9 1/2• H/A 3• (COTTON) 12, N/A 12' N/A it N/A 12' N/A 4• (RIP) 12' B` T2' 9 1/2- - 12• IT- 12^ w 4.11 TTO ) >R LIMITED TO OLD µNJ. A.S.D. DFSR.N PRESSURE RATING. •SEE BEET X FOR AAVN M TYPE A SPACING FOR IMMAUADtK INTO WOOD Fwm WJAM MAMOM AN "OR SIAIRNGQ AND M RIN EDGE DISTANCE AN INDICATED ON IRS so4mmL FOR Ea NEss THIN Room ON S CHOMILE mmum A t7 OR aPw�lc BY MULTURYNIB 4PACIN0 tr,OWN ON tIClIDIAE N TIE iTALOONG FAC,0RS. FRF THIS OPUtO N TO K PONINX FEEL = 9MtlMG OBTAINED VINO FACTOR SVLI NOT BE LESS TNw MOWN IMAGING R MM FOR EAGH NOW TYK AT MEAN T E. TRIM i Ijrs 1/CF 1/43 TAPaarl ..irw�E aMR-It r. MOM taeaw 00 3 a 3 3 1/2 1aN,1•rAtTa ow.m,1N 00 3 3 a a "M' LXAWI■ •I■ a13 - 3 a ,/7 31 4 RGBIL BO *AM 11/r - SIT Y S t LAG TAG i + KWA-3 N.A. DISTANCE BETWEEN B6TOM OUT .11 t AID (D TO BE: 1/2' NaA 1 1 •!••1• nowi $ Yaw OWANCE BETWEEN Batton M° PANEL 1 AND IM TD 11C 3/ir IAUp. COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 ---15.125- CMAL -- - 12.500• (ITTECTIVE Wes ••- ---- ----.- _-•'.193• I T/4•i21R5/4� _ ,. --4t IletnP-7- �; �{ f -F:no r .37M - ,28 pia NND E e 6 1/4' I ..-.T,3�G• .._T.370'_ {'` 1250' OO' .100'-!� #- t0• 41 DOWN SEIMNOWO t .Z>D I.1/iEN►m ODN�A •WR7J9 sUK um �J EDGE AS1M AM3 GYP. I -!... • SINCE A 4C ------------------ f .375• ,.3so• O STORY PANEL .�.-law _ _ ORAL A- !�-_2.Ow--^U PAELS gum K BMALLED Awn=--Z387•--' Me LEFT m NONE W/ I r LED ■ • ■ HEAQER ANGLE YITRN STUD AT RMRIn 2 H 3 a ERD LEFT BIDE a • - O --a O F" TRACK 0.024• tMWL) } miff HFO LG' OALV/IIRE.O STEEL ,F/ AFRAID EDGE J I 17fL.IMMFi • - --.1 E or o.3s c zs9v - _ LS411E1$iC EW �1111.� is�•i - 1 zm• ? 1 OR ROUNDED CORNER a ENDS OF PANELS Me, •.�-; END UP W/ HUMMED EDGE. r . N,WL L s . 026 .1w 75r - 3.70r 2aoD' 1 Lai• (Ai jj - O 31 o5�-N+� + ISE7 HOLE AT PANEL i __. 2.11Ze r= SHOT a FOR AOGIAONg . Air U*TAMM F SEEEVE WMN e 1 }•. (_ . -.. ; L ONLY VA D I= 16MLLA7tRM 000 SLEEVE Q 1 %A 1WOD STKcmf S. f.250' 375•� AE!►IRTta• N. - R Ty_ 1139. _.._-__..._� LOOp•_._a 2A00• ! 3.73a• -2348•---" t-,iB• e060'I )_ (7YP.) ': )75r �. I OJ REV. IN, HEADER �S _II• HEADER F v --- i 0 -t' TURN. TO S• mow, - • -----Z,Oor--- j Man ® LENGTH TRAIL © ANGLE tea„(11' "J" TRACK Q P.SN6L1i6MOM 37s' .304�--, QOQI-m ALLar ,tA (GTE A. TI((/r (LSE an.T FOR E-Z NNDG5f�oro4� PANEL. � it,- isa• -j �°• .7c i7s• U-- SrsTEAE) 6o63-n ,iLIRa. ALLAY 1»B o' ND.4$167 FLORIDA BUI(DIND CODE Non H( h M�laGl: NMTT•MoRB ZG/uLoa MB � (�T2 STATE OF «mto m sa we. 24 GAGE GALVANIZED STEEL STORM PANEL vim 2 odo 1 (TP) {L L- �E >L�r wu - Li Tip , F D! L 6 6 PROTECTKOt PRODUCTS• LLCM B'/"/'IM° IL ECOEwe. LSE �, Maa E.W. 6f SI,a7 d-f c a IwI�A WNa� A AFr pMAr n m14 20-175 n.. , IN m-Ie• . rr, NNN Fn-,e, Awtc MN)EEI+7nNa, pa M4)atla-WNa7 B�W�LfD�o-FO�UAT,PL�"�F" Q GUILD -OUT "rM TRAGC ©R s� WASNERED wIN(aluT ►L LYjlOfoWE/RaE IRw1D, A WLR'i. rt •w• r• amt "wd TRAM A� (ZAMAC 3 ALLOY). ALTERNATE CONCRETE ANCHORS LOCATION SCNEMAE ON EIVSONG POURED SCEDUIF Oti'- EX157M0 PORED COKCREM. SHEETS 9 TNW1R g10) NC OOWE ROCK�iOL Sam I THROUGH 161 on CONCRETE OLOCK , REOLAM. --E.a E)OSM POURED Koko". TFRNATE LED LOCATON CONCRETE AAMAIORs , (SEE �IR.E ON _ CO/II:REt[ RFAl1ME0 r > SHEETS 9 THROUGH I. 1" ' I/4. 1--, �; -N°-" +a- +-WiAB�D 1B"°•"BaloFa 1/2 j1/4. 1 -T-- CONCRFIE ANCHORS_ (SEE SCHIEVAE ON MAX 0 +7 ,/y aG / 1 SHEETS 9 THROUGH 10) I L I 4c/s.�W,-wAT• E.O. e PAWL LENGTH ISM SCHEDULE ON SHOT 3 1 !:J 3 L SEPARATION I9difdlAi" i SHEETS r 1 I tNEMN m Y-e') IV M- TO CLASS, i ,/4t-TOLL• of (SCE SCHEDULE ON I SS WA1B_ s/yy (A[0 SCI�LA�E 1 1n'Y-adn• *A ( 1 �M, IDIYi i E ON 91EE1 s) 1 K K atadAA" !JI ' M- PANEL 1E�N0,i1 .,,,t .. _ a 0ai StNEkT''..:-.�- '�-�.- .. 6t! NWI RNt tRNOAT ODT Y.h :. ( SCHEDULE IgpR OAWt 7�) PM7E1. LENGTH 1-- 1 OIH� ".-w,e. , "on" "n'-[ 1..._-. i � (SEE SQTEDIA.E N ON SHEET � YE m GLASS. 1 sox E A - ��-- i � I I ON SHEET 3) OF v OF VI ' _ ... sox E.C. `+%j 1 SPACER_ &D j/-LpGTit F 'V 1 - e i i/r OG : ----- _----t---__.I 1 � F 1 L , __ Mat1s Y L... E _____ 1 ,'. f \•��; CONCRETE ANCIOIS, SCHEDULE ,` 0•WMNItM _. CONCRETE ANf2NbR5 SCHEDULE (SNEf15 F1[ ?': .:\ :,: OF LOOT OR SLAB SKHRiFS 9 THROUGH to) , y�'1]9,N "" 2 THROUGHSOE 1Of --N p 12 1/B• LONG LUX. MAW" S•' \:/ e Q i//e aG VALD FOR LLD J„ T. COrGHDN) POURED a+ICREtE � ALL DEIGN LOADS AM PANEL • WNDRETE AAtCDRS -. .f CONCRETE . OLD"DRIVING idum b. POtIML CONCRETE � LENGTHS PER SHEET 3. ON CONCRETE aDCI - 1ntotmim' MAX, IOHD ALUMINUMEFNAO[RS e ON _ (IIE 9alEDULe oN -D. 'r, �� 12 Tf2• em TABLE /1 ON TM SLEETS 9 TAH 10) BEETS 9 A 1D.) moulmog SCALE 3/I-t• SCALE 3 t• - 9V'ME 3/B't• N FLORIDA BUILDING CODE Nat H( v HuMoDso zavis . 44167 1m'o 1Q0D r G 24 GAGE GALVANIC STEEL STORM PANEL PA DIAMtIt In tNnTF FOR TLDN lTF E.D. _ EDGE DISTANCE $ *"• * _ 11 STATE oe 6Tro/I/N 1r. EC O Ire. PROTECTION PRODUCTS. LLCM MaE (SEE SCHEDULE ON SHEETS 9 A 10 TOP Nk BOTTOM MOUNTMDS COMBINED BN ANT' wAr TD SUIT ANY • ;P�cF- ---� �F ,�ORSDPCy F ,' ..•�f A m66 aW. tT stWat t._..'"DNi•Lat`-Natie".Ta,.Ns 00)�TaftNot FL 'dNkr-Im 20-t75 INSTALLATION DETAI 'S FOR SERIES 2000 A 1000 E-Z HANG SIQRm PANEL C1i INTO EXISTIbig WOOD STRUCTURES ,/4•+,Aa sl3Ews • r B.D. WJ Hln. i1MEIpm PREIINTIaI Maw Ile. LAG TDROL6 a W' o.G w/ TO EA13Ta,6 Y,OGD NEAORR. Ali (�!} iMn, 12�1D{rAM. T 1/2• w+. 1tNEADPD PDE7MTXR am 00t OM Epfk 70 DNDW WON N6tpOR. A/'S 4 Cw1 )1" t^ SSALS. ONE; are '� Lk go orimc. W/ _--P& CIIIATGN SMDCAL,/24 A MFM 11.4. 0/ /32 TO OUSTING WOW 1EAIXF, TA W44 *IT aft m7") t ) +. qrpIANAryennN. � ® - ' Gon1 0 ct OD a W R>F) GNne ,F' 1 Y' •--7•'•"Y"•F' ,-.. / . ' ISM DETAIL 1/p4 A r4•w JQ 4- S W�i�1f�MsS/3a" yNNN uw OVOIILOP R 7roWr3gr EIRD"NoNw€WID @ • T 1 1 „ a -" 4• 4" MS. W/ 1l4W PA TgLDFn MM! b I.- I'm !A eEt94 7DHTRATDNO 12 ,Jr Q.0 ail S � i/t ewe S•O�e 4 NR tF PINE AT mOD M I �-�Mp�,pptBP)Wr�„•- nAT OR Wi t irtO PAM1,wTE Pt.flS w/WALL ° 1 7 ' I9n PLY[TRLiGN W t2 0 MOLMNO a acDINSTALUTION ARA t21 Y+,4'. SORE Ile-'. ALTERMIlly, 1"1M 1. 44STAUATMS ARE ONLY VA O FOR &nIaHGS WITH AS.D. DNSNiN LOADS UP TO +66c, -7a3 PH AND PANEL'S. lENOM , TO V-TDB $ I 2 E WONS S TO S SQVRiNRN E PFOR �:OWMUODDY� .... saw AC 1EWAK1Lf4I5 FM NNR AT w AS WELL AS m NS1NpEOTlOI 14 1RACNSRPAT 1 . R/40 R+ tgpG OR 2DDG IaLWADN TYPE GREY _ uN>ff Na aM,MINeaPAf. er:.swr.,... 7� A GOTTA, a19,Mt1aN0i VAN IN WLWED R ANY ■AY TG SIT ANY I SIALLA MN, lL A E TOP mum gm Pf SDWE: I/4• - I' NOW : OdRIER 7M m NGT 4NWM FOR CLARITY No. Ar a.+. STA OF e-e 1,4 I e NOTE to emb" ,U4 SDFIMS 0 e SIX W{ NW, TH9EAJ0 PE7NEM, "PLA•f GL FLAT V3 sag" e r 0.0 W/ An TNIEWM PIMETW,TION RO W(OO HEADER, MJ17 WMNC TAUT t! TLG. CmA Pt4.1• SA.S. END OF 4D DL N,RTAE t/24 A x �� mGLASSJ,, �JDE4WS. I E"•.-�� r (S ANND *NUS @ 3 CA1L INIERY OVERLAP L X41">SR NL9. J sa• NI WING �. I'm . 3/4 i HOE. 1A MELW) Cool i N ,-jaf !!' bCW/ 7/e•W/i3 y 1 I LAO SCAPAS 0 0• aC. WF ($1 SITE NECNXED 4'�iM•ONH REED A[NE1RA Aar 4NPNL�ON ca ALTERMATIVE 4'VII SCALE 1/4•.1- eaten 1WTea: 20 SAM GALVANIZED STEEL STORM PANEL A - an: UL PROTECTKIN PRODU TS• LLC °'�I 74 L ET C O�`"` �.6'Mta D„E P. r. wRw.NRaIM, w NLA "as, in4:NN-law. FAA (mNM -v, 20-170 CF•Oo0Q7faaiwoi�.• N•' LTTR AM X.. PL H A _ - Ogl M N s • • 2/4 TRIM. 3/4. 4/5, SJS R 6/5 1W/6, 2W/6. 3W/7 k 4W/7 S INSTAL! ►TURN M10 POTTED C.GNCRafu7�E, GONICRE'If LQGK SAY EACH W 3• MAX SHEcHm ETS 9, ,o �-_ e_ _. 3' MAX SINGLE � IELS('111 U AYE■MEATAtEt iNN1MaiJllY tStilil (1a ice+ MEN, � T WL-1 AT T� OR BD7'f011 W7'IN .TRACKS Cli _ ! i31 g OR (� O MRtIN iRACK4 E$T OR CBI* INK* tADUNTID AT EACH Q•M..1.�..l, 3�1.4 FT-I--I-r r1--1-r-,-7-'7-T--1-T? It MAXIMUM PANEL LENGTH L+" OR `L-" (ft.) 0 MAXIMUM A,", PRESSUi MitgN Comwm A wm IdTN1Awd$ 1' 2ao Ft-O• t2•-r 2341 W `oI I?*-r JAG IT -8' Tp' 9• 3B.G rG ro' ro'-D' 400 W4' 91-41 NAG 8-4r -8•-!• 3Ro Q'-r• r•+• ASG r r 8,• r eoo Q-r r-7 *10 8-0• Y-4' Tao 7-1. r-o- 7A0 7•-s- 8-To- 80.0 r-r r-71 s3G r-r Ba Mo BAO 8'-B• lr_,r Ta[0 8•-3• s-r rN0.G - Y-r it" - 5-e' I tR8 3'-d' MAXIMUM PANEL LENGTH "L+" OR HL-" (ft.) 0 MAXIMUM ASA. PRESSURE RATIO (µALL) (+ « -) OaDRETE A WOOD RSTftIATDNS_ f -' L+ _ is no T4,4• 131-W 20.0 12-1r Ift r JO.G I7•-Q' - ro=r 3AG fv=lo' 8,-B' 40.G 111-r 9'-0' 4S.Q 9'-1^ 8•-r Sao Q'-7' 8' �• SAO jr-5,, r Q S ILO Q' • -o r-Q^ QA0 r-Q' r-Y' 7a0 r1. 8•-Tt- TXO r-S• $*-r Sao 7"-O• e'-S' tlA 7-G' 61-31 Sao 01-91 8•-11 ax r-r_ 3-Io^ lmd r-d• - S'-7^ toad Q'-J• S'-4' 110.0 7 r8.9 t'-Q• MMO-W SEPARATION m CUSS SOW" PAP" LOAM WIND SPEED 4 In m.p.N WIND SPEED ? 170 0,0* (I15) RESTRAMEO U NRESn6V1Y0 RESIRAINFD 30 ON LESS 1' I. 9' a t/e 33 To Bo 1' /' 7 t/2• 7 1f2- s90 TO 146 /" 7• 7 1/2' 7 1/7- aabtD 1' 1` I > x .i•]1. Ii1�iN ;�h'lt� ��itIE,;EI'1:(•ieT;4[;i�i/1'1�;i��i'Ni: 011 2.�. PLATE WOOD ANCHORS r," :SHESEEET it) 51r) - ON ` WOOD SHEET µTX. J i✓ 'L' MAX. PANFUL LENGTH/ ON SHOT 3) ty'�t■1' �: e¢aR.PRtQA F-a9 L i SOX ��/1,��1 _Y3 or X. MAX. e 12 1/2. Or S-ItI D wJ EN :t(SEE SCHEDULE I i3 SHEET it) AWNWJ Sa�A� 1N. SCALE 3/6 to Iw IMAWAM 10 OWN SHEET M MW n RmUDm .1/ M IM Alt SR FFOUVNMD OOMMMa AE (1) WWAWA ON0 o " F"wxTIwUc W MxA•eAN saw ►AEI LRM M E � 1M�0 W MOOD F'MEIE Y�YN. � 7Yt 9 AiPM35FR m1M [" uaM as Q.M.. 3i ). s.•�°E® I j l� � � � jI /fry 1 1 Ai...._L_� V%1 l ((' .� BOLTED PANELS W/ �1,(N-2(Mt' •jt /S - S MS BOLT WJ l7 a EA QY4ALM ` (W SE'CTIMIS AS APPLICABLE) 4 i _ _ _ - _ I I a o _..1 ± ' 2/4 1/4. 3/4. 4/5, 5/5 k 6/5' MML i111 1 2W/6. 3W/7 3 4W/7 ANCHORS (SEE SCHEME ON ON .SHEETS 9. 10 REGULAR STQRM PANEL 1.3_EJE,I:'VATION ,/4• him. BAP EIBr N.T.S. _E(''- (NNL O.e6AP t WHORE TINTED iE N.T.S. p (1) L4: 4_ (2) RI= Fm FILL wSO * 3 44167 A': r TE OF UNSALTED MAIN FOR A OVEN POSITIVE AB.D. OMM'A7 LOW. LOT FOR MR PANEL UTDTN FOR POROSITY OfYLJnC+giOM,. WOOD ARE LMR® m A 95 P.wt MAX. &SAL OUM PIESWK RATIO 10 A 11 FOR WAX. "A 06SIeN ' IN MAIL PANEL IENOnG no .Mta nma Wc. L I4 CASE OALVANZED STEEL STORM PANEL DRAM e,, PROTECTION PRODUCTS, U.C.4EmnMN 4aaa W0. 3i SREET AM6 ti As. pme ow)M;.7W^ m "s.)OW-Sm TNTE, A Rm��-. •,R en,- o, Fibamo7lP t3DN A WAR N4,. PLi 20-175 � N/EI S WIN 1w a rrr�r M NMw - 1■Ws+ w I■+.:FlUZ9 STO EIMVM M - t:J' I (-- ($CE SCHED" Itu/4W3a, ON MEET 3) 4p6an ti aT,� i�n•P1 (� or ED T, ED L.•_ 1 1 1 j � 1 �•T` I• WAX. LONE ALUMINUM SPACERS r 12 1/2- 11 0, 0, (SUE TABLE �t qN SHUT 11.) f SEE NOTE "BELOW FOR LIMITATIONS FOR •L• MAX. Y t I, �j PANEL Y1 t i ' t I/r LONG SLFEVE5. (SEE scNEDULE ON SA#E3( v �j .._.PANEL MATE FDA" D OR PANEL MATE 4' ,. i PLUS (SUE Somw ON MEET 11) TO tea' 1 2"we WOW A55...( PLATE RE(UMED- i ON SHEET 3) 1 � DMCT DM CT / ca m XnQIL-�Ar �A IM ` IWImmm - -1 ( VY 1 a t2 1f2` O.G- SEE TJ,OLE NAx. , ON SHEET I FOR MAX. PANEL LVOGT4S A .0 DESIGN LOADS FOR THIS DISTALIATON. 11- -,�. {{ Jj�f _----------J ' - WOW ANCHORS SSE4GO EDt+EDxF OWN smw It) wm REQUIRED WALL M9 MOtw SCALE "A". GENERAL NOTES AAM to T11/EiV A RA2 NAMtk aOo,A d•r■.-+ (C) IA�i94Af6i_t7900-(i rm m1AtnT1. e . D.sd wN_t: 4. SmRMt PAIR St10WM ON TINS PRODUCT LWALUATKMI DOCUM NT (RILD.) PUS BEEN VERIFIED FOR CONPIWiCE IN ACCORDtNCE - 1/+"i TAPWN ANCt AS IINNUFAC7URW 8't ,T.W. 9UILDEA. INC RAIN THE 2020 (7tA ED?DN) OF THE FLORIDA BUILDING COME. THIS SIOXRN PANEL WALL NOT K OMALLED AT HIM - %14-10 PAYATE FEMALE a AND PAVELWITE FULLS ANCHORS, AS MANUFACTURED BY ELCA CONSTRUCTION PRODUCTS, VELOCITY HLft"MtE ZONE'S (ENNUI -DUDE ItYWMGt COUNTIES). - ifI$ 4*0 {AS SCREWS PER INDS, DESIGN WIND LOA05 SHALL K DiERYXNED AS PER SECTION 1609 OF THE ABCUVE flEMI01ff0 COD. FOR A BASIC MAItO - T/16'{ r 5/0' WOOD OUSHINC, AS DiSTR SSW BT ALL POW SCREW, OOLT R SPECIALTY CO. SAW AS REWIRED BY THE ANIMATION WHIM STOW PANEL OO U BE INSTALLED, AHO FOR A DW$C0OI4LJIY FACTOR N 1 11/2- CO PAN 3, 9 KO -OAS, USING ASCU 7-,d NNW) SHALL 0 EXCEED THE MAXIJUM (ASD_J OE9ON/ P RATINGS MDMATED ON 61EE15 Cl) AN PA LULL OED ALE PENETRATION Nt0 WOW OF 7APCCM ANCHORS SHALLAND 2' TERM E7. ELMN7E PLUS 3, 9 DER ,2 A t7, ,0. CFI) PANELMALE FEMALE D. IN ORDER TO VERITY THE ABOVE N:ON0mIX6 TA71M4SE DESIGN 1MD LOADS OCTERIINFD PER I6C{ 7-78 SHALL K FIRST REDUCED TO LSD. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX, (µSLY,) C2) MMMMM THR EAOW POW MIM OF LAC SCREW. INTO THE WOW :RAMIE UNIT SHALL K t I/r. NO THEADED ENSIGN PRESSURE RA7NO RDO= ON SHEETS 3. 0 THRU 12 A 17. 18. PENETRATION INTO STUCCO SMALL K CONSIDERED AS PART OF THE REQUIRED 11MEADFD PENETRATION IN ORDER TO VERITY THAT ANCHORS ON VMS P.ED. AS TEM WERE NOT OVER STRESSED, A 33w INS IN NLDIPS E STRESS FOR N6A) LOADS MUS 90 USED IN THEIR NW.YSIS, FASTENERS SPACING TO WOOD HAS WXN DETERMINED INC.3) MINIMUM EDGE DISTANCE OF LAG SCItEYFS, INTO WOW SHALL K AS iNRCAtEp IN THIS DIVINING ACCORDANCE WITH N.D.S. 2016.. STORM PANEL$ ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VWIM IN ACCORDANCE WITf SECTION IQW.1.2 OF C.aj MINIMUMPE7ETRATON OF WOW BU311RNG SNAMl K 5/r. t/4" I-20 SOS USED SHALL 8E t ,/2• LINO MMa1lM THE ABOVE MENTIONED CODE AS PER AAERICAN TEST LAS OF SOUTH FLORIDA REPORTS #0814.01-01 AND 0021942-09.. AS SHOULD STUCCO COST. AND t• MINIMUM FOR WALLS WITH NO STUCCO, PER SSm 12-N A AM E 330-M STANDARDS, AND AAERICMI 7E1511MG LAB. SOUTH FLORIDA MPDRF 1It2A01-10 AS PER TAS-ZO7 AND TAB•-303 PROTOCOLS. AND AS PER C+1Ci11dTWN5 PERFORMED W ACCORDANCE WJ SECIi6N 1801 OF 'TINE: CMS) IN GAS.' THAT PRECAST S OK OR PRECAST C4NC'flflE PANELS STUCCO OR WOOD BOWDS K FOUND ON THE E:05TH10 FLORIDAAS-0 OAND U COOS WALL. ANCHORS SHALL K LONG ENOUGH TO REACT TOE MAIN STRUCTURE KHM SUCH PANELS. A44WAM SHALL SE AS MENRONED IN C.1). C 2) .IN C.4) 2, ALL ALUMINUM MNUEANS 10 K SQW-TB A..LdW AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SIOU K YNSIMLED FOLI4A94 All OF THE RMOMUDOTUOM AND SPECIFICATIONS OF THE NiCNOR'S MANUFACTURER. 3ALL ALUMINUM SNEEi METAL OSEO., AT t3.WURES SHKL lNAIE 3105-1114 ALLOY. 0 PANELS MAY AM BE INSTALLED HORIZONTALUV FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL. AMU A-653 GRADE 60 M"KM. 0-00 GALVANIZED TOMAH 5) EXCEPT THAT NFAOERSOA® SHALL MGT BE USED. S,EFJ. OESRIMRMON W/F1'. 922 iuI (AFTER ROLLED). 9. O SHALL K THE RESPONSIOULM OF THE CONTRACTOR TO YOWY THE SOUNDNESS OF THE MTRUCKIRE WHERE NUTTER IS TO K 5. ALL SCREWS TO BE STAINLESS STEM. 3" OR 316 ASi SERIES OR CORROSION RESISTOR OWED CAROM STEEL AS PER DIN BUILD ATTACHED R19URE PROPER ANCHORAGE. TARS SHUTTER SNAU. ONLY K AttACFEfl TO CONCIEEE. TILOCIO OR WOOD fRAtE SOGIQ W/ 50 W YIELD SMENG14 AND W bi TENSRE STRENGTH AND SHALL COMI°Y W/ FLORIN OURDING CODE SECTON 2411.1.3A 10. EACH REGULAR STORM PANEL TRITE LENGTHS OVER 901. AS PER SECTIONS 1, 2, 4. 5, 6 AND ALTERNAMNIES IOU, 3W A 4W O1 .SHEETS 4. S. B A, 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY WSW MARKING INSiRiNCiMNO OWNER OR TENANT TO 0, BOLTS TO BE ASOM A-307 GALVANIZED SUER. OR AM 304 SEERS SANLiSS SUER. WITH 30 V.N MINIMUM YEW SIIRIGRt SECURE PANELS 1111114 APPLICABLE KINFORCENENNT DURING PEMODS OF HURRICANE WARNING 7. ANCHORS TO WAIL SHALL BE AS FOU DWS5 , t. THE INSTALLATION CONTRACTOR IS TO SEI L/C411.9 ALL SHUTTER COMPONENTEDGES WINCH REMAIN IN CONTINUOUS CONTACT RAYON THE M$LO"G M PREVENT WM/RAIN INTRUSION (A) 1/4•0 t'MCMI ANCHORS AS NAMXACYURID BY I.T.W. P DEN, HNC- ODw., P -3192 p4..) t2. STORM PANEL INSTALLATION SHAIl COMPLY WTTN SPECS INDICATED IN TINS MOM PLUS ANY BUILDING AND 10104 REGULATIONS Ile • N 7/0' CµN-LO ANCHORS, AS MANUFACTAIR$D BY OEWANT RC PROOM BY THE JURISDICTION WERE PERIL IS APPLIED T0. - il4L w 3/4` SOLES -SET ANCHORS, AS OSTRIBlI1ED K AL1- PEN! SCREW. BOLT A SPECIALTY CM 13, (a) THIS PRODUCT EVALUATION DGCUMENY (P.EO) PREPARED K THIS DORM IS GENERIC AD DOES NOT PROVIDE INMFWTIM m. - 14-10 PAN'ELMATE FT.1/N.E D A DANECMATE DLUS ANCHORS, AS 4AI9ACAC1NRID By ELCO CONSTRUCTIONPTLD,1CiS FOR A SITE SDECFIC PRODUCT; ,e. WHERE THE SITE CONDITIONS IIE14AtE FROM THE P.f 0 1J4'8 7AAIAC NI9LIN AfICLIORS. AS IIALIFAGTNREB BY OCWALT, INC. (lt) CONTRACTOR TO K f*3PO17StBI.E FOR THE SELECTfON. PURCHASE AND IbTAilARO! INCLLU0N0 LEE SAFETY OF TINS PRODUCT A.1) MINIMUM EMBEDMENT D' TAPCM ANC'NORS INTO POURED CONCRETE SHALL O t 1 3J4-. 2' FOR EUCO PANELMATE A1IT BASED ON THIS PE.D. PROVIDfA Hi/SINE GOES NOT 0ET9A1E FRIED THE CON0171IXN5 U AILED ON THIS DOOUMRiT. T 3J4' FOR TANK NNLIN ANOXNORS. CONSTRUCIM SAFETY AT SITE 1S THE O(PrtM010R'S RESPWRSOU" A2) "x-fm A SOLD -SET ANCHORS MAIL at tumooED 7/6• Nto THE POURED CONCRETE. NO ENBEOMENT INTO (+) iFRS''ROFXIeP EWWNU7DN DOCUMENT WILL W CWISDEIEA 9Rulm IF MODIFIED STUCCO SHALL BE DEAMTTED. 1/4• 4--20 SCREWS USED SHALL K 1 1/2- LONG WA" SHOULD STUCCO EXS1, (4) RATE SPECIFIC PROJECTS SHALL BE PREPARED W A FLORIGA REQmRED ENGINEER OR AROBTKT WHICH MCI, W00W THE AND 1' MIN UM FOR WALLS WITH NO STUCCO. AND PAT K W-40ED SCREWS OR ALL THREADED 9CRflY3 W/0 LEAD, DONOR OF RECORD (E.O.R"JJ FOR TOE PRLIECT ARC WHO WILL K RESPONSIBLE FOR THE BN WITH WING NUTS PROPER USE OF THE PE,D. ENtTEfR OF RECORD. AGTINLO ASA 0EtE0ATED EN(NINEE7N iGl THE P E.D. ENGINEER• SHALL SUBMIT TO TFM LITTER YHE SITE SPECE,C ORAVNICS FOR WELRE i A3) IN CASE NUT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD 80AROS K FOUND ON THE EA5TIIG WALL OR FLOOR. AOCHORS SHALL. K LONE ENOUGH TO REACH THE MOWN STRUCTURE KNIND SUCH PANELS, (•) 745 P.E.Q. 3R RECORD THAT DATE PREPARED ORIGINAL SEAL ARE D 9"lUOF THE l ANCHtlRa� SHALL K AS MENTIONED IN At) AND INA.2). (BJ $l_t'K ti'7SGS�FRETE NT�E W� �T" C- 14. SHUTTER WINUFACTIAFR'S LAM SHALL K LOCATED ON A READILY NSIOLE LOCATION AT STORM Ile I EAPCt?N ANCHORS AS MANUFACTURED BY i T. W OUKDEiH. INC. PANEL SHUTTER IN ACCORDANCE VAIN SECTION 1709.9.2 OF FLORIDA S,ALOIM. COD. ONE LASH 1/4' P a 1/8` CAI -IN ANCHORS. AS IAAWFACTUR:O BY DEIVALT, INC. FLORIDAWy TIE WILDING F/Ri EVERT' OPL/IINC LAKLNrNG TO COMELY WITH SECTION 1708.9.3 OF THE - t/rp X 3/e SOUR -SET ANCHORS, AS DISTRIBUTED SY ALL POW SE.REIY, BOLT A SSPECIALTY CO. EU,IGNO CL)DC. 014- t0 PAMELUATE FEMALE D AND PANDAMIM. PLUS ANCIOLS. AS MANUFACTURED SY ELCO CONSTRUCTION IINU Ile P ZAMK MARLIN AACHWRS. AS MANUFACTURED SY DEWA.S. INC 8.1) wmmt;m EYOF.OMENT OF upcoN ANCHORS, ELCO PAHLMATES AND Zm%C MALAN NAFCHCt, RID THE uCENs t/9 BOCK UNIT SHALL K 1 1/4' FLORIDA BUILDING CODE Nigh Velocity Hu cons zOnQ 9.2) rJLK-IN A S(kD-SET ANCHORS SHALL BE EMKWFD 7/8` INTO THE CONCRETE B.00Nt VNR NO'Vo44 T } am nua: IN: 24 rdEE GALVAND STEEL STORM PANEL a"w'TM STUICCC) SHALL OEPERMITTED, 1/4' 0-20 SCREWS USED SHALL 8E 1 1/2- LONG MINIMUM S,ODULD COST * - AD ,• We" FOR INURES WITH NO STUCCO. STATE -- iLTLIE C O lime OUX14 PROTECT" PRODUCTS LLC.. a:ro/- 0.3) IN CAM iNAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS K to E" LDRt na'tn� OWING WALL ANCHORS SHALL K LONG ENOUGH TO REACH THE MAR STRUCTURE BEHIND SUCH S+ ty+• � Na � ,�.�,T.eOo•IN-AWN A&MI, menu-TSN6 Am OM"-M 20-175 AME/DPoKS ANAL BE AS MENTIONED R RI) AM IN L2) S/ANAL � cA-6me�i v w11 'F^• W`r •b' FNNtwo 1 P.E S{Jlf90PRMPtja9E WeL1Ett A TIIA' & PL ° ' /Mar + RF to INSTALLATION DETAILS FOR REGULAR PANEL in T1NG INTO POURED CONCRETE ,OR CONCRETE BLOCK STRUCTURES POURED fANO9flE 9LDCIt •-GMGOT1pfETE BLOCKS REMAINED, REOU91M CONCRETE ANCHORS CONCRETE ANCHORS_ SCHEDULE _N , POURED SSHIMS 9 TtIlOLKTFIM (0) � �IEI'i OR '2 SHEETS 9 THMX04� Vol if 1 � //2• TRIM` 1/2- IIJ{- 9iGUIREo. OUI '3 W A wN•WC y=. ._---} �.....-...- .,. CONCRETE ANCHORS} a SCHEDULE OIL O f 1 E.b: j ? S�NFL't5 9TtROlO1i0 1 i 1 1 . r 1 11 { 0 SEPARATION { G.e I ,D cLABs m r OfISiVG (SEE swim" _.. -., ___._.. _ 1' TAar. tBEE p ON NEE/ 3) OtASS ON 9MET 3} 1 E PART CEN01t1 1 (SEE SOM)ME 9 i i •L• MM ALMS TKXV v M- i ) TO MAS11. PANEL LENGTH I SHEET 3 D 1 ON PANEL tSSEE ANCHORS E 1 SCHEDULE SM SCHEDULE SCHEDULE CONCRETER t_ --,: ..: -.:_ _ . - ___,. �._ "_. K ..-:....Ck�. • ._ _ __Ii,._ .. - (OH SHEET 3)SHIP I3 I ON SHEET 3) I 1 14 SHEETS 8 THROUGH lOj" NSft IV '��j of MAX. 1 1 T 1 411 � D "v sFl1 W • 9 1/n MAX-ED. N 1 E a rfP 1EA L"" COFiCIE7E OR � = I 1 APPtMA&.E)! - KI CONCRETE BLOIaN i 137TIRFTE ANICWRS - 1 "�t( _, ORE •E�7S--_ RI4 tatNOt aOF4�QI1 1� J v SS6L, Y.w M, MA REOUIRM. i 9 TNEKKION 991 ,__JLL1E7N1M7E -' /• Wk, i-- ® ONLY wmm SOW y,.� LEO LDGtTNON WHEN ., -: F348TMNG rouREoGMCRM ALTERNATE CMCRfl�,;.. - CONCRETE ANCHORS ARE USED. REQUMM m7loO AO5MCEEA$BOOM W/ sta- $LEONSCHEDULE ON UGt�S, 9 O RMLONN 10) SHEETS 9 TFROH 10) SHEETSH� SORE 3/8-1' SCALE 3/O-, SCALE J/8-1' µAItµH11NFA 'Y"r' • CEN •�••.;%p FLORIDA 8U)tDINO CODE(Mon fth vMJoal Nu an* Zone) 44167 s E e6M°' LaN AQ 24 GAGE OALVANtEO STEEL STORM PANEL DA ew Mn LID.■ URGE DLSTANCE um(SiIiNNNATK7N OFrTwws; �* * : * T - • •- nhT/I� (SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE §'�t •. STATE O -_'• I L E C O IMeGLOUL PROTECTIONIMUK ' PRODUCTS, U.C. aAE F(DA1D1". R sn/s SHEETS 9 & 10) COMBINED SIN ANY WAY TO SUIT ANY ?•O'N'•. aw ,A -a A ■ 20•-tYS ROM, FAW ( ENMIAA"1'nMi M Neer efi DNST'ALLATON.In .w ... -+X �' N• INW 4 O N blFli R A BL ZAP"' (WOODANCHORS SHEET i 15CN jD1A.E min. GLASS.(SEE SCHEDULE AN SLEET !) r ANCHORS ALTERNATE VWOD AN SCHEDULE ON iSFE SCNEAIRi ON {' SLEET 11) SFEET 11) MAX. W000 HEAD --'t- --' -'-T N[OURED I WOW ANCHORS (9HEt7 1 tISCNi>�DNE i0`oaui" ■■,i v MAX. PANEL LENGTH (ISM SCHEDULE ON i or MAX. e 12 1/2- aC. i -f CK REf>119E0 -2, tin. sett NG AMD iffmI:umm SCALE S/B•.t` NOTE MR a.taM4'fNM K SECTIONS: i -- 1. INSTALLATION ARE ONLY VALID FOR MAX, &S.D. TOP B1 BOTTOM MOUNTINGS CAN BE pE 04 PRESSURE RATING (A.S. Fi AND PANEL LENGTHS Come# E0 IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 'J RNSTALLATX)FI. 2. FOR NEW WOOD FRMIE CONSTRUCTION: WOOD MEMBERS TO EE SOUTHERR PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR E'OLIAL. I 'TE LEiN I e- /,mb, T Ott• NIO WwIIBI MAD ,� ,FwlaN TEI SaEI OMF t 2T ✓, �y ~..•, ..,SOW AIAfDIt9 ` -% 1 1. i(BETE „SCEOULE ON k N t RUIN()-{�jj NMT)ai1G ALTERNATMo NiMW _.dnNINNNN.,. SCALE 3/aw I i 1- tWVO PAIR, SCHEDULE (SEE ON SHEET 3) a--E Cn U N N OL p O C CIO �- . 0) U .Z.-, a =3 CIO O Cu Fn O O a-c_ O C 0L C ' O Cu` O Cu .=+ E w- O Cu CL v, a 1" W • n � to �. u �yr Q C.3 N"! C7 w 3sY y C 16. F.3. In m N ". ye_aINS F'. 6- • b YDU 07 y C q I= •� 7, ca % E NSJ 4 V i 1.Or. . �^^J'' W O CL /0- O � 11NNINNINNNN� V / Cu W LL Z Q Z •Z Q J a. SHEET NO. SH 1B3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK _ OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY SE E-Z HANG STORM PANEL (b SYSTEMS r �] vANEs , ( f®J N7 OR r °16oadaT'� p r oW r . si a A3a• 31p N-U-( 7,1 s Lm •1 4 AI saes n AfA+w'�/ " ANAL 1/2 wa5n AMME i +Y4oyc�'{• `}.. J POUKO CgHICKTL i, •�% Mln. 1' 1 1 3/r SAPaON 1'M' Nuao 7lN• WOOD XMNE , � \fj/ OR(3 .rolON 0 tY a `._ ,� O" • pnUx,pO h ANIr Am ' ,r �/ a► KDA�l' ICa�r Ms Wee•DEBW4 L A32 M4 ALW. YWE ORr 4- •T , _ _,� LW»L .YlA1. �iP RASE .', e�00 2W WOOD FRM62• .-�.. i • �' REauREa ' 1/4. 4 MOLL' _4' . 4' ..OW e Ir ac. s> os w � n .1w w/JIc NU CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4--t• SCALE 1/4*.1' SCALE 1/0.1- SCALE 1/4'-1' IfilMlm aRact>i. _ 1oW,wa tNr a AmmiELa pPAwALBE CA pFE I.Sx POUED J , , ®Q 'V WODD: =M OF 00" W 6P4fEtE ,. - eO�L Ivy- Ron y If 7�y � � ® MWA N@ou= Aa �w�IE Ia ,t 17) r OPdIND off" -' OR CQPKRMCONCKTE AEMI WDOO FRANK WIMUMM M_ 1 VARIES i •® �� : { -KIN, W/ ARID Dam ARONO • Ir MN IWAR FIAT nAN4n PA MIU 10 1 JMUL (tt,Mi ar END PAN X • VA. DISTANCE f1 1 (t+•) ---- �Ur a . Jrr r SSEi�E G SCALE I(PLAN) iei4a lVALID FOR DUCT MOUNT INSTALLATION O _Y aCdiREO PAREL INSTALLATION AT W ALS W/ 167 SURFACE LEVEL VARINDOW WRMN 3/4• FLORIDA BURDNIC CODE Non High vw4locilly I1UtrlCano Zorn CASE E (PLAN) CASE F (PLAN) TAT' 7 scuE t/4'.1' SCALE t/4•.t' ; D�� .FLO�_,4a�m „ttam, set 24 GAGE OALVANIZED STEEL STORM PANEL OMAN W. TL ETC O GLOBAL PR07ECTM PRODUCTS. U.C. � ax. AA4tllIN 7 .: Ir, M�`•4 w4 `� w NMRc Effiyw°M�7ar me. tn4)m am7 20-175 onom NP 4Pr 4.4 wA. PL *ALMA 0.4E 4maor MAXIMUM A.S.D. DESIGN PRESSURE RATING (;62.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANIX&NISTAL,LATIONS AS PER ALTERNATIVES iW THRU 4W, ON SHEETS 6 & 7) 1M%. ALSO. OESION PRESURE tM11W (MJ.I.I Mk'OA I ANCHORS SPACING FOR EA. - AS SHOWN ON SNITS 6 e 7 APPL,CAKE To 6 ANr OF T1Ra1 We"* [EIIPi' N 1.' (L) TAPCON L/ai SCREW P PS MAD PW&L ATE PLUS BDoo BHMNMNG Or Or Or Or Ir ISM IV ,3' , • 1 , r ,r 1w (6OT,W) 6 I/r 6 ,/2• 5 1/2' 6 I/r O ,/2• (IOP7 - e 1/4- 12 1/2' a ,/4• (90R.•) e•-r - r Ir B' I' GDP) LE01SS r a• r IJw OeMW 13• 13• Or 13• ,r �-45 13' 1r _ IVLESS 13• Is, 13' Is, a 1/2'IV k 1r 13' ,r 1' 6 t/2• 6 ,/2' 6 t Y / • 6 /2 6 1 /2 (FOP) ) - a 1/4• 12 t/r 6 , 4` (eoR.•) )S-w TO ar ,0 ,/Z' 0 t/2• T2' tY {' W (LOP) tr tY Ir 1 ,r 1 B , r IW 01,11110011 • SEE TABLE /1 FOR MAX A.S.D. OE.SIGN LOADS At LAN(. PANEL LENGTHS WHEN SPACER SEE FOR A.S.D. LOADS VAX PANEL IS USED, CARRESPONOW ONLY TO ALTERNATE 2W ON SHEET S MAX. A.S.D. OEM PRESSURE RAITINGTAPCCi MNM M ANCHORS SPACRRi FOR LD.. AS SIDNM ON SWEETS 6 A 7 APPLXABLE 70 ALTEM4VM a MT of ARCM W W ,, M Lewis VQ tAc 3XXIEW PAF[UNTE FEMALE ID PANEWATE PLUS woo0 ■uslWNo 13' tr Ir ,r I3• to 1r Or Ir 13' 6' ,w OICITOR,) - - 6 I/r 121/2- a ,/4" (901T.1 V_ r 71/7• a . r - poll t:BS 7 Ijr r Or Ir - 3W (mT m Ir / Or 1 3 ' Ir ,r ttaR7 +46. -46 TO +71-7S ,r 13• 13" Ir Or (Wnw). Ir ,r , r Or Ir w (TOP tr Ir 13, ,r a 1/4- 10 (K" M) 6 1/2• a 1/2- 5 t/a• I Is I/2• (HOP) - 6 1/4• 12 1/2' 1 61/4' (ROR.•) )Y-r 4 t/2• r 7 1/2' 7 1/2' -- (HOP) Y r 5 1/2• a" B' - No ORION) 13' -. 12' — lr (LOP) 13' tJ" tr — tr 10• • SEE TAKE /1 FOR MCI(. AID. DESIGN LOADS IY VAX PAM! LENGTHS WHEN SPACER R USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 5 TARE Al A A.S.D. OESION I = MAXINIUM PANEL LENGII40 PSF OR LESS 6•-5' > 40 PSF TO SO PSF 6'-r > 50 PSF TO SO PSF W-10• A MAX. PANEL. LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE MOALE ID OR PANEL MATE PLUS ANCHORS A W/ B/rAf, 1/2' O.C. INTO POURED CONCRETE• : CONCRETEBLOCK.STRUCTURES CONCIM K CONCRETE BLOCK REQUIRED, REQUIRED. / ©` roll,fDirf ; TO OLM. I V MAX armsm \�(SEE EUCIARTL" etoal 1 1/4-41 ANCHOR of tt 1 O.C. in can Is a NOPON ANCHM YME a SAC M "M MTYYOMRW um wm MINE a11aDEM6. MI MM AIOCO IPMM AIM MIIMIM EM OWAI CE K ANOMNm DN TOOK; SDNP L to E.D. tm TOM EMU ON IDMU 6WLME AID= WO M M MATKY M WAO M saw ON MISCUE of THE 10UDMM FICOM Met TINS OPBMMN m E AMU= Mi1Ce16 06DO1® IMPS FMCnn SANE MM K LM TWA I vvcm $=am PON Call ANWO TOME ON Tft 1Cmn6L t/4'M 1 ati WOO EON IV= NOW I wr MOWN 41.CIM Mo 3 2 0-0. wd 3 ] 3 3 In WINK W diojg O.M W NOR R /6O RBD III6NR -- -- I 2 V®r- r 6a4 tAo 3 'Ir- ,F r _ry I �l • 3 'LINT •. •: MMIMUM A.S.D. DESIGN PRESS RL.&ONG flkujj AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOIR REGULAIt ST08M PANIELMINSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUIC711M (*,UD ONLY FOR PANEL(DINSTAUATIOMS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MIDL A.S.D. DEMONDam PRESSURE RATING (P.fj W MK tf"= SPIKING MR m E.D. POT SORMAE BELOW JIM A/PUCAELF MMMNNPANELI umm l• ASA. pN mom (P-0) NAIMAM ANCHORS SPACMO FOR MM E0. PER SCHEDULE BELOW It APNIDANU 70 Kim" Roe 1EM0111 1' ) we= SOLW-SET WEE ZMVr-WSM OAtlt-W t ,, 7A►CDII MO -SET �C 7MMC-NNW — CKIi-M R ,• m m m to m m OF—TMOr) m AM Par m m m m + -4S OR LETS lr Or tr Or Ir ,r 1r ,r it it ,r Or I a-rit OR �S �-•• 4oa, -f0 Ir 13• Or Or Or tr it tr 1r ,r Or 11 1/2 1 OR �r tr 3' 13• 1!' 13• 13• U• 13' 1r 13' ,3' 1r 1 (eDTiOY) 13 Ir lY Ir 1r ri' /r /3' tr tr U• ,1 1 t (•m1•M) ,r IEM13rIr IS• tr Ir ,r Tr )r ,r ,r (LOP) 13' ,r 13• Ir tr Ir Ir 13' it tr r 11 t/1 2 (NAP)Or ,r1r lr 13• 1r ,r tr it tr 1. 2 (eOROY) 1r it IV tr ,r Ir Ir Or lr Ir ,r tl 1/2 2tr ,rOr 13' tr it ,r it Ir Ir Or 3 (RIP) lr ,r lr Or it tr ,r ,r 1r 1r 11 1/2 3 MM2 I/2 6 1/4• 6 1/r 2 1 t2 H/2 - - 61/4. 6 1/1' 3 (p0T1OM) - - 2 1/2 /1 T i 1/4 6 ff4 2 1/1 2 t/ - - 6 ,/a• 6 1/4' 3 (WTOM) Ir r o- •• 7 1/2• t (TOP) r S Ijr r W r 6 I/]' 6• X ,jr r r r a' A (TOP) - a'1 - r - ISaYIORn r - -Or a'- r - S' - a' - e - 4(60tTOM)it Irtr Ir Ir Or ,r ,r 1r 1r ,r COP) Ir Ir trtr it Ir /3• ,r Ir ,r I t (TOP),r 1r Ir Ir tr Ir !r tr ,Y (B mko Ir Or Or ,r ,r Ir /r Or Or it Or 1, I/2 S (•0t777+0 7r Or Ir 1r it 13, ,r Or IV U' 1r /S• a (TOP) lr 1r lr it 13• ,r it it lr ,r ,r 11 1/1 a (TOP) _ - 61 4" s Ile 61 a 61/4' - - - - A 1/4' 6 t 4' 0 - - - 61/4' 01/4' a 1/4' 6 Ile - - - - a t 4' 61/4• • .•) ,r s' 13' ,a Ij2 Or r U• Y 7112 a 1/2 13• 4 i >a, -a• ro 14 -+ 13• a• 1 tr tr a ,/1 fY a , 9 1 s 1 Or s ,/z' t MM >v-r ro r-•' i3• r ,r 13' 1r 0 1 : Ir 0 1/2 to 1/2 7 1/2 Or r I (ROTION) 1r 7 1/r tr 1r ,r to" lY to' II' r Ir 6 ,jr I (RaTTOM) ,r s• ,r o 1 Or r U- r 7 1/2 a On Or 4 1/2, (TOP) Ir r Ir tY Ir a 1/r Ir a 1/Y 9 ,/Y 6 1/2' Ir 5 ,/r (IMPS Or r Or Ir tr 9 1/2 Or Of 1/2 to t/2 7 1/2 ,r 6 Ijr 2 DOM*) Or 7 ,/r IV Ir it Ir tr 1r it' r Ir a 1/2' 1 DwirsoM) tY r Ir 13, IF , t/2 ,r 9 1/2 io 1/2 7 On -r 6 ,/2• Mn it T 1/Y Or ,Y Or ,0' Or to- 1,• a• 13' 6 I/r 3 (TOP) - 12 1/2 2 , a 1/40 a I/4 T2 1,i 6 1/4• - - 6 1/4• 6 1/4' DKITIOM) - - 2 1/2 2 t 6 1/4• 6 1/4' 2 t 12 i/2 - - a 11C 6 1/4' 3 OWrW r 0' 5 1/2' r 3 I/r r 4- 4 ,/2' r a I/r r (TO►) 7 1/2 r r C r 4- 4 1/2- 3 1/1• 61/2' 3" 4 (TOP) r r r 5 I/r 7 //2' (RORDM) r 6' r 5 Ijr 7 1/r (MORON) VIV Y 1r 13' 1r 0 1/2• ,r 0 1/2" O 1/2 7 Ijr ,r e' COOP) 13, a Ijr Or,r Ir it 11• a•tY s 1/r aY ,r Or Ii' 1 ,/r 13' 0 i/Z o 1/2 7 Ijr ,r6 Ijr s 01oTTaM) Ir a OR tr Or Or J4rV to' 11•r ,r s ,/e 5 r Or o 171 Or Y tr r 7 1/r S 1/r tr 4 1/2' 6 (TOP) Ir r /3' it 1r a 1/2' 6 Ijr a //2• 13'e1/4- a 1/4' 6 1/i' s T/c 01 4. 6 1/4. 6 BOTT-") - ate 61 4• a t 4' ONE sm 11 ra AMMMI TM at SPAATM FOR ,NTY,mm MOO W00D rmw SUUNK • ,M/MeM1 MOM MMM YID Meaty WOE 0MMa ARE ,NOW= ON Trt SC)P=" PD1 ED. usE Tow MMONm DM w2MU INDUCE APO" MWLWM In "OLYM VO=M NOW ON SCNWUU: IN THE NaLOOM FAMW PON 1WB MMMON 10 K POS011tE. it O= 0000 Moon MM WIM MWL WIN K I= OWN MPOW SPACIAL NOW = FOR EACH A OCO= TYPE on ,HI tMOaL ANCHOR TTPB 1N11 / PA 1I4L 1/4's, 1 1/re 1/4•4 D000M f11FEQ 1 aRPM-NMRI DMN-M WWAI ANDIOR MNId10 («.) 3 M a 3 A, 3 1 AeMa,MM.N �) 3 3 yr r I 3 3 tr 1 MNAMe W eDOt s 3 1/r 3 1/r I 3 in 3 t/r A ACIIBL !■E 01■INRFACM I to 4]A- 2 r ----- , ------ *AM -- - 1Ao t4M - 1Da IM •• SPACIN0.5 ONLY WWJD WHEN SPACER S USED. SEE T DESIGN LOADS t MAX PANEL WHEN SPANK f(SED 206L iL A AS.D. DESIGN LOAD aOiNPA EL 1110 TV OR um S'-S" > 4D PSF TO SO PSF 6'-2- > 50 PSF TO SO PSF 5'-10• A MAX. PANU LENGTHS ARE OV WAUD FOR I NSTN,EATIONS W/ SOLID SET ANCHORS 6:W/SPACER AT 12 1/2- D.C. -----------..--___—. MICHOR` (SEE SE,.,. B KT13140",. ON SHEETS 13. 14, Ia k, r Lax. R-IA/13. R-2k/M R-3A/14, R-1e/13. R-26/13. R-3e/14. r wx. D,M•,© ' R-iAW/15, R-2AW/13, R-3 11111. R-1RW/15. R-21IP/15, R-3RW/16. 1• Now' III O O O O O b I L/2 1 4Y-20%1 • � S.S. BOLTS M� ', j ti• (USE FOR PANS iY ,I ''FtEOUM {ST7OI,SI PANEL II OVER Ti -aI 7---Y- I t , REtANEtAR SvIGNAL iI-, 6-r PANEL MAL"E7CIN PAMEL 'a +44A -10.a Pat. / 0~ MPY62Lows" eolr) -------- il*-4 ----------- --- --- - r-r a +wA -M.0 "L (W/O mew No PANEL LOOM 9011) 1.- i 1 — - - •t A I i �/.1 20Mi• r - .i A t6E 2AT�' wousinsism t ss. ImL15 w 'i f LA2, ii5tdks"3Lfi_S_w_ - - -- - ---1-- - +- 1 e WN • LOE SAFETY" (-. I -^ D.W.T. ';lQ/ ' PANEL BOTTOM O : 1 Oyvk P- -meµ- Or O WIND NIT AT EXTERIOR� WMO NUF AT r 1M171 Lm PANEL R10HT PANEL 3' M z t MSTAWTICFO IS ONLY VAM R WIND I' w. R-W13, R-2A/13, 11-3A/14. R-11/13, R-21/13. N-.76/14, SPEED UP TO 170 my.n ! It-RAW/1S. R-2AW/15. R-3AW/16. N-/9R/15. N-29w/13. N-30W/19. '.. a — -----------------'ANCHORS (SEE SECTIONS a ALTDMAINES ON SHEETS 13, 14, 15 *IS),------------ 1/4• VAX, GAP LIFE SAFETY STORM PANEL n ELEVATION (t) SCALE 1/4'.1' II 2,wr Rm STORM PANEL (UK 0,4AM.1 MOLE WW.Y) SroWI PANEL r a• " CAP. 0C s * - LWE SAWPANEL : * FLORIDA BUILDING CODE on High waloaftyliutrlcone Zara FSS GRID 24 GAGE GALVANIZED STEEL STORM PANEL G �ti� wim an „"•E C O ENa.GLOBAL PROTECTION PRODUCTS, LLC• W Do,, SECTION A -A '� ` .Em te. lI McEET SCALE 1/4'.1• w•'.�p.N/� � ,.w NM%c (N )Ne 76-k FAR M4)Ma-VW 20-175 PL. bFIL/OOMTJI[/DOC G-E6001e AY. M• *now Nx TAPOW Reroc- q I I,ANELSW EL ON y 70 OtA 1 , L/2 i 1 f I r; i Ij j 1 4 i I 'IA 4;0 TO Is O.R WAOKRED Wj STID N _ _ 'i,/' WOOD AM SAFIEff FAME WALLLJNXJq L1�5: 1. INSTALLA71014 ARE ONLY VALID FOR A.S.D. DESIGN PREP RATINGS (P•e.t AND PANEL L04CMS AS PER ELEVATION ON IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE 80UT/ERH PINE No 2, W/ SPECIM DENSITY OF 0,55 OR EQUAL, I I I PANEL LEVVH i (SEON stun 12) _T i I I OI ;I.. I11 1 ILO- i:,, V�rili�T:+•7J.iy1 �•i?T9ai�J!`i> 1. VAX PANEL L016M UBAChi MOW t2) (VALID ONLY FOR P44EL (D INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 3) WNL ASA PRESSURE MATNO IMMMK ANCHORS SPACIM FOR OWN ED. PER SOINDIAE emm APPLICABLE a NAXOMN lDWW () MAIL. ASA PRESSURE j_) MkVM M A HM VOIC1118 FOR NMI EA POI SC4EMAE BELOW All E a a IW1 YNWW PAMLL �6TM (�) 13RIDR SOLID -SET 'm LNEAC-NAaM GLW-41 TAPCON BBLMI••M Sys TNYIC-NN;1 CNK-M 16 m A 10 m Tl1J1 m m so m mm m om m >+64 -M t 7S Or t,• rr ,r ,r ,r W ,r Or 11` 1' a t' Q , a,_r pi AS +ro-75 .ICI.-181 13' r Or @ } t3' 6 1 I r 0 1 7 1 5 i 1 r 4 1 1 w-r OR LAM ,r It- Ir tr tr Or ,r Or it Ir ,r 1r I DWITTOM) 13, 6'Ir 13• Or ,r r ,r r lr 7 1/2' 1r r I Fmmw 1r 11• tr tr it 1r it ,r Or ,r 1r ,o' COP) ,r r Or 10 i it 6 Ijr Ir 6 I/r 7 I/r 5 t/2' tr 4 1/1' M T3• „• 13' 13• ,3• ,r IJ' ,Y tS• 1Y lY f0• : (BO,TWJ ,r P IJ• IS' it 1 , - tr G 1jY 0 , 7 1/r 1r 6 ,/E• I Owno* 13' It' Or IF Ir ,r ,r ,Y ,r #' Ir Ir (TOPS ,r r it ,r Or 6 I/2' ,r f 1/2. 10 1/2 7 1 it r ) ,2 Ij2 12 l/2 S ij{• 6 1/4' 2 t ,2 1/2 - - p t/r 6 1jY ; (aOPI01P) - - 2 1%2 2 //2 6 1/r a tj4' 2 t/2 6 1/{' - - a 1/4• a Ile 3 (60TtpM) r a. b' --_- 8� 51 r 4 1/r 4 M r r r s 1j2" r 3 11r a• 4' 4 ,/r r e 1/r 2 ,/r 4 (,OP) a. - r _ r _r e:` __ a• - (MORON) a• - • ,I2• - r - r - a ,/2• - T - (BORON) ,]• tt' ,r 13• IV Or IS' 13• Or Ir ,r 10• S (,TIP) ,r 6 UP Or Or tr Y 13' 9' n• 7 1/2• 1J' f 13• ,1• IV 131 ,r it ,r ,r tr ,r Or tr (aOP1aP1) Or r tr it tr ► Ijr Ir 0 1� 0 Ij2 11j2• it r (90TIDM) Tr it- IF Or is- ,r 1r Or it it 13• to* (M) 13' r ,Y D i Tr a , ,r a Ijr 7 Ij1' S 1/r it 4 I/2' 6&a - - 6 1/4' a 1/4' 6 1/4' 6 1 4' - - - - a 1 4• 6 1/4' 6 D1DTT!') - - e 1/O 0 1/6. 6 T e a/ e a ,/4• S t 4• - - 6 1 e 4 1 4• ■(ROTE••) 1r 7 ,/2 ,r ,r Or Its, Ir tr I,' r ,r 6 // I >a, -a, To 0-W tr s• ,r o 1/2 -77- t ,r 6 1 7 , a 1 ,r 41 1 Tp 7'-e Or 7 ,/r ,Y 13' 13' 10 / it 10 1/2 1 , a' ,r r 1 (MQTTOW) tr 6 Ijr 13• Or ,r 6• 13• 6' t0• 7 I/r ,r r 1 (BOTTOM) Ir 7 1/r it IV Ir ,0' 1r ,r 11• r ,r 0 1/R- 2 (TOP) ,Y r ,Y o 1/2 IS" 6 1/2' it 6 I/r 7 11r a ,/r ,r 4 ljr 2 (LOP) Ir 7 1/r ,r Ir Ir a I/2 tr !L!Lr I I 11r r Ir r 2 Off"" it r ,r ,r r Ikit / t/1• it B t/2' 0 , 7 t/r t3• 6 1/1' 2 tBD1T0M) 13• 7 1/2• ,r 13- 13• 10 t tr ,0 1/2 111 1/2 6' Ir Y J HOOP) t3' r 1r Ir tr 0 lIr Ir 9 1/2, 10 4/2 7 1/r I it !r 3 (Tom - - 12 1/2 12 lIr I Ijr 6 1/4- 2 1/4 6 1j4: - - 5 1/4• 6 t/4' 3 (eoTTw) - - 12 1/2-12 1/2 6 1/4' 6 1/4• 12 1 6 I/A• - - 6 1/4• 6 t/4. 3 movrC,) 7 1/2. 3 1/2' r r 7 1/2' 4• r 4 t/2. a- 3 1/2• Y r 4 DoP) r r r a I1r r 3 11r r 4' 4 Ijr r a I/r 2 1/r (,•H MMM) r - a llr - r - r - 5 1/2• - r - 4 twnoM) IF 7 t1r IF ,r ,r o 1/2 Or to 1/2 1 t/ I' 1J• r (LOP) f3' 6 t/Y 1]' is' it 1• IS' 9' it 7 //r tr r (TOP) 13• 7 'Ir tr ,r ,3• O i/1 tY 0 1/2'11 ,j/ 1' ,r Y (tIOTTOM) 1r r tY ,r Ir 0 7/r tr 0 1/r I0 112.1 11r Ir r (BORON) Ir 71 IV ,r it 0 1/2 1V 0 1/: 1 , e• ,r 7' 0 COOP) 13• s' tr 1r a //1• tY 6 1/2' 7 t/r S ,/r Ia` 4174 (TOP) Is 1 {• 6 7 4' @ 1/4• @ (ao1T.- 6 ,/4' 6 1/4. 6 1/4' 6 1 4• o , {• / / r 6 BOR.•' SEE OW ,1 Me MCHMe ,TPE a WPCAM Fe, IIGVUMWS 006 W= NW. f1AlDWW • MMMM AMM"W SPACING MM M MY WOE WWU ARE 00=0 00 DO 104M" MR 60 IRIS TWA ""M ON INCHI IGE I1COM/0E AlINOR MACMD or MAIIRYMM MitCM IOA44 ON 90SOLU IN TIME FWbOe MC,WS NM "0 OPDV2ft TO K M MU I== MAIN DRUM= LOUD FACTOR OWL MOn K UM THAN MNKA4 SPACMIo OOIOOEO FOIL EACH ANCHIM 114E ON Ma SCHEPAL NOW flR IN- tjr. 1 r. t rP 1/4.6 _,j4•. nrnN - tMM•en w wu- MMNEM ANCHOR IPPMN DO 3 3 3 3 2 ,/r 2 ,n Mp,Np,NMpp 1i.7 ] a ./r r 3 3 1/1' 3 1,BMRe:W aaN ! ]1/M• 31n• IIn 37/r a—w m M■61LS FACTOR ,b ,m •" SPACERS ONLY WEAL WHEN SPACER S USER, SEE 1 FOR OESK,YN LOADS Ia MAX, PANEL Wii, SPACER IS USED. 1/00 41PCON_ Qt$T*C POURED ANCHOR • Or O.G. - _CONCRETE e<ROCK CONCRETE LDA %mar &I A A.S,D. Dam umMANNINO!PlIONEL LENGTH 40 PSF OR LESS W-e' > 40 PSF TO 50 PSF B•-r > SO PSF TO 40 PSF W-10• A MAX. PANEL WtGTHS ARE Y VALID FOR INSTALLATIONS WI SOLID SET AN04ORS 6. W/ 0 SPACER AT 12 1/2. O.C. • •N DETAILS1•: UFE FETY PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I Al' i 1• Nat. 6--svARA1tC iOUISS ro wAss r me1�m"esr•ri :' I PANLENGTH I (SEE ELi,R,iMNt I p ON SWEET 12) ; Orr _--`-- i �;;�� 0!/ /, rL i L6• 1 1 ,Jr.-tsr tT� - -� 1 wvAa LEN011. (SEE ELEVATION ON BEET 12) I I j 10 e• I O4 IAPCON� IJ410 TAPfANN _I/4'IN NVCNOR O r B.C. � i MICiOR IS r cc. EXb1►1C vMIRED CONCIrETE OR _COW mm CLOCK REOUR(E0. Zai� i�POUNED CONCRETE OR at,O.CRN, REOIARED. 0 L� SCALE 3 1'M= sm SHM 76 As to Pal ANC MRa ANUS "M 114E a wiscoM TOR POOLL4=w Om wow 4 DaD RMME sMd•MR MIeR+M AN CHO $NM'3 W AHD IPbhww mom new al MAw pNi 3 •1i4,W„N� ,D.w4r M7 4W1r.a,ta1 :a4.R,r 61Rk e.i 6 3 ca oWMU ARE aIOcom ON "a SC UML me E.D. Los %" MMW,m ON SCIMA E MMU ANCHOR WPOlM Alim mist N NONR or WLntym st4Mwe so" ON SCEOINE BY TA FOLLOWMM FACMK raft THIS OPMMON TO K PCM Mld, SmtIC) aPACM OBUMW LMSM MOTOR swu War K um TOM TAB 2 ,n. set r am Lwmm SPAOMO MMfA1m FOn EACH AMC"= Ir 'E ON 7M6 f..R• � E.O.• 1 1 I , 1 � ,• Kn. I 1 1 I f•►-2ar OL40 � C _. 1� t/4•.-Ear � N i , L MAIL • H t MAX PA11FL 6. -- r_. _,,-._ p___.. __'.... •• iLEI�'ONI R i ! ,• H C1 SHEET ,1) A _ 1 __� ON SHEET 19) If a'�T0 �6tA3S. i q 1 i i. t -T- ..3 E.D.• y3'• LOA 1 L --9.i3 • M.M. ._J/4.4 smicON " i 1 4'0 TAPCON ANCHOR e r O.C. ANCHOR e r O.C. -fJ051pr10 POtAffiD CONCRETE CIi'pURED CONCRETE C4 C BLOCK RECXRED. u�,E gLOCJf RE'OIMRED. N i�LF..1.MiiYa umN4Fy„ SWE ""KIWI INSTALLATION DETAILS FOR LIFE SAFETY PANEL (0 INTO WOOD STRUCTURES WOOD HEADDI 1 1 4'e UPCON t 4•, TAPOaN 00. GC.C.C. MAX Vast � /r 1 �11• ' � I I � 1 If FXMTIyDj I ,pp� r p _ Nam •,,,� G 435 p ,r i - . tLs mlm PANEL,j. v -'—_ •• PANEL IENOM p ) (SEE ELEVATION EE AI011)L a I ON SHEET 12) A I ON SWEET � a 1 IGASS. 1PMaraN M I PLAT• l t PLAT• ,! PLATE �F PATE REQUIRED REQUIRED �'11 PANEAIE PS PAN/ 2UOS a 11 1j1LUCANCH01C. _ Rs AMU ' IL .NIII/� WAL1._RAprypE�A�pSaPyGP�A2�aL EA N. Tki m: LE 3/MI" EN 44167 FLORIDA BUILDING CODE (Non fth Wealkoft Nurrkone Zane amGAGE ntma ,m. 24 GALVAMW STEEL STOMA PAI(0, NL STATE OF : c own eN 1. INSTALLATION ARE ONLY VAUD FOR MAX. AS.D. DESIGN PRESSURE RATINGS (glf ANO PANEL �•' Ft OR ,W....�, �• „L,E C O BNB.GLOM �'T� • Lam• M Dlw. LiNCTHS AS PER EUVATIDN ON SNEEf IL L fit SnIM 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Sji)NAIti� /�-u.�tc7 n.. �HL,r Wrr Is. �.L=4 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC o MAN N+4. .H-,w in -NMI NMNc pe4Na6-7o,a r,Ml: (Meywl.am7 DENSITY OF 0.55 OR EO)AL • HP1 w ••••1, ML OIL7EIN >. PL �Tis N •a -A N (U O N U N �- � 0 O .� 0 Xn cu O cu cn O c O C..0 O W U- 0 -:- An Ln CDcu E 0 O !�►� .0 vJ Q aOt 0 a � CL 1h m C•.3 c� "m Q 3•C C3.. EON •�- at E� to CIA W N QG 1t +fir RD C u � eo •� in v AD C Q C •% T 4n fi. •Q � E 49 O a. 4A W cu O U _0 Q- ■ I— V) COO i,d.d Lu Z Z Q J (L SHEET NO. SH 1A. r la' TIN`__ -.'L 11 na.I1 ._1- AL 1,.. I I -A _._ - I "NI N IMI 11 1 E/,4X78�t ••r EZt/19, Ezlw/1e r - 3' Mee t• Lan :-�C.eE rgTE 2) ANCHONS SECM(N EZI At ALTDIATNE We ON SHEET TO ---- --+3- Limb-- .� I• W. -0a4 I(912 t:1MIM 2) 1/2O O O O O O O O D O -� A �PiR 5611 i T'_r_".'I".T��""��"" 'T--,--ITT-'-l... ..T _ TT...�.-�»_-•..� --� -- ..T. _7_.r � �. •L• :. TT(END PANEL) F ' (INTERIOR PANEL ) i (INTERIOR PANEL) � (IRERIOR PANEL) (ENDD PANEL) j I M�X SEE NOTE 2. 3�, 4 I f I 1 + i I SEE NOTES 2. 3, 4 lii II I 6.-0• 1 PANEL -( ! • LLM6TH 1* I ie - 1* 1• 1* 1 L41 a 4a.o P,.4 i til-i : I _SITED PAIQ3 W/ 4/4#-iMt" (SEE AS APKCAOM I- 1h - --- I' JJ_LL..1J_LLJJILLJJ_LLi:JJ1LLJ.1,,:'�L-1 .1-L J_LLJJIIGLJJ_L1JJ i._--1 SET NOW 3• Ain a .� 4 3' ML_ ,' Ma. �ID7E:•�W� TOOTE 3 1' MR, 3 AN 64M (SEE SECTION EZI t ALTERNATIVE Elie ON SHEET 19) ---.. .-------' EZI/18• EZIw/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL Cl) SYSTEM (t) w SECTION A -A 1„bS,hHln„NrNNN SCALE: 3/32'-1 • +`' ENGINEERING ENIMINICEIVIN13 EXPRESSS01 PRODUCT EVALUATION REPORT September 15. 2020 AppiCIOD L Namber. IiM.1 - R2 EX Prejed Writer 2D.3/543 Product Wluhdurer AN Arnuicen ShU11ex and blase WhaudschmAdcbeas: 1540 Donna Road Wass PeMTI Beach. FL 33409 Prodticl Nema 6 Description: 24pa Galiarized Stest Storm PanaM L Leda MMeft ImpactResidua Scope of Evaluaftn: This product EvaIN{Bon Report W berg Issued In accordance with the requherrwnts ofae Flonds Daparerrrd of ME, leas land Professional Regulation (Florida SUM M Commission) Ride Chapter BiG2D-3.GD5. F.ALC., for stafeadde acceptance par Method 1(d). The product rioted above has been Mated andlorevaluMed as sunNrrataed herein to show corrlpfunce with the Florida Sinai g Cods Sa NEMEn f~ "M and is, fa OIa ptnpeas I - 1,d, at Mass egdreWl to that required bit the Cola. Re4evMalon of this product Ua0 be reotlred Following paAYwnt Florida BuIUM Coda modtRceOom or rivisim . Su41ng Data: EX drwMlp g203iLS43 Utied 24pe GMYartlzed 8MsI8Mrm Parnsla (lfVFIZ 8 NCTI fiVNZ)', ttllBete 13, Express, signed &sede0 by FrWA BennWo. P.E. is an integral tart ofthfe Evatiustiob Report LMbrm $fAk sbudua) periamasce has been Malad in aCOOldarnte with TAS 202last standards par Met repoA(s) /BT-ASG-17-M by Mwkwetw Teaft. Inc. Lisp miaaiM impact resistance and evoke Madng perkrmulce has been tested In accerdece with TAS 201 and TAS 203 test start0ards; per test report(s) OUT-AS03-17-M W Shiet ater Testing. Mc. Struct rai anowerirg cowatione have been prepared Which evatiata the product based on cor parrArW asdlor rational arlayais to q.HeeN the following; drip crBsm: 1. Maxyrean ANowsbM Spans 2. Minn nin Alcweas Spans 3. MMrdmurn Glass Separation 4, AnchaSpacing 160 SW 12•" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA. 33442 (9S4) 354-066D 1(066)396-9999 TEA" 0ENGU11 EILINGEXPRESS. COM E"GIMIGRINGEX►RISS.CON It, LAST PANELS TO ■ INSTALLED AT EACH OPENING SHALL ALWAYS 9E PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES , (1DEFINITION OF SERIES S 2000: E-Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + Cont. TRACKS TOP h 901`70M1. (2). END PANELS SHALL ALWIjaS S CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR tP) SFWLL BE PR4JtDED AT TOP OF SUCH PANELS. (3). I ENO PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4'e-2Dx3/4• M.S, W/ 7/8'OA3/32• WING NUT OR 1/ 4"6A3/4' Thin. THUMBSCREW INTO TAPPED OOT70M TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR MT FLANGES OF ETD PANEL (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM ?RACK (i 0. A STOP BAR IS ONLY USED AT TOP) At LCAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) A90VE. IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VAUD FOR WAND SPEED UP TO 170 m p,h. orENGINEERING Pogo 2 Of 2 NI Arnaric•n Shutters and Glass - 24ga Galvanized Stool State Panels No 33% increase In allowable stress has been used In Ire design of this product. r of zone 4 and essential tedWes. Separation, hOm plating is not required for Iretalfetlale outside WMtd Impact Resistance: Large Irtgect Resistance has been dame strMed as evidenced in previously Ish d test report(s), and Is accounted let in the engird" deaipn D1 this product. WInd Load Resistance This product has been deslpned to to" wind beds as MMtiteted in the spun achadulats) W the tespeOve Product Evaluation DOClanea U.e. anpNmerfap MawiloW. Installation This product shall be Installed in strict cornpiance %" IM TespegBve Product EvaluNal Dominant 0.0 aRDnaefIg drawirg)' along; with ON components noted therain. Product cwrponwft sW be of the material spedisd in thot product'a respective Product Evahnsal Docur ent 0•e- engineering drawing). UmlfaUons & Condkkm of Use: Use of this product shall be In strict accordance with the respective Product Evaluation Document 0.*. entgneetGg drewiro as noted heroin. All AMPIKIN hat structures shelf be dest reed to reehl Of superimposed Mods and shed be of a msterial lined in tee product's respeetlre anchor Schedule, Host struclors oiadliaa which are not sacculeted lot In this product's respective anchor schedule Mob be designed for on a M&4pedk basis by a nldateted pfMesHOnal woeer. AN components which are pemanen0y i staled shot be protected agatiet corrosion, comarNnabon. and other such d r ege at ON tlrrhes, This product has been deslpned for use WE" and outside ee Mph Valooft Hurricane Eons (MVH2). Respectfully. r� .}Y,.. • 1L.71rN Frank Eennardo. PE ENONN4EERMG Em*En* OPE0000491 CM Auth, 9885 160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLoot0A 33442 1954) 354-0660 1 (866) 396-9999 TEA"OENatmeERinaEXmmess.coM ERGINEERINGEXPRESS.COM 'Iw41 -A w,Jlr •A-rr<irNRaA HeRi a£1'.t-"TH-'T-""Nk�ll rL^: > � 'K`4+wXal_ •l.-I.�D A Jle +y.[: tl.`:rtkd.:LL ��'.. _ANHI s. ,. .rose N'rflt a N 0.14w I:t I. ,�. pas i •_ w, Lai Gil rr ' ¢ ],. •Ir Gw 19 P -z I }} w •;.Y ' tS A tr - c ) 1 -f rcF - 1', n rA n II `Lfr 1: TX .r� S i=Y r yR�Y ,A . •.'.�1aA-F Gi _ lHv� ISn �-YYIF LJ _ •4 � y � 0 pas P HA 7 •:u' +n:4L i2•il <fiDht"GN J' an etas- H•tl! - .': L'.] tl FI-•11Ht% Val / V.aY_ L. _ tt r•a Plc•• a4Rnuwrw tint i tv1i T.:ter. Nd.•rYl ..<rrT \: •r-, rx.-eases-T,{- 1 G.LlT1,6 •.'��.T. 'Nnl ,. ,.i ." Fu:l aY. - .• ill •a txL ��. aai u.1lA,'� � � � /1.Cla.d001LrrO NOW SP$ION :YCSI.A � fk3� 'N�l/J�L •tR.UL L.1 J•`rt,1M.,lZ TCC •. X�`w _W;iN 7il " ^TY r wNlll iPll NN1M1 -a•1 Q--- rrn[tR tua#'4 .HTK r,�c^ FCRt ry .n�yulA} .Yr� Ras ��VI 1.a arIKT-suoN.rx:: rid•_ _ f\WALL aahNT $1Rf0t1 1TPAIFA'R -M.' h.'aATl:t•x GVY '(%(.•M4 Y,4,rY`<TT- NSd NRi htk: •i.G�t]F 'r � .�1;,'.IF. •-.I=,JJIVt2.t l.tl NW,1: WEPK111J. •b AN_..tl-- ,A a• • • ..T I VIV ".i•lA_-': a@ IW.L^64', M X.-.4' S L tTti \NTLTrar1 �r qp L .0 RSFL'i'�SA" a .tt'r:.eNr1 ,rla w.vvvav _ E LU 6 Z `I r XHT '•n•ri ,--ar, rsrE•.Er'. a •#Pa:"I Q is r ci'1:IA Pf+nIFN:,'. (1+•iWi"iL .I� Y,..i irIH�N.M #Li J X ytT 1/r. R.>31 O.ILN:' ;� W fs •.frV!F.N IY A DME EI dN4Ks J .a I L f d. nu p 6� 12F 1. F4 1nt s se F:YJ a:ls �um:„ wrm Q IT• a •- , N E F]l lG'G� AC ll ItAk1 PS I ,vi p ^ C1H .11_'cGvNa•ilJl• , �1 fx-Sl'�lF'.-0�HNT �E6 �eO$Ai8 $2S'M'E E.Y _n'm _ %III ;xixiPi ltLEes E"_] Rri• to=' -Fr �� n.sT atr_li"1: I:n fry. RA `nEJ xLl Y JZ.: to P x - - s4lYS 6- +a•rn 7n.•�.rlrr...r. --..[ Tie•'r4.,aw.AFi,- arrt•Iruaarnrti- #-yrx'rrNa 20-31549 �tTIYT-r"e, ' feria H,:r:. T'9R - . • �OMDIMLIOP/907'TON O.05URE�TAL wal�ivllo �r�N'Ise-n' -7 Oc " a.:U C-. e.'•Ut ):.: fKJt ql•6 :a1�L Uri�' F V. I •IT M ll1 'frX Vofr. ��P1 IAl "f-;,,,Tr ' ar ' nrav T{R. +tF3H:M qJf T:•\n . l'+N1: a" Il•t_T n It l I INIRnnu, A [:1R)N F%Z�e4 /�'Y IRFi:r7NlatJ NMINI fe_tIMN T .UI I INSTALLATION INTO DETAILS _-FOR POURED CONCRETE. CONCRETE SERIES 2000 E-Z BLOCK HANG STORM PANELCI� AND WOOD STRUCTURES Ti-- �J - t 4'e TAPCOM x t/s•P TAPCON N�DCR T;•,/ t4:t' M[X NU'D itx WOpp ' II ANCIRM • tr O.C. 't• "� 14.1• NEXT WAD MANCiHOR .,- • 1Y O.C. '\ • .• FgOM _'_ HiBOlR1ED •,y/1• FROM EDGE OF 4) EA � r , I I t/sh-ice,• I -) '� q�aEH_Y_._.__.._ -i 006rat Mv61 _X. _____. 1/J• TO CLAM 3 10Y POP a ALUMINUM�•- POP i UAW RIVET CLASS IaL J O NMFT uliuse '-.VAIL luAamis VAX LEMON 4' A _ '---^---j PANEL LFNCM S r- ae-'SfPi AAA• tl 1' > _ r 4•~ SOR Y iOl (MASS i -. Sba p OF V (FF11 C----------j ,�_ _ �- -4111 TAANCHOR 12, D.C. 1/4•0 TAPCON .,' l ANCHOR • 12COWCA• �1 ' ) 2-a4' MOOD FIEOUN . OLD" , I�EVIAIaD WALL MOLWTM SECTION iEZ] SCALE 3/9-1- SCALE 3/8-1' 1 3,r� •�%�'`• "' FLORIDA BUILDING COOL High YH Ntrr-Aeom Zone) • MIN, PANEL 1. INSTALLATION ARE ONLY VALID FOR.MAX. A5.0. DESK•dN SHALL BE 2'-8 PRESSURE RATING +/- 40.0 p.s.f. AMC 0'-0. {IDLY PANEL LENGTH. go. 441 * * : * STATE 0 •• • O' fLOR1D eavm %I"= M r,. 24 GAGE GALVANIZED STEEL STORM PANEL GROWN at, -- IL ECO hNe. PROTECTION PRODUCTS{ LLC. 07flnen"i° ,am sa s, 51RIT 2. FWi: PSty WOOD FRAME CORIyTRUCiEWN: WOOD MEMBERS TO 8E SOUTHERN PILE No 2, W/ SPECIFIC . •. S �� 'Y,IPe` ww. .•eFEI aN6sa •. Imo• • m.,N, w a,aN ' 0. �% (auses-aw aFlw far Tare. rwc 20-175 DENSITY OF 0,55 at EOUAL. NIANt'!At/NaaeaLMF/DA�- "�`s�4Yr ',� a-mas7n DM6et NF W&UP AFLOW TLL1I up" /NO7 la O ,E ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) 10 TOP TYPE AS Roo O OPTIONAL- W-30JTITTCH BOLTS WIT" WASHERED U26 FASTEN®f R1AP5 •HIDSPAN(VSE APPROPR1pTE SPAN TASIE) MAY iM AT Ta+.," DUNT ELEVATION ELEVATWN -�-� (LDcaTrONNAr agar) ammm M%JL1 C=NN�' tSPM19ELOW I TYRE AS Rt q'Dj OBS7 P11C)TON) PANELS MAY HE NOTCHED AS RBWRE0. OPnMAL)a''-2D MCI BOLTS WITHWASHEREC PRWIO1714AT L•OMNECTKXNS AND AWHGRS.ANE USED WW64 SATISFY VOINGNM FASTENED I SPANS A9CNE A SEUM,0ffiTRUCTION, QVt3L1AP59 NIDSNLN APPROPRIATESPAPITAE VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GALOW PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS WIND DONE 4 a E»ErrTAu FAEr1 (HVHa, Ffr$) INStAUAIlONS LESS NISrAIUtgNSGREATEe I MAX,MIUM DESIGN I AuiowAetE I'gESa)RE SMNI(NNNI 1HAN3WAeOVEGMOF THAN 30'A6WEGeAGE (,g) i1oDM cub 3 _ Aft, _ I /+❑ 33OAM 6.p6 JT.16M N-43 ]3071 M - 6.06 in z.16 M . Sfl6106 In 2.36 m 7FAN bi t(tuuLt NU I CS: 1. ENTER SPAN SID EDULES WM NEGATIVE DESIGN LOAD ti PANIL FASIIEW SPACING TO STORK PANEL SPAN. SCHEDULE RULE IS ACCEPTABLE LEWI SPAN. SCFaDLAB A ACCEPTABLE FOR USE WITH POSITIVE WADS LEA THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTE IERS' ARE STUDS USED IN CONNI nOk WITH ALL. MOUNTING EXTRUSUM eF"•TRACK. 5 UDM AN" M). USE 6,2T O,C, PARR FASTENER SPACING TALE VALUES FOR ALL'H"- AND "U'"HEADERS (04CLUDING BUILD OUT CONDITIONS), 3. UNFAR /NTµtPOLATWX SETW(E N LOADS IS ACC®rAELE. OTHERWISE USE MDR NIGHOR LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETNI M MIMPI Mr AILOWASI:E SEMRATION PROM THE OPENING TO es PWreCTW- 21 SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION DOWNSM LOADS IS ACCEPTAILL OTHERWISE USE MW HIGHER LEAD,. I FM INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL TACILtTUIS IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SC HEDUI:E IS NOT REQUIRED AND NO MPUMUM SEPARAYION FROM THE PROTECTED OPENING MAXIMUM ALLOWABLE r DESIGN PRESSURES: 19 AS NOT® IN OE51GN pDpgE17]SVIE(s N NOTES:p�T scHOULFS f�,Op'fyEEjS�EQ ��HpT SrsETiMi.' GN B OEtL�RN Nl ED PER O D55EppE99ERMt FP �A�D7ANDEry�DSry�TWyLTgHETHE ORq�LLALTO E y� OR N H DEBtGNL�ES& THAN PaE50• URE C4y/AtSTYV UFS LISTED HERHN FOR ANY ASSEMSLY AS SHOLIN. GENERAL NOTES: VISIT WAL.C.I0131643 PtRa-r_+:Wr=A0r, 4 a:.l dYl 1t514r Ak N f+I%k!_IpW war R#T1aAaly ;@RNpaRFFL11Cs ■ MINIMUM ALLOWABLE SPAN SCHEDULE � *•>!^rE;ra:^^E pO t'1000f001�ETil©F� L ©©tE?7alli.SiTrQiiLOLE.I0t®to ..E-aF3a.. ..FilG7.. • E,,•r•�.r„r"!"7 [�©F�7�iFJiQ®E�7Esi0�i® i J.©.E7...Ci63iLO.. r ir7•'^SL7^7© "IRA E7C7Fa•l VA" ETi 11:2' C [_.IiE iU mnAlas. L /10 SMARAnON nRON RIMS IS Ik4N111ED WHEN NJNS {i11te,.6 BYfA7M irWf THAT NDiral WR aa3 SIDEVE CAIRSO 1 DN Mora. r1011NN/l0 t 1 FOE C1 wumuSLARCI RONNA O. C ALL `101D01A DES, IN NINE A.M.N WHFR TIDE fa Pill 4 allRIt IF tVr1N 6URDOUr,wVNn C nn Lea 51MMATIDV mo GLOSSsoula 6F v1A Wall IF ilMO W Ohio ONk AEON e TAPEY$16,O601FIJ7gr(WIM OA WWHOVT 9ni1]+601.,11 AND fop reNE,A,LMnr W1,N AAN4 PAS*.'I w!'S OPWMO.r 1 r'A,, tO M P SPAN ]e' NIr4r,I1N USING ONE LIl p 7HR Or,tONM TM As a01'10M r11511AK le, DOERING rival ORNr %•1. uBNG MI FIMMilI1G L'ONOI,faN EIWIYN tit 1FeH nMIMwS O• •tie ill_ ' • ' 7L f a 3 • AANtiI sum (Cam ""I 1. I� i0•�1 CDNrI "AE M Ra" mms o e ANMON6 AT W"NG rdloeTE P m - NADND 0.NNF ,tea Eoo fIDYOUG eOCMON VALUriRW+IN AIICaIOA D nlrwrNG OONKLA IACINISI'LlaEAO• Aw" NIORair,O !� rAFel) /(T OPTIONAL gRESS PANEL DETAIL m 1NTER1Ca FASTENING 'auaiteas I a� .r !1Ap' l aTd 1(, 4 d0 11 Aq b.O94" 90 6, 23 asISmVA �F4,.•pri 2.2�;, - o,7so" f, �:L21` J. iaGA Tn TYP .K"H ES j m -0,3 4r19a^ H o62 �YY �' ,094 � 1830" tfl30r TrO. OA6x' L� ,375YJ ' ,o&a•_p5 J. 1-Q 12S" 2.000" !.! i(, L.3 ,010"°A26°`. ` }° �:1Zk° 1.1e0" rp'>t! 16Apg am-*- %Afta VIT V HEAav! M��L.5601 3,390"MAN. .3t 0.113' SL 510 1I• 0,?G.S'�I s D37wr a5i 0.190 ^i I- 0• a t 1- IT It 500' PANG GOVERNS �I O.L79'i A55' 0.yq °Oss5'3JS•...Ih :658 •. 0.0.29C 1�4.6y75'LRA\N�E�LI�iN a m i L03 ,0.545" aso" mE[Caim'N 0OB3• D.250'• �o•ligo' rD.a9D 4•rvtXxD 0 .z o.7lo t0.13 .3AS 1 @sa.D-OtIT T INMa q* tpA❑1 TVII��._`.... ,.,TiR+ _,M A090• O.70D" N r 4,957" - YJ-�-mf4-=-��- /. Dx7s" z r�i wv.W o0 i _. Im�i[RlDO d •13'I till is isi 1 NA rrLLI XN'Hl .��• �I ky. Cloo- " GMir'µaWw•❑C 4'C41van Mpg $: j . ll 2S MAX. [ r� dot ` 4" MAX, * COMM CLOSHR9 QFTAIL 1 1,114 UAW' T. 31•1 L,:xnara ' .ZS MAN, p� MAX, uikn< w-r. LLI aW0. }M*e.e yy � � � nt r4rY•lmlror Rl r„x M�1fAwAY+ . BUILD -GUT !Y aJ.T was ♦'i -T- f iNY /i Ww1 wW11 (JDNJRr Rr1Al1 D�TANCE w'•11J tA^rF x 4P A' uAra - " �nnn Aroarr L--'- 1,000' 4. T n nr$FVLi �t_lti/JY.Io3f r'"Tr566H Ci :jjm R'TTY xIMP ' 1.OaD' •c3 y•.a a®a+:7.- �•r ter{ ,C-nA' OVERLAP 3.ailT, A' "calC.ee _V< r - trPX. e2s° NO EIII IN1111 M.ilw t:IfnIINM1 ,Flwl' •riR!!',"J u k;y.7R AI' . N l.S SDI" MtN nw'rm iu:-n lip 111" MAX , MIN. 'iMy ysic:.>xi fu t " r .�'nnw4Nrta••' ,IP•aL (pFAVJ{R t R J 1]i <J. e'r b. 1 ."r. •`" xlt tS1R0ERCWStAEE DENY agD h "J"•!.-M{M}; ttJRl1 #'Y lq r •7ATti1 rA.aD <1 ��17A4P7lWNT ClO6U6EDEMD KTT I.^.r.G k'. e ANCHOR SPACING SCHEDULE: 24 GAUGE MNELS; PANE- FASTENERS• 12-!0 O.C. 2.3- EDGE DI5TAMC1! = I MAXter AmOR PRWMas .Y[ T"Ic7 EP UPTOW-01: TO _r a" of To !O-1A' caaY Tea a ca s4 L'alrr 1Yre care vYt c7 d w cx a 'a >♦ r 13/4 [NOm urU1»Acou DEw 4 ! 4F' it i 1 .S' lfi.d' 147" 9.9•. ]Z. 76A SA2' 6.e' 12.T' 16.0 -9.1 - ' 1X 1L ff 8a 0' 11.5116.01,T 2• 9:" 0' L ace. SS" 11 5 1 16e 1 1•• lad. 0. i A3' - e" 3 SY S' 2 MO I 0.S• 9!' L4" "3 15 L tl 1 Ate" 3'" 4 0 a3 160a1 s4 3: 125' 11 16 a' " 3 A 1 Zb" a' 9.1" A<' 725" 16.9• al. 6." f 1� 'I 1 7 r Nln ]3 ❑LTJAiT UTRICan 41 l ! OR S2 12 12.5 1 A" LLD" of e'. 1 .5" Y W. 0 Sti.O" U. 124" 1E.fY 13. . .7" 22. 'le 3 'S". ]2.5' 1a ❑" 14 ' ]1 369 11 ' 9. 22.5 mirYl '❑. ' 36 w.la , 11 :5' 7 w- 12.E" Ls - S • 1 J? a l tl: 0.S' .S" ieA" 1.fP' A51'' . { �9" o:a" 11.9' .s.5'.' 6 °v I a^rr e• r xtn as N rr�ETr.6aeue sari N.vav:+r.:lawx tea 4e n 12.3' ' 1 .' SaQ 4C Sa '. A' } 1' 2. 1d e' i T+ 4 13"4 127" -D la AEG L3: ^ 9 ia,3' la,a' 16.P� 1A.e' s „Tao• 7ta' 1s.e iz:r� fe:D a 3' }eAT" 12:9" 12.5 1A.Or its, SI a' 144ie. 32,3" 3831' It 5" 12:7" SA I 14411 13.$" to 12.51• i r iart2,1" 16.0 3z 9" 10,01 5210 ip6" 19:011' 16d• 2LS 'e. I2:5'•. •' LF ,0 6 i r. ri•. 4•Hr n NR )t3 Walt MtrLNA1r N tee 3,c 52 12 .T }2;S' 1 ' iL i-,a' iL0••S11&1 f 6. S 1 .511 36 G LAM" 24 d 15.Y' f?.3' 12. ' 1 ❑ 1 ❑. a Tea iS,6' -a' 11,3" 1 .5 ]6.d' 5' 17 Z R3"OSTANCE W-r1•n/4•amD 13la3' to WNrni1WXN a 46 6.29 4.29 12. 12.5' L2s" aV _1, too, 9° i3.T" Q2]" T.1 - b2S• SE. a} Y' 6.4" 1eS 1 r M/a IMINfI IhhAt11111RXAM 41 49 �� 62 17 e'IV' 6.251 Is 12.5 Y.i" a3S' 7 .e" L a• 16.e'-Ts"' 7.3" IZ3" I a " _ " 13rT' 3.a" 'A• e.13 a 11.0 ace/ 48' IN'{I-I/Y M,Nm 13 lbs. TAACDN 51 as St .lz.!r 17 ' 1' SD" A. 3" 3 7" L" :C• . ZS" 4 1❑Y" i^ II" 4 1 Y• ZY, jtfqs•' gait 4 " 0,7 'it.,4.n • _�& 9 .7" Y' 5'.� 1125• 0315" iO.Y a 1 i.I" - IM"-, lIN' PnNI•e" 33 ALL PQW9 SOLID Sa' 41 32 T2 Ili L 0❑" 243' ' L3.S'. 1aR a !` S" i -Y 7 -0„ 12,5 e.0" 1 ' al" 1x.S" "A' 7.6 &1' 12, f6.0 7:e : E,S" 12: " !a 0 F7" 6.2' 12.5" 1E,0 7 7' 612• 1x.5' 12.3' W 9,A" 2AA" 7.7' 2 13.5" a2 "W, 160 7m1 5.2' 1L4" f69' Tx. Aje, "A" 0 77 6,2' "a 71 62" 1r 'Yi UR•e1BEa 3 utwNl MNaf PAlt 41 N 5E 7. .2.5 Ys,Q" L4' a8 IS" 11444• 4,T• 6.25` a 40 3]" i2' il" 5,2" tee' S" a 6' 6: 9:2 3:0" n S' 4'•4' 11 '. 3' 6.23 ` 2 .3 X31, 4,jr 9.2 3.Ji 3:3" 6.Y5' A29• C' 41' 9.2' 3S 3e 5.2s" 7.3' AS' 3.5" s1 e!Y a.2 3 3,9". E/ie ®6E DISTANCE @ �7 1 now gem* -Yeller. PRO/9Re E as sTva ilr IC YYW. 1. 1.A n IIn•Ilr comm"Il.t ante Tee eL ez r3 C4 t ea c4 cocas 7TP[ a fz o.Ca 1(J"a7 clam 33 i 1N, V XW( 41 pR-.�-y�,��•�� 49 5 Z 12. 1 10" 0• 1a9" SLY` 6,4" 16A•' 7. tar ! 0' 5.7" 1 Z.S' ID e' le.e' ace" Z.S" 2 16. " ❑ A' E - 1S ,} 12. i 11 .❑ .4a' 6❑" 12:T ] 0• ]GO' 7 S• .12:5• 16 0 14 •• s J it' 0 1 6.01• 47 11.- a1;3• 6 e' 1 S60• laArI14.70 9 i. a 2 6A • 11.3" 6 1 A iN.i E 4�7" a:❑' 1 5=' i 12.5• 1 T ai ' GA' 14 .❑' 1sAr 24.T 61. n WOOD SOMV 41 40 Sz 73 LE. I6A}" 1LOF IO,I" 32.5' 28N la 7A" 321' 16.YLB" 6:2" S ]DAY"SLS" 81 SZ.F' 0' 97 b` 22, ' 15A 9f7" .EDP' Ice. S' 1].e' 133 16• O 1E.0 fe tl' 1L " A iSil" 9.6" 7 0 12 5' e i" Sl.S' 3 3.9' L6 0 } e.❑ a 9 fi' 3 6' ■ 6 S.M 9.6" .y" is ]2 Si' 12 S' is,0 9 5 b" .i" , sE__❑" as" !.i"' $A.V 9.6". ,SS" li X 1-1 /rNNE% 33 TAP °Ra "❑FM' u 40 e•YI6YI61asC R 71 12:9' �: 2E. _ F is. '' s" iz. ' :s ,a A" a ace' 9.r• lxs- a• Ya. ' n• IFF VLSIad' 16.0•' 155• 9, " 1 12.5' U.C. 1641 IL(" 9: " 32.4' "I.12.s' 46..0• P.t•. ICU 9.1^. as pI P1014 RrM'T 41 WPgD 9tL61'Ecc 48 µ,yas; si ITaR•� i2 1 , 5, R S 14LT'-7A" S9 I?.S' 1AS" 4.0" 4,- 35' Y2.4- 12 1 S9' ' YL3" 4,7' .0' L25 Li 1t; ,• S.. A,!' ?t" 1E 3' 1.7 4. 415^ n 6T 4J9 a2S" a.3" ♦7" LBr. 0.39' 12 l" 4m" 4:❑• 2]' 12d• tea" III" ANCHOR NOTES: t ANCHOR SC sCULE APPLIES TO ALL PR OUM GMTIF1ED HEREIN, eUT ONLY PROVIDES MAkf1�UM ALLOwAlftE ANCTRZRBRACNG, FfAWMUMALL(7WAIE 5MM5 AND PRESSURES CNDiCATfit IN SieAN SQNEf]i1LE5hULLL i4PPLY. 3 BJTERANDHORS13D eULEBMSEDONPAW4.FA57ENEK WACING,TNEF&SnM3TRUCrURE MATERIAL, a ANCHOR TYPE. SELECT UBSIGN I.13010 GREATER THANOR flWALTONEGATIVE DESIGN LIDO ON SMUTTER ANOSEtPCrSPANG�1T94 THAR OR EQUALTO BMMRERSPAN.SELPCt ECTION TYPE /ASED ON AfiPRIWPLATE MOUNTING CONDTTtON ISEE MOUNTING DETAIL$ ON SHE ^2FO9.0tNTIRCArrONOF1XIIfHECTffiN y S. PA1FL)MSTLT4EREi". ARE S'NDS 11SE6 IN O7AOUNCTIOW.WITH ALL-MDUNIT►+GENTRUSIOFs P` TRAr1C STUDDED ANGLE ETC E a23' 0.0 PANI`L FASTa ERaFAQHIG ISSUE FDA ( ITS N NALUSS ALL'F'- AND '0'-Hr;/IDM fdNCLUyI Nr�SUILDDUT CON17t/IONR)' 4 AN04M SHAU SE 1N A NN ATxDR%M tVtTH MANUFACTURERS' MCDPIMMAT10NG. S, NOLI,OW BLACK hDST STR)K1'UaE SHALL CONFORM TD���.x(i'',' Cab pLgCk. 6 NtrONUM H4IEC41W SHALL OE AS NOTED IN ANCHOR TVI.EOULE 7 MRNTMUH EM1aEDMBIfP AND BSGEOISTR31CP HaOC1U0E SrUC(Y3, FOAM, &Dt1(, AND O'TFIIR WALL PIMI6HE5 wALLPW(SiNC55HALLBEUPrTsOTD LO'N14*0R SHALL all VWFM BY ❑THERE TO AOEQLLATE-LY TRANSPEL WADS TO HOSYSTuauRE: d CONCRETE ANCHIORE NOTED NBiElN SHALL9E Fi48FADED TI) UN-tRACIt):D DOHCPET'E pNLF. 9, iVFiERE EX)ST1R6 STR,LX: NRE ffi YJ00O fTTAMING, E)[l6DMG CONDITIONM MAY VARY: E1D VERIPYTWATFAZ%. ABE 1NTOAT1Ei1liATEiN000TRAMIN6 MEMBERS, MOT PLYWOOD. LNG LI. REMOVABLE AMCNDRfS ARE WWALT PAWELMATE,ALL•FOWM SMW-SV 4 MtAM BWWMG. 1Z. MACiENE'SILREWS $HALL HAVE lit" M191AUM ENGAGEMENT CE 1t1READS INTO TTIE RISE ANCHOR AND WAY HAVE BTHEP A PAN HEAD, TRUSS HEAR, tR WAFER HEAD (SIDEWALB BOLT)11-NO- 13: MIN] DOEW84f ANO EDGE DISTANCE EII'CLUCESSNCiS30AOTNFA WALL FAN15HF5 14. tr DONATES ANCHOa'r17FGt►EONS YlHH31 #Ri NOT ADVAEAN UIE S. 13 oot" MWN M I;DNDITDNs_ is LINEAR IMERPOSATION 6 Wr PFRMLTTEO. FDA USE WITH THE ANVIMOR SCHEDULES 61STEMION THIS SHEET. OR v di'Ie�R,. {•: 9 ^W W -Cu O 0) U -=03 N C O .C 0) f0 U -0 Cn CD Q '�^^ a^1 C C O I: -0 O W O LL 0 CU C Q) O L L F- i� -0 '40- ._ C/) CD p w C u NNS C to C7 M " k _• . i7 to ICI.. -0 d: N tti 314 ED cM eu C CCD x � tea a O •� d H .4r2 A Q W U) CU O LR U) CL 0_ U ^^O E..L ■ U/ CU LU Q Z Z Q • a_ SHEET NO. SH 1.5 HP -sags L,P�, 146 b4i- b3D� Trn Rcrc CT